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10/24/2024 Meeting
:•• ••••• Meeting Location: Municipal Center Appleil 7100 147th Street West Valley Apple Valley, Minnesota 55124 October 24, 2024 CITY COUNCIL REGULAR MEETING TENTATIVE AGENDA 7:00 PM 1. Call to Order and Pledge 2. Approve Agenda 3. Audience - 10 Minutes Total Time Limit - For Items NOT on this Agenda 4. Approve Consent Agenda Items Consent Agenda Items are considered routine and will be enacted with a single motion, without discussion, unless a councilmember or citizen requests to have any item separately considered. It will then be moved to the regular agenda for consideration. A. Approve Minutes of October 10, 2024, Regular Meeting B. Adopt Resolution Accepting Donation from Dakota County Heroes for Use by Fire Department C. Adopt Resolution Accepting Donation for Memorial Tree from McMahon Family for Use by Parks and Recreation Department D. Adopt Resolution Amending 2024 Operating Budget for Specific Items E. Adopt Resolution Approving 2025 City Contribution Toward Employee Group Insurance F. Approve Reduction of Financial Guarantees G. Adopt Resolution Authorizing Distribution of Rockport, LLC, Alternative Urban Areawide Review 2024 Update H. Adopt Natural Resource Management Plan for Alimagnet Park I. Adopt Resolution of Support for Dakota County Draft 2025-2029 Capital Improvement Plan J. Authorize Soliciting Requests for Proposal for New Capital Improvement Plan Software Solution, Responses Due November 15, 2024 K. Authorize Soliciting Requests for Proposals for Banking Services, Responses Due November 22, 2024 L. Adopt Resolution Directing Preparation of Plans and Specifications and Accepting Feasibility Study for Project 2025-104, 2025 Johnny Cake Ridge Road (147th to 140th Street) Improvements M. Adopt Resolution Directing Preparation of Plans and Specifications for Project 2025-106, 2025 Sanitary Sewer (CIPP) Improvements N. Approve Purchase with Versatile Vehicles, Inc., for 60 Battery-Powered Golf Carts O. Approve Amendment to Joint Powers Agreement with Scott County and Other Entities for Fleet Asset Management System P. Approve Change Order No. 5 for Project 2021-172, Police Garage Q. Approve Change Order No. 1 to Agreement with Cobalt Companies for Project 2024-120, 2024 Streetscape Reconditioning Services, and Approve Acceptance and Final Payment R. Approve Date of Substantial Completion of Fire Station#2 on Agreements with Various Contractors for Apple Valley Fire Station#2 and Improvements to #1 & #3 S. Approve Acceptance and Final Payment on Agreement with CNH Architects, Inc., for Apple Valley Fire Station#2 Replacement & Station #1 and #3 Health& Safety Improvements T. Approve Acceptance and Final Payment on Agreement with Met-Con Construction, Inc., for Project 2022-150, South Shelter Columbarium U. Approve Acceptance and Final Payment on Agreement with BKJ Land Co. II, Inc., for Project 2024-102, 2024 Street Utility Improvements - Holland Avenue V. Approve Personnel Report W. Approve Claims and Bills 5. Regular Agenda Items A. BSK, Inc., d/b/a Berry Sweet Kitchen, 14638 Cedar Avenue, Suite 150 1. Hold Public Hearing 2. Adopt Resolution Approving Issuance of On-Sale Intoxicating Liquor and Special License for Sunday Liquor Sales B. Cannabis Ordinance Amendments 1. Pass Ordinance Amending Chapter 155 of City Code, Entitled "Zoning," Adding Section 155.320, Regulating Cannabis Businesses, Hemp Businesses, and Cannabis Events (Recommend waiving second reading) 2. Pass Ordinance Amending Title XI of City Code, Entitled "Business Regulations," Adding Chapter 121, Regarding Registration of Cannabis and Hemp Retail Businesses (Recommend waiving second reading.) 3. Pass Ordinance Amending Chapter 130 of City Code, Entitled "General Offenses" Amending Section 130.06, Regarding Drug Paraphernalia (Recommend waiving second reading.) C. Pass Ordinance Amending Chapter 155.350 of the City Code, Regulating Stormwater Management Requirements (Recommend waiving second reading.) D. Pass Ordinance Amending Chapter 152 of the City Code, Regulating Natural Resources (Recommend waiving second reading.) E. Pass Ordinance Amending Chapter 51 of the City Code, Regulating Water Use Restrictions (Recommend waiving second reading.) F. General Election Update 6. Staff and Council Communications 7. Approve Calendar of Upcoming Events 8. Closed Session A. Convene in Closed Session, Under Exception to Open Meeting Law, to Discuss Potential Sale and Negotiation of City-Owned Property - The Central Village West Site (7153 152nd Street and 7169 153rd Street) 9. Adjourn Reminder: City Offices are closed Monday, November 11, 2024, in observance of Veteran's Day Regular meetings are broadcast, live, on Charter Communications Cable Channel 180 and on the City's website at www.applevalleymn.gov • ITEM: 4.A. ••••• • ••• COUNCIL MEETING DATE: October 24, 2024 Apple Valley SECTION: Consent Agenda Description: Approve Minutes of October 10, 2024, Regular Meeting Staff Contact: Department/ Division: Christina M. Scipioni, City Clerk City Clerk's Office ACTION REQUESTED: Approve the minutes of the regular meeting of October 10, 2024. SUMMARY: The minutes from the last regular City Council meeting are attached for your review and approval. BACKGROUND: State statute requires the creation and preservation of meeting minutes which document the official actions and proceedings of public governing bodies. BUDGET IMPACT: N/A ATTACHMENTS: Minutes CITY OF APPLE VALLEY Dakota County, Minnesota October 10, 2024 Minutes of the regular meeting of the City Council of Apple Valley, Dakota County, Minnesota, held October 10, 2024, at 7:00 p.m., at Apple Valley Municipal Center. PRESENT: Mayor Hooppaw; Councilmembers Bergman, Goodwin, and Grendahl. ABSENT: Councilmember Melander. City staff members present were: City Administrator Lawell, City Clerk Scipioni, City Attorney Hills, City Engineer Anderson, Community Development Director Benetti, Deputy Police Chief Dahlstrom, Police Chief Francis, Assistant City Administrator Grawe, Human Resources Manager Haas, Finance Director Hedberg, Fire Chief Nelson, Recreation Superintendent Rosa, Assistant Finance Director Rotz, and Public Works Director Saam. Mayor Hooppaw called the meeting to order at 7:00 p.m. Everyone took part in the Pledge of Allegiance to the flag. APPROVAL OF AGENDA MOTION: of Grendahl, seconded by Bergman, approving the agenda for tonight's meeting, as presented. Ayes -4 -Nays - 0. AUDIENCE Mayor Hooppaw asked if anyone was present to address the Council, at this time, on any item not on this meeting's agenda. No one requested to speak. CONSENT AGENDA Mayor Hooppaw asked if the Council or anyone in the audience wished to pull any item from the consent agenda. There were no requests. MOTION: of Grendahl, seconded by Goodwin, approving all items on the consent agenda with no exceptions. Ayes - 4 -Nays - 0. CONSENT AGENDA ITEMS MOTION: of Grendahl, seconded by Goodwin, approving the minutes of the regular meeting of September 26, 2024, as written. Ayes - 4 -Nays - 0. MOTION: of Grendahl, seconded by Goodwin, adopting Resolution No. 2024-124 accepting easements for Project 2022-111, Apple Valley l lth and 12th Additions Electrical Conversion Phase 1. Ayes -4 -Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota October 10, 2024 Page 2 MOTION: of Grendahl, seconded by Goodwin, approving the reduction of financial guarantees for Applewood Pointe from $455,570.89 to $263,070.89, as listed in the Department Assistant's memo. Ayes - 4 -Nays - 0. MOTION: of Grendahl, seconded by Goodwin, approving the Professional Services Agreement with 5 Star Inspections, Inc., for electrical inspection services beginning January 1, 2025, and authorizing the Mayor and City Clerk to sign the same. Ayes -4 -Nays - 0. MOTION: of Grendahl, seconded by Goodwin, approving the Agreement for Project 2024- 174, 2024 Ash Tree Removals—Fourth Batch, with Tree Trust, in the amount of $75,699.38, and authorizing the Mayor and City Clerk to sign the same. Ayes -4 -Nays - O. MOTION: of Grendahl, seconded by Goodwin, approving the Design Agreement for Project 2025-112, Johnny Cake Ridge Road(156th Street to Fairfield Drive) Improvements, with Rockport, LLC, and authorizing the Mayor and City Clerk to sign the same. Ayes - 4 -Nays - 0. MOTION: of Grendahl, seconded by Goodwin, approving the Redevelopment Incentive Grant Program Planning Grant Agreement for Apple Valley Tim Square Utility Evaluation with Dakota County Community Development Agency, and authorizing the Mayor and City Clerk to sign the same. Ayes - 4 -Nays - 0. MOTION: of Grendahl, seconded by Goodwin, adopting Resolution No. 2024-125 approving cost exceedance under City of Burnsville and City of Apple Valley Joint Powers Agreement for Lake Quality Projects. Ayes - 4 -Nays - 0. MOTION: of Grendahl, seconded by Goodwin, approving the revised Professional Services Agreement with Terracon Consultants, Inc., for special inspections and material testing services for Project 2024-115, Family Aquatic Center Improvements, associated with the 2023 Parks Bond Referendum, in the estimated amount of $4,535.00 and authorizing the Mayor and City Clerk to sign the same. Ayes -4 - Nays - 0. MOTION: of Grendahl, seconded by Goodwin, approving Change Order No. 27 for Apple Valley Station#2 and Improvements to#1 , with various contractors in various amounts for a total addition of$1,052.12. Ayes - 4 -Nays - 0. MOTION: of Grendahl, seconded by Goodwin, approving Change Order No. 1 to the agreement with TNC Industries, Inc., in the amount of an additional $13,942.00, for Plymovent Vehicle Exhaust System Installation at Fire Station#2, as complete and authorizing final payment in the amount of$42,194.00. Ayes - 4 -Nays - 0. MOTION: of Grendahl, seconded by Goodwin, approving Change Order No. 1 &2 to the agreement with Advanced Systems Integration, LLC, in the amount of an CITY OF APPLE VALLEY Dakota County, Minnesota October 10, 2024 Page 3 additional $1,550.94, for Fire Station#2 A/V Equipment, as complete and authorizing final payment in the amount of$12,550.94. Ayes -4 -Nays - 0. MOTION: of Grendahl, seconded by Goodwin, approving acceptance and final payment on various agreements for Apple Valley Station#2 and Improvements to#1 , with various contractors in various amounts. Ayes -4 -Nays - 0. MOTION: of Grendahl, seconded by Goodwin, approving date of substantial completion of Fire Station 2 on agreements with various contractors for Apple Valley Fire Station#2 and Improvements to #1 & #3 for August 5, 2024, and authorizing the Mayor and City Clerk to sign the same. Ayes - 4 -Nays - 0. MOTION: of Grendahl, seconded by Goodwin, accepting Project 2023-107, 157th Street W. and Hayes Road Street Improvements—Traffic Signal Improvements, as complete and authorizing final payment on the agreement with Killmer Electric Co., Inc., in the amount of$492.05. Ayes - 4 -Nays - 0. MOTION: of Grendahl, seconded by Goodwin, accepting Residential Fall Clean-Up (Furniture and Remodeling Debris Collection), as complete and authorizing final payment on the agreement with Lightning Disposal, Inc., in the amount of $5,967.33. Ayes - 4 -Nays - 0. MOTION: of Grendahl, seconded by Goodwin, approving the personnel actions as listed in the Personnel Report dated October 10, 2024. Ayes -4 -Nays - 0. MOTION: of Grendahl, seconded by Goodwin, to pay the claims and bills, check registers dated September 19, 2024, in the amount of$2,131,757.94, September 25, 2024, in the amount of$2,433,951.40. Ayes - 4 -Nays - 0. END OF CONSENT AGENDA 2024 SPECIAL ASSESSMENT ROLL 695 Mr. Rotz reviewed the process used for the delinquent accounts. He then described Special Assessment Roll 695, originally totaling $168,058.17, for delinquent utility account charges. From the 443 delinquent accounts, the City has received several prepayments so far. The hearing notice was published according to law, and the Affidavit of Publication is on file. Mayor Hooppaw called to order the public hearing on Special Assessment Roll No. 695, at 7:05 p.m. He asked for questions or comments from the Council and the audience. There were none and the hearing was declared closed at 7:05 p.m. MOTION: of Goodwin, seconded by Grendahl, adopting Resolution No. 2024-126 approving and levying 2024 Special Assessment Roll No. 695, for delinquent utility account charges, in the original amount of$168,058.17, minus any prepayments. Ayes -4 -Nays - 0. CITY OF APPLE VALLEY Dakota County, Minnesota October 10, 2024 Page 4 COMMUNICATIONS Police Chief Francis invited the public to the fourth annual Trunk or Treat at the Apple Valley Family Aquatic Center parking lot on October 26, 2024, from 11:00 a.m. to 1:00 p.m. Police Chief Francis highlighted the Apple Valley Police Department's participation in the Pink Patch Fundraiser for Hope Chest, a nonprofit organization that provides resources to those with breast cancer. During the month of October, the Police Department will be selling pink AVPD patches. Mr. Lawell noted that October 11 is Human Resources Manager Haas's last day of work with the City. The Council and Mr. Lawell expressed their sincere thanks to Ms. Haas for her almost 20 years of service to the City. Mayor Hooppaw provided information about the League of Minnesota Cities' Mayor for a Day essay writing contest. CALENDAR OF UPCOMING EVENTS MOTION: of Bergman, seconded by Goodwin, approving the calendar of events included in the Deputy City Clerk's memo, and noting that each event listed is hereby deemed a Special Meeting of the City Council. Ayes - 4 -Nays - 0. MOTION: of Grendahl, seconded by Goodwin, to adjourn. Ayes - 4 -Nays - 0. The meeting was adjourned at 7:14 p.m. Respectfully Submitted, Christina M. Scipioni, City Clerk Approved by the Apple Valley City Council on October 24, 2024. Clint Hooppaw, Mayor • ITEM: 4.B. ••••• • ••• COUNCIL MEETING DATE: October 24, 2024 Apple Valley SECTION: Consent Agenda Description: Adopt Resolution Accepting Donation from Dakota County Heroes for Use by Fire Department Staff Contact: Department/ Division: Matt Nelson, Fire Chief Fire Department ACTION REQUESTED: Adopt Resolution accepting donation of a hose roller from Dakota County Heroes, for use by the Fire Department. SUMMARY: Dakota County Heroes has reached out to the Fire Department wanting to donate a hose roller. The hose roller they would like to donate is made my HoseRollerl, which is located in Apple Valley and was founded by a retired Rosemount firefighter. BACKGROUND: N/A BUDGET IMPACT: N/A ATTACHMENTS: Resolution CITY OF APPLE VALLEY RESOLUTION 2024- A RESOLUTION ACCEPTING DONATION TO FIRE DEPARTMENT WHEREAS, the City Council of Apple Valley encourages public donations to help defray the costs to the general public of providing services in Apple Valley; and WHEREAS, Dakota County Heroes has offered to donate a hose roller for use by the Apple Valley Fire Department. WHEREAS, Minnesota Statutes 465.03 requires that all gifts and donations of real or personal property be accepted only with the adoption of a resolution approved by two-thirds of the members of the City Council. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that the donation is hereby accepted for use by the City. BE IT FURTHER RESOLVED that the City sincerely thanks Dakota County Heroes for the gracious and generous donation. ADOPTED this 24th day of October, 2024. Clint Hooppaw, Mayor ATTEST: Christina M. Scipioni, City Clerk • ITEM: 4.C. ••••• • ••• COUNCIL MEETING DATE: October 24, 2024 Apple Valley SECTION: Consent Agenda Description: Adopt Resolution Accepting Donation for Memorial Tree from McMahon Family for Use by Parks and Recreation Department Staff Contact: Department/ Division: Steve Rother, Parks Superintendent Parks and Recreation Department ACTION REQUESTED: Adopt resolution accepting donation for a memorial tree from McMahon family for use by Parks and Recreation Department, in the amount of$280.25. SUMMARY: The Parks Maintenance division will install a memorial Korean maple tree in memory of Barbara McMahon at Cobblestone Lake Park. BACKGROUND: The family of Barbara McMahon has donated $280.25 to plant a Korean maple memorial tree in Cobblestone Lake Park. Barbara was a resident of Apple Valley and lived at Presbyterian Homes at Orchard Path, which is near Cobblestone Lake Park. BUDGET IMPACT: Donation ATTACHMENTS: Resolution CITY OF APPLE VALLEY RESOLUTION NO. 2024- A RESOLUTION ACCEPTING DONATION WHEREAS,the City Council of Apple Valley encourages public donations to help defray costs to the general public of providing services and improve the quality of life in Apple Valley; and WHEREAS,the family of Barbara McMahon have offered to donate a memorial Korean maple tree to the Parks and Recreation Department for planting at Cobblestone Lake Park; and WHEREAS,Minnesota Statues 465.03 requires that all gifts and donations of real or personal property be accepted only with the adoption of a resolution approved by two-thirds of the members of the City Council. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that this donation is hereby accepted for use by the City. BE IT FURTHER RESOLVED that the City sincerely thanks the family of Barbara McMahon for their gracious donation. ADOPTED this 24th day of October, 2024. Clint Hooppaw,Mayor ATTEST: Christina M. Scipioni, City Clerk • ITEM: 4.D. ••••• • ••• COUNCIL MEETING DATE: October 24, 2024 Apple Valley SECTION: Consent Agenda Description: Adopt Resolution Amending 2024 Operating Budget for Specific Items Staff Contact: Department/ Division: Ron Hedberg, Finance Director Finance Department ACTION REQUESTED: Adopt resolution amending 2024 Operating Budget for specific items. SUMMARY: The attached resolution provides funding by reallocating some original adopted budget items to requested purchases. These requested purchases include staffing, Police Department training, police squad car, equipment, HVAC system repairs, golf cart replacements. BACKGROUND: N/A BUDGET IMPACT: The net budget change to the General Fund expenditures is $75,000 representing the transfer of the squad purchased. There is a net increase in expenditures for the Valleywood Special Revenue Fund of$300,000, the Valleywood VERF Internal Service Fund of 401,500, and the Liquor Fund of $46,200. There is a net increase in revenues for the Police VERF Fund of $75,000 for the squad transfer. ATTACHMENTS: Exhibit Resolution (Council Meeting Date 10-24-24) BACKGROUND City Clerk-Position Overlap—(1015-6110,6138,6139,6141,6170) Amount With the upcoming retirement of our long-term City Clerk a hiring process was completed that would provide an overlap of service between the existing and the new City Clerk. The original adopted budget had not contemplated an overlap of service. $76,095 The funding would come from 2024 Council Contingency. Police Dept—Attendance at Police Command Staff training(12xx-6275) Amount Department Staff are requesting additional staff training for two officers to attend a local executive leadership training for command staff candidates. This year we have two Sergeants who are interested in attending this command staff training. Our department admin staff believes it's beneficial to send them both as they are both great candidates for promotion in the future.These officers are currently assigned to specialty $ 5,000 units allowing admin staff to cover their duties while they are at training. Funding would come from forgoing attendance at the IACP Conference and directing those funds so that two officers could attend the local command staff training. Operating Transfer— Transfer of Police Cars Purchased with Public Safety Aid Amount to Police VERF Account Current projected use of the Public Safety Aid received in 2023 included the purchase of a squad to expand the fleet.The expenditure of the aid will be made within the Police department budget in the General Fund. The assets would then need to be transferred $75,000 to the Police VERF fund so funding can be accumulated for the future replacement. Public Works-Fleet Maintenance—(1530-6735) Amount Public Works Staff is requesting the replacement of tire changing equipment. The existing equipment has failed,and new equipment is needed to work on new wheel style 15 "low profile" tires. The funding would come from position vacancy savings in fleet ,000 maintenance. Public Works Streets Maintenance—Forward Facing Cameras(1530-6237) Amount Public Works Staff is requesting the purchase of forward-facing cameras to be utilized in snow plowing activities to respond to resident complaints and accident reviews. The cameras would be added to the 12 plow trucks and connected to the existing Verizon $ 1,440 Network monitoring system. The funding would come from position vacancy salary savings in street maintenance. Valleywood—Golf Cart Purchase Amount Staff is requesting the purchase of a new golf cart fleet instead of the continued leasing of the cart fleet. The purchase of the carts will avoid incurring financing costs and provide flexibility on when the carts would be replaced. Currently the Valleywood VERF fund includes the ongoing leasing so some funds are available but additional funds would be needed to make the purchase. Staff is requesting the transfer of $401,500 $300,000 from the Valleywood Special Revenue operating fund to the Valleywood VERF fund to provide the funding for the purchase. The Valleywood Special Revenue Fund has sufficient cash to make the transfer. Liquor Store #1—Building Repairs—Condensing Units(5025.6735) Amount The remaining condensing unit on the roof has failed and staff is requesting the replacement of the two large evaporators in the beer cooler to be completed at the same $30,000 time. Liquor Store #2—Building Repairs—HVAC Maintenance Plan (5065-6265) Amount Staff is requesting to add quarterly preventative maintenance plan for the HVAC system at Store #2. This will be performed on a quarterly basis ($584 per quarter) and will $1,200 include condenser coil cleaning on the walk-in refrigeration unit also. CITY OF APPLE VALLEY RESOLUTION NO. 2024 RESOLUTION AMENDING 2024 BUDGET FOR SPECIFIC ITEMS WHEREAS, certain 2024 activities and purchases were not included in the original 2024 adopted budget; and WHEREAS, funding exists to complete these projects from existing budget savings or additional resources, and WHEREAS, certain 2024 program budget savings are requested to be reassigned; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley that the following budget adjustments be made to the 2024 budget. Department Description Account 2023 Additional Code (reduced) Amount City Clerk FT Salaries 1015.6110 60,000 City Clerk Medicare 1015.6138 750 City Clerk FICA 1015.6139 3,840 City Clerk PERA 1015.6141 4,500 City Clerk Health Insurance 1015.6145 7,005 Council Contingency Council Contingency for Clerk Position Overlap 1960.6399 (76,095) Police Police Command Staff Training 1200.6275 5,000 Police Police Non-local Training 1200.6276 (5,000) Police Squad Car Purchase with Public Safety Aid 1200.6730 75,000 Police Public Safety Aid 1001.4110 (75,000) Transfer of assets Transfer Squad Purchased w/Public Safety Aid 1960.7110 75,000 Public Works—Fleet Tire Changing Equipment 1530.6735 15,000 Public Works—Fleet Position Vacancy Savings 1530.6110 (15,000) Public Works—Fleet Forward Facings Cameras 1530.6237 1,440 Public Works—Street Maint Position Vacancy Savings 1600.6110 (1,440) Subtotal General Fund $ 75,000 Police—VERF Fund Transfer of Squad Purchased in General Fund 7401.5499 75,000 Valleywood Sp.Rev.Fund Transfers Out 2205.7110 300,000 Valleywood VERF Fund Transfer In 7446.5499 (300,000) Valleywood VERF Fund Capital Outlay-Carts 7447.6740 401,500 Liquor Store# 1 HVAC Condensing Units 5025.6735 45,000 Liquor Store#2 HAVC Maintenance Plan 5065.6266 1,200 Subtotal Other Funds $ 522,500 ADOPTED this 24th day of October 2024. Clint Hooppaw,Mayor ATTEST: Christina M. Scipioni, City Clerk • ITEM: 4.E. • •• ••• ••• COUNCIL MEETING DATE: October24, 2024 Apple Valley SECTION: Consent Agenda Description: Adopt Resolution Approving 2025 City Contribution Toward Employee Group Insurance Staff Contact: Department/ Division: Mary Thelen, Acting Human Resources Manager Human Resources Division ACTION REQUESTED: Adopt the resolution approving the 2025 City maximum monthly contribution toward group insurance for eligible unrepresented employees and elected officials. SUMMARY: Staff recommends establishing the following maximum monthly contribution for eligible unrepresented employees and elected officials in 2025: • $980 per month for employees enrolled in a copay health plan (no change from 2024) • $1,745 per month for employees enrolled in a deductible health plan (+ $135 from 2024) • Additional $80 per month contribution to the HRA or HSA of participants in a deductible health plan (no change) BACKGROUND: The City of Apple Valley currently provides group medical, dental, and life insurance to employees in full-time positions designated in the Pay and Benefit Plan and elected officials. The City makes a maximum monthly contribution toward the selected benefits for eligible employees. An additional incentive contribution of $80 per month is made to the Health Reimbursement Arrangement (HRA) or Health Savings Account (HSA) of participants enrolled in a deductible health plan. An open enrollment period is held each year to allow employees to make changes to certain benefits coverage. This year's open enrollment period will be held November 1 — 15 for an effective date of January 1, 2025. In order for employees to make the best-informed decision during the open enrollment period, it is beneficial to communicate the monthly City contribution in advance. The City is a member of the LOGIS health care consortium. In 2021, the consortium solicited competitive bids for group health insurance and selected HealthPartners as the carrier again beginning in 2022. The consortium's contract with HealthPartners includes rate caps through 2026. The rate cap for 2025 was 9.5%, and the overall renewal for the pool is a 9.1% increase to rates. LOGIS also did some aligning of premiums between the plans offered to ensure that each plan is priced actuarially appropriate, claims are covered, and plans are not unduly subsidizing one another. Some plans have been discontinued for 2025, and new plans will be offered. The rates for the City's selected plans have been released from LOGIS. For 2025, the City will move from Band E (most favorable rate position) to Band D within the consortium, resulting in a final overall increase of approximately 13% for comparable plans. The recommended increase to the City contribution represents the City taking on more than 50% of the average increase to monthly premiums for comparable deductible plans across all levels of coverage and 100% of the increase to monthly premiums for single coverage participants in the deductible plans. For 2025, the City will continue to offer the same types of health plan options: a copay plan and two types of deductible plans. One type of deductible plan coordinates with a Health Reimbursement Arrangement (HRA), and the other type of deductible plan coordinates with a Health Savings Account (HSA). Currently, 97% of eligible City employees participate in a deductible health plan. Preventive care is encouraged and promoted for all covered employees. Preventive health care is 100% covered with no deductible or copayment under all the City's health plan options. Network options will continue to include Open Access (most MN providers), Perform (subset of the Open Access network excluding a small number of high-cost providers, such as Mayo health systems), and Select (smaller network which includes specific HealthPartners, Park Nicollet, and Children's Minnesota providers. Non-emergency hospitalization is restricted to certain providers). Earlier this year, the IRS announced increases to the minimum embedded deductible eligible to be paired with an HSA. This causes the $3,200/$6,400 embedded deductible HSA plan to increase to $3,300/$6,600 deductible in 2025. In addition to the required deductible change, for 2025 the IRS has also ended the safe harbor for qualified High Deductible Health Plans (HDHPs) to waive the deductible for telehealth services without violating HSA contribution rules. This means that the HSA health plans must apply the deductible to all telehealth services (such as Virtuwell, Doctor on Demand, etc.) that are not preventive in nature. The City's dental plan will remain with HealthPartners Dental. Rates for family dental coverage will decrease by $10 per month from $130 to $120. Rates for single dental coverage remain unchanged for 2025. Life insurance will remain with The Standard, and rates will not increase for 2025. BUDGET IMPACT: The recommended City contribution amount is consistent with the 2025 proposed budget. ATTACHMENTS: Resolution CITY OF APPLE VALLEY RESOLUTION NO. 2024- A RESOLUTION ESTABLISHING THE CITY CONTRIBUTION TOWARD GROUP INSURANCE FOR ELIGIBLE EMPLOYEES COVERED BY THE PAY AND BENEFIT PLAN AND ELECTED OFFICIALS. WHEREAS, the City offers group medical, dental,basic life and supplemental life insurance to eligible unrepresented employees and elected officials; and WHEREAS, in preparation for the annual open enrollment period and meetings scheduled to begin in November 2024, it is desirable to establish the City provided benefit amount effective for January 1, 2025. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Apple Valley, Dakota County, Minnesota, hereby approves a maximum monthly contribution of: • $980 per month toward group health, dental, and life insurance for eligible unrepresented employees and elected officials covered by the Pay and Benefit plan who are enrolled in a City-sponsored copay health plan in 2025; and • $1,745 per month toward group health, dental, life insurance, and standard City- sponsored HRA or HSA contribution for eligible unrepresented employees and elected officials covered by the Pay and Benefit plan who are enrolled in a City- sponsored deductible health plan in 2025, and an additional $80 per month contribution to the City-sponsored HRA or HSA of those enrollees in such deductible health plan. ADOPTED this 24th day of October, 2024. Clint Hooppaw, Mayor ATTEST: Christina Scipioni, City Clerk • ITEM: 4.F. ••••• • ••• COUNCIL MEETING DATE: October 24, 2024 Apple Valley SECTION: Consent Agenda Description: Approve Reduction of Financial Guarantees Staff Contact: Department/ Division: Breanna Vincent, Department Assistant Community Development Department ACTION REQUESTED: Approve reduction of financial guarantee for Woodwinds 8th Addition from $78,786.88 to $15,000.00 and Apple Valley Square 7th Addition from$89,063.00 to $12,500.00. SUMMARY: The City holds numerous financial guarantees to ensure the installation of certain improvements in new developments, as well as to assure protection of natural resources. Staff review of the status of these developments indicates that the following action is in order: 1. Woodwinds 8th Addition LOC 410797-85 (PC22-06) Original Deposit on 10/10/23 for $517,100.00 Current balance $78,786.88 Reduce now to $15,000.00 2. Apple Valley Square 7th Wire Transfer Addition/Popeyes Original Deposit on 7/10/23 (PC22-16) for $89,063.00 Reduce now to $12,500.00 BACKGROUND: N/A BUDGET IMPACT: N/A • ITEM: 4.G. • •• ••• ••• COUNCIL MEETING DATE: October24, 2024 Apple Valley SECTION: Consent Agenda Description: Adopt Resolution Authorizing Distribution of Rockport, LLC,Alternative Urban Areawide Review 2024 Update Staff Contact: Department/ Division: Alex Sharpe,AICP, Planning and Economic Dev. Spec. Community Development Department Applicant: Project Number: Rockport, LLC PC16-27-M Applicant Date: 60 Days: 120 Days: ACTION REQUESTED: Adopt a resolution authorizing the distribution of the Rockport, LLC, Alternative Urban Areawide Review (AUAR) 2024 Update. SUMMARY: For your consideration is a resolution authorizing the distribution of the updated Rockport, LLC, Alternative Urban Areawide Review (AUAR) 2024 Update prepared for 559 acres of property located in southeast Apple Valley, which is currently or has been previously part of their sand and gravel mining operation. The original AUAR, which was previously known as the Fischer Sand and Aggregate, LLP, AUAR, was adopted on December 13, 2007. Minnesota Rules 4410.3600 Subp.7A states the AUAR and Mitigation Plan must be revised periodically or when a substantial amendment to the proposed uses is proposed in order to remain valid. The AUAR was last updated in 2021. This amendment is proposed by the applicant to include a new "Technology Park" land use designation. This area is east of the future Johnny Cake Ridge Road alignment, south of CSAH 42, west of Pilot Knob Road, and is approximately 37 acres. The AUAR process is a hybrid of the Environmental Impact Statement (EIS) and Environmental Assessment Worksheet (EAW) processes. It uses a standard list of questions similar to the EAW process and provides a level of analysis that is comparable to an EIS. The significant feature of the AUAR process is that it provides the opportunity to review several development scenarios. The benefit of the AUAR process is that it gives the City the ability to evaluate how much development can be accommodated on the site without significant environmental impacts and helps to anticipate and correct potential problems. The original AUAR was required by the Minnesota Environmental Quality Board (EQB) due to the proposed number of dwellings and acreage of development. Normally, this environmental review involves the preparation of an EAW and/or EIS. However, the EQB rules do allow for the preparation of an AUAR as a substitute for an EAW or EIS, which the property owner opted for. The Rockport, LLC, AUAR project area encompasses approximately 446 acres of land generally located south of C SAH 42, east of Flagstaff Avenue, north of 160th Street West, and west of Pilot Knob Road; and 113 acres located south of C SAH 42, east of Pilot Knob Road, north of 155th Street West, and west of the Prairie Crossing residential development. The approved 2007 AUAR identified two scenarios that anticipated future development of the property within the study area to include 2,259 units in Scenario 1 and 2,448 residential dwelling units in Scenario 2; and approximately 3,000,000 sq. ft. of commercial uses in both scenarios. These uses would include a variety of office, manufacturing, retail, warehouse, industrial, institutional, and agricultural; whose square footage were to be determined. The 2016 update revised those numbers which resulted in the lowering of the number of dwelling units to 1,000 and increasing the commercial square footage to over 3.3 million. The 2021 update did not revise these scenarios. The primary purpose of the 2021 update was to ensure the AUAR remained valid as updates are required every 5 years. Since its approval in 2007 and updates in 2016 and 2021, the following changes and development have occurred in the project area: • The Comprehensive Plan Land Use Map re-designation of 25 acres at the southeast corner of CSAH 42 and Flagstaff Avenue from "MBC" (Mixed Business Campus) to "C" (Commercial) and its rezoning from "SG" (Sand and Gravel) to "RB" (Retail Business) to accommodate the development of a Menards store and other commercial uses, which did not occur. • The area located east of Pilot Knob Road and south of C SAH 42 was re-designated and rezoned for 99 acres of single-family residential development, 12 acres for a public park and storm water pond, and 2.5 acres for the expansion of the City's cemetery. • Approximately 73 acres of property located north of CSAH 46 and west of Pilot Knob Road was rezoned and developed for single-family residential uses that included 13 acres for the expansion of a storm water ponding area. • 10 acres of property located in the northeast corner of 157th Street West and Johnny Cake Ridge Road was re-designated and rezoned for townhomes, which are currently being constructed. • 35 acres of property located in the northwest corner of 157th Street West and Pilot Knob Road was rezoned "RB" (Retail Business) and is currently being developed for commercial/retail use. • The construction of a 10-acre ponding area, located directly west of the new commercial/retail area. • Designation of just over one acre of property for a section of Dakota County's North Creek Greenway. The next step in the updated AUAR approval process is to publish a notice of availability in the EQB Monitor and to provide a 10-day public comment period, which will begin on the date of publication in the Monitor. Approval of the draft resolution will allow staff to submit the updated AUAR updated to the EQB for publication and distribute the AUAR update in accordance with EQB Rules. The updated AUAR will be distributed to all persons on the EQB's EAW distribution list. State agencies and the Metropolitan Council will have ten (10) working days from the date of publication to file an objection with the Responsible Governmental Unit (RGU), which is the City of Apple Valley and with EQB staff. An objection may be filed only if the agency filing has evidence that the updated AUAR contains inaccurate or incomplete information relevant to the identification and mitigation of potentially significant environmental impacts or that the proposed plan for mitigation will be inadequate to prevent potentially significant environmental impacts from occurring. Persons not entitled to object may submit comments to the RGU suggesting changes in the document. Barring the receipt of any adverse comments, approval of the updated AUAR will be scheduled for City Council consideration on December 12, 2024. BACKGROUND: N/A BUDGET IMPACT: N/A ATTACHMENTS: Background Material Resolution ••• •••• ••• •• • ••• • •• Apple11 II Valley Rockport Alternative Urban Areawide Review (AUAR) 2024 Update Prepared for: Rockport, LLC Prepared by: Kimley-Horn and Associates, Inc. Draft October 2024 •• • •••• ••• •• •••• ••• Apple11 Valley Table of Contents 1. Project Title 5 2. Proposer 5 3. RGU 5 4. Reason for AUAR Preparation 5 5. Project Location 6 6. Project Description 6 7. Project Magnitude Data 15 8. Permits and Approvals Required 16 9. Land Use 17 10. Cover Types 17 11. Fish, Wildlife and Sensitive Resources 19 12. Physical Impacts on Water Resources 22 13. Water Use 24 14. Water-Related Land Use Management Districts 27 15. Water Surface Use 27 16. Erosion and Sedimentation 28 17. Water Quality—Surface Water Runoff 28 18. Water Quality—Wastewaters 32 19. Geologic Hazards and Soil Conditions 35 20. Solid Wastes; Hazardous Wastes; Storage Tanks 37 21. Traffic 42 22. Vehicle-Related Air Emissions 48 23. Stationary Source Air Emissions 52 24. Nearby Resources 53 25. Dust, Odors, Noise 55 26. Visual Impacts 60 Rockport AUAR Update 2 Draft October 2024 27. Compatibility and Plans 61 28. Impact on Infrastructure and Public Services 63 29. Related Developments; Cumulative Impacts 65 30. Other Potential Environmental Impacts 66 31. Summary of Issues 67 32. Mitigation Plan 68 List of Tables Table 1: 2024 Existing and Proposed Land Use 8 Table 2: 2021 Update Proposed End-Use Land Uses 9 Table 3: 2024 Update Proposed End-Use Land Uses 10 Table 4: Required Permits and Approvals 16 Table 5: Cover Types 18 Table 6: Wetland Management Classification Summary 18 Table 7:Species within one mile of the AUAR Study Area 21 Table 8: Wells within AUAR study area 25 Table 9: Expected Water Demand 26 Table 10: Wastewater Generation Predicted 32 Table 11: Estimated Sewer Flows for Non-Residential Land Uses 33 Table 12: Soil Types 37 Table 13: MPCA"What's in My Neighborhood?"Sites within 200 feet of Study Area 38 Table 14: Types of Solid Waste Generation Anticipated 39 Table 15: Waste Generation Per Household 40 Table 16: Solid Waste Generation 40 Table 17: 2016 Update - Phase One Trip Generation with Internal and Pass-By Reductions 43 Table 18: 2016 Full Build-out Trip Generation with Internal and Pass-By Reductions 45 Table 20: Predicted Maximum Carbon Monoxide Concentrations 52 Table 21: Modeled CO Concentrations, TH 3 / CSAH 26- PM Rush Hour 52 Table 22: Minnesota Noise Standards 55 Table 23: Noise Monitoring vs. Noise Monitoring Results 57 Table 24: Noise Monitoring vs. Noise Modeling Results (Year 2030) 59 Table 25: 2021 Changes to Impact Categories 67 Table 26: 2024 Changes to Impact Categories 68 Table 27: Required Permits and Approvals 69 Rockport AUAR Update 3 Draft October 2024 List of Attachments Attachment A: 2024 AUAR Update Figures Attachment B: 2024 AUAR Update Traffic Memorandum and Traffic Review Summary Memorandum Attachment C: Figures from Previous AUAR Updates Attachment D: Agency Correspondence Rockport AUAR Update 4 Draft October 2024 Rockport, LLC Alternative Urban Areawide Review (AUAR) 2024 Update 1 . Project Title Rockport, LLC Redevelopment 2. Proposer Proposer: Rockport, LLC Contact Person: Liza Robson and Tia Chronis Title: Vice President Address: 14698 Galaxie Avenue City, State, ZIP: Apple Valley, MN 55124 Phone: (952) 432-7132 Email: lizarobson@rockportay.com; tia@rockportay.com 3. RGU RGU: City of Apple Valley Contact Person: Mr. Tim Benetti Title: Community Development Director Address: 7100 147th Street West City, State, ZIP: Apple Valley, MN 55124 Phone: (952) 953-2576 Email: tim.benetti@applevalleymn.gov 4. Reason for AUAR Preparation The original 2006 Alternative Urban Areawide Review (AUAR) was prepared as a requirement of Rockport LLC's (Rockport) Conditional Use Permits (CUP), Resolution #s 2006-228, 2006-229 and 2006-230, and was approved by the City of Apple Valley ("the City") in November 2007. The AUAR set the parameters, including the end use grades and review of potential environmental impacts for a proposed end-use development to satisfy the City's CUP condition. The AUAR was subsequently updated in 2016 and 2021. 2024 Update To accommodate Scenario 2024, Rockport is working with Applicant on this AUAR Update to study whether Scenario 2024 changes any of the conclusions reached in the original AUAR and prior updates. If, for some reason, the Applicant's Scenario 2024 fails to receive City approvals or for some other reason fails to proceed, Rockport may or may not pursue a similar use to Scenario 2024 and thus any conclusions reached in the 2024 Update may not materialize. Rockport AUAR Update 5 Draft October 2024 The 2024 AUAR Update is being prepared to include an additional scenario, "Scenario 2024", which reflects a change to the proposed land use of a portion of the study area that has not yet been developed as of July 2024 (See Figure 1 and Figure 2 in Attachment A). • Scenario 2024 O 105.8 Acre Technology Campus O 47.6 acres Retail O 24.9 acres Single-Family Residential O 31.9 acres Multi-Family Residential O 51.3 acres Office/Retail/Hotel/Medical O 45.0 acres Office/Industrial/Medical O 62 acres Stormwater Features/Greenspace This document includes information from all of the previous AUAR documents provides information related to the new development scenario.The document includes information on development to date, the updated development scenario, an update to the environmental analysis where necessary, and a review of mitigation measures. 5. Project Location County: Dakota City/Township: City of Apple Valley PLS Location (1/4, 1/4, Section, Township, Range): Section 35, Township 115, Range 20W and NW 1/4 of Section 36, Township 115, Range 20W The maps listed below are included in Attachment A: • Figure 1: Proposed Land Use • Figure 2: Existing Conditions • Figure 3: City of Apple Valley Zoning Map • Figure 4: City of Apple Valley 2040 Land Use Map 6. Project Description a. Anticipated types and intensity(density of residential, commercial/warehouse and light industrial development throughout the AUAR area): STUDY AREA DESCRIPTION 2007 The FSA proposed end-use plan occupies approximately 559 acres in southeastern Apple Valley, entirely in Dakota County. Portions of the subject property have been a gravel operation since the 1960's. The project site is bounded on the north by County State Aid Highway 42 (CSAH 42), a business/industrial park and the Lebanon Hills Cemetery; to the east by single-family residential; to the south by single-family residential, a proposed commercial/mixed use development, a Minnesota Valley Transit Authority (MVTA) Station and County State Aid Highway 46 (CSAH 46); to the west by Flagstaff Avenue and single- family residential. Rockport AUAR Update 6 Draft October 2024 Transected by Pilot Knob Road, the FSA property is divided into two parcels: 113.52 acres east of Pilot Knob Road (East Parcel) and 445.43 acres west of Pilot Knob Road, composed of parcels commonly referred to as the Seed, the 160th Street West and Fischer Properties (West Parcel). Nearly the entire 559 acres has been actively mined for aggregate. Currently, the East Parcel is ready for final grading for end use development; portions of the West Parcel are still an active operation. Running along the western edge and transecting the West Parcel are the Magellan Pipelines. Magellan has a large tank farm to the north of the West Parcel (north of CSAH 42). Several gas pipelines and telecommunication fiber optic lines run through an easement that was created. All appropriate construction precautions and development setbacks will be followed to mitigate any potential issues with this pipeline. Additionally, company officials from Magellan Pipeline have been courtesy copied on this AUAR in anticipation of comments. 2016 Update Since the 2007 AUAR, the East Parcel is being developed into single-family residential units and parkland. On portions of the West Parcel (adjacent to CSAH 46 and Johnny Cake Ridge Road), single-family residential units are being contemplated and/or constructed. Additionally, on a portion of the West Parcel adjacent to 157th Street West and Pilot Knob, the Proposer is considering a proposal for a commercial development that will complement the commercial development on the East side of Pilot Knob Road where the Super Target is located. These uses and densities have all been considered, reviewed, and conclusions drawn on any potential environmental impact while conducting this 2016 AUAR update. 2021 Update Since the 2016 AUAR Update, Rockport is now the owner of the FSA property and the entire East Parcel has been fully developed into single family residential units, parkland, and stormwater ponding; portions of the West Parcel have been developed into single- family residential units. Additionally, two single-family residences located adjacent to the study area along CSAH 42 have been removed and combined into the mining area. In 2021, Parcel #010350075016 in the southern portion of the West Parcel of the AUAR study area was subdivided into several parcels and rezoned for commercial development and was platted as Orchard Place Second Addition. This parcel is shown east of Johnny Cake Ridge Road, south of 155th Parkway West, and north of 157th Street West within the study area. As of the date of the AUAR Update, the development is occurring from the Southeast corner of Rockport's property and will move north and, eventually, west as the mining operations wind down. 2024 Update As of July 2024, the entire East Parcel has been fully developed into single family residential units, parkland, and stormwater ponding; the south portion of the West Parcel has been developed into single-and multi- family residential units and commercial businesses. Figure 2 in Attachment A and Table 1 show the current status of development within the study area. Rockport AUAR Update 7 Draft October 2024 Since the 2021 AUAR Update, development in the south portion of the West Parcel has occurred (shown in Figure 2 in Attachment A). 101 multi-family dwelling units have been developed northeast of Johnny Cake Ridge Road and 157th Street, and Johnny Cake Ridge Road was extended north of 157th Street to provide access to these buildings. 8 retail buildings totaling 88,195 square feet have been constructed in the northwest corner of Pilot Knob Road and 157th Street W, and a stormwater infiltration pond has been created to the northwest of English Ave and 157th St. In the northwest corner of Pilot Knob Road and 155th Street, 2 buildings totaling 61,700 square feet have been constructed: a 56,600 square-foot medical office building and a 5,100 square-foot veterinary clinic. Table 1: 2024 Existing and Proposed Land Use Area ID (See xisting Use Proposed Development Proposed Totalatus Attachment (August 2024) Are A Figure 2) Low-Density Low Density Residential & 110.2 acres Completed A Residential / Stormwater Pond Stormwater Low-Density Low Density Residential & 64.6 acres Completed B Residential / Stormwater Pond Stormwater C Medium Density Medium Density Residential 9.6 acres Completed Residential D Retail Retail 15.1 acres Completed E Retail Retail 8.9 acres Completed F Stormwater/ Stormwater/ Greenspace 10.7 acres Completed Greenspace G Undeveloped Retail 18.7 acres Proposed H Mining Medium Density Residential 18.6 acres Proposed Mining Technology Campus 105.8 acres Proposed I Stormwater 19.9 acres Features/Greenspace Mining Retail 14.6 acres Proposed Single Family Residential 24.9 acres Proposed Multi-Family Residential 3.8 acres Proposed J Office/Retail/Hotel/Medical 24.6 acres Proposed Office/Industrial/Medical 45.0 acres Proposed Stormwater 31.4 acres Proposed Features/Greenspace K Undeveloped 4.1 acres L Undeveloped 2.5 acres Approximate Future ROW 26.0 acres Proposed Total 559 Acres Rockport AUAR Update 8 Draft October 2024 PROPOSED DEVELOPMENT 2021 Update The 2021 Development Scenario was created from the Orchard Place Master Plan. In some respects, the City's 2040 Comprehensive Plan update follows the Orchard Place Master Plan. The Orchard Place Master Plan proposed end-use plan on 400 acres (portions of the AUAR study area have already been developed consistent with the AUAR and 2016 AUAR Update) in southeastern Apple Valley includes residential, mixed use, and recreational land uses. The end-use plan includes a Mixed Business Campus (MBC), commercial/retail components and some additional residential housing, including single-family residential, medium-density residential and potentially high-density residential. A portion of the property has already been developed into single-family homes and multi-family townhomes, and another portion is undergoing construction into commercial development and stormwater ponding; however, the majority of the remaining undeveloped property is still actively mined and will be for the foreseeable future. Proposed land uses and densities in the AUAR study area include the following: • Single Family Residential- Densities within this area may vary from 3 to 4 units per acre. • Multi-Family Residential- Densities within this area may vary from 4 to 30 units per acre. • Senior Housing- Densities within this area may vary from 12 to 30 units per acre. • Office- Floor area ratios for this land use are between 0.25 and 0.35. • Hotel- Floor area ratios for this land use are between 0.35 and 0.50. • Corporate Campus- Floor area ratios for this land use are between 0.25 and 0.35. • Medical- Floor area ratios for this land use are between 0.25 and 0.40. • Commercial Retail- Floor area ratios for this land use are between 0.25 and 0.35. • Industrial- Floor area ratios for this land use are between 0.3 and 0.45. Table 2: 2021 Update Proposed End-Use Land Uses Land Use Category Pre-Development Acres Existing Acres (2021) Proposed Acres (2007) (2021) Residential 0 163 177 Commercial/Mixed 0 0 224 Use/Mixed Business Campus Open Space 4 14 77 Quarry 469 382 0 Other/ROW 86 0 81 Total 559 559 559 Rockport AUAR Update 9 Draft October 2024 2024 Update The previously studied scenarios from the 2007 AUAR and 2016 and 2021 AUAR Updates are described in Table 3 below: Table 3: 2024 Update Proposed End-Use Land Uses Land Use Pre- Scenario Scenario Scenario Scenario Scenario Category Development 2007-1 2007-2 2016 2021 2024 Acres (2007) Residential 0 258 262 195.4 177 176 Commercial/ 0 240 245.1 264.3 224 235 Mixed Use/Mixed Business Campus High Density 0 0 17 0 0 Open Space 4 71 62 82.3 77 77 Quarry 469 0 0 0 0 0 Other/ROW 86 0 0 0 81 71 Total 559 559 559 559 559 559 This report is intended to serve as an update to the 2021 AUAR Update, as an additional scenario, Scenario 2024, has been added and reflects the proposed development of the area of the study area that has not yet been developed as of August 2024 (See Figure 1 and Figure 2 in Attachment A). Additionally, Table 1 shows the existing, in progress, and planned development within the study area. • Scenario 2024 O 105.8 acres Mixed Business Campus O 47.6 acres Retail O 24.9 acres Single-Family Residential O 31.9 acres Multi-Family Residential O 51.3 acres Office/Retail/Hotel/Medical O 45.0 acres Office/Industrial/Medical O 45.1 acres Stormwater Features/Greenspace b. Infrastructure planned to serve the development (roads, sewers,water, stormwater systems, etc.). Roadways intended primarily to serve the adjoining land uses within an AUAR area are normally expected to be a part of an AUAR. More "arterial" types of roadways that would cross an AUAR area are an optional inclusion in the AUAR analysis; if they are to be included, a more intensive level of review, generally including an analysis of alternative routes, is necessary). Rockport AUAR Update 10 Draft October 2024 STREET NETWORK 2016 Update since 2007 The City of Apple Valley and Dakota County have installed signalized intersections at 157th Street West and Pilot Knob Road. Planned since 2007 The intersection of Johnny Cake Ridge Road and CSAH 46 will be signalized when warrants are met (likely at the completion of Phase 1 when Johnny Cake Ridge Road is fully connected between CSAH 42 and CSAH 46). The intersection of 152nd Street West & Pilot Knob Road will become a three-quarter access intersection. Also, the City of Apple Valley and FSA are working on a plan for a series of minor collector streets within the Property as needed. Eventually, as end use development occurs from south to the north across the active mining area, Johnny Cake Ridge Road will serve as a major north/south collector street connecting CSAH 46 and CSAH 42 through the Property with signalization at both intersections. Eventually a major arterial collector street will transect the Property east to west connecting Pilot Knob Road with Flagstaff Avenue, again, with signalization at those intersections. It is believed that the intersection of 153rd Street West and Johnny Cake Ridge will require some traffic management and either signalization or a roundabout is being reviewed as a possible solution to manage traffic. Also, 157th Street West will be completed in 2016 connecting the southern portion of the Property to Flagstaff Avenue and Pilot Knob Road and will serve as another major collector street to funnel traffic through the Property and off of Pilot Knob and CSAH 46, and Johnny Cake Ridge Road from 157th to CSAH 46. Other intersections serving the Property will be installed but will more than likely be partial intersections (i.e. right in, right out configurations), consistent with the Dakota County Spacing Guidelines, that will enable better egress and ingress to Portions of the Property. Internal project roadway systems and networks will be developed in collaboration with city staff, and in accordance with city standards. Additionally, the City of Apple Valley, Dakota County, and FSA will complete in 2016 a tunnel project under 157th Street West to accommodate pedestrian and bicycle traffic safely under the street and facilitate a connection of the Dakota County Greenway Corridor Project to the City of Apple Valley's park and trail system. It is anticipated that this project will be completed Fall 2016. 2021 Update Since 2016, 157th Street West has been completed, connecting the southern portion of the AUAR study area to CSAH 46 via the southern portion of Johnny Cake Ridge Road (see Figure 2 in Attachment C). Additionally, a pedestrian tunnel underneath 157th Street West to accommodate pedestrian and bicycle traffic safely under the street and facilitate a connection of the Dakota County North Creek Greenway Corridor Project to the City of Apple Valley's park and trail system. The North Creek Greenway alignment is being finalized based on road elevations for grade separated crossings and to continue to connect to Greenway outside the AUAR area. Street connections are being Rockport AUAR Update 11 Draft October 2024 completed at 155th Street West and Pilot Knob Road, including a signalized intersection. Further, a network of private internal streets is planned for the Orchard Place Second Addition commercial development, south of the proposed 155th Street West and north of 157th Street West. 475' of Johnny Cake Ridge Road to serve the Orchard Place 3rd Addition (Pulte) will be completed in 2021. Finally, Rockport has petitioned the City for street and infrastructure improvements, north of the proposed 155th Street West, to facilitate potential development on parcels adjacent to Pilot Knob Road, north of 155th Street West. 2024 Update Since 2021, roadway connections have been completed at 155th Street West and Pilot Knob Road, including a signalized intersection and extension of 155th Street West to a cul- de-sac farther west. A short extension of 152nd Street West has been completed as well. Additionally, English Ave has been constructed, allowing for a north/south roadway connection to the west of Pilot Knob Road, between 152nd Street West and 157th Street West. Private commercial development and a network of private internal streets has been constructed between English Avenue and Pilot Knob Road. MUNICIPAL UTITLITIES 2007 Municipal water, sanitary sewer, and storm sewer lines will be sized to appropriate specifications and constructed to serve the developed area. Municipal sewer lines will be extended to serve the development on both parcels. The City of Apple Valley has the water and wastewater capacity to accommodate the development of both parcels as proposed. The end-use plan also includes other infrastructure improvements such as neighborhood parks, telephone, electric, and natural gas lines. 2021 Update The development occurring on the property is serviced by municipal sewer and water lines. As development progresses, each of the new phases of the development will be connected to the trunk sewer lines already on the Property. The City of Apple Valley has the water and wastewater capacity to serve the various uses and densities on the identified in the AUAR study area. No additional mitigation measures have been identified for this update. 2024 Update Along with the streets, associated watermain, sanitary sewer, and storm sewer has been installed within the 155th Street West, 152nd Street West, and English Avenue right of ways. Additional analysis is needed by the City to determine the potential needs for improvements to the water and wastewater infrastructure and overall system operation. More information on water supply can be found in Section 13. Rockport AUAR Update 12 Draft October 2024 STORMWATER AND PARKLAND 2016 In coordination with the City of Apple Valley, the project proposer has assisted with and/or developed storm water management ponds on portions of AUAR study area. This includes an 11.9-acre public park/stormwater pond in the East Parcel. In future phases of development, the developer will be responsible for the installation of additional storm water management ponds and parks in accordance with the City of Apple Valley's adopted Storm Water Management Plan (SWMP). Additionally, as needed, the developer will incorporate open space around these ponds to make these features are an integral part of the community amenities. 2021 Update Multi-cell stormwater management ponds with infiltration benches in the West Parcel of the AUAR study area are nearly completed and need establishment of buffer areas Outlots A and C of Orchard Place 2nd Addition has been platted for the purpose of establishing stormwater ponds. A connection to these stormwater ponds from Pulte's medium density residential development has been completed. Outlot B of the 2nd Addition is expected to be the location of a section of the North Creek Greenway. The developer will be responsible for the installation of additional storm water management ponds and parks in accordance with the City of Apple Valley's adopted SWMP. Additionally, as needed, the developer will incorporate open space around these ponds to make these features are an integral part of the community amenities and continue with meeting the goals outlined in the NCGT plan. Trail and sidewalk connectivity to the NCGT will be important to incorporate as parcels develop. 2024 Update The developer will continue to be responsible for the installation of additional storm water management ponds and parks in accordance with the City of Apple Valley's adopted SWMP. Additionally, as needed, the developer will incorporate open space around these ponds to make these features an integral part of the community amenities and continue with meeting the goals outlined in the NCGT plan, credits to park fee in lieu of dedication or offsets to park dedication requirements may be available to developer. Trail and sidewalk connectivity to the NCGT will be important to incorporate as parcels develop. TRANSIT 2007 The two concepts explored in the 2007 AUAR concentrate on Mixed Use Development within a quarter mile of the 157th Street Transit Station.Transit-Oriented Development (TOD) is synonymous with concentrated development promoting mixed uses and residential densities of at least 12 to 15 units per acre. TOD policies promote increased employment and population concentrations, and a mix of uses that encourage pedestrian activity throughout daytime and evening hours.The mixed-use land use reflects the potential for this kind of activity. Rockport AUAR Update 13 Draft October 2024 The proposed park and street network provides opportunities for adequate pedestrian access to the transit station. As individual redevelopment proposals come forward, the use of landscaping, street furniture, street lighting, and other urban design features that encourage pedestrian activity to integrate the station area into the surrounding community will be considered. Connectivity between street networks and adjoining uses, which can be achieved through landscape design, sidewalks and pathways, signage, building façade treatments, parking strategies and a variety of land uses will also be incorporated. 2016 and 2021 Update As the property in and around the 157th Street Transit Station is developing, the Proposer will work with the City of Apple Valley to accommodate current and future transit improvements. The current proposed uses are compatible with the current transportation infrastructure that exists on or around the property. Transit improvements identified in the CSAH 42 Visioning Study and Corridor Management Plan to the extent feasible and warranted; and by the City and the Minnesota Valley Transit Authority (MVTA), may be incorporated into any future development within the project area, as needed. 2024 Update No update. OTHER 2021 Update The Proposer has and continues to make other infrastructure improvements as needed and consistent with the City of Apple Valley ordinances. All of the developments within the AUAR study area have included the above-referenced infrastructure improvements. 2024 Update No update c. Infrastructure phasing will occur as needed and as development proceeds. Provide a 50 or fewer word abstract for EQB Monitor notice: 2016 This proposed plan on 559 acres in southeastern Apple Valley includes up to 1,000 attached and detached residential housing units, up to 3,321,000 square feet of commercial/mixed-use/neighborhood service development, and approximately 81 acres of open space. A portion of the property has already been developed into single- family homes and a portion of the property is still actively mined. 2021 Update The Rockport (formerly FSA) AUAR study area is located on approximately 559 acres in southeastern Apple Valley, Dakota County. The AUAR was updated in 2016 and an AUAR Update has been prepared to comply with Minnesota Rules Chapter 4410.3610 Subp 7A. Rockport AUAR Update 14 Draft October 2024 The 2021 AUAR update includes land use updates consistent with the City's 2040 Comprehensive Plan. 2024 Update The Rockport Alternative Urban Areawide Review (AUAR) study area encompasses approximately 559 acres of land located in southeastern Apple Valley, MN. The study area is located south of CSAH 42 (CR 42) and is transected by Pilot Knob Road, creating the 'East Parcel' and 'West Parcel'. An AUAR Update has been prepared to evaluate an additional alternative pursuant to Minnesota Rules, part 4410.3610, subpart 7. 7. Project Magnitude Data The cumulative totals of the parameters called for should be given for each major development scenario. 2007 The scenarios summarized below encompass the range of developments that could ultimately be approved for construction on both parcels, composing the nearly 571 acres. These general scenarios show the anticipated types and densities of the end-use plan for environmental assessment purposes. The overall density will vary across the site, with increased density surrounding the CSAH 42 and Pilot Knob intersection and running east to west along CSAH 42 to Flagstaff Avenue to take advantage of the obvious commercial center created by the road frontage. Scenario 1 reflects the scenario with the most Open Space acreage, at approximately 71 acres, with more than 129 acres of low-density residential and 129 acres of medium-density residential for a total of approximately 258 acres of residential and in excess of 240 acres of commercial/mixed use/neighborhood service. Scenario 2 illustrates the scenario with the most commercial/mixed-use/neighborhood service density, at approximately 245.1 acres. This scenario proposes more than 109 acres of low-density residential, 153 acres of medium-density residential and in excess of 62 acres for Open Space. 2016 No update. 2021 Update This AUAR reviews a new development scenario based, in part, on the 2040 Comprehensive Plan. This development scenario depicts a range of densities for each use. Using the maximum density for every use, the comprehensive plan proposes up to 1,534 new residential units and over 3,300,000 square feet of non-residential uses. These totals are based on policies and standards contained in the City of Apple Valley Comprehensive Plan and consistent with the Zoning Ordinance. 2024 Update The 2024 Scenario proposes 105.8 acres of Mixed Business Campus that will include Technology Campus buildings and area for expansion of the existing substation.The 2024 Rockport AUAR Update 15 Draft October 2024 Scenario also proposes single-and multi-family residential dwellings and non-residential uses as identified in Table 1. 8. Permits and Approvals Required List all known local, state, and federal permits, approvals, and funding required. A list of major approvals likely to be required by the anticipated types of development projects should be given. This list will help orient reviewers to the idea that the AUAR process is only one piece of the regulatory framework that will protect environmental resources. The list can also serve as a starting point for the development of the implementation aspects of the mitigation plan to be developed as part of the AUAR. Table 4: Required Permits and Approvals Unit of Government Type of Application Status City of Apple Valley Sewage Treatment System To be applied for Closure AUAR Mitigation Plan Update In process Adoption Rezoning/Platting Approval To be applied for, as needed Building Permits To be applied for as needed Municipal Water Connection To be applied for as Permit needed Natural Resources To be applied as needed Management Permit Sanitary Sewer Connection To be applied for as Permit needed Wetland Exemption To be applied for, if needed Certification Land Use Applications, To be applied for as including but not limited to needed rezonings, variances, site plan review, etc. Substation Expansion Approval To be applied for, if needed Dakota County County Roadway Access To be applied for Permits Hazardous Waste Generator To be applied for Closure Contamination/Assessment To be applied for Plan Well Installation and To be applied for Abandonment Contiguous Plat Review To be applied for Metropolitan Council/ Comprehensive Plan To be applied for, if needed Environmental Services Amendment Sanitary Sewer Connection To be applied for Permit Minnesota Pollution Control NPDES/General Storm Water To be applied for Agency Permit Rockport AUAR Update 16 Draft October 2024 Unit of Government Type of Application Status Sanitary Sewer Extension Permit To be applied for MPCA Cooling Water Discharge To be applied for, if needed Permit Minnesota Department of Water Appropriations Permit To be applied for, if needed Natural Resources Public Waters Work Permit To be applied for, if needed Utility License To be applied for, if needed Minnesota Department of Water Main Extension Approval To be applied for Health US Army Corps of Engineers Letter of No Jurisdictional To be applied for, if needed Wetland Red Cells = New in 2024 Update 9. Land Use Describe the current and recent past land use and development on the site and on adjacent lands. Discuss the compatibility of the project with adjacent and nearby land uses; indicate whether any potential conflicts involve environmental matters. Identify any potential environmental hazard due to past land uses, such as soil contamination or abandoned storage tanks. 2024 Update Land Use and Compatibility with current Land Use plans is addressed in Section 27. 10.Cover Types The following information should be provided: a. A cover type map, at least at the scale of a USGS topographic map, depicting: • Wetlands—identified by type (Circular 39) • Watercourses—rivers, streams, creaks, ditches • Lakes—identify protected water status and shoreland management classification • Woodlands—identify native and old field • Cropland • Current development b. An "overlay" map showing anticipated development in relation to the cover types; this map should also depict any "protection areas," existing or proposed, that will preserve sensitive cover types. Separate maps for each major development scenario should generally be provided. The generalized breakdown of cover types before and after development in each scenario for every year is shown on the chart that follows. 2021 Update Nearly the entire site has been mined, so as it currently sits there are no lakes, woodlands, or grasslands currently on the site. Rockport AUAR Update 17 Draft October 2024 2024 Update Proposed cover types for Scenario 2024 have been added to Table 5. Table 5: Cover Types Cover Type Existing (Acres) 2007 2016 20. 2024 Scenario Scenario Scenario Scenario Orchard Place Scenario 2024 1 2 1 2 Master Plan Types 1 to 8 Wetlands 4 0 0 0 0 0 0 Woodlands/Forest 0 0 0 0 0 0 0 Field/Grassland 0 0 0 0 0 0 0 Agricultural 86 0 0 0 0 0 0 Lawn & Landscaping 0 232 221 161 159 159 174 Impervious Surface 0 327 338 317 319 319 306 Open 0 0 0 81 81 81 79 Space/Stormwater Ponding Other-Aggregate 469 0 0 0 0 0 0 Mining Total 559 559 559 559 559 559 559 WETLANDS 2007 According to the National Wetlands Index (NWI) there are four wetlands within the AUAR study area.Some wetland impacts have occurred within the AUAR study area since 2007. Those wetland impacts have been minimized to the extent practicable and have been mitigated. The wetland inventory and management plan has not been updated to reflect these minor changes to wetlands within the AUAR study area.Table 6 summarizes the wetland types and their quality rankings in the study area. 2021 Update According to the MN DNR 2019 wetlands inventory, there are five wetlands, including four excavated freshwater ponds and one freshwater emergent wetland, within the study area. One freshwater pond and one freshwater emergent wetland appear to have been filled in due to roadway construction and residential development on the surrounding property. Table 6: Wetland Management Classification Summary Community Type Management Number of cres o W Class . Occurrences Type Freshwater Pond 1 4 2.7 Freshwater Emergent 1 1 1.1 Wetland Total 5 3.8 2024 Update Rockport AUAR Update 18 Draft October 2024 No update 1 1 .Fish, Wildlife and Sensitive Resources a. Describe fish and wildlife resources on or near the site and discuss how they would be affected by the project. Describe any measures to be taken to minimize or avoid adverse impacts.The description of wildlife and fish resources should be related to the habitat types depicted on the cover type maps (of Section 10). Any differences in impacts between development scenarios should be highlighted in the discussion. RARE SPECIES AND NATIVE PLANT COMMUNITIES 2016 Westwood reviewed the site area for the Northern long-eared bat (Myotis septentrionalis) (NLEB) habitat and hibernacula. The northern long-eared bat was designated a federally threatened species by the U. S. Fish and Wildlife Service in April 2015. According to the Minnesota DNR, in the southern part of the state, NLEB may use attics, bridges, and buildings for hibernating. In summer, the species is often associated with forested habitats, especially around wetlands. Summer roosts may include under loose tree bark, in buildings, behind signs or shutters, caves, mines, and quarry tunnels (MnDNR). While the species has been documented in Dakota County, only one Township (T28N) is known to contain hibernaculum, and none are known to contain roost trees (see Townships Containing Documented Northern Long-eared Bat Maternity Roost Trees and/or Hibernacula Entrances in Minnesota, April 1, 2016). Given that the AUAR study area is actively mined for sand and gravel, and does not contain significant tree cover, or other suitable habitat, the potential for the NLEB to utilize the site is considered low. The subject property is within proximity of the North Creek that eventually outlets to the Vermillion River, located more than five miles south of the Proposed Project. Within the vicinity of the project, there are reaches of the Vermillion River that are Minnesota-DNR designated trout stream and the DNR may designate additional reaches in the future.As part of the 2016 update, Westwood reviewed current mapping of DNR-designated reaches, and the nearest designated trout stream is nearly 4.5 miles southeast of the project boundary, and 5.2 miles northwest adjacent to the Minnesota River Valley. Because of the trout stream designation, the Vermillion JPO prioritizes temperature sensitive BMPs such as infiltration and filtration and the designation of temperature sensitive wet pond design approaches as well as the control of runoff volume increases. Implementation of sediment and erosion control plans and comprehensive storm water management in accordance with the City of Apple Valley and the Vermillion JPO will eliminate impacts to North Creek and the Vermillion River. In accordance with the City of Apple Valley ordinance, the Proposer is working with the City of Apple Valley to improve the storm water management infrastructure. 2021 Update The subject property has been an active aggregate operation for more than 50 years, with functionally all of natural ground cover having been disturbed. According to NWI, there are four excavated freshwater ponds and one freshwater emergent wetland within Rockport AUAR Update 19 Draft October 2024 the study area.Three excavated basins are visible and were constructed as part of the washplant operations and used to treat washwater. Wildlife habitat on both parcels has historically been limited by the mining activity at the site and the site does not support any significant habitat. Overall, the subject property does not include habitat types that are unique or rare in this area, and the low vegetative diversity generally supports few wildlife species. The development scenario will convert the current gravel mining operations into residential and commercial uses with associated streets, landscaping, and storm water ponding which will incorporate a variety of open water ponding areas and green space. These areas will provide additional potential wildlife habitat within the AUAR study area. 2024 Update No update. b. Are there any state-listed endangered, threatened, or special-concern species; rare plant communities; colonial waterbird nesting colonies; native prairie or other rare habitats; or other sensitive ecological resources on or near the site? @ Yes ❑ No 2021 Update Based on a review of the National Heritage Information System (NHIS) federal and state listed threatened, endangered, and special concern species (per license agreement LA- 965), there is one record within the AUAR study area and two records within one mile of the AUAR study area of listed species: Lark Sparrow, Rusty Patched Bumble Bee, and Blanding's turtle. Blanding's Turtle A record for the Blanding's Turtle (Emys blandingii), a state listed threatened species, is located within one mile from the AUAR study area.The preferred habitat for this species includes wetland complexes and adjacent sandy uplands. Wetlands at the site are actively used for mining operations and do not contain any natural habitat so no impacts to Blanding's turtle are anticipated. Lark Sparrow A record for the Lark Sparrow (Chondestes grammacus), a state listed special concern species, is located within one mile of the AUAR study area. According to the DNR, Lark Sparrows are a relatively large sparrow with bold facial markings. The preferred habitat for this species is dry grassland with a specific set of components: short and/or sparse grasses with at least some bare ground and scattered trees. The site has been previously developed for commercial and residential uses and does not contain natural grassland or trees, so no impacts to the Lark Sparrow are anticipated Rusty Patched Bumble Bee A record for the rusty patched bumble bee (Bombus affinis), a federally listed endangered species, is located within the AUAR study area. The preferred habitat for this species includes grasslands and tallgrass prairies. The site has been previously developed Rockport AUAR Update 20 Draft October 2024 for mining uses and does not contain natural prairie vegetation, so no impacts to the rusty patched bumble bee are anticipated. 2024 Update: An NHIS review request was submitted to the DNR and a response was received in April 2024 (See Attachment D). All species identified in the 2021 review were identified in the 2024 update. Table 7:Species within one mile of the AUAR Study Area Species Type Status Last Habitat In Potential alM a Date Study Mitigation mil Date Area? Measures Blanding's Turtle Threatened 1992 Calm, shallow No Wildlife friendly Turtle (Emys (State waters, including erosion control blandingii) Listed) wetlands BMP's will be associated with utilized during rivers and streams construction. with rich aquatic The Blanding's vegetation are turtle fact especially sheet is preferred. attached. Rusty- Bee Endangered 2018 Grassland with Yes The proposed patched (Federally flowering plants development bumble bee Listed) from April scenario will (Bombus through October, incorporate affinis) underground and native abandoned landscaping rodent cavities or which will clumps of grasses provide above ground as potential nesting sites, and suitable undisturbed soil habitat within for hibernating the AUAR study queens to area. overwinter Lark Sparrow Bird Special 2009 Dry grasslands No No proposed (Chondestes Concern with a specific set mitigation grammacus) (State of components measures. Listed) and characteristics: short and/or sparse grasses (usually native) in areas of sand or gravel soils, with at least some bare ground and widely-scattered or patchy trees. Rockport AUAR Update 21 Draft October 2024 12.Physical Impacts on Water Resources a. Will the project involve the physical or hydrologic alteration (dredging,filling, stream diversion, outfall structure, diking, impoundment) of any surface water(lake, pond, wetland, stream, drainage ditch)? @ Yes ❑No b. If yes, identify the water resource to be affected and describe: the alteration, including the construction process; volumes of dredged or fill material; area affected; length of stream diversion; water surface area affected; timing and extent of fluctuations in water surface elevations; spoil disposal sites; and proposed mitigation to minimize impacts. 2016 There is an established drainageway, which is denoted on the DNR's Protected waters and wetlands map, that runs through the Proposed Project area, flowing to the south into what is referred to as the McNamara Pond, or City of Apple Valley regional storm water pond WVR-443. The McNamara Pond outlet passes underneath 160th Street West and into the City of Lakeville's storm sewer system. In 2015, the McNamara Pond was reconstructed by the City of Apple Valley into two separate chambers to accommodate the best management practices for managing storm water. The reconstruction improved the overall functioning of the storm water management of the McNamara Pond and increased its capacity. The McNamara Pond eventually discharges into North Creek. The drainageway has been converted to storm sewer throughout the developed portions of Apple Valley north and west of the site. The majority of storm water from upstream has been diverted from the drainage ditch through a series of regional storm water ponds and storm sewer conveyance system. The drainage ditch is dry most of the time. In May 1999, McCombs Frank Roos Associates (MFRA) prepared a wetland delineation report in accordance with the Minnesota Wetland Conservation Act (WCA) and the Clean Water Act Section 404. MFRA determined that the drainageway did not meet the hydric soils or wetland hydrology criteria and that it was not a jurisdictional wetland. However, the drainageway is a Department of Natural Resources (DNR) regulated watercourse. As the project area develops, the drainage ditch within the Project area will be converted to a storm sewer conveyance system and regional storm water management ponds, which will tie into the City's existing storm sewer system in accordance with the City of Apple Valley's Surface Water Management Plan. Any alterations to the watercourse will require a public waters work permit from the Minnesota DNR, and potentially a utility crossing license. Additionally, Minnesota Pollution Control Agency (MPCA) water quality standards protect and regulate activities that would adversely impact designated uses. Activities that convert use of these waters for storm water conveyance and treatment may require permits or approval by the MPCA. Prior to development of this area, MPCA will be contacted to determine if a permit is required. It is understood that these activities must be compliant with the mitigative sequence requirements of Minn. R. 7050.0186. Although the 1990 National Wetland Inventory Map analyzed in the 2007 AUAR indicated that there were three PUBGx basins and 1 PEMC basin within the Project area. The PUBGx basins were created as wash water settling ponds and will be removed as part of final restoration activities associated with the central processing area. The PEMC basin was Rockport AUAR Update 22 Draft October 2024 excavated by past mining activities prior to the adoption of the Wetland Conservation Act in accordance with US Army Corps of Engineers (COE) permit 97-05345-NW-RJA and letter (98-04905-DJS) that authorized the excavation (elimination of the wetlands within the mining area) and state that no mitigation is required. This 2016 update analyzed the latest 2015 version of the National Wetlands Inventory mapping. This new map shows four PUBGx (x signifying excavated) wetlands in the west- central portion of the project, which were likely created as a result of on-going mining operations. The PEMC basin that was identified in the 2007 AUAR is no longer mapped on the 2015 NWI update. The previously identified DNR watercourse appears in the western portion of the project and extends through the McNamara Pond to the south (which was removed from NWI Map in 2014). A PEM1Af (signifying farmed) wetland is mapped just east of the Lebanon Cemetery, and was not present on the 1990 mapping. An additional PUBGx wetland is mapped in the NE quadrant of Pilot Knob road and 155th St. West. This wetland was not shown on the previous NWI mapping and appears to be a constructed storm water pond supporting adjacent commercial and residential development. The Applicant will coordinate closely with the US Army Corps of Engineers, the City of Apple Valley as the Local Government Unit administering the Minnesota Wetland Conservation Act, and other applicable wetland regulatory agencies, to ensure all appropriate exemptions and permits are received prior to impacting wetlands, waters, and drainages identified within the project area. It should be noted that reaches of the drainageway located immediately upstream and downstream of the site have previously been eliminated or converted to storm water ponding areas in accordance with DNR permits. Since the 2007 AUAR, the City of Apple Valley has made significant improvements both in managing storm water and increasing its storage capacity. In addition to the reconstruction of the McNamara Pond, the City of Apple Valley has recently taken possession of the storm water management pond constructed on the East Parcel of the Property. 2021 Update The DNR's 2020 Public Waters Index no longer identifies the unnamed drainageway within the AUAR study area. Wetlands in the project area are regulated by several agencies, including the US Army Corps of Engineers, Minnesota Board of Water and Soil Resources (BWSR), the Minnesota Pollution Control Agency (MPCA), and the City of Apple Valley. The City of Apple Valley has accepted the responsibility for the administration of the Minnesota Wetland Conservation Act (WCA). The City uses the DCSWCD for technical assistance for WCA issues. Construction plans for the site that propose direct alteration of wetlands within the AUAR study area will require permits and approvals from the appropriate regulatory agencies. The City will implement these standards along with standards adopted in the Surface Water Management Plan (see Section 17) for waterbodies in the AUAR area.Section 17 provides detailed analysis of the potential stormwater impacts to wetlands and basins in the AUAR area and includes recommendations for management of surface water runoff Rockport AUAR Update 23 Draft October 2024 to avoid or minimize potential impacts. Information about the types and acreage of wetlands in the project area are detailed in Section 10. Some wetland impacts appear to have occurred within the AUAR study area since 2007. One freshwater pond (0.42 acres) and one freshwater emergent wetland (1.09 acres) appear to have been filled due to roadway construction and residential development. The wetland inventory and management plan has not been updated to reflect these changes to wetlands within the AUAR study area. 2024 Update No update. 13.Water Use a. Will the project involve the installation or abandonment of any wells? ►_ Yes ❑ No b. For abandoned wells, give the location and unique well number. For new wells, or other previously unpermitted wells, give the location and purpose of the well and the Unique Well Number(if known). 2016 There are five existing wells within the AUAR Study area, all of which are associated with the current aggregate and ready-mix operation.Three of these wells are associated with the washplant operation (two with the ready-mix plant, one at the scale house) and one is a supply well associated with the truck maintenance facility located on the site (Exhibit 13). The three wells associated with the washplant operations (MN unique ID #'s 497931, 497932 and 497933) are covered under DNR Water Appropriations Permit #1995-6151. These wells will be abandoned in accordance with the Minnesota Department of Health and Dakota County requirements prior to development of the site. There were five other wells located on the property that were associated with homesteads. These wells have already been abandoned in accordance with MN Department of Health and Dakota County requirements. The project will be served by the City of Apple Valley's municipal water supply. Based on the DNR's permit index from the MPARS (MNDNR Permitting and Reporting System) database, the City's water appropriation permit was updated September 19, 2013. Expected water demand is approximately 75 percent of well capacity. The MN DNR water appropriation permit number for the City of Apple Valley Municipal supply is 74- 5229. Future water use for the project is expected to be directly proportional to the amount of sanitary wastewater generated.The water demand estimates for the proposed project were obtained utilizing the assumption that water demand quantity is approximately 110 percent of the expected sanitary wastewater produced. Table 9, shown below, displays the calculated water demand quantities. The City of Apple Valley has plans to serve the water demands of the project and future projects within the City. Their Comprehensive Guide Plan 2030-Update indicates that the City plans to meet the city's projected maximum day demand of 29.5 million gallons per day (MGD) to meet the demand conditions within the City at saturation development. Rockport AUAR Update 24 Draft October 2024 This will be accomplished through additional wells, water mains and water storage reservoirs constructed and put online as development of the remaining vacant lands within the City proceeds. The City's trunk water system Plan prepared in January 2002 plans for future 12"-20" trunk water mains to serve the Proposed Project. The City completed the construction of a water tower in the northwest corner of 160th Street West and Pilot Knob Road, which went online in 2008, and the installation of a 16" water main running north-south through the parcel of the Proposed Project that lies east of Pilot Knob Road.This main continues south through adjacent properties and along the Pilot Knob Road right of way to the new water tower. 2021 Update An additional 16" Watermain connection has been made at 155th Street West and Pilot Knob Road to address phasing and water use demands as the property develops. This additional loop will provide greater fire flow and pressure in the AUAR area. A search of the Minnesota Department of Health's (MDH) Minnesota Well Index and Dakota County's well records was performed, and records were found for fifteen wells in the AUAR study area. Existing wells in areas that will be redeveloped will be abandoned in accordance with Minnesota Department of Health rules and regulations. See Table 8 for well ID number and status. Table 8: Wells within AUAR study area Well ID Well Name/Location Well Depth Well Status MDH Minnesota Well Index 426874 TW -Test Well 62 feet Sealed 481815 Barton Sand and Gravel 235 feet Active 481816 Fischer Sand & Agg. 37 Feet Active 497931 Fischer Sand & Agg. No. 1 53 Feet Active 497932 Fischer Sand & Agg. No. 2 52 Feet Active 497933 Fischer Sand & Agg. No. 3 55 Feet Active 553573 Fischer Sand & Aggregate 60 Feet Active 553836 DW - Dewatering Well 44 Feet Sealed 645048 Fischer Sand & Aggregate 40 Feet Active Dakota County H223261 15305 Johnny Cake Ridge Rd N/A Sealed H339470 57XX 150th St W N/A Sealed H339471 5732 150th St W N/A Sealed Rockport AUAR Update 25 Draft October 2024 H163324 15497 Pilot Knob Rd N/A Sealed H163325 15497 Pilot Knob Rd N/A Sealed N/A 15303 Johnny Cake Ridge Rd N/A N/A Water demand for the 2021 update is discussed below (see Table 9). Table 9: Expected Water Demand Expected Water Demand (GPD) 2007 Scenario 1 1,058,216 2007 Scenario 2 1,120,558 2016 Update 718,538 2021 Update 718,538 2024 Update Scenario 2024 has an expected range of peak day water demand for a single user of no more than 1.5 million gallons per day (GPD) for a small portion of the year. The city has sufficient infrastructure to supply a total system water demand of approximately 19.1 million gallons per day (MGD). Additional capacity may be available; however, additional analysis will be needed to understand the potential needs for additional treatment plant, wells, and overall system operation. With respect to c and d, below, if the area requires new water supply wells, specific information about that appropriation and its potential impacts on groundwater levels should be given; if groundwater levels would be affected, any impacts resulting on other resources should be addressed. With respect to possible individual appropriations by future projects, a general assessment of the likely need for such should be indicated, and if there is potential for major appropriations or environmental issues resulting from individual appropriations, a more detailed assessment of those should be included along with a discussion for mitigation for potential problems. c. Will the project require an appropriation of ground or surface water(including dewatering)? ►_ Yes ❑ No d. If yes, indicate the source, quantity, duration, purpose of the appropriation, and DNR water appropriation permit number of any existing appropriation. Discuss the impact of the appropriation on groundwater levels. 2021 Update Rockport AUAR Update 26 Draft October 2024 It is not anticipated that any dewatering will be required, however, if any dewatering is necessary, proposer will follow applicable rules and regulations, and, if necessary, obtain a temporary water appropriation permit from the DNR. 2024 Update No Update. 14.Water-Related Land Use Management Districts a. Does any part of the project site involve a shoreland zoning district, a delineated 100- year floodplain, or a state and federally designated wild and scenic river land use district? ❑ Yes @No b. If yes, identify the district and discuss the compatibility of the project with the land use restrictions of the district. Such districts should be delineated on appropriate maps and the land use restrictions applicable in those districts should be described. If any variances or deviations from these restrictions within the AUAR are envisioned, this should be discussed. 2021 Update FEDERALLY DESIGNATED WILD AND SCENIC RIVER LAND USE DISTRICTS The study area is not located within a federally designated wild and scenic river district. FLOODPLAINS In 2021, Kimley-Horn reviewed the Federal Emergency Management Agency's (FEMA's) Flood Insurance Rate Map. The AUAR study area is not located within a FEMA 100-year floodplain. FEMA Flood Insurance Rate Map (FIRM) panel numbers for the site include 27037CO210E, 27037CO202E and 27037CO208E. , Regional ponding areas within the developed areas will be constructed with 100-year flood elevations as part of the storm water management for the site. All structure openings will be constructed above the 100- year flood elevations and meet any freeboard requirements of the City of Apple Valley. APPLE VALLEY SHORELAND ORDINANCE The City of Apple Valley's shoreland ordinance includes three areas, Alimagnet, Long, and Farquar Lakes. These shoreland areas are not within close proximity to the proposed project. VERMILLION RIVER WATERSHED DISTRICT The study area is located within the Vermillion River Watershed Joint Powers Organization (VRMJPO) area. 2024 Update No update 15.Water Surface Use a. Will the project change the number or type of watercraft on any waterbody? Rockport AUAR Update 27 Draft October 2024 ❑ Yes @ No b. If yes, indicate the current and projected watercraft usage and discuss any potential overcrowding or conflicts with other users or fish and wildlife resources. This item need only be addressed if the AUAR area would include or adjoin recreational waterbodies. 2021 Update Waterbodies within the study area are not anticipated to be used watercraft or for recreational uses that will impact fish or wildlife resources. 2024 Update No update. 16.Erosion and Sedimentation a. Describe any steep slopes or highly erodible soils and identify them on the site map. Describe the erosion and sedimentation measures to be used during and after construction of the project.The number of acres to be graded and number of cubic yards of soil to be moved need not be given; instead, a general discussion of the likely earthmoving needs for development of the area should be given, with an emphasis on unusual or problem areas. In discussing mitigation measures, both the standard requirements of local ordinances and any special measures that would be added for AUAR purposes should be included. 2016 Implementation Timeframe: 2014-2026 Mining activity has created steep slopes throughout the site. These active mine faces are subject to erosion and sedimentation, but all storm water contacting the steep slopes or aggregate piles is handled internally and not discharged untreated off-site. As restoration grading is undertaken on exhausted mine areas, restoration grades will be established that will not exceed 3:1 and the majority of the site will be left relatively flat to accommodate road grades and building pads. All applicable BMPs have been and will be employed throughout the mining, restoration grading and development portions of the project. These measures are described in more detail in the following mitigation plan. 2021 Update Applicable BMPs will be implemented and used during the redevelopment of the AUAR study area. These measures are described in more detail in the following mitigation plan. 2024 Update No Update. 17.Water Quality—Surface Water Runoff It is expected that the AUAR will have a detailed analysis of stormwater issues. A map of the proposed stormwater management system and of the waterbodies that will receive stormwater should be provided. Rockport AUAR Update 28 Draft October 2024 The description of the stormwater system should identify on-site and "regional" detention ponding and also indicate whether the various ponds will be new waterbodies or converted existing ponds or wetlands. Where on-site ponds will be used but have not yet been designed, the discussion should indicate the design standards that will be followed. The following types of waterbodies must be given special analysis: • Lakes: Within the Twin Cities metro area, a nutrient budget analysis must be prepared for any "priority lake" identified by the Metropolitan Council. Outside of the metro area, lakes needing a nutrient budget analysis must be determined by consultation with the MPCA and DNR staffs. • Trout Streams: If stormwater discharges will enter or affect a trout stream, an evaluation of the impacts on the chemical composition and temperature regime of the stream and consequent impacts on the trout population (and other species of concern) must be included. QUANTITY AND QUALITY OF SITE RUNOFF BEFORE AND AFTER THE PROJECT 2016 The quantity of runoff from the site will increase from existing conditions as currently storm water is handled internally over the majority of the active mining area. As individual phases are mined and restored, regional storm water ponds will be incorporated into the final restoration grading. These ponds will be designed in accordance with the City of Apple Valley's Surface Water Management Plan (Bonestroo, Rosene, Anderlick &Associates, 2007). These ponds, will provide dead storage and live storage and control the peak rates of runoff resulting from increased impervious surfaces. One of the ponds within the system, WVR-443 (the McNamara Pond), was reconstructed in 2015 and connects to the City of Lakeville's storm water management system. As part of the final development and the extension of Johnny Cake Ridge Road south to 160th Street West, this pond will be relocated.The table below indicates that flow from this pond is modeled at 125.9 cfs for the 1 percent probability 24-hour rainfall event. This exceeds the allowable peak discharge as agreed to between the Cities of Apple Valley and Lakeville. The cities are currently studying the capacity of the existing outlet pipe to reach an agreement upon the maximum allowable outflow rate from the pond. As part of the final development and the extension of Johnny Cake Ridge Road south to 160th Street West, this pond was reconstructed into two chambers to accommodate the construction of the road and to increase capacity to decrease the outflow to the City of Lakeville.The development plans also contemplate combining WVR- P54 with the reconstructed WVR-443 or moving WVR-P54 south as well as lowering both the NWL and HWL elevations as may be appropriate to accommodate reclamation grades. Additionally, the City of Apple Valley completed another stormwater management pond located on the East Parcel. The characteristics of that pond are listed below. In all cases, the required pond volumes and rates of discharge will continue to meet those identified in the City of Apple Valley Surface Water Management Plan. This plan identifies allowable peak discharges from each of the regional ponds that will be incorporated into final development design. The quality of surface water runoff currently is high in total suspended solids but is handled internally in accordance with an NPDES and storm water pollution prevention plan Rockport AUAR Update 29 Draft October 2024 associated with the mining operation. The quality of surface water runoff after development will be typical of urban runoff. The State of Minnesota has banned the use of phosphorus fertilizer, unless there is a demonstrated soil deficiency or a new lawn. Regional storm water basins developed within the project area will be designed with dead storage beneath the outlets and skimmer structures at the outlets to treat storm water prior to discharge from the site. With the changes to the City of Apple Valley's storm water management system noted, the 2007 AUAR conclusions remain valid, and, in fact, the surface water management has improved since the 2007 AUAR. 2021 Update The study area is located within the Vermillion River Watershed Joint Powers Organization (VRMJPO) area. VRMJPO seeks to protect surface water, ground water, and natural resources within in the Vermillion River watershed. The proposed development within the AUAR study area will require compliance with the standards of the VRMJPO, City of Apple Valley, and NPDES permit requirements for water quality, volume control, rate control, and erosion control. The following stormwater management requirements will be adhered to: • City of Apple Valley Code of Ordinances; Chapter 152.55 • City of Apple Valley Comprehensive Surface Water Management Plan • Vermillion River Joint Watershed Powers Organization Standards • National Pollution Discharge Elimination System permit requirements NPDES permit requirements will be determined for each new development within the AUAR study area.This permit requires 80 percent TSS removal and meeting existing run-off rates for the 2, 10, and 100-year storm events. Additionally, as required by the City's surface water management plan (2018), the project will be required to retain and infiltrate the 2-year, 24- hour rainfall event (2.8 inches).'These infiltration areas will be designed to mitigate the increase in the quantity of storm water runoff. Ponding described in the 2021 Update provides updated locations of proposed stormwater ponds. WVRP53.1 and WVR-P54.1 -WVRP54.6, which was constructed in 2021, was designed and built in accordance with the City requirements and the 2018-2027 City of Apple Valley Surface Water Management Plan. WVRP53.1 will need to be expanded or storm water re- routed as the property continues to develop north of 155th Street West. 2024 Update A regional stormwater basin will be constructed within the proposed Technology Campus area of the study area that will connect to the city's stormwater network and accommodate stormwater runoff from the Technology Campus and other properties within the study area, in accordance with City of Apple Valley City adopted SWMP. RECEIVING WATER BODIES FOR RUNOFF FROM THE SITE ' Source: City of Apple Valley:Surface Water Management Plan 2018-2027. https://www.ci.apple- valley.mn.us/DocumentCenter/View/507/2018-Surface-Water-Management-Plan Rockport AUAR Update 30 Draft October 2024 2016 The site is located within the Vermillion Watershed District. The portion of the subject property that lies west of Pilot Knob Road falls within the West Vermillion River (WVR) drainage district of the City of Apple Valley. The portion of the subject parcel that lies east of Pilot Knob Road falls within the East Vermillion River (EVR) drainage district of the City of Apple Valley. The City of Apple Valley has an agreement with the City of Lakeville that the total storm water flow from Apple Valley to Lakeville will not exceed 67 cfs (Eastern and Central tracks combined). All of the area west of Pilot Knob Road is being routed into the reconstructed WVR-P443 Pond. This pond discharges into the City of Lakeville's North Creek District storm sewer system. The reason for the reconstruction of pond WVR-P443 is to improve water quality and accommodate more capacity. Within the City of Lakeville, storm water flows through the Main Branch of North Creek via pipes and eventually discharges into public water 19-349W, located east of Pilot Knob Road and North of 170th Street West. Flow continues to the southeast under 170th Street West and flows via open channel where it enters DNR Public Water 350W and converges with the West Branch of North Creek. Outflow from DNR Public Water 350W continues to the southeast just under 2 miles south of the Apple Valley City Limits. North Creek continues flowing south where it eventually enters the Vermillion River just northeast of the City of Farmington, in Empire Township. The Vermillion River is located just more than 5 miles from the point where the City of Apple Valley discharges storm water into the City of Lakeville. Water from the portion of the proposed project that is located in the EVR drainage district will eventually be routed into the newly constructed storm water management pond located on the East Parcel in what is referred to as the Cortland Development and eventually into EVR-P44 and Cobblestone Lake, the last regional storm water pond leaving Apple Valley from the EVR District. From EVR-P44, water is intermittently pumped via a 13 cfs lift station and 30" force main that discharges into DNR Protected Water 19-349W in the City of Lakeville where it merges with flow from other portions of Lakeville and the WVR drainage area. Storm water then flows via open channel to DNR Public Water 350W which is located on North Creek. Potential impacts to North Creek as a result of the lift station were studied in the Cobblestone Lake Development Final AUAR prepared by Westwood Professional Services, Inc. and published in February 2001. With the additional changes in the City of Apple Valley's storm water management system since the 2007 AUAR, it is anticipated that the quality of the water runoff will improve and the quantity will decrease. Therefore, the 2016 AUAR Update verifies that the conclusions reached in the 2007 AUAR Update remain valid. 2021 Update No update. 2024 Update No AUAR Study Area update. It is noted that East Lake has recently been identified as impaired by phosphorus, but East Lake is not a receiving waterbody for runoff from the Study Area. Rockport AUAR Update 31 Draft October 2024 STORMWATER ISSUES 2007 As part of the proposed development, several new regional storm water basins will be incorporated into the project area. These basins will be designed in accordance with the ponds listed in Table 17-1 above. They will be constructed to NURP standards to provide water quality treatment and sufficient live storage to reduce peak rates of runoff to those accounted for within the City's storm water management plan. Infiltration areas will be incorporated into areas as they develop to reduce the volume of runoff discharging from the site and promote groundwater recharge. 2021 Update Stormwater management BMP's will meet current and applicable City and watershed requirements. 2024 Update No update. 18.Water Quality—Wastewaters a. Describe sources, quantities, and composition (except for normal domestic sewage) of all sanitary and industrial wastewaters produced or treated at the site. 2016 Sanitary wastewater will be produced at this site from the low density, medium density commercial and mixed business campus uses. Sanitary wastewater volumes were calculated using the methods described in the Service Availability Charge (SAC) Procedures Manual (Metropolitan Council Environmental Services, 2015). The number of units in the residential areas was given a range, from which the maximum value was used to calculate SAC units for a worse case estimate. For residential areas, the number of SAC units was estimated by assigning 1 SAC unit (274 gallons per day) per dwelling unit and assuming maximum allowable dwelling units per acre of proposed residential land use for Scenarios 1 and 2, or the estimated number of units for the 2016 update. For the commercial and mixed business campus areas, the SAC rate was assumed to be one SAC per 2,400 square feet, which is more conservative than the standard 1 SAC per 3,000 square feet used for retail stores but reflects uses such as banks and libraries, which could potentially be developed within the subject property. 2021 Update The estimated wastewater flows are provided below in Table 10. It is anticipated that wastewater volumes will be at or below these estimated levels. Table 10: Wastewater Generation Predicted Scenario Proposed Land Use Area (acres) SAC Units riM Wastewater Rate Gal/day Multi-Family Residential 1:1 Unit 320 320 87,680 Rockport AUAR Update Draft October 2024 Scenario Proposed Land Use SAC Units SAC Wastewater Rate Units (Gal/day) 2016 and Single Family Residential 1:1 unit 680 680 186,320 2021 Mixed Business 1:2,400 3,321,000 1,384 379,216 Campus/Commercial SF Total 2,384 653,216 2024 The estimated wastewater volumes for the non-residential land uses are as follows: Table 11: Estimated Sewer Flows for Non-Residential Land Uses Land Area (acres) Average Flow Total Average Flow (MGD) Use (gallons/acre/day) 2007 2007 2021 2007 2007 2021 2007 2007 2021 Comm 59 59 89 1,200 1,200 0.007 0.0708 0.1067 I/O 306 264 200 1,200 1,200 0.367 0.3168 0.24 P/I 11 11 48 1,200 1,200 0.013 0.0132 0.0576 0/I/C N/A 47 N/A N/A 1,200 N/A N/A 0.0564 N/A TOTAL -- -- -- -- -- -- 0.387 0.457 0.40403 2024 Update The technology campus portion of Scenario 2024 has an expected daily flow of 267,500 gpd (2,000 gpd/ac * 134 acres). The peak day is only for 1 to 10 days over the 5-6 month discharge period. Wastewater flows would need to be split for discharge to both the English Avenue Sanitary Sewer extension and Johnny Cake Ridge Road extension north of 155fh Street to serve a large single user. The estimated water and wastewater demands for the AUAR study area are outlined in Table 12 below: Table 12: Estimated Water and Wastewater Demands (2024) Water System Wastewater System Maximum Difference Maximum Difference Y Demand Day Flow (MDD) (ADF) Planning Scenario (gpd) (gpd) (gpm) (gpd) (gpd) (gpm) Comprehensive Plan 1,166,776 NA NA 1,561,840 NA NA Future Planning -Technology Campus 2,555,548 1,388,771 964.4 1,664,656 102,816 71.4 Future Planning - No Technolo•yCampus 1,524,485 357,709 248.4 1,658,880 97,040 67.4 b. Describe any waste treatment methods to be used and give estimates of composition after treatment, or if the project involves on-site sewage systems, discuss the suitability of Rockport AUAR Update 33 Draft October 2024 the site conditions for such systems. Identify receiving waters (including groundwater) and estimate the impact of the discharge on the quality of the receiving waters. (If discharge may affect a lake consult "EAW Guidelines" about whether a nutrient budget analysis is needed.) 2007 Municipal sanitary sewer will be extended to the project area. There will be no on-site wastewater treatment associated with the proposed development. 2016 and 2021 Update The municipal sanitary sewer system was expanded to the portion of the Study area that have been or are currently under development. The sanitary system will be expanded, as necessary, to areas as development occurs. 2024 Update Wastewater would be collected by a 15" sewer main starting in the southern portion of the study area and running 0.5 miles south to MCES interceptor. c. If wastes will be discharged into a sewer system or pretreatment system, identify the system and discuss the ability of the system to accept the volume and composition of the wastes. Identify any improvements which will be necessary. 2016 Wastewaters from the proposed end-use plan will be handled by the City of Apple Valley and processed at the Empire Wastewater Treatment Facility, a Metropolitan Council facility. The Empire wastewater treatment plant has a design capacity to treat 24 million gallons of wastewater per day. The plant was recently expanded and a new discharge location established on the Mississippi River in Rosemount, Minnesota. According to the Metropolitan Council 2040 Water Resource Policy Plan, Wastewater Flow Projections of 3.79, 3.95, and 4.12 million gallons per day (MGD) are projected for the City of Apple Valley by 2020, 2030, and 2040, respectively. According to the City of Apple Valley, there is enough system and facility capacity to handle all of the wastewater generated by the proposed end-use development plan. The Proposer anticipates that the wastewater will be consistent with other residential and mixed-use developments around the metropolitan area. Improvements will be limited to extending sanitary sewer main infrastructure through the proposed development. 2021 Update No update. 2024 Update The 15" MCES sewer main currently has approximately 80%o capacity remaining. The project will discharge between around 267,500 for a peak day. In evaluation of the remaining flow in the 15 inch line at Jonny cake, the property appears to have been projected to have a wastewater flow of 260,000 gpd. There is currently additional capacity at the MCES Empire wastewater treatment plant (WWTP), which currently experiences flows of 10-MGD but is designed for 24-MGD. Further studies will determine if Rockport AUAR Update 34 Draft October 2024 all flows, including IWW are capable of being discharged through MCES's interceptor system to Empire WWTP, or if secondary measures are required such as an attenuation tank for the IWW to hold the peak flows back and release the IWW at a constant rate. Another option is to seek a cooling water discharge permit from the MPCA to infiltrate a portion of the cooling water in lieu of discharge to the MCES system. 19.Geologic Hazards and Soil Conditions Approximate depth (in feet) to groundwater:20 minimum 40 average Approximate depth (in feet) to bedrock:50 minimum 100 average a. Describe any of the following geologic site hazards to groundwater and also identify them on the site map: sinkholes,shallow limestone formations, or karst conditions. Describe measures to avoid or minimize environmental problems due to any of these hazards. 2007 The bedrock subcrop beneath the site is the St. Peter Sandstone. The upper part of this bedrock unit is a fine to medium-grained quartzose sandstone that is massive to thick bedded. The lower portion of the bedrock unit contains sandstone, siltstone and shale. There are no known sinkholes, shallow limestone formations or karst conditions on the project site. Karst features typically do not develop within the St. Peter; however, bedding plane partings and other secondary porosity features may be present within the bedrock system at depth. The St. Peter sits on top of the Prairie du Chien Group which contains various layers of limestone and dolomites interbedded with thin layers of sandstone and chert. The first ground water contact beneath the site varies from approximately 900-915 feet above mean sea level over the site. The direction of flow in the surficial aquifer is from the southwest to northeast. Treated storm water will be directed to infiltration areas to encourage recharge to the groundwater table and limit the volume of storm water leaving the site. 2016 and 2021 Update Stormwater ponding and infiltration areas will be constructed in accordance with applicable rules and regulations to treat stormwater and minimize runoff, as development occurs and as needed 2024 Update The study area is located within the Apple Valley Central Drinking Water Supply Management Area (DWSMA) and approximately 1,500 ft away from Minnesota Department of Health (MDH) Emergency Response Areas (ERAs). No impacts to groundwater are anticipated as a result of the proposed development. b. Describe the soils on the site, giving SCS classifications, if known. Discuss soil granularity and potential for groundwater contamination from wastes or chemicals spread or spilled onto the soils. Discuss any mitigation measures to prevent such contamination. Rockport AUAR Update 35 Draft October 2024 2007 Several soil types are found throughout the site. However, over the years mining has or will remove essentially all of the original site soils. Detailed herein are the soil types given in the original soil survey from 1981. According to the Web Soil Survey, eight soil types were originally present throughout the site; The Waukegan silt loam with slopes of 1%or less is the most prevalent soil type. Though other soil types cover a much smaller percentage of the site, most of them encompassed several acres. Wadena soils are deep, well-drained soils typically found on outwash plains and stream terraces. They are moderately permeable in the upper part and rapidly permeable in the lower part. Organic content is moderate to high. The Wadena soils formed in a loamy mantle and underlying sandy and gravelly deposits. The Salida gravelly coarse sandy loam is an excessively drained soil typically found on convex knolls and side slopes on outwash plains and stream terraces. This soil is very rapidly permeable and has a low organic content. This soil is typically formed in a thin loamy mantle underlain by calcareous sandy and gravelly deposits. The Kennebec silt loam is a deep, moderately well drained soil typically found in depressions and drainage ways on outwash plains. This soil is moderately permeable and has a high organic content. Typically, this soil is subject to occasional flooding or ponding. The Kennebec formed in silty alluvium. The Lindstrom silt loam is a deep,well-drained soil typically found in slightly concave parts of upland drainage ways and on lower foot slopes of loess-covered uplands. It is moderately permeable and has a moderate organic content. Lindstrom soils formed in silty eolian or alluvial sediments. Waukegan soils are deep,well-drained soils on outwash plains and stream terraces. They are moderately permeable in the upper part and rapidly permeable in the lower part. Organic matter contact is high. The Waukegan soils formed in a silty mantle and the underlying calcareous sandy and gravelly deposits. Kanaranzi soils are deep,well-drained and somewhat excessively drained soils typically found on outwash plains and valley trains. These soils are moderately permeable in the upper part and rapidly permeable in the lower part. Organic matter content tends to be high. These soils typically formed in silty and loamy glacial outwash sediments and the underlying calcareous, sandy deposits. Hawick soils are deep, excessively drained soils typically found on stream terraces and outwash plains. These soils are rapidly permeable in the upper part and very rapidly permeable in the lower part. Organic matter content of Hawick soils tends to be moderately low. Hawick soils formed in loamy alluvium and sandy and gravelly outwash deposits. 2021 Update See Table 13 and Figure 5 in Attachment C for Web Soil Survey soil types within the AUAR study area.See Section 25 for information regarding prime farmland within the study area. Rockport AUAR Update 36 Draft October 2024 Table 13: Soil Types Map Unit Map Unit Name Acres Percent Prime Farmland Hydric Symbol 39A Wadena loam, 0-2% 3.5 0.6% Yes No Slopes 39B Wadena loam, 2-6% 7.9 1.4% Yes No Slopes 39B2 Wadena loam, 2-6% 6.9 1.2% Yes No Slopes, eroded 39C Wadena loam, 6- 2.7 0.5% Farmland of No 12%Slopes Statewide Importance 42C Salida gravelly 2.1 0.4% No No coarse sandy loam, 2-12%Slopes 250 Kennebec silt loam 6.1 1.1% Yes No 301B Lindstrom silt loam, 6.0 1.1% Yes No 1-4%Slopes 411A Waukegan silt loam, 122.3 21.9% Yes No 0-1%Slopes 41111 Waukegan silt loam, 43.3 7.8% Yes No 1-6%Slopes 411C Waukegan silt loam, 8.0 1.4% Farmland of No 6-12%Slopes Statewide Importance 415B Kanaranzi loam, 2- 1.6 0.3% Farmland of No 6%Slopes Statewide Importance 415C Kanaranzi loam, 6- 3.8 0.7% No No 12%Slopes 611C Hawick gravelly 16.1 2.9% No No sandy loam, 6-12% slopes 611F Hawick loamy sand, 1.1 0.2% No No 20-40%slopes 1030 Pits, sand and gravel 322.8 57.8% No No 1078 Anthroportic Udorthents, 3.9 0.7% No No 2 to 9 percent slopes 2024 Update No update 20.Solid Wastes; Hazardous Wastes; Storage Tanks a. Pre-project Site Conditions- Describe existing contamination or potential environmental hazards on or in close proximity to the project site, such as soil or groundwater contamination, abandoned dumps, closed landfills, existing or abandoned storage tanks, and hazardous liquid or gas pipelines. Discuss any potential environmental effects from pre-project site conditions that would be caused or exacerbated by project Rockport AUAR Update 37 Draft October 2024 construction and operation. Identify measures to avoid, minimize, or mitigate adverse effects from existing contamination or potential environmental hazards. Include development of a Contingency Plan or Response Action Plan. 2021 Update The Minnesota Pollution Control Agency's (MPCA) What's In My Neighborhood (WIMN) database was reviewed to determine if any known contaminated properties or potential environmental hazards are located within the study area and 16 sites were identified within 200 feet of the study area (see Figure 6 in Attachment C). Of the 16 sites, 13 have activities that are listed as active. Using the following criteria established by the Minnesota Department of Transportation (MnDOT), the sites were classified into high, medium, and low risk sites: • High risk: In general, sites with high environmental risks are properties that have documented releases of chemicals or hazardous or regulated substances (e.g., active and inactive state and federal cleanup sites, active and inactive dump sites, and active leaking underground storage tank sites), strong evidence of contamination (e.g., soil staining, stressed vegetation), or storage of large volumes of petroleum or other chemicals (e.g., bulk storage tank facilities). • Medium risk: Sites of medium environmental risk are properties where smaller volumes of petroleum, chemicals, or hazardous materials are frequently stored and used (e.g., registered underground and aboveground storage tanks, vehicle repair facilities, metal working shops), but at which no evidence of spills or releases exists, or properties with documented releases that have been "closed" (signifying no further cleanup actions deemed necessary) by the MPCA. Closed sites, such as closed leaking underground storage tank sites, are considered medium risks because residual soil or groundwater contamination may exist. • Low risk: Low environmental risk sites include properties where minor volumes of chemicals or hazardous materials have been used or stored (e.g., hazardous waste generators, and possibly some farmsteads and residences). Table 14: MPCA"What's in My Neighborhood?"Sites within 200 feet of Study Area Site ID Site Name Activity Program(s) and Risk (Status) Level Hazardous Waste, Hazardous Waste 71951 Home Depot 2833 Construction Stormwater (Active), Stormwater Low (Inactive) 7719 Apple Valley Wastewater-Municipal Water Quality Low Collection System Collection System (Active) 4185 AVR Inc-Apple Air Quality Air Quality (Active) Low Valley Plant AVR Inc- Hazardous Waste, Very Hazardous Waste 32508 Maintenance Shop small quantity generator (Active) Low 224792 Quarry Ponds 5th Construction Stormwater Stormwater (Inactive) Low and 6th Addition 148518 Quarry Pond West Construction Stormwater Stormwater (Inactive) Low Rockport AUAR Update 38 Draft October 2024 Site ID Site Name Activity Program(s) and Risk (Status) Level 5622 Dodd Valley Estates Construction Stormwater Stormwater (Inactive) Low 149418 Fischer Mining LLC Industrial Stormwater Stormwater (Active) Medium Rich Hervieux Auto Hazardous Waste, 20648 Body Repair Minimal quantity Stormwater (Active) Low generator CSAH 42 & Embry 221048 Path Intersection Construction Stormwater Stormwater (Active) Low Improvements 140909 Cortland Construction Stormwater Stormwater (Active) Low 148412 Cortland 3rd Construction Stormwater Stormwater (Active) Low Addition North Creek 213052 Greenway Construction Stormwater Stormwater (Active) Low Underpass Aboveground Tanks; Hazardous Waste 119752 Target Store T2390 Hazardous Waste, Very (Active, Tanks Medium small quantity generator (Active) 157th Street West & 213524 Johnny Cake Ridge Construction Stormwater Stormwater (Active) Low Road Extension 216042 Cobblestone Lake Construction Stormwater Stormwater (Active) Low Park Improvements 2024 Update No update b. Describe the types, amounts, and compositions of solid or hazardous wastes to be generated, including animal manure, sludge, and ashes. Identify the method and location of disposal. For projects generating municipal solid waste indicate if there will be a source separation plan; list type(s) and how the project will be modified to allow recycling. 2007 Typical residential and commercial/mixed use solid waste generation is anticipated for the proposed development, including metals, plastics, paper, glass and other organic material. It is not anticipated that the development will generate animal manure, sludge or ash. Toxic or hazardous materials, other than motor fuels and household cleaners, are not anticipated to be used on the project site. Table 15 estimates the anticipated and relative percentage of each type of solid waste (by weight). Table 15: Types of Solid Waste Generation Anticipated Waste Type Percentage* Paper 31 Other Organics1 22 Yard Wastes 19 Rockport AUAR Update 39 Draft October 2024 Waste Type Percentage* Other Waste2 10 Plastics 7 Metals 5 Glass 5 Special Wastes3 1 TOTAL 100 'Other Organics include such items as food wastes, textiles/clothes, woods and rubber products. 2Other Wastes include items such as inert solids and household hazardous wastes. 3Special Wastes include items such as ash, asbestos and oversized bulky wastes. Table 16: Waste Generation Per Household Type Calculation Persons Per Household 2.6 persons/household Waste generation per household 1.25 tons/household/year Residential recycling, curbside 0.21 tons/household/year Residential recycling, drop-off 0.05 tons/household/year Yard waste, composed 0.10 tons/household/year Non-Residential Waste Generation 33.44 tons/acre/year Non-Residential Recycling 2.49 tons/acre/year Calculations were completed using the above statistical information and the Development Scenario proposed for the study area. Comparisons of current and predicted potential waste generation quantities are presented in Table 17. Estimates related to recycling and yard waste composting are presented in the text following the table. Table 17: Solid Waste Generation Source Waste Generation Development Waste Generated Scenario Waste generation 1.25 1,542 Households 1928 tons/year per household tons/household/year Residential 0.21 1,542 Households 324 tons/year recycling, curbside tons/household/year Residential 0.05 1,542 Households 77 tons/year recycling, drop-off tons/household/year Yard waste, 0.10 1,542 Households 154 tons/year composed tons/household/year Total residential 2,483 tons/year Non Residential 33.44 tons/acre/year 221 Acres 7,390 tons/year Waste Generation Non Residential 2.49 tons/acre/year 221 Acres 550 tons/year Recycling Total Non- Residential 7,940 tons/year Rockport AUAR Update 40 Draft October 2024 Source Waste Generation Development Waste Generated Scenario Total Waste Generated 10,423 tons/year The City of Apple Valley and Dakota County encourage the sorting of solid waste into those wastes that are recyclable and those that are for landfills. Residents are provided with curbside recycling and solid waste disposal services through private solid waste haulers. Commercial facilities are encouraged to take advantage of recycling programs to reduce costs for solid waste trucking and disposal. Non-recycled waste will be either incinerated or hauled to the construction debris landfills in Dakota County in accordance with Dakota County Ordinances 110, 111 and 114 and all applicable MPCA regulations. After development, it is estimated that approximately 324 tons/year of residential solid waste would be recycled via curbside pick-up and 77 tons/year would be recycled via drop-off sites each year. The amount of recycling in the area associated given the maximum non-residential development would be estimated to be approximately 550 tons per year under proposed conditions. It is estimated that approximately 0.10 tons of yard waste per household is composted each year. Under potential development conditions, approximately 154 tons of yard waste from the study area would be composted per year. 2021 Update No update. 2024 Update No update. c. Identify any toxic or hazardous materials to be used or present on the project site and identify measures to be used to prevent them from contaminating groundwater. If the use of toxic or hazardous materials will lead to a regulated waste, discharge, or emission, discuss any alternatives considered to minimize or eliminate the waste, discharge, or emission. Not Applicable to an AUAR. d. Indicate the number, location, size, and use of any above or below ground tanks to be used for storage of petroleum products or other materials (except water). Describe any emergency response containment plans. 2016 The Proposer does not anticipate the installation of above-or below-ground storage tanks for petroleum products or other materials. In the event that storage tank installation becomes necessary for one or more commercial businesses, these tanks will be installed according to applicable local, state, and federal regulations. 2021 Update Rockport AUAR Update 41 Draft October 2024 No update. 2024 Update The 2024 Scenario anticipates the installation of above-ground storage tanks for the emergency generators. The tanks will be installed according to applicable local, state, and federal regulations and will be registered with the Minnesota Pollution Control Agency. 21 .Traffic 2016 Update Parking spaces added: Phase 1: 3,200 Full Build Out: 10,400 Estimated total Average Daily Traffic (ADT) generated: [2016] Phase 1: 20,416 [2016] Full Build Out: 68,540 Estimated maximum peak hour traffic generated (if known) and its timing: [2016] Phase 1: P.M. Peak Hour: 1,538 trips [2016] Full Build: P.M. Peak Hour: 6,134 trips 2021 Update No update. 2024 Update There is expected to be a reduction of over 1,000 peak hour trips during each peak hour and over 17,000 daily trips. As noted within the 2021 and 2016 reports, individual turn lane needs for developments should be reviewed as developments occur. For each affected road indicate the ADT and the directional distribution of traffic with and without the project. Provide an estimate of the impact of traffic congestion on the affected roads and describe any traffic improvements which will be necessary. If the project is within the Twin Cities Metropolitan Area, discuss its impact on the regional transportation system. TRAFFIC GENERATION AND ASSUMED LAND USE 2016 The Institute of Transportation Engineers' Trip Generation Manual, Ninth Edition (ITE, Washington DC, 2012) was used to calculate trip generation estimates for the development. The ITE Trip Generation Handbook, Third Edition was used in the 2016 AUAR Update to capture trip rates within mixed-use developments. These were calculated for both the Phase I development scenario and the Full Build-out scenario (see below). Rockport AUAR Update 42 Draft October 2024 Table 18: 2016 Update - Phase One Trip Generation with Internal and Pass-By Reductions Gross Trips ITE Weekday AM peak PM Peak Type Land Use Code Size Enter Exit Enter Exit Enter Exit Residential Elderly Housing-Detached 251 480 units 883 883 37 69 79 51 Residential Single Family Housing 210 100 units 476 476 19 56 63 IIESI Retail Shopping Center 820 38 k.s.f. 1,810 1,810 54 33 150 163 Retail F/S Discount Superstore 813 290 k.s.f. 7,359 7,359 300 236 618 643 Office Business Park 770 166.5 k.s.f. 1,036 1,036 198 35 55 155 Residential Condominium/Townhouse 230 40 units 116 116 3 15 14 7 11,680 11,680 611 444 979 1,056 23,360 1,055 2,035 Internal Trip Reduction ITE Weekday AM peak PM Peak Type Land Use Code Size Enter Exit Enter Exit Enter Exit Residential Elderly Housing-Detached 251 480 units 111 111 6 11 19 13 Residential Single Family Housing 210 100 units 60 60 3 9 16 9 Retail Shopping Center 820 38 k.s.f. 228 228 9 5 37 40 Retail F/S Discount Superstore 813 290 k.s.f. 927 927_ 49 38 152 159 Office Business Park 770 166.5 k.s.f. 131 131 32 6 14 38 Residential Condominium/Townhouse 230 40 units 15 15 - 2 1,472 1,472 99 71 238 259 2,944 170 497 13% 16% 24% Driveway Trips(Gross Trips less Internal Trips) ITE Weekday AM peak PM Peak ape Land Use Code Size Enter Exit Enter Exit Enter Exit Residential Elderly Housing-Detached 251 480 units 772 772 31 58 60 38 Residential_Single Family Housing 210 100 units 416_ 416 16 47 47 28 Retail _Shopping Center 820 38 k.s.f. 1,582_ 1,582 45 28 113 123 Retail F/S Discount Superstore 813 290 k.s.f. 6,432 6,432 251 198 466 484 Office Business Park 770 166.5 k.s.f. 905 905 166 29 41 117 Residential Condominium/Townhouse 230 40 units 101 101 3 13 14 7 ................... 10,208 10,208 512 373 741 797 20,416 885 1,538 Rockport AUAR Update Draft October 2024 Pass-By Trip Reduction ITE Weekday AM peak PM Peak Type Land Use Code Size Enter Exit Enter Exit Enter Exit Residential Elderly Housing-Detached _ 251 480 units -_ -_ - _ -_ - - Residential Single Family Housing 210 _ 100 units - - - - - - Retail Shopping Center 820 38 k.s.f. -_ -_ -- 38 42 Retail F/S Discount Superstore 813 290 k.s.f. - - - - 130 136 Office Business Park 770 166.5 k.s.f. - - - - - - Residential Condominium/Townhouse 230 40 units - - - - - - - - - - 168 178 - - 346 0% 0% 22% Net New Trips ITE Weekday AM peak PM Peak Type Land Use Code Size Enter Exit Enter Exit Enter Exit Residential Elderly Housing-Detached _ 251 480 units _ 772_ 772_ 31 58_ 60_ 38 Residential Single Family Housing 210 100 units 416 416 16 47 47 28 Retail Shopping Center 820 38 k.s.f. 1,582 1,582 45 28 75 81 Retail F/S Discount Superstore 813 290 k.s.f. 6,432 6,432 251 198 336 348 Office Business Park 770 166.5 k.s.f. 905 905 166 29 41 117 Residential Condominium/Townhouse 230 40 units 101 101 3 13 14 7 I 10,208 10,208 512 373 573 619 20,416 885 1,192 The following tables comprise the build-out land uses which include: O 100 additional single family housing units, O 598 ksf additional commercial retail (shopping center use), O 1,048.5 ksf additional business park use, O 1,020 ksf new general industrial use, and O 280 additional condo/townhouse units. Rockport AUAR Update Draft October 2024 Table 19: 2016 Full Build-out Trip Generation with Internal and Pass-By Reductions Gross Trips ITE Weekday AM peak PM Peak Type Land Use Code Size Enter Exit Enter Exit Enter Exit Residential Single Family Housing 210 200 units 952 952 38 113 126 74 Industrial General Light Industrial 110 1,020 k.s.f. 3,759 3,759 981 134 156 1,145 Office Business Park 770 1,215 k.s.f. 6,809 6,809 1,362 240 363 1,034 Retail Shopping Center 820 636 k.s.f. 11,302 11,302 299 183 993 1 1,076 Residential Elderly Housing-Detached 251 480 units 883 883 37 69 79 51 Retail F/S Discount Superstore 813 290 k.s.f. 7,359 7,359 300 236 618 643 Retail Supermarket 850 160 k.s.f. 6,052 6,052 337 207 562 540 Residential Condominium/Townhouse 230 320 units 930 930 24 117 111 55 38,046 38,046 3,378 1,299 3,008 4,618 76,092 4,677 7,626 Internal Trip Reduction ITE Weekday AM peak PM Peak Type Land Use Code Size Enter Exit Enter Exit Enter Exit Residential Single Family Housing 210 200 units 94 94 4 12 36 21 Industrial General Light Industrial 110 1020 k.s.f. 373 373 102 14 44 325 Office Business Park 770 1215 k.s.f. 676 676 141 25 103 293 Retail Shopping Center 820 636 k.s.f. 1,122 1,122 31 19 282 305 Residential Elderly Housing-Detached 251 480 units 88 88 4 7 22 14 Retail F/S Discount Superstore 813 290 k.s.f. 730 730 31 24 Retail Supermarket _ 850 160 k.s.f. 601 601 _ 35_ 21 Residential Condominium/Townhouse 230 320 units 92 92 2 12 31 16 3,776 3,776 350 134 518 974 7,552 484 1,492 10% 10% 20% Driveway Trips(Gross Trips less Internal Trips) ITE Weekday AM peak PM Peak Type Land Use Code Size Enter Exit Enter Exit Enter Exit Residential Sin le Famil Housin 210 200 units 858 858 34 101 90 53 Industrial General Light Industrial 110 1020 k.s.f. 3,386 3,386 879 120 112 820 Office Business Park 770 1215 k.s.f. 6,133 6,133 1,221 215 260 741 Retail Shopping Center 820 636 k.s.f. 10,180 10,180 268 164 711 771 Residential Elderly Housing-Detached 251 480 units 795 795 33 62 57 37 Retail F/S Discount Superstore 813 290 k.s.f. 6,629 6,629 269 212 618 643 Retail _Supermarket _ 850 160 k.s.f. _ 5,451 _ 5,451 _ 302 186 562 540 Residential Condominium/Townhouse 230 320 units 838 838 22 105 80 39 34,270 34,270 3,028 1,165 2,490 3,644 68,540 4,193 6,134 Rockport AUAR Update 45 Draft October 2024 Pass-By Trip Reduction ITE Weekday AM peak PM Peak Type Land Use Code Size Enter Exit Enter Exit Enter Exit Residential Single Family Housing 210 200 units - - - - - - Industrial General Light Industrial 110 1020 k.s.f. - - - - - Office Business Park 770 1215 k.s.f. - - - - - - Retail Shopping Center 820 636 k.s.f. - - - 242 262 Residential Elderly Housing-Detached 251 480 units - - - - - - Retail F/S Discount Superstore 813 290 k.s.f. - - - - 173 180 Retail Supermarket 850 160 k.s.f. - - - - 202 194 Residential Condominium/Townhouse 230 320 units - - - - - - - - - - 617 636 - 1,253 0% 0% 20% Net New Trips ITE Weekday AM peak PM Peak Type Land Use Code Size Enter Exit Enter Exit Enter Exit Residential Single Family Housing 210 200 units 858 858 34 101 90 53 Industrial General Light Industrial 110 1020 k.s.f. 3,386 3,386 879 120 112 820 Office Business Park 770 1215 k.s.f. 6,133 6,133 1,221 215 260 741 Retail Shopping Center 820 636 k.s.f. 10,180 10,180 268 164 469 509 Residential Elderly Housing-Detached 251 480 units 795 795 33 62 57 37 Retail F/S Discount Superstore 813 290 k.s.f. 6,629 6,629 269 212 445 463 Retail Supermarket 850 160 k.s.f. 5,451 5,451 302 186 360 346 Residential Condominium/Townhouse 230 320 units 838 838 22 105 80 39 34,270 34,270 3,028 1,165 1,873 3,008 68,540 4,193 4,881 2021 Update The traffic study that was completed in 2016 and the information provided along with the mitigation strategies are still valid. Further, the Proposer conducted traffic review studies at two intersections during the most recent development application process for Orchard Place Second Addition, confirming the conclusions from the 2016 traffic study. Additionally, Dakota County access spacing requirements will be adhered to when connecting to County roadways. 2024 Update A traffic memorandum has been completed that quantifies the change in trip generation from the Scenario in the 2021 AUAR to the 2024 Scenario.This includes a planning level analysis of the internal roadways based on projected AADTs. The 2021 Trip generation for the full buildout of the Rockport AUAR site remained unchanged from the 2016 update. The 2016/2021 AUAR trip generation was based on the Institute of Transportation Engineers' Trip Generation Manual, Ninth Edition. For the purposes of the trip generation comparison, the 2024 Scenario utilized land use code (LUC) 160- Data Center from the ITE Trip Generation Manual, Eleventh Edition while maintaining the same trip generation for the remainder of the site. Compared to the 2016/2021 AUAR trip generation, the 2024 technology park scenario has decrease of over 1,000 trips during each peak period, as well as a decrease of over 17,000 daily trips. A Traffic Memorandum outlining the trip generation comparison in more detail is provided in Attachment B along with City Review Summary provided by City of Apple Valley. Rockport AUAR Update 46 Draft October 2024 TRAFFIC ROUTES AND TRAFFIC GENERATION UPDATES 2016 • The Dakota County 2030 Transportation Plan is now used to identify highway capacity deficiencies for the year 2030. As with the 2025 Transportation Plan, the 2030 Transportation Plan continues to identify three major roadways bordering the Fischer Sand and Aggregate site as being over capacity in 2030 (CSAH 42, CSAH 46 and CSAH 31). Two intersections still are identified as deficient in 2030 (CSAH 42 & CSAH 31, and CSAH 46 & CSAH 31). • The 2015-2019 Dakota County Capital Improvement Program identified only a signal management system improvement along CSAH 42 adjacent to the Fischer study area. This project was funded for 2015 and was to improve signal operation along CSAH 42 from Burnsville to Rosemount (and were accounted for in the 2016 Update of Existing conditions). No roadway improvement project has been scheduled. • The Dakota County 2030 Transportation Plan identifies the intersection of CSAH 42 and CSAH 31 as overcapacity and having the likelihood for improvement to an interchange in the future based on 2030 projected traffic volumes. • The CSAH 31 and 155th Street West (formerly called 153rd Street West) intersection has been reassigned full access intersection status. • The intersection of CSAH 31 and CSAH 46 was recommended to be an at-grade full access intersection in the interim. The Dakota County 2030 Transportation Plan identifies this intersection as overcapacity and having the likelihood for improvement to an interchange in the future based on 2030 projected traffic volumes. 2021 Update The City has identified the following planned and programmed transportation improvements in the 2040 Comprehensive Plan for the Orchard Place Area: • Connection of 155th Street West and 153rd Street West between Pilot Knob Road and Flagstaff Avenue. • Construction of a roundabout at 155th Parkway/153rd Street West at Johnny Cake Ridge Road. • Connection of Johnny Cake Ridge Road between CSAH 42 and 157th Street West. Additional public and private access roads are being considered along CSAH 42, Pilot Knob Road, and Flagstaff Avenue.These improvements will be considered and installed as development occurs across the study area and as the need arises. 2024 Update The projections show all internal roadways are anticipated to have volumes of less than 10,000 vehicles per day. Based on this analysis, the internal roadways have more than adequate capacity even with the buildout of the study area under the 2024 Scenario. As developments in the AUAR area become known, it is recommended to complete site- specific analysis to determine the necessary roadway geometry at access points throughout the site. Rockport AUAR Update 47 Draft October 2024 ADDITIONAL STUDIES 2021 Update Dakota County is conducting a visioning study on the CSAH 42 corridor, the County Highway 42 Visioning Study. The implementation of the County Highway 42 Visioning Study may change traffic and depending on the results of the study, may change planned traffic, transit, and pedestrian conditions within or near the AUAR study area. 2024 Update The County Highway 42 Visioning Study was completed in 2022 and recommendations are documented in the County Highway 42 2040 Corridor Management Plan2. Proposed improvements near the AUAR Study area include pedestrian and bicycle facilities near Johnny Cake Ridge Road and new intersection configuration options at Pilot Knob Road and County Highway 42. 22.Vehicle-Related Air Emissions a. Provide an estimate of the effect of the project's traffic generation on air quality, including carbon monoxide levels. Discuss the effect of traffic improvements or other mitigation measures on air quality impacts. (If the project involves 500 or more parking spaces, consult "EAW Guidelines" about whether a detailed air quality analysis is needed). AIR QUALITY ANALYSIS 2007 Because both scenarios will entail more than 1,000 parking stalls, an ISP (Indirect Source Permit) will be necessary prior to project construction.This Air Quality Analysis indicates that the project is expected to comply with state and federal air quality standards. Both scenarios will be phased, and an ISP will only be necessary during the Commercial/Retail phase of the development, which will be located along the northerly and easterly portions of the site. The commercial/retail phase of development itself may be phased, with early commercial development adjacent to the intersection of CSAH 31 & 153rd Street West. The Air Quality Analysis was conducted on both Scenarios 1 and 2. The traffic, air, and noise analyses were all based on the committed road network, as specified in the 2007- 2011 Dakota County Capital Improvement Program. 2021 Update No update. 2024 Update No update. 2 Available at: https://www.co.dakota.mn.us/Transportation/TransportationStudies/Past/Documents/Hwy42ManagementP IanFinalReport.pdf Rockport AUAR Update 48 Draft October 2024 CARBON MONOXIDE IMPACT ANALYSIS 2007 The impacts from vehicle carbon monoxide (CO) emissions near roadway intersections affected by this project were evaluated using procedures approved by the Minnesota Pollution Control Agency (MPCA). The procedures require use of U.S. EPA's pollutant dispersion models to evaluate the maximum CO concentrations from vehicle traffic near roadways. The predicted maximum worst-case impact due to the post-development traffic was added to prorated background concentrations and compared to the Minnesota and U.S. EPA ambient air quality standards for CO. These CO ambient air quality standards are listed below: • Minnesota one-hour average: 30 parts per million (ppm); • US EPA one-hour average: 35 ppm • Minnesota and US EPA eight-hour average: 9 ppm. 2021 Update No update. 2024 Update The Minnesota CO ambient air quality standard for one-hour average has been increased from 30 ppm to 35 ppm. BACKGROUND CO LEVELS 2007 Project build-out is expected in approximately 2020 (although 2030 traffic volumes were projected). The ambient background CO concentrations were derived from an April 12, 2004, monitoring report performed by MnDOT at the Dakota County Technical College in Apple Valley, MN. Background monitoring was conducted within approximately eight miles from the project site, and was the closest reliable site provided by the Mn/DOT Office of Environmental Services. The 2004 CO concentrations measured were 0.98 ppm (1-hour average) and 0.75 ppm (8-hour average). The 2004 background concentrations were adjusted to year 2030 conditions (build conditions) using an annual growth factor of three percent and the ratio of idling emissions factors between the analysis year (2017) and the year the data was recorded (2004). The 2017 background concentrations were generated as follows: 2030 one-hour background = 0.98 ppm x (1.03) 2030-2004x (17.435 gm/hr/ 27.476 gm/hr) = 1.34 ppm. 2030 one-hour background = 0.75 ppm x (1.03) 2030-2004x (17.435 gm/hr/ 27.476 gm/hr) = 1.03 ppm. VEHICLE EMISSIONS Rockport AUAR Update 49 Draft October 2024 2007 Motor vehicle tailpipe CO emission factors (EF) were estimated using the U.S. EPA Mobile6.2 model for the year 2030. Model assumptions were selected based on consultation with MPCA. CO emission factors for moving vehicles were generated at 35 mph for through, approaching and departing traffic on all roads, as all roads in the analysis were of similar characteristics. Idle emission factors were computed using the Mobile6.2 model in accordance with U.S. EPA guidance. The resulting emission factors for year 2030 were: • Idle- 16.152 grams per hour, and • 35 mph- 11.164 grams per mile. All Mobile 6.2 emission factors were determined for ambient air temperatures ranging between 16 and 38 degrees Fahrenheit. The worst intersection of each concept alternative based on Level-of-Service and overall volume level was analyzed for its emissions impacts. The worst intersection for both Concept 1 and Concept 2 alternatives was CSAH 46 and Pilot Knob Road. 2021 Update The Minnesota Department of Transportation (MnDOT) has developed a screening method designed to identify intersections that will not cause a carbon monoxide (CO) impact above state standards. MnDOT has demonstrated that even the 10 highest traffic volume intersections in the Twin Cities do not experience CO impacts. Therefore, intersections with traffic volumes lower than these 10 highest intersections will not cause a CO impact above state standards. MnDOT's screening method demonstrates that intersections with total daily approaching traffic volumes below 82,300 vehicles per day will not have the potential for causing CO air pollution problems. None of the intersections in the Study Area exceed the criteria, so it is not anticipated that the development would violate MnDOT's the air quality standards. The busiest intersection near the study are alternatives is CSAH 46 and Pilot Knob Road carries approximately 49,000 vehicles per day according to 2016 Dakota County Intersection Counts. 2024 Update According to the traffic memorandum, the 2024 Scenario would result in a decrease of daily trips. Therefore, the intersections in the Study Area and pursuant to the Scenario 2024 would not exceed the CO impact criteria and would not violate MnDOT's air quality standards. SITE-SPECIFIC INPUTS 2007 • The model outputs provide details of all required model inputs, including: • Site and roadway geometry, • Vehicle emissions rates for characteristic speeds along modeled roadways, Rockport AUAR Update 50 Draft October 2024 • Traffic signal cycle times, • Traffic signal red phase times, • Clearance lost times, and • Post development peak-hour traffic volumes for AM and PM peak hours. Vehicle emission rates were estimated using Mobile 6.2. roadway geometry, traffic volume, and signal timing information were based on work completed by Edwards and Kelcey, Inc. (Signal timing was assumed to be optimized eight-phase, 120-second cycles with lead-lag timing, as specified by the County Traffic Engineer.) 2021 Update No update. 2024 Update No update. METEOROLOGICAL INPUTS 2007 Meteorological Inputs to the CAL3QHC model include the following: • Wind Speed: 1 meter/second • Stability Class: D • Mixing Height: 1,000 meters • Surface Roughness Length: 108 centimeters (Single Family Residential Use) • Wind Directions: 180, in increments of 2 degrees 2021 Update No update. 2024 Update No update. RECEPTORS 2007 Receptors chosen for modeling were located closely to the affected intersections, and any sensitive location with a 1,000-ft., radius of the chosen intersections. Therefore, the modeled CO concentrations at these receptors indicate the worst-case impact and was included in the 2007 AUAR. 2021 Update No update. 2024 Update No update. Rockport AUAR Update 51 Draft October 2024 MODELED CONCENTRATIONS 2007 Table 20 presents the predicted one-hour and eight-hour CO concentrations at the modeled intersections. Table 20: Predicted Maximum Carbon Monoxide Concentrations Scenario Time Location Maximum Carbon Monoxide Concentration Period (ppm) 1-Hour Modeled 1-Hour 8-Hour Average' Average2 1 AM CSAH 46 & 1.20 2.54 1.87 CSAH 31 PM CSAH 46 & 1.10 2.44 1.80 CSAH 31 2 AM CSAH 46 & 1.20 2.54 1.87 CSAH 31 PM CSAH 46 & 1.10 2.44 1.80 CSAH 31 Table 21: Modeled CO Concentrations, TH 3 / CSAH 26- PM Rush Hour Receptor Maximum Concentration (ppm) Quadrant Background CO 1-hour Average 8-hour Average SE 3.0 6.3 4.4 NE 3.0 6.2 4.3 NW 3.0 6.4 4.5 SW 3.0 6.0 4.2 All predicted values are within the Minnesota ambient standards. No mitigation for impacts is indicated based on this analysis. Traffic volumes have changed as a result of the project. However, as previously demonstrated, the maximum CO concentrations are well below the Minnesota ambient standards. The recent changes will not adversely impact the CO concentrations as to cause an exceedance of the ambient standards. 2016 and 2021 Update No update. 2024 Update No update. 23.Stationary Source Air Emissions a. Will the project involve any stationary sources of air emissions (such as boilers or exhaust stacks)? Rockport AUAR Update 52 Draft October 2024 @ Yes ❑No b. Describe the types, sources, quantities and compositions of any emissions from stationary sources of air emissions such as boiler, exhaust stacks or fugitive dust sources. Include any hazardous air pollutants (consult EAW Guidelines for a listing) and any greenhouse gases (such as carbon dioxide, methane, nitrous oxide) and ozone-depleting chemicals (chloro-fluorocarbons, hydrofluorocarbons, perfluorocarbons, or sulfur hexafluoride). Also describe any proposed pollution prevention techniques and proposed air pollution control devices. Describe the impacts on air quality. This is not applicable to an AUAR. Further evaluation of stationary air emissions will be discussed and addressed through permitting , if any, with the MPCA. 24.Nearby Resources Are any of the following resources on or in proximity to the site: a. archaeological, historical, or architectural resources? ❑Yes @ No 2016 A cultural resources database review of this property was completed by the State Historical Preservation Office (SHPO) to determine if any known archeological, historical or architectural resources were present on or near the site. The 2007 SHPO response indicated that there are no archaeological sites identified in the search areas. There were two listing for historical properties identified near the subject property. These include the Mendota-Big Sioux River Road, which runs through Apple Valley in essentially the alignment of Dodd Boulevard, which runs just south of the site. The other historical feature is the Lebanon Cemetery. This cemetery was established in 1863 and encompasses approximately ten acres in the northeast quadrant of CSAH 42 and Pilot Knob Road. The cemetery will not be impacted by the proposed project. On August 3, 2016, Westwood conducted a review of files at the Office of the State Archaeologist and the State Historic Preservation Office (SHPO) as well as requesting a database review by SHPO. The findings of the 2007 AUAR remain valid. 2021 Update No update. 2024 Update b. A segment of the North Creek Greenway Trail has been constructed between 157th and 155th St. W. In the future, the trail extension north of 155th St. W. will be constructed as development occurs in the AUAR area (exact alignment of trail to be determined as development occurs)that ultimately connects to a future tunnel crossing under CSAH 42.prime or unique farmland? @ Yes ❑No 2016 Prior to mining activity on the site, the site contained approximately 487 acres of soils designated by the US Soil Conservation Service as Prime Farmlands. The Prime Farmland Rockport AUAR Update 53 Draft October 2024 soils accounted for approximately 82%of the original site. Mining activity has been completed within the majority of the AUAR study area. To the degree possible, topsoil materials have been stockpiled on-site for use in eventual project area restoration and redevelopment. 2021 Update The site contained approximately 208 acres of soils designated by the US Soil Conservation Service as Prime Farmland or Farmland of Statewide Importance. This accounts for approximately 37%of the original site. See Table 13 for soil types and acres within the AUAR study area. Nearly the entire original study area had been or is currently being mined for non-metallic aggregate by Proposer's tenant. 2024 Update No update. c. designated parks, recreation areas, or trails? o Yes ❑No 2021 Update There are several parks located adjacent to the AUAR study area. Additionally, the Orchard Place Master Plan includes several trails, open space amenities, and greenway corridors. This land use plan features relatively large green spaces and corridors to allow for stormwater infiltration and collection in the regional basin areas. Additionally, several parks have recently been constructed in and in close proximity to the study area, including a park that has been constructed on the East Parcel. 2024 Update The North Creek Greenway is planned to be located within the AUAR study area, shown in Figure 1 in Appendix A.The City of Apple Valley completed the North Creek Greenway Trail Gap Project &Amenity Nodes project in 2024. This project included the construction of a new section of trail between 155th Street and 157th Street within the AUAR study area. The North Creek Greenway currently extends south through Quarry Point Park and east along 157th Street W. The North Creek Greenway is planned to extend west along 155th Street W and north beyond CSAH 42, which would extend through the AUAR study area (final trail alignment to be determined as development occurs). d. scenic views and vistas? ❑Yes o No e. other unique resources? ❑Yes o No f. If any items are answered Yes, describe the resource and identify any impacts on the resource due to the project. Describe any measures to be taken to minimize or avoid adverse impacts. No change to the proposed mitigation measures. Rockport AUAR Update 54 Draft October 2024 25.Dust, Odors, Noise a. Will the project generate dust, odors, or noise during construction and/or operation? @ Yes ❑No b. If yes, describe the sources, characteristics, duration, and quantities or intensity, and any proposed measures to mitigate adverse impacts. Also identify the locations of sensitive receptors in the vicinity and estimate the impacts on these receptors. Discuss potential impacts on human health or quality of life. NOISE IMPACTS 2007 Traffic noise impacts for the project were determined using monitoring and computer modeling. Post-development noise levels were determined at eight residential areas (receptors) near the project site. Receptor locations are shown in Exhibit X. The noise levels were predicted using the MINNOISE model. Monitoring was conducted to determine existing noise levels and to calibrate the model for the study locations. Existing and no-build noise levels were found to exceed noise standards. The project, while expected to result in decreases in noise associated with site-generated traffic compared to no-build conditions,will still exceed standards in many locations. The analysis demonstrates that noise levels at receptors located along Flagstaff will not exceed State noise standards for either Build Scenario. The analysis also shows that noise levels at receptors located along CSAH 42, CSAH 31, or CSAH 46 will exceed State noise standards during both No Build and Build Scenarios. However, Minnesota Statutes, Section 116.07, Sub. 2a, exempts noise from local and county roads from the requirements of these noise rules unless full control of access to the road has been acquired. MINNESOTA NOISE STANDARDS Minnesota Rules Chapter 7030 provide the Minnesota standards for noise. These standards describe the limiting levels of sound established on the basis of present knowledge for the preservation of health and welfare. These standards are designed to be consistent with sleep, speech, annoyance, and hearing conservation requirements for receivers within areas grouped according to land use activities. The Minnesota standards are as follows: Table 22: Minnesota Noise Standards 7:00 AM to 10:00 PM 10:00 PM to 7:00 AM Lio Lso Lio Lso NAC-1 (Residential) 65 60 55 50 NAC-2 (Commercial) 70 65 70 65 NAC-3 (Industrial) 80 75 80 75 L10 means the sound level which is exceeded for 10 percent of the time for a one-hour period. L50 means the sound level which is exceeded 50 percent of the time for a one- hour period. Sound levels are expressed in dBA.A dBA is a unit of sound level expressed Rockport AUAR Update 55 Draft October 2024 in decibels and weighted for the purpose of approximating the human response to sound. Minnesota Statutes, Section 116.07, Subd. 2a, exempt noise from local and county roads from the requirements of these noise rules unless full control of access to the road has been acquired. 2016 and 2021 Update No update. 2024 Update Due to the proximity of residential and health services uses, the proposed Technology Campus will follow NAC-1 standards during typical operations. Back-up generators may be included as part of the proposed development. A site-specific noise study will be conducted to ensure that state and local requirements for noise are being met. MINNOISE MODEL 2007 The MINNOISE model used in this analysis is a modified (modified by the Minnesota Department of Transportation) version of the Federal Highway Administration's Optima/Stamina model that is used to predict noise levels from highway projects and to assist with the development of noise barriers. Noise level predictions were predicted based on the following data and assumptions: • Traffic noise levels were predicted based on constant operating speeds of 55 miles per hour on CSAH 31, 50 miles per hour on CSAH 42 and CSAH 46, and 40 miles per hour on Flagstaff Avenue. Traffic on local streets within the development was ignored. • The noise analysis was completed for the nighttime, A.M. and P.M. peak traffic hours. • Traffic data for year 2030 for the study were generated, and are included in Exhibits X and X. • The analysis assumed acoustically soft ground cover between the roadway and all receptor locations (alpha = 0.5). • Atmospheric effects on noise levels were ignored. • Noise levels were predicted at eight receptor sites • Post development noise was modeled for eight receptor locations using a truck traffic vehicle mix of 2.0 percent medium trucks and 3.0 percent heavy trucks. Eight noise-sensitive receptor locations were chosen for this analysis. Receptor locations were selected to represent residential areas near each of the major roadways bordering the site. The receptor locations are shown in Exhibit X. The following list indicates where Rockport AUAR Update 56 Draft October 2024 receptors were located: • R1 = Excelsior Drive south of CSAH 46 • R2 = 157th Street West (extended) east of CSAH 31 • R3 = north side of CSAH 42 midway between Johnny Cake Ridge Road & CSAH 31 • R4 = east side of Flagstaff north of 157th Street West • R5 = Embry Path north of CSAH 42 • R6 = south side of CSAH 42 midway between Johnny Cake Ridge Road & Flagstaff • R7 =west side of Flagstaff south of 158th Street West • R8 = north side of CSAH 46 midway between Flagstaff and Finch Avenue Receptors are located 60-200 feet from the centerlines of the adjacent road. Three monitored time periods are shown- NT refers to Nighttime (6:00- 7:00 a.m.); AM refers to the AM Peak Hour (7:00-8:00 a.m.); and PM refers to the PM Peak hour (5:00 to 6:00 p.m.). These monitored levels were also used to calibrate the MINNOISE model for predicting future noise levels. Table 23: Noise Monitoring vs. Noise Monitoring Results Monitored Noise Levels Modeled Noise Levels (dBA) Difference (dBA) Site #/Time (dBA) Lio Lso Lio Lso Lio Lso R 1 NT 76.0 70.0 74.8 66.9 1.2 3.1 R 1 AM 77.5 70.5 76.6 68.8 0.9 1.7 R 1 PM 77.0 71.5 74.3 68.2 2.7 3.3 R2 NT 77.5 67.0 74.1 66.3 3.4 0.7 R2 AM 77.5 69.5 77.0 69.3 0.5 0.2 R2 PM 74.5 65.5 73.8 67.1 0.7 -1.6 R3 NT 64.0 57.0 65.8 58.2 -1.8 -1.2 R3 AM 66.5 60.5 69.3 63.2 -2.8 -2.7 R3 PM 67.5 64.5 66.6 61.6 0.9 2.9 R4 NT 57.0 52.0 56.2 50.1 0.8 1.9 R4 AM 57.0 52.0 58.3 49. 1 -1.3 2.9 R4 PM 55.0 51.0 56.0 46.7 -1.0 4.3 R5 NT 73.5 65.0 72.1 62.9 1.4 2.1 R5 AM 75.0 70.0 75.2 67.2 -0.2 2.8 R5 PM 74.5 69.5 73.7 66.9 0.8 2.6 R6 NT 74.5 67.0 75.1 67.0 -0.6 0.0 Rockport AUAR Update 57 Draft October 2024 r- Monitored Noise Levels Modeled Noise Levels (dBA) Difference (dBA) Site #/Time L (dBA) Lio Lso Lio Lso Lio Lso R6 AM 73.5 68.0 75.7 67.9 -2.2 0.1 R6 PM 74.5 69.5 75.7 69.8 -1.2 -0.3 R7 NT 66.0 53.0 62.7 52.8 3.3 0.2 R7 AM 68.5 60.0 68.1 58.4 0.4 1.6 R7 PM 67.0 60.5 68.2 58.2 -1.2 2.3 R8 NT 77.0 70.0 76.4 68.2 0.6 1.8 R8 AM 76.5 69.5 75.1 67.0 1.4 2.5 R8 PM 75.5 70.5 74.6 68.3 0.9 2.2 denotes Noise Metric recorded above MPCA Standards DISCUSSION The analysis demonstrates that noise levels at receptors along county roads exceed the state noise standards. The Build scenarios also reflect this finding. Conversely, the adjusted noise levels along Flagstaff Avenue (a city street) will not exceed state noise standards. Nevertheless, the project is expected to result in overall decreases in noise associated with site-generated traffic after construction. This is primarily due to the area wide shift away from heavy truck traffic as the nearby sand and aggregate quarries are redeveloped into their end use plans. Even though the traffic volume will increase by year 2030, the overall percentage of heavy vehicles will decrease, thus leading to an improvement in noise impacts. Table 24 shows the modeled No Build and the two Build Scenario noise levels at each of the receptor locations located along adjoining arterial roadways. The differences between the No Build and each of the two Build scenarios are tabulated for comparison purposes. Many of the differences are less than 3 dBA,which is considered imperceptible by the human ear. The remaining differences are between 3 and 6 dBA, which is generally considered a minor noise level change. Nevertheless, there are a few locations where the improvement in noise impacts will be greater than 6 dBA and will be noticeable by the human ear. Rockport AUAR Update 58 Draft October 2024 Table 24: Noise Monitoring vs. Noise Modeling Results (Year 2030) Site # No-Build Noise Concept 1 Difference oncept 2 Difference Time Levels (dBA) Noise Levels between No- Noise Levels between No- (dBA) Build & (dBA) Build & Concept 1 oncept 2 (dBA) (dBA) Lso Lso Lso Lso Lio Lso Lso Lso Lso Lso RI AM 73.5 67.5 74.2 68.6 -0.7 -1.1 74.2 68.6 -0.7 -1.1 RI PM 73.0 66.6 74.1 68.3 -1.1 -1.7 74.1 68.3 -1.1 -1.7 R2 AM 75.2 69.1 77.6 72.6 -2.4 -3.5 77.5 72.5 -2.3 -3.4 R2 PM 73.5 67.1 77.6 72.7 -4.1 -5.6 77.5 72.6 -4.0 -5.5 R3 AM 68.5 63.0 69.7 64.8 -1.2 -1.8 69.6 64.6 -1.1 -1.6 R3 PM 68.2 62.6 69.8 64.9 -1.6 -2.3 69.7 64.8 -1.5 -2.2 R4 AM 62.5 53.8 63.3 54.8 -0.8 -1.0 63.5 55.2 -1.0 -1.4 R4 PM 63.7 55.0 64.7 56.5 -1.0 -1.5 65.3 57.3 -1.6 -2.3 R5 AM 68.6 63.2 69.3 64.2 -0.7 -1.0 69.3 64.2 -0.7 -1.0 R5 PM 68.5 63.1 69.9 65.1 -1.4 -2.0 69.8 65.0 -1.3 -1.9 R6 AM 70.8 64.9 71.8 66.3 -1.0 -1.4 71.6 66.1 -0.8 -1.2 R6 PM 70.9 64.9 72.6 67.4 -1.7 -2.5 72.5 67.2 -1.6 -2.3 R7 AM 61.2 52.4 63.3 55.3 -2.1 -2.9 63.8 55.9 -2.6 -3.5 R7 PM 57.1 46.6 62.5 53.8 -5.4 -7.2 65.0 57.1 -7.9 -10.5 R8 AM 68.0 62.1 68.4 62.7 -0.4 -0.6 68.4 62.7 -0.4 -0.6 R8 PM 67.4 61.3 67.9 62.0 -0.5 -0.7 67.9 62.0 -0.5 -0.7 GRAVEL MINE OPERATIONS IMPACT The existing gravel mine operations are well developed and located sufficiently low within the boundaries of the operation such that noise generated within the mine work area is shielded from nearby receptors by the tall walls of gravel that have developed over the years of operations. The noise generated within the existing mine work area is negligible. CONSTRUCTION ACTIVITY NOISE Noise levels may increase locally during construction of the project, but construction activity noise levels are expected to be similar to noise levels generated by the existing gravel mining operation. The noise levels on and adjacent to the site will vary considerably depending on the pieces of equipment being operated simultaneously, the percent of time in operation, and the distance from the equipment to the receptors. It is anticipated that most construction activities will be confined to the hours between 7:00 A.M. and 7:00 P.M. and that a number of machines could potentially be operating simultaneously. Rockport AUAR Update 59 Draft October 2024 DUST AND ODORS During the project development dust emissions will occur as grading and construction activity proceeds. Once construction is completed, all disturbed areas will be paved, landscaped or restored with vegetation in accordance with approved development and landscaping plans. It is not anticipated that the site will generate dusty conditions during normal, post development uses. Therefore, it is not expected that fugitive dust will be generated in quantities considered objectionable. The Proposer also does not anticipate that the development will generate any significant odors. 2016 Traffic noise impacts for the project were determined in 2007 using monitoring and computer modeling. Post-development noise levels were determined at eight residential areas (receptors) near the project site. The noise levels were predicted using the MINNOISE model. Monitoring was conducted to determine existing noise levels and to calibrate the model for the study locations. Existing and no-build noise levels were found to exceed noise standards. The project, while expected to result in decreases in noise associated with site-generated traffic compared to no-build conditions, will still exceed standards in many locations. The analysis demonstrates that noise levels at receptors located along Flagstaff will not exceed State noise standards for either Build Scenario. The analysis also shows that noise levels at receptors located along CSAH 42, CSAH 31, or CSAH 46 will exceed State noise standards during both No Build and Build Scenarios. However, Minnesota Statutes, Section 116.07, Subd. 2a, exempts noise from local and county roads from the requirements of these noise rules unless full control of access to the road has been acquired. 2021 Update No update. 2024 Update For the proposed Technology Campus, due to the proximity of residential and health services uses, the project will follow Minnesota Rules Chapter 7030, NAC-1 standards during typical operations. Potential noise impacts will be mitigated by placing the structures below adjacent roadway grade, incorporation of berms,walls, landscaping or other features. Back-up generators may be included as part of the proposed development. A site-specific noise study will be conducted to ensure that state and local requirements for noise are being met. 26.Visual Impacts a. Will the project create adverse visual impacts? (Examples include: glare from intense lights; lights visible in wilderness areas; and large visible plumes from cooling towers or exhaust stacks.) ❑Yes @ No Rockport AUAR Update 60 Draft October 2024 2024 Update The remaining undeveloped portion of the AUAR study area is a non-metallic aggregate pit that is still actively mined.Scenario 2024 would include reclamation of a portion of the Study Area to accommodate the construction of several 1 and/or 2-story data center buildings. Future development will conform with City ordinances and design standards and permits and approvals granted through the City, including building massing and lighting. Therefore, no adverse visual impacts are anticipated. To the extent possible, visual impacts will be reduced by placing the structures below adjacent roadway grade, berms, building materials and other design or landscaping. Future development designs could consider incorporating the use of MnDOT Approved Products for luminaries to minimize blue light, which can be harmful to birds, insects, and fish. 27.Compatibility and Plans a. Is the project subject to an adopted local comprehensive land use plan or any other applicable land use, water, or resource management plan of a local, regional, state, or federal agency? @ Yes ❑No b. If yes, identify the applicable plan(s), discuss the compatibility of the project with the provisions of the plan(s), and explain how any conflicts between the project and the plan(s)will be resolved. If no, explain. The AUAR must include a statement of certification from the RGU that is comprehensive plan complies with the requirements set out at 4410.3610, subpart 1. The AUAR document should discuss the proposed AUAR area development in the context of the comprehensive plan. If this has not been done as part of the responses to items 6, 9, 19, 22, and others, if must be addressed here: a brief synopsis should be presented here if the material has been presented in detail under other items. Necessary amendments to comprehensive plan elements to allow for any of the development scenarios should be noted. If there are any management plans of any other local, state, or federal agencies applicable to the AUAR area, the document must discuss the compatibility of the plan with the various development scenarios studied, with emphasis on any incompatible elements. 2021 UPDATE EXISTING PRIMARY ZONING Property within the study area is currently zoned "SG" (Sand and Gravel) and will be rezoned, as needed, in a manner consistent with the AUAR, market conditions and absorption rates, and with other land uses in and around the study area. 2040 COMPREHENSIVE PLAN In 2020, the City of Apple Valley adopted their 2040 Comprehensive Plan ("2040 Update") and the proposed land uses have been incorporated into the 2021 AUAR Update. This 2040 Update envisions dedicating the West Parcel towards the area described in the Orchard Place Master Plan, a high-quality office, commercial, light Rockport AUAR Update 61 Draft October 2024 manufacturing, and research and development setting. Under the 2040 Update, the guidance on the West Parcel was revised to Mixed Business Campus (MBC), Park and Open Space, Commercial, Low Density Residential, Medium Density Residential, and High Density Residential. The East Parcel guidance remains unchanged. The Orchard Place Master Plan ("Master Plan") proposes 262 acres, including a large portion of the AUAR study area, for non-residential employment-based uses. The Master Plan was commissioned by Proposer for purposes of studying various proposed end uses and it serves as a basis for some of the guidance contained in the City's 2040 Update. COMPATIBILITY WITH PLANS AND LAND USE REGULATIONS Under the Master Plan, the ponds will address the stormwater of Proposer's development and will also provide a neighbor and regional amenity that is consistent with The City of Apple Valley's Surface Water Management Plan. Several open space parks surrounding waterbodies could include public trails to serve the development as well as the City's park at the south edge of the property. These types of open spaces are consistent with the City's current park system plans. It is anticipated that the Dakota County North Creek Greenway trail system will transect the Property, entering the Property at 157th Street West and traveling northwesterly along the proposed 155th Street West and 153rd Street West corridors. The City and Dakota County are currently working with the Proposer to identify the specific route and acquire the required right-of-way for this regional trail system. It is also anticipated that where practical, the Proposer will connect to existing public trails to enhance access to amenities, such as waterbodies, sidewalks, and the City's park system. The North Creek Master Plan (the "Plan") identifies several segments for greenway trail development. Segment 2 lies within Apple Valley between 140th Street West and the Lakeville city limit. As proposed in the Plan, a portion of this segment runs through the Proposer's property: entering the site at a proposed grade-separated crossing of CSAH 42 approximately one-quarter mile east of Flagstaff; then progressing southeasterly to a proposed grade separated crossing of 153rd Street West, to Regatta Park; then continuing to a proposed grade-separated crossing of Johnny Cake Ridge Road; then easterly to the 157th Street Transit Station and Quarry Point Park to an existing grade- separated crossing of Pilot Knob Road. As stated in the Plan, as adopted by the Dakota County Board of Commissioners (10/18/11) and as approved by the Metropolitan Council (01/25/12), "...This area affords the opportunity to integrate the greenway into new development. The greenway has the potential to be a prototype for future suburban greenways by integrating new parks, stormwater treatment and grade separated crossings into the greenway corridor..." The Proposer, the City and the County are incorporating the Plan as the project site develops. For the most part, the lands surrounding the study area have been developed into single- family residential developments, but also include the Lebanon Hills Cemetery. Lands located east of the East Parcel are developed into low-density residential neighborhoods. To the south of the East Parcel, the Cobblestone Lake development includes a mixture of low-to medium-density residential neighborhoods, neighborhood Rockport AUAR Update 62 Draft October 2024 service businesses and a mixed-use retail development, including a Super Target store. To the west of the West Parcel, the land has been developed into single-family residential homes and includes a mixed-use retail development with a The Home Depot store. South of the West Parcel are single-family residential neighborhoods located in the City of Lakeville, a public park proposed by the City of Apple Valley and a Minnesota Valley Transit Station. Storm water from both parcels will, for the most part, be contained on-site and will be treated by the City of Apple Valley in accordance with the City's Storm Water Management Plan. Portions of the Property have been or are being developed into single-family residential developments. On a portion of the West Parcel adjacent to 157th Street West and Pilot Knob Road, a commercial development is being considered. This commercial development is across Pilot Knob Road from a commercial development in the Cobblestone Lake development anchored by a Super Target. The proposed end-use plan is consistent and compatible with adjoining land uses and no land use conflicts are anticipated. 2024 Update The West Parcel is currently zoned as Sand & Gravel and Proposed Development, with the exception of several areas zoned as Retail Business, Limited Business, Park, and Multiple Family Units (See Figure 3 in Attachment A). Under the 2024 Scenario,when the West Parcel is considered for development, that parcel may require a zoning change from Sand &Gravel to Mixed Use Business Campus ("MU-BC"), or similar zoning, to accommodate the 2024 Scenario uses. Currently, the West Parcel is actively mined and will be for the foreseeable future (see Figure 2 in Attachment A). The City of Apple Valley has certified that the 2040 Comprehensive Plan complies with the requirements set forth in Minnesota Rules, part 4410.3610, subpart 1. This plan identifies the 2040 Land Use of the proposed Technology Campus area as Mixed- Use Business Campus (See Figure 4 in Attachment A). The City does not currently have approved zoning ordinance language consistent with the MU-BC guidance and is working with the Owner on the zoning ordinance language, including permitted and conditional uses, for the MU-BC ordinance. Technology Campus use is generally consistent with the Mixed-Use Business Campus designation identified in the Comprehensive Plan. It may be necessary for Applicant to submit an application requesting a Comprehensive Plan amendment to accommodate the planned Technology Campus and Applicant's Intended Use, including associated building and site requirements. 28.Impact on Infrastructure and Public Services a. Will new or expanded utilities, roads, or other infrastructure, or public services be required to serve the project? @ Yes ❑No Rockport AUAR Update 63 Draft October 2024 b. If yes, describe the new or additional infrastructure/services needed. (Any infrastructure that is a "connected action" with respect to the project must be assessed in this EAW; see "EAW Guidelines"for details.) This item should first of all summarize information on physical infrastructure presented under other items (such as 6, 18, 19, and 22). Other major infrastructure or public services not covered under the other items should be discussed as well. As noted above and in the "EAW Guidelines," the RGU must be careful to include project-associated infrastructure as an explicit part of the AUAR review if it is to be exempt from project-specific review in the future. 2016 Public and private infrastructure improvements will need to be constructed in association with this end-use plan. These include roadways, traffic signals, the storm water system, electrical lines, telephone lines, and continued improvements and upgrades to the sanitary sewer system and water supply system as detailed in applicable plans and policies adopted by the City of Apple Valley and Dakota County. Impacts and mitigation related to the public improvements that are directly associated with the FSA end-use plan are discussed throughout this document. Infrastructure planned to serve the proposed development area and adjacent development includes: 1. Up to 50 acres of storm water ponding. 2. Municipal water, sanitary sewer and storm sewer lines sized to appropriate specifications and constructed to serve the development area. 3. Various other infrastructure improvements include the trail system, neighborhood parks, and telephone, electric and natural gas lines. The green space will be incorporated into the regional trail system to enhance the recreational opportunities for residents and visitors to the City of Apple Valley. 4. The proposer is working with the City of Apple Valley on a plan for a series of minor collector streets within the Property, as needed. As end use development occurs from south to the north across the active mining area, Johnny Cake Ridge Road will serve as a major north/south collector street connecting CSAH 46 and CSAH 42 through the Property with existing signalization at both intersections. Eventually a major arterial collector street will transect the Property east to west connecting Pilot Knob Road with Flagstaff Avenue, again, will signalization at those intersections. 5. The City of Apple Valley, Dakota County, and the Proposer are working to accommodate a tunnel project under Pilot Knob to accommodate pedestrian and bicycle traffic safely under Pilot Knob and facilitate a connection of the Rockport AUAR Update 64 Draft October 2024 Dakota County Greenway Corridor Project to the City of Apple Valley's park and trail system. 2021 Update Infrastructure improvements have been described in the sections above and are being constructed consistent with development needs, City ordinances, and other applicable rules and regulations. 2024 Update Infrastructure improvements described in the 2016 and 2021 updates remain valid for the 2024 update with the exception of the major arterial collector street transecting the property east-west (152nd Street west of English Avenue) from Pilot Knob Road to Flagstaff Road.This would not be a planned infrastructure improvement as part of the 2024 Scenario. All existing infrastructure would remain in place. 29.Related Developments; Cumulative Impacts Minnesota Rule part 4410.1700, subpart 7, item B requires that the RGU consider the "cumulative" potential effects of related or anticipated future projects when determining the need for an environmental impact statement. Identify any past, present, or reasonably foreseeable future projects that may interact with the project described in this EAW in such a way as to cause cumulative impacts. Describe the nature of the cumulative impacts and summarize any other available information relevant to determining whether there is a potential for significant environmental effects due to cumulative impacts (or discuss each cumulative impact under appropriate item(s) elsewhere in this form). This item does not require a response for an AUAR with respect to cumulative impacts of potential developments within the AUAR boundaries, since the entire AUAR process is intended to deal with cumulative impacts from related developments within the AUAR area; it is presumed that the responses to all items on the EAW form encompass the impacts from all anticipated developments within the AUAR area. However, the questions of this item should be answered with respect to the cumulative impacts of development within the AUAR boundaries compared with past, present, and reasonably foreseeable future projects outside of the AUAR area, where such cumulative impacts may be potentially significant. 2016 EQB guidelines indicate that no response to Section 29 is necessary because the entire AUAR process deals with the cumulative impacts from related developments within the AUAR area. Cumulative effects of this and future projects on natural resources and infrastructure are expected to be roughly proportional to the impacts discussed in this AUAR. The City of Apple Valley has planned for future growth and development as part of the Land Use Plan (the City's 2030 Comprehensive Plan (2009)), Surface Water Management Plan (2007), and Transportation Plan (2030 Comprehensive Plan). These efforts ensure that the cumulative Rockport AUAR Update 65 Draft October 2024 impacts of future growth and development to the environment, and to the City's service capacity, are anticipated and mitigated. Surrounding parcels are mostly developed or graded for development, so the only potential projects in the area would likely be re-development projects. Because neighboring lots are largely developed, and redevelopment is based on market drivers and conditions, the timing of future redevelopment can be difficult to predict. The City's Comprehensive Plan anticipates and guides the intensity of development within the city and direct necessary infrastructure improvements to support future development projects. These planning efforts serve to avoid and mitigate potential cumulative environmental effects from projects that may be completed within the same general geographic area and timeframes. Because of these planning efforts, and developed condition of surrounding parcels, there were no changes to this question as a result of the 2016 update. 2021 Update Cumulative effects of this and future projects on natural resources and infrastructure are expected to be roughly proportional to the impacts discussed in this AUAR. The City of Apple Valley has planned for future growth and development as part of the 2040 Comprehensive Plan Update, 2018-2027 Surface Water Management Plan, and 2040 Transportation Plan.These efforts ensure that the cumulative impacts of future growth and development to the environment, and to the City's service capacity, are anticipated and mitigated. 2024 Update Cumulative effects of this and future projects on natural resources and infrastructure are expected to be roughly proportional to the impacts discussed in this AUAR. The City of Apple Valley has planned for future growth and development as part of the 2040 Comprehensive Plan Update, 2018-2027 Surface Water Management Plan, and 2040 Transportation Plan.These efforts ensure that the cumulative impacts of future growth and development to the environment, and to the City's service capacity, are anticipated and mitigated. There are no changes to this question as a result of the 2024 Update. 30.Other Potential Environmental Impacts If the project may cause any adverse environmental impacts which were not addressed by items 1 to 28, identify them here, along with any proposed mitigation. 2016 Other adverse environmental impacts are not anticipated as a result of the proposed development. 2021 Update No update. 2024 Update Adverse environmental impacts are not anticipated as a result of future development.The Technology Campus will reduce overall traffic impacts, including reducing daily car trips, Rockport AUAR Update 66 Draft October 2024 traffic congestion at intersections, and traffic volume. To the extent possible, the Applicant plans to employ sustainable water and electricity features. . 31 .Summary of Issues List any impacts and issues identified above that may require further investigation before the project is commenced. Discuss any alternatives or mitigative measures that have been or may be considered for these impacts and issues, including those that have been or may be ordered as permit conditions. 2021 Update The key impact categories that changed since the 2016 AUAR are summarized in Table 25. Table 25: 2021 Changes to Impact Categories Item Number Description of 2016 Update Changes Item 7: Project A new development scenario has been created based on the 2040 Magnitude Comprehensive Plan. Item 11: Fish, A 2018 record for the rusty patched bumble bee (Bombus affinis), a Wildlife, and federally listed endangered species, is located within the AUAR study Ecologically area. Sensitive Resources Item 12: Physical The DNR public waters inventory no longer identifies a regulated Impacts to Water waterway within the site. Resources Some wetland impacts appear to have occurred within the AUAR study area since 2007. Item 13: Water Use Water use projections have gone down due to the overall reduction in project magnitude. Item 17: Water Development on the East Parcel since the 2016 AUAR has incorporated Quality: Surface regional stormwater ponding consistent with the City's Surface Water Water Runoff Management Plan and NURP standards. Additionally, the latest scenario proposes the creation of several stormwater management ponds. Item 18: Water Wastewater projections have gone down due to the overall reduction in Quality: project magnitude. Wastewaters Item 20: Solid Projections for solid waste generation have gone down from the Wastes previous AUAR due largely to the reduction in project magnitude proposed by the latest scenario. Item 25: Nearby Several parks located adjacent to the AUAR study area have been Resources constructed since 2016. Item 27: In 2020, the City of Apple Valley adopted their 2040 Comprehensive Compatibility and Plan and the proposed land uses have been incorporated into the 2021 Plans AUAR Update. 2024 Update: Rockport AUAR Update Draft October 2024 The key impact categories that changed since the 2021 AUAR are summarized in Table 26. Table 26: 2024 Changes to Impact Categories Item Number Description of 2021 Update Changes -1111.11 Item 7: Project A new development scenario (Scenario 2024) has been proposed. Magnitude Item 13: Water Use Scenario 2024 has an expected range of daily water demand of 1.0- 1.5 MGD and the city has enough current water supply to supply a water demand of 2 MGD. Item 18: Water Scenario 2024 has an expected annual wastewater discharge of 3.4 to Quality- 4.6 MG. Peak month average is estimated to be 50,000 to 80,000 GPD Wastewaters and peak day discharge is estimated to be 400,000 to 650,000 GPD. Wastewater would be collected by a 15" sanitary sewer starting in the southern portion of the study area and running 0.5 miles south to MCES interceptor. The 15" sewer currently has approximately 80%capacity remaining. Further study needed to determine if remaining capacity would be sufficient for estimated flow from the proposed development without upsizing the sewer main. Item 21: Traffic Compared to the 2016/2021 AUAR trip generation, the 2024 Scenario has decrease of over 1,000 trips during each peak period, as well as a decrease of over 17,000 daily trips. Item 25: Dust, A site-specific noise study will be conducted to ensure that state and Odors, Noise local requirements for noise are being met. Item 27: The current description of the 'Mixed Business Campus' land use Compatibility and designation in the City's 2040 Comprehensive Plan may need to be Plans clarified to be inclusive of the 'Technology Campus' land use proposed in Scenario 2024. 32.Mitigation Plan Introduction The Mitigation Plan is used by the City of Apple Valley to guide development of Rockport site through avoidance, minimization, and/or mitigation of environmental impacts. The plan is not intended to modify the regulatory agencies' responsibilities for implementing their respective regulatory programs, or to create additional regulatory requirements. There were no impacts or mitigation strategies identified in Items 1 through 7, Item 9, Item10, Item 25, Item 26, and Items 28 through 31; therefore, these areas are not included in the Mitigation Plan. The remaining AUAR items have identified regulatory requirements and/or mitigation measures that reduce the level of potential impact of development within the study area.There are no impacts that cannot be mitigated by the mitigation measures identified herein. Rockport AUAR Update 68 Draft October 2024 Elements of the 2007 Mitigation Plan and 2016 Mitigation Plans that have been completed or updated to date include the following: • Item 11. Fish, Wildlife, and Ecological Sensitive Resources- Development on the East Parcel since the 2016 AUAR has incorporated lakescaping and ponding consistent to provide potential habitat for wildlife. • Item 17. Water Quality: Surface Water Runoff- Development on the East Parcel since the 2016 AUAR has incorporated regional stormwater ponding consistent with the City's Surface Water Management Plan and NURP standards. • Item 27. Land Use - Metropolitan Council has approved the City's 2040 Comprehensive Plan update and the Scenario 2024 will require the Applicant to submit a Comprehensive Guide Plan amendment to accommodate its Technology Campus and Intended Use. The City will continue to implement Mitigation Plan as the remaining portions of the Fischer Sand and Aggregate Site are developed. 1. PROJECT TITLE THROUGH 7. PROJECT MAGNITUDE DATA No mitigation was identified in these sections. 8. PERMITS AND APPROVALS REQUIRED-MITIGATION PLAN Table 27: Required Permits and Approvals Unit of Government Type of Application Status City of Apple Valley Sewage Treatment System To be applied for Closure AUAR Mitigation Plan Update In process Adoption Rezoning/Platting Approval To be applied for, as needed Building Permits To be applied for as needed Municipal Water Connection To be applied for as Permit needed Natural Resources To be applied for if needed Management Permit Sanitary Sewer Connection To be applied for, if needed Permit Wetland Exemption To be applied for, if needed Certification Land Use Applications, To be applied for, if needed including but not limited to rezonings, variances, site plan review, etc. Substation Expansion Approval To be applied for, if needed Dakota County County Roadway Access To be applied for Permits Hazardous Waste Generator To be applied for Closure Rockport AUAR Update 69 Draft October 2024 Unit of Government Type of Application Status Contamination/Assessment To be applied for Plan Well Installation and To be applied for Abandonment Contiguous Plat Review To be applied for Metropolitan Council/ Comprehensive Plan To be applied for, if needed Environmental Services Amendment Sanitary Sewer Connection To be applied for Permit Minnesota Pollution Control NPDES/General Storm Water To be applied for Agency Permit Sanitary Sewer Extension Permit To be applied for MPCA Cooling Water Discharge To be applied for, if Permit needed. Minnesota Department of Water Appropriations Permit To be applied for, if needed Natural Resources Public Waters Work Permit To be applied for, if needed Utility License To be applied for, if needed Minnesota Department of Water Main Extension Approval To be applied for Health US Army Corps of Engineers Letter of No Jurisdictional To be applied for, if needed Wetland Red Cells = New in 2024 Update 9. LAND USE No mitigation was identified in this section. 10. COVER TYPES No mitigation was identified in this section. 11. FISH, WILDLIFE, AND ECOLOGICAL SENSITIVE RESOURCES-MITIGATION PLAN • Responsible Parties: City of Apple Valley, Dakota County, Project Developer and Construction Contractor • Agencies Involved: City of Apple Valley, VRJPMO, and Dakota County SWCD • Regulatory Program: Not Applicable • Implementation Timeframe: 2014-2026 The creation of ponding, native landscaping, and lakescaping along the shorelines of water bodies, as needed to facilitate the development, will collectively provide potential habitat for wildlife. Creation of up to 50 acres of storm water ponding areas and 20-30 acres of park with naturalized vegetation is expected to increase and improve wildlife habitat and perennial groundcover after development.This includes buffer areas around areas that may Rockport AUAR Update 70 Draft October 2024 discharge water off the site toward the North Creek. Mitigative actions aimed at reducing potential impacts on downstream waters will include: • NURP (National Urban Runoff Program) ponds designed to treat runoff from the developed areas, removing both suspended solids and phosphorous; • Infiltration swales to promote storm water infiltration and reduce volume of runoff from the site; • Flood storage volumes to provide rate control to meet VRJPMO and City of Apple Valley storm water management requirements; • Skimmer structures at all outlets; • Filter strips around water bodies; and Construction Storm Water Pollution Prevention Plan and incorporation of standard erosion and sedimentation control measures such as temporary sedimentation basins, rock construction entrances, silt fence, seeding and mulching, stabilization of stockpiles, stockpiles located away from storm sewer inlets, silt stacks at catch basins and rip/rap at outlets. Except where noted, the conclusions previously reached for this Section remain valid. No change to the mitigation plan is proposed. 2024 Update No update. 12. PHYSICAL IMPACTS ON WATER RESOURCES-MITIGATION PLAN 2021 Update The DNR public waters inventory no longer identifies a regulated waterway within the site. 13. WATER USE-MITIGATION PLAN • Responsible Parties: City of Apple Valley, Project Developer and Construction Contractor • Agencies Involved: City of Apple Valley, Dakota County, Minnesota Department of Health and the Minnesota Department of Natural Resources Regulatory Program: Dakota County Ordinance 114, Minnesota Department of Health • Regulatory Program: Water Well Regulations, and Minnesota DNR Water Appropriation Rules • Implementation Timeframe: 2014-2026 Existing wells will be sealed and abandoned in accordance with Minnesota Department of Health Regulations prior to site development. If construction dewatering is required, DNR water appropriations permits will be obtained prior to conducting the dewatering activity. Because the City of Apple Valley has and continues to plan for adequate water supply to serve projected growth resulting from this and other future Projects, no mitigation measure are required to minimize the effects on the municipal water supply. Water saving devices, such as reduced flow shower heads and aerators with flow control that are standard to new Rockport AUAR Update 71 Draft October 2024 construction will also be incorporated into this development, in an effort to achieve overall water conservation. 2024 Update A use-specific study is underway on the existing water supply to verify that the City of Apple Valley has adequate supply as it has been planned for this study area, or if any system upgrades would be necessary by the project proposer. 14. WATER RELATED LAND USE MANAGEMENT DISTRICTS-MITIGATION PLAN • Responsible Parties: City of Apple Valley, Project Developer and Construction Contractor • Agencies Involved: City of Apple Valley, Dakota County, Minnesota Department of Health and the Minnesota Department of Natural Resources Regulatory Program: Dakota County Ordinance 114, Minnesota Department of Health • Regulatory Program: VRJWPO Standards • Implementation Timeframe: 2014-2026 The development will adhere to applicable regulations and requirements within VRJWPO standards. 2024 Update No update. 15. WATER SURFACE USE-MITIGATION PLAN • Responsible Parties: City of Apple Valley, Dakota County, Project Developer and Homeowners Association • Agencies Involved: Not Applicable • Regulatory Program: Not Applicable • Implementation Timeframe: 2014- 2026 Because the Project does not impact the number or type of watercraft on any water body or adjoining recreational water body, no mitigation plan is needed. It is not anticipated that water bodies within the study area will be compatible with or suitable for use by watercraft. 2024 Update No update. Rockport AUAR Update 72 Draft October 2024 16. EROSION AND SEDIMENTATION -MITIGATION PLAN • Responsible Parties: City of Apple Valley, Project Developer and Construction Contractor • Agencies Involved: City of Apple Valley, Dakota County SWCD and Minnesota Pollution Control Agency • Regulatory Program: Apple Valley Ordinance Chapter 150/153, NPDES General Permit for Construction Activities • Implementation Timeframe: 2014- 2026 Development of the site will occur under a NPDES permit and storm water pollution prevention plan. Portions of the site already operate under a pollution prevention plan as part of the sand and gravel mining operations. A NPDES permit for construction activity will be obtained for development of the site. BMPs (Best Management Practices) specific to the grading and construction activities will be implemented at that time. These BMPs will include sediment control and soil stabilization practices as required in the NPDES Permit. In addition, grading drainage and erosion control plans will be prepared as each portion of the project is planned for development. These plans will meet the City of Apple Valley requirements adopted to ensure that construction activities do not create adverse and potentially irreversible impacts on water quality or environmentally sensitive lands. The NPDES Storm Water Pollution Prevention Plan and compliance to City standards will minimize or eliminate potential adverse impacts from construction related sediment and erosion on water quality to the extent practical. Except where noted, the conclusions reached for this Section remain valid. No change to the mitigation plan is proposed. 2024 Update No update. 17. WATER QUALITY: SURFACE WATER RUNOFF-MITIGATION PLAN • Responsible Parties: City of Apple Valley, Project Developer and Construction Contractor • Agencies Involved: City of Apple Valley and Vermillion River JPO • Regulatory Program: Apple Valley Code Section 155.350, Apple Valley Surface Water Management Plan (2018), and Vermillion River Watershed Plan and Developers Subdivision Agreements Plan (2006), and Vermillion River Watershed Plan and Developers Subdivision Agreements • Implementation Timeframe: 2014-2026 Regional storm water ponds will be incorporated into the final restoration grading and will be designed with dead storage beneath the outlets and skimmer structures at the outlets to treat storm water prior to discharge from the site. Ponds will be designed in accordance with the City of Apple Valley's Surface Water Management Plan and NURP standards. Infiltration areas will also be designed to accommodate infiltration of the first one-half inch of storm Rockport AUAR Update 73 Draft October 2024 water resulting from any rainfall event.The infiltration areas will further mitigate the increase in the quantity of storm water runoff. Except where noted, the conclusions reached for this Section remain valid. No change to the mitigation plan is proposed. 2024 Update No update. 18. WATER QUALITY: WASTEWATER-MITIGATION PLAN 2021 Update These proposals and conclusions remain valid for the 2016 update: • Responsible Parties: City of Apple Valley, Project Developer, and Construction Contractor • Agencies Involved: City of Apple Valley, Dakota County, and Metropolitan Council • Regulatory Program: Dakota County Ordinances 113 and Developers Subdivision Agreements • Implementation Timeframe: 2014-2026 If individual on-site sewage treatment systems are found within the project area, those will be pumped and abandoned in accordance with local requirements. The property owner will be responsible for proper documentation of closure reports and submittal to the City of Apple Valley and/or Dakota County as may be required. Wastewater generation is anticipated to be significantly less than previously contemplated under the 2007 and 2016 AUAR development scenarios. The applicant will work with the City of Apple Valley in designing the extension of municipal sewer to the project area and apply for and receive appropriate permits for the extension of the sanitary sewer lines from the Minnesota Pollution Control Agency. Except where noted, the conclusions reached for this Section remain valid. No change to the mitigation plan is proposed. 2024 Update A use-specific study is underway on the wastewater capacity to determine if the City of Apple Valley has adequate capacity, or if any system upgrades would be necessary by the Applicant. Surge/Attenuation tanks, or other methods of disposal of a portion of the cooling water, or an upgrade to the city trunk line may need to occur to support the increase in wastewater discharge from the proposed development. 19. GEOLOGICAL HAZARDS AND SOIL CONDITIONS-MITIGATION PLAN These proposals and conclusions remain valid for the 2016 update: • Responsible Parties: City of Apple Valley and Project Developer Rockport AUAR Update 74 Draft October 2024 • Agencies Involved: City of Apple Valley, Dakota County and the Minnesota Pollution Control Agency • Regulatory Program: Dakota County Ordinances 110, 111 and 114, MPCA Regulations • Implementation Timeframe: 2014-2026 The proposer will use Best Management Practices (BMPs) to eliminate as much of the risk to ground water contamination as possible and clean up any potential spills in accordance with Minnesota Pollution Control Agency procedures. In addition, the following conditions or actions are possible mitigative measures for this increase in groundwater susceptibility: • Pretreatment of storm water (sedimentation ponds, skimmers and other best management practices) prior to discharge into ground water ponds; • Compliance with the State of Minnesota's fertilizer regulations; and • Wellhead protection planning and identification (to ensure that the immediate source zones for existing and future wells are protected as development occurs). Except where noted, the conclusions reached for this Section remain valid. No change to the mitigation plan is proposed. 2024 Update No update. 20. SOLID WASTES: HAZARDOUS WASTES, STORAGE TANKS-MITIGATION PLAN • Responsible Parties: City of Apple Valley and Project Developer • Agencies Involved: City of Apple Valley, Dakota County, and the Minnesota Pollution Control Agency • Regulatory Program: Dakota County Ordinances 110, 11 1 and 114 and MPCA Regulations • Implementation Timeframe: 2014- 2026 Residents of the proposed end-use development are and will continue to be encouraged to participate in local recycling programs. As discussed earlier in Section 20, any above- or below- ground storage tanks for petroleum products or other materials, proposed for installation as part of the commercial/mixed use development, will be installed in accordance with local, state and federal regulations. Except where noted, the conclusions reached for this Section remain valid. No change to the mitigation plan is proposed. 2024 Update No update. 21.TRAFFIC-MITIGATION PLAN 2007 AUAR Rockport AUAR Update 75 Draft October 2024 • Responsible Parties: City of Apple Valley, Dakota County, Project Developer, and Minnesota Transit Authority (MVTA) • Agencies Involved: City of Apple Valley, Dakota County, and MVTA • Regulatory Program: City of Apple Valley Transportation Plan and applicable Dakota County Ordinances • Implementation Timeframe: 2008-2030 (and beyond) The main roadways along the end use plan site are CSAH 42 to the north, CSAH 46 to the south, and CSAH 31 through the easterly portion of the site. These arterial roadways provide a good backbone for traffic traveling to and through the end use plan area. Nevertheless, the Cities of Apple Valley and Lakeville, as well as Dakota County, have studied the future impacts of each arterial. The results of the recent Dakota County CSAH 31 (Pilot Knob Road) Corridor Transportation Study have indicated that traffic volumes along each arterial will increase to year 2030. This study recommends the preservation of right-of- way footprints for compact urban interchanges at both intersections of CSAH 31 with CSAH 42 and CSAH 46. However, due to funding implications, the construction of such interchanges at these locations will be beyond year 2030. Street access to and from the Fischer Sand and Aggregates end use plan will be designed to comply with the Dakota County Access Management Policy, as well as the recommendations of the CSAH 31 Study. Collector roadways through the site will comply with collector street standards, as required. Furthermore, the mixed-use nature of the development with its variety of housing types, neighborhood commercial and auto-oriented retail developments, will serve to moderate traffic demand, as well as to keep a portion of the traffic demand internal. As indicated by Dakota County CSAH 31 (Pilot Knob Road) Corridor Transportation Study and the Dakota County 2025 Transportation Plan, CSAH 42 is a Principal Arterial. As such, it has larger system issues indicative of Principal Arterials, and will need to be addressed on a system-wide basis. As other segments of CSAH 42 are reconstructed within Dakota Counties, this segment of CSAH 42 is not currently identified for improvement on the current TIP. The City of Apple Valley will work with Dakota County and other agencies to address the transportation issues along CSAH 42. 2016 Update CSAH 42 & Flagstaff operates at LOS-E in the 2030 p.m. peak. Dual left turn lanes for eastbound and westbound on CSAH 42 improve operation to LOS-D in p.m. peak. The existing lane arrangement for 153rd Street west of Flagstaff. It would be assumed that this lane arrangement would continue through the Fischer property. This corresponds to the City's Collector standard in this area. Four lane divided for 155th Street west of Pilot Knob to Johnny Cake Ridge Road.Turn lanes at Pilot Knob and at internal intersections. 155th Street proposed to intersect Johnny Cake Ridge Road at roundabout. LOS- C (Note: Eastbound right turn lane proposed for safety, not operational needs.) Johnny Cake Ridge Road currently operates as a single lane in each direction, but with turn lanes, north of 160th Street (CSAH 46). North of CSAH 42, Johnny Cake Ridge Road is a four- Rockport AUAR Update 76 Draft October 2024 lane undivided facility. Given the long-term traffic to be generated by the site, right-of-way should be preserved for a four-lane divided facility with turn lanes through the Fischer property. As with 153rd/155th Streets, Johnny Cake Ridge Road will function as a Collector Roadway, and should be designed ultimately to that standard. As the Fischer property develops and Johnny Cake Ridge Road extends fully from the north to CSAH 46, traffic projections on turn lanes will likely warrant signalization. The Fairgreen approach south of CSAH 46 is in a residential neighborhood of Lakeville. At the time the neighborhood access onto CSAH 46 was allowed, ROW was not preserved for additional turn lanes; however, a parking lane has been striped along both sides of Fairgreen between CSAH 46 and Dodd Blvd to the south. The street is posted to prohibit truck traffic. If signalized, the lane geometry should be reviewed. The intersection of 153rd/155th Street and Johnny Cake Ridge Road is being considered for control as a multi-lane roundabout. The intersection of 157th Street and Johnny Cake Ridge Road is being considered as a side-street stop control. Other local streets intersecting these collectors are considered for side-street stop control with access control complying with collector street standards. As stated previously, intersection issues along CSAH 42, CSAH 31 and CSAH 46 are larger systemwide issues and should be handled by the other agencies. 2021 Update No Update. 2024 Update Based on the anticipated trip generation of the 2024 Scenario, there are no changes to the traffic mitigation plan. 22. VEHICLE-RELATED AIR EMISSIONS-MITIGATION PLAN • Responsible Parties: City of Apple Valley, Dakota County and Project Developer • Agencies Involved: City of Apple Valley, Dakota County and the Minnesota Pollution Control Agency • Regulatory Program: Apple Valley Transportation Plan, Dakota County Ordinances • Implementation Timeframe: 2014-2026 The 2007 analysis found all predicted air quality impacts to be well below the Minnesota ambient air quality standards of 30 ppm and 9ppm for one-hour and eight-hour time averages for CO, respectively. Mitigation actions that will minimize adverse effects of vehicle-related air emissions are identical to mitigation measures or traffic and are discussed at the end of Section 21. No change to the mitigation plan is proposed. Except where noted, the conclusions reached for this Section remain valid. No change to the mitigation plan is proposed. 2024 Update The 2024 will result in a decrease in daily trips compared to the previous scenarios, and therefore it is predicted that air quality impacts will be well below the Minnesota ambient air Rockport AUAR Update 77 Draft October 2024 quality standards. No change to the mitigation plan is proposed. The conclusions reached in the 2007, 2016, and 2021 AUARs for this section remain valid for the 2024 Update. 23. STATIONARY SOURCE AIR EMISSIONS This section is not applicable for an AUAR. 24. DUST, ODORS, AND NOISE-MITIGATION PLAN • Responsible Parties: City of Apple Valley and Project Developer • Agencies Involved: City of Apple Valley and the Minnesota Pollution Control Agency • Regulatory Program: MPCA Indirect Source Permit Rules and State Air Quality Standards • Implementation Timeframe: 2014- 2026 (and beyond) During the project development dust emissions may occur as grading and construction activity proceed. Once construction is completed, all disturbed areas will be paved, landscaped or restored with vegetation in accordance with approved development and landscaping plans. It is not anticipated that the site will generate fugitive dust conditions during normal, post-development uses. The Proposer also does not anticipate that the development will generate any significant odors. Proposer will follow BMPs to minimize fugitive dust conditions as mining, construction and end use phasing continues across the study area. Proposer will also use BMPs to minimize noise impacts to potential receptors in accordance with applicable rules and regulations. The most sensitive noise receptors in the project site vicinity are the residential properties to the east, south and west of the project site. Traffic noise mitigation measures have not been considered for the project site at this time; however, examples of site plan elements that may be considered in the project design to help reduce noise impacts include features such as berms, fencing, and vegetative screening. Under any of the scenarios, the noise levels will decrease from the current levels, and any significant generation of dust will be properly handled using appropriate dust suppression. Except where noted, the conclusions reached for this Section remain valid. No change to the mitigation plan is proposed. 2024 Update Back-up generators may be included as part of the proposed development. A site-specific noise study will be conducted to ensure that state and local requirements for noise are being met. 25. NEARBY RESOURCES No mitigation was identified in this section. 26. VISUAL IMPACTS No mitigation was identified in this section. 27. COMPATIBILITY WITH PLANS AND LAND USE REGULATIONS-MITIGATION PLAN Rockport AUAR Update 78 Draft October 2024 2021 Update Proposed development would require a zoning change to the parcels within the study area. The Master Plan is consistent with the 2040 Plan in relevant parts. Additionally, the proposed land use is consistent with adjoining land uses and no land-use conflicts are anticipated. 2024 Update The City is working with the Owner on zoning ordinance language for the MU-BC zoning ordinance, including permitted and conditional uses, and the uses contemplated in the 2040 Comprehensive Guide Plan for the Mixed Use Business Campus. At the time of this AUAR Update, the City has not yet finalized or approved the MU-BC zoning ordinance language although that is anticipated shortly. Once the MU-BC zoning ordinance language is approved, an amendment to the 2040 Comprehensive Guide Plan will be required to better align the guidance and anticipated uses for the Mixed-Use Business Campus with the MU-BC zoning ordinance. 28. IMPACT ON INFASTRUCTURE AND PUBLIC SERVICES Regarding water supply, the Current Maximum Day Demand is 15.5 MGD. The 2040 Comprehensive Plan Maximum Day Demand is 19.1 MGD. Based on a 1.5 MGD Maximum Day Demand for the Technology Campus, future growth would be limited to a population of approx. 58,830 (2029) based on the 2040 Comp Plan. Additional water quality capacity would be necessary to achieve future growth population of 63,600 people by 2040 and inclusion of Technology Campus ( approx. 1.0 MGD). Overall, pressure and available fire flow appears adequate for the proposed use. 29. RELATED DEVELOPMENT; CUMULATIVE IMPACTS No mitigation was identified in this section. 30. OTHER POTENTIAL ENVIRONMENTAL IMPACTS No mitigation was identified in this section. Rockport AUAR Update 79 Draft October 2024 Attachments Rockport AUAR Update 80 Draft October 2024 ATTACHMENT A: 2024 AUAR Update Figures {'-r 1 • •-, - .,_,•:; r ilt.;v7 _ " 0 cc u • 7 • , le rr 0 ••;,y r --:-• • -, *+•f r *%ie 1, ! , raft o• b f- Y . . C t ,f - t 1s J 1 •,i' t/ we".. 1 'Tr1 -- = -- - o °C 150th St W 42 \_____q, .. —21) _ , . 1 // 7' Mixed fF�, ��Campus N,i, •i. Embry • 0 1 .. •• __ l g4. 4:ri—ti '1 *ilit MIMI ,-_,1 r .. . - , .„ _ 11 1-17- I /' ti- Dodd Ivd _ �j ' '' -':, Regatta= Legend �'g�(J. �j�(1 `r%, .•�+� �• i - Existing North Creek Greenway 44 t Planned North Creek Greenway f_l• , '_; �, -+K• LI 2 Proposed Land Use me ;, .t a I.--) [7 Stormwater Features/Greenspace k' r 1'L0 1 -: • ,A, . / Multifamily Residential/Senior 0 _= -IS) s t , Living ths r , ► " a_ n Office, Industrial, Medical • h *e, _ r,��. yt F� %*ar LA4 ." • � E A djr, , .4 --y."" 4. k - - ,O ritt T I At 4:4 't ` io - 0 Ij4`.•-/ •- PointPark .?, k, Mix Business Campus r .^ _ al r� . '1'� . x.�'" •, -, -.. 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Dodd Pointe= - ' •�_' Figure 2: Existing Conditions Kimley *Horn0 0 400 $°° Feet 0 0.25 0.5 1 Miles City of R-3 0 1,125 2,250 4,500 0, R-3 R_3 R-1 R-- APPLE VALLEY R-3 R-2 a Feet N n R-3 R3 S R Q DESIGNATIONS: ACRES: PERCENT: r PD-168 P °w4'"+`o R-3 p nq 'p cpa°sncnccEs r "t Valleywood Municipal GC Residential: µ �I, E R 3 R-2 �_ M-ec P o`°"w"" R 1 PD-167 GQ lit ,1111113 0 R-1-Single Family 40,000 Sq.Ft 238.7 2.1/o 1\ H-3 R-2 No s MN Zoological Gardens o M-7C °""o�.w 1 1 R-2 M-3C "^ s 0 R-2-Single Family 18,000 Sq.Ft 159.0 1.4% $11:4 s g i "wxrr„L 12'"rw I� €� n R-3-Single Family 11,000 Sq.Ft 2,824.7 25.2% PD=7080 1 inch=2,425 feet P °� M-2C _ R=M-7c A a� `y R-CL Residential Cluster 173.0 1.5% / R_2 = =M-6C w M- w R_B CO RD 38 (]R-5-Two Family 15,000 Sq.Ft 45.5 0.4% RF=1:29,100 R-2 R-2 m W M-7C R _3 sa R 3 �E�srras R-3 Q 3$ m „Am... ®LDF LOW Density Flex 21.0 0.2% „.„,a n M 7C $ M-7C M-7C pp., f�f R3 (•,O R-3 Z R 3 R-3 OH,. 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P 8C (is\O_,.zxo srw R-3 R-3 �:F R-3 P 3 P +e ` :R-3 a R3 rpv s R 3 TOTALS: 11.q1 00.00��0 • O P R-5 R-3 . ,.zxo srw i MEC P LBW r.r°'oxe LB .zxoer.+' o ` R-3 U p R 3 RB P N SH-Shoreland District R-CL �irw p R_5 M- M-4C 1' R-3 R-gss¢x p 4 - rs _ R-3 E R-3 N M-aC R-3 k' R-3 P 3 '� R-3 3C M-6C LB R-3 R-3 • 1 � R-3 M-3C ,ns„o n ma P 342 \ I 2 ��, - R_g R-3 The Zoning Designations on this map are a representation of a combination R� PD-170 ) -- R-CL R-3 M-6C R_g OwR-3 $ e 2 1 1 r,..+ A -R-5 R-3 °O-y R-314sreo 0 of maps and ordinances which make u the complete Apple Valle Zoning s '9r LB Mac R 3 <.rx RD-sao. UA 1 w I 1 ;� �.a " P P P PP Y g P 1 R-3 _ R_3> Cw" y'•'•' i�� 1 l •gym re R-a„„s"' Regulations.All Zoning Designations are subject to change.Information R-CL +44msr LB 3711787I 2 PD-580 p -> a s - ..v - O 6`^�»,�°, S R:3 on each Planned Development available at Apple Valley Municipal Center. 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LD P a �i:tip, ° re P Total 1 91 100.00% MD INS�j INS ���.,.° _ LD > LD LD LD W dINS� ��L� P LD 1 1 O Rs � Q P "f W Lp INS G 142nd ST W " -`' Lp D .: MD ILD— LD •• Temporary Sand&Gravel Overlay ('1ri7 ■�MD CU 1 X LD LD P _ K LD LD D 1.: .n- g .E.� - P W LD LD LD _ - INS P L° LD e "ems • LD W LD i� Q Y MD LD =. I, C MD U MD LD t7 LD Q LD LD H ;MD LD ,� _ _ LD U LD —1 r 'Yv MD . ., LD a 4 LD MD - w 145th ST W a INS _ �.,. LD o LD Z LD INS :. LD,_, INS G LD } t: • ` _ "" °- LD o Limit on Liability:This document is not a legally recorded map 471. LD Q LD IND IND O MD LD LD 2 = D , MD IN t MD D D P D P 5 or survey and is not intended to be used as one.This map is a LD ,. x LD... 0 LD INS o INS P LD D wD compilation of records and information from various state, LD LD LD LD LD LD IND D LD ;LD'' LD_ LDr, county,and city offices,and other sources. LD ND LD D 'Lp LD LD MD �� .� IND IND �,.., LD .. LD LD LD .LD ND IND r„ Mo D LD k Latest Revision: Resolution#2020-177,December 22,2020 e4s' P LD LD D LD P D &WAN 11111 151Dth sr W(CO RD 42l .��, P _ t -150th ST W(CORD 42) �,nw L° City of Apple Valley Planning Department INS Z _ _ _ _ - LD �p LD ,LD • LD LLD P,,LD LD' SINSV ____I MBC ���° INS .,.,... LD LD°, Telephone(952)953-2575 a LD In L? INS LD �,._ Y /f A LD LD LD' P LD U m MBC LD ��J .. .N P p LD - LD 0 (JJ e - w"� LD LD :, � �., I LD P c OOO Sources: LD '- T W LD LD ro LD P LD a- MD ;� 1 E. IU _ �, LD INS LD L° HD 11lt•fn► MD LD tt LD arm ��• ���� LD LD P �}T.�F—, ano.�nD ° LD ••••• WHITNEY DR LD LD - P LD ' INS I /y1 LD - `0.: °• P LD LD M�,w. `� LD LD LD LD ■ . i 1 , P LD . `SIHDI. �' LD p LD MD LD Apple D D INS U HD HD ,LD LD 1111, lii�I LD LD 157th ST W LD HD LD c — 'Valley << LD MD LDS MD COBBLESTONE LAC LAVON y LD LD LD MD LD •`LD L & , - L9 �„ CommunityikAlaral Development LD LD - LD P MD Mu®� LD LD LAKE � � t ■ IE Department D �° °. MD MD LD r, le P D T A f v,--, LD L r P MD H •D • . '. MD- "JL1�I �,. I 1 �„__ Dakota County µ°:°LD 160th ST.IW\=YEy '/ _ . MD I• Mill .9 T W M� •' ~1 LD LD ' .! Office of GIS Map Print Date: 7-28-2023 ATTACHMENT B: 2024 AUAR Update Traffic Memorandum and Traffic Review Summary Memorandum Kimley>>>Horn MEMORANDUM To: City of Apple Valley From: Jacob Rojer, P.E., PTOE Kimley-Horn and Associates, Inc. Date: June 26, 2024 Subject: Rockport AUAR Update—Trip Generation Comparison INTRODUCTION The Rockport site encompasses approximately 559 acres of land located in southeastern Apple Valley, MN. The 2021 Rockport AUAR Update included analysis of a 2021 Development Scenario in addition to the development scenarios considered in the 2016 AUAR Update and Scenarios 1 and 2 considered in the 2007 AUAR. However,the traffic analysis was last updated in 2016.An additional development scenario is being evaluated as part of the 2024 update to the AUAR. This scenario would include a technology park on the northeastern portion of the site. This memorandum will quantify the change in trip generation from the Scenario in the 2021 AUAR to the new Scenario as part of the 2024 update. This will include a planning level analysis of the internal roadways based on projected AADTs. The development and future roadway locations analyzed in the 2021 AUAR is shown in Exhibit 1. EXISTING CONDITIONS The 2016 AUAR traffic study analyzed the development in two (2) separate phases. Phase 1 included the areas south of 155th Street,the area east of CSAH 31,and part of the commercial areas anticipated along CSAH 31 (25% was assumed) while the second phase included all of the remaining portions of the site. Much of the development of Phase 1 has been completed. Some roadways are partially built through the site such as 155th Street W and English Avenue. DEVELOPMENT CHARACTERISTICS The proposed development consists of a technology park which is anticipated to occupy the eastern portion of what was considered phase 2 development area in the 2016 AUAR Traffic Analysis. No changes to the western portion of the site are proposed (with Johnny Cake Ridge Road dividing the two parts of the site).The site will not include new access along any existing county road (CSAH 42 or CSAH 31). The locations of access for the site are currently uncertain, but access could be provided along 155th Street, English Avenue, or Johnny Cake Ridge Road. kimley-horn.com 767 Eustis Street, Suite 100,St. Paul, MN 55114 651-645-4197 Kimley>>>Horn Page 2 TRIP GENERATION The trip generation for the proposed technology park was calculated using ITE Land Use Code 160 - Data Center.Trip generation of the mixed-use AUAR scenario is the same as what was determined as part of the 2016 AUAR report. It is estimated that the technology park site occupies approximately 40% of the area which was considered part of Phase 2 in the 2016 AUAR. Table 1 provides the daily, AM, and PM peak hour trip generation for proposed land uses with the inclusion of the technology park, and the previously analyzed land uses (Phase 2 from the 2016 AUAR Traffic Analysis). Both scenarios include development of the site's full area. Table 1 —Trip Generation Comparison (New Site Trips Only) Intensity AM Peak Hour PM Peak Hour Land Use Description Daily /Units In Out Total In Out Total Technology Park(LUC 1,630 1,614 99 80 179 44 103 147 160) kSF Remaining Phase 2 Area (60%of total) 28,874 1,510 475 1,985 780 1,433 2,213 Phase 1 (Mixed-Use) - 20,416 512 373 885 573 619 1,192 Total - 50,904 2,121 928 3,049 1,397 2,155 3,552 AUAR Scenario Phase 1 &2(Mixed-Use) - 68,540 3,028 1,165 4,193 1,873 3,008 4,881 As shown in Table 1 above,the Technology Park is anticipated to represent a significant reduction in site trips from Phase 2 of the AUAR Traffic Analysis.The mixed-use area is anticipated to account for the majority of the trips to the AUAR area, with the technology park accounting for less than 10% of the total daily site traffic. In total, the technology park scenario with mixed-use occupying the remaining land is anticipated to generate a total of 50,904 daily trips including 3,049 in the AM peak and 3,552 in the PM peak. Compared to Scenario 2 as analyzed in the 2016 AUAR Traffic Analysis,this represents a decrease of over 1,000 trips during each peak period,as well as a decrease of over 17,000 daily trips. kimley-horn.com 767 Eustis Street, Suite 100, St. Paul, MN 55114 651-645-4197 Kim ey>>>Horn Page 3 INTERNAL ROADWAY ANALYSIS The daily traffic volumes along the internal roadways were projected for year 2030 with the buildout of the technology park. Daily traffic projections were based on the projected 2030 Full Build turning movement counts from the 2016 AUAR traffic analysis and adjusted for the reduced trip generation of the site with the inclusion of the technology park.The daily traffic projections are shown in Exhibit 2. Note that this estimate is based on preliminary information about the remaining Phase 2 site and the geometry and land uses of the final site could alter the daily traffic numbers significantly. The projections show all internal roadways are anticipated to have volumes of less than 10,000 vehicles per day. Based on this, the internal roadways are anticipated to be within capacity with the buildout of the AUAR site in the technology park scenario.As developments in the AUAR area become known, it is recommended to complete site-specific analysis to determine the necessary roadway geometry at access points throughout the site. CONCLUSION An updated development scenario that includes a technology park on the northeast corner of the Rockport site was reviewed.The updated AUAR trip generation for the AUAR site with the technology park is 50,904 daily trips, 3,049 AM peak hour trips, and 3,552 PM peak hour trips. This updated scenario is a reduction of over 17,000 daily trips compared to the full buildout the 2021 AUAR scenario. The projections show all internal roadways are anticipated to have volumes of less than 10,000 vehicles per day. Based on this, the internal roadways are anticipated to be within capacity with the buildout of the AUAR site in the technology park scenario.As developments in the AUAR area become known, it is recommended to complete site-specific analysis to determine the necessary roadway geometry at access points throughout the site. kimley-horn.com 767 Eustis Street, Suite 100,St. Paul, MN 55114 651-645-4197 - . A • • " iitil - 1 ( C f t ' ' e! ...-: : , .___. 0 1%,,,,, . 4. 1)ii,_ . ' - ' -. • '- - 4 ri , .-•4'.;11 ,_, . k•-•040.' 1 l':'..4 1-.• ;-1r •' rir., 4%. ••••.• • 1 ,)Alf iertIlifipuL. -__, 1 ‘feck':-Ale-4 or d . 1 .`,,.OW. ,:it._, i • ';', • • 1.11 3 . Vil itt ' (..AS: .':..,,'%(' • (1,--A. 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'''' - '` 141k_ w!IIMILI- - . „ . . _. . , -- __ EXHIBIT i Kimler)) Horn DEVELOPMENT CHARACTERISTICS - 2016 AUAR UPDATE ROCKPOINT AUAR "se:.:4'-',q i Lc...2: c c c __..; ti',‘,......-,-:,,i, _ . . _ IN,. v*-411 -';,..il )44ff IniA•---,f111.k....- -1-----i---- 31 4 , :.. it,. ,e. irc4.,', •IA_ I!, .,;. Y.:..,'Au(lw- :-t• -A • - • . fj ' .-- •., q i - 0 T, _ 42 No .: 11111164-iiir. Im&-sor -104 1_.-11M_ ._ _ __ _141i i•' 31114,-1 '4,500J 4 , , .s 57 :r Y 'RPRal a if ■ ■ ■ ■ i r ■ . p ..:. ,.�Y * , p� rs , 3�s' , 1•• ?.. v -'r' •tI' C} ,i: Rom= . 'r ;"'Jc�.. +r� L 1(� •� f 153rd St I Cr' ,_'k7�,rjti =.' i'• ■ ■ ■ • * ' V , I ' 1 ��� �!;'�, • `6,500 C I Lsil• 'r l/ale. 11 .,, •1 • i `a•! .2 ■ I■ ■ f4,5oo �� � 155th S _ __ - °■� --ligt..1 0..0.- ....,...../P • • • �--4,-': CLI U ,1M 'i �"`, -'� , T� ■ a -O '� 'L,F.; . 4 144se '••:•.. r,4• .11.- r+ �< l,a ■ y 44 s • ram.' I 1. ' i�i� '•'• !l• i•4 *w t! ; s aMP;T ►-r• • N LLI „•, •\-� �lr,‘.T,-* - `i ,fi 4.0 � -� T= - _ ' 157th St a LEGENDw r ' NO . • f- t �� ; ' kir n Defined Developments .., „ • a �.. * ��' •IC XF _ �I Phase 2 Development Area s �, n0 �� a, 0 Proposed Technology Park — ! '•.-I 1 ■ ■ ■ Proposed Future Roadways 1 r + • rrci �,�i - ~ 1i. I 4; ■ ■ ■ Completed Roadways T-- _f`` - = = : -7.— 46 _ F=' 160th St • "##� Estimated 2030 Full Build AADT _Limi isTrtil4r1''''14 !,,t.' KII'1"lle >>) HOfn ExHiBiT 2 Y TECHNOLOGY PARK DEVELOPMENT CHARACTERISTICS AND AADTS ROCKPOINT AUAR SRF Review Summary SRF No. 18345.00 To: Brandon Anderson,PE, City Engineer City of Apple Valley From: Tom Sachi, PE, Senior Project Manager Date: September 5, 2024 Subject: Review of Orchard Place AUAR Update Introduction As requested,SRF has completed a review of the Rockport,LLC 2024 AUAR Update document,dated July 2024 completed by Kimley Horn.The proposed development is generally located between CSAH 42 and CSAH 46 and Flagstaff Avenue and Pilot Knob Road in the City of Apple Valley. A review of the memorandum identified the following questions and comments for consideration. Review Summary Based on our review, the following items were identified: Site Trip Generation/Distribution/ Site Plan 1. The trip generation using the Institute of Transportation Engineers Trip Generation Manual, 11 th Edition is accurate for the proposed Technology Park land use. 2. The trip generation estimate for the remaining 60 percent of the Phase 2 area is accurate. Note,it uses estimates from the 2021 update that utilizes that LIB Trip Generation Manual, 9th Edition. However, in general, rates for most commercial businesses have remained similar or decreased from the 9th edition to the 11th edition, indicating these estimates would be conservative. Regardless of which version used, there would be expected to be a significant reduction in trips on a peak hour and daily basis. 3. There is expected to be a reduction of over 1,000 peak hour trips during each peak hour and over 17,000 daily trips. 4. With this reduction in trips,no additional traffic modeling would be expected to be necessary and no additional traffic operational mitigations are expected to be necessary. 5. The daily volume estimates appear to be estimated correctly for the proposed reduction in trips. 6. Based on the Technology Park Development Characteristics graphic, there is not expected to be any major roadways that segment out the Technology Park. Further review of the access should be completed and, if possible, align access to the Technology Park with English Avenue and the northern east/west roadway(assumed to be 151st Street).This would reduce access along Johnny Cake Road and Pilot Knob Road,which is safer and more efficient operationally. www.srfconsulting.com 3701 Wayzata Boulevard,Suite 100 I Minneapolis,MN 55416-3791 1763.475.0010 Fax:1.866.440.6364 An Equal Opportunity Employer Review of Orchard Place AUAR Update September 5, 2024 Page 2 Traffic Control Review 7. A multilane roundabout has been previously identified (2016 AUAR update) at the 153rd/155th Street and Johnny Cake Ridge Road intersection. Based on the new ADTs presented in the 2024 trip generation update, further review of the traffic control was completed. i. Using the 2017 MnDOT ICE Report Manual, the total intersection ADT was reviewed with the potential control types. The total intersection ADT was estimated to be approximately 15,500 entering vehicles.This would still justify a roundabout control. ii. Following the reduction in volumes with the proposed technology park, there is potential that a single lane roundabout could be considered at the intersection. iii. If/when construction begins, a single lane roundabout should be built originally with the right-of-way preserved for potential expansion,if needed. iv. It would be likely that the multiple lanes would be needed along Johnny Cake Ridge Road and not along 153rd/155th Streets. v. With recent ADA updates,multilane roundabouts may require additional enhancements for pedestrian crossings, which should be considered as developments occur and volumes increase in the area. 8. As noted within the 2021 and 2016 reports, individual turn lane needs for developments should be reviewed as developments occur. 9. The intersection of the northwestern east/west roadway (approximately 151 st Street) and the potential access to the Tehcnology Park may also be suited for a roundabout control, depending on the distance between the access and CSAH 42. A roundabout at this location may help serve as a gateway to the development area and slow travel speeds. 10. Johnny Cake Ridge Road is likely best suited for a three-lane facility between CSAH 46 and CSAH 42. 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',! . , ,el; - • `• aSl_ti .- .O :, - •i. i Cobblestone Lake Park Improvements '• . I ti''.igt�r• �✓ `AVRInc Apple Valley Plant t �`+ /'�: 1 r, �z ` i .A, ii ;(� �`C , ,� 0*-• w ,r I 1. r 'a a ra ! + �';••1 Embr J Path 1 • - r% ,I �,. �'� �� � Fischer Mining ll� '• f1 � � I,�� *I k1.' r.r - fy"'',l r O k : e: 't y .. ' y'�• I • • . ilk. . ,D,.j . • )' t - r•"� �n- •�" _• -?��- r , 1 ' ,t ,'R`:i �' 13' •;t w ��. Yj I� ( ,,i -f-r'1 R- ll' 1 ,..a- .S . _�` ; 4•,1.air /� R W t �..r • .zI * +l► s\ =Apple Valley, 1 ST,r � - ,AVR Inc-Maintenance Shop o `� _- " �� �t�0 '� . ea ,, _'.�� _ '�.�\r,_ Easyt1�Park 1 a.,' _ .. '�' �.`o Dodd Blvd' d � �`�•' p"^-� Regatta Park � . �. ; .. .• �. : , tit`a,��y. ' -' ,,,,,��.��,,,,,,, .����� 1., I r► : 41.1,,'k!` Quarry Ponds 5th and 6th Addition •1 ' • ` I. `. .� *. Z' �. . _1111P1'. &:.. ' +ti �' ,.0 1 • •,• Target Store T2390.Y., ylestone Lake Pkwy +• r N• .,r f..I ;`+, qt. �,w ' 1,..,._ ! a = i `-�: -. •- :1_ Gab .•, s�..., tt i •t 'l'i.;: .AI^ !''�•... (14_- • �a-I -�"'TrZ.!- " T r ` , \ . 1 ult ,4,...L• �,,,, 4.1�•.,�� �,. ,,t'�jr Legendr. ,` ,, . ✓� ®; • .1A'�,,w 1:'y r, z'f 157th Street&Johnny Cake Ridge Road Extension, ,;:. f" • �'s 1 ~'" 1 Study Area • , ''�+w- s �. T 4 `i - .y1 >r •',0!: CobblestoneE (� 0 200-ft Study Area Buffer Quarry Pond West v ,•, 1,c, : - • - , �,_, - - - w,+ 4,, 1 .. + I. I tatIL :a North Creek Greenway Underpassr. Illt-.3'�•„•'�,,,j .I _ fir '.1' '4 1 MPCA What's in My ` ,7. P .,7 „ Dodd Valley Estates ,, 1{3• jj'.g� ' i i ' I(j';' ,: f 1 ,t�'•.,r'-.•-_ "• - ".t..11 Neighborhood Sites by �. •'c .,",,,,,g ./ / ;t`;; �I! f _Quarry 1 '•1 ,7 - 0 }., �' Program %.-• �y • 44 -, •I1,i of yI Point ParlkJ. ' i ' . *..•+i'r , '` 1 ' . " 'y Air Quality 1"'y�: t _ , q` ,�, _ � Cobblestone�pKe�Pk_ X(S - '61 • 1 ® Hazardous Waste +�' r "�v adr ,,} ' z, R °� "f, �fj� ,Pe: 1,* •24•4.* �,a4 1tE: 'i 11 ® Multiple Programs Rich Hervieux Auto Body Repair r , �,�- � . . t - ., _ .::SA.-_ ,. - - - —ems..,.•) _ L.— ''R,•- -, ,• • • - - '+ j pQ Stormwater �w _o 160th'St W - -1 — I! �,'r'' -�-+ "r ]77 4Irrtr ® Water Quality •��'� ,=' - • . .�, .. s _ -""®_ ` t Strut '� ` •fir vi�•i, - ::� y� `��1 F �,� �...r 1 — ---,. •—..- a .a it :r+a]a�•Jr:.rx...r...!'.t..1-.. - - � .�. �'MM r.• •!'; •. ,e ft+ . Ta . - --- 1 "a/iiiiirt, Kimley>>>Horn 0 0 200 400 800 Feet Figure 6: MPCA "What's in My Neighborhood?" Sites ATTACHMENT D: Agency Correspondence 4877-2448-3057,v. 1 DEPARTMENT OF NATURAL RESOURCES Minnesota Department of Natural Resources Division of Ecological & Water Resources 500 Lafayette Road, Box 25 St. Paul, MN 55155-4025 June 28, 2024 Twin Cities - Environmental (Kimley-Horn) Kimley-Horn and Associates, Inc. RE: Natural Heritage Review of the proposed Apple Valley, T115N R20W Sections 26 & 35; Dakota County Dear Twin Cities - Environmental (Kimley-Horn), For all correspondence regarding the Natural Heritage Review of this project please include the project ID MCE-2024-00373 in the email subject line. As requested, the iinnesota Natural Heritage Information System has been reviewed to determine if the proposed project has the potential to impact any rare species or other significant natural features. Based on the project details provided with the request, the following rare features may be impacted by the proposed project: State-listed Species • Blanding's turtles (Emydoidea blandingii), a state-listed threatened species, have been documented in the direct vicinity of the proposed project. Blanding's turtles use upland areas up to and over a mile distant from wetlands, waterbodies, and watercourses. Uplands are used for nesting, basking, periods of dormancy, and traveling between wetlands. Factors believed to contribute to the decline of this species include collisions with vehicles, wetland drainage and degradation, and the development of upland habitat. Any added mortality can be detrimental to populations of Blanding's turtles, as these turtles have a low reproduction rate that depends upon a high survival rate to maintain population levels. This project has the potential to impact this rare turtle through direct fatalities and habitat disturbance/destruction due to excavation, fill, and other construction activities associated with the project. Minnesota's Endangered Species Statute (Minnesota Statutes, section 84.0895) and associated Rules (Minnesota Rules, part 6212.1800 to 6212.2300 and 6134) prohibit the take of threatened or endangered species without a permit. Given the project details and the potential for a take of a Blanding's turtle, an avoidance plan is required. Page 1 of 4 We do not currently have a template for avoidance plans. The plan needs to: o Provide a description of the project activities and construction methods, o Identify measures that will be taken to avoid take and minimize disturbance to the species, and o Include a map of disturbance areas. This can include a map of potential Blanding's turtle summer, winter, and nesting habitat overlayed with timing of project impacts. Measures to avoid or minimize disturbance may include, but are not limited to, the following: o Avoidance of suitable habitat. o Timing the impacts to avoid incidental take. o Implementation of recommendations listed in the Blanding's turtle fact sheet. o Installing and maintaining permanent or temporary fencing to prevent turtles from accessing the work site (including soil stockpiles, gravel pads, and other areas of exposed soil/sand/sediment). ■ Silt fencing or similar turtle-proof barriers must be buried a minimum of 10 inches, regularly inspected, and maintained as needed. ■ Temporary fencing or other barriers must be removed prior to project closeout. o Implementation of best practices for Species Protection (Chapter 1) listed in the Best Practices for Meeting DNR General Public Waters Work Permit manual. o Installation of wildlife friendly road design to prevent turtles from entering the storm sewer and to allow turtles to leave the road. ■ For an example, reference "Curb Design and Small Animals" (Chapter 1, Page 24) in Best Practices for Meeting DNR General Public Waters Work Permit manual. o Limiting erosion and sediment control to wildlife friendly erosion control. o Creation and implementation of a turtle monitoring plan for construction areas. o Training for construction crew. o Distribution of the Blanding's turtle flyer to all contractors working in the area. Please submit the completed avoidance plan to Reports.NHIS@state.mn.us. • Lark sparrow (Chondestes grammacus), a state-listed bird species of special concern, has been documented in the vicinity of the project. This bird species is found in open, dry grassland areas with scattered trees and shrubs. They build their nest on the ground, in a shrub or a small tree. If feasible, avoid initial disturbance to grassland areas and tree/shrub removal from May 15th through August 15th to avoid disturbance of nesting birds. • Please visit the DNR Rare Species Guide for more information on the habitat use of these species and recommended measures to avoid or minimize impacts. Page 2 of 4 Federally Protected Species • The area of interest overlaps with a U.S Fish and Wildlife Service (USFWS) Rusty Patched Bumble Bee High Potential Zone. The rusty patched bumble bee (Bombus affinis) is federally listed as endangered and is likely to be present in suitable habitat within High Potential Zones. From April through October this species uses underground nests in upland grasslands, shrublands, and forest edges, and forages where nectar and pollen are available. From October through April the species overwinters under tree litter in upland forests and woodlands.The rusty patched bumble bee may be impacted by a variety of land management activities including, but not limited to, prescribed fire, tree-removal, haying, grazing, herbicide use, pesticide use, land-clearing, soil disturbance or compaction, or use of non-native bees. If applicable, the DNR recommends reseeding disturbed soils with native species of grasses and forbs using BWSR Seed Mixes or MnDOT Seed Mixes. To ensure compliance with federal law, please conduct a federal regulatory review using the U.S. Fish and Wildlife Service's online Information for Planning and Consultation (IPaC) tool. Please note that all projects, regardless of whether there is a federal nexus, are subject to federal take prohibitions. The IPaC review will determine if prohibited take is likely to occur and, if not, will generate an automated letter. The USFWS RPBB guidance provides guidance on avoiding impacts to rusty patched bumble bee and a key for determining if actions are likely to affect the species; the determination key can be found in the appendix. Environmental Review and Permitting • Please include a copy of this letter and the MCE-generated Final Project Report in any state or local license or permit application. Please note that measures to avoid or minimize disturbance to the above rare features may be included as restrictions or conditions in any required permits or licenses. • Given the potential presence of state protected species, we encourage submission of Natural Heritage Review requests to ensure avoidance of take for these species and to determine survey needs as individual projects are planned. The Natural Heritage Information System (NHIS), a collection of databases that contains information about Minnesota's rare natural features, is maintained by the Division of Ecological and Water Resources, Department of Natural Resources. The NHIS is continually updated as new information becomes available, and is the most complete source of data on Minnesota's rare or otherwise significant species, native plant communities, and other natural features. However, the NHIS is not an exhaustive inventory and thus does not represent all of the occurrences of rare features within the state.Therefore, ecologically significant features for which we have no records may exist within the project area. If additional information becomes available regarding rare features in the vicinity of the project, further review may be necessary. Page 3 of 4 For environmental review purposes, the results of this Natural Heritage Review are valid for one year; the results are only valid for the project location and project description provided with the request. If project details change or the project has not occurred within one year, please resubmit the project for review within one year of initiating project activities. The Natural Heritage Review does not constitute project approval by the Department of Natural Resources. Instead, it identifies issues regarding known occurrences of rare features and potential impacts to these rare features. Visit the Natural Heritage Review website for additional information regarding this process, survey guidance, and other related information. For information on the environmental review process or other natural resource concerns, you may contact your DNR Regional Environmental Assessment Ecologist. Thank you for consulting us on this matter and for your interest in preserving Minnesota's rare natural resources. Sincerely, Iwo al. may, Digitally signed by Molly Barrett P/t� Date:2024.06.28 16:19:47-05'00' Natural Heritage Review Specialist molly.barrett@state.mn.us Cc: Melissa Collins, Regional Environmental Assessment Ecologist,Central (Region 3) Page 4 of 4 CITY OF APPLE VALLEY RESOLUTION NO. 2024- AUTHORIZATION TO DISTRIBUTE UPDATED ALTERNATIVE URBAN AREAWIDE REVIEW AND MITIGATION PLAN ROCKPORT,LLC WHEREAS,pursuant to Minnesota Rules 4410.3600 subpart 7A, an updated Alternative Urban Areawide Review is required for the development known as "Rockport, LLC" (formally known as "Fischer Sand and Aggregate, LLP"); and WHEREAS, a final draft of the updated Alternative Urban Areawide Review and Mitigation Plan has been prepared for the development referenced above as attached hereto; and WHEREAS, City Staff has reviewed the final draft of the updated Alternative Urban Areawide Review and Mitigation Plan for accuracy and completeness of information. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota,that the final draft of the updated Alternative Urban Areawide Review and Mitigation Plan for"Rockport,LLC" is hereby accepted for distribution. BE IT FURTHER RESOLVED that City Staff is hereby directed to distribute copies of this final draft of the updated Alternative Urban Areawide Review and Mitigation dated October 18, 2024,to all persons on the official distribution list, and to all other persons who might request a copy. ADOPTED this 24th day of October, 2024. Clint Hooppaw,Mayor ATTEST: Christina M. Scipioni, City Clerk • ITEM: 4.H. • •• ••• ••• COUNCIL MEETING DATE: October24, 2024 Apple Valley SECTION: Consent Agenda Description: Adopt Natural Resource Management Plan for Alimagnet Park Staff Contact: Department/ Division: Eric Carlson, Parks & Recreation Director; Samantha Berger, Parks and Recreation Department Natural Resources Coordinator ACTION REQUESTED: Adopt Natural Resource Management Plan for Alimagnet Park. SUMMARY: During the community engagement process leading up to the 2023 Parks Referendum, the preservation and improvement of natural resources within our parks system was identified as a community priority. Alimagnet Park contains one of our largest wooded areas, and considerable work is needed to promote future natural resource health within the park. Working in partnership with Dakota County, we have developed a Natural Resource Management Plan(the Plan) for Alimagnet Park. The purpose of the Plan is to describe the current and preferred natural resource conditions, goals, and activities for Alimagnet Park within the City of Apple Valley. The Plan includes information on Alimagnet Park's historical and existing vegetative cover, noxious and invasive plants, and land cover; ecological impacts, past and present, including fire suppression, disease, wildlife, and climate change; plant community assessment.; wildlife; and target vegetative communities, including management priorities, methods, and five-year work plan. The Plan also includes plant restoration goals and recommendations, a restoration process, schedule, and cost estimates. Goals of the Plan include: 1. Maintain natural areas where restoration and management investments have already been made. 2. Expand ecological restoration and management into new locations based on need and City priorities. 3. Use an ecosystem approach to restore, enhance, and maintain natural areas in a cost- effective manner. 4. Montior activities to allow for adaptive management and continual improvements in efficiency and outcomes. 5. Evaluate the pros and cons related to the future of the disc golf course in Alimagnet Park. Outcomes could be removal of the disc golf course, reduction of the course to 9 holes, the continuation of the current 12-hole course, or an expansion to an 18-hole course. An additional outcome may be the relocation of existing holes to better meet the needs of protecting the park's most valuable natural resources. BACKGROUND: In November 2023, Apple Valley residents approved a parks referendum authorizing a total of $73.25 million to invest in parks, trails, natural resources, Kelley Park, Redwood Park, Hayes Arena, the Apple Valley Community Center and Senior Center, a youth baseball/softball complex at Hayes Park, and a community pool at Redwood Park. Of this total, $2,000,000 is dedicated to improving and protecting the natural resources in Apple Valley's parks. BUDGET IMPACT: Once the City adopts the Natural Resources Management Plan, we will be in a good position to apply for grant opportunities such as the MN DNR Conservation Partners Legacy Grant. We also plan to enter into a Joint Powers Agreement (JPA) with Dakota County that will provide additional funding. ATTACHMENTS: - IPP ��r r A. r ,y� ..: 7 r�� 'q to:;; k. 1- k n v • :sY' a s N. ti ,,.. r ,r NH Y' .. c AQ ' J q fit y 4....., a 1 ,$e "`f` ,' ! s f--- a ,E`t k "i 'T '}87t!rt N. 4a� 1 Jr evil - .r ' a it d. <-�4 4r' to - v. p fitf ! e 14 C! dye _ �.9t . 1, . JS�.. ' -y - fit' `�N arrr •?� ' > -,�i • ,c� _ 1�r Ai`t� c x+� .�.. .� I,;' f'! ' Z • 4 : , :*-, 1 r , ?'� • 3 • e.` ' 5 Natural Resource Management Plan for the City of Apple Valley Alimagnet Park prepared by Dakota County August 2024 Signature Page LANDOWNER As the authorized representative of the landowner of the property consisting of a City park, I reviewed and approve this Restoration Plan. I agree that the City of Apple Valley will follow the guidelines included in this Restoration Plan to manage that portion of its property included in Alimagnet Park. The Restoration Plan will be used to develop a mutually acceptable Joint Powers Agreement (JPA) with the County to begin implementing the Restoration Plan. Other applicable local, state, and federal laws and regulations not addressed within this Restoration Plan will be followed. City of Apple Valley Date DAKOTA COUNTY Dakota County prepared and discussed this Restoration Plan with the authorized representative of the Landowner. The County agrees to work with the Landowner in using this Restoration Plan as the basis for creating a jointly developed Joint Powers Agreement (JPA) to implement this Restoration plan in a fair and reasonable manner. The County will assess and update this Restoration plan to assist the Landowner in managing Alimagnet Park. Land Conservation Manager Date City of Apple Valley—Alimagnet Park Natural Resource Management Plan 1 Table of Contents I. Plan Purpose and Goals 4 II. Property Ownership 5 III. Property Location and Landscape Context 6 IV. Historical, Current, and Adjacent Land Use 10 A. Historical and Current Land Use 10 B. Adjacent Land Use 14 V. Land 15 A. Topography and Aspect 15 B. Geology 19 C. Soil 21 VI. Water 25 A. Surface Water 25 B. Groundwater 26 C. Wetlands 27 VII. Vegetation 30 A. Plant Community Assessment 31 1. Site Evaluation 33 B. Previous Restoration Activities 42 VIII. Wildlife 43 A. Previous Observations and Surveys 45 IX. Recommendations 46 A. Land 46 1. Erosion Control 46 2. Shoreline Stabilization 47 B. Vegetation Management 47 1. Management Unit Target Plant Communities and Goals 47 2. Suggested Future Considerations 54 B. Water Management 56 C. Wildlife Management 56 1. Priority Species 56 City of Apple Valley—Alimagnet Park Natural Resource Management Plan 2 2. Problem Species 57 3. Indicator Species 57 4. Habitat Enhancements 57 X. Management Plan 58 A. Prioritized Tasks 58 B. Five-Year Work Plan 58 XI. Other Considerations 61 XII. References & Resources 64 APPENDICES 65 Appendix A: Plant Species Recorded at Alimagnet Park 65 City of Apple Valley—Alimagnet Park Natural Resource Management Plan 3 I. Plan Purpose and Goals Purpose The purpose of the Natural Resource Management Plan (Plan) is to describe the current and preferred natural resource conditions, goals, and activities for Alimagnet Park within the City of Apple Valley. The Plan includes information on Alimagnet Park's historical and existing vegetative cover, noxious and invasive plants', and land cover; ecological impacts, past and present, including fire suppression, diseases, wildlife, and climate change; plant community assessment; wildlife; target vegetation communities, including management priorities, methods, and five-year workplan. The Plan also includes plant restoration goals and recommendations, a restoration process, schedule, and cost estimates. A Joint Powers Agreement (JPA, which will serve as a contract between the City and the County, and will be developed in conjunction with the Plan) will include: a work plan for implementing jointly agreed upon natural resource activities and priorities; the respective roles and responsibilities of the City, the County or partners; schedules; cost estimates; and specific funding contributions (cash/in-kind) and funding sources. Goals Alimagnet Park represents one of the City of Apple Valley's most cherished natural areas. Some limited ecological restoration and management work has been conducted within portions of the park, resulting in moderate quality native plant communities and valuable habitats for native wildlife. However, most of the park's natural areas have not been managed and consist of degraded plant communities. With intentional and strategic restoration and management efforts, Alimagnet Park could represent a much higher quality complex of upland and lowland natural areas providing significant benefits for native vegetation, wildlife, and public enjoyment. The City of Apple Valley has identified the following natural resources goals for the Apple Valley portion of Alimagnet Park: 1. Maintain natural areas where restoration and management investments have already been made. 2. Expand ecological restoration and management into new locations based on need and City priorities. 3. Use an ecosystem approach'to restore, enhance, and maintain natural areas in a cost-effective manner. 4. Monitor activities to allow for adaptive management' and continual improvements in efficiency and outcomes. i Generally non-native plant species and those native plant species that grow and spread aggressively, become overabundant,and degrade habitats. 2 An approach to land and water management that considers all interacting factors in an ecosystem and designs management techniques that replicate,at the lowest practical cost,the ecological structures and processes that enable ecosystems to adapt to changing conditions. 3 Structured decision making in the face of uncertainty,with an aim to reducing uncertainty over time by a cycle of implementation, monitoring,evaluation,and adjustment. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 4 5. Evaluate the pros and cons related to the future of the disc golf course in Alimagnet Park. Outcomes could be removal of the disc golf course, reduce to a 9-hole course, the continuation of the current 12- hole course, or an expansion to an 18-hole course. An additional outcome may be the relocation of existing holes to better meet the needs of protecting the park's most valuable natural resources. II. Property Ownership Landowner Information Name: City of Apple Valley Address: 7100 147th St. W, Apple Valley, MN 55124 City Park Information Location: 211 Ridgeview Dr, Apple Valley, MN 55124 Watershed: Vermillion River Watershed Organization: Vermillion River Joint Powers Organization Parcel Identification Numbers: • 010290005010 • 010290004015 • 010290003011 • 010290002010 • 010290006010 • 010290040012 • 011170200010 City of Apple Valley—Alimagnet Park Natural Resource Management Plan 5 III.Property Location and Landscape Context Several different landscape conservation planning efforts in the County have resulted in maps that designate the most important parcels to consider for permanent protection and/or natural resource restoration, based on various ecological criteria. For more context concerning these features relative to the location of the City of Apple Valley's portion of Alimagnet Park, refer to Figures 1, 2, and 3. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 6 Figure 1. Location Map _ i ft s G c r4. �ya t o'G/�OAKL P�g° e J�. 135E J PP Z t ' 35w, ((• c[i: 35 el JJ1 ,= LI MCANDREWS 4 'Li I „- T, — k ...21 .A 0 Y 1 Jffi Q el 5 y-PO [1a _,2 -'WC7 `JG � 4;4' #010 k, . I Fl --.' Meal Vg' o , • 35E �� _ >A@FCJUP� - R`0, �F LN `•v 'iW © FROts�R O"tea V� a Gt.% --_ -17 FCIUW GUQ ` ` 'yam ' @Ta . • �. �,�Ire flT00��7 a2 e _ p �, Y x oNOOD ZOVER Q. 0 ¢ �� GEC ■3 Q 'g . �2 Q, a r ' QOQ % STRm ,�V' r,,••. -®'"t 1'47TH ST 1N t(:pcCl2 ON 0 kRONTAGE1 ROADS 150,M STW u j� j �, cr LL a3 NPRALSON ' i VQ E D fD�Q t� pWIN o ��RESIDECDR" ! -106 c4 ', BAD °-A1 0F67 w, s. I Y� -� , tr 44kD NEW? w • N Q Alimagnet Park MCBS Sites of Biodiversity ASignificance Q Municipal Boundaries Below U 5U0 1,000 2,000 3.000 Water Bodies Feet Vi,, Moderate City Parks Date of Aerial Photography Spring 2023 City of Apple Valley—Alimagnet Park Natural Resource Management Plan Figure 2. Subregion and Landscape Map , / • ,./ .c-i. i .'' A ., .4,. .. ( r , ,t13 04 35 .4, 10r '1 tL I I II Y lir 61' rl .111-III- 4 . , - rw..-1„---40* r 4' / ,Ai, .w..4.51:14-- , - // t A .0 .Ave] - . e--A )-/--- -k 'T , ref, iI. • � — ,.. r or -! r /� '1 - i r• _ �1 .c ` •l . 1 ji, ro;,ei,i,_ _: - . -....1 . // 1 ' ;. ,4,,..,;:-, ..1. . _ o,,, ,.. _vv.., .. # .i--- / r per .., ; Ir.. „,,,,,.., ' .." ,i, 441, . -1 ,-,--; ,-:- -- # 36J' I � ��j�" i /" " • i C 44 !4/"A,•Q Alimagnet Park _ DNR Land,County and City Parks High r ; Municipal Boundaries Existing Trails/Greenways Outstanding Water Bodies MCBS Sites of Biodiversity Significance A Waterways Below 0 0.5 k'/�A Metro Conservation Corridors Moderate 61dc, City of Apple Valley—Alimagnet Park Natural Resource Management Plan 8 Figure 3. Local Landscape Map C v DF r _ °MIN tRY QP, p u MCANDRE W v 1 8TH f E y I yG-110 -. ',54:. 0) V) LL .X , dpv ls ' ,, i Q ' :. • .oq Q.i a2 yo AoTy OM - e, , 1a1sTWp " .."4-Egg ST— eO % ° I. IP 2 . �,�r PI<w' iiq ,. . r "" p11MAG % . . ..„,..„ . . , GLE,y� . _ / . n9 KaiVerer - ,4 acoo 't.., . ': ,, ,tom .E. - 4 0��7 D i r'`, ` _W°OD di _pNOVER� _ • coG2 S.OP ,z9 Q" �eE 0r , 11- k cc em- � `� a , .1 i L. A l 0,VONcSOUTHCROSsQ4 FRONrAGEGfl C OUNTY-o n �ff 42 i° IA �` 9DELL .\ I V THANCR P u ;:152ND�Q o o:.N `( E DR e BPLO�IN CO Q o N• F\RESIDE �'lj MINA° A, 152�R)STw �i iiiiagi kiiiiL . _ _ i , . O i DR A Q Alimagnet Park _ DNR Land, County Existing Trails/ and City Parks Greenways o i000 2.000 1 J Municipal Boundary ---- Cultivated Land MCBS Sites of Feel Biodiversity Significance Water Bodies Date of Aerial Photography Moderate Spring 2023 Alimagnet Park is the second largest natural area in the City of Apple Valley (approximately 85 acres, Figure 1); the Minnesota Zoo is the largest. The Alimagnet Park includes an additional 141 acres to the west in the City of Burnsville. Alimagnet Park is the largest City-owned natural area in Apple Valley. Due to its sizable acreage, City of Apple Valley—Alimagnet Park Natural Resource Management Plan large tracts of wooded areas, diverse native vegetative communities, water resources (including adjacent Alimagnet Lake), and high visibility, the park is a well-known and heavily used community resource. While some park users enjoy disc golf, integrated into the park's natural areas, many residents enjoy dog walking, watching wildlife, and other passive recreation. Limited restoration and management investments have been made at the park over the decades, including restoration and enhancement of the park's oak forests and woodlands; however, most of the park's natural areas are degraded due to invasive vegetation and lack of management. The park lies approximately 1.5 miles east of the junction of Interstates I-35E and I-35W and just northeast of County Road 42. There are many nearby City and County parks, and Metro Conservation Corridors exist within approximately 1.5 miles of the park (Figure 2). In addition to smaller city parks in the immediate vicinity of Alimagnet Park, noteworthy natural areas include Terrace Oaks Park (a little over one mile north of Alimagnet Park), the Minnesota Zoo and adjacent Lebanon Hills Regional Park (approximately two miles northeast of the park), and the Minnesota Valley National Wildlife Refuge (approximately 3 miles north). Nearby trails and greenways can be found surrounding the park, including an east-west paved trail along McAndrews Road approximately one-half mile to the north (Figure 3). Ecological connectivity is significantly constrained by existing residential development; however, future analysis is recommended to determine if opportunities exist. The DNR County Biological Survey (DNR 1997) identified the majority of the park as a Moderate quality Site of Biodiversity Significance (Figure 1). A search of DNR's Natural Heritage Information System (NHIS or Biotics, DNR 2023) for the park and a 1-mile radius identified one tracked natural feature—the red-shouldered hawk (Buteo lineatus), observed near the site in 2022. Implementing the recommendations in this NRMP will improve habitat conditions for this Species of Greatest Conservation Need (SGCN) and others. IV. Historical, Current, and Adjacent Land Use A. Historical and Current Land Use According to vegetation mapping by Marschner (1974), prior to European settlement (early 1800s), the general area around Alimagnet Park was occupied by Oak Openings and Barrens, today referred to as Oak Savanna, with a relatively small portion of Big Woods— Hardwoods (Oak, Maple, Basswood, etc.) in the northwestern corner of the park. This provides insight to restoration targets, but must be tempered with current conditions and site constraints. European settlement significantly changed the pre-settlement landscape. Native prairies were plowed, forests and woodlands cut, wetlands drained, watercourses straightened, fires suppressed, and intense agricultural practices introduced, including row cropping and livestock grazing. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 10 Although many of the changes had already occurred in the late 19' and early 20' centuries, some of the best evidence of past land use is depicted in historical aerial photographs (Figures 4, 5, 6), the oldest being from 1937. Figure 4. Earliest Historical Land Use Image (1937) il c' T' t \ ``x r . 'p` _:i + _1 lad, t 1 : „tii4'4tt. , , Pf::.'jit .- • 7-......) Y ..-'r'" ' 0' • s. 1.. . .4... . -.1 ,s4",... (,.. .0)„.....vor,„ ::f ,..••it.. . Ign 1.• ; :.:4,.. ...tok. ..... • . ._. ,., , ►:if..• 1 •/t=':cte ti♦ is r I, 0$ .1t'• lit A - Q Alimagnet Park City of Apple Valley—Alimagnet Park Natural Resource Management Plan Figure 5. Historical Land Use (1951-2000) '•,• .# .., , , _ .::.,�;. 1951 Nir 1970" . .,-,( •. , ti...,A . .. ,. 4 I _ 0 a. ......Wi .i i‘r-ST,i'It.71f. ,111 ,, lier4UP"; -.:r.- ', •.'•-• ,,-.-' ' - IIM :,4:• :_" •'Salmi - errrl . —id .31 M. ti �'I: , •0. ` .S- ,1'985 2000 n. 1.to , • ; .: r 1 ,i,! ". •) / . . ,..... • i...i #. i.d I ai+ ' y , I, 1 l� t` �j if. Lt..,.., 9" I• '.. -1.-t t 1:5.9743 , _ -,, 0" ?.. —• .,, 0 400 800 1.Ii1 U A Q Alimagnet Park City of Apple Valley—Alimagnet Park Natural Resource Management Plan 12 Figure 6. Current Aerial Photo 202.3 �t �� 1 .— �I 1-1 , f '>ti•' 1 4.J;: r0 .,.\• • 't • �, ,-,I - I . , fi t•...L. • .4'7 ,,, , . i,1 itki r:1 4:01,- '. r , ,,,, . ti 1-., - a JP _ 9 i r,` 4 , * c a { ?`-.r' ' . I I--'t �' ' _�'� i k ~ 1 . r 4i .t, `fit- In l 4102/ Y } f • ', ' � . •ice�ye•1. ' ; ,, _ 1 I �i 4 • '.\ 4 . ` 4. 'r ' 4 d 1 ''- ,�. . ;` 4 ma 800 A Q Alimagnet Park The earliest aerial image available of what is now Alimagnet Park (from 1937) depicts a highly varied landscape (Figure 4). While much of the area that is forested today was wooded in the historical aerial photograph, most of these areas were less dense, and woodlands have expanded over time. Most of the park's wetlands City of Apple Valley—Alimagnet Park Natural Resource Management Plan and even much of Alimagnet Lake appeared to be dry or covered with vegetation due to the severe drought that occurred in the late 1930s. Over subsequent decades (Figure 5), the forest canopy increased in several locations, including along the northwestern portion of the park, and water was apparent in the site's wetlands and Alimagnet Lake. Forest canopy increased primarily due to fire suppression and invasive species introduction. Water level increased primarily due to increased precipitation and from increased stormwater runoff from increased residential development and impervious surfaces in the subwatershed. Residential development begins to encroach around the park by the 1970s and continues, especially southeast of the park, into the 1980s. Figure 6 presents a current aerial photograph of the park. According to the DNR County Biological Survey, as of 1997, only about 2.6 percent of high-quality, native plant communities remained in the County. While most of the City of Apple Valley is built out, urban development in the County has increased rapidly in recent years, and the growth rate is expected to continue at a high pace. This growth continues to expand into farmland and natural areas, making natural resource protection and restoration, such as in Alimagnet Park, increasingly important. B. Adjacent Land Use City parks provide a variety of ecosystem services and are an integral component of green infrastructure in urban areas. Yet because of suburban development, green spaces have become increasingly fragmented, negatively impacting population abundance, species richness, and genetic variation within species. The adjacency of parkland, cultivated land, open areas, and residential sub-divisions can affect vegetation and wildlife management options, may present opportunities to enlarge existing habitat areas and/or create corridors for wildlife movement, and may determine the characteristics of local surface water hydrology. Alimagnet Park is in the heart of suburban development in the County. The adjacent land-use setting has several ramifications for the park. Land adjacent to the Apple Valley portion of Alimagnet Park consists of the Burnsville portion of the park (to the west), Alimagnet Lake (to the north and northwest), and suburban residential land use (to the north, east, and south, Figure 3). Suburban development and land use present a variety of ecological stressors experienced by the natural communities of the park, a prominent one being in the form of"edge effects." Edge effects experienced by Alimagnet Park's natural areas include: noise from roads and residences, increased stormwater runoff into lakes and wetlands, air pollution from cars, microclimate changes from cleared or modified vegetation, increased predation, disturbance of wildlife by domestic cats and dogs, and sources of invasive vegetation. The park is more "buffered" by natural land covers to the north (Alimagnet Lake) and to the west (Burnsville's forested parkland, Figure 3). Given these adjacent land cover types, it is unlikely that significant new encroachments will occur on the park's northern and western perimeter; however, the suburban edge effects mentioned above have stressed, and will continue to stress, the ecological health of Alimagnet Park. Some minor dumping of landscaping debris was observed along the east edge of the Park where it abuts private lots. Connectivity City of Apple Valley—Alimagnet Park Natural Resource Management Plan 14 Habitat connectivity plays an important role in ecosystem health and resilience to global environmental change. Enhancing connectivity of urban green spaces should be linked by corridors forming a network facilitating dispersal and movement. Ecological restoration and management within the park will benefit the ecological integrity and resilience of both the Apple Valley and Burnsville's portions of the park. These parklands together provide a large, contiguous tract of forest and woodland habitat interspersed with a variety of depressional wetlands. Large wooded habitats are required by many forest bird species, and most of the park's wetlands are buffered by surrounding forests, increasing their ecological value and restoration potential. Existing development patterns make it challenging to restore meaningful natural corridors to other natural areas in the vicinity of the park (Figure 2); however, increased native plantings on private lands and in rights-of-way can provide increased habitat, ecological "buffers" (which reduce edge effects), and improved connectivity for birds and flying insects, including many pollinators. Cost-share programs are a good way to encourage private landowners to conduct native plantings on their own property, which benefits adjacent and nearby natural areas like Alimagnet Park. V. Land A. Topography and Aspect Topography and the orientation of slopes (aspect) relative to north, south, east, and west are important factors in the development and formation of soil, potential for soil erosion, and the type and stability of vegetation that will grow in a given location. In general, more topographic variation will result in more complexity and diversity of vegetation communities and hydrologic features. Generally, south- and southwest-facing slopes will be drier and support shorter vegetation than north and northeast facing slopes. The aspect of slopes within Alimagnet Park can have a strong influence on soil temperature and moisture. In the northern hemisphere, north-facing slopes are often shaded, while south-facing slopes receive more solar radiation for a given surface area, because the slope is more often tilted toward the sun and is not shaded directly by the earth. Aspect can significantly influence locational climate (microclimate). Soil temperatures and soil moisture on south-facing slopes are typically warmer and drier than those on north-facing slopes, due in part to the increased solar radiation and direction of the prevailing winds in the summer. Likewise, soils on north-facing slopes tend to be cooler and wetter, due to diminished solar energy. The soils, topography, and aspect of slopes within Alimagnet park are represented in Figures 7, 8, and 9. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 15 Figure 7. Soils and Topography ' ' - 970 o o , o C; o 0 o I 1000iti �� o ^� ZLIEW CT sl 0 1000 � c. P . o Do, 4T" ` ,o O ,, t p960 7000 0o � l g nD W T7 i I 1 / A. '�' HOLLAND AL j. 4 m `vim cW o g ,§M gatIM g Rt_trT( 980 pro / g90 �o . -2m o)o o .fti �Ci7 a. p 0 o oe ",„A o ,000 A WA�V 1 1030 a - 1010 . 0" 0 TO 1030 9901,0 , o ^p'Lo 4111030 980 ..d QAlimagnet Park Kingsley sandy loam,8 to 15 Spencer silt loam,2 to 6 percent percent slopes slopes Contours(10 ft.) A Kingsley-Mahtomedi complex, 15 Timula-Bold complex, 12 to 18 Soil Types to 25 percent slopes _percent slopes,eroded Auburndale silt loam Kingsley-Mahtomedi complex,25 Urban land-Kingsley complex, 15 to 40 percent slopes _to 25 percent slopes _Chetek sandy loam,8 to 15 Kingsley-Mahtomedi-Spencer Urban land-Kingsley complex,3 percent slopes imp complex,8 to 15 percent slopes to 15 percent slopes _ Chetek sandy loam, 15 to 25 Lindstrom silt loam,2 to 6 percent Urban land-Waukegan complex,0 percent slopes _slopes _to 1 percent slopes Kingsley sandy loam, 15 to 25 Otterholt silt loam, 1 to 6 percent Wadena loam,2 to 6 percent percent slopes slopes NE Wadena eroded Kingsley sandy loam,25 to 40 _Quam silt loam Waukegan silt loam,0 to 2 percent slopes percent slopes A Kingsley sandy loam,3 to 8 _Quam silt loam,ponded o 100 200 400 IMI percent slopes Water oFeet City of Apple Valley—Alimagnet Park Natural Resource Management Plan 16 Figure 8. Slope Aspect .1 '• ^_ •. +d > '1�' RIMROCKDR • ;' •-r l Q".+ 1 -> ,p ef Ai t •� �� o, .,.N, • "-4-,:- L/EwcT *r . ' 7141ST- .L : 1.1. ',.. Air '. ter '; #? . ? fy1,I'1 .A., . A • 410.60w0. r'''' '' - •'. ,./• 11111..: . . . p.,•,;,,,,,,,, ..,,,,,,, , • e...., , -. = ,. Ili • ,r 9, di., + `142ND ST IN • ti.airy' z . Y f 'iit 'ij. HOLLAND;AVF U .'''' 'i . ,.- . ..7 .iligt.,..„ ",,-.ills - ' = ;,E. ;143RD.ST Wes...-.— ,1_ 1 V. 43RD STREET CT,�f~ - ii tar .' ,�,✓x, � ��// �.., ir H.ST w '� %+1f y' .�y� •T zi a. P, Ati r �r r r sr j i 2=1 ' �WH/T !PP' • -• Q. ' r,0 y= 4 - " o :t. 137. P=r/r` - -!_it',,,,. <r�r o ,- 'v i.' ' --WALNUT.L-N `yi.Y7�`s"^I r_. �� -/ iit / A m :� •'-) •ram' i .T • - 4, /..„ 0 i 3O�' ! j t �� r.F. :.:+ 1, 1. .•' � •f-. fir.. •1' I Aspect Alimagnet Park o 315A 45 270 90 0 200 400 800 225 135 I 00t 180 City of Apple Valley—Alimagnet Park Natural Resource Management Plan 17 Figure 9. Percent Slope RIPr1ROCK DR a ' - ' O O `(. / HEY`Ap 4 t+i 1 i -T is. fi J , , �� , 1 . ccr •;;.'. ,.. �5•1 1%EVICT _ ,.STC1v A 'Am - .•ice d r ', 1-2ND It. l i u) U 1• 1 ft t v a_y > 1 �`' r 4 S ET, k. ' OP _ CT = YT'ST l o . I Y t o e.— 1 W/10-'- - -H ST�VV '�' (3� �+ °ter �� ,� c , I ri, r`r`?� wb1 J • ' - 1,-7 .1 O Alimagnet Park Percent Slope . 12%-25% 0%-4% I= Greater than 25% A 4%-8% 0 20,: 400 8%-12% Figures 7 through 9 illustrate the landform heterogeneity of the park, which includes a variety of upland and lowland settings. The majority of the site is characterized by rolling to hilly topography, including many areas with steep slopes (Figure 9). Variations of solar aspect (Figure 8) influence the type of vegetation City of Apple Valley—Alimagnet Park Natural Resource Management Plan communities at the park, such as the mesic forests and woodlands along the park's northwest boundary, which slopes down to Alimagnet Lake. Fire-dependent communities (e.g., dry-mesic forests, oak savannas) will be most effectively restored and maintained on relatively flat areas or south- or west-facing slopes. Steeper slopes (including the park's northwest boundary and near the southern tip of Alimagnet Lake) should be managed in a manner that considers their increased erosion potential. For instance, use of wheeled equipment may not be appropriate for many of these areas due to safety concerns as well as the potential for erosion. Likewise, slopes can also influence management costs, with steeper areas typically being more costly to manage due to compromised accessibility and reduced efficiency. B. Geology Bedrock formed as a result of ancient oceans, beaches, reefs or mudflats that once existed millions of years ago. Sand and clay and marine animals became compressed and formed a variety of sedimentary rock layers, with different depths and characteristics. The major bedrock units found in the County include the Decorah, Platteville, Glenwood Sequence, underlain by St. Peter Sandstone, Prairie du Chien Group, Jordan Sandstone, St. Lawrence Formation, and the Franconia Formation. Some of these layers may not exist at Alimagnet Park because of past geologic events that buried them. Bedrock in the County is typically more than 50 feet below the surface in areas north of the Vermillion River and less than 50 feet in areas south of the Vermillion River. In Dakota County, the Prairie du Chien limestone is the most common bedrock first encountered beneath the surface soil and unconsolidated sediments, but another is St. Peter Sandstone. Bedrock is important because its layers create the underground aquifers where groundwater is stored. As the primary source of drinking water for County residents, it is critical that the quantity and quality of this groundwater is managed and protected. Depth to bedrock at Alimagnet Park ranges from approximately 50 to 300 feet below grade (https://koordinates.com/layer/102849-dakota-county-minnesota-bedrock-depth/), and the thickness of the uppermost bedrock formations are approximately 145 to 155 feet thick (St. Peter Sandstone, the first bedrock encountered) and 125 to 140 feet thick (the underlying Prairie Du Chien) (Mossier 2013). Dakota County has very diverse surficial geology (Figure 10) that helped create a very scenic and ecologically diverse landscape. The most recent glaciers extended south into the northern portion of the County, and the resulting terminal moraines are characterized by a typical "knoll and basin" topography. South of these moraines, the rock surface is quite irregular. In some places, the softer rock (sandstone) was worn down and is much lower than the more resistant rock layers (limestone). This has created areas with isolated, mesa-like uplands, 100 to 200 feet above the surrounding land. Glacial deposits have partially concealed these uplands and covered their surfaces with only a thin layer of glacial drift. In some areas, especially the Minnesota and Mississippi River valleys, level alluvium and terrace deposits were formed by glacial rivers and contemporary floods. More level outwash plains formed from melting glaciers and characterize much of the central portions of the County. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 19 The surficial geology of Alimagnet Park is important because it is a highly influential factor in determining characteristics, such as topography, soil type, soil drainage, and vegetation structure and community composition, and it also protect aquifers from contamination. The surficial geology is comprised of mixed till associated with the New Ulm Formation, which formed glacial deposits ranging from 50 to 300 feet deep at the park. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 20 Figure 10. Surficial Geology ` �35Ef = 38 '� .I. .: 1 i .11111 c020 veMIN0( _Agile/ C j I P MC-ANDREWS V. w� sj l , / yG G' oft o[ �,5 of• ifn -t,./.02,ii.rr it it _ =a 2 „4040 ss� lr' I l�Q . ' , ' rl,IST lL _ Z ;1 fR• "!� +1 -\�AVE A��< u&Fp [ R`o o � >;70,9)iy(� • Na�c ARO ,rE EGO C� - Q •Ls �O_ I Y .. r O o�p I ( 2 p.IMAG' II ` GLEA O . . 7 ' 9 fp r % 1 0..T PKie ._ ler t �� �/0 ` • - \tE - 'MN/WV�i7 9�iC8t �'7\� „, 42 V' 1 r _ Sri Wei •;' ?I' :': V � o . WO0D CO r .J'JOVER9 -,,,,xj.. - . 11-2 i ,.. 2 .q•-r_ a wo , ih, t --I / iii- w � O " lq HALLOg. �Z` ;61 cc .et e I^ ll p WALNUTL Y ° SOUTHCRO ` .' o WU fit �VON� R SSO FRONTAGE� ROAD'¢� F o 1- 1. 5 NPFtALSON r _asp ELL CR -` 77-Ai mcs, ilkh.._. ‘ NpTHANCoR" 152NDjI `-,T'LAKE °T o' �O I [ 5i_l__ \ ,, P pWIN CL� p F\RESIDECoR" ,-• o h 4. 6 L ° MINJO� �A i M I �o,, 0077Co0 QAlimagnet Park Surficial Geology _Cromwell Formation; _New Ulm Formation Cromwell Formation; Till outwash(Des Moines) Ice-contact stratified New Ulm Formation; _Water A deposit Twin Cities member Cromwell Formation; New Ulm Formation oi) tT,u o,,i Outwash _ice-contact stratified Fr«•• deposit C. Soil Extensive work in identifying and classifying soils was undertaken because of its importance to management and restoration of Alimagnet Park. The "Soil Survey of Dakota County Minnesota," issued April 1983 and City of Apple Valley—Alimagnet Park Natural Resource Management Plan 21 updated in May 1994, provides a generalized depiction and description of soils in the County. Soil formation is the result of the interaction of five soil-forming factors: parent material, climate, organisms, topographic position or slope, and time (Foth, 1990). Taken collectively, these factors can help determine the dominant plant and animal communities and in turn help form soils. Mapped soil units/types are important because they affect the vegetative and hydrologic features of the park and suggest the most appropriate use and management of the land. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 22 Table 1. Soils of Alimagnet Park Soil Percent Area Depth to Hydric Highly Code Soil Name Taxonomic Class Slope [acres] Drainage Water Table Soil? Erodible? [cm] Fine silty,mixed, Moderately well 150B Spencer silt loam superactive,frigid 3 0.1 76 Yes No Oxyaquic Glossudalfs drained Course-loamy,mixed, Somewhat 155C Chetek sandy loam superactive,frigid 3 2.4 excessively unknown No No Inceptic Hapludalfs drained Auburndale silt Fine-silty,mixed, 189 loam superactive,frigid Mollic 0.5 14.9 Poorly drained 0 Yes No Epiaqualfs _ Fine-silty,mixed, 279B Otterholt silt loam superactive,frigid Haplic 3 2.6 Well drained 201 Yes No Glossudalfs Kingsley sandy Coarse-loamy,mixed, 342E loam superactive,mesic Mollic 4 13.4 Well drained 201 Yes No Hapludalfs _ Kingsley sandy Coarse-loamy,mixed, 342E loam superactive,mesic Mollic 20 6.0 Well drained 201 No Yes Hapludalfs Coarse-loamy,mixed, 342F Kinsley sandy loam superactive,mesic Mollic 25 3.1 Well drained 201 No Yes Hapludalfs Fine-silty,mixed, Very poorly 344 Quam silt loam superactive,frigid 0.5 1.9 drained 0 Yes No Cumulic Endoaquolls _ Urban: Not identifiable Urban:Varies 861C Urban land- Kingsley complex: 5 0.3 201 No No Kingsley complex Coarse-loamy,mixed, Kingsley:Well superactive,mesic drained Mollic Hapludalfs _ Urban: Not identifiable Urban:Varies 861E Urban land- Kingsley complex: 20 2.0 201 No No Kingsley complex Coarse-loamy,mixed, Kingsley:Well superactive,mesic drained Mollic Hapludalfs Kingsley- Coarse-loamy,mixed, 895C Mahtomedi- superactive,mesic Mollic 10 27.7 Well drained 201 No Yes Spencer complex Hapludalfs Kingsley- Coarse-loamy,mixed, 896E Mahtomedi superactive,mesic Mollic 18 3.5 Well drained 201 No Yes complex Hapludalfs Kingsley- Coarse-loamy,mixed, 896F Mahtomedi superactive,mesic Mollic 30 0.4 Well drained 201 No Yes complex Hapludalfs W Water N/A N/A N/A N/A N/A N/A 1 N/A Note that all of the soils that occur at Alimagnet Park are classified as "Glossudalfs" or "Hapludalfs", which refers to a type of'alfisol', which is defined as a forest soil. This is significant, since soil formation takes hundreds to thousands of years; this indicates that the site has been forested or wooded for a long time. Soils mapping of Alimagnet Park (Figure 7) identifies nine general soil units based on formation, relief, and drainage City of Apple Valley—Alimagnet Park Natural Resource Management Plan 23 (see "Soil Name" column in Table 1) and 13 unique soil map units plus open water (see "Soil Code" column in Table 1). Each soil map unit has unique characteristics that influence the species composition of plant communities, drainage class, and erosion potential. Therefore, soil type can be very useful for informing management and restoration decisions. 1. Spencer silt loam (150B): The Spencer series consists of very deep, moderately well drained soils formed mostly in loess or other silty deposits overlying loamy till on drumlins and ground moraines. This soil is typically associated with forests in undisturbed locations. In the park, this soil exists in one small area in the southwest corner of the site. 2. Chetek sandy loam (155C): The Chetek series consists of very deep, somewhat excessively drained soils which are shallow to sandy outwash. This soil is associated with mixed deciduous and coniferous forest. In the park, this soil exists in the south-central portion of the site. 3. Auburndale silt loam (189): The Auburndale series consists of poorly drained, hydric soils. This soil is typically associated with wetland grasses, alder shrubs, and trees such as quaking aspen and black ash. In the park, this soil is found in several low-lying areas and around wetlands. 4. Otterholt silt loam (279B): The Otterholt series consists of very deep, well drained soils formed mostly in loess or other silty deposits and in the underlying loamy till on ground moraines. This soil is typically associated with forests in undisturbed locations. In the park, this soil exists in the northeast portion of the site. 5. Kingsley sandy loam (342B, 342E, 342F):The Kingsley series consists of very deep, well drained soils that formed in loamy glacial till on glacial moraines. This soil primarily supports mixed deciduous forests often dominated by oaks. This soil is found primarily in the western and north-central portions of the park in existing forests and woodlands. The highly erodible quality of these soils combined with their steep slopes (especially 342E and 342F) underscores the importance of using appropriate management techniques to prevent erosion. 6. Quam silt loam (344): The Quam series consists of very deep, poorly and very poorly drained soils that formed in silty water-sorted sediments in flats, swales and depressions on glacial moraines and lake plains. These soils are associated with grasses, rushes, sedges, and reeds. This soil is found in the southwest portion of the park within two wetland basins. 7. Urban land-Kingsley complex (861C, 861E): This complex, consisting of urban land and Kingsley sandy loam, is found in a small area along the north-central boundary of the park. 8. Kingsley-Mahtomedi-Spencer complex (895C): This complex of soil series is a morainal deposit found on moderate to steep slopes. This soil is the dominant complex in the park, occupying the majority of the park's eastern half. The highly erodible quality of these soils combined with their moderately steep slopes underscores the importance of using appropriate management techniques to prevent erosion. 9. Kingsley-Mahtomedi complex (896E, 896F): The Mahtomedi series is often associated with the Kingsley series and shares several key characteristics including being well drained. This soil supports a variety of forests, often containing oaks. In the northwest portion of the park, this soil is found along the steep slopes leading down to Alimagnet Lake. These steep slopes combined with highly erodible soils underscore the importance of using appropriate management techniques to limit erosion. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 24 VI. Water A. Surface Water One of the unique and attractive features of Dakota County is the amount and diversity of its surface waters. Major riverine systems, including the Mississippi, Minnesota, Cannon, and Vermillion rivers create the borders or flow within the County. Glaciers and the deposition that resulted from their melting, sculpted the land, and caused many of the topographical and hydrological features that occur throughout the County. Several creeks, streams and brooks are found in the southern portion of the County. Numerous small lakes and hills (glacial "kames") are found in the northern and western portions of the County. The two largest lakes, Crystal and Marion, are highly desirable for their scenic beauty and recreation. A variety of different types of wetlands are scattered throughout the County including several unique wetlands, known as fens, located in the Minnesota River Valley. Over the last one hundred some years, most of these surface waters have been significantly degraded, due to agricultural and municipal stormwater runoff. Numerous wetlands, which filter and retain water and recharge the groundwater, have been lost. In fact, Dakota County has lost approximately 85% of its wetlands since the time of statehood. Pollution, including excess bacteria, sediment, excess nutrients (such as nitrogen and phosphorous from fertilizer), and lack of dissolved oxygen, has taken a toll on aquatic ecosystems (e.g., the ability of fish and other aquatic organisms to live and reproduce). Although regulations and voluntary efforts have improved water conditions, protection and management of natural areas, especially those adjacent to water bodies, is a very important strategy for achieving water quality goals. In 2002, the Minnesota Pollution Control Agency (MPCA) deemed Alimagnet Park as impaired for aquatic recreation due to nutrient enrichment. In 2005, the Cities of Burnsville and Apple Valley developed a lake management plan for Alimagnet. Partners, including the Cities, Alimagnet Lake Association, and others, have worked to remove rough fish and curly leaf pondweed, dredged stormwater ponds that drain to the lake, and installed a winter aeration system. The statewide ban on phosphorus in fertilizer also helped reduce the pollutant loading. In 2015, a total maximum daily load (TMDL) plan was approved for the Lake, and efforts continue to improve this important lake's water quality. A summary of some of this work (including an analysis of stormwater runoff flowing into Alimagnet Lake) is provided in the Vermillion River Watershed's brochure: "Impaired Waters in the City of Apple Valley and the Watershed Restoration and Protection Strategy (WRAPS)"; see: https://www.vermillionriverwatershed.org/wp-content/uploads/2016/05/FAQ-City-of-Apple- Valley-Impairments.pdf. A Subwatershed Assessment was also completed for Alimagnet Lake in 2016, which identified best management practices that could be implemented in the watershed. To date, a number of practices have been installed by Apple Valley and Burnsville. The two cities operate under a Joint Powers Agreements to complete in-lake management for the lake, including fisheries and aquatic plant management. The Cities have partnered with VRWJPO to complete an in-lake alum treatment study, with planned applications beginning in the Fall of 2024. The City of Apple Valley completed a Surface Water Management Plan 2018-2027 (Barr 2018), which provides much more detail on Alimagnet Lake and its watershed (see: https://www.ci.apple-valley.mn.us/DocumentCenter/View/507/2018-Surface-Water-Management- City of Apple Valley—Alimagnet Park Natural Resource Management Plan 25 Plan?bidld=). There are no other large surface water features in Alimagnet Park; wetlands are discussed below in Section VI.C. B. Groundwater Groundwater accumulates below the surface of the land and is stored in aquifers: complex, underground geologic layers of sand, gravel, and porous rock. If groundwater exists in suitable quantity and quality, and can be delivered for human use, it is of great economic value. This is one example of what is called "ecosystem services", or services 'performed' by nature that people benefit from for free. In the northern portion of the County where glacial deposits are deep, groundwater is often extracted using drilled wells that extend into sand and gravel deposits. In the southern part of the County where the layer of glacial deposits is shallow, most drilled wells extend into the porous bedrock. Most public water supplies obtain water from one of the deeper bedrock aquifers. Due to its relative abundance, quality and reasonable access, groundwater provides drinking water for most County citizens, irrigation water for agricultural crops (especially on the sandier soils in the eastern part of the County), and water for industrial and manufacturing companies. There is concern about the long-term supply of groundwater, due to increased residential and agricultural irrigation, municipal water use, changing climate, and pollution of aquifers. The need to protect groundwater-dependent ecological systems like trout streams and fens is also paramount. Most of the County's groundwater is "highly sensitive" to surface contamination. And once an aquifer is polluted, it is very expensive or even prohibitive to improve its quality to drinking water standards. Given groundwater's importance and potential vulnerability, it is important to be aware of the potential for groundwater contamination from pesticide and herbicide use. In rural parts of the County, the greatest risk to health from drinking water is pesticide and nitrogen contamination. Naturally occurring manganese and arsenic are concerns County-wide. Important factors to consider during natural resource management activities are depth-to-groundwater and the ability of the overlying geologic materials to protect the groundwater aquifer; the more overlying material the better the underlying aquifer is protected. The DNR defines groundwater sensitivity as an area where natural geologic factors create a significant risk of groundwater degradation through the migration of waterborne contaminants. Migration of contaminants dissolved in water through sediments is affected by many things, including biological degradation and contaminant type and density. General assumptions include: • Contaminants move with water • Flow paths are vertical • Permeability of the sediment is the controlling factor The pollution sensitivity of buried sand and gravel aquifers and of the first buried bedrock surface represents the approximate time it takes for water to move from land surface to the aquifer. Based on soil type (see Figure 7), soil layer thickness, and the texture of surficial geology (see Figure 10), the travel time for water to infiltrate from the park's ground surface to the underlying aquifer varies from hours to approximately a year. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 26 The Minnesota Hydrology Atlas Series HG-02 (Adams 2016) defines five relative classes of geologic sensitivity (High, Moderate, Low, Very Low, and Ultra Low). The pollution sensitivity is inversely proportional to the time of travel. • In areas of higher sensitivity, contaminants may reach the groundwater within hours to months. • In areas of lower sensitivity there is time for a surface contamination source to be investigated, and possibly corrected, before serious groundwater pollution develops. Based on these factors, groundwater sensitivity for Alimagnet Park is ranked as Low to Moderate (i.e., it would take months to a week for surface contaminants to reach groundwater, per Adams 2016). According to the Minnesota Department of Agriculture web mapper (https://mnag.maps.arcgis.com/apes/webappviewer/index.html?id=47a342afe6654640b935c8e76023da92), the Park is not located in Drinking Water Supply Management Area (DWSMA). C. Wetlands Wetlands are important natural features in the suburban landscape of Dakota County, and of Apple Valley, as well. Some of their benefits include: reduce flood risk, filter stormwater, clean water, replenish groundwater supplies, and offer habitat to a diversity of aquatic and terrestrial plant and wildlife species. Approximately 4.0 of Alimagnet Park's 85 acres are wetlands (Figure 11). The park's wetland types include one sedge meadow, one invasive cattail marsh, and numerous basins that contained areas of open water with patches or fringes of herbaceous vegetation (not dominated by cattails). These lowland, aquatic habitats are important elements in the mosaic of ecosystems present in the park, although most of the park's wetlands are severely degraded due to altered hydrology and/or invasive species (primarily reed canary grass and invasive cattail). Yet patches of native species (e.g., sedges, bulrushes) exist in several of the basins, particularly in one relatively high-quality sedge meadow in the southwest portion of the park. The following are the definitions of the components of the codes in the NWI index (Figure 11): SYSTEM P = Palustrine. The Palustrine System includes all nontidal wetlands dominated by trees, shrubs, persistent emergents, emergent mosses or lichens, and all such wetlands that occur in tidal areas where salinity due to ocean-derived salts is below 0.5 ppt. L= Lacustrine. The Lacustrine System includes wetlands and deepwater habitats with all of the following characteristics: (1) situated in a topographic depression or a dammed river channel; (2) lacking trees, shrubs, persistent emergents, and emergent mosses or lichens. SUBSYSTEM L2 = Lacustrine, littoral. This Subsystem includes all wetland habitats in the Lacustrine System. It extends from the shoreward boundary of the System to a depth of 2.5 m (8.2 ft) below low water, or to the maximum extent of nonpersistent emergents if these grow at depths greater City of Apple Valley—Alimagnet Park Natural Resource Management Plan 27 CLASS AB = Aquatic Bed. Includes wetlands and deepwater habitats dominated by plants that grow principally on or below the surface of the water for most of the growing season in most years. UB = Unconsolidated Bottom. Includes all wetlands and deepwater habitats with at least 25% cover of particles smaller than stones (less than 6-7 cm), and a vegetative cover less than 30%. EM = Emergent. Characterized by erect, rooted, herbaceous hydrophytes, excluding mosses and lichens. This vegetation is present for most of the growing season in most years. These wetlands are usually dominated by perennial plants. FO = Forested. Characterized by woody vegetation that is 6 m tall or taller. Characterized by woody vegetation that is 6 m tall or taller. SS = Scrub-Shrub. Includes areas dominated by woody vegetation less than 6 m (20 feet) tall. The species include true shrubs, young trees (saplings), and trees or shrubs that are small or stunted because of environmental conditions. SUBCLASS 1 = Persistent. Characterized by erect, rooted, herbaceous hydrophytes, excluding mosses and lichens. This vegetation is present for most of the growing season in most years. These wetlands are usually dominated by perennial plants. WATER REGIME A =Temporary Flooded. Surface water is present for brief periods (from a few days to a few weeks) during the growing season, but the water table usually lies well below the ground surface for most of the season. C = Seasonally Flooded. Surface water is present for extended periods especially early in the growing season, but is absent by the end of the growing season in most years. The water table after flooding ceases is variable, extending from saturated to the surface to a water table. E = Seasonally Flooded/Saturated. Surface water is present for extended periods (generally for more than a month) during the growing season, but is absent by the end of the season in most years. When surface water is absent, the substrate typically remains saturated at or near the surface. F = Semi-permanently Flooded. Surface water persists throughout the growing season in most years. When surface water is absent, the water table is usually at or very near the land surface. H = Permanently Flooded. Water covers the substrate throughout the year in all years. MODIFIER X = "Excavated", which is a special modifier. This Modifier is used to identify wetland basins or channels that were excavated by humans. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 28 Figure 11. National Wetland Inventory Features MC-ANDREWS•RD E - 38 . 'Y - - oft foldiii iir.L, .... 4 1 STREETC� i, W r -J • ff.iq g ( HpLLYBRpo Y j< 1 IiOC , - JJ , * ,, , I. ' OAT,. 67Q - > > , - • ``o :° ' 73914 ,,__,,,, Zre3 W 'i. 'A WHITE IIni�JOP 4> Fes' r, ` ~` D d lTiON i j FRONT "CN ' 'Q 'fr-r,. HEY4 w o. i Air j4AGNE1,P 40- �142NDSTW 4,-- ---+vH • 4. • ,....,.e.,,, - HOL1LA.v poi: .All. i 9,. 2 I ) d s' V GREET GT t v e s 4" `� 1 ' {WAY i ;, A� �Q 7 .'1<rfiii0ifip ,, , , . . r'. . if<i) ‘,j, . tiiii,_ "- • Q Alimagnet Park PABH PEM1 F _ PUBH A Wetland Type PABHx PFO1A PUBHx 0 200 400 ROO L2ABH PEM1A _ PSS1C Feet _ L2UBH _ PEM1C V PUBF City of Apple Valley—Alimagnet Park Natural Resource Management Plan 29 VII. Vegetation The vegetation found at Alimagnet Park is determined by several factors including, but not limited to: physical site conditions, such as topography; soils and hydrology; historic and current land use; climate; invasive species; and wildlife. Vegetation is also affected by natural processes, such as succession or natural events that create change and variation. Abrupt changes (disturbances), including wildfires, high winds and floods, can change the vegetation structure and composition very quickly and for long periods of time. Human- induced changes, such as farming, pasturing, and tree cutting, can have similar effects. Natural succession, or the gradual change of plant communities over time, occurs as vegetation changes and responds to changes in environmental variables (e.g., light, water and nutrients). These responses are reflected in plant community composition, structure, and distribution by differential survival and reproduction of species. The effects of disturbance and succession can vary widely. Different areas will be at varying developmental stages, due to diverse local histories— punctuated by acute disturbances, such as fire and flooding. These conditions interact with inherent environmental variability (e.g., soils, climate, topography) to create a mosaic of vegetation in various conditions across the landscape, including here at Alimagnet Park. In terms of wildlife habitat formation, this mosaic results in shifting patches of refugia, which in turn promotes biodiversity. A major consideration for developing this comprehensive natural resource management plan is to understand the types of vegetation found in Alimagnet Park or in the local area prior to European settlement. This can give the restorationist clues about what plants may have been found in the past and which ones may still thrive in the park today. Fortunately, during the original territorial surveys in the 1840s, field notes on vegetation were taken by the surveyors. These notes were compiled in 1974 into a valuable information source called "The Original, or Pre-settlement, Vegetation of Minnesota," and is used today to help us reconstruct patterns of plant communities across the state. In general, the northern and western portions of the County consisted of a matrix of hardwood forests with many lakes and wetlands interspersed. American basswood, sugar maple, elm, red oak, and an understory of shade-loving wildflowers made up what the original surveyors called the "Big Woods", which dominated in moister areas that were protected from fire, while bur and white oak, aspen and black cherry were the dominant in drier areas. The southern part of the County consisted primarily of prairie and savanna, with fewer lakes and more streams. Depending on soils, topography and hydrology, tall grasses measuring eight feet in height would have been common, with a diverse mix of other grasses and wildflowers (forbs). Short grasses and a wide variety of other types of forbs were found on sandy, gravelly or steep sites. Savannas, basically prairies with scattered oak trees, formed a transitional plant community between grasslands and forests; fires was intermediate in frequency in these savannas. Forested floodplains, with cottonwood, silver maple, willow, and American elm, were found in wide river valleys. Prairie or savanna would often have been found near small rivers, even up to the water's edge. A much larger number of wetlands existed in the southwestern portion of the County than are found today. In fact, it has been estimated that less than 15 percent of pre-statehood wetlands remain in Dakota County. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 30 A. Plant Community Assessment Alimagnet Park was divided into Land Management Units (Management Units), based on information derived from the following: 1) a land cover site evaluation using field and office research, including the Minnesota Land Cover Classification System (MLCCS); 2) the principle of creating realistic restoration goals (taking into consideration cost and available resources); 3) proposed target communities; and 4) restoration tasks. Figure 12 shows eight Management Units for this site. Note that sometimes several areas, although they may be discontiguous, are designated as being in the same Management Unit, because they have similar management needs and goals. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 31 Figure 12: Land Management Units (green alpha-numeric labels) _`t 1 1 ' . c �, 4 - - J .«�l y� Ati'Nhe4? '0 P •`c 5o1. .te .ter ,, (¢ ril CD D .1 rN N C D ��t 4 N N CD k 7 fir' 2 :Al.:ii i au .• r CD 5E f,_1 : 51. .r'?- Eroding .+ • 5p • Drainageway#2,; ' �� C 1, I N N CAD p cD -1 j �, s , NN, " Eroding "� a. ' - Drainageway#1!_ I,M ige I II *- + 143alSt C ' �,CO 1 NN ;.1.7,. • . . • . , , .-_, .*:... tr....a, VC....11,..:.. _ t 11,4 1,,, 1. C 1 I a _- .. C * 5 B of •St Ct. t .R� r 'brit « ,,,pl ''�;'1 ' T Cr ►b, f 1' ' .if6 V„,, G - Alimagnet Park Alimagnet Park •- g Quality Ranking Boundary •,r •. A= Highest Quality X �►" Forest Mgmt Unit Community D° L "' i Boundary l'' w •Ic B =Good Quality ' ! P.arkIL■n * s #", to t « ' City Limits Community ► d 'ti �!' �. : 6.— s4. ; : . Existing Land Cover C = Moderate rn, { Quality Community �� � �p�a^,� i„ - , Cultural vegetation 1t }" ',? -' " D= Poor Qualityo .' a Vn« Forests m : G 1v ago t Community ��';r � > ➢ , W � � Herbaceous R ■ NN =Altered/Non°'' •. 9 Water Native Community �k � ,� � -� b � TraiI0 oe �� p, Disc Golf Amenity ` '` A. '. `-- C - mode City of Apple Valley—Alimagnet Park Natural Resource Management Plan 32 1. Site Evaluation An evaluation of Alimagnet Park was conducted by Douglas Mensing (RES Principal Ecologist) and Michael Lopez (RES Ecologist) on October 16, 2023. The Management Units, shown in Figure 12, above, and summarized in Table 2, were developed to help describe the plant communities and define restoration and management tasks for Alimagnet Park. There are four major (forest/woodland) Units (1 through 4), and several smaller Units (or portions of Units) that are encompassed within the larger forest/woodland Units. Detailed plant species lists for each Unit, based on recent field surveys, are provided in Appendix A. Plant communities within the Management Units were evaluated using methods adapted from MLCCS quality ranking guidelines: A=highest quality, B=good quality, C=moderate quality, D=poor quality, and NN=altered/non-native. MLCCS Classifications are a snapshot of the habitat structure at the time of assessment but should not necessarily be interpreted as the most desirable end goal for habitat restoration purposes. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 33 UNIT 1 (SE forest/woodland unit): `) di� °. d. �i Area: 15.5 acres '` «' rpm Dominant MLCCS Classifications: " , •b" 4 "t , n Jfie• - Y • Oak forest— mesic* subtype ;_ . < 3' f4`*moderately moist within a spectrum from dry to t1r -' ' ' wet soils :'� Evaluation and Ecological Concerns: Unit 1 is located in the southeast portion of the ; park bordering the southeastern edge of t - Alimagnet Lake (Figure 12). This unit is • M ,��,^�. �'^�' ,- dominated by upland forests (C to D quality). Dominant species present in the moderately Photo 1: View of the central portion of Unit 1. dense (defined in DNR Field Guide) canopy/sub- canopy include white oak (Quercus alba), northern red oak (Quercus rubra), northern pin oak (Quercus ellipsoidalis), American elm (Ulmus americana), and green ash (Fraxinus pennsylvanica). Other trees occurring less frequently include cottonwood (Populus deltoides), quaking aspen (Populus tremuloides) and black cherry (Prunus serotina). The moderately dense understory/shrub layer is dominated by the non-native "common" or European buckthorn (Rhamnus cathartica), but also contains non-native honeysuckle (Lonicera spp.). Native trees and shrubs in the understory/shrub layer include boxelder (Acer negundo), hackberry (Celtis occidentalis), green ash, quaking aspen, and black cherry. The moderately sparse ground layer consists of an assemblage of forbs, graminoids, and woody species. Native species such as sedges (Carex spp.), Virginia stickseed (Hackelia virginiana), white snakeroot (Ageratina altissima), and others are present. However, this stratum also includes invasive species such as garlic mustard (Alliaria petiolata), common burdock (Arctium minus), and seedlings of common buckthorn and invasive honeysuckle. Buckthorn removals occurred between 2014 and 2016 in the southwest portion of Unit 1, but it appears that limited subsequent management has been conducted. The park's disc golf course encroaches on the southern edge of Unit 1 (Figure 12), resulting in areas of cleared vegetation and bare soils. Due to the unit's steep slopes (some >25%) and highly erodible soils (dominated by Kingsley-Mahtomedi-Spencer complex, 8-15% slopes), management activities should be conducted with care, especially given the unit's adjacency to Alimagnet Lake. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 34 UNIT 2 (NE forest/woodland unit): �., `'4i t"$ ..7 - '74:t.�. w P ' Area: 28.2 acres ? �� .. `-., Dominant MLCCS Classifications: r �7 ,��. , �.4,,� Y ,4; '' Az,°. • Oak forest- mesic subtype k ' % `�,�; vim; '-, _+ , { , i ."r,}iI Evaluation and Ecological Concerns: �,, :}r �ihb Ffri. ice,,. _ " a Unit 2 is located in the northeast portion of the z '' .�> 1 ,� ,# 3 "8` park, northeast of Unit 1 (Figure 12). Unit 2 is 0. .4 +d` �", ' '-.4^ dominated by mesic oak woodlands and forests ,r 60.1 ... Pr.,, `, r (C to D quality). The northeast portion of the 4-a l ,t v x. • ,---) 1 A '-0r 't'_ 1.s f,� unit features a relatively steep west-to `� u � " _ "" southeast-facing slope. Drainageways with moderate erosion flow east to west near the Photo 2: View of the northern portion of Unit 2. shared border with Unit 1; these drainageways appear to originate at a culvert outlet on the eastern edge of the park (near Garden View Drive), flow through two depressional wetlands, and into Alimagnet Lake. The dense, continuous canopy/sub-canopy is dominated by white oak (Quercus alba) and northern pin oak (Quercus ellipsoidalis); other species include bur oak (Quercus macrocarpa), northern red oak (Quercus rubra), paper birch (Betula papyrifera), quaking aspen (Populus tremuloides), black cherry (Prunus serotina), American elm (Ulmus americana), and box elder (Acer negundo). The moderately dense understory/shrub layer contains variable cover by invasive species including common buckthorn (Rhamnus cathartica), and to a lesser extent, non-native honeysuckle (Lonicera spp.). Other understory/shrub species include box elder, hackberry (Celtis occidentalis), riverbank grape (Vitis riparia), and prickly ash (Zanthoxylum americanum). The moderately sparse but relatively diverse ground layer includes many forbs, grasses, and woody species, including Virginia stickseed (Hackelia virginiana), Pennsylvania sedge (Carex pensylvanica), Canada goldenrod (Solidago canadensis), wild bergamot (Monarda fistulosa), and moderate cover by common buckthorn seedlings. A dense stand of invasive Japanese knotweed (Reynoutria japonica) can be found in the northeast portion of the unit. Buckthorn removals have occurred in recent years in the northwest portion of Unit 2, and replacement plantings have included native and some non-native/ornamental species (see Appendix A for species observed). Due to the unit's steep slopes (some >25%) and highly erodible soils (dominated by Kingsley-Mahtomedi complex, 8-15% slopes), multiple erosion gullies have formed. Management activities should be conducted with care, especially given the unit's adjacency to Alimagnet Lake. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 35 UNIT 3 (SW forest/woodland unit): Iv‘ Area: 20.5 acres F 40. E 't . Ar; w. , vs-2- Dominant MLCCS Classifications: ` 01. , • Oak forest- mesic subtype . ' � p r t,>11 1 .aft Jn" Evaluation and Ecological Concerns: . i' � I ' `y e +10 .( t' 4 ud #` it + ' ' t h` 1 +�+ '£�'- r s arc Unit 3 is located in the southwest portion of the ? " R�E� " ' 'f Ji {'� y ` park, west of Unit 1 and just east of Burnsville's „; t r� ` . portion of the park (Figure 12). The unit is dominated by mesic oak woodlands and forests a, _ (almost entirely CD quality). The dense, continuous canopy/sub-canopy is dominated by Photo 3: View of the southeast portion of Unit 3. white oak (Quercus alba). Other canopy/sub- canopy species include northern pin oak (Quercus ellipsoidalis), American elm (Ulmus americana), black cherry (Prunus serotina), and green ash (Fraxinus pennsylvanica). The moderately sparse understory/shrub layer is dominated by common buckthorn (Rhamnus cathartica). Less common species include nannyberry (Viburnum lentago), black cherry, chokecherry (Prunus virginiana), gray dogwood (Corpus racemosa), common blackberry (Rubus allegheniensis), black raspberry (Rubus occidentalis), Missouri gooseberry(Ribes cf missouriense), and invasive honeysuckle (Lonicera sp.). The moderately sparse ground layer contains moderate cover of common buckthorn seedlings and sparse cover of several herbaceous invasive species including common burdock (Arctium minus), ground ivy (Glechoma hederacea), and Japanese hedge parsley (Torilis japonica). Native forbs, graminoids, and woody species include pointed-leaf tick-trefoil (Desmodium glutinosum), false Solomon's seal (Maianthemum racemosum), early meadow-rue (Thalictrum dioicum), Pennsylvania sedge (Carex cf pensylvanica), and scattered oak seedlings. Buckthorn removals occurred between 2014 and 2016 in the southern two-thirds of Unit 3, but it appears limited subsequent management was conducted. The park's disc golf course extends through the central portion of Unit 3 (Figure 12), resulting in areas of cleared vegetation and bare soils. As with Units 1 and 2, steep slopes (many >25%), ravines, and highly erodible soils (dominated by Kingsley sandy loam) require that management activities be conducted with care, especially given the unit's adjacency to Alimagnet Lake. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 36 UNIT 4 (NW forest/woodland unit): WW1 ` ° �; ham• �a� . Area: 10.1 acres F ti,� A -, `'* Dominant MLCCS Classifications: Y,3 ,� • Oak forest— mesic subtype Sent i � s` ' Upland soils with planted, maintained or , ' tie, a cultivated coniferous trees ' sr � � ' , + a st Evaluation and Ecological Concerns: "'` }' Unit 4 is in the northwest portion of the park • - ci1 % with Alimagnet Lake to the east, Burnsville's y�, �a Pt y � portion of the park to the west, and Unit 3 to the ra � • 1� it a t0. south (Figure 12). Steep, northeast-facing slopes leading down to the lake comprise the northern portion of the unit, while the southern portion Photo 4: View of the northern portion of Unit 4. contains less abrupt, largely southeast-facing slopes. The 1937 aerial photograph (Figure 4) shows most of this unit to be sparsely wooded, and the southeastern portion of the unit was treeless. Currently, the unit is dominated by mesic oak woodlands and forest (BC to CD quality). The dense, continuous canopy/sub-canopy is dominated by white oak (Quercus alba). Other trees occurring less frequently include northern red oak (Quercus rubra) and paper birch (Betula papyrifera). The moderately sparse understory/shrub layer is dominated by common buckthorn (Rhamnus cathartica). Other woody invasives including glossy buckthorn (Frangula alnus) and honeysuckle (Lonicera sp.) are scattered throughout the unit. Other native understory and shrub species include ironwood (Ostrya virginiana) and gray dogwood (Corpus racemosa). The moderately sparse ground layer contains seedlings of invasive shrubs including common buckthorn, and less frequently, honeysuckle and glossy buckthorn. Native woody species in the ground layer include white oak seedlings, red raspberry (Rubus idaeus), riverbank grape (Vitis riparia), black cherry (Prunus serotina), and woodbine (Parthenocissus inserta). Herbaceous native ground layer species include sedges (Carex sp.), Canada mayflower (Maianthemum canadense), pointed-leaf tick-trefoil (Desmodium glutinosum), tall hairy agrimony (Agrimonia gryposepala), and enchanter's nightshade (Circaea lutetiana) among others. A stand of planted pines exists in the southeastern portion of the unit (which was treeless in 1937; see Figure 4). This planted pine stand is not considered a natural community (hence it has a quality rank of"NN"). The canopy/subcanopy is dominated by mature red pine (Pinus resinosa), but also contains white pine (Pinus strobus). Sparse understory/shrub and ground layers lie below the pines. This unit has not undergone management. Most of the soil in the unit is mapped as Kingsley sandy loam (3 to 8% slopes). The remaining areas bordering Alimagnet Lake are comprised of Kingsley-Mahtomedi complex (15-25% slopes, highly erodible) and Auburndale silt loam. As with previously-described units, these slope and soil conditions require that management activities be conducted with care, especially adjacent to Alimagnet Lake. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 37 UNIT 5 (herbaceous/open water wetlands): Area: 1.9 acres (all basins combined) - ," F� � t' • 9sy 4 S A 3 t �Y y� • Dominant MLCCS Classifications: _ .fir , t • Semipermanent flooded altered/non- 1 � '� `~ A native-dominated vegetation �' ,' + • Mixed emergent marsh r.�, . i ' ::.« • Palustrine open water , v wJ Evaluation and Ecological Concerns: c� � Unit 5 is comprised of 11 open-water and . _' herbaceous wetlands (5A through 5K) scattered j throughout Units 1 through 4. These basins range in quality from C to NN and contain an Photo 5: View of a shallow marsh within in the southern portion of Unit 2. assortment of native and invasive forbs and graminoids. The edges of these basins tend to be dominated by invasive, non-native reed canary grass (Phalaris arundinacea); however, a variety of native species are also present, including graminoids such as lake sedge (Carex lacustris), American manna grass (Glyceria grandis), and soft-stem bulrush (Schoenoplectus tabernaemontani). Common forbs across these basins include nodding bur-marigold (Bidens cernua), mad- dog skullcap (Scutellaria lateriflora), and northern bugleweed (Lycopus uniflorus). Open water portions of these basins contained varying densities of two floating species: watermeal (Wolffia sp.) and common duckweed (Lemna minor). Shrubs, including gray dogwood (Corn us racemosa), nannyberry (Viburnum lentago), and invasive common buckthorn (Rhamnus cathartica), are common along the perimeter of these communities. Most of these basins are too small to be mapped as a discreate soil map unit, but most are found within areas mapped as Auburndale silt loam. Water quality in the wetlands was observed to be generally clear, and as mentioned in the Unit 2 description, an eroding drainageway flows through two of these basins on the southern edge of that unit. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 38 UNIT 6 (sedge meadow): Area: 0.3 acres ;;, T^ .. Dominant MLCCS Classifications: ` r A ` �: , . • Wet meadow, seasonally flooded , i N. v ,4,f4 " ` ,, , Evaluation and Ecological Concerns: ,'r .km =r `; y - Unit 6 is located in the southwest portion of the .,, f- s — park, within Unit 3. This wetland is a sedge �` meadow (BC quality) and contains a diverse 'N, " fi''' t.:".r J ' ';s t� E , t r . a .,'; S' Y Rcy itej- assemblage of native graminoids and forbs. The 4004#,• �*�', • ' 4`� s° '.< r' ' 't1 tVT YWi _ /:, C 4 R, r sy i3h „A xA ,,qt,k li'�Y * T ,,;. wetland is dominated by sedges including lake : , ,, ;;"I :r�,, . ,,,�r ' , H :. , „,, � . ' 2, ,- ,.,. sedge (Carex lacustris). Forbs include nodding Photo 6: View from the southern portion of Unit 6. bur-marigold (Bidens cernua), mad-dog skullcap (Scutellaria lateriflora), buttercups (Ranunculus sp.), bulbet-bearing water hemlock (Cicuta bulbifera) and others. Although native graminoids dominate the wetland, invasive species including purple loosestrife (Lythrum salicaria) occur sparsely on the wetland's edge. This basin is mapped as Quam silt loam, a very deep, poorly drained soil series. Unit 6 represents a particularly high-quality plant community within the park that warrants prioritized protection and management. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 39 UNIT 7 (invasive cattail marsh): f, ai *fit: Area: 1.2 acres ` # r `' zitDominant MLCCS Classifications: • Semipermanently flooded altered/non : native herbaceous vegetation r. z X - .: Evaluation and Ecological Concerns: ! 7 Y y Unit 7 is located in the southwestern portion of L • t *� the park and is dominated by a dense stand of ,t ,�.x • invasive narrow-leaved (Typha angustifolia) or , hybrid (Typha x-glauca) cattail; therefore its ecological quality rank is NN. Other herbaceous Photo 7: View of the east portion of Unit 7. vegetation includes native nodding bur-marigold (Bidens cernua) and Canadian wood nettle (Laportea canadensis), and additional invasive species include purple loosestrife (Lythrum salicaria) and reed canary grass (Phalaris arundinacea). A very sparse shrub layer consists of scattered pussy willow (Salix discolor), black willow (Salix cf nigra), and silver maple (Acer saccharinum). The Quam silt loam underlying the management unit was formed in silty water-sorted sediments in depressions on glacial moraines. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 40 UNIT 8 (shoreline wetlands): - #" Area: 0,6 acres x a� Dominant MLCCS Classifications: ` R • Saturated altered/non-native herbaceous vegetation • Littoral open water _ Evaluation and Ecological Concerns: Unit 8 consists of three shoreline wetlands along the edge of Alimagnet Lake, adjacent to Y Management Unit 3, These wetlands consist of z ti rooted herbaceous vegetation that transitions into the shallow, littoral zone of the lake. All Photo 8: View of wetland 8C and Alimagnet Lake. three wetlands are dominated by invasive reed canary grass (Phalaris arundinacea), so they are of NN quality; however, they also contain native ground layer species such as jewelweed (Impatiens capensis), nodding bur- marigold (Bidens cernua), and bulrushes (Scirpus spp.), which indicates they might have the capacity to recover, if reed canary grass were to be controlled. Woody vegetation, mostly on the upland edges of the wetlands, included black willow (Salix cf nigra), quaking aspen (Populus tremuloides), green ash (Fraxinus pennsylvanica), nannyberry (Viburnum lentago), common elderberry (Sambucus canadensis), red-osier dogwood (Corpus sericea), gray dogwood (Corpus racemosa), and invasive common buckthorn (Rhamnus cathartica). These wetlands are mapped as Auburndale silt loam, consisting of loess or silty alluvium, and are associated with depressions and drainageways on ground moraines. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 41 Table 2: Summary of Land Management Unit Quality Land Management Unit MLCCS Classification Description Management Quality Dominant Soil Type Unit Area [acres] Index Kingsley-Mahtomedi- • Oak forest—mesic subtype UNIT 1 15.5 C to D Spencer complex(8- 15%slopes) • Oak forest—mesic subtype Kingsley-Mahtomedi UNIT 2 28.2 C to D complex(8-15%slopes) • Oak forest—mesic subtype Kingsley sandy loam (3- UNIT 3 20.5 CD to D 8%and 15-25%slopes) • Oak forest—mesic subtype UNIT 4 • Upland soils with planted, maintained or 10.1 BC to NN Kingsley �sandy loam (3 cultivated coniferous trees 8/slopes) • Semi-permanent flooded altered/non- native-dominated vegetation UNIT 5 • Mixed emergent marsh 1.9 C to NN Auburndale silt loam • Palustrine open water UNIT 6 • Wet meadow,seasonally flooded 0.3 BC Quam silt loam • Semipermanently flooded altered/non- UNIT 7 1.2 NN Quam silt loam native herbaceous vegetation • Saturated altered/non-native UNIT 8 herbaceous vegetation 0.6 NN Auburndale silt loam • Littoral open water TOTAL 78.3 B. Previous Restoration Activities Before addressing the specific priorities and activities for each Management Unit, it is important to acknowledge the past efforts to restore Alimagnet Park undertaken by the City of Burnsville and its partners over many years. Past restoration work in the Apple Valley portion of the park has been limited to removal of invasive brush in 2014-2016 in the southwestern portion. It appears that little if any management followed the initial removals. Table 3: Historical Land Management Activity Year/Season Unit Activity Responsible Work Treatment under Party Management Agreement Undesirable wood vegetation thinned and removed over 20 acres of oak City/Great River 2014-2016 2,3 Greening/Con- None woods including herbicide treatments and a controlled burn tractor City of Apple Valley—Alimagnet Park Natural Resource Management Plan 42 VIII. Wildlife Dakota County encompasses a variety of ecological subsections, including Big Woods, Oak Savanna, the Rochester Plateau, and the St. Paul Baldwin Plains and Moraines. Each subsection contains multiple habitats and hosts an associated suite of wildlife Species of Greatest Conservation Need (SGCN). Coupled with an abundance of water resources, these habitats supported diverse plant communities and associated wildlife. However, over time, European settlement brought many changes to the landscape. The deep, fertile soils of most prairies were converted to agricultural fields. Forests were logged, wetlands were drained, and stream and river courses and flows were altered. Overhunting was also a major issue and many wildlife populations declined precipitously. Large mammal species, including bison, elk, black bears, wolves, and mountain lions were once found in the County. In the 1800s, early explorers and settlers, from Radisson to Hennepin, documented bison grazing the prairie terraces near Fort Snelling. By 1860, bison were nearly extirpated from all of North America. During the drought years in the 1930s, numerous elk antlers were retrieved from shallow lakes in southern Minnesota, evidence of their historic presence on the landscape. Black bears, among other predators, were common throughout the 18th and 19th centuries, demonstrating that the animal diversity in the state and the County could support a variety of large predators. Smaller mammals were also likely more abundant in the County during the pre-settlement era. From fur traders' records in the 1930s, it is evident that beaver, muskrat, and mink were killed for their furs; and populations of these species declined precipitously. Prairie species, such as Franklin's ground squirrel, American badger, and several vole and mice species declined with the conversion of prairie and savanna to agriculture, though these declines are mostly anecdotal. Hunting and land use changes also affected bird populations. The extinction of the passenger pigeon highlights the extreme pressure that hunting had on many of the County's wildlife species, while species, such as prairie chickens, were locally extirpated as prairie was converted to agriculture. Waterfowl populations declined as well, due to hunting and wetland drainage for agriculture and development. During the mid-20th century, predators such as hawks, bald eagles, and owls, were negatively impacted by hunting and human- caused pollution. Chemicals, such as DDT, caused declines in populations of species like bald eagles, as the chemical weakened eggshells and led to low brood success. This species was listed as threatened on the first state endangered species list published in 1984, but recently has been de-listed. Largely anecdotal information exists regarding the decline of reptiles and amphibians in the County. Many reptiles, such as eastern racers and six-lined racerunners, depend on prairie habitat— particularly bluff prairies —and have likely experienced precipitous declines given historic habitat conversion. Wetland drainage and pollution by fertilizers and other chemicals have led to declines in wetland species, including amphibians, such as Blanchard's cricket frog, and reptiles, such as Blanding's turtles. These more amphibious species are not only tied to land and water habitats but are also often sensitive to pollution of these habitats. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 43 Soil erosion from agricultural operations and intense land use increased sediment loads to rivers and streams, negatively affecting aquatic ecosystems. Suburban development resulted in more warm water runoff into cool streams, which led to adverse thermal effects and stressed aquatic life. These land use changes had many negative effects on wildlife. Frog and salamander species, sensitive to chemicals and changes in hydrology, declined. As runoff and pollution flowed into rivers like the Vermillion, it resulted in declines in many types of aquatic species. Brook trout, for example, are sensitive to warm water; and rivers like the Vermillion saw declines in trout populations as runoff, pollution, and warm water from treatment plants flowed into the river. While there is conflicting evidence as to whether brook trout were native to the river, having potentially been stocked in the 1800s, trout decline throughout the 20th century is a clear example of the effects of development on wildlife. Brook trout are now restricted to only three streams in the entire County. Importantly, the combination of research, public interest, education, changing attitudes, laws and regulations, and increased land protection and natural resource management have had a generally beneficial effect on wildlife during the last decades. Increased environmental regulation has benefitted wildlife populations. Beginning in the 1980s, the introduction of water quality rules at the federal and state levels has improved water quality impacted by point source pollution (e.g., waste-water treatment plants), and is also providing a solid framework to quantify and limit non-point sources (e.g., field runoff), which should greatly benefit wildlife that relies on clean water. Other pollution regulations, like the ban on the use of DDT, have resulted in increases in bald eagle and other raptor populations in the County and in the entire region. A greater focus on land conservation has also ensured that there is available habitat for County wildlife. For example, the establishment and expansion of critical protected public and private lands has protected habitat for numerous SGCN and other wildlife. Ecological restoration of these and other habitats has also ensured that quality habitat exists for these populations. And finally, an increase in public involvement in conservation has benefited a number of species. For example, the rebound of the bluebird population, from its historic low in the mid-1900s, was due in large part to nest box campaigns involving local citizens. Unfortunately, residential and agricultural development, invasive species, and climate change continue to have significant impacts on County wildlife. Animals that require specific habitat types or habitats adversely impacted by development, agriculture, and pollution, have been most impacted. Invasive species have become one of the most significant issues for native species diversity in Minnesota. Invasive shrubs, like buckthorn, not only adversely affect native plant diversity, but have been shown to cause declines in shrub- nesting bird species. Invasive European earthworms have also been linked to declines in forest floor dwellers like salamanders and ovenbirds. Looking forward, tree pests and diseases, like the emerald ash borer and oak wilt, have been shown to provide avenues for the introduction of invasive plant species, which could negatively affect wildlife in the future. Conversely, these tree maladies may also provide welcome habitat for species like cavity-nesting birds. Climate change effects on wildlife will depend on a number of factors and are predicted to shift the range of many species northward and potentially out of Dakota County. Ultimately, climate change may either create or remove habitat for many native wildlife species. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 44 One of the main restoration goals for Alimagnet Park is to increase wildlife habitat. Providing improved habitat for the species present at Alimagnet Park, as well as restoring habitat for species that have vanished but may have historically used Alimagnet Park, will help increase plant and animal diversity and overall ecosystem health. Refer to Tomorrow's Habitat for the Wild and Rare:An Action Plan for Minnesota Wildlife (DNR 2005) to determine and plan for SGCNs that could potentially use Alimagnet Park. Apart from plant community restoration, there are specific restoration tasks that could be undertaken to encourage wildlife use of Alimagnet Park. For example, red-headed woodpeckers, a Rochester Plateau and Oak Savanna subsection SGCN, depend on dead trees in mixed forests and oak savanna habitats for nesting and feeding. A long-term goal of this restoration plan is to establish a mixture of savanna and woodland habitats with different aged tree species ("mixed stand") that will provide varied structure for wildlife. Management that retains or creates dead trees in the park could provide much-needed habitat for species like the red-headed woodpecker. The City of Apple Valley will explore partnerships with the City of Burnsville and Dakota County to perform annual aerial deer surveys, weather permitting. The City should monitor annual deer counts and trends to determine if additional actions are required to balance the needs of the natural and built environment, along with public safety and public health. A. Previous Observations and Surveys Formal wildlife surveys were not conducted for this restoration plan, and limited data are available from other sources. eBird records of bird observations at Alimagnet Park indicate over 150 species use the site (https://ebird.org/hotspot/L2721283?yr=all&m=&rank=mrec). It is recommended to monitor wildlife in the park to get a better understanding of what species occupy the site, when, and their health, condition of their populations, etc. At Dakota County Parks, wildlife of a variety of taxa are regularly monitored over time. Collecting baseline data on wildlife and their populations allows ecologists to infer whether vegetation management and water resources management goals, decisions, and implementation strategies are being successful or not. If monitoring occurs for several years, trends will develop that can be analyzed. Analysis can show which management activities were most effective and help guide future management of the site, which is an important component of"adaptive management". Wildlife surveys that would be of interest are the following: • Birds, including breeding birds and secretive marsh birds • Insects, including bumble bees, dragonflies, moths, butterflies • Small mammals • Frogs and toads • Bats • Fish City of Apple Valley—Alimagnet Park Natural Resource Management Plan 45 • Turtles • Beavers • Snakes, skinks, reptiles If interested, wildlife survey protocols used by Dakota County staff can be shared with City of Apple Valley staff. IX. Recommendations A. Land 1. Erosion Control , Erosion is currently not a widespread issue at the \ t� !� ? •i park; however, there are a few locations of ' h-� �� �•� - �f-;a! concern. An eroding drainageway was observed flowing westward on the southern edge of Unit 2 'ram_°` �� - (Figure 12). This drainageway, apparently fed by , of, -y;• y , suburban stormwater discharged from the , ‘4' " ' �:� ��; • adjacent developed area, is experiencing � ; t •,t. ,,� R : moderate erosion, which is detrimental to the ; x. ,1,1r�.y f .,... forests the drainageway flows through, the • Yam ,- • wetlands it flows through, and its receiving • - 0e _ a' water, Alimagnet Lake. A second eroded Photo 9: Eroded drainageway along border of Units 1 and 2. drainageway was identified in the far eastern portion of Unit 2 (Figure 12). This feature originates near Garden View Drive and is strongly impacted by stormwater drainage patterns associated with the surrounding suburban landscape. These two eroding drainageways should be monitored, and opportunities should be explored to reduce stormwater inputs and/or the rate of flow into these drainageways. Some of the trails and disc golf areas leading down towards Alimagnet Lake showed signs of erosion. This is largely due to the absence of vegetation, compacted soils, and opportunities for sheet runoff to be concentrated as it flows downslope. These areas could be improved through a combination of minor re- grading (to prevent flows from concentrating in the first place), soil decompaction and revegetation, and routing foot traffic to more stable, sustainable locations. Any management activities conducted on the park's steep slopes, especially those leading down to Alimagnet Lake or other water resources, should be approached with care. For example, wheeled or tracked equipment (e.g., skid steer) is not appropriate in most of these steep locations, and any soil disturbance should be immediately stabilized (e.g., erosion control blanket, appropriate native seeding) and monitored until erosion is no longer a concern. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 2. Shoreline Stabilization The shoreline of Alimagnet Lake is generally quite stable (i.e., not eroding) despite the relatively steep slopes that lead down to the waterline in many areas. Therefore, regular monitoring or erosion interventions do not appear to be warranted at this time. Sediment deposition that appears to have collected over the years was observed on the lake's shoreline at Unit 8B. This sediment appears to have originated from erosion of the trail leading down to that location. B. Vegetation Management 1. Management Unit Target Plant Communities and Goals The primary objective for Alimagnet Park is to improve the plant communities to better reflect the diversity, composition, and structure that would have been present at the time of European settlement and to improve the ecological functions that the historical native plant communities would have provided. Target communities, particularly wetland communities, are approximate and represent a complex vegetation mosaic. Different portions of a single wetland Management Unit may require different management goals and techniques. Restoration and management efforts will approximate the target communities shown in Figure 13. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 47 Figure 13: Recommended Target Communities .. 4ro;:ill - ifs C , I • - •i'- 'It. ' '•-•I ,, ♦ F �y '.64rthernr iF rA r7 �^ - A ' � _ *atur-alfGas ^:p .<.!, _ may, ,,V +0'. ''' ...... . •Airr._(,,,ts, _ _..... .1,. , ..... j tp-4:444;;; .": ...;:11 ' , ' ‘ i*'''' .4' ' - :::',41tee#4.43:460',:: '..'* 'Z.,,'' .%ft '.. -,t.,- '--....-:-. ,''.71 : , V . , : 0 . 1 ....) 2 4 r, i ..) 5J 8C:1 �. SE e � fz 4 '"� 'i F 1 51- Eroding '4 ' ,5D , 1 Drainageway#2 r . • I ;. ;itj. 5? l . 0 1 2 8B 1 , kA • 1 ir y Eroding .. : �t. x..�• .-. it Drainageway#1 1ljiA, ir 8A ; C 3 144th I�Q• W_ mi 1 relict_ _ (,,; `i.� 1 _ P 5a d II 5B scce ?�t • 11 "ildlr. #, °..•:`,. oc i 1 I ir -'' r; Q Alimagnet Park Southern Wet 1 r. Boundary Prairie(WPs54) 1 •.'V Alimagnet Parke- -- - a -,+ ,e Forest Mgmt Unit Northern Wet 3` 1 -. _ t Boundary Meadow Carr _ g a City Limits (WMn82) `• 1 .,'' �• - ,; * Trail Northern Mixed 1' • s ,..•" +i.'' = Cattail Marsh e . ' i Disc Golf Amenity 1 — i •- Recommened ,.m4 ', - Inland Lake Sand/ c 1 �au 1ba _ 141‘ .� Target Communities = Gravel/Cobble c ��. _~..$3'• �� Southern Dry-Mesic Shoreline(LKi32) r m 1 - °� • ". ' ` 1- > r' Oak(Maple) Inland Lake Clay/ .✓ Woodland(FDs37) _ Mud Shore(LKi54) silk; ' � 4 -'• Southern Mesic 'y - p Savanna(UPs24) w Boa City of Apple Valley—Alimagnet Park Natural Resource Management Plan 48 Recommended target plant communities are described by the MNDNR (2005), and detailed descriptions can be found at the following links (the code at end of each link below references the plant community types shown in Figure 13): https://files.dnr.state.mn.us/natural resourcelnpc/fire dependent forestLfds37.pdf https://files.dnr.state.mn.us/natural resources/npc/upland prairie/ups24.pdf https://files.dnr.state.mn.us/natural resources/npc/wetland prairie/wps54.pdf https://files.dnr.state.mn.us/natural resources/npc/wet meadow carr/wmn82.pdf https://files.dnr.state.mn.us/natural resources/npc/marsh/mrn83.pdf https://files.dnr.state.mn.us/natural resources/npc/lake shore/Iki32.pdf https://files.dnr.state.mn.us/naturalresources/npc/lakeshore/Iki54.pdf Goals for each of the land Management Units are described below. More detailed descriptions of Sub-unit prioritization, scheduling, and tasks is provided in Table 5. UNIT 1: Restoration goals: Work in Unit 1 is not expected to occur within the next five years, but when possible in future years, target management activities include: 1. Remove and control all invasive trees (and possibly selectively thin aggressive native trees, like boxelder) to prepare the canopy/sub-canopy for native diversification and for achieving target canopy cover (70-90%) over the coming decades. Take care not to remove snags and all of the large dead or dying trees (unless they are diseased), since these are important for wildlife habitat. Heterogeneity throughout the unit is advantageous for species and habitat diversity. For instance, canopy gaps (sometimes formed naturally by oak wilt or localized blowdown) can be beneficial by providing areas with greater sunlight and increased ground layer vegetation diversity. 2. Remove and control all invasive understory/shrub layer vegetation and, if warranted, selectively thin native understory/shrub layer vegetation to increase sunlight reaching the ground layer and to improve views to the lake. Coverage goal of invasive brush will be <10%, and visual permeability goal through understory/shrub layer (leaf-on conditions) will be >_50%. 3. Where there is sufficient fine fuel (e.g., oak leaves), conduct at least one prescribed burn (to reduce reliance on herbicide for control of vegetation). In order to protect vulnerable wildlife species, unburned refugia should be left within the unit, which is typically accomplished naturally through natural heterogeneity of burn coverage due to site conditions. 4. After restoration/management is initiated in this unit, annually conduct critical cuts and/or fall foliar spraying of invasive shrubs, and spot spray invasive herbaceous vegetation as necessary to achieve <10% cover. 5. After invasive vegetation is under control, conduct native overseeding where warranted (ideally post burning) using appropriate native herbaceous species (see description of FDs37, Southern Dry-Mesic Oak (Maple) Woodland). City of Apple Valley—Alimagnet Park Natural Resource Management Plan 49 6. Conduct annual monitoring to assess progress, evaluate achievement of performance standards, and allow for adaptive management. UNIT 2: Restoration goals: Work in Unit 2 is not expected to occur within the next five years, but when possible in future years, target management activities include: 1. Remove and control all invasive trees (and possibly selectively thin aggressive native trees, like boxelder) to prepare the canopy/sub-canopy for native diversification and for achieving target canopy cover (70-90%) over the coming decades. Take care not to remove snags and all of the large dead or dying trees (unless they are diseased), since these are important for wildlife habitat. Heterogeneity throughout the unit is advantageous for species and habitat diversity. For instance, canopy gaps (sometimes formed naturally by oak wilt or localized blowdown) can be beneficial by providing areas with greater sunlight and increased ground layer vegetation diversity. 2. Remove and control all invasive understory/shrub layer vegetation and, if warranted, selectively thin native understory/shrub layer vegetation to increase sunlight reaching the ground layer and to improve views to the lake. Coverage of invasive brush will be <10%, and visual permeability through understory/shrub layer (leaf-on conditions) will be >_50%. 3. Where there is sufficient fine fuel (e.g., oak leaves), conduct at least one prescribed burn (to reduce reliance on herbicide for control of vegetation). In order to protect vulnerable wildlife species, unburned refugia should be left within the unit, which is typically accomplished naturally through natural heterogeneity of burn coverage due to site conditions. 4. After restoration/management is initiated in this unit, annually conduct critical cuts and/or fall foliar spraying of invasive shrubs, and spot spray invasive herbaceous vegetation as necessary to achieve <10% cover. 5. After invasive vegetation is under control, conduct native overseeding where warranted (ideally post burning) using appropriate native herbaceous species (see description of FDs37, Southern Dry-Mesic Oak (Maple) Woodland). 6. Conduct annual monitoring to assess progress, evaluate achievement of performance standards, and allow for adaptive management. UNIT 3: Restoration goals: Work in Unit 3 is a priority, due to previous investments in invasive brush removal and its adjacency to ongoing restoration and management work in the Burnsville portion of the park. 1. Within five years, remove and control all invasive trees (and possibly selectively thin aggressive native trees, like boxelder) to prepare the canopy/sub-canopy for native diversification and for achieving target cover (70-90%) over the coming decades. Take care not to remove snags and all of the large dead or dying trees (unless they are diseased), since these are important for wildlife habitat. Heterogeneity throughout the unit is advantageous for species and habitat diversity. For instance, City of Apple Valley—Alimagnet Park Natural Resource Management Plan 50 canopy gaps (sometimes formed naturally by oak wilt or localized blowdown) can be beneficial by providing areas with greater sunlight and increased ground layer vegetation diversity. 2. Within five years, remove and control all invasive understory/shrub layer vegetation and, if warranted, selectively thin native understory/shrub layer vegetation to increase sunlight reaching the ground layer and to improve views to the lake. Coverage of invasive brush will be <10%, and visual permeability through understory/shrub layer (leaf-on conditions) will be >_50%. 3. Within five years, where there is sufficient fine fuel (e.g., oak leaves), conduct at least one prescribed burn (to reduce reliance on herbicide for control of vegetation). In order to protect vulnerable wildlife species, unburned refugia should be left within the unit, which is typically accomplished naturally through natural heterogeneity of burn coverage due to site conditions. 4. Annually conduct critical cuts and/or fall foliar spraying of invasive shrubs, and spot spray invasive herbaceous vegetation with spot spraying as necessary to achieve <5% cover. 5. Within five years (but only after sufficient removal and control of invasive species), conduct native overseeding where warranted (ideally post burning) using appropriate native herbaceous species (see description of FDs37, Southern Dry-Mesic Oak (Maple) Woodland). 6. Conduct annual monitoring to assess progress, evaluate achievement of performance standards, and allow for adaptive management. UNIT 4: Restoration goals: Work outside of the pine plantation/altered forest(i.e., outside of Sub-unit 4A) is not expected to occur within the next five years, but when possible in future years, target management activities include: 1. Remove and control all invasive trees (and possibly selectively thin aggressive native trees, like boxelder) to prepare the canopy/sub-canopy for native diversification and for achieving target cover (70-90%) over the coming decades. Take care not to remove snags and all of the large dead or dying trees (unless they are diseased), since these are important for wildlife habitat. Heterogeneity throughout the unit is advantageous for species and habitat diversity. For instance, canopy gaps (sometimes formed naturally by oak wilt or localized blowdown) can be beneficial by providing areas with greater sunlight and increased ground layer vegetation diversity. 2. Remove and control all invasive understory/shrub layer vegetation and, if warranted, selectively thin native understory/shrub layer vegetation to increase sunlight reaching the ground layer and to improve views to the lake. Coverage of invasive brush will be <10%, and visual permeability through understory/shrub layer (leaf-on conditions) will be >_50%. 3. Where there is sufficient fine fuel (e.g., oak leaves), conduct at least one prescribed burn throughout unit. In order to protect vulnerable wildlife species, unburned refugia should be left within the unit, which is typically accomplished naturally through natural heterogeneity of burn coverage due to site conditions. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 51 4. After restoration/management is initiated in this unit, annually conduct critical cuts and/or fall foliar spraying of invasive shrubs, and spot spray invasive herbaceous vegetation as necessary to achieve <10% cover. 5. After invasive vegetation is under control, conduct native overseeding where warranted (ideally post burning) using appropriate native herbaceous species (see description of FDs37, Southern Dry-Mesic Oak (Maple) Woodland). 6. Conduct annual monitoring to assess progress, evaluate achievement of performance standards, and allow for adaptive management. SUB-UNIT 4A: Restoration goals: Work in the pine plantation/altered forest is a lower priority, due to the prevalence of planted pines, but the stand could be thinned and managed for long-term healthier trees. 1. Within five years, remove and control all invasive trees and at least begin to selectively thin planted pines. Goal is to remove at least half of the trees over a period of five to ten years. 2. Within five years, remove and control all invasive understory/shrub layer vegetation to increase sunlight reaching the ground layer. Coverage of invasive brush will be <10%. 3. Within five years, if advantageous to restoration goals and where there is sufficient fine fuel (e.g., oak leaves, pine needles), conduct at least one prescribed burn throughout the subunit (to reduce reliance on herbicide for control of vegetation), but protect any young/vulnerable plantings. 4. Within five years, after invasive vegetation is under control, conduct native overseeding where warranted (ideally post burning) using appropriate native herbaceous species (FDc34, Central Dry- Mesic Pine-Hardwood Forest). 5. Annually control invasive herbaceous vegetation with spot spraying as necessary to achieve <5% cover. 6. Long-term, burn on a rotation of approximately every 20 to 30 years. 7. Conduct annual monitoring to assess progress, evaluate achievement of performance standards, and allow for adaptive management. UNIT 5: Restoration goals: Work in these wetlands is not expected to occur within the next five years, but when possible in future years, the City should prioritize which wetland basins they would like to enhance. In general, it is recommended that higher quality wetlands (e.g., 58) and/or wetlands within priority forest restoration areas (i.e., 5G, 5H, and 51, being within forest management Unit 3) be enhanced before other wetlands. Future target management activities include: 1. Remove and control all invasive understory/shrub layer vegetation on wetland fringes. 2. Remove and control all invasive herbaceous vegetation in wetlands. 3. After restoration/management is initiated in a wetland, annually control invasive herbaceous vegetation with spot spraying as necessary to achieve <5% cover. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 52 4. Where there is sufficient fine fuel in the unit's wetlands, burn entire basins at least once (to reduce reliance on herbicide for control of vegetation). 5. After invasive vegetation is under control, conduct native overseeding in low native cover/diversity areas using appropriate native herbaceous species (see descriptions of WPs54 (Southern Wet Prairie), WMn82 (Northern Wet Meadow/Carr), and MRn83 (Northern Mixed Cattail Marsh)). 6. Conduct annual monitoring to assess progress, evaluate achievement of performance standards, and allow for adaptive management. UNIT 6: Restoration goals: Work in Unit 6 is a priority, due to the relatively high quality of this wetland. Target management activities include: 1. Within five years, begin annual control of invasive woody and herbaceous vegetation with spot spraying as necessary to achieve <5% cover. 2. Within five years, burn the entire wetland at least once (to reduce reliance on herbicide for control of vegetation). 3. Within five years, after invasive vegetation is under control, native overseeding where warranted (ideally post burning) using appropriate native herbaceous species (see description of WMn82b, Sedge Meadow). 4. Conduct annual monitoring to assess progress, evaluate achievement of performance standards, and allow for adaptive management. UNIT 7: Restoration goals: Work in this wetland is not expected to occur within the next five years, but if enhancement of this invasive cattail marsh is desired by the City, when possible in future years, target management activities include: 1. Remove and control all invasive understory/shrub layer vegetation on the wetland's edge. 2. Remove and control all invasive herbaceous vegetation in wetland. 3. Wick, boom, or spray cattails in the late summer/early fall. Multiple applications over multiple years will likely be necessary. 4. Burn the entire unit at least once (to reduce reliance on herbicide for control of vegetation), ideally during a drought year when cattails are stressed. 5. After invasive vegetation is under control, conduct native overseeding in low native cover/diversity areas using appropriate native herbaceous species (see description of MRn83, Northern Mixed Cattail Marsh). 6. After restoration/management is initiated, annually control invasive herbaceous vegetation with spot spraying as necessary to achieve <5% cover. 7. Conduct annual monitoring to assess progress, evaluate achievement of performance standards, and allow for adaptive management. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 53 UNIT 8: Restoration goals: Work in one of these shoreline wetlands is a priority as a pilot project. Sub-unit 88 may be the best candidate, as it is relatively small and would provide an opportunity to evaluate the effectiveness of restoration methods with limited initial investment. Target management activities include: 1. Within five years, remove and control all invasive understory/shrub layer vegetation on the edge of Sub-unit 8B. 2. Within five years, remove and control all invasive herbaceous vegetation in 8B. 3. Within five years, burn all non-inundated portions of 8B at least once (to reduce reliance on herbicide for control of vegetation). 4. After invasive vegetation is under control, conduct native overseeding where warranted in 8B using appropriate native herbaceous species (see description of WMn82 (Northern Wet Meadow/Carr). 5. Annually control invasive herbaceous vegetation (particularly reed canary grass) with spot spraying as necessary to achieve <5% cover. 6. Within five years, conduct native shallow emergent plug planting in the shallow lake zone of 8B, ideally in May or June; see description of LKi32 (Inland Lake Sand/Gravel/Cobble Shoreline). Sub-units 8A and 8B had more organic and loamy substrates, so emergent species found in LKi54 (Inland Lake Clay/Mud Shore) may be more appropriate for those locations. 7. Conduct annual monitoring to assess progress, evaluate achievement of performance standards, and allow for adaptive management. 2. Suggested Future Considerations Ecosystem Approach As the science of restoration ecology has advanced over recent decades, an ecosystem approach to restoration and management has become more accepted. This approach, which has been assimilated into this restoration plan, considers all interacting factors in an ecosystem and designs management techniques that replicate, at lowest practical cost, the ecological structures and processes that enable ecosystems to adapt to changing conditions. Restoration and management actions are typically considered and implemented in the following sequence, although not all actions may be applicable to a given site or project. Actions that restore processes and structures are done first because these may increase species diversity without seeding and planting. If that fails to restore the desired biodiversity, seeding and planting become necessary. • Restore natural disturbance regimes (e.g., fire, flooding, grazing). • Introduce biocontrols when available and feasible. • Remove and control invasive trees and shrubs mechanically. • Install native trees and shrubs where suitable. • Remove and control invasive herbs. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 54 • Install herbaceous seeds and plants. • Use herbicides sparingly and only when other methods fall short of goals. • Conduct long-term monitoring, and use adaptive management. During the implementation, assessment, and refinement of this restoration plan over the coming years, this ecosystem approach should be considered to help guide decisions and maximize the benefits and efficiency of restoration efforts. Climate Change and Target Communities In general, given the current trends in Minnesota's climate (including projections based on research), it is likely that the warmer climate, with increased frequency and magnitude of drought, will favor drier plant communities over the majority of Minnesota, including Alimagnet Park. Many of these drier plant communities can be efficiently managed with prescribed fire. This restoration plan was developed with this understanding in mind. As climate predictions are refined over the coming years and decades, adjustments to this plan (and associated management practices) may become warranted. Disc Golf Course Expansion The City of Apple Valley wants to Evaluate the pros and cons related to the future of the disc golf course in Alimagnet Park. Outcomes could be removal of the disc golf course, reduce to a 9 hole course, the continuation of the current 12 hole course, or an expansion to an 18 hole course. An additional outcome may be the relocation of existing holes to better meet the needs of protecting the park's most valuable natural resources. In general, it is recommended that future disturbances associated with the possible addition of six new holes occur in close proximity to existing holes and/or in areas of lower ecological quality. Figure 12 illustrates existing infrastructure associated with the disc golf course (yellow pins) as well as the ecological quality of the park's native plant communities (ranks are represented by black-font labels; see the legend for a description of each). Using this criteria, disc golf expansion would best be focused in the southwest portion of Unit 3 and the southern portion of Unit 1. If additional area is needed, extending disc golf holes along the east edge of Unit 1 (because of its low ecological quality and adjacent to the neighborhood) or up into Unit 4A (which is low quality due to the presence of a pine plantation) could also be explored. Once the City has implemented a few years of the recommendations found in this NRMP it is recommended that a more detailed assessment be conducted in order to consider detailed site conditions such as specific vegetation communities, potential for erosion, and site selection criteria of disc golfers. If it is ultimately decided that disc golf is to remain at the site, the City should also, consider planting native savanna grasses and wildflowers in between fairways, to provide habitat for wildlife. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 55 B. Water Management This restoration plan is not focused on water resources—it is more focused on upland resources—however, Alimagnet Park contains, and is adjacent to, a variety of important aquatic habitats, including Alimagnet Lake, the namesake of the park. It is well known that uplands and lowlands, although seemingly distinct, are in fact linked and interdependent systems. Therefore, maintaining a robust plant community in the uplands of watersheds goes a long way to protecting and maintaining diverse wetland communities and good water quality in those watersheds. As stated before in this plan, while the shoreline of Alimagnet Lake and the ravines leading down to it are relatively stable, care should be taken that any restoration and management activity is done in a manner that does not promote erosion. This concern applies also to other steep slopes around the park, many of which lead down to depressional wetlands. Regular monitoring of the park's natural areas will ensure erosion issues are identified and addressed promptly. In addition, removal of common buckthorn and other non-native shrubs in the woodlands will help improve water quality, since buckthorn thickets shade out most everything underneath them. This dense shade results in vast areas of bare soil that is prone to erosion. Thinning of tree and shrub canopies will allow more light to reach the ground, thus promoting the establishment of grasses and sedges with fine roots that hold onto fine soil particles, which will reduce soil erosion and sedimentation into basins. C. Wildlife Management 1. Priority Species While Alimagnet Park provides a variety of habitats for a multitude of species, its extensive oak forests, woodlands, and savannas provide an important opportunity for birds and other wildlife that are dependent on this type of habitat. For example,just some of the wildlife species supported by mature upland forests and oak woodlands are: Acadian flycatcher, cerulean warbler, hooded warbler, prothonotary warbler, wood thrush, red-shouldered hawk, northern barrens tiger beetle, eastern fox snake, northern long-eared bat, red- headed woodpecker, whip-poor-will, eastern meadowlark, and many invertebrate pollinators including many butterfly species. Many of these species are protected or their populations are in decline. For instance, by removing invasive brush under the canopy of oaks, this should help improve the hunting success for red- shouldered hawk. Expanding the restoration and management work in the park's forests and woodlands will continue to increase the acreage and improve the quality of these critical wooded habitats. For example, red- shouldered hawk prefer open woodlands with scattered small lakes, and will benefit from brush removal because it improves their hunting success. In addition to forests and woodlands, the park's many depressional wetlands exhibit a variety of hydrologic regimes, and hence, a variety of habitats and microhabitats. These wetlands within the park's matrix of forests and woodlands, creates a rich mosaic of habitats, providing full life-cycle needs to many native wildlife species, including wood frogs and tiger salamanders, among others. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 56 2. Problem Species The most problematic wildlife species at Alimagnet Park is white-tailed deer. While these charismatic megafauna are cherished by many residents and park users, they can be detrimental to the restoration and maintenance of healthy forests and woodlands. Damage to native woody and herbaceous species from deer grazing, browsing, and rubbing their antlers on trees can harm desirable vegetation, especially delectable herbaceous plants and young tree plantings. The City of Apple Valley does not have a program in place to control deer populations. 3. Indicator Species The following are relatively common bird species that are largely dependent on woodland habitat. Not all these species would be expected at Alimagnet Park, but many of them would be. Presence/absence can depend on multiple factors such as the size and shape of the woodland, proximity to prairie or other habitat types, degree of isolation, and structural and species diversity. There are many additional species that would also be expected on woodlands but are not considered as woodland-dependent. Table 4: Woodland Habitat Indicator Bird Species WOODLAND BIRDS Cooper's hawk I Eastern wood pewee Brown creeper Black-billed cuckoo Eastern phoebe Blue-gray gnatcatcher Great horned owl Least flycatcher Ovenbird Barred owl Great crested flycatcher Blue-winged warbler Red-bellied woodpecker Yellow-throated vireo Yellow-rumped warbler Yellow-bellied sapsucker Warbling vireo American redstart Downy woodpecker Red-eyed vireo Scarlet tanager Hairy woodpecker Black-capped chickadee Rose breasted grosbeak Pileated woodpecker White breasted nuthatch Baltimore oriole Conducting bird surveys is a good way to gauge the habitat status of a natural area. Timing of bird surveys is important—conducting them during migration periods of spring or fall, versus conducting them in June-July after spring migration, provides different information. But surveys should include what type of habitat exists to support a certain suite of bird species, for instance breeding vs. migrating birds. Additionally, the size of the habitat is important. For instance, even though high-quality savanna might have been restored, if it is too small an area, or below a critical size, it may not be sufficient to ever attract or support savanna bird species. 4. Habitat Enhancements There are many habitat enhancements that can attract and benefit wildlife species. Brush piles (e.g., cut buckthorn), nesting boxes (e.g., for bats, wood ducks, bluebirds), and basking logs (e.g., for turtles) are just a few of the enhancements that can be provided to help wildlife. Consideration should be given to the degree of labor needed to maintain nesting boxes; however, volunteers may provide such labor. Targeting specific City of Apple Valley—Alimagnet Park Natural Resource Management Plan 57 wildlife species, such as species of greatest conservation need (SGCN), can provide more guidance regarding how natural areas should be managed to maximize their benefit for target species. For instance, retaining snags (standing dead trees) is an effective way to promote habitat for woodpeckers. Specifically for red- headed woodpecker (an SGCN), it is especially important to retain large snags on the edges of woodlands adjacent to open grasslands or savanna. X. Management Plan A. Prioritized Tasks Implementation of restoration and management work requires resources, namely time, labor and money. Limitations in staffing, volunteers, and funding make it necessary to prioritize projects and tasks. It is wise to first ensure that all areas where previous restoration/management investments have been made are properly maintained —otherwise, those efforts may amount to little, if any, conservation value. After ensuring sufficient funds and attention have been allocated to maintain previous natural areas investments, new projects can be considered. Prioritization of new projects can be based on a variety of criteria, including consideration of an area's location, visibility, current ecological condition, rare natural features, sensitivity to further degradation, etc. These criteria and others were considered in developing a five-year work plan for Apple Valley's Alimagnet Park. B. Five-Year Work Plan A five-year work plan (see Table 5) was developed to provide guidelines for achieving the recommended communities shown in Figure 13. This work plan was developed to focus on the natural resource management and restoration priorities for protecting and improving Apple Valley's Alimagnet Park. The table includes a list of priorities, activities, schedules, responsibilities, and estimated costs. A general time frame is described in Table 5, but note that "Year 1" for each Management Unit may be independent of Year 1 in other Management Units, although they may also coincide. Also note that the costs shown are estimates, based on similar work at other sites, including City of Burnsville's part of Alimagnet Park. Actual costs may be higher or lower, depending on multiple factors, including inflation, how many proposals were received, etc. One of the biggest factors is allowing contractors enough time to provide good proposals and allowing them enough lead time to implement the work—if a project is a "rush job", prices will be higher. Each Management Unit was prioritized for restoration need, on a scale of 1 to 5, with 1 being the highest. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 58 Table 5: Five-Year Work Plan Priority One: Unit 3-Enhance existing forest/woodland Area Season/Year Unit Activity Cost Estimate($) [acres] Spring/Summer 3 Mark trees, prepare request for quotes,select contractor 20.5 $4,000 2025-6 and prepare contracts. Prepare public notices. Manage overall project and yearly staff/contractor tasks. Winter 2025- 3 Large-scale woody biomass removal for invasive species and 20.5 $62,000 2027 unwanted woody species. Remove all invasive trees and shrubs;forestry mowing may be appropriate in areas, recognizing this is"selective" brushing.Additional canopy thinning may be necessary to achieve target canopy cover of 70-90%.All saw-cut stumps will be treated,and cut material will be shredded on site, burned in City-approved locations,or removed from the site.Where feasible,a finish forestry mow may be warranted after woody removals in order to shred remaining woody debris and facilitate future management activities. 2025 3 Controlled burn (wherever fine fuel, including oak leaves, 20.5 $10,300 are sufficient to carry fire). Annually 2025- 3 Conduct critical cuts and/or fall foliar spraying of invasive 20.5 $9,300 2029 shrubs. Annually 2025- 20.5 2029 20.5 2025 3 Purchase native seed to overseed post burn. $20,500 2025 or 2026 3 Broadcast seed after burn,ensuring good seed-to-soil 20.5 $8 200 contact. Controlled burn (wherever fine fuel, including oak leaves, 2029 3 20.5 $10,300 are sufficient to carry fire) Conduct annual monitoring to assess progress,evaluate Annually 2025- 3 achievement of performance standards,and allow for 20.5 $15,000 2029 adaptive management. Cost estimate is for the entire five- year span, not for each year. $148,900(assuming Sub-total contractor used for most work) The table above(for Unit 3) lays out a recommended approach to forest/woodland enhancement that would also be appropriate for Units 1,2,and 4. Using the per-acre cost of Unit 3,$7,263.41,and extrapolating for the acres in each of the forest/woodland units 1,2,and 4,gives the following: Unit Area (acres) Per-Acre Cost Estimate(based Cost Estimate on Unit 3) 1 20.5 $7,263.41 $112,582 2 15.5 $7,263.41 $204,828 4 10.1 $7,263.41 $73,360 Total for all forested/wooded 74.3 7,263.41 $539,671.46 units, 1,2,3 and 4 City of Apple Valley—Alimagnet Park Natural Resource Management Plan 59 Priority Two: Unit 6-Enhance existing sedge meadow Area Season/Year Unit Activity Cost Estimate($) [acres] Annually 2025- 2029 6 Spot treat invasive woody and herbaceous vegetation. 0.3 $2,000 Fall 2025 26 6 Controlled burn (assume conducted simultaneously with other burn 0.3 $3,000 units in park). 2025 6 Purchase native seed to overseed post burn. 0.3 $300 2025 or 2026 6 Broadcast seed after burn,ensuring good seed-to-soil contact. 0.3 $350 Annually 2025- 6 Conduct annual monitoring to assess progress,evaluate achievement 0.3 $2,000 2029 of performance standards,and allow for adaptive management. Cost estimate is for the entire five-year span, not for each year. $8,650(assuming Sub-total contractor used for most work) Priority Three: Unit 8B—Restore shoreline wetland(pilot project) Season/Year Unit Activity Area Cost Estimate [acres] ($) Annually 8B Spot treat invasive woody and herbaceous vegetation. 0.1 $2,000 2025-2029 Fall 2025-26 8B Controlled burn (assume conducted simultaneously with other burn units in 0.1 $500 park). 2025 8B Purchase native seed to overseed post burn. 0.1 $200 2025 or 2026 8B Broadcast seed after burn,ensuring good seed-to-soil contact. 0.1 $350 2026 8B Purchase emergent wetland live plants("plugs"or potted plants) 0.1 $1,000 2026 8B Install emergent wetland live plants in shallow water(ideally May/June, but 0.1 $2,000 can be done any time before freezing temps); protect new plantings from deer browse with fencing or equivalent. Annually 8B Conduct annual vegetation monitoring(both of flora and fauna)to assess 0.1 $1,500 2025-2029 progress,evaluate achievement of performance standards,and allow for adaptive management. Consider conducting breeding bird surveys,and other wildlife survey,too. Cost estimate is for the entire five-year span, not for each year. $7,550 Sub-total (assuming contractor used for most work) City of Apple Valley—Alimagnet Park Natural Resource Management Plan 60 Priority Four: Unit 4A—Convert former pine plantation to savanna. Season/Year Unit Activity Area Cost Estimate [acres] ($) Spring/Summer 4A Prepare silvicultural prescription to encourage an uneven-aged stand 1.4 $500 2025-26 distribution and create a healthier, more resilient pine stand. Mark trees, prepare request for quotes,select contractor and prepare contracts. Prepare public notices. Manage overall project and yearly staff/contractor tasks. Winter 2025- 4A Large-scale woody biomass removal for invasive species and unwanted 1.4 $20,000 2026 woody species(including pines removed as part of prescription). Remove all invasive trees and shrubs;forestry mowing may be appropriate in areas, recognizing this is"selective" brushing.All saw-cut stumps will be treated,and cut material will be shredded on site, burned in City- approved locations,or removed from the site.Where feasible,a finish forestry mow may be warranted after woody removals in order to shred remaining woody debris and facilitate future management activities. 2026 4A Controlled burn (wherever fine fuel sufficient to carry fire). 1.4 $8,500 Annually 2025- 4A Conduct critical cuts and/or fall foliar spraying of invasive shrubs. 1.4 $2,000 2029 Annually 2025- 4A Spot treat invasive herbaceous vegetation. 1.4 $2,000 2029 2026 4A Purchase native seed,appropriate for a Central Dry-Mesic Pine 1.4 $1,000 Hardwood Forest(FDc34),to overseed post burn. 2026 or 2027 4A Broadcast seed after burn,ensuring good seed-to-soil contact. 1.4 $350 Annually 2025- 4A Conduct annual monitoring to assess progress,evaluate achievement of 1.4 $2,000 2029 performance standards,and allow for adaptive management. Cost estimate is for the entire five-year span, not for each year. $36,350 Sub total (assuming contractor used for most work) $592,221 TOTAL for 4 Projects(76 acres) (assuming contractor used for most work) XI. Other Considerations Other issues for consideration at Alimagnet Park include: • Impervious Surfaces. Parking lots, roadways, buildings, and, to a lesser degree, athletic fields, produce runoff, which, if not properly managed, can degrade natural areas, especially surface water resources. While out of the scope of this restoration plan, it may be beneficial to assess runoff from impervious surfaces in the park to identify and rectify any problem areas. The Minnesota Pollution Control Agency "Minnesota Stormwater Manual" provides background information and design recommendations for a broad range of stormwater best management practices (Minnesota Pollution Control Agency 2022). Recommend limiting impervious surfaces in the park and watersheds of the park to no more than 10% of the total area of the watershed (Schueler 1994; Arnold and Gibbons 1996; Chithra et al 2015). If City of Apple Valley—Alimagnet Park Natural Resource Management Plan 61 watersheds cannot be limited to 10% impervious cover, then they should be limited to no more than 25% impervious cover. The key resource objective for these watersheds is to mitigate impacts to the greatest extent possible, using effective best management practices. • Trails. Apple Valley's Alimagnet Park is beloved r` 4 r • ` � k'``7 ' d' for its extensive trail network (only some of the • ' park's trails are shown on Figure 13). Most of these trails appear stable; however, some were � ,; 4.41 observed to be actively eroding, and erosion ^ r .a '' {m 'r` dq+ " ,a i�# t C ,�- may continue to be a problem, especially along i steep slopes, heavily used areas (e.g., disc golf G areas), and where the public creates their own _ 1mAmor- - trails. Monitoring of trails for their condition � � z Pt. and stability is recommended. The DNR - , : provides guidelines for sustainable trail design ,, > : .' in their publication "Trail Planning, Design, and Development Guidelines" (DNR 2007). Photo 10: Eroded trail in the southern portion of Unit 1 • Pesticide and Herbicide Use. Restoring native species dominance in all vegetation layers of a plant community often justifies the use of herbicides. If native dominance can be restored without herbicides, spot-treatment may still be appropriate to eliminate colonies of the most problematic species. Some invasive plant species can be managed with mowing or hand-pulling, but in most cases targeted herbicide treatment is the best means of control, or a combination of mechanical and chemical methods. The public is increasingly concerned about herbicides and other pesticides used on public land. City staff may be contacted for information in response to restoration and management involving herbicides. A consistent message should be conveyed to the public by City staff who receive inquiries about herbicides: o The City minimizes herbicide use by taking an ecosystem approach and following Integrated Pest Management (IPM) practices. When deemed necessary, the City allows use of herbicides with the lowest toxicity to achieve restoration goals. o Herbicide application on City-managed lands is applied at the lowest effective concentration by licensed applicators following manufacturer's instructions. o Recommended safety precautions are followed by herbicide applicators, and signage is installed as appropriate to inform the public of herbicide use and appropriate exclusion intervals following application. The amount of herbicide applied for ecological restoration and management is at levels far below that used in agricultural fields. Moreover, the herbicide is often precisely applied to small areas, such as a cut stump or individual thistle clump. Preference is given to sponge- or wick-application or low-pressure nozzle to minimize drift and spillage. Restoration professionals prefer to use broadcast herbicide City of Apple Valley—Alimagnet Park Natural Resource Management Plan 62 application as a tool of last resort, in order to remove a dominant invasive plant in a vegetation layer that is resistant to other approaches. • Community Engagement & Education. Providing opportunities to educate and engage the public in natural areas management is an important opportunity to advance and expand municipal natural resources programs. Increasing people's understanding and appreciation for ecological restoration and management will provide community support for such projects, which can be realized through volunteerism as well as public support for natural resources projects and increased funding. Just some of the ways the community could be engaged to advance the restoration and management of Alimagnet Park's natural areas are: o Volunteer events. Not all restoration and management tasks are appropriate for volunteers, and volunteer events typically require organization, supplies, training, and oversight. Nonetheless, volunteering is an effective way for the public to learn, appreciate, and take ownership of natural areas. o Bioblitz. Typically a 24-hour period when professionals and volunteers document all living species within a given area, such as a public park. o Celebration. Much work goes into managing natural areas, and the process can take many years. For that reason, it is important to pause and celebrate projects—from ribbon-cutting events, to achieving milestones, celebrations can bring attention to natural areas management and increase community support for continued or expanded work. o Interpretive Signage. Ecological restoration and management is a relatively young science, and much of the public is unfamiliar with the goals and techniques used in natural resource programs. Signage is a relatively easy and affordable way to help the public learn and appreciate the park's natural areas, plant communities, wildlife, etc. Signage can also be useful to explain the restoration and management process, so park users are aware of what is being done and why, as well as the benefits that come from actively restoring and managing natural areas. City of Apple Valley—Alimagnet Park Natural Resource Management Plan 63 XII. References & Resources Adams, R. 2016. Pollution sensitivity of near-surface materials: St. Paul, Minnesota Department of Natural Resources, Minnesota Hydrogeology Atlas Series HG-02, report and plate, accessible at: https://files.dnr.state.mn.us/waters/groundwater section/mapping/mha/hg02 report.pdf (Accessed January 2024). Arnold, C.L. Jr. and C.J. Gibbons. 1996. Impervious Surface Coverage The Emergence of a Key Environmental Indicator. Journal of the American Planning Association 62(2):243-258. Barr Engineering Co. 2018. Surface Water Management Plan 2018-2027. Report prepared for the City of Apple Valley. https://www.ci.apple-valley.mn.us/DocumentCenter/View/507/2018-Surface-Water- Management-Plan?bidld= (Accessed February 2024). Chithra, S.V., Nair, M.V.H., Amarnath, A. and Anjana, N.S. 2015. Impact of Impervious Surfaces on the Environment. International Journal of Engineering Science Invention, 4, 27-31. Foth, Henry D (Michigan State University). 1990 (8th Edition). Fundamentals of Soil Science. John Wiley & Sons, New York, New York. Marschner, F.J. 1974. The Original Vegetation of Minnesota (map, scale 1:500,000). USDA Forest Service, North Central Forest Experiment Station, St. Paul, Minnesota (redraft of the original 1930 edition). Minnesota Department of Natural Resources (DNR). 2023. Natural Heritage Information System (NHIS)/Biotics data. Accessed under License Agreement 1025. Minnesota Department of Natural Resources (DNR). 2007. Trail planning, design, and development guidelines. Minnesota Department of Natural Resources—Trails and Waterways. St. Paul, MN. https://cdn2.assets-servd.host/material-civet/production/images/documents/MN-Trail-Planning- Design-Development-Guidelines.pdf (Accessed December 2023). Minnesota Department of Natural Resources (DNR). 2005. Tomorrow's Habitat for the Wild and Rare: An Action Plan for Minnesota Wildlife. Division of Ecological and Water Resources, Minnesota Department of Natural Resources. http://files.dnr.state.mn.us/assistance/nrplanning/bigpicture/cwcs/chapters appendix/tomorrows ha bitat toc.pdf(Accessed December 2023). Minnesota Department of Natural Resources (DNR). 2005. Field Guide to the Native Plant Communities of Minnesota: The Eastern Broadleaf Forest Province. Ecological Land Classification Program, Minnesota County Biological Survey, and Natural Heritage and Nongame Research Program. St. Paul, MN. City of Apple Valley—Alimagnet Park Natural Resource Management Plan Minnesota Department of Natural Resources (DNR). 2004. Minnesota Land Cover Classification System User Manual, Version 5.4. DNR Central Region, St. Paul, Minnesota. Minnesota Department of Natural Resources (DNR). 1997. Natural Communities and Rare Species of Dakota County, Minnesota. Map by the Minnesota County Biological Survey. Minnesota Pollution Control Agency. 2022. Minnesota Stormwater Manual. https://stormwater.pca.state.mn.us/index.php?title=Main Page (Accessed December 2023). Mossler, John H. (2013). M-194 Bedrock Geology of the Twin Cities Ten-County Metropolitan Area, Minnesota. Retrieved from the University of Minnesota Digital Conservancy, https://hdl.handle.net/11299/154925 (Accessed December 2023). Schueler, T. 1994. The Importance of Imperviousness. Watershed Protection Techniques 1(3): 100-111. APPENDICES Appendix A: Plant Species Recorded at Alimagnet Park The following plant species were identified at Alimagnet Park for each land Management Unit on October 16, 2023 by Douglas Mensing and Michael Lopez (RES). Note, "Cover Class" numbers correspond to the following percentages in the below tables: + (0-1%), 1 (1-5%), 2 (5-25%), 3 (25-50%), 4 (50-75%), 5 (75-100%). These plant lists are a useful reference to common plant species observed within each unit during the relatively short assessment visits, but are not a comprehensive list of all plant species present. UNIT 1 (SE forest/woodland unit): Ground Layer (Zero to four feet above ground level) = 3 native (x) Scientific Name Common Name on- Gass��) Comments Forbs Achillea millefolium Yarrow + Ageratina altissima White snakeroot 1 x Alliaria petiolata Garlic mustard 2 x Arctium minus Common burdock 1 x Cirsium arvense Canada thistle + x Cirsium vulgare Bull thistle + Desmodium glutinosum Pointed-leaf tick-trefoil + Galium cf asprellum Rough bedstraw + Galium boreale Northern bedstraw + Geum cf aleppicum Yellow avens + x Glechoma hederacea Ground ivy + City of Apple Valley—Alimagnet Park Natural Resource Management Plan Hackelia virginiana Virginia stickseed 1 Osmorhiza claytonia Sweet cicely + cf Persicaria sp. unknown knotweed + Solidago gigantea Giant goldenrod + cf Symphyotrichum sp. unknown aster + x Verbascum thapsus Common mullein + Verbena urticifolia White vervain + Graminoids Carex blanda Common woodland + sedge Carex pensylvanica Pennsylvania sedge 1 Vines and Woody Species Acer negundo Box elder 1 Juniperus virginiana Eastern red cedar + x Lonicera sp. Invasive honeysuckle 1 Parthenocissus inserta Woodbine + Quercus alba White oak + x Rhamnus cathartica Common buckthorn 2 Rubus sp. unknown raspberry + x Vinca minor Periwinkle + Vitis riparia Riverbank grape + Zanthoxylum americanum Prickly ash + Understory or Shrub Layer: Total Percentage of Cover = 4 Non- Cover Scientific Name Common Name Comments native (x) Class (%) Acer negundo Box elder 1 Celtis occidentalis Hackberry 1 Corn us racemosa Gray dogwood + Fraxinus pennsylvanica Green ash 1 x Lonicera sp. Invasive honeysuckle 1 Ostrya virginiana Ironwood + Populus tremuloides Quaking aspen 1 Prunus serotina Black cherry 1 Prunus virginiana Chokecherry + x Rhamnus cathartica Common buckthorn 4 Ribes cf missouriense Wild gooseberry + Canopy and Sub-canopy Layer: Total Percentage of Cover = 5 Non- Cover Diameter at Breast Height Scientific Name Common Name native (x) Class (%) (larger specimens, in inches): Betula papyrifera Paper birch + City of Apple Valley—Alimagnet Park Natural Resource Management Plan Celtis occidentalis Hackberry + Fraxinus pennsylvanica Green ash 2 Populus deltoides Cottonwood 1 Populus tremuloides Quaking aspen 1 Prunus serotina Black cherry 1 Quercus alba White oak 3 Quercus ellipsoidalis Northern pin oak 2 Quercus macrocarpa Bur oak + Quercus rubra Northern red oak 2 Sorbus decora Showy mountain-ash + Tilia americana American basswood + Ulmus americana American elm 2 UNIT 2 (NE forest/woodland unit): Ground Layer (Zero to four feet above ground level) = 3 Cover Non- Scientific Name Common Name Class Comments native (x) (/) Forbs Ageratina altissima White snakeroot + x Alliaria petiolata Garlic mustard 1 x Arctium minus Common burdock + Bryales Unknown moss + x Cirsium vulgare Bull thistle + x Convallaria majalis European lily-of-the-valley + Euphorbia marginata Snow-on-the-mountain + Eutrochium maculatum Spotted Joe-pye weed + x Reynoutria japonica Japanese knotweed + Isolated patch in NE portion of unit x Farfugium japonicum Leopard plant + Galium cf asprellum Rough bedstraw + Geranium maculatum Wild geranium + x Glechoma hederacea Ground ivy + Hackelia virginiana Virginia stickseed I 1 x Leonurus cardiaca Motherwort + Monarda fistulosa Wild bergamot + Osmorhiza claytonia Sweet cicely + Senna hebecarpa Wild senna + City of Apple Valley—Alimagnet Park Natural Resource Management Plan Solidago canadensis Canada goldenrod + Unknown Fern Unknown fern + Graminoids Bromus cf pubescens Hairy woodland brome + Carex cf blanda Comon woodland sedge + Carex cf pensylvanica Pennsylvania sedge 1 Elymus virginicus Virginia wild rye + Scirpus cyperinus Woolgrass + Vines and Woody Species Fraxinus pennsylvanica Green ash + Prunus virginiana Chokecherry + x Rhamnus cathartica Common buckthorn 2 Understory or Shrub Layer: Total Percentage of Cover = 4 Cover Non- Scientific Name Common Name Class Comments native (x) (%) Acer negundo Box elder 1 Celtis occidentalis Hackberry + x Lonicera sp. Invasive honeysuckle 1 x Rhamnus cathartica Common buckthorn 3 Vitis riparia Wild grape + Zanthoxylum americanum Prickly ash + Canopy and Sub-canopy Layer: Total Percentage of Cover = 5 Cover Non- Diameter at Breast Height Scientific Name Common Name Class native (x) (larger specimens, in inches): (%) Acer negundo Box elder 1 Betula papyrifera Paper birch 1 Populus tremuloides Quaking aspen 1 Prunus serotina Black cherry 1 Quercus alba White oak 3 Quercus ellipsoidalis Northern pin oak 2 Quercus macrocarpa Bur oak 1 Quercus rubra Northen red oak 1 Ulmus americana American elm 1 City of Apple Valley—Alimagnet Park Natural Resource Management Plan 68 UNIT 3 (SW forest/woodland unit): Ground Layer (Zero to four feet above ground level) = 3 Cover Non- Scientific Name Common Name Class Comments native (x) (/) Forbs x I Arctium minus Common burdock + Desmodium glutinosum Pointed-leaf tick-trefoil + Gallium cf asprellum Rough bedstraw + x Glechoma hederacea Ground ivy + Maianthemum racemosum False Solomon's seal + Osmunda claytoniana Interrupted fern + Solidago canadensis Canada goldenrod + cf Symphyotrichum sp. Aster species + Thalictrum dioicum Early meadow rue + x Torilis japonica Japanese hedge parsley + Unknown Fern Unknown fern + Graminoids Carex cf pensylvanica I Pennsylvania sedge 1 Vines and Woody Species Parthenocissus inserta Woodbine + x Lonicera sp. Invasive honeysuckle + Quercus alba White oak + Quercus rubra Northern red oak + x Rhamnus cathartica Common buckthorn 2 Vitis riparia Riverbank grape + Understory or Shrub Layer: Total Percentage of Cover = 3 Cover native (x) Non- Scientific Name Common Name Class Comments (%) Corn us racemosa Gray dogwood + x Lonicera sp. Invasive honeysuckle + Prunus serotina Black cherry + Prunus virginiana Chokecherry + x Rhamnus cathartica Common buckthorn 4 Ribes cf missouriense Missouri gooseberry + Rubus allegheniensis Common blackberry + Rubus occidentalis Black raspberry + Viburnum lentago Nannyberry 1 City of Apple Valley—Alimagnet Park Natural Resource Management Plan Canopy and Sub-canopy Layer: Total Percentage of Cover = 5 Cover Non- Diameter at Breast Height Scientific Name Common Name Class native (x) (larger specimens, in inches): (%) Acer negundo Boxelder + Fraxinus pennsylvanica Green ash 1 Prunus serotina Black cherry 1 Quercus alba White oak 4 Quercus ellipsoidalis Northern pin oak 1 Sorbus decora Showy mountain-ash + U/mus americana American elm 1 City of Apple Valley—Alimagnet Park Natural Resource Management Plan 70 UNIT 4 (NW forest/woodland unit): Ground Layer (Zero to four feet above ground level) = 3 Cover Non- Scientific Name Common Name Class Comments native (x) (/) Forbs Achillea millefolium Yarrow + Agrimonia gryposepala Tall hairy agrimony + Circaea lutetiana Enchanter's nightshade + Desmodium glutinosum Pointed-leaf tick-trefoil + Fragaria virginiana Wild strawberry + Galium cf asprellum Rough bedstraw + Galium boreale Northern bedstraw + Maianthemum canadense Canada mayflower + Maianthemum racemosum False Solomon's seal + Solidago canadensis Canada goldenrod + cf Symphyotrichum sp. Aster species + Thalictrum dioicum Early meadow rue + Graminoids Carex cf blanda Common woodland + sedge Carex cf pensylvanica Pennsylvania sedge + Vines and Woody Species x Frangula alnus Glossy buckthorn + x Lonicera sp. Invasive honeysuckle + Parthenocissus inserta Woodbine + Prunus serotina Black cherry + Quercus alba White oak + x Rhamnus cathartica Common buckthorn 2 Rubus idaeus Red raspberry + Vitis riparia Riverbank grape + Understory or Shrub Layer: Total Percentage of Cover = 3 Cover Non- Scientific Name Common Name Class Comments native (x) (/) Acer negundo Boxelder + Celtis occidentalis Hackberry + Cornus racemosa Gray dogwood 1 x Frangula alnus Glossy buckthorn + x Lonicera sp. Invasive honeysuckle + City of Apple Valley—Alimagnet Park Natural Resource Management Plan Ostrya virginiana Ironwood 1 Prunus serotina Black cherry + Prunus virginiana Chokecherry + x Rhamnus cathartica Common buckthorn 3 Rubus allegheniensis Common blackberry + Salix babylonica Weeping willow + Ulmus americana American elm + Viburnum cf dentatum Arrowhead viburnum + Vitis riparia Riverbank grape + Zanthoxylum Americanum Prickly ash + Canopy and Sub-canopy Layer: Total Percentage of Cover = 5 Cover Non- Diameter at Breast Height Scientific Name Common Name Class native (x) (larger specimens, in inches): (%) Betula papyrifera Paper birch 1 Fraxinus pennsylvanica Green ash + Pinus resinosa Red pine 2 Pinus strobus White pine + Populus tremuloides Quaking aspen + Quercus alba White oak 3 Quercus rubra Northern red oak 1 City of Apple Valley—Alimagnet Park Natural Resource Management Plan 72 UNIT 5 (herbaceous/open water wetlands) Ground Layer (Zero to four feet above ground level) = 4 Non- Cover Scientific Name Common Name Comments native (x) Class (%) Forbs Alisma trivale Norther water-plantain + x Alliaria petiolata Garlic mustard + x Arctium minus Lesser burdock + Bidens cernua Nodding bur-marigold 1 x Cirsium arvense Canada thistle + Galium sp. Bedstraw species + Impatiens capensis Spotted Touch-me-not + Iris sp. Iris species + Laportea canadensis Canadian wood nettle + Lycopus uniflorus Northern bugleweed + x Lysimachia nummularia Creeping Jenny + x Lythrum salicaria Purple loosestrife + Mentha arvensis Wild mint + Onoclea sensibilis Sensitive fern + Persicaria sp. Smartweed species + x Persicaria hydropiper Marsh waterpepper + Pilea pumila Dwarf clearweed + Polygonum sp. Knotweed species + Scutellaria lateriflora Mad-dog skullcap + Solanum dulcamara Bittersweet nightshade + Sonchus arvensis Perennial sowthistle + Sonchus cf asper Spiny sowthistle + Stachys cf palustris Marsh hedge nettle + Stellaria media Common chickweed + Symphyotrichum sp. Aster species + Thelypteris palustris Northern marsh fern Urtica dioica Stinging nettle + Verbena hastata Blue vervain + Unknown fern Unknown fern + Graminoids Calamagrostis canadensis Canada bluejoint + Carex lcustris Lake sedge + Carex sp. Sedge species + Carex stricta Tussock sedge + Eleocharis palustris Common spikerush + City of Apple Valley—Alimagnet Park Natural Resource Management Plan 73 Eleocharis sp. Spikerush species + Glyceria cf grandis American manna grass + Glyceria sp. Manna grass species + Leersia oryzoides Rice cutgrass + Lemna minor Common duckweed 2 x Phalaris arundinacea Reed canary grass 3 Schoenoplectus tabernaemontani Soft stem bulrush + Scirpus cyperinus Woolgrass + x Typha angustifolia Narrow-leaved cattail + Typha latifolia Broad-leaf cattail + Wolffia sp. Columbian watermeal 1 Vines and Woody Species Ulmus americana I American elm + Viburnum lentago I Nannyberry + Understory or Shrub Layer: Total Percentage of Cover = 1 Non- Cover Scientific Name Common Name Comments native (x) Class (%) Cornus racemosa Gray dogwood + x Rhamnus cathartica Common buckthorn + Viburnum lentago Nannyberry + Canopy and Sub-canopy Layer: Total Percentage of Cover = + Non- Cover Diameter at Breast Height Scientific Name Common Name native (x) Class (%) (larger specimens, in inches): None documented City of Apple Valley—Alimagnet Park Natural Resource Management Plan 74 UNIT 6 (sedge meadow): Ground Layer (Zero to four feet above ground level) = 5 Non- Cover Scientific Name Common Name Comments native (x) Class (%) Forbs Bidens cernua Nodding bur-marigold 2 Cicuta bulbifera Bulblet bearing water hemlock Lycopus uniflorus Northern bugleweed + x Lythrum salicaria Purple loosestrife + Persicaria hydropiper Marsh waterpepper + Persicaria sagittata Arrow leaved tearthumb Pilea pumila Dwarf clearweed + Ranunculus sp. Buttercup species + Scutellaria lateriflora Mad-dog skullcap + Solanum dulcamara Bittersweet nightshade + Graminoids Carex lacustris Lake sedge 2 Carex sp. Sedge species 4 Dulichium arundinaceum Three-way sedge + Glyceria sp. Manna grass species + Scirpus cyperinus Woolgrass + Vines and Woody Species None documented Understory or Shrub Layer: Total Percentage of Cover = + native (x) Scientific Name Common Name on- Gass��) Comments Salix discolor Pussy willow + Canopy and Sub-canopy Layer: Total Percentage of Cover = + Non- Cover Diameter at Breast Height Scientific Name Common Name native (x) Class (%) (larger specimens, in inches): None documented City of Apple Valley—Alimagnet Park Natural Resource Management Plan UNIT 7 (invasive cattail marsh): Ground Layer (Zero to four feet above ground level) = 5 Non- Cover Scientific Name Common Name Comments native (x) Class (%) Forbs Bidens cernua Nodding bur-marigold 1 Epilobium sp. Willowherb species + Laportea canadensis Canadian wood nettle 1 x Lythrum salicaria Purple loosestrife 1 Pilea pumila Dwarf clearweed + Solanum dulcamara Bittersweet nightshade + Thelypteris palustris Northern marsh fern + Graminoids Carex sp. Sedge species + x Phalaris arundinacea Reed canary grass 1 x Typha angustifolia Narrow-leaved cattail 5 Vines and Woody Species None documented Understory or Shrub Layer: Total Percentage of Cover = 1 Non- Cover Scientific Name Common Name Comments native (x) Class (%) Acer saccharinum Silver maple + Salix discolor Pussy willow + Salix cf nigra Black willow + Canopy and Sub-canopy Layer: Total Percentage of Cover = + Non- Cover Diameter at Breast Height Scientific Name Common Name native (x) Class (%) (larger specimens, in inches): None documented City of Apple Valley—Alimagnet Park Natural Resource Management Plan it UNIT 8 (shoreline wetlands): Ground Layer (Zero to four feet above ground level) = 5 Non- Cover Scientific Name Common Name Comments native (x) Class (%) Forbs Apocynum cannabinum Indian hemp + Asclepias incarnata Swamp milkweed + Bidens cernua Nodding bur-marigold + Epilobium sp. Willowherb species + Hydrocotyle ranunculoides Floating pennywort + Impatiens capensis Spotted Touch-me-not + Iris sp. unknown iris + Laportea canadensis Canadian wood nettle + Lemna minor Common duckweed + Lycopus uniflorus Northern bugleweed + x Lythrum salicaria Purple loosestrife + Onoclea sensibilis Sensitive fern + Persicaria sp. unknown smartweed + Persicaria cf hydropiper Marsh waterpepper + Persicaria sagittata Arrow leaved + tearthumb Rudbeckia triloba Brown-eyed Susan + x Rumex crispus Curly dock + Solidago gigantea Giant goldenrod + Sonchus cf asper Spiny sowthistle + Thelypteris palustris Northern marsh fern + Urtica dioica Stinging nettle + Verbena hastata Blue vervain + Graminoids cf Agrostis stolonifera Creeping bentgrass + Bolboschoenus fluviatilis River bulrush + Carex stricta Tussock sedge + Cyperus sp. Flat/Nut sedge species + Lemna minor Common duckweed + x Phalaris arundinacea Reed canary grass 5 Schoenoplectus tabernaemontani Soft stem bulrush + Scirpus atrovirens Dark green bulrush + Scirpus cyperinus Woolgrass + Typha latifolia Broad-leaf cat-tail + City of Apple Valley—Alimagnet Park Natural Resource Management Plan Wolffia columbiana I Columbian watermeal I + Vines and Woody Species Understory or Shrub Layer: Total Percentage of Cover = 1 native (x) Scientific Name Common Name on- Gass��) Comments Corn us racemosa Gray dogwood + Cornus sericea Red-osier dogwood + Fraxinus pennsylvanica Green ash + Populus tremuloides Quaking aspen + x Rhamnus cathartica Common buckthorn + Sambucus canadensis Common Elderberry + Viburnum lentago Nannyberry + Canopy and Sub-canopy Layer: Total Percentage of Cover = + Non- Cover Diameter at Breast Height Scientific Name Common Name native (x) Class (%) (larger specimens, in inches): Salix cf nigra Black willow + City of Apple Valley—Alimagnet Park Natural Resource Management Plan 78 ITEM: 4.1. Apple COUNCIL MEETING DATE: October24, 2024 Valley SECTION: Consent Agenda Description: Adopt Resolution of Support for Dakota County Draft 2025-2029 Capital Improvement Plan Staff Contact: Department/Division: Matt Saam, Public Works Director Public Works Department ACTION REQUESTED: Adopt a resolution of support for the Dakota County Draft 2025-2029 Capital Improvement Plan. SUMMARY: The County has requested that cities located within Dakota County review the County's draft 2025-2029 Capital Improvements Plan(CIP)and provide a resolution of support for the plan. BACKGROUND: The County's proposed CIP identifies several projects located within the City of Apple Valley. The primary projects are listed below: Location Extent Improvement Year CSAH 42 From 147th to CSAH 33 Mill/Overlay Construction 2025 (Diamond Path) CSAH 42 Intersections of Garrett Ave Traffic Signal Replacements 2025 and CSAH 31 (Pilot Knob) CSAH 38 (McAndrews Road) Johnny Cake Ridge Road to Preliminary Engineering for a 2025 Everest Trail future Trail Gap project CSAH 31 (Pilot Knob Rd) Upper 147th St. Intersection 3/4 Intersection-R/W,Design and 2025 -2026 Construction CSAH 23 (Cedar Ave) From CSAH 9(179th St.)in Mill/Overlay Design,R/W and 2025-2027 Lakeville to CSAH 42 Construction CSAH 42 Between CSAH 33 (Diamond Mill/Overlay Design,R/W and 2025-2027 Path)to TH 3 Construction CSAH 42 Between Flagstaff and CSAH Trail on South Side 2026 31 (Pilot Knob Road) CSAH 23 (Cedar Ave) From Griffon Trail in Preliminary Study-pedestrian 2026 Lakeville to 135th St. crossing analysis CSAH 42 From Redwood Dr. to 147th Traffic Signal Rebuilds at Garden 2026-2027 St. View&Hayes;Elm conversion to 3/4;Pedestrian Tunnel at Elm/Redwood Park;Trail&ADA improvements,Frontage Road improvements CSAH 31 (Pilot Knob Rd) CSAH 46 to I-494 Preliminary Visioning Study for 2027 future system needs CSAH 42 Between Flagstaff and Johnny North Creek Greenway 2027 Cake Ridge Road Underpass CSAH 11 Intersection of 140th and Design and Construction of a 2027 CSAH 38 (McAndrews Rd) Replacement Traffic Signal CSAH 33 (Diamond Path) From 140th to CSAH 31 Roadway Improvement-Design, 2027-2029 (Pilot Knob Rd) R/W&Construction In addition to commenting on the projects listed above,it is recommended that the City also convey to the County these additional thoughts: 1. In reference to the CSAH 42 work from Redwood Dr. to CSAH 33 (Diamond Path) above, the City has significant concerns regarding the function and appearance of traffic barriers proposed along the corridor and requests further revisions. Additionally, we request street lighting improvements/upgrades be included with this project as a safety enhancement. 2. The City requests that the Dakota County Capital Improvement Program include funding for expedited construction of a pedestrian bridge skyway crossing over CSAH 23 (Cedar Ave) at the 147th St W BRT Station Stop. In the Legislative 2023 session,the Metropolitan Council received$7 million in state bonding funds to complete this project, so it should be included in the County's 2025-2029 CIP. 3. The City requests that the Dakota County Capital Improvement Program include funding for a contribution toward the City's planned improvements to 147th St.,east of Cedar Ave. (CSAH 23). The 147th St. Improvement Project will benefit the operations of the County's intersection at Cedar Ave. and also improve the traffic flow on Cedar Ave. The current County Transportation Plan allows for County participation"up to 55 percent of the costs of local roadways that directly mitigate impacts to the County system". 4. The City requests that the Dakota County Capital Improvement Program include funding for a contribution toward a future additional lane capacity project along Cedar Ave. (TH 77). Previous County CIP's included funding for this future project, but none is shown in the current draft. In the 2023 session, the Legislature enacted a 3/4-cent regional transportation sales tax and 17% of all revenue raised will be distributed to metro counties. Lane capacity improvements to Cedar Avenue will serve all Dakota County residents and businesses and this important project should be included in the County's 2025-2029 CIP. BUDGET IMPACT: Support of the County's draft CIP does not specifically financially obligate the City. As projects come forward, specific Joint Power Agreements between the City and County will be brought forward for consideration. ATTACHMENTS: Map Resolution CIP N retreat --Eimer O N oats I ••• •••• o ••••• ifteds I CDf'L-\ \I Apple Valley e e4 Ja° aQ a ,___ DAKOTA COUNTY CAPITAL Ic ' CSAH 38(MCANDREWS RD) / IMPROVEMENT PROGRAM PRELIMINARY ENGINEERING FOR TRAIL GAP PROJECTAmes (2025 - 2029) OptsIff: 25) CSAH 33(DIAMOND PATH) paloMINN �^OOr C ( Jir. a-�j� ROADWAY IMPROVEMENT ROADWAY IMPROVEMENTS Path '' ( J LI DESIGN &CONSTRUCTION --'' J ��= /�� ID (2027-2029) MILL/OVERLAY DESIGN AND CONSTRUCTION (2025) 'J /L 2 fin\ ------- 4 J CSAH 42 U from 147th St W to CSAH 33(Diamond �_� McAndrews Rd Path) s j� TRAFFIC SIGNAL REPLACEMENT(2025) 11/0 �0 �� \\� � �-Gra Y, , CSAH 42 vv / at intersection of Garret Ave and CSAH 31 l J L . (Pilot Knob Rd) I� a *01---e7/A1 o INTERSECTION DESIGN AND CONSTRUCTION(2025-2026) D. aCSAH 31(PILOT KNOB RD) d at intersection of Upper 147th St W a -, CSAH 23(CEDAR AVE) CSAH 11&CSAH 38(MCANDREWS RD)•`/' ��� PRELIMINARY ENGINEERING --� CSAH 31(PILOT KNOB RD) a MILL/OVERLAY DESIGN AND CONSTRUCTION (2025-2027) I TRAFFIC SIGNAL REPLACEMENT ✓ °' STUDY a PRELIMINARY ENGINEERING STUDY Itilikg CSAH 23 � �� from CSAH 9(179th St)in Lakeville to CSAH 42 (2027) �� (2026) (2027) a MILLa/ERLAY DESIGN AND CONSTRUCTION (2025-2027) D > 1 _ lli Y , , ri c CSAH 42 Li A V ` - between CSAH 33(Diamond Path)to TH 3 17/ JUu 10 TRAFFIC SIGNAL REBUILDS AND J 14 th t G1 4 �� ROW IMPROVEMENTS(2026-2027) o 3 t [2' a , m • CSAH 42 1 • ipL 1 , w at Garden View&Hayes;Elm conversion to 3/4;Pedestrian �J u y — Tunnel at Elm/Redwood Park;Trail&ADA improvements; c Frontage Road improvements a " ( TRAFFIC SIGNAL DESIGN AND REPLACEMENT(2027) g. 3 arE-7_](3] Q ipti CSAH 31(PILOT KNOB RD) l • CSAH 11 u 145th StD — ���o at intersection of 140th St W and CSAH 38 3/4 INTERSECTION DESIGN (McAndrews Rd) ° l I AND CONSTRUCTION 1 ROADWAY IMPROVEMENT DESIGN AND CONSTRUCTION a a\ ( , ' _ 147t St W o a, (2025-2026) � I (2027-2029) `-'��' O , T r �� �,r-� 41c[ CSAH 33(DIAMOND PATH) o �`] as �j a�� ( CSAAFFIC CSAH 42 NORTH CREEK �� CSAH 42 TRAFFIC CSAH 42 MILL/OVERLAY from 140th to CSAH 31(Pilot Knob Rd) �� El I SIGNAL REPLACEMENTS GREENWAY UNDERPASS SIGNAL REPLACEMENTS > CONSTRUCTION RIGHT OF WAY IMPROVEMENTS °a_ �� �¢(2025) (2027) `�� (2025) �j (2025-2027) _(r1 — �T� 15Oth St w 1_ TRAIL GAP PRELIMINARY ENGINEERING(2025) CSAH 38(MCANDREWS RD) ° - i4CSAHI Al . • ��VCSAH 42 MILL/OVERLAY from Johnny Cake Ridge Road to CSAH 42 TRAFFIC SIGNAL REBUILDS,INTERSECTION 42 TRAIL CONSTRUCTION - Everest Trail CONSTRUCTION G b INTERSECTION IMPROVEMENTS,PEDESTRIAN TUNNEL ` �� I (2026) a (2025) TRAIL CONSTRUCTION ON SOUTH SIDE (2026) TRAIL,ADA,AND FRONTAGE ROAD IMPROVEMENTS �� — `TJ -- CSAH 42 �a ,00� 3 Mar (2026-2027) a between Flagstaff and CSAH 31(Pilot Knob Road) T L� / 0 - LIE�__3) ,H 23(CEDAR / L�__\ U a ` NORTH CREEK GREENWAY UNDERPASS(2027) o I I l p,,-a-- • • _ I ( 155tthh S-W — r) CSAH 42 a �� • • ` / �� o between Flagstaff and Johnny Cake Ridge Road J��� \ 4 u� �`—« a Qo�� ' ASSESSMENTS AND UPDATES an 94,„ w` TP /� >- a� 157th St W PRELIMINARY ENGINEERING STUDY(2026) . D -�1y- I , - ' i CSAH 23 o O� r�(�( i (1 � ' a� l \ ( J❑L from Griffon Trail in Lakeville LuiJ—LJ o- �r a` i—�J Lam/ nn to 135th St W 160th • , ' n s���Daa, PreliminaryEngineering Study a la 1 g g (2027) 0 — CSAH 31(PILOT KNOB RD) m from CSAH 46 to 1-494 a -- CITY OF APPLE VALLEY RESOLUTION NO. 2024- A RESOLUTION OF SUPPORT FOR THE DRAFT 2025-2029 CAPITAL IMPROVEMENT PROGRAM FOR DAKOTA COUNTY WHEREAS,the City Council of the City of Apple Valley has reviewed the draft 2025-2029 Transportation, Facilities, Parks and Greenways, Byllesby Dam, Environmental Resources, Regional Rail Authority and Data Networks Capital Improvement Program documents provided by Dakota County; and WHEREAS,the City Council wishes to provide comments to Dakota County based on said documents. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County,Minnesota,that: 1. The City of Apple Valley hereby supports inclusion of the following projects into the 2025-2029 Capital Improvement Program for Dakota County: Location Extent Improvement Year CSAH 42 From 147th to CSAH 33 Mill/Overlay Construction 2025 (Diamond Path) CSAH 42 Intersections of Garret Ave. Traffic Signal Replacements 2025 and CSAH 31 (Pilot Knob) CSAH 38 Johnny Cake Ridge Road to Preliminary Engineering for 2025 (McAndrews Road) Everest Trail _a future Trail Gap project CSAH 31 (Pilot Knob Upper 147th St. Intersection 3/4 Intersection—R/W, 2025- Road) Design and Construction _ 2026 CSAH 23 (Cedar Ave) From CSAH 9 (179th St.) in Mill/Overlay Design, R/W 2025- Lakeville to CSAH 42 and Construction 2027 CSAH 42 Between CSAH 33 Mill/Overlay Design, R/W 2025- (Diamond Path)to TH 3 and Construction 2027 CSAH 42 Between Flagstaff and Trail on South Side 2026 CSAH 31 (Pilot Knob Road) CSAH 23 (Cedar Ave) From Griffon Trail in Preliminary Study - 2026 Lakeville to 135th St. pedestrian crossing analysis CSAH 42 From Redwood Dr. to 147th Traffic Signal Rebuilds at 2026- St. Garden View& Hayes; Elm 2027 conversion to 3/4; Pedestrian Tunnel at Elm/Redwood Park; Trail &ADA improvements; Frontage Road improvements CSAH 31 (Pilot Knob CSAH 46 to I-494 Preliminary Visioning Study 2027 Road) for future system needs CSAH 42 Between Flagstaff and North Creek Greenway 2027 Johnny Cake Ridge Road Underpass CSAH 11 Intersection of 140th and Design and Construction of a 2027 CSAH 38 (McAndrews Rd) Replacement Traffic Signal CSAH 33 (Diamond From 140th to CSAH 31 Roadway Improvement - 2027- Path) (Pilot Knob Rd) Design, R/W& Construction 2029 2. In reference to the CSAH 42 work from Redwood Dr. to CSAH 33 (Diamond Path) above, the City has significant concerns regarding the function and appearance of traffic barriers proposed along the corridor and requests further revisions. Additionally, we request street lighting improvements/upgrades be included with this project as a safety enhancement. 3. The City requests that the Dakota County Capital Improvement Program include funding for expedited construction of a pedestrian bridge skyway crossing over CSAH 23 (Cedar Ave) at the 147th St W BRT Station Stop. 4. The City requests that the Dakota County Capital Improvement Program include funding for a contribution toward the City's planned improvements to 147th St., east of Cedar Ave. (CSAH 23). The 147th St. Improvement Project will benefit the operations of the County's intersection at Cedar Ave. & also improve the traffic flow on Cedar Ave. The current County Transportation Plan allows for County participation"up to 55 percent of the costs of local roadways that directly mitigate impacts to the County system". 5. The City requests that the Dakota County Capital Improvement Program include funding for a contribution toward a future additional lane capacity project along Cedar Ave. (TH 77). Previous County CIP's included funding for this future project but none is shown in the current draft. ADOPTED this 24th day of October, 2024. Clint Hooppaw,Mayor ATTEST: Christina M. Scipioni, City Clerk Attachment: Draft Dakota County 2025-2029 Capital Improvement Program 2025 — 2029 DAKOTA COUNTY Draft Capital Improvement Program (CIP) TABLE OF CONTENTS Summary 2 Byllesby Dam 3 Data Networks 4 Environmental Resources 6 Facilities 8 Parks and Greenways 15 Transportation 21 DRAFT as of September 11, 2024 1 Attachment: Draft Dakota County 2025-2029 Capital Improvement Program 2025 — 2029 Capital Improvement Program Summary 2025 Capital Improvement Program Summary Byllesby Dam $Data Networks $ - Environmental Resources $ 1,392,455 Facilities $ 51,771,380 Parks and Greenways $ 24,286,049 Transportation $ 80,411,832 Total $ 157,861,716 2025 - 2029 Capital Improvement Program Summary Byllesby Dam Data Networks $ 4,800,000 Environmental Resources _ $ 11,132,974 Facilities $ 98,687,288 Parks and Greenways $ 167,789,694 Transportation $ 531,903,780 Total $ 814,313,736 DRAFT as of September 11, 2024 2 2025 — 2029 Byllesby Dam Capital Improvement Program Attachment: Draft Dakota County 2025-2029 Capital Imprerogram There are no new projects requested for Byllesby Dam for 2025 — 2029 DRAFT as of September 11, 2024 3 Attachment: Draft Dakota County 2025-2029 Capital Improvement Program 2025 - 2029 Data Networks Capital Improvement Program Project Number Project Title Annual Cost County Funds Total Project Costs 2025 Section No additional funds requested - - - - 2025 Total - - 2026 Section New Maintenance:Expansion of backbone 650,000 650,000 3,250,000 New Dakota County Internal Projects 100,000 100,000 400,000 New Fiber Projects For Parks 100,000 100,000 500,000 New Fiber Projects for Capital Improvements 100,000 100,000 500,000 New Maintenance:Fiber Relocations 250,000 250,000 1,250,000 2026 Total 1,200,000 1,200,000 2027 Section New Maintenance:Expansion of backbone 650,000 650,000 3,250,000 New Dakota County Internal Projects 100,000 100,000 400,000 New Fiber Projects For Parks 100,000 100,000 500,000 New Fiber Projects for Capital Improvements 100,000 100,000 500,000 New Maintenance:Fiber Relocations 250,000 250,000 1,250,000 2027 Total 1,200,000 1,200,000 2028 Section New Maintenance:Expansion of backbone 650,000 650,000 3,250,000 New Dakota County Internal Projects 100,000 100,000 400,000 New Fiber Projects For Parks 100,000 100,000 500,000 New Fiber Projects for Capital Improvements 100,000 100,000 500,000 New Maintenance:Fiber Relocations 250,000 250,000 1,250,000 2028 Total 1,200,000 1,200,000 2029 Section New Maintenance:Expansion of backbone 650,000 650,000 3,250,000 New Dakota County Internal Projects 100,000 100,000 400,000 New Fiber Projects For Parks 100,000 100,000 500,000 New Fiber Projects for Capital Improvements 100,000 100,000 500,000 New Maintenance:Fiber Relocations 250,000 250,000 1,250,000 2028 Total 1,200,000 1,200,000 DRAFT as of September 11, 2024 4 Attachment: Draft Dakota County 2025-2029 Capital Improvement Program 2025 - 2029 Data Networks Capital Improvement Program • Year Annual Cost I County Funds 2025 - - 2026 1,200,000 1,200,000 2027 1,200,000 1,200,000 2028 1,200,000 1,200,000 2029 1,200,000 1,200,000 Total 4,800,000 4,800,000 DRAFT as of September 11, 2024 5 Attachment: Draft Dakota County 2025-2029 Capital Improvement Program 2025 - 2029 Environmental Resources Capital Improvement Program )~ �- Board of Water & Environmental Page Project Number Project Title Annual Cost County Levy Total Project Cost Soil Resources Legacy Fund MN 2025 Section NEW Environmental Assessment and Remediation 805,937 - 805,937 - 6,143,846 NEW Water Quality and Quantity Capital Projects 581,196 - 581,196 - 5,518,366 NEW Wetlands and Water Retention 5,322 - 5,322 - 5,300,865 2025 Total 1,392,455 - 1,392,455 - 2026 Section NEW Environmental Assessment and Remediation 806,234 - 806,234 - 6,143,846 NEW Water Quality and Quantity Capital Projects 756,506 - 756,506 - 5,518,366 NEW Wetlands and Water Retention 1,737,260 1,000,000 737,260 - 5,300,865 2026 Total 3,300,000 1,000,000 2,300,000 - 2027 Section NEW Environmental Assessment and Remediation 806,546 - 806,546 - 6,143,846 NEW Water Quality and Quantity Capital Projects 756,831 - 756,831 - 5,518,366 NEW Wetlands and Water Retention 5,898 - 5,898 - 5,300,865 2027 Total 1,569,275 - 1,569,275 - 2028 Section NEW Environmental Assessment and Remediation 806,873 - 806,873 - 6,143,846 NEW Water Quality and Quantity Capital Projects 757,173 - 757,173 - 5,518,366 NEW Wetlands and Water Retention 1,735,954 1,000,000 735,954 - 5,300,865 2028 Total 3,300,000 1,000,000 2,300,000 - 2029 Section NEW Environmental Assessment and Remediation 807,217 - 807,217 - 6,143,846 NEW Water Quality and Quantity Capital Projects 757,532 - 757,532 - 5,518,366 NEW Wetlands and Water Retention 6,495 - 6,495 - 5,300,865 2029 Total 1,571,244 - 1,571,244 - DRAFT as of September 11 , 2024 6 Attachment: Draft Dakota County 2025-2029 Capital Improvement Program 2025 - 2029 Environmental Resources Capital Improvement Program )~ -- IIIIM Year Annual Cost Board of Water & Environmental County Levy Soil Resources Legacy Fund .. JL 2025 1,392,455 - 1,392,455 - 2026 3,300,000 1,000,000 2,300,000 - 2027 1,569,275 - 1,569,275 - 2028 3,300,000 1,000,000 2,300,000 - 2029 1,571,244 - 1,571,244 - illir 11,132,974 2,000,000 9,132,974 111111 ■ Board of Water & Environmental By Category TOTAL Cost County Levy Soil Resources Legacy Fund Environmental Assessment and Remediation 4,032,807 - 4,032,807 - Water Quality Capital Projects 3,609,238 - 3,609,238 - Wetlands and Water Retention 3,490,929 2,000,000 1,490,929 - 11,132,974 2,000,000 9,132,974 - DRAFT as of September 11 , 2024 7 Attachment: Dakota County Draft 2025-2029 Capital Improvement Program 2025 - 2029 Facilities Capital Improvement Program Project County Program Aid Transportation Total Project Number I Short Description Project Title Annual Cost State-Bonding (CPA) Sales Tax County Funding County Debt Cost Project Type 2025 Section Infrastructure Maintenance: New Judicial Center Water Softener Replacement 100,000 - 100,000 - - - 100,000 Infrastructure Maintenance B70041 Countywide Projects Carpet Replacement Program 580,000 - - - 580,000 - 4,545,000 Infrastructure Maintenance B70082 Countywide Projects Miscellaneous Projects 185,000 - - - 185,000 - 2,220,000 Infrastructure Maintenance B70062 Countywide Projects Roof Replacement Program 1,800,000 - - - 1,800,000 - 14,182,000 Infrastructure Maintenance New Law Enforcement Center Housing Unit Floor Replacement 400,000 - - - 400,000 - 800,000 Infrastructure Maintenance B70073 Countywide Projects Special Assessments 20,000 - - - 20,000 - 240,000 Infrastructure Maintenance B70074 Countywide Projects Storm Water Improvements 25,000 - - - 25,000 - 300,000 Infrastructure Maintenance B70040 Countywide Projects Parking Lots Seal&Repair 200,000 - - - 200,000 - 2,340,500 Infrastructure Maintenance New Wentworth Library Wentworth Library Design and Renovation 6,725,134 - - - - 6,725,134 7,400,000 Infrastructure Maintenance New Burnhaven Library Burnhaven Library Design and Renovation 641,260 - - - - 641,260 6,412,604 Infrastructure Maintenance New Judicial Center Exterior Window Replacement 390,000 - - - 390,000 - 390,000 Infrastructure Maintenance New Countywide Projects Infrastructure Maintenance Allocation 3,525,000 - - - 3,525,000 - 26,180,000 Infrastructure Maintenance B70072 Countywide Projects Countywide Elevator Study and Phase 1 Improvements 350,000 - 350,000 - - - 2,160,000 Infrastructure Maintenance B70078 Countywide Projects Accessibility Barrier Removal Program 250,000 - - - 250,000 - 2,500,000 Infrastructure Maintenance New Law Enforcement Center LEC Boiler and Chiller Replacement 8,100,000 - - - 8,100,000 - 8,600,000 Infrastructure Maintenance New Western Service Center Cooling System Replacement 1,000,000 - - - 1,000,000 - 1,500,000 Infrastructure Maintenance B70087 Countywide Projects Countywide Life Safety Enhancement Program 345,000 - 345,000 - - - 3,005,000 Infrastructure Maintenance New Law Enforcement Center Restroom Renovations(Two Main Public,Two Upper Floor) 380,000 - - - 380,000 - 380,000 Infrastructure Maintenance New Juvenile Services Center Intake Shower and Storage Area Renovation 170,000 - - - 170,000 - 170,000 Infrastructure Maintenance 2025 Infrastructure Maintenance Subtotal: 25,186,394 - 795,000 - 17,025,000 7,366,394 New Construction: New Empire Complex Empire Campus Redevelopment Design and Construction 3,750,000 - - 2,812,500 937,500 - 4,000,000 New Construction New Judicial Center Fueling Dispensing System 150,000 - - - 150,000 - 750,000 New Construction New Lebanon Ground Maintenance Shop Lebanon Hills Grounds Maintenance Shop 6,000,000 - - - - 6,000,000* 22,843,711 New Construction New Countywide Projects Recycling Zone Plus 8,000,000 8,000,000 - - - - 24,000,000 New Construction 2025 New Construction Subtotal: 17,900,000 8,000,000 - 2,812,500 1,087,500 6,000,000 *Total amount of debt issue for this project is$22 million. DRAFT as of September 11, 2024 8 Attachment: Dakota County Draft 2025-2029 Capital Improvement Program 2025 - 2029 Facilities Capital Improvement Program Project County Program Aid Transportation Total Project Short Description Project Title Annual Cost State-Bonding County Funding County Debt Project Type Number (CPA) Sales Tax Cost Renovation: New Countywide Projects Staff Kitchenettes and Break Spaces 2,500,000 - - - 2,500,000 - 2,500,000 Renovation New Countywide Projects Energy Efficiency Program 250,000 - - - 250,000 - 1,500,000 Renovation New Law Enforcement Center Intake,Release,and Garage Renovation 1,305,617 - - - 1,305,617 - 1,600,000 Renovation New Western Service Center Second Floor Hybrid Work Environment 2,243,755 - - - 2,243,755 - 2,645,931 Renovation New Administration Center County Board Room Updates 1,800,000 - - - 1,800,000 - 1,800,000 Renovation 2025 Renovation Subtotal: 8,099,372 - - - 8,099,372 - Resources B70090 Countywide Capital Projects Management Delivery Staff for Projects 585,614 - - - 585,614 - 4,750,706 Renovation 2025 Resources Subtotal: 585,614 - - - 585,614 - 2025 Total 51,771,380 8,000,000 795,000 2,812,500 26,797,486 13,366,394 DRAFT as of September 11, 2024 9 Attachment: Dakota County Draft 2025-2029 Capital Improvement Program 2025 - 2029 Facilities Capital Improvement Program Project County Program Aid Transportation Total Project Short Description Project Title Annual Cost State-Bonding County Funding County Debt Project Type Number (CPA) Sales Tax Cost 2026 Section Infrastructure Maintenance: B70041 Countywide Projects Carpet Replacement Program 597,000 - - - 597,000 - 4,545,000 Infrastructure Maintenance B70082 Countywide Projects Miscellaneous Projects 185,000 - - - 185,000 - 2,220,000 Infrastructure Maintenance B70062 Countywide Projects Roof Replacement Program 1,700,000 - - - 1,700,000 - 14,182,000 Infrastructure Maintenance B70073 Countywide Projects Special Assessments 20,000 - - - 20,000 - 240,000 Infrastructure Maintenance B70074 Countywide Projects Storm Water Improvements 25,000 - - - 25,000 - 300,000 Infrastructure Maintenance B70040 Countywide Projects Parking Lots Seal&Repair 200,000 - - - 200,000 - 2,340,500 Infrastructure Maintenance New Countywide Projects Infrastructure Maintenance Allocation 5,450,000 - - - 5,450,000 - 26,180,000 Infrastructure Maintenance B70078 Countywide Projects Accessibility Barrier Removal Program 250,000 - - - 250,000 - 2,500,000 Infrastructure Maintenance B70087 Countywide Projects Countywide Life Safety Enhancement Program 365,000 - - - 365,000 - 3,005,000 Infrastructure Maintenance New Burnhaven Library Burnhaven Library Design and Renovation 5,771,344 - - - - 5,771,344 6,412,604 Infrastructure Maintenance 2026 Infrastructure Maintenance Subtotal: 14,563,344 - - - 8,792,000 5,771,344 Renovation: New Countywide Projects Energy Efficiency Program 250,000 - - - 250,000 - 1,500,000 Renovation 2026 Renovation Subtotal: 250,000 - - - 250,000 - Resources: B70090 Countywide Capital Projects Management Delivery Staff for Projects 600,254 - - - 600,254 - 4,750,706 Renovation 2026 Resources Subtotal: 600,254 - - - 600,254 - 2026 Total 15,413,598 - - - 9,642,254 5,771,344 DRAFT as of September 11, 2024 10 Attachment: Dakota County Draft 2025-2029 Capital Improvement Program 2025 - 2029 Facilities Capital Improvement Program Project County Program Aid Transportation Total Project Short Description Project Title Annual Cost State-Bonding County Funding County Debt Project Type Number (CPA) Sales Tax Cost 2027 Section Infrastructure Maintenance: B70041 Countywide Projects Carpet Replacement Program 615,000 - - - 615,000 - 4,545,000 Infrastructure Maintenance B70082 Countywide Projects Miscellaneous Projects 185,000 - - - 185,000 - 2,220,000 Infrastructure Maintenance B70062 Countywide Projects Roof Replacement Program 1,800,000 - - - 1,800,000 - 14,182,000 Infrastructure Maintenance B70073 Countywide Projects Special Assessments 20,000 - - - 20,000 - 240,000 Infrastructure Maintenance B70074 Countywide Projects Storm Water Improvements 25,000 - - - 25,000 - 300,000 Infrastructure Maintenance B70040 Countywide Projects Parking Lots Seal&Repair 200,000 - - - 200,000 - 2,340,500 Infrastructure Maintenance New Countywide Projects Infrastructure Maintenance Allocation 5,525,000 - - - 5,525,000 - 26,180,000 Infrastructure Maintenance B70078 Countywide Projects Accessibility Barrier Removal Program 250,000 - - - 250,000 - 2,500,000 Infrastructure Maintenance B70087 Countywide Projects Countywide Life Safety Enhancement Program 380,000 - - - 380,000 - 3,005,000 Infrastructure Maintenance New Juvenile Services Center Restroom Renovations(Two New Chance Area) 335,000 - - - 335,000 - 335,000 Infrastructure Maintenance New Administration Center Restroom Renovations(Six Public) 1,000,000 - - - 1,000,000 - 1,000,000 Infrastructure Maintenance 2027 Infrastructure Maintenance Subtotal: 10,335,000 - - - 10,335,000 - Renovation: New Countywide Projects Energy Efficiency Program 250,000 - - - 250,000 - 1,500,000 Renovation 2027 Renovation Subtotal: 250,000 - - - 250,000 - Resources: B70090 Countywide Capital Projects Management Delivery Staff for Projects 615,260 - - - 615,260 - 4,750,706 Renovation 2027 Resources Subtotal: 615,260 - - - 615,260 - 2027 Total 11,200,260 - - - 11,200,260 - DRAFT as of September 11, 2024 11 Attachment: Dakota County Draft 2025-2029 Capital Improvement Program 2025 - 2029 Facilities Capital Improvement Program Project County Program Aid Transportation Total Project Short Description Project Title Annual Cost State-Bonding County Funding County Debt Project Type Number (CPA) Sales Tax Cost 2028 Section Infrastructure Maintenance: B70041 Countywide Projects Carpet Replacement Program 635,000 - - - 635,000 - 4,545,000 Infrastructure Maintenance B70082 Countywide Projects Miscellaneous Projects 185,000 - - - 185,000 - 2,220,000 Infrastructure Maintenance B70062 Countywide Projects Roof Replacement Program 1,800,000 - - - 1,800,000 - 14,182,000 Infrastructure Maintenance B70073 Countywide Projects Special Assessments 20,000 - - - 20,000 - 240,000 Infrastructure Maintenance B70074 Countywide Projects Storm Water Improvements 25,000 - - - 25,000 - 300,000 Infrastructure Maintenance B70040 Countywide Projects Parking Lots Seal&Repair 200,000 - - - 200,000 - 2,340,500 Infrastructure Maintenance New Countywide Projects Infrastructure Maintenance Allocation 5,655,000 - - - 5,655,000 - 26,180,000 Infrastructure Maintenance B70078 Countywide Projects Accessibility Barrier Removal Program 250,000 - - - 250,000 - 2,500,000 Infrastructure Maintenance B70087 Countywide Projects Countywide Life Safety Enhancement Program 400,000 - - - 400,000 - 3,005,000 Infrastructure Maintenance 2028 Infrastructure Maintenance Subtotal: 9,170,000 - - - 9,170,000 - Renovation: New Countywide Projects Energy Efficiency Program 250,000 - - - 250,000 - 1,500,000 Renovation 2028 Renovation Subtotal: 250,000 - - - 250,000 - Resources: B70090 Countywide Capital Projects Management Delivery Staff for Projects 630,642 - - - 630,642 - 4,750,706 Renovation 2028 Resources Subtotal: 630,642 - - - 630,642 - 2028 Total 10,050,642 - - - 10,050,642 - DRAFT as of September 11, 2024 12 Attachment: Dakota County Draft 2025-2029 Capital Improvement Program 2025 - 2029 Facilities Capital Improvement Program Project County Program Aid Transportation Total Project Short Description Project Title Annual Cost State-Bonding County Funding County Debt Project Type Number (CPA) Sales Tax Cost 2029 Section Infrastructure Maintenance: B70078 Countywide Projects Accessibility Barrier Removal Program 250,000 - - - 250,000 - 2,500,000 Infrastructure Maintenance B70041 Countywide Projects Carpet Replacement Program 655,000 - - - 655,000 - 4,545,000 Infrastructure Maintenance B70087 Countywide Projects Countywide Life Safety Enhancement Program 420,000 - - - 420,000 - 3,005,000 Infrastructure Maintenance New Countywide Projects Infrastructure Maintenance Allocation 5,800,000 - - - 5,800,000 - 26,180,000 Infrastructure Maintenance B70082 Countywide Projects Miscellaneous Projects 185,000 - - - 185,000 - 2,220,000 Infrastructure Maintenance B70040 Countywide Projects Parking Lots Seal&Repair 200,000 - - - 200,000 - 2,340,500 Infrastructure Maintenance B70062 Countywide Projects Roof Replacement Program 1,800,000 - - - 1,800,000 - 14,182,000 Infrastructure Maintenance B70073 Countywide Projects Special Assessments 20,000 - - - 20,000 - 240,000 Infrastructure Maintenance B70074 Countywide Projects Storm Water Improvements 25,000 - - - 25,000 - 300,000 Infrastructure Maintenance 2029 Infrastructure Maintenance Subtotal: 9,355,000 - - - 9,355,000 - Renovation: New Countywide Projects Energy Efficiency Program 250,000 - - - 250,000 - 1,500,000 Renovation 2029 Renovation Subtotal: 250,000 - - - 250,000 - Resources: B70090 Countywide Capital Projects Management Delivery Staff for Projects 646,408 - - - 646,408 - 4,750,706 Renovation 2029 Resources Subtotal: 646,408 - - - 646,408 - 2029 Total 10,251,408 - - - 10,251,408 - DRAFT as of September 11, 2024 13 Attachment: Dakota County Draft 2025-2029 Capital Improvement Program 2025 - 2029 Facilities Capital Improvement Program State- County Program Year Annual Cost Bonding Aid(CPA) Transportation County Funding County Debt Sales Tax 2025 51,771,380 8,000,000 795,000 2,812,500 26,797,486 13,366,394 2026 15,413,598 - - - 9,642,254 5,771,344 2027 11,200,260 - - - 11,200,260 - 2028 10,050,642 - - - 10,050,642 - 2029 10,251,408 - - - 10,251,408 - Total 98,687,288 8,000,000 795,000 2,812,500 67,942,050 19,137,738 County Program Transportation Annual Cost State-Bonding Aid(CPA) Sales Tax County Funding County Debt Type Infrastructure Maintenance 68,609,738 - 795,000 - 54,677,000 13,137,738 New Construction 17,900,000 8,000,000 - 2,812,500 1,087,500 6,000,000 Renovation 9,099,372 - - - 9,099,372 - Resources 3,078,178 - - - 3,078,178 - Total 98,687,288 8,000,000 795,000 2,812,500 67,942,050 19,137,738 DRAFT as of September 11, 2024 14 Attachment: Draft Dakota County 2025-2029 Capital Improvement Program 2025-2029 Parks Capital Improvement Program 1 Minnesota Department of Environment Legacy- Department Transportation Acquisition Regional Parks and Other County Project Transportation/ and Natural State- Metropolitan General Environmental Transportation County Total Project Project Title Annual Cost City Outdoor of Advancement Opportunity Park Trails Legacy External Program Aid Park Fund County Levy Number Federal Highway Resources Fund Heritage Bonding Transportatio Account(TAA) Funds(AOF) Bonding Funds(PTLF) Council Grant Funding (CPA) Legacy Fund Sales Tax Funds Cost Administration Trust Fund n 2025 Section Planning: P80000 Park and Greenway Planning(Set-Aside) 325,000 - - - - - 133,653 - - - - - - - - - - 191,347 2,825,000 2025 Planning Subtotal: 325,000 - - - - - - 133,653 - - - - - - - - - - - 191,347 Acquisition: P00040 Park and Greenway Acquisitions(Set-Aside) 4,533,333 - - - - - - - 3,400,000 - - - - - 1,133,333 - - - - - 36,266,664 2025 Acquisition Subtotal: 4,533,333 - - - - - - - 3,400,000 - - - - - 1,133,333 - - - - - General: P00117 Grant Match(Set-Aside) 578,813 - - - - - - - - - - - - 192,938 - 385,875 - - - - 4,738,182 P40000 Parks Asset Preservation(Set-Aside) 1,000,000 - - - - - - - - - - - - - - - - - 1,000,000 - 8,550,000 NEW Urgent Improvement Projects 150,000 - - - - - - - - - - - - 150,000 - - - - - - 1,100,000 NEW Interpretive Projects-Set Aside 50,000 - - - - - - - - - - - - 50,000 - - - - - - 300,000 NEW Land Conservation 75,000 75,000 - - - - - - - - - - - - - - - - - - 9,625,000 NEW Greenway Preservation(NEW) 500,000 - - - - - - 500,000 - - - - - - - - - - - - 3,000,000 P00161 CIP Delivery Staff Chargeback 2,522,466 - - - - - - - - - - - - - - 2,522,466 - - - - 19,868,975 2025 General Subtotal: 4,876,279 75,000 - - - - - 500,000 - - - - - 392,938 - 2,908,341 - - 1,000,000 - Greenway Development: P62000 Greenway Enhancements(Set-Aside) 269,071 - - - - - - 53,814 - - - - - 215,257 - - - - - - 2,786,673 P50000 Greenway Collaborative(Set-Aside) 2,000,000 - - - - - - 1,200,000 - - - - - - - - - 800,000 - - 15,989,009 NEW Greenway Wayfinding Installation(Set-Aside) 250,000 - - - - - - 250,000 - - - - - - - - - - - - 1,925,000 NEW Lake Marion Greenway-Lakeville(Downtown to Holyoke)[city-led] 100,000 - - - - - - 40,000 - - - - - - - - - 60,000 - - 800,000 NEW Mendota to Lebanon Hills GW-Eagan/IGH(LHRP to TH149) 300,000 - - - - - - 180,000 - - - - - - - - - 120,000 - - 2,190,000 New Constru0 Mississippi River Greenway-Hastings Bluff and Overlook 1,512,000 - - - - - - 840,000 - - - - - - - - - 672,000 - - 1,512,000 NEW North Creek Greenway-Vermillion River and South Creek-Farmington 250,000 - - - - - - 150,000 - - - - - - - - - 100,000 - - 2,374,720 NEW Vermillion Highlands GW-Rosemount(Connemara to CSAH42 to 155th) 1,350,000 - - - - - - 500,000 - - - - - - - - - 850,000 - - 1,773,365 NEW Vermillion Highlands Greenway-Whitetail Woods to Farmington 250,000 - - - - - - 150,000 - - - - - - - - - 100,000 - - 2,585,000 2025 Greenway Development Subtotal: 6,281,071 - - - - - - 3,363,814 - - - - - 215,257 - - - 2,702,000 - - Park Development: P61000 Park Enhancements(Set-Aside) 334,265 - - - - - - - - - - - - 284,125 - 50,140 - - - - 3,744,597 NEW Lebanon Hills and Lake Byllesby Regional Parks:Campground Buildings and Beach He 1,000,000 - - - - - - - - - - - - - - 1,000,000 - - - - 6,633,095 NEW Thompson County Park Master Plan Improvements 867,000 - - 867,000 - - - - - - - - - - - - - - - - 27,867,000 P00063 Lebanon Hills Regional Park-Sustainable Trail Improvements(Phase 1) 1,350,101 - - - - - - 675,050 - - - - - - - 675,051 - - - - 1,700,101 O Lake Byllesby Park Turbine Exhibit 150,000 - - - - - - - - - - - - - - 150,000 - - - - 150,000 O Cannon River Preservation and Access:Waterford Bridge Restoration and Park Cons[ 2,420,000 - - 2,420,000 - - - - - - - - - - - - - - - - 2,420,000 O Lebanon Hills Regional Park and Spring Lake Park Reserve Retreat Centers Improvem 250,000 - - - - - - - - - - - - 118,955 - 131,045 - - - - 2,750,000 NEW Lake Byllesby Master Plan Improvements 735,500 - - 735,500 - - - - - - - - - - - - - - - - 2,535,500 2025 Park Development Subtotal: 7,106,866 - - 4,022,500 - - - 675,050 - - - - - 403,080 - 2,006,236 - - - - Natural Resources: P70000 Natural Resource Base Program Funding(Set-Aside) 1,163,500 - - 663,500 - - - - - - - - - - - - 500,000 - - - 11,166,987 2025 Natural Resources Subtotal: 1,163,500 - - 663,500 - - - - - - - - - - - - 500,000 - - - 2025 Total 24,286,049 75,000 - 4,686,000 - - - 4,672,517 3,400,000 - - - - 1,011,275 1,133,333 4,914,577 500,000 2,702,000 1,000,000 191,347 DRAFT as of September 11, 2024 15 Attachment: Draft Dakota County 2025-2029 Capital Improvement Program 2025-2029 Parks Capital Improvement Program 1 Minnesota Department of Environment Legacy- Department Transportation Acquisition Regional Parks and Other County Project Transportation/ and Natural State- Metropolitan General Environmental Transportation County Total Project Project Title Annual Cost City Outdoor of Advancement Opportunity Park Trails Legacy External Program Aid Park Fund County Levy Number Federal Highway Resources Heritage Bonding Transportatio Account(TAA) Funds(AOF) Bonding Funds(PTLF) Council Grant Funding (CPA) Fund Legacy Fund Sales Tax Funds Cost Administration Trust Fund n 2026 Section Planning: P80000 Park and Greenway Planning(Set-Aside) 250,000 - - - - - - 58,653 - - - - - - - - - - - 191,347 2,825,000 2026 Planning Subtotal: 250,000 - - - - - - 58,653 - - - - - - - - - - - 191,347 Acquisition: P00040 Park and Greenway Acquisitions(Set-Aside) 4,533,333 - - - - - - - 3,400,000 - - - - - 1,133,333 - - - - - 36,266,664 2026 Acquisition Subtotal: 4,533,333 - - - - - - - 3,400,000 - - - - - 1,133,333 - - - - - General: P00117 Grant Match(Set-Aside) 607,753 - - - - - - - - - - - - 202,584 - 405,169 - - - - 4,738,182 P40000 Parks Asset Preservation(Set-Aside) 1,000,000 - - - - - - - - - - - - - - - - - 1,000,000 - 8,550,000 NEW Urgent Improvement Projects 150,000 - - - - - - - - - - - - 150,000 - - - - - - 1,100,000 NEW Interpretive Projects-Set Aside 50,000 - - - - - - - - - - - - 50,000 - - - - - - 300,000 P00161 CIP Delivery Staff Chargeback 2,615,965 - - - - - - - - - - - - - - 2,615,965 - - - - 19,868,975 NEW Greenway Preservation(NEW) 500,000 - - - - - - 500,000 - - - - - - - - - - - - 3,000,000 2026 General Subtotal: 4,923,718 - - - - - - 500,000 - - - - - 402,584 - 3,021,134 - - 1,000,000 - Greenway Development: P62000 Greenway Enhancements(Set-Aside) 285,024 - - - - - - 57,005 - - - - - 228,019 - - - - - - 2,786,673 P50000 Greenway Collaborative(Set-Aside) 2,000,000 - - - - - - 1,200,000 - - - - - - - - - 800,000 - - 15,989,009 NEW Greenway Wayfinding Installation(Set-Aside) 250,000 - - - - - - 250,000 - - - - - - - - - - - - 1,925,000 NEW Lake Marion Greenway-Lakeville(Downtown to Holyoke)[city-led] 700,000 150,000 - - - - - 330,000 - - - - - - - - - 220,000 - - 800,000 NEW Mendota to Lebanon Hills Greenway-Cole Gap 250,000 - - - - - - 150,000 - - - - - - - - - 100,000 - - 2,550,000 NEW Mendota to Lebanon Hills GW-Eagan/IGH(LHRP to TH149) 1,890,000 - - - - - - 1,050,000 - - - - - - - - - 840,000 - - 2,190,000 NEW Mendota to Lebanon Greenway-Mendota Hills Gap 275,000 - - - - - - 165,000 - - - - - - - - - 110,000 - - 2,705,000 NEW North Creek Greenway-Vermillion River and South Creek-Farmington 1,974,720 - - - - - - 236,966 - - - 1,579,776 - - - - - 157,978 - - 2,374,720 NEW River to RiverGW-Mendota Heights TH149 Crossing and Trail improvements south: 3,672,000 - 2,080,000 - - - - 792,000 - - - - - - - - - 800,000 - - 3,672,000 2026 Greenway Development Subtotal: 11,296,744 150,000 2,080,000 - - - - 4,230,971 - - - 1,579,776 - 228,019 - - - 3,027,978 - - Park Development: P61000 Park Enhancements(Set-Aside) 367,692 - - - - - - - - - - - - 312,538 - 55,154 - - - - 3,744,597 NEW Lebanon Hills and Lake Byllesby Regional Parks:Campground Buildings and Beach He 2,000,000 - - - - - - - - - 2,000,000 - - - - - - - - - 6,633,095 NEW Lebanon Hills Regional Park-Sustainable Trail Improvements(Phase 2) 300,000 - - 300,000 - - - - - - - - - - - - - - - - 1,608,014 0 Lebanon Hills Visitor Center Improvements-Study and Design 150,000 - - - - - - - - - - - - 68,134 - 81,866 - - - - 4,150,000 0 Spring Lake Park Reserve-Park Entrance Road Paving 1,200,000 - - - - - 600,000 300,000 - - - - - - - - - 300,000 - - 1,200,000 2026 Park Development Subtotal: 4,017,692 - - 300,000 - - 600,000 300,000 - - 2,000,000 - - 380,672 - 137,020 - 300,000 - - Natural Resources: P70000 Natural Resource Base Program Funding(Set-Aside) 1,284,493 - - - - - - - - - - - 534,493 - - - 750,000 - - - 11,166,987 NEW Land Conservation 6,100,000 100,000 - - 6,000,000 - - - - - - - - - - - - - - - 9,625,000 2026 Natural Resources Subtotal: 7,384,493 100,000 - - 6,000,000 - - - - - - - 534,493 - - - 750,000 - - - 2026 Total 32,405,980 250,000 2,080,000 300,000 6,000,000 - 600,000 5,089,624 3,400,000 - 2,000,000 1,579,776 534,493 1,011,275 1,133,333 3,158,154 750,000 3,327,978 1,000,000 191,347 DRAFT as of September 11, 2024 16 Attachment: Draft Dakota County 2025-2029 Capital Improvement Program 2025-2029 Parks Capital Improvement Program 1 Minnesota Department of Environment Legacy- Department Transportation Acquisition Regional Parks and Other County Project Transportation/ and Natural State- Metropolitan General Environmental Transportation County Total Project Project Title Annual Cost City Outdoor of Advancement Opportunity Park Trails Legacy External Program Aid Park Fund County Levy Number Federal Highway Resources Fund Heritage Bonding Transportatio Account(TAA) Funds(AOF) Bonding Funds(PTLF) Council Grant Funding (CPA) Legacy Fund Sales Tax Funds Cost Administration Trust Fund n 2027 Section Planning: P80000 Park and Greenway Planning(Set-Aside) 250,000 - - - - - - 58,653 - - - - - - - - - - - 191,347 2,825,000 NEW NEW Park System Plan Updates-Misc Greenway Alignment Design and Engineering 250,000 - - - - - 150,000 - - - - - - - - - - 100,000 - - 750,000 2027 Planning Subtotal: 500,000 - - - - - 150,000 58,653 - - - - - - - - - 100,000 - 191,347 Acquisition: P00040 Park and Greenway Acquisitions(Set-Aside) 4,533,333 - - - - - - - 3,400,000 - - - - - 1,133,333 - - - - - 36,266,664 2027 Acquisition Subtotal: 4,533,333 - - - - - - - 3,400,000 - - - - - 1,133,333 - - - - - General: P00117 Grant Match(Set-Aside) 638,141 - - - - - - - - - - - - 212,714 - 425,427 - - - - 4,738,182 P40000 Parks Asset Preservation(Set-Aside) 1,000,000 - - - - - - - - - - - - - - - - - 1,000,000 - 8,550,000 NEW Urgent Improvement Projects 150,000 - - - - - - - - - - - - 150,000 - - - - - - 1,100,000 NEW Interpretive Projects-Set Aside 50,000 - - - - - - - - - - - - 50,000 - - - - - - 300,000 P00161 CIP Delivery Staff Chargeback 2,713,203 - - - - - - - - - - - - - - 2,713,203 - - - - 19,868,975 NEW Greenway Preservation(NEW) 500,000 - - - - - - 500,000 - - - - - - - - - - - - 3000,000 2027 General Subtotal: 5,051,344 - - - - - - 500,000 - - - - - 412,714 - 3,138,630 - - 1,000,000 - Greenway Development: P62000 Greenway Enhancements(Set-Aside) 301,775 - - - - - - 60,355 - - - - - 241,420 - - - - - - 2,786,673 P50000 Greenway Collaborative(Set-Aside) 2,000,000 - - - - - - 1,200,000 - - - - - - - - - 800,000 - - 15,989,009 NEW Greenway Wayfinding Installation(Set-Aside) 250,000 - - - - - - 250,000 - - - - - - - - - - - - 1,925,000 NEW Lake Marion Greenway-Dodd Road(CSAH 9)Underpass 60,000 - - - - - - 42,000 - - - - - - - - - 18,000 - - 60,000 NEW Mendota to Lebanon Hills Greenway-Cole Gap 300,000 - - - - - - 180,000 - - - - - - - - - 120,000 - - 2,550,000 P00145 North Creek GW-Apple Valley CSAH 42 Crossing 1,100,000 - - - - - - 660,000 - - - - - - - - - 440,000 - - 1,500,000 O Rosemount Greenway-Flint Hills Park to Mississippi River Greenway/Spring Lake 300,000 - - - - - - 180,000 - - - - - - - - - 120,000 - - 4,150,000 O Vermillion Highlands Greenway-155th to Whitetail Woods(UMORE Segment) 300,000 - - - - - - 180,000 - - - - - - - - - 120,000 - - 300,000 NEW Vermillion Highlands Greenway-Biscayne to Bella Vista 300,000 - - - - - - 180,000 - - - - - - - - - 120,000 - - 475,000 NEW Vermillion Highlands Greenway-Whitetail Woods to Farmington 2,160,000 - - - - - - 1,200,000 - - - - - - - - - 960,000 - - 2,585,000 O Vermillion River Greenway-Biscayne to Miles WMA 250,000 - - - - - - 150,000 - - - - - - - - - 100,000 - - 575,000 NEW Vermillion River Greenway-Denmark(CSAH 31)Crossing 60,000 - - - - - - 42,000 - - - - - - - - - 18,000 - - 60,000 2027 Greenway Development Subtotal: 7,381,775 - - - - - - 4,324,355 - - - - - 241,420 - - - 2,816,000 - - Park Development: P61000 Park Enhancements(Set-Aside) 404,460 - - - - - - - - - - - - 357,141 - 47,319 - - - - 3,744,597 NEW Lake Byllesby Master Plan Improvements 1,800,000 - - 900,000 - - - - - - 900,000 - - - - - - - - - 2,535,500 NEW Lebanon Hills Regional Park-Sustainable Trail Improvements(Phase 2) 1,308,014 - - 1,308,014 - - - - - - - - - - - - - - - - 1,608,014 NEW Lebanon Hills and Lake Byllesby Regional Parks:Campground Buildings and Beach He 2,000,000 - - - - - - - - 2,000,000 - - - - - - - - - - 6,633,095 NEW Thompson County Park Master Plan Improvements 15,000,000 - - - - 15,000,000 - - - - - - - - - - - - - - 27,867,000 NEW Whitetail Woods-Improvements-Future Phase 1,500,000 - - - - - - - - - 1,500,000 - - - - - - - - - 4,700,000 2027 Park Development Subtotal: 22,012,474 - - 2,208,014 - 15,000,000 - - - 2,000,000 2,400,000 - - 357,141 - 47,319 - - - - Natural Resources: NEW Land Conservation 125,000 125,000 - - - - - - - - - - - - - - - - - - 9,625,000 P70000 Natural Resource Base Program Funding(Set-Aside) 1,323,935 - - - - - - - - - - - 573,935 - - - 750,000 - - - 11,166,987 2027 Natural Resources Subtotal: 1,448,935 125,000 - - - - - - - - - - 573,935 - - - 750,000 - - - 2027 Total 40,927,861 125,000 - 2,208,014 - 15,000,000 150,000 4,883,008 3,400,000 2,000,000 2,400,000 - 573,935 1,011,275 1,133,333 3,185,949 750,000 2,916,000 1,000,000 191,347 DRAFT as of September 11, 2024 17 Attachment: Draft Dakota County 2025-2029 Capital Improvement Program 2025-2029 Parks Capital Improvement Program 1 Minnesota Department of Environment Legacy- Department Transportation Acquisition Regional Parks and Other County Project Transportation/ and Natural State- Metropolitan General Environmental Transportation County Total Project Project Title Annual Cost City Outdoor of Advancement Opportunity Park Trails Legacy External Program Aid Park Fund County Levy Number Federal Highway Resources Heritage Bonding Transportatio Account(TAA) Funds(AOF) Bonding Funds(PTLF) Council Grant Funding (CPA) Fund Legacy Fund Sales Tax Funds Cost Administration Trust Fund n 2028 Section Planning: P80000 Park and Greenway Planning(Sot-Aside) 250,000 - - - - - - 58,653 - - - - - - - - - - - 191,347 2,825,000 NEW NEW Park System Plan Updates-Misc Greenway Alignment Design and Engineering 250,000 - - - - - 150,000 - - - - - - - - - - 100,000 - - 750,000 2028 Planning Subtotal: 500,000 - - - - - 150,000 58,653 - - - - - - - - - 100,000 - 191,347 Acquisition: P00040 Park and Greenway Acquisitions(Set-Aside) 4,533,333 - - - - - - - 3,400,000 - - - - - 1,133,333 - - - - - 36,266,664 2028 Acquisition Subtotal: 4,533,333 - - - - - - - 3,400,000 - - - - - 1,133,333 - - - - - General: P00117 Grant Match(Set-Aside) 650,048 - - - - - - - - - - - - 221,016 - 429,032 - - - - 4,738,182 P40000 Parks Asset Preservation(Set-Aside) 1,000,000 - - - - - - - - - - - - - - - - - 1,000,000 - 8,550,000 NEW Urgent Improvement Projects 150,000 - - - - - - - - - - - - 150,000 - - - - - - 1,100,000 NEW Interpretive Projects-Set Aside 50,000 - - - - - - - - - - - - 50,000 - - - - - - 300,000 P00161 CIP Delivery Staff Chargeback 2,814,332 - - - - - - - - - - - - - - 2,814,332 - - - - 19,868,975 NEW Greenway Preservation(NEW) 500,000 - - - - - - 500,000 - - - - - - - - - - - - 3,000,000 2028 General Subtotal: 5,164,380 - - - - - - 500,000 - - - - - 421,016 - 3,243,364 - - 1,000,000 - Greenway Development: P62000 Greenway Enhancements(Set-Aside) 319,364 - - - - - - 107,275 - - - - - 212,089 - - - - - - 2,786,673 P50000 Greenway Collaborative(Set-Aside) 2,000,000 - - - - - - 1,200,000 - - - - - - - - - 800,000 - - 15,989,009 NEW Greenway Wayfinding Installation(Set-Aside) 250,000 - - - - - - 250,000 - - - - - - - - - - - - 1,925,000 O Lake Marion Greenway-Cedar Avenue to Denmark 300,000 - - - - - - 180,000 - - - - - - - - - 120,000 - - 300,000 NEW Mendota to Lebanon Hills Greenway-Cole Gap 1,000,000 - - - - - - 600,000 - - - - - - - - - 400,000 - - 2,550,000 NEW Mendota to Lebanon Hills GW-Eagan/IGH TH55&CSAH28 Crossings 400,000 - - - - - - 240,000 - - - - - - - - - 160,000 - - 4,650,000 NEW Mendota to Lebanon Greenway-Mendota Hills Gap 2,430,000 - - - - - - 1,350,000 - - - - - - - - - 1,080,000 - - 2,705,000 O Rosemount Greenway-Flint Hills Park to Mississippi River Greenway/Spring Lake 350,000 - - - - - - 210,000 - - - - - - - - - 140,000 - - 4,150,000 O Rosemount Greenway-Bonaire to Lebanon Hills 300,000 - - - - - - 180,000 - - - - - - - - - 120,000 - - 300,000 O Vermillion River Greenway-Biscayne to Miles WMA 325,000 - - - - - - 195,000 - - - - - - - - - 130,000 - - 575,000 2028 Greenway Development Subtotal: 7,674,364 - - - - - - 4,512,275 - - - - - 212,089 - - - 2,950,000 - - Park Development: P61000 Park Enhancements(Set-Aside) 444,906 - - - - - - - - - - - - 378,170 - 66,736 - - - - 3,744,597 O Lebanon Hills Visitor Center Improvements-Study and Design 2,000,000 - - - - - - - - 2,000,000 - - - - - - - - - - 4,150,000 P00148 Spring Lake Park Reserve Master Plan Improvements-River Access and Site Program 2,000,000 - - 2,000,000 - - - - - - - - - - - - - - - - 17,378,947 NEW Thompson County Park Master Plan Improvements 10,000,000 - - - - 10,000,000 - - - - - - - - - - - - - - 27,867,000 NEW Whitetail Woods-Improvements-Future Phase 3,200,000 - - 750,000 - - - - - - 2,450,000 - - - - - - - - - 4,700,000 2028 Park Development Subtotal: 17,644,906 - - 2,750,000 - 10,000,000 - - - 2,000,000 2,450,000 - - 378,170 - 66,736 - - - - Natural Resources: P70000 Natural Resource Base Program Funding(Set-Aside) 1,362,623 - - - - - - - - - - - 612,623 - - - 750,000 - - - 11,166,987 NEW Land Conservation 3,150,000 150,000 - - 3,000,000 - - - - - - - - - - - - - - - 9,625,000 2028 Natural Resources Subtotal: 4,512,623 150,000 - - 3,000,000 - - - - - - - 612,623 - - - 750,000 - - - 2028 Total 40,029,606 150,000 - 2,750,000 3,000,000 10,000,000 150,000 5,070,928 3,400,000 2,000,000 2,450,000 - 612,623 1,011,275 1,133,333 3,310,100 750,000 3,050,000 1,000,000 191,347 DRAFT as of September 11, 2024 18 Attachment: Draft Dakota County 2025-2029 Capital Improvement Program 2025-2029 Parks Capital Improvement Program 1 Minnesota Department of Environment Legacy- Department Transportation Acquisition Regional Parks and Other County Project Transportation/ and Natural State- Metropolitan General Environmental Transportation County Total Project Project Title Annual Cost City Outdoor of Advancement Opportunity Park Trails Legacy External Program Aid Park Fund County Levy Number Federal Highway Resources Fund Heritage Bonding Transportatio Account(TAA) Funds(AOF) Bonding Funds(PTLF) Council Grant Funding (CPA) Legacy Fund Sales Tax Funds Cost Administration Trust Fund n 2029 Section Planning: P80000 Park and Greenway Planning(Set-Aside) 250,000 - - - - - - 58,653 - - - - - - - - - - - 191,347 2,825,000 NEW NEW Park System Plan Updates-Misc Greenway Alignment Design and Engineering 250,000 - - - - - 150,000 - - - - - - - - - - 100,000 - - 750,000 2029 Planning Subtotal: 500,000 - - - - - 150,000 58,653 - - - - - - - - - 100,000 - 191,347 Acquisition: P00040 Park and Greenway Acquisitions(Set-Aside) 4,533,333 - - - - - - - 3,400,000 - - - - - 1,133,333 - - - - - 36,266,664 2029 Acquisition Subtotal: 4,533,333 - - - - - - - 3,400,000 - - - - - 1,133,333 - - - - - General: P00161 CIP Delivery Staff Chargeback 2,919,230 - - - - - - - - - - - - - - 2,919,230 - - - - 19,868,975 P00117 Grant Match(Set-Aside) 662,177 - - - - - - - - - - - - 229,642 - 432,535 - - - - 4,738,182 NEW Greenway Preservation(NEW) 500,000 - - - - - - 500,000 - - - - - - - - - - - - 3,000,000 NEW Interpretive Projects-Set Aside 50,000 - - - - - - - - - - - - 50,000 - - - - - - 300,000 P40000 Parks Asset Preservation(Set-Aside) 1,000,000 - - - - - - - - - - - - - - - - - 1,000,000 - 8,550,000 NEW Urgent Improvement Projects 150,000 - - - - - - - - - - - - 150,000 - - - - - - 1,100,000 2029 General Subtotal: 5,281,407 - - - - - - 500,000 - - - - - 429,642 - 3,351,765 - - 1,000,000 - Greenway Development: P50000 Greenway Collaborative(Set-Aside) 2,000,000 - - - - - - 1,200,000 - - - - - - - - - 800,000 - - 15,989,009 P62000 Greenway Enhancements(Set-Aside) 332,562 - - - - - - 166,916 - - - - - 165,646 - - - - - - 2,786,673 NEW Greenway Wayfinding Installation(Set-Aside) 250,000 - - - - - - 250,000 - - - - - - - - - - - - 1,925,000 NEW Lake Marion GW-Lakeville CSAH23 Crossing 325,000 - - - - - - 195,000 - - - - - - - - - 130,000 - - 325,000 NEW Lake Marion Greenway-Lakeville(Holyoke to CSAH23)[city-led] 300,000 - - - - - - 180,000 - - - - - - - - - 120,000 - - 1,380,000 O Lake Marion Greenway-Ritter Farm to Murphy-Hanrehan Park Reserve 300,000 - - - - - - 180,000 - - - - - - - - - 120,000 - - 3,800,000 NEW Mendota to Lebanon Hills Greenway-Cole Gap 1,000,000 - - - - - - 600,000 - - - - - - - - - 400,000 - - 2,550,000 NEW Mendota to Lebanon Hills GW-Eagan/IGH TH55&CSAH28 Crossings 750,000 - - - - - - 450,000 - - - - - - - - - 300,000 - - 4,650,000 2029 Greenway Development Subtotal: 5,257,562 - - - - - - 3,221,916 - - - - - 165,646 - - - 1,870,000 - - Park Development: P61000 Park Enhancements(Set-Aside) 489,397 - - - - - - - - - - - - 415,987 - 73,410 - - - - 3,744,597 O Lebanon Hills Regional Park and Spring Lake Park Reserve Retreat Centers Improvem 2,500,000 - - - - - - - - - 2,500,000 - - - - - - - - - 2,750,000 O Lebanon Hills Visitor Center Improvements-Study and Design 2,000,000 - - - - - - - - 2,000,000 - - - - - - - - - - 4,150,000 P00148 Spring Lake Park Reserve Master Plan Improvements-River Access and Site Program 8,000,000 - - 4,000,000 - 4,000,000 - - - - - - - - - - - - - - 17,378,947 2029 Park Development Subtotal: 12,989,397 - - 4,000,000 - 4,000,000 - - - 2,000,000 2,500,000 - - 415,987 - 73,410 - - - - Natural Resources: NEW Land Conservation 175,000 175,000 - - - - - - - - - - - - - - - - 9,625,000 P70000 Natural Resource Base Program Funding(Set-Aside) 1,403,500 - - - - - - - - - - - 653,500 - - - 750,000 - - - 11,166,987 2029 Natural Resources Subtotal: 1,578,500 175,000 - - - - - - - - - - 653,500 - - - 750,000 - 2029 Total 30,140,199 175,000 - 4,000,000 - 4,000,000 150,000 3,780,569 3,400,000 2,000,000 2,500,000 - 653,500 1,011,275 1,133,333 3,425,175 750,000 1,970,000 1,000,000 191,347 DRAFT as of September 11, 2024 19 Attachment: Draft Dakota County 2025-2029 Capital Improvement Program 2025-2029 Parks Capital Improvement Program Minnesota Department of Environment Legacy- Department Transportation Acquisition Regional Parks and Other County Transportation/ and Natural State- Metropolitan General Environmental Transportation County Summary by Year Annual Cost City Federal Highway Resources Outdoor Bonding of Advancement Opportunity Park Trails Legacy Council External Program Aid Fund Park Fund Legacy Fund Sales Tax Funds County Levy Administration Trust Fund Heritage Transportatio Account(TAA) Funds(AOF) Bonding Funds(PTLF) Grant Funding (CPA) n !1:11 24,286,049 75,000 4,686,000 IM:P=1 3,400,000!1!1!1!IMEMEITI® 4,914,577 500,000 2,702,000 1,000,000 !IMEI 32,405,980 250,000 2,080,000 300,000 6,000,000 600,000 5,089,624 3,400,000 2,000,000 M011=1 534,493 morasimosummon 750,000 MD= 1,000,000 MMESI !1:31 40,927,861 125,000 2,208,014 15,000,000 150,000 4,883,008 3,400,000 2,000,000 2,400,000 limignimacpsi® 3,185,949 750,000 2,916,000 1,000,000 !Ipri 40,029,606 150,000 2,750,000 3,000,000 10,000,000 150,000 5,070,928 3,400,000 2,000,000 2,450,000 limiggmExEmpi® 3,310,100 750,000 3,050,000 1,000,000 MEM !IMI 30,140,199 175,000 4,000,000 4,000,000 150,000 3,780,569 3,400,000 2,000,000 2,500,000 653,500 ExnEsiszommommi 750,000 1,970,000 1,000,000 775,000 2,080,000.3=0:1 9,000,000 29,000,000 1,050,000=3=3 17,000,000 6,000,000 9,350,000 weirammiNzmmimma17,993,954 3,500,000 WZ=1 5,000,000 Department of Environment Minnesota Legacy- Department Transportation Acquisition Regional Parks and Speculative County Transportation/ and Natural State- Metropolitan General Environmental Transportation County Summary by Function Total Cost City Outdoor of Advancement Opportunity Park Trails Legacy External Program Aid Park Fund County Levy Federal Highway Resources Heritage Bonding Transportatio Account(TAA) Funds(AOF) Bonding Funds(PTLF) Council Funding (CPA) Fund Legacy Fund Sales Tax Funds Administration Trust Fund n 2,075,000 1 450,000111111111111 300,000 IIMMEZ1 Acquisition 22,666,665 11 17,000,000 IIII 5,666,665 1 ZIMEIMMOrni 75,000 1 2,500,000 l it l 2,058,894 11.13=1111 5,000,000 Greenway Development WM= 150,000 2,080,000 III=371MillilIMOIMEll 1,062,431 11=11=11111 Park Development WilM3lllllllllllllllllllls1 11 29,000,000 600,000 975,050 6,000,000 9,350,000 III 1,935,050 IIME11=111 300,000 III 16,088,051 550,000 663,500 9,000,000 IM11233111111 3,500,000 1 =Elm= 775,000 2,080,000®" " 9,000,000 29,000,000 1,050,000=1=13 17,000,000 6,000,000 9,350,000 mizsmmEmimasni 17,993,954 3,500,000 MaZEMEI 5,000,000 DRAFT as of September 11, 2024 20 Attachment: Draft Dakota County 2025-2029 Capital Improvement Program 2025-2029 Transportation Capital Improvement Program Gravel Tax Transportation Advance Fund Project Number Road Segment Short Description City Location 1111=11nual Cost State CSAH TAA Other Wheelage Tax Sales Tax City and Category Lead Agency M 2025 Section - PRESERVATION: Gravel Highway Surface 1,100,000 - - - - - 250,000 - - 850,000 - Transportation Dakota County Gravel Highway Surface Repairs 50,000 - - - - - - - - 50,000 - Transportation Dakota County Paved Highway Surface 8,200,000 - - - 3,700,000 4,500,000 - - - - - Transportation Dakota County Pedestrian&Bicycle Facilities 1,300,000 - - - - - - 1,300,000 - - - Transportation Retaining Wall Maintenance 330,000 - - - 230,000 - - - - 100,000 - Transportation Dakota County Storm Sewer System Maintenance Storm Sewer Repair 400,000 80,000 - - 250,000 - - - - 70,000 - Transportation Dakota County/Cities Traffic Safety&Operation Pavement Markings 350,000 - - - - - - - - 350,000 - Transportation Dakota County T42172 42-172 CSAH 42 147th St to CSAH 33(Diamond Path) Construction Apple Valley 8,000,000 500,000 2,500,000 - 2,000,000 3,000,000 - - - - - Transportation Dakota County 2025 Sales&Use Tax Subtotal-Preservation: - - - - - - - - - - - 2025 Transportation Subtotal-Preservation: 19,730,000 580,000 2,500,000 - 6,180,000 7,500,000 250,000 1,300,000 - 1,420,000 - 2025 Subtotal-Preservation: 19,730,000 580,000 2,500,000 - 6,180,000 7,500,000 250,000 1,300,000 - 1,420,000 - MANAGEMENT: Jurisdictional Classification 2,880,000 - - - - - - - - 2,880,000 - Transportation Dakota County ROW Preservation&Management 500,000 125,000 - - - - - - - 375,000 - Transportation Dakota County Safety&Management 1,500,000 - - - 500,000 - - - - 1,000,000 - Transportation Dakota County Signal Revisions/Communications 300,000 50,000 - - 50,000 - - - - 200,000 - Transportation Dakota County T04017 04-017 CR 4 TH 952(Robert St)to TH 52 Construction-M&O,Trail Gap(WSP lead) West St Paul 2,500,000 - - - - 700,000 - 1,800,000 - - - Transportation West St Paul T31118 31-118 CSAH 31 at Upper 147th Street Intersection Improvements-ROW Acquisition Apple Valley 50,000 - 50,000 - - - - - Transportation Dakota County T32113 32-113 CSAH 32 at the I-35W east frontage road ROW Acquisition Burnsville 500,000 150,000 - - - 350,000 - - - - - Transportation Dakota County T42161 42-161 CSAH 42 Between 1st Street and Riverdale Drive ROW Acquisition Hastings 50,000 7,500 42,500 - - - - - Transportation Dakota County ST42164 42-164 CSAH 42 at I-35W SB Exit to Burnsville Center Construction(MnDOT lead) Burnsville 4,830,000 - - - - - - - 4,830,000 - - Sales&Use Tax MnDOT T42167 42-167 CSAH 42 CSAH 5 to Nicollet Avenue Trail Gap-ROW Acquisition Burnsville 300,000 45,000 255,000 - - - - - Transportation Dakota County ST42174 42-174 CSAH 42 at TH 52 interchange ROW Acquisition Rosemount 400,000 60,000 - - - - - - 340,000 - - Sales&Use Tax Dakota County T50037 50-037 CSAH 50 at Hamburg Avenue Construct Roundabout Lakeville 2,250,000 - 2,250,000 - - - - - Transportation Dakota County T64028 64-028 CR 64 at Eureka Avenue Intersection Improvements-Construction Farmington 800,000 - - - - 800,000 - - Transportation Dakota County T73035 73-035 Trail Gap CSAH 73 from Upper 55th St to 1-494 Construct Trail Gap(IGH lead) Inver Grove Heights 1,200,000 - - - 1,200,000 - - - - - - Transportation Inver Grove Heights T73038 73-038 CR 73 at Connemara Trail ROW Acquisition Roundabout(Rosemount lead) Rosemount 44,000 - - - - - - - - 44,000 - Transportation Rosemount T86043 86-043 CSAH 86 at TH 56 ROW Acquisition Roundabout Randolph Township 400,000 - - 200,000 200,000 - - - - - - Transportation Dakota County T86044 86-044 CSAH 86 at TH 3 ROW Acquisition Roundabout Castle Rock Township 2,500,000 - - 1,250,000 1,250,000 - - - - - - Transportation Dakota County 2025 Sales&Use Tax Subtotal-Management: 5,230,000 60,000 - - - - - - 5,170,000 - - 2025 Transportation Subtotal-Management: 15,774,000 377,500 - 1,450,000 5,797,500 1,050,000 - 2,600,000 - 4,499,000 - 2025 Subtotal-Management: 21,004,000 437,500 - 1,450,000 5,797,500 1,050,000 - 2,600,000 5,170,000 4,499,000 - REPLACEMENT&MODERNIZATION: Traffic Signal-New/Replacement Replace/New/Geometrics 1,350,000 675,000 - - 675,000 - - - - - - Transportation Dakota County T05058 05-058 CSAH 5 at Southcross Drive Signal Replacement-ROW,Construction Burnsville 1,090,000 401,000 - - 689,000 - - - - - - Transportation Dakota County T32115 32-115 CSAH 32 1-35W Bridge Replacement at CSAH 32 Construction(MnDOT lead) Burnsville 300,000 - - - - 300,000 - - - - - Transportation MnDOT T42177 42-177 CSAH 42 at Garrett Ave;at CSAH 31(Pilot Knob Rd) Signal Replacement-ROW,Construction Apple Valley 3,600,000 1,000,000 - - 2,600,000 - - - - - - Transportation Dakota County T42179 42-179 CSAH 42 W of Business Pkwy to 800'E of Biscayne Ave ROW Acquisition Rosemount 650,000 97,500 552,500 - - - - - Transportation Dakota County ST47047 47-047 CSAH 47 North of CSAH 86 to TH 50 ROW Acquisition Castle Rock Twp,Hampton Twp,Hampton 1,500,000 - - - - - - - 1,500,000 - - Sales&Use Tax Dakota County ST91030 91-030 CSAH 91 Miesville Tr to TH 61 Construction Miesville,Douglas Twp 5,000,000 - - - - - - - 5,000,000 - - Sales&Use Tax Dakota County 2025 Sales&Use Tax Subtotal-Replacement&Modernization: 6,500,000 - - - - - - - 6,500,000 - - 2025 Transportation Subtotal-Replacement&Modernization: 6,990,000 2,173,500 - - 4,516,500 300,000 - - - - - 2025 Subtotal-Replacement&Modernization: 13,490,000 2,173,500 - - 4,516,500 300,000 - - 6,500,000 - - EXPANSION: ST60027 60-027 CSAH 60 E of CSAH 50 to CSAH 9(Dodd Blvd) School Safety-Construction(Lakeville lead) Lakeville 10,183,205 - - - - - - - 5,600,763 - 4,582,442 Sales&Use Tax Lakeville T97231 97-231 179th St Eagleview Dr to 800'E of Eagleview Dr Construction(Lakeville lead) Lakeville 500,000 - - - - - - - - 500,000 - Transportation Lakeville 2025 Sales&Use Tax Subtotal-Expansion: 10,183,205 - - - - - - - 5,600,763 - 4,582,442 2025 Transportation Subtotal-Expansion: 500,000 - - - - - - - - 500,000 - 2025 Subtotal-Expansion: 10,683,205 - - - - - - - 5,600,763 500,000 4,582,442 RESOURCES: Attorney Reimbursement 288,954 - - - - - - - - 288,954 - Transportation Dakota County Consultant Construction Administration 600,000 90,000 - - 300,000 - - - - 210,000 - Transportation Dakota County Future Studies/Professional Services 500,000 75,000 - - - - - - - 425,000 - Transportation Dakota County ST00009 ST00009 Sales&Use Tax Fund-Staff Reimbursement to Operations 2,067,497 - - - - - - - 2,067,497 - - Sales&Use Tax Dakota County Township Road Distribution 20,900 - - - - - - - - 20,900 - Transportation Dakota County Trails Trail Gap-Location TBD Design 778,000 116,700 - - 61,300 600,000 - - - - - Transportation Cities Transportation CIP Reimbursement to Operations 3,479,276 347,928 - - 2,435,478 - - 300,000 - 395,870 - Transportation Dakota County T09065 09-065 CSAH 9 208th St to CSAH 50(Kenwood Trail) Design(Lakeville lead) Lakeville 765,000 - - - 765,000 - - - - - - Transportation Lakeville T23088 23-088 CSAH 23 CSAH 9(179th St)to CSAH 42(150th St) Design Apple Valley,Lakeville 325,000 - - - 325,000 - - - - - - Transportation Dakota County T26060 26-060 CSAH 26 TH 3 to CSAH 73(Babcock Trail) Design Inver Grove Heights 600,000 90,000 - - 510,000 - - - - - - Transportation Dakota County T26068 26-068 CSAH 26 CSAH 73(Babcock Trail)to 1000'E of Cahill Design Inver Grove Heights 400,000 60,000 - - 340,000 - - - - - - Transportation Dakota County T28048 28-048 CSAH 28 TH 3 to CSAH 73(Babcock Trail) Prelim Eng(Inver Grove Heights lead) Inver Grove Heights 450,000 202,500 - - 247,500 - - - - - - Transportation Inver Grove Heights ST31115 31-115 CSAH 31 CSAH 74(Ash St)to CSAH 50(212th St) Design Farmington 850,000 127,500 - - - 122,500 - - 600,000 - - Sales&Use Tax Dakota County T31118 31-118 CSAH 31 at Upper 147th Street Intersection Improvements-Design Apple Valley 250,000 - - - 250,000 - - - - - - Transportation Dakota County T38067 38-067 CSAH 38 Johnny Cake Ride Road to Everest Trail Trail Gap-Preliminary Engineering Apple Valley 75,000 11,250 - - 63,750 - - - - - - Transportation Dakota County T42161 42-161 CSAH 42 between 1st Street and Riverdale Drive Design Hastings 150,000 22,500 - - 127,500 - - - - - - Transportation Dakota County T42173 42-173 CSAH 42 CSAH 33(Diamond Path)to TH 3 Design Apple Valley,Rosemount 275,000 - - - 275,000 - - - - - - Transportation Dakota County T42179 42-179 CSAH 42 W of Business Pkwy to 800'E of Biscayne Ave Design Rosemount 350,000 68,250 - - 281,750 - - - - - - Transportation Dakota County T42180 42-180 CSAH 42 TH 3 to CR 73/Akron Ave Trail Gap-Preliminary Engineering Rosemount 500,000 75,000 - - 425,000 - - - - - - Transportation Dakota County ST47048 47-048 CSAH 47 TH 3 to north of CSAH 86 Design Waterford Twp,Sciota Twp,Castle Rock Twp 200,000 - - - - - - - 200,000 - - Sales&Use Tax Dakota County ST54011 54-011 CSAH 54 Hastings City limit to CSAH 68 Design Ravenna Township 1,425,000 - - - - - - - 1,425,000 - - Sales&Use Tax Dakota County T64027 64-027 CR 64 Flagstaff Avenue from 200th Street to 195th Street Preliminary Engineering(Farmington lead) Farmington 35,000 - - - - - - - - 35,000 - Transportation Farmington 5T74011 74-011 CSAH 74 CSAH 31(Denmark Ave)to Honeysuckle Ln Design Farmington 350,000 52,500 - - - 97,500 - - 200,000 - - Sales&Use Tax Dakota County T97223 97-223 CSAH 71,CSAH 73 CSAH 71(Rich Valley Blvd),CSAH 73(Barnes Ave,Babcock TrI) Prelim Eng-Bike/Ped Improvements Inver Grove Heights 350,000 - - - - - - - - 350,000 - Transportation Dakota County 2025 Sales&Use Tax Subtotal-Resources: 4,892,497 180,000 - - - 220,000 - - 4,492,497 - - 2025 Transportation Subtotal-Resources: 10,192,130 1,159,128 - - 6,407,278 600,000 - 300,000 - 1,725,724 - 2025 Subtotal-Resources: 15,084,627 1,339,128 - - 6,407,278 820,000 - 300,000 4,492,497 1,725,724 - DRAFT as of September 11 , 2024 21 Attachment: Draft Dakota County 2025-2029 Capital Improvement Program 2025-2029 Transportation Capital Improvement Program Gravel Tax Transportation Advance Fund Project Number Road Segment Short Description City Location IIIIIMinual Cost State CSAH TAA Other Wheelage Tax Sales Tax City und Category Lead Agency TRANSIT: ST00005 ST00005 Transit Service Expansion Capital and Operating-Set aside Set Aside Various/TBD 420,000 - - - - - - - 420,000 - - Sales&Use Tax 2025 Sales&Use Tax Subtotal-Transit: 420,000 - - - - - - - 420,000 - - 2025 Transportation Subtotal-Transit: - - - - - - - - - - - 2025 Subtotal-Transit: 420,000 - - - - - - - 420,000 - - 2025 Sales&Use Tax Subtotal: 27,225,702 240,000 - - - 220,000 - - 22,183,260 - 4,582,442 2025 Transportation Subtotal: 53,186,130 4,290,128 2,500,000 1,450,000 22,901,278 9,450,000 250,000 4,200,000 - 8,144,724 - 2025 Grand Total 80,411,832 4,530,128 2,500,000 1,450,000 22,901,278 9,670,000 250,000 4,200,000 22,183,260 8,144,724 4,582,442 DRAFT as of September 11, 2024 22 Attachment: Draft Dakota County 2025-2029 Capital Improvement Program 2025-2029 Transportation Capital Improvement Program Gravel Tax Transportation Advance Fund Project Number Road Segment Short Description City Location nual Cost State CSAH TAA Other Wheelage Tax Sales Tax City and Category Lead Agency M 2026 Section - PRESERVATION: Gravel Highway Surface 400,000 - - - - - - - - 400,000 - Transportation Dakota County Gravel Highway Surface Repairs 50,000 - - - - - - - - 50,000 - Transportation Dakota County Paved Highway Surface 8,200,000 - - - 3,500,000 4,450,000 250,000 - - - - Transportation Dakota County Pedestrian&Bicycle Facilities 1,300,000 - - - - 750,000 - - - 550,000 - Transportation Retaining Wall Maintenance 430,000 - - - 330,000 - - - - 100,000 - Transportation Dakota County Storm Sewer System Maintenance Storm Sewer Repair 400,000 80,000 - - 250,000 - - - - 70,000 - Transportation Dakota County/Cities Traffic Safety&Operation Pavement Markings 400,000 - - - - - - - - 400,000 - Transportation Dakota County T23088 23-088 CSAH 23 CSAH 9(179th St)to CSAH 42(150th St) ROW Acquisition Apple Valley,Lakeville 100,000 - - - 100,000 - - - - - - Transportation Dakota County T42173 42-173 CSAH 42 CSAH 33(Diamond Path)to TH 3 ROW Acquisition Apple Valley,Rosemount 100,000 - - - 100,000 - - - - - - Transportation Dakota County 2026 Sales&Use Tax Subtotal-Preservation: - - - - - - - - - - - 2026 Transportation Subtotal-Preservation: 11,380,000 80,000 - - 4,280,000 5,200,000 250,000 - - 1,570,000 - 2026 Subtotal-Preservation: 11,380,000 80,000 - - 4,280,000 5,200,000 250,000 - - 1,570,000 - MANAGEMENT: Jurisdictional Classification CR 94 4,610,000 - - - - - - - - 4,610,000 - Transportation Dakota County ROW Preservation&Management 500,000 125,000 - - - - - - - 375,000 - Transportation Dakota County Safety&Management 1,500,000 - - - 500,000 - - - - 1,000,000 - Transportation Dakota County Signal Revisions/Communications 300,000 50,000 - - 50,000 - - - - 200,000 - Transportation Dakota County T04018 04-018 CR 4 CSAH 63(Delaware Ave)to Smith Ave School Safety-Construction West St Paul 400,000 12,000 320,000 - - - - - - 68,000 - Transportation Dakota County T31111 31-111 CSAH 31 CSAH 50(212th St)to CR/CSAH 64(195th St) Construction-Trail Gap(Farmington lead) Farmington 2,975,000 - - - 2,675,000 - - - - 300,000 - Transportation Farmington T31118 31-118 CSAH 31 at Upper 147th St Intersection Improvements-Construction Apple Valley 3,000,000 - - - 3,000,000 - - - - - - Transportation Dakota County T32093 32-093 CSAH 32 Johnny Cake Ridge Rd to CSAH 31(Pilot Knob Rd) Construction Eagan 1,900,000 395,000 - - 1,505,000 - - - - - - Transportation Dakota County T42161 42-161 CSAH 42 Between 1st St and Riverdale Dr Construction Hastings 1,200,000 180,000 - - 1,020,000 - - - - - - Transportation Dakota County 5T42163 42-163 CSAH 42 Redwood Dr to 147th St Construction Apple Valley 17,300,000 1,614,000 6,540,000 - - 750,000 - - 8,396,000 - - Sales&Use Tax Dakota County T42167 42-167 CSAH 42 CSAH 5 to Nicollet Ave Trail Gap-Construction Burnsville 1,805,000 54,150 - 1,444,000 306,850 - - - - - - Transportation Dakota County 5T42174 42-174 CSAH 42 at TH 52 interchange Construction Rosemount 4,000,000 240,000 - 2,400,000 - - - - 1,360,000 - - Sales&Use Tax Dakota County T42175 42-175 CSAH 42 east of CR 73(Akron Ave) Pedestrian Underpass Construction Rosemount 2,125,000 - - - 2,125,000 - - - - - - Transportation Dakota County T43057 43-057 CSAH 43 Keefe St to TH 55 Trail Gap-ROW Acquisition Eagan 50,000 7,500 - - 42,500 - - - - - - Transportation Dakota County T73038 73-038 CR 73 at Connemara Trail Construct Roundabout(Rosemount lead) Rosemount 962,500 - - - - - - - - 962,500 - Transportation Rosemount T85025 85-025 CSAH 85 at TH 50(240th St E) Construction(MnDOT lead) New Trier 900,000 - - - 450,000 - - - - 450,000 - Transportation MnDOT T86043 86-043 CSAH 86 at TH 56 Construct Roundabout Randolph Township 1,909,600 - 1,718,640 95,480 95,480 - - - - - - Transportation Dakota County T86044 86-044 CSAH 86 at TH 3 Construct Roundabout Castle Rock Township 2,062,712 - 1,856,440 103,136 103,136 - - - - - - Transportation Dakota County T99014 99-014 Trail Gap CSAH 42 from Flagstaff Ave to CSAH 31 Construct Trail Gap Apple Valley 3,100,000 80,000 - - 3,020,000 - - - - - - Transportation Dakota County 2026 Sales&Use Tax Subtotal-Management: 21,300,000 1,854,000 6,540,000 2,400,000 - 750,000 - - 9,756,000 - - 2026 Transportation Subtotal-Management: 29,299,812 903,650 3,895,080 1,642,616 14,892,966 - - - - 7,965,500 - 2026 Subtotal-Management: 50,599,812 2,757,650 10,435,080 4,042,616 14,892,966 750,000 - - 9,756,000 7,965,500 - REPLACEMENT&MODERNIZATION: Traffic Signal-New/Replacement Replace/New/Geometrics 1,350,000 675,000 - - 675,000 - - - - - - Transportation Dakota County T09065 09-065 CSAH 9 208th St to CSAH 50(Kenwood Trail) ROW Acquisition(Lakeville lead) Lakeville 1,530,000 - - - 1,530,000 - - - - - - Transportation Lakeville T26060 26-060 CSAH 26 Allen Way to CSAH 73(Babcock Tr!) ROW Acquisition Inver Grove Heights 1,200,000 180,000 - - 1,020,000 - - - - - - Transportation Dakota County T26068 26-068 CSAH 26 CSAH 73(Babcock Tr!)to 1000'E of Cahill Ave ROW Acquisition Inver Grove Heights 100,000 15,000 - - 85,000 - - - - - - Transportation Dakota County ST31115 31-115 CSAH 31 CSAH 74(Ash St)to CSAH 50(212th St) ROW Acquisition Farmington 700,000 105,000 - - - 45,000 - - 550,000 - - Sales&Use Tax Dakota County T42179 42-179 CSAH 42 W of Business Pkwy to 800'E of Biscayne Ave Construction Rosemount 2,500,000 487,500 - - 2,012,500 - - - - - - Transportation Dakota County ST47047 47-047 CSAH 47 North of CSAH 86(280th St)to TH 50 Construction Castle Rock Twp,Hampton Twp,Hampton 13,000,000 - - - - - - - 13,000,000 - - Sales&Use Tax Dakota County ST47048 47-048 CSAH 47 TH 3 to North of CSAH 86(280th St) ROW Acquisition Waterford Twp,Sciota Twp,Castle Rock Twp 1,500,000 - - - - - - - 1,500,000 - - Sales&Use Tax Dakota County ST54011 54-011 CSAH 54 Hastings City limit to CSAH 68(200th St) ROW Acquisition Ravenna Township 2,500,000 - - - - - - - 2,500,000 - - Sales&Use Tax Dakota County T63033 63-033 CSAH 63 Marie Ave to TH 149(Dodd Rd) Construction Mendota Heights,West St Paul 7,000,000 1,050,000 - - 5,850,000 - - - - 100,000 - Transportation Dakota County ST74011 74-011 CSAH 74 CSAH 31(Denmark Ave)to Honeysuckle Ln ROW Acquisition Farmington 350,000 52,500 - - - 47,500 - - 250,000 - - Sales&Use Tax Dakota County 2026 Sales&Use Tax Subtotal-Replacement&Modernization: 18,050,000 157,500 - - - 92,500 - - 17,800,000 - - 2026 Transportation Subtotal-Replacement&Modernization: 13,680,000 2,407,500 - - 11,172,500 - - - - 100,000 - 2026 Subtotal-Replacement&Modernization: 31,730,000 2,565,000 - - 11,172,500 92,500 - - 17,800,000 100,000 - EXPANSION: ST50033 50-033 CSAH 50 at 1-35 Interchange ROW Acquisition Lakeville 6,565,060 - - 3,651,200 - - - - 2,258,240 - 655,620 Sales&Use Tax Dakota County T97215 97-215 179th St 179th St Bridge at North Creek Construction(Lakeville lead) Lakeville 8,275,000 - - - - 2,044,879 - 4,200,000 - 2,030,121 - Transportation Lakeville 2026 Sales&Use Tax Subtotal-Expansion: 6,565,060 - - 3,651,200 - - - - 2,258,240 - 655,620 2026 Transportation Subtotal-Expansion: 8,275,000 - - - - 2,044,879 - 4,200,000 - 2,030,121 - 2026 Subtotal-Expansion: 14,840,060 - - 3,651,200 - 2,044,879 - 4,200,000 2,258,240 2,030,121 655,620 RESOURCES: Attorney Reimbursement 300,512 - - - - - - - - 300,512 - Transportation Dakota County Consultant Construction Administration 600,000 90,000 - - 300,000 - - - - 210,000 - Transportation Dakota County Future Studies/Professional Services 500,000 75,000 - - - - - - - 425,000 - Transportation Dakota County 5T00009 5T00009 Sales&Use Tax Fund-Staff Reimbursement to Operations 2,150,197 - - - - - - - 2,150,197 - - Sales&Use Tax Dakota County Township Road Distribution 20,900 - - - - - - - - 20,900 - Transportation Dakota County Trails Trail Gap-Location TBD Design 2,377,085 281,563 500,000 - 745,522 600,000 - - - 250,000 - Transportation Cities Transportation CIP Reimbursement to Operations 3,618,447 361,845 - - 2,532,913 - - - - 723,689 - Transportation Dakota County T09067 09-067 CSAH 9 CSAH 70 to South of 210th St Design(Lakeville lead) Lakeville 382,500 - - - - 382,500 - - - - - Transportation Lakeville T23089 23-089 CSAH 23 Griffon Trl/Upper 164th St to 135th St Preliminary Engineering Apple Valley,Lakeville 350,000 52,500 - - 297,500 - - - - - - Transportation Dakota County T70025 70-025 CSAH 70 at Keswick Loop Design Roundabout Lakeville 350,000 157,500 - - 192,500 - - - - - - Transportation Dakota County T94005 94-005 CR 94 CSAH 47 to CSAH 88(292nd St) Preliminary Engineering Randolph Twp,Sciota Twp,Waterford Twp 300,000 - - - - - - - - 300,000 - Transportation Dakota County T97229 97-229 New CR 60 or 64 CSAH 23/60 intersection E/SE to CR 64/Flagstaff Ave RAB Preliminary Engineering Lakeville,Farmington 350,000 157,500 - - - - - - - 192,500 - Transportation Dakota County 2026 Sales&Use Tax Subtotal-Resources: 2,150,197 - - - - - - - 2,150,197 - - 2026 Transportation Subtotal-Resources: 9,149,444 1,175,908 500,000 - 4,068,435 982,500 - - - 2,422,601 - 2026 Subtotal-Resources: 11,299,641 1,175,908 500,000 - 4,068,435 982,500 - - 2,150,197 2,422,601 - TRANSIT: ST00005 ST00005 Transit Service Expansion Capital and Operating-Set aside Set Aside Various/TBD 500,000 - - - - - - - 500,000 - - Sales&Use Tax 2026 Sales&Use Tax Subtotal-Transit: 500,000 - - - - - - - 500,000 - - 2026 Transportation Subtotal-Transit: - - - - - - - - - - - 2026 Subtotal-Transit: 500,000 - - - - - - - 500,000 - - 2026 Sales&Use Tax Subtotal: 48,565,257 2,011,500 6,540,000 6,051,200 - 842,500 - - 32,464,437 - 655,620 2026 Transportation Subtotal: 71,784,256 4,567,058 4,395,080 1,642,616 34,413,901 8,227,379 250,000 4,200,000 - 14,088,222 DRAFT as of September 11 , 2024 2026 Grand Total: 120,349,513 6,578,558 10,935,080 7,693,816 34,413,901 9,069,879 250,000 4,200,000 32,464,437 14,088,222 655,620 23 Attachment: Draft Dakota County 2025-2029 Capital Improvement Program 2025-2029 Transportation Capital Improvement Program Gravel Tax Transportation Advance Fund Project Number Road Segment Short Description City Location nual Cost State CSAH TAA Other Wheelage Tax Sales Tax City and Category Lead Agency 2027 Section - PRESERVATION: Gravel Highway Surface 450,000 - - - - - 250,000 200,000 - - - Transportation Dakota County Gravel Highway Surface Repairs 50,000 - - - - - - - - 50,000 - Transportation Dakota County Paved Highway Surface 8,200,000 - - - 4,000,000 3,900,000 - 300,000 - - - Transportation Dakota County Pedestrian&Bicycle Facilities 1,500,000 - - - - 1,500,000 - - - - - Transportation Retaining Wall Maintenance 430,000 - - - 330,000 - - - - 100,000 - Transportation Dakota County Storm Sewer System Maintenance Storm Sewer Repair 400,000 80,000 - - 250,000 - - - - 70,000 - Transportation Dakota County/Cities Traffic Safety&Operation Pavement Markings 400,000 - - - - - - - - 400,000 - Transportation Dakota County T23088 23-088 CSAH 23 CSAH 9(179th St)to CSAH 42(150th St) Construction Apple Valley,Lakeville 4,000,000 - 1,500,000 - 2,500,000 - - - - - - Transportation Dakota County T42173 42-173 CSAH 42 CSAH 33(Diamond Path)to TH 3 Construction Apple Valley,Rosemount 2,750,000 - 1,500,000 - 1,250,000 - - - - - - Transportation Dakota County 2027 Sales&Use Tax Subtotal-Preservation: - - - - - - - - - - - 2027 Transportation Subtotal-Preservation: 18,180,000 80,000 3,000,000 - 8,330,000 5,400,000 250,000 500,000 - 620,000 - 2027 Subtotal-Preservation: 18,180,000 80,000 3,000,000 - 8,330,000 5,400,000 250,000 500,000 - I 620,000 - MANAGEMENT: Jurisdictional Classification 4,610,000 - - - - - - 1,285,000 - 3,325,000 - Transportation Dakota County ROW Preservation&Management 500,000 125,000 - - - - - 375,000 - - - Transportation Dakota County Safety&Management 1,500,000 - - - 500,000 - - 1,000,000 - - - Transportation Dakota County Signal Revisions/Communications 300,000 50,000 - - 50,000 - - - - 200,000 - Transportation Dakota County T32113 32-113 CSAH 32 at the I-35W east frontage road Construction Burnsville 2,400,000 149,472 1,901,760 - - 348,768 - - - - - Transportation Dakota County T43057 43-057 CSAH 43 Keefe St to TH 55 Trail Gap-Construction Eagan 800,000 120,000 - - 680,000 - - - - - - Transportation Dakota County T70025 70-025 CSAH 70 at Keswick Loop ROW Acquisition Roundabout Lakeville 250,000 112,500 - - 137,500 - - - - - - Transportation Dakota County ST99028 99-028 TH 13 TH 13 at Nicollet Avenue Construction(Burnsville lead) Burnsville 2,000,000 - - - - - - - 2,000,000 - - Sales&Use Tax Burnsville 2027 Sales&Use Tax Subtotal-Management: 2,000,000 - - - - - - - 2,000,000 - - 2027 Transportation Subtotal-Management: 10,360,000 556,972 1,901,760 - 1,367,500 348,768 - 2,660,000 - 3,525,000 - 2027 Subtotal-Management: 12,360,000 556,972 1,901,760 - 1,367,500 348,768 - 2,660,000 2,000,000 3,525,000 - REPLACEMENT&MODERNIZATION: Traffic Signal-New/Replacement Replace/New/Geometrics 1,350,000 675,000 - - 675,000 - - - - - - Transportation Dakota County T09065 09-065 CSAH 9 208th St to CSAH 50(Kenwood Trail) Construction(Lakeville lead) Lakeville 7,397,500 - - - 7,297,500 - - - - 100,000 - Transportation Lakeville T09067 09-067 CSAH 9 CSAH 70(215th St)to South of 210th St ROW Acquisition(Lakeville lead) Lakeville 425,000 - - - - 425,000 - - - - - Transportation Lakeville T11028 11-028 CSAH 11 CSAH 11/140th St at CSAH 38(McAndrews Rd) Construction Signal/Intersection Apple Valley,Burnsville 750,000 187,500 - - 562,500 - - - - - - Transportation Dakota County T26060 26-060 CSAH 26 Allen Way to CSAH 73(Babcock TrI) Construction Inver Grove Heights 10,000,000 1,500,000 - - 8,500,000 - - - - - - Transportation Dakota County T26068 26-068 CSAH 26 CSAH 73(Babcock Tr!)to 1000'E of Cahill Ave Construction Inver Grove Heights 4,700,000 705,000 - - 3,995,000 - - - - - - Transportation Dakota County ST31115 31-115 CSAH 31 CSAH 74(Ash St)to CSAH 50(212th St) Construction Farmington 7,000,000 346,500 4,690,000 - - 1,000,000 - - 963,500 - - Sales&Use Tax Dakota County ST47048 47-048 CSAH 47 TH 3 to North of CSAH 86(280th St) Construction Waterford Twp,Sciota Twp,Castle Rock Twp 15,000,000 - - - - - - - 15,000,000 - - Sales&Use Tax Dakota County ST74011 74-011 CSAH 74 CSAH 31(Denmark Ave)to Honeysuckle Ln Construction Farmington 3,500,000 178,500 2,310,000 - - 475,000 - - 536,500 - - Sales&Use Tax Dakota County 2027 Sales&Use Tax Subtotal-Replacement&Modernization: 25,500,000 525,000 7,000,000 - - 1,475,000 - - 16,500,000 - - 2027 Transportation Subtotal-Replacement&Modernization: 24,622,500 3,067,500 - - 21,030,000 425,000 - - - 100,000 - 2027 Subtotal-Replacement&Modernization: 50,122,500 3,592,500 7,000,000 - 21,030,000 1,900,000 - - 16,500,000 100,000 - EXPANSION: 2027 Sales&Use Tax Subtotal-Expansion: - - - - - - - - - - - 2027 Transportation Subtotal-Expansion: - - - - - - - - - _ - I 2027 Subtotal-Expansion: - - - - - - - - - RESOURCES: Attorney Reimbursement 312,532 - - - - - - - - 312,532 - Transportation Dakota County Consultant Construction Administration 600,000 90,000 - - 300,000 - - - - 210,000 - Transportation Dakota County Future Studies/Professional Services 500,000 75,000 - - - - - 425,000 - - - Transportation Dakota County ST00009 5T00009 Sales&Use Tax Fund-Staff Reimbursement to Operations 2,236,205 - - - - - - - 2,236,205 - - Sales&Use Tax Dakota County Township Road Distribution 20,900 - - - - - - - - 20,900 - Transportation Dakota County Trails Trail Gap-Location TBD Design 2,575,000 311,250 500,000 - 913,750 600,000 - - - 250,000 - Transportation Cities Transportation CIP Reimbursement to Operations 3,763,185 376,318 - - 2,605,472 - - 615,000 - 166,395 - Transportation Dakota County T31119 31-119 CSAH 31 CSAH 46(160th St)to 1-494 Preliminary Engineering Apple Valley,Eagan 650,000 97,500 - - 500,000 - - - - 52,500 - Transportation Dakota County T33019 33-019 CSAH 33 140th St/Connemara Trl to CSAH 31(Pilot Knob Rd) Design Consultant Apple Valley,Rosemount 800,000 120,000 - - 600,000 - - - - 80,000 - Transportation Dakota County T33020 33-020 CSAH 33 170th St to CSAH 46(160th St) Preliminary Engineering Empire,Lakeville 250,000 56,250 - - - - - - - 193,750 - Transportation Dakota County T63036 63-036 CSAH 63 1-494 to TH 62 Preliminary Engineering Mendota Heights,Sunfish Lake 450,000 33,750 - - 416,250 - - - - - - Transportation Dakota County T71017 71-017 CSAH 71 117th St(Future CSAH 32)to CSAH 73(105th St) Preliminary Engineering Inver Grove Heights 375,000 56,250 - - 318,750 - - - - - - Transportation Dakota County ST86041 86-041 CSAH 86 West County Line to CSAH 23 Design-Consultant Eureka Twp,Greenvale Twp 715,000 - - - - - - - 715,000 - - Sales&Use Tax Dakota County 2027 Sales&Use Tax Subtotal-Resources: 2,951,205 - - - - - - - 2,951,205 - - 2027 Transportation Subtotal-Resources: 10,296,617 1,216,318 500,000 - 5,654,222 600,000 - 1,040,000 - 1,286,077 - ■ 2027 Subtotal-Resources: 13,247,822 1,216,318 500,000 - 5,654,222 600,000 - 1,040,000 2,951,205 1,286,077 - TRANSIT: ST00005 ST00005 Transit Service Expansion Capital and Operating-Set aside Set Aside Various/TBD 500,000 - - - - - - - 500,000 - - Sales&Use Tax 2027 Sales&Use Tax Subtotal-Transit: 500,000 - - - - - - - 500,000 - - 2027 Transportation Subtotal-Transit: - - - - - - - - - - - 2027 Subtotal-Transit: 500,000 - - - - - - - 500,000 - - 2027 Sales&Use Tax Subtotal: 30,951,205 525,000 7,000,000 - - 1,475,000 - - 21,951,205 - - 2027 Transportation Subtotal: 63,459,117 4,920,790 5,401,760 - 36,381,722 6,773,768 250,000 4,200,000 - 5,531,077 - 2027 Grand Total: 94,410,322 5,445,790 12,401,760 - 36,381,722 8,248,768 250,000 4,200,000 21,951,205 5,531,077 - DRAFT as of September 11 , 2024 24 Attachment: Draft Dakota County 2025-2029 Capital Improvement Program 2025-2029 Transportation Capital Improvement Program Gravel Tax Transportation Advance Fund Project Number Road Segment Short Description City Location nual Cost State CSAH TAA Other Wheelage Tax Sales Tax City and Category Lead Agency all=li 2028 Section - PRESERVATION: Gravel Highway Surface 950,000 - - - - - - 950,000 - - - Transportation Dakota County Gravel Highway Surface Repairs 50,000 - - - - - - - - 50,000 - Transportation Dakota County Paved Highway Surface 8,200,000 - - - 2,250,000 5,700,000 250,000 - - - - Transportation Dakota County Pedestrian&Bicycle Facilities 1,500,000 - - - - 600,000 - 900,000 - - - Transportation Retaining Wall Maintenance 430,000 - - - 330,000 - - - - 100,000 - Transportation Dakota County Storm Sewer System Maintenance Storm Sewer Repair 400,000 80,000 - - 250,000 - - - - 70,000 - Transportation Dakota County/Cities Traffic Safety&Operation Pavement Markings 400,000 - - - - - - - - 400,000 - Transportation Dakota County 2028 Sales&Use Tax Subtotal-Preservation: - - - - - - - - - - - 2028 Transportation Subtotal-Preservation: 11,930,000 80,000 - - 2,830,000 6,300,000 250,000 1,850,000 - 620,000 - 2028 Subtotal-Preservation: 11,930,000 80,000 - - 2,830,000 6,300,000 250,000 1,850,000 - 620,000 - MANAGEMENT: Jurisdictional Classification 4,610,000 - - - - - - - - 4,610,000 - Transportation Dakota County ROW Preservation&Management 500,000 125,000 - - - - - - - 375,000 - Transportation Dakota County Safety&Management 1,500,000 - - - 500,000 - - - - 1,000,000 - Transportation Dakota County Signal Revisions/Communications 300,000 50,000 - - 50,000 - - - - 200,000 - Transportation Dakota County T26065 26-065 CSAH 26 at TH 52 West Ramp Construction(MnDOT lead) Inver Grove Heights 1,139,000 - - - - 1,139,000 - - - - - Transportation MnDOT T62031 62-031 CSAH 62 at TH 61 Construct Roundabout(MnDOT lead) Marshan Township 500,000 - - - 500,000 - - - - - - Transportation MnDOT T70025 70-025 CSAH 70 at Keswick Loop Construct Roundabout Lakeville 2,500,000 1,080,000 - - 1,320,000 - - - - 100,000 - Transportation Dakota County T85024 85-024 CSAH 85 at TH 55/CSAH 85(Goodwin Ave)/CSAH 42(Mississippi Tr!) Construct Roundabout(MnDOT lead) Nininger Township 2,015,000 - - - 1,900,000 - - 115,000 - - - Transportation MnDOT 2028 Sales&Use Tax Subtotal-Management: - - - - - - - - - - - 2028 Transportation Subtotal-Management: 13,064,000 1,255,000 - - 4,270,000 1,139,000 - 115,000 - 6,285,000 - 2028 Subtotal-Management: 13,064,000 1,255,000 - - 4,270,000 1,139,000 - 115,000 - 6,285,000 - REPLACEMENT&MODERNIZATION: Traffic Signal-New/Replacement Replace/New/Geometrics 1,350,000 675,000 - - 675,000 - - - - - - Transportation Dakota County T09067 09-067 CSAH 9 CSAH 70(215th St)to South of 210th St Construction(Lakeville lead) Lakeville 2,550,000 - - - - 1,150,000 - 1,400,000 - - - Transportation Lakeville T14034 14-034 CSAH 14 at TH 62 Construction(MnDOT lead) Inver Grove Heights,Sunfish Lake 500,000 - - - 500,000 - - - - - - Transportation MnDOT T33019 33-019 CSAH 33 140th St/Connemara Trail to CSAH 31(Pilot Knob Rd) ROW Acquisition Apple Valley,Rosemount 1,820,000 273,000 - - 1,527,000 - - - - 20,000 - Transportation Dakota County ST46050 46-050 CSAH 46 Pleasant Drive to TH 61(Vermillion St) ROW Acquisition Hastings 2,300,000 - - - - - - - 2,001,000 - 299,000 Sales&Use Tax Dakota County ST54011 54-011 CSAH 54 Hastings City limit to CSAH 68 Construction Ravenna Township 36,000,000 - - - - - - - 36,000,000 - - Sales&Use Tax Dakota County T80027 80-027 CSAH 80 TH 3 to 1 mile W of CSAH 79(Blaine Ave) ROW Acquisition Castle Rock Township 1,400,000 - - - 1,400,000 - - - - - - Transportation Dakota County 2028 Sales&Use Tax Subtotal-Replacement&Modernization: 38,300,000 - - - - - - - 38,001,000 - 299,000 2028 Transportation Subtotal-Replacement&Modernization: 7,620,000 948,000 - - 4,102,000 1,150,000 - 1,400,000 - 20,000 - 2028 Subtotal-Replacement&Modernization: 45,920,000 948,000 - - 4,102,000 1,150,000 - 1,400,000 38,001,000 20,000 299,000 EXPANSION: ST50033 50-033 CSAH 50 at I-35 Interchange Construction Lakeville 38,194,940 - - 24,348,800 - - - - 10,730,760 - 3,115,380 Sales&Use Tax Dakota County ST00011 99-013 CSAH 46 TH 3 to 1,300 feet east of CR 48 Construction Rosemount,Empire,Coates 42,800,000 - 10,000,000 - - - - - 30,176,000 - 2,624,000 Sales&Use Tax Dakota County 2028 Sales&Use Tax Subtotal-Expansion: 80,994,940 - 10,000,000 24,348,800 - - - - 40,906,760 - 5,739,380 2028 Transportation Subtotal-Expansion: - - - - - - - - - - - 2028 Subtotal-Expansion: 80,994,940 - 10,000,000 24,348,800 - - - - 40,906,760 - - 5,739,380 RESOURCES: Attorney Reimbursement 325,034 - - - - - - - - 325,034 - Transportation Dakota County Consultant Construction Administration 600,000 90,000 - - 300,000 - - - - 210,000 - Transportation Dakota County Future Studies/Professional Services 500,000 75,000 - - - - - - - 425,000 - Transportation Dakota County ST00009 ST00009 Sales&Use Tax Fund-Staff Reimbursement to Operations 2,325,653 - - - - - - - 2,325,653 - - Sales&Use Tax Dakota County Township Road Distribution 20,900 - - - - - - - - 20,900 - Transportation Dakota County Trails Trail Gap-Location TBD Design 2,575,000 311,250 500,000 - 1,513,750 - - - - 250,000 - Transportation Cities Transportation CIP Reimbursement to Operations 3,913,712 391,371 - - 2,769,704 - - 580,000 - 172,637 - Transportation Dakota County 2028 Sales&Use Tax Subtotal-Resources: 2,325,653 - - - - - - - 2,325,653 - - 2028 Transportation Subtotal-Resources: 7,934,646 867,621 500,000 - 4,583,454 - - 580,000 - 1,403,571 - 2028 Subtotal-Resources: 10,260,299 867,621 500,000 - 4,583,454 - - 580,000 2,325,653 1,403,571 - TRANSIT: ST00005 ST00005 Transit Service Expansion Capital and Operating-Set aside Set Aside Various/TBD 500,000 - - - - - - - 500,000 - - Sales&Use Tax 2028 Sales&Use Tax Subtotal-Transit: 500,000 - - - - - - - 500,000 - - 2028 Transportation Subtotal-Transit: - - - - - - - - - - - 2028 Subtotal-Transit: 500,000 - - - - - - - 500,000 - - 2028 Sales&Use Tax Subtotal: 122,120,593 - 10,000,000 24,348,800 - - - - 81,733,413 - 6,038,380 2028 Transportation Subtotal: 40,548,646 3,150,621 500,000 - 15,785,454 8,589,000 250,000 3,945,000 - 8,328,571 - 2028 Grand Total: 162,669,239 3,150,621 10,500,000 24,348,800 15,785,454 8,589,000 250,000 3,945,000 81,733,413 8,328,571 6,038,380 DRAFT as of September 11 , 2024 25 Attachment: Draft Dakota County 2025-2029 Capital Improvement Program 2025-2029 Transportation Capital Improvement Program Gravel Tax Transportation Advance Fund Project Number Road Segment Short Description City Location all=linual Cost State CSAH TAA Other Wheelage Tax Sales Tax City and Category Lead Agency M 2029 Section - PRESERVATION: Gravel Highway Surface 450,000 - - - - - - 450,000 - - - Transportation Dakota County Gravel Highway Surface Repairs 50,000 - - - - - - - - 50,000 - Transportation Dakota County Paved Highway Surface 8,200,000 - - - 1,130,000 5,900,000 250,000 920,000 - - - Transportation Dakota County Pedestrian&Bicycle Facilities 1,500,000 - - - - - - 1,500,000 - - - Transportation Retaining Wall Maintenance 430,000 - - - 330,000 - - - - 100,000 - Transportation Dakota County Storm Sewer System Maintenance Storm Sewer Repair 400,000 80,000 - - 250,000 - - - - 70,000 - Transportation Dakota County/Cities Traffic Safety&Operation Pavement Markings 400,000 - - - - - - - 400,000 - Transportation Dakota County 2029 Sales&Use Tax Subtotal-Preservation: - - - - - - - - - - - 2029 Transportation Subtotal-Preservation: 11,430,000 80,000 - - 1,710,000 5,900,000 250,000 2,870,000 - 620,000 - 2029 Subtotal-Preservation: 11,430,000 80,000 - - 1,710,000 5,900,000 250,000 2,870,000 - 620,000 - MANAGEMENT: Jurisdictional Classification 4,610,000 - - - - - - - - 4,610,000 - Transportation Dakota County ROW Preservation&Management 500,000 125,000 - - - - - - - 375,000 - Transportation Dakota County Safety&Management 1,500,000 - - - 500,000 - - - - 1,000,000 - Transportation Dakota County Signal Revisions/Communications 300,000 50,000 - - 50,000 - - - - 200,000 - Transportation Dakota County ST28073 28-073 CSAH 28 at Eagan/Inver Grove Heights border Pedestrian Underpass Construction Eagan,Inver Grove Heights 4,250,000 - - - - - - - 4,250,000 - - Sales&Use Tax Dakota County T47049 47-049 CSAH 47 at TH 3 Construct Roundabout(MnDOT lead) Waterford Township 1,500,000 - - - 1,500,000 - - - - - - Transportation MnDOT T78014 78-014 CSAH 78 at TH 3 Construct Roundabout(MnDOT lead) Castle Rock Township 1,500,000 - - - 1,500,000 - - - - - - Transportation MnDOT 2029 Sales&Use Tax Subtotal-Management: 4,250,000 - - - - - - - 4,250,000 - - 2029 Transportation Subtotal-Management: 9,910,000 175,000 - - 3,550,000 - - - - 6,185,000 - 2029 Subtotal-Management: 14,160,000 175,000 - - 3,550,000 - - - 4,250,000 6,185,000 - REPLACEMENT&MODERNIZATION: Traffic Signal-New/Replacement Replace/New/Geometrics 1,350,000 675,000 - - 675,000 - - - - - - Transportation Dakota County T33019 33-019 CSAH 33 140th St/Connemara Trail to CSAH 31(Pilot Knob Rd) Construction Apple Valley,Rosemount 12,800,000 696,000 7,000,000 - 4,900,000 - - - - 30,000 174,000 Transportation Dakota County ST46050 46-050 CSAH 46 Pleasant Drive to TH 61(Vermillion St) Construction Hastings 12,300,000 - - - - - - 10,950,000 - 1,350,000 Sales&Use Tax Dakota County ST86041 86-041 CSAH 86 W County Line to CSAH 23(Galaxie Ave) Construction Eureka Twp,Greenvale Twp 11,000,000 - - - - - - - 11,000,000 - - Sales&Use Tax Dakota County 2029 Sales&Use Tax Subtotal-Replacement&Modernization: 23,300,000 - - - - - - - 21,950,000 - 1,350,000 2029 Transportation Subtotal-Replacement&Modernization: 14,150,000 1,371,000 7,000,000 - 5,575,000 - - - - 30,000 174,000 2029 Subtotal-Replacement&Modernization: 37,450,000 1,371,000 7,000,000 - 5,575,000 - - - 21,950,000 30,000 1,524,000 EXPANSION: 2029 Sales&Use Tax Subtotal-Expansion: - - - - - - - - - - - 2029 Transportation Subtotal-Expansion: - - - - - - - - - - - 2029 Subtotal-Expansion: - - - - - - - - RESOURCES: Attorney Reimbursement 338,035 - - - - - - 337,258 - 777 - Transportation Dakota County Consultant Construction Administration 600,000 90,000 - - 300,000 - - 210,000 - - - Transportation Dakota County Future Studies/Professional Services 500,000 75,000 - - - - - - - 425,000 - Transportation Dakota County ST00009 ST00009 Sales&Use Tax Fund-Staff Reimbursement to Operations 2,418,679 - - - - - - - 2,418,679 - - Sales&Use Tax Dakota County Township Road Distribution 20,900 - - - - - - - - 20,900 - Transportation Dakota County Trails Trail Gap-Location TBD Design 2,575,000 311,250 500,000 - 913,750 600,000 - - - 250,000 - Transportation Cities Transportation CIP Reimbursement to Operations 4,070,260 407,026 - - 2,880,492 - - 782,742 - - - Transportation Dakota County 2029 Sales&Use Tax Subtotal-Resources: 2,418,679 - - - - - - - 2,418,679 - - 2029 Transportation Subtotal-Resources: 8,104,195 883,276 500,000 - 4,094,242 600,000 - 1,330,000 - 696,677 - 2029 Subtotal-Resources: 10,522,874 883,276 500,000 - 4,094,242 600,000 - 1,330,000 2,418,679 696,677 - TRANSIT: ST00005 ST00005 Transit Service Expansion Capital and Operating-Set aside Set Aside Various/TBD 500,000 - - - - - - - 500,000 - - Sales&Use Tax 2029 Sales&Use Tax Subtotal-Transit: 500,000 - - - - - - - 500,000 - - 2029 Transportation Subtotal-Transit: - - - - - - - - - - - 2029 Subtotal-Transit: 500,000 - - - - - - - 500,000 - - 2029 Sales&Use Tax Subtotal: 30,468,679 - - - - - - - 29,118,679 - 1,350,000 2029 Transportation Subtotal: 43,594,195 2,509,276 7,500,000 - 14,929,242 6,500,000 250,000 4,200,000 - 7,531,677 174,000 2029 Grand Total: 74,062,874 2,509,276 7,500,000 - 14,929,242 6,500,000 250,000 4,200,000 29,118,679 7,531,677 1,524,000 DRAFT as of September 11 , 2024 26 Attachment: Draft Dakota County 2025-2029 Capital Improvement Program 2025 - 2029 Transportation Capital Improvement Program Transportation 5 Year Summary By Year Annual Cost Federal tate Advancement Gravel Tax& Wheelage Tax Transportation County Funds Advance Fund Other Sales Tax City A _A Account AIL 2025 80,411,832 4,530,128 2,500,000 1,450,000 22,901,278 9,670,000 250,000 4,200,000 22,183,260 8,144,724 4,582,442 2026 120,349,513 6,578,558 10,935,080 7,693,816 34,413,901 9,069,879 250,000 4,200,000 32,464,437 14,088,222 655,620 2027 94,410,322 5,445,790 12,401,760 - 36,381,722 8,248,768 250,000 4,200,000 21,951,205 5,531,077 - 2028 162,669,239 3,150,621 10,500,000 24,348,800 15,785,454 8,589,000 250,000 3,945,000 81,733,413 8,328,571 6,038,380 2029 74,062,874 2,509,276 7,500,000 - 14,929,242 6,500,000 250,000 4,200,000 29,118,679 7,531,677 1,524,000 5-YEAR TOTAL: 531,903,780 22,214,373 43,836,840 33,492,616 124,411,597 42,077,647 1,250,000 20,745,000 187,450,994 43,624,271 12,800,442 Transportation 5 Year Summary By Goal 5-YEAR COST City Federal it State CSAH Advancement Gravel Tax& Wheelage Tax Transportation County Funds Advance Fund Other Sales Tax City I Account PRESERVATION 72,650,000 900,000 5,500,000 - 23,330,000 30,300,000 1,250,000 6,520,000 - 4,850,000 - MANAGEMENT 111,187,812 5,182,122 12,336,840 5,492,616 29,877,966 3,287,768 - 5,375,000 21,176,000 28,459,500 - REPLACEMENT 178,712,500 10,650,000 14,000,000 - 46,396,000 3,442,500 - 1,400,000 100,751,000 250,000 1,823,000 EXPANSION 106,518,205 - 10,000,000 28,000,000 - 2,044,879 - 4,200,000 48,765,763 2,530,121 10,977,442 RESOURCES 60,415,263 5,482,251 2,000,000 - 24,807,631 3,002,500 - 3,250,000 14,338,231 7,534,650 - TRANSIT 2,420,000 - - - - - - - 2,420,000 - - 5-YEAR TOTAL: 531,903,780 22,214,373 43,836,840 33,492,616 124,411,597 42,077,647 1,250,000 20,745,000 187,450,994 43,624,271 12,800,442 ransportation 5 Year Summary: Gravel Tax& Transportation Advance Fund Annual Cost Federal CSAH Advancement Wheelage Tax County Funds iii Trans ortation Otheriit Sales Tax Cit 1 Milli p Account .iila. Illi. y 2025 53,186,130 4,290,128 2,500,000 1,450,000 22,901,278 9,450,000 250,000 4,200,000 - 8,144,724 - 2026 71,784,256 4,567,058 4,395,080 1,642,616 34,413,901 8,227,379 250,000 4,200,000 - 14,088,222 - 2027 63,459,117 4,920,790 5,401,760 - 36,381,722 6,773,768 250,000 4,200,000 - 5,531,077 - 2028 40,548,646 3,150,621 500,000 - 15,785,454 8,589,000 250,000 3,945,000 - 8,328,571 - 2029 43,594,195 2,509,276 7,500,000 - 14,929,242 6,500,000 250,000 4,200,000 - 7,531,677 174,000 5-YEAR TOTAL: 272,572,344 19,437,873 20,296,840 3,092,616 124,411,597 39,540,147 1,250,000 20,745,000 - 43,624,271 174,000 5 Year Summary: Sales & Transportation Gravel Tax& Transportation Advance Fund Annual Cost ,,,iiL Federal State CSAH Advancement Wheelage Tax County Funds Use Tax Other Sales Tax City Account millom IN. 2025 27,225,702 240,000 - - - 220,000 - - 22,183,260 - 4,582,442 2026 48,565,257 2,011,500 6,540,000 6,051,200 - 842,500 - - 32,464,437 - 655,620 2027 30,951,205 525,000 7,000,000 - - 1,475,000 - - 21,951,205 - - 2028 122,120,593 - 10,000,000 24,348,800 - - - - 81,733,413 - 6,038,380 2029 30,468,679 - - - - - - - 29,118,679 - 1,350,000 5-YEAR TOTAL: 259,331,436 2,776,500 23,540,000 30,400,000 - 2,537,500 - - 187,450,994 - 12,626,442 DRAFT as of September 11, 2024 27 Attachment: Draft Dakota County 2025-2029 Capital Improvement Program 2025-2029 TRANSPORTATION CAPITAL IMPROVEMENT PROGRAM-REVENUE GRAVEL TAX& WHEELAGE TRANSPORTATION COUNTY ADVANCE 5 Year Summary By Year ANNUAL CONST CITY SHARE 1�1 FEDERAL STATE CSAH TAA OTHER TAX SALES TAX FUNDS FUND CITY 161 2025 80,411,832 4,530,128 2,500,000 1,450,000 22,901,278 9,670,000 250,000 4,200,000 22,183,260 8,144,724 4,582,442 2026 120,349,513 6,578,558 10,935,080 7,693,816 34,413,901 9,069,879 250,000 4,200,000 32,464,437 14,088,222 655,620 2027 94,410,322 5,445,790 12,401,760 - 36,381,722 8,248,768 250,000 4,200,000 21,951,205 5,531,077 - 2028 162,669,239 3,150,621 10,500,000 24,348,800 15,785,454 8,589,000 250,000 3,945,000 81,733,413 8,328,571 6,038,380 2029 74,062,874 2,509,276 7,500,000 - 14,929,242 6,500,000 250,000 4,200,000 29,118,679 7,531,677 1,524,000 5-YEAR TOTAL: 531,903,780 22,214,373 43,836,840 33,492,616 124,411,597 42,077,647 1,250,000 20,745,000 187,450,994 43,624,271 12,800,442 COUNTY LEVY,WHEELAGE TAX AND GRAVEL TAX REVENUE: Cost of Projects Cumulative Total Revenue- Programmed Use of Balance Year County Levy(2) Wheelage Tax(3) Gravel Tax la) Total County Levy,Gravel Tax End Balance(5) County Funds &Other) Est.Bal.-12.31.2024 35,000,000 2025 - 4,200,000 250,000 4,450,000 12,594,724 (8,144,724) 26,855,276 2026 - 4,200,000 250,000 4,450,000 18,538,222 (14,088,222) 12,767,054 2027 - 4,200,000 250,000 4,450,000 9,981,077 (5,531,077) 7,235,977 2028 - 4,200,000 250,000 4,450,000 12,523,571 (8,073,571) (837,594) 2029 - 4,200,000 250,000 4,450,000 11,981,677 (7,531,677) (8,369,271) 5-YEAR TOTAL: - 21,000,000 1,250,000 22,250,000 65,619,271 COUNTY STATE AID HIGHWAY,FLEXIBLE HIGHWAY AND MOTOR VEHICLE LEASE SALES TAX 1.1 REVENUE: State Aid"CSAH" State Aid Flexible Motor Vehicle Total Revenue State Aid Individual Year Cumulative Construction(7) Highway Year End CSAH,Flexible Highway& "CSAH" lil Lease Sales Tax -CSAH,Flex "CSAH"Cost End Balance (Est Beq.Balance) Account Balance MVLST 10,000,000 Maintenance(e) 4,500,000 (9) Hwy,MVLST Est.Balance-12.31.2024 14,500,000 2025 15,005,773 1,200,000 2,105,283 7,086,181 25,397,237 22,901,278 2,495,959 16,995,959 2026 15,200,848 1,215,600 2,132,652 7,178,301 25,727,401 34,413,901 (8,686,500) 8,309,459 2027 15,398,459 1,231,403 2,160,376 7,271,619 26,061,857 36,381,722 (10,319,865) (2,010,406) 2028 15,598,639 1,247,411 2,188,461 7,366,150 26,400,661 15,785,454 10,615,207 8,604,802 2029 15,801,421 1,263,627 2,216,911 7,461,910 26,743,870 14,929,242 11,814,628 20,419,430 5-YEAR TOTAL: 87,005,141 6,158,041 15,303,683 36,364,162 130,331,027 124,411,597 SALES&USE TAX REVENUE: Cumulative Beg.Balance Estimated SUT SUT Transfer to Year End Revenue(10) Expenditures Parks CIP Balance Sales&Use Tax Est.Balance-12.31.2024 78,000,000 2025 78,000,000 24,430,639 22,183,260 1,325,000 78,922,379 2026 78,922,379 25,481,156 32,464,437 1,325,000 70,614,099 2027 70,614,099 26,576,846 21,951,205 1,325,000 73,914,740 2028 73,914,740 27,719,651 81,733,413 1,325,000 18,575,978 2029 18,575,978 28,911,596 29,118,679 1,325,000 17,043,894 5-YEAR TOTAL: 320,027,195 133,119,888 187,450,994 6,625,000 TRANSPORTATION ADVANCEMENT ACCOUNT(TAA) REVENUE: TAA-Active Transportation(41.5%) TAA-Rehabilitation(41.5%) TAA-Other(Complete Streets,Transit)(17.0%) Transportation Estimated Target Share+ Estimated Target Share+ Cumilative Estimated Target Share+ Cumilative Estimated Transfer to Transfer to TAA-AT Total Cumilative Year TAA Total Advancement hill Revenue Target Prior Year End CIP Expenses Revenue Prior Year End CIP Expenses Year End Revenue Prior Year End CIP Expenses Year End Revenue Facilities Parks CIP Expenses End Balance Expenditures Account Share Balance Target Share Balance Balance Target Share Balance Balance Est.Balance-12.31.2024 - Est.Balance-12.31.2024 3,183,876 Est.Balance-12.31.2024 2025 12,124,793 5,031,789 5,031,789 600,000 100,000 4,331,789 5,031,789 - 5,031,789 8,215,665 8,200,000 15,665 2,061,215 2,061,215 870,000 1,191,215 14,101,789 2026 12,609,785 5,233,061 5,233,061 600,000 100,000 4,533,061 5,233,061 - 5,233,061 5,248,726 5,200,000 48,726 2,143,663 3,334,878 3,269,879 64,999 13,702,940 2027 13,114,176 5,442,383 5,442,383 600,000 100,000 4,742,383 5,442,383 - 5,442,383 5,491,109 5,400,000 91,109 2,229,410 2,294,409 2,248,768 45,641 13,091,151 2028 13,638,743 5,660,078 5,660,078 600,000 100,000 4,960,078 5,660,078 - 5,660,078 5,751,187 5,700,000 51,187 2,318,586 2,364,227 2,289,000 75,227 13,649,078 2029 14,184,293 5,886,482 5,886,482 600,000 100,000 5,186,482 5,886,482 - 5,886,482 5,937,669 5,900,000 37,669 2,411,330 2,486,557 - 2,486,557 11,786,482 5-Year Total: 65,671,790 27,253,793 27,253,793 3,000,000 500,000 23,753,793 27,253,793 27,253,793 30,644,356 30,400,000 11,164,204 12,541,287 8,677,647 66,331,440 NOTES: (1) Cost share policy subject to change;actual project cost to be determined based on adopted County Policy at time of Joint Powers Agreement(JPA) (2) County Levy Revenue removed in 2023. (3) Potential change/increase in years 2024-2028 (4) Gravel Tax Revenue revised Aug.19,2022 (5) Estimated Fund Balance (6) County advance funding city share;reimbursement terms per JPA (7) Estimated allocation based on MMB Forecast for 2025-2028 as of July 2024. (8)State Aid"CSAH"Maintenance transfer to Construction CIP ($1.2M in 2024,with 1.3%increase each year) (9) Based on State forecast (10) Revenue assumptions are based on MMB February 2024 forecast for years 2025-2029 with an annual average of 4.3%applied. 28 (11) Revenue assumptions are based on MMB projections.Revenue includes Transportation Advancement Account funds and Metro Sales Tax funds. tJ DRAFT as of September 11, 2024 • ITEM: 4.J. ••••• • ••• COUNCIL MEETING DATE: October 24, 2024 Apple Valley SECTION: Consent Agenda Description: Authorize Soliciting Requests for Proposal for New Capital Improvement Plan Software Solution, Responses Due November 15, 2024 Staff Contact: Department/ Division: Ron Hedberg, Finance Director Finance Department ACTION REQUESTED: Authorize Soliciting Requests for Proposal for New Capital Improvement Plan Software Solution with Responses Due by November 15, 2024 at 11:59 a.m. SUMMARY: Staff seeks authorization to move forward with the Request for Proposals (RFP) process for the purchase and implementation of a new Capital Improvement Plan (CIP) software solution, aimed at improving the planning, management, and reporting of the City's CIP. Responses to the RFP are due by November 15, 2024, at 11:59 a.m. The software will reduce staff time spent on the CIP, eliminate spreadsheets, and produce more accurate and usable outcomes. BACKGROUND: For the past several years, staff has been producing 5-year CIP plans annually using spreadsheets and other manual, time-consuming processes. This approach requires hundreds of hours of staff time each year. Implementing new software will streamline this process, freeing up staff time and ensuring clear, consistent reports year after year. On October 25, 2024, the City of Apple Valley plans to issue an RFP for a comprehensive CIP software solution. The new system is expected to automate and streamline the project tracking and financial forecasting process for multi-year capital improvement projects. This will replace the current manual spreadsheet-based system, allowing for better collaboration across city departments and more efficient reporting. The RFP invites qualified software vendors to submit proposals by November 15, 2024, at 11:59 a.m. BUDGET IMPACT: Not applicable for the RFP issuance. The final budget impact will be determined once a software provider has been selected. ATTACHMENTS: Proposal Request for Proposal (RFP) for Capital Improvement Plan (CIP) Software Issued by: City of Apple Valley, MN Date Issued: October 25, 2024 Response Due: November 15, 2024 Software Demonstrations: First week of December 2024 Introduction The City of Apple Valley, MN, invites qualified software vendors to submit proposals for providing a Capital Improvement Plan (CIP) software solution. The city is seeking a comprehensive, user-friendly, and scalable solution that will help streamline the planning, management, and reporting of its capital improvement projects. Purpose The purpose of this Request for Proposal (RFP) is to identify and select a software solution that will enable the City of Apple Valley to efficiently develop, manage, and track its Capital Improvement Plan. This software must provide comprehensive features for project tracking, resource allocation, and reporting. Project Scope The selected CIP software solution should allow the city to: - Plan and manage capital improvement projects over a multi-year period — ideally a minimum of 10 years. - Streamline project initiation, approval, and execution processes. - Provide financial forecasting. - Offer user-friendly reporting tools to communicate progress and financial information to internal and external stakeholders. - Ensure seamless integration and/or upload files for existing financial and project management systems (e.g., JD Edwards). - Facilitate collaboration between various departments and teams within the city. Proposal Requirements To be considered, vendors must submit a comprehensive proposal that addresses the following criteria: 1. Company Information - Name, address, and contact information of the company. - Brief company history, including years in operation and experience with public sector clients. - Overview of experience with CIP software solutions, particularly with municipalities or local governments. 2. Software Solution Description - Detailed description of the proposed CIP software solution, including: - Key features and functionalities. - User interface and user experience (UI/UX) design. - Customization capabilities. - Scalability and future-proofing options. - Security and data protection features. - System uptime, reliability, and support details. -Web accessibility. 3. Implementation Plan - Overview of the implementation process, including: - Estimated timeline for deployment. -Ability to migrate data from Excel Spreadsheet files. -Training and user adoption strategies. - Support during and after the implementation phase. - Provide case studies or examples of successful implementations with other municipalities. 4. Technical Requirements - Hardware, software, and IT infrastructure requirements to host and operate the solution. - Cloud-based vs. on-premise options (if applicable). - Maintenance and support services, including service level agreements (SLAs). - System upgrade processes and frequency of updates. - Number of Admin users, regular editors, view-only access users, and details on user control capabilities. 5. Pricing Structure - Breakdown of costs, including: - Initial software licensing or subscription fees. - Implementation and setup costs. -Annual maintenance and support fees. -Any additional costs for customization, data migration, or training. -Any discounts or pricing packages for municipalities or long-term contracts. 6. References - Provide at least three references from current or past clients, preferably municipalities or public sector organizations, who have implemented the proposed software. 7. Demonstration Availability - Vendors must confirm their availability for a software demonstration. The demonstrations are anticipated to take place during the first week of December 2024. The City of Apple Valley will schedule demos with the selected vendors. The demonstrations should provide an in-depth look at the software's key features in a live, functional environment, along with an opportunity for participants to ask questions. Evaluation Criteria Proposals will be evaluated based on the following criteria: - Compliance with RFP requirements. - Overall functionality and features of the proposed solution. - User-friendliness and flexibility of the software. -Ability to integrate with the city's existing systems. - Report writing with the capability to summarize by fund, funding source type, and individual project. - Vendor's experience with similar projects, particularly with municipalities. - Pricing and overall value. - References from other public sector clients. - Implementation plan, training, and support options. Selection Process The selection committee will review all submitted proposals. The top vendors will be invited to provide a software demonstration. Following the demonstrations, the City of Apple Valley will enter negotiations with the highest-ranked vendor to finalize contract terms. The City of Apple Valley reserves the right to accept or reject any and all proposals and to negotiate terms and conditions with the successful vendor. Proposal Submission Instructions Proposals should be submitted electronically in PDF format to Joe Rotz, no later than November 15, 2024, at 11:59am. Proposals submitted after this time will not be considered. Please follow up with a confirmation email or request a read and delivery receipt upon submission to ensure your email is successfully delivered. Kindly note that the City of Apple Valley has a 25-megabyte limit for incoming external emails. Contact Information For questions or additional information, please contact: Joe Rotz, Assistant Finance Director City of Apple Valley, MN Joe.Rotz@applevalleymn.gov 952-953-2547 • ITEM: 4.K. ••••• • ••• COUNCIL MEETING DATE: October 24, 2024 Apple Valley SECTION: Consent Agenda Description: Authorize Soliciting Requests for Proposals for Banking Services, Responses Due November 22, 2024 Staff Contact: Department/ Division: Ron Hedberg, Finance Director Finance Department ACTION REQUESTED: Authorize Soliciting Requests for Proposals for Banking Services with Responses Due by November 22, 2024, at 4:00 p.m. SUMMARY: The City Council is requested to approve the issuance of a Request for Proposals (RFP) to provide banking services as the City's official depository. The RFPs will be sent to depositories within Apple Valley. BACKGROUND: The RFP identifies a number of service elements that are considered high priority. Those banks that meet these high priority services will be invited in for interviews and a demonstration of their online capabilities. The demonstration of the on-line capabilities will be a significant consideration for selection as these on-line capabilities are utilized by staff on a daily basis. In addition to the on-line capabilities, the other high priority services include security measures such as vendor and ACH positive pay and filtering, the daily deposit process and confirmation, and the serialization of deposit tickets. Should the City elect to change providers, the conversion process would get underway by the end of the year. Due to the large number of established links, we anticipate the need to maintain current accounts during an overlap period to make sure all the established links can be converted with the least amount of disruption. BUDGET IMPACT: N/A ATTACHMENTS: Proposal • • • • • • • • • • • • • • • • Apple II Valley Request for Proposals for Banking Services Contact: Ron Hedberg Finance Director City of Apple Valley 7100 147th Street West Apple Valley, MN 55124 www.AppleValleyMN.gov (952) 953-2540 (952) 953-2515 (fax) Ron.Hedberg@AppleValleyMN.gov CITY OF APPLE VALLEY REQUEST FOR PROPOSALS FOR BANKING SERVICES TABLE OF CONTENTS I. INTRODUCTION A. General Information 1 B. Proposal Terms & Conditions 1 II. SCOPE OF BANKING SERVICES 2 III. PROPOSAL INSTRUCTIONS A. General Requirements 4 B. Timeline 5 C. Notification of Intent to Respond to RFP 5 D. Submission of Proposals 6 IV. EVALUATION PROCEDURES 7 V. INDEMNIFICATION 8 VI. INDEPENDENT CONTRACTOR 8 VII. NONDISCRIMINATION CLAUSE 9 VIII. CONTRACT TIME 9 IX. NONCOLLUSION STATEMENT 9 X. MISCELLANEOUS PROVISIONS 9 XI. APPENDICES 10 Appendix A— Proposer Guarantees and Warranties 11 Appendix B — Questionnaire 12 Appendix C — Schedule of Fees and Expenses 19 INTRODUCTION A. General Information The City of Apple Valley is requesting proposals from qualified financial institutions to provide general banking services for approximately a five-year period with an option to renew for an additional two years. All banks that maintain an office within the City are invited to submit a proposal. It is the City's goal to identify the institution that can offer the highest quality of service at the lowest cost to the taxpayers, and as such, a competitive bidding approach, similar to that used for obtaining other goods and services will be used. B. Proposal Terms & Conditions To be considered, one paper copy of a proposal must be received by Ron Hedberg, Finance Director at 7100 147' Street West, Apple Valley, MN 55124 by 4:00 p.m. on Friday, November 22, 2024. The City reserves the right to reject any and all proposals submitted, and to waive any informality. The initial evaluation of the proposals submitted will be conducted by a review committee consisting of the Finance Director, Assistant Finance Director, Accounting Supervisor, and potentially other City staff. The City of Apple Valley reserves the right, where it may serve the City's best interest, to request additional information or clarifications from proposers, or to allow corrections of errors or omissions. There is no expressed or implied obligation for the City of Apple Valley to reimburse responding firms for any expenses incurred in preparing proposals in response to this request. The City of Apple Valley reserves the right to retain all proposals submitted and to use any ideas in a proposal regardless of whether that proposal is selected. Submission of a proposal indicates acceptance by the bank of the conditions contained in this request for proposals, unless clearly and specifically noted in the proposal submitted and confirmed in the contract between the City of Apple Valley and the bank selected. A minimum five-year contract is contemplated, subject to an annual review. Based on satisfactory performance and satisfactory negotiation of terms (including a price acceptable to both the City of Apple Valley and the selected bank), the City may extend the agreement annually without solicitations from other banks. In the event of unsatisfactory performance, or when in the best interest of the City, proposals may be solicited before the end of the five-year period. The successful bidder must be an Equal Employment Opportunity Employer. 1 II. SCOPE OF BANKING SERVICES The successful proposer shall provide all banking services typically provided by banking institutions to their commercial customers including the processing and clearing of all checks and drafts issued by the City, the processing of deposits, and the maintenance of all accounts placed with the financial institution. The City has the following general banking needs: A. Operating account This account will be the main account for the City's banking. Wire/ACH transfers authorized by City staff will be made to and from this account as needed. All daily deposits will be made to this account. We require a branch to be located in Apple Valley for daily deposits as well as night deposits. We currently use Positive Pay and plan to continue the use of this type service. We will also be making ACH payments to certain vendors. The City will use this account to pay its employees bi-weekly on Fridays. Approximately 100% of the City's employees use ACH direct deposit. Paper checks are issued for new employees until the pre-note process is completed. This account will be eligible for receiving and transmitting wires. B. Cash Management/ Sweep Account The City's accounts should be interest-bearing or automatically swept daily into or out of an investment account approved for municipal investment as defined by State Statutes (118A). C. Internet access The City requires "real-time" access to its account information and the ability to conduct transactions via the internet. Security of information is of utmost importance. Ease of use and robust features will be highly valued. D. Merchant card services deposits The City accepts credit cards at several locations. The operating account must be able to accept deposits from our merchant card service processors. E. ACH debits - utility receipts The City offers ACH automatic payment processing to its utility customers. The City processes approximately $3 million of utility receipts through ACH on an annual basis. In addition, approximately 33% of the City's utility customers pay via ACH debit through InvoiceCloud. 2 F. Collateralization As required by State Statute, all City deposits must be collateralized by at least ten percent more than the amount above the FDIC deposit limit at the close of the banking day. The City requires the account to be collateralized with securities consistent with investments allowed to be held by Minnesota State Statutes Chapter 118A. Use of independent third party safekeeping of collateral is required; please identify the custodian that would be used. Monthly collateral reports listing the type of collateral and market value should be provided to the City by mail or email. Collateralization may not be needed if the City's deposits are swept daily to the Minnesota Municipal Money Market Fund (4M Fund) or similar funds. G. Bank Statements The bank agrees to provide monthly statements with a month end cut-off. The statements will be available no later than the 5th working day of the month. Electronic images of the front and back of all cancelled checks shall be provided. H. Remote Deposit Services Currently, the City uses remote deposit services through Girard for utility billing payments and various receipts received at City Hall. We have a Canon CR190i II scanner and use JAG-PPS Mirrorlmage Payment Processing System provided by Girard. Describe remote remittance processing capabilities and identify the costs. The City currently processes between 1,000 and 1,500 utility payments per month. See appendix B, item B18. I. Funds availability Deposits will be made during the business day (generally between 8:00 a.m. and 4:00 p.m.) at the Apple Valley branch of the awarded bank. The City is to be given credit as collected funds for all items that are cleared by the bank on the same day as the deposit is made. Items deposited that clear at institutions located within the Federal Reserve Region will be considered collected funds within one business day as a maximum. The bank will credit the City's account for incoming wire transfers on the day received regardless of the time of receipt during the day. Please attach a copy of the bank's current availability schedule to the proposal. J. Vendor Payments via ACH The City currently pay enrolled vendors via ACH. Describe your bank's process, file format, and fees for processing these payment files. 3 K. Customer Service Customer service is expected to be of the highest quality, including an assigned bank representative for City accounts to ensure prompt service, continuity of business, agreement terms and value-added products. The City prefers the bank to identify one main point of contact for questions and issues. L. Other Services The City expects to maximize the efficiency and effectiveness of its use of banking services over the term of this contract. The City is seeking a banking provider that offers a full line of services and one which demonstrates its commitment to expanding its line of services as new technology and new industry trends develop. III. PROPOSAL INSTRUCTIONS A. General Requirements Proposers are required to submit one copy of the proposal to the City of Apple Valley to be received on or before November 22, 2024 at 4:00 p.m. CST. Each proposal must be clearly identified on the outside of the envelope and shall show the name and address of the proposer. If the proposal is sent by mail, the envelope shall contain the notation "Banking Services Proposal Enclosed" on the face thereof. Submissions of completed proposal forms are required of all proposers. No proposal will be considered without completion of these forms. If the bank is unable to meet or exceed the requirements specified, then the phrase "no proposal" should be entered for the particular item. The City reserves the right to eliminate any individual service contained in the proposal, if based on analysis, the fees for providing the service is excessive, or if the service proposed can be performed in an alternative manner. If after submitting the proposal to the City, errors, inconsistencies, or ambiguities are subsequently discovered by the proposer, the proposer shall immediately contact the City to report these items. All responses, questions, and correspondence should be directed to Ron Hedberg, Finance Director. In the interest of fairness to all respondents, please do not contact other staff or elected or appointed officials. Ron Hedberg Finance Director City of Apple Valley 952-953-2540 Ron.Hedberg@AppleValleyMN.gov 4 B. Timeline Request for proposal issued: October 24, 2024 Notification of intent to respond due: November 8, 2024 Pre-proposal conference: November 12, 2024 (10 am) Proposals due at City offices: November-22, 2024 (4:00 pm) Interview selected financial institutions & Demo of Bank's online services Week of December 2, 2024 City Council approval of selected bank: December 26, 2024 Selected bank notified December 27, 2024 Implementation begins Thereafter We will make every effort to administer the proposal process in accordance with the terms and dates discussed in the RFP. However, we reserve the right to modify the proposal process and dates as deemed necessary. C. Notification of Intent to Respond to RFP The City asks that you notify Ron Hedberg by November 8, 2024 via email (Ron.Hedberg@AppleValleyMN.gov) of your intent to respond to this RFP. The primary purpose of this notification is so that the City can obtain an email address to mail notifications of any changes to the RFP process, updated information, addendums, etc. If you do not notify the City of your intent to respond, you are not precluded from responding to the RFP by the due date; however, you will not receive updates, if any, and the City will bear no liability for not communicating to you these updates. The City will hold a pre-proposal conference on November 12, 2024 at 10:00 a.m. in order to take questions regarding the content of the RFP, the form or content of proposals, and/or information pertinent to preparing proposals from those interested in responding to the RFP. 5 D. Submission of Proposals Proposers shall complete all sections of the attached Questionnaire (Appendix B) and the Schedule of Fees and Expenses (Appendix C). In order to expedite the review process, it is required that the proposals be organized in the manner specified below: 1. Title Page Show the request subject, the name of your institution, local address, telephone number, name of contact person, and date. 2. Table of Contents 3. Letter of Transmittal A signed letter of transmittal briefly stating the proposer's understanding of the services to be provided, the commitment to perform the services, a statement why the proposer believes itself to be the best qualified to provide banking services to the City of Apple Valley, and a statement that the proposal is a firm and irrevocable offer for the five year period. 4. Detailed proposal The detailed proposal should address all items set forth in Section II — Scope of Banking Services, and in Appendices B and C of this request for proposals. 5. Other requirements An executed copy of the Proposer Guarantees and Warranties attached to this request for proposal (Appendix A) needs to be completed. Proposers should send the completed proposal to the following address: Ron Hedberg Finance Director City of Apple Valley 7100 147th Street West Apple Valley, MN 55124 The proposal should provide a straightforward, concise description of the proposer's capabilities to satisfy the requirements of the request for proposals. While additional data may be presented, the items listed in Appendices B and C must be included. They represent the criteria against which the proposal will be evaluated. 6 IV. EVALUATION PROCEDURES The contract will be awarded to the financial institution that the City deems is able to provide the highest level of essential services in the most cost-effective manner. A committee comprised of the Finance Director, Assistant Finance Director, Accounting Supervisor, and potentially other City staff will be appointed to read, evaluate, interview and recommend a financial institution to the City Council for approval. In evaluating the proposals the following criteria will be utilized: 1. Completeness of response to all required items on the standard forms provided. 2. Ability, capacity and skill of the institution and its employees to perform all required and desired services as stated in this RFP on a timely basis, including as needed items such as change orders, cashier's checks, and coin counting. 3. Capacity to provide numerous electronic banking services, including but not limited to a website, statement downloads, remote deposit, and positive pay. 4. Ability to meet current and projected service requirements over the term of this banking agreement (any past experiences with the bank will be taken into consideration). • 5. The reputation, financial stability, and longevity of the proposer. 6. The quality, availability and adaptability of the services to the particular needs required. 7. Interviews, if requested by the committee, of the financial institution. 8. Cost of the services provided. 9. Best rate of interest paid on accounts. 10. Experience and governmental knowledge of bank team. 11. Overall responses to RFP. 12. Responses from client references. 13. Physical facility including the location(s), technology, and security of the facility. Submission of a proposal indicates acceptance by the firm of the conditions contained in this request for proposal unless clearly and specifically noted in the proposal submitted and confirmed in the contract between the City of Apple Valley and the banking provider selected. Cost will be particularly important when all other evaluation criteria are relatively equal. 7 The City of Apple Valley reserves the right without prejudice to reject any or all proposals. The City may choose not to select some services as noted in the RFP. V. INDEMNIFICATION The proposer agrees that if the contract is awarded to their financial institution, the institution shall defend, indemnify and hold harmless the City, as appropriate, and its officials, agents, and employees from and against all claims, damages, losses, and expenses, including attorney's fees arising out of or resulting from the successful proposers, including their officials, agents, employees and sub- contractors performance of the duties required under the contract, provided that such claim, damage, loss, or expense is attributable to bodily injury, sickness, disease, death, or to the injury to or the destruction of property, including a loss of use resulting there from, and is caused in whole or in part by any negligent act or omission or misconduct of the proposer. If the contract is awarded to the proposer, they shall submit a certificate to the City warranting that the proposer is in full compliance with Minnesota Statutes, Section 176.181 subd. 2 (Workers' Compensation) and shall submit such insurance, if requested. Certificates of insurance must be submitted to the City before any work may begin under the contract. All such certificates shall state that the insurance company shall give the City thirty (30) days written notice of cancellation, non-renewal, or any material change in the policy. VI. INDEPENDENT CONTRACTOR It is agreed that nothing herein contained is intended or should be construed in any manner as creating or establishing the relationship of co-partners between the parties hereto or as constituting the Depository as the agent, representative or employee of the City for any purpose or in any manner whatsoever. The Depository is to be and shall remain an independent contractor with respect to all services performed under this contract. The Depository represents that it has, or will secure at its own expense, all personnel required in performing services under this contract. Any and all personnel of the Depository or other persons while so engaged, and any and all claims whatsoever on behalf of any such person or personnel arising out of employment or alleged employment including, without limitation, claims of discrimination against the Depository, its officers, agents, contracts or employees shall in no way be the responsibility of the City; and the Depository shall defend, indemnify and hold the City, its officers, agents and employees harmless from any and all such claims regardless of any determination of any pertinent tribunal, agency, board, commission or court. Such personnel or other persons shall not require nor be entitled to any compensation, rights or benefits of any kind whatsoever from the City, including, without limitation, tenure rights, medical and hospital care, sick and vacation leave, Workers' Compensation, Unemployment Compensation, disability, severance pay and PERA. 8 VII. NONDISCRIMINATION CLAUSE The City hereby notifies all proposers that businesses owned and controlled by minorities or women will be afforded maximum feasible opportunity to submit proposals. The City also notifies all persons that no one will be subjected to discrimination on the basis of race, color, creed, religion, ancestry, national origin, sex, disability, age, marital status, or status with regard to public assistance, under the Minnesota Human Rights Act, Minnesota Statutes, Chapter 363. VIII. CONTRACT TIME The contract time shall commence on the date a signed contract has been received by the depository awarded the contract or receipt of a signed purchase order. The contract expiration date shall be that date stated in the contract or upon completion of all of the terms stated in the contract. IX. NONCOLLUSION STATEMENT The proposer hereby affirms that he or she is a partner of the proposer or an officer or employee of the proposer's corporation with authority to sign on its behalf. The proposer also affirms that the attached proposal has been compiled independently and without collusion or agreement or understanding with any other vendor. They also affirm that the contents of this proposal have not been communicated by the company or its agents to any person not an employee or agent of the proposer. X. MISCELLANEOUS PROVISIONS The proposer agrees to comply with the Americans with Disabilities Act and not discriminate on the basis of disability in the admission or access to, or treatment of employment in its services, programs, or activities. Upon request, accommodation will be provided to allow individuals with disabilities to participate in all services, programs, and activities. The City has designated a coordinator to facilitate compliance with the Americans With Disabilities Act of 1990 (ADA), as required by Section 35.107 of the U.S. Department of Justice regulations, and to coordinate compliance with Section 504 of the Rehabilitation Act of 1973, as mandated by Section 8.53 of the U.S. Department of Housing and Urban Development regulations. For information contact: Human Resources, City of Apple Valley, 7100 147th Street West, Apple Valley, Minnesota 55124; telephone: 952-953-2500. The proposer agrees to hold harmless and indemnify the City from costs, including but not limited to damages, attorney's fees and staff time, in any action or proceeding brought alleging a violation of ADA caused by the contractor. 9 All books, records, documents, and accounting procedures and practices of the successful proposer relevant to the contract shall, pursuant to Minnesota Statutes, Section 16C.05, subd. 5, be subject to examination at all times by the City's Internal or External Auditors, and/or by the Legislative Auditor or State Auditor. Unless otherwise provided in the contract documents, the initial term of the contract shall be a period of five years. Upon termination of this initial five-year term, the contract may be renewed for an additional two-year period if such extension is permitted by the Depository and the standard of service is satisfactory to the City. The City shall contact the Depository prior to contract termination date to determine whether or not the Depository will allow an extension of the contract. If the Depository refuses or fails to furnish goods or services in accordance with the requirements of the contract and within the time limitations contained in the contract, the City may purchase such goods or services from other sources until such time as the Depository is able to perform under the terms of the contract. The proposer agrees that this document and the contract, if awarded to the proposer, shall be construed and governed by the laws of the State of Minnesota. The proposer agrees to at all times observe and comply with all laws, ordinances, regulations, and codes of the federal, state and local government which may in any manner affect the preparation of proposals or the performance of the contract. XI. APPENDICES A. Proposer Guarantees and Warranties. B. Questionnaire C. Schedule of Fees and Expenses 10 APPENDIX A PROPOSER GUARANTEES AND WARRANTIES I. The proposer certifies it can and will provide and make available, as a minimum, all services set forth in Section II, Nature of Services Required. II. Proposer warrants that it is willing and able to obtain an errors and omissions insurance policy providing a prudent amount of coverage for the willful or negligent acts, or omissions of any officers, employees or agents thereof. Ill. Proposer warrants that it will not delegate or subcontract its responsibilities under an agreement without the prior written permission of the City of Apple Valley. Ill. Proposer warrants that all information provided by it in connection with this proposal is true and accurate. Signature of Official: Name (typed): Title: Firm: Date: 11 APPENDIX B QUESTIONNAIRE A. Financial Institution Profile 1. Give a brief description, history, and qualifications of your financial institution and staff. 2. Provide a description of the Bank's corporate structure, including holding companies, parents, corporate affiliates, etc. 3. Please provide information regarding your institution's financial strength, including providing ratings for the Bank and its holding partners from two or more nationally recognized rating agencies. List all rating changes for the past five (5) years. 4. Provide three (3) references of local governmental agencies (cities, counties, school districts) that are current customers, preferably governments with comparable volumes that are currently using the services covered in this RFP. 5. Please provide information regarding your past experience with governmental entities. 6. Describe aspects of your financial services that distinguish your services from your competitors. 7. Provide a list of the locations of banking facilities that would be used by the City. 8. Describe how you would manage the banking relationship with our staff. Identify bank staff that would be assigned to the City's account including who would be assigned to be the main account representative. 9. Identify and describe any litigation or investigation by a regulatory authority of your business, which officers or employees have been involved in within the last three years. 10. Describe the assistance you would provide to implement services in this proposal. Provide a description of the implementation process, including testing, and a sample implementation schedule. B. Depository Services 1. What are the commercial banking hours for your financial institution? 2. Provide the address(es) of your Apple Valley office(s). 3. Does the bank have a night deposit service? 12 APPENDIX B 4. The City currently uses tamper-proof deposit bags (US Bank Branch Cash Forward bags). What type of deposit bags do you require? Do you provide the bags, and if so, what is the cost? 5. Currently, a City police officer records each bank bag number and then delivers the deposits to the bank. Describe the bank's process for confirming with the City's delivering police officer that the bank has received each deposit bag. 6. What are your procedures regarding the receipt of tampered deposit bags? 7. How do you determine the availability of deposited items? 8. If a deposit difference is noted, how is the depositor notified to the specific item where the discrepancy occurred? 9. What are the bank's procedures for return item processing? 10. Is there an option to automatically redeposit the item or return the item for each account? 11. Does the bank have the ability for the City to view the detail of bank deposits online? How long are the images available for viewing? 12. The City makes deposits from several facilities, and we need to be able to identify which deposits belong to which facility. Does the bank have deposit tickets with serial numbers (or some other identifier) that allows the City to identify which facility or location each bank deposit belongs to? Do these identifiers show up on the monthly bank statements and transaction detail downloads? 13. Describe your change order processing procedures, including how the City initiates a change order request. 14. Are there any additional charges related to the ACH deposit of credit card transactions? 15. There are times when the City will make large cash deposits exceeding $10,000. Therefore, we would require that you would facilitate the City making those deposits. Please describe your procedures relating to the Bank Secrecy Act or other banking laws and regulations. 16. Describe your remote deposit services, including: a. If it's compatible with our Girard equipment and software listed in Part II, section H above. b. If incompatible list out the necessary scanning equipment (lease options), software, transfer procedures, batching, and security. c. Portal entry or stand-alone service. 13 APPENDIX B d. Deadlines for same day credit of deposits. e. Document retention policy for checks converted to ACH or processed via remote deposit capture. f. Liability for fraudulent deposit items. C. Check Disbursements 1. Does the financial institution provide optical images of the City's cancelled checks? Are there any fees associated with either option? How long are the images available? D. Wire Transfers 1. List and describe available methods of initiating and monitoring wire transfers, including both repetitive and non-repetitive wires. 2. Describe the security measures and verification process for repetitive and non-repetitive wire transfer originations. 3. What are the cut-off times for initiating domestic wire transfers to ensure same-day settlement? 4. What are the cut-off times for incoming domestic wire transfers to ensure same-day credit? 5. Does the bank have the capability of storing instructions for recurring/repetitive and future-dated transactions? E. Automated Clearing House (ACH) Transactions 1. Is the ACH software offered by the bank an internet-based product, or one that must be installed? Does the ACH software utilize a secure portal for the transferring of the data? 2. What are the cut-off times for customer initiation of ACH transactions? 3. Describe the bank's ACH return process. 4. What is the process for obtaining more information regarding a non- customer initiated ACH credit or debit? Will the bank be able to provide a name and/or phone number for the entity that initiated the ACH? 5. Describe the bank's incoming ACH filter capabilities and process. Employee and Vendor Payments — The City requires the ability to conduct ACH transactions for employee and vendor payments. The City currently processes bi-weekly payrolls and there are approximately 50 to 100 weekly AP ACH's, depending on the season. The City uses ACH payments to pay the majority of the accounts payable vendors. 14 APPENDIX B 1. Describe your bank's process for processing vendor payments via ACH and for processing payroll payments via ACH. 2. What are the fees, if any, associated with the direct deposit of payroll checks? 3. Do you utilize a secure portal for transferring the data file? 4. Describe the bank's outgoing ACH filter capabilities and process. F. Online Account Reporting Access The City requires access via the internet to its account information and the ability to obtain information regarding transactions. Security of information is of great importance. Ease of use and robust features will be highly valued. 1. Is historical information available? How many months of history can be accessed through the system? What is the cost associated with maintaining history? Provide sample reports if possible. 2. Does the bank have the ability to provide current day transaction reporting? Is it considered "real-time"? If not, how frequently is it updated? 3. Describe the bank's ability to assign different levels of security and access for different employees. 4. Are customized reports available? a. Describe which data is available on which reports can be created. Can these reports be created by City Staff? Can the templates be saved for future use? If they can be saved, are they restricted by user account or available for general City use? b. Can the reports be exported into various data file formats to the customer's other management systems? If so, what formats are available? c. Provide samples of all reports, if possible. d. Are there additional costs for any of the reporting services? e. If the report information is delayed, when and how will the bank notify the customer? f. Are monthly collateral reports that list collateral type and market value available online? If not, how does the Banking institution report collateral to their clients? 15 APPENDIX B 5. What contingency plan does the bank have in event of equipment or software system failures? G. Online Account transactions The City requires the ability to conduct transactions via the internet. A secure electronic method for initiating transactions must be available. 1. Online transaction requirements: a. Initiate wires, ACH transactions, and intra-bank transfers between City accounts and investment accounts; b. Electronic confirmation of transactions initiated; c. Stop Payment services; d. Reversals for ACH transactions. 2. Describe other types of transactions that can be conducted online (e.g. FedNow, Venmo, PayPal, same-day ACH) including hours of availability for each. 3. In the event that the internet service access is unavailable, describe your process for conducting the above transactions utilizing other resources. 4. Describe the safeguards, security measures and notification options offered with conducting online transactions. 5. Are transactions logged using a unique user ID with date and time stamps? 6. Please outline fees or charges associated with the initiation of online transactions. H. Online Access to Fraud Filter Services The City requires the ability to authorize certain debits and credits and to protect against unauthorized transactions via the internet. A secure electronic method for authorizing these transactions must be available. 1. Describe your fraud filter services. 2. What is the cost associated with these services? 3. What type of notification options are offered with these services? 4. What is the timeline for clearing exceptions? I. Bank Charges 1. How are daily overdrafts handled? How are overdraft charges calculated? 16 APPENDIX B 2. How do you propose to bill for services provided to the City? 3. Complete the attached Appendix C — Schedule of Fees and Expenses by filling in the "Unit Price" and "Total Monthly Charges" based on the estimated volumes. J. Positive Pay 1. The City requires the use of Positive Pay or a similar system. Does the bank have the capability to provide either Positive Pay or Payee Positive Pay processing services? 2. What data transmission formats are available for the transmission of "checks issued" data to the bank? 3. What is the lead time needed between the time the City uploads the Positive Pay file and the time it becomes available for Teller Positive Pay? 4. Describe the process and report format utilized by the bank to provide the customer with daily "Paid-not-Issued" check information. Does this service include access to view check copies online? 5. Describe the process for notifying the City of Positive Pay exceptions. Describe any review that may be done by Bank staff prior to sending an exception notice. 6. What is the response deadline for the City's pay decision? 7. If the bank does not receive a timely pay decision response from the City, what specific default decision options are available? Can a dollar threshold be applied to these default options? 8. Does your bank offer a daily customer notification service of all "Paid-not- Issued" (PNI) checks presented for payment on the customer's checking accounts? What are the bank's delivery deadlines for notifying the customer of these PNI checks? K. Request for Additional Information 1. Disaster Recovery — Please provide information regarding the Bank's disaster recovery and contingency plans. 2. Discuss any data breaches that have occurred involving your institution, how were they resolved, and what steps do you take to prevent our City data from being breached? 17 APPENDIX B 3. New Services — Please provide information on any existing or new banking services expected to be offered during the service period which you feel might be of interest to the City of Apple Valley. L. Interest Revenue 1. Describe how the bank will calculate interest earnings on available balances (e.g. daily balance, average monthly balance, etc.). 18 SCHEDULE OF FEES AND EXPENSES The bid sheet outlines categories of services which the City reasonably expects to be billed. If there are other fees or costs not identified on the bid sheet for which the institution expects to charge, attach a supplemental price schedule for such services. Include one-time or setup charges, research fees, wire fees, and all other fees that will be charged. Estimated Total Units per Unit Monthly Service Description Month Price Charges Admin Return/Rejected Item 1 Cashier Checks 2 Elec Deposit Image Check Item On US 250 Elec Deposit Image Check Item Transit 1,000 ICLTransmission 1 Image Access Imgs Retrieved 100 Image Cash Letter-Transit 100 Image Cash Letter Deposit Fee 40 Image Cash Letter Item-On US 200 Image Cash Letter Monthly Maintenance 1 Positive Pay Only Maintenance 1 Positive Pay Only Per Item 300 SinglePointACH Positive Pay Mo Maint 1 SinglePoint Checks Returned 1 SinglePoint Issue Maint Confirm-Per File 4 SinglePoint Issue/Cancel Input 25 SinglePoint Positive Pay Exceptions 1 SinglePoint Short Term lmgs Retreived 2 19 •• ITEM: 4.L. Apple COUNCIL MEETING DATE: October24, 2024 Valley SECTION: Consent Agenda Description: Adopt Resolution Directing Preparation of Plans and Specifications and Accepting Feasibility Study for Project 2025- 104,2025 Johnny Cake Ridge Road (147th to 140th Street) Improvements Staff Contact: Department/Division: Brandon Anderson, City Engineer Engineering Division ACTION REQUESTED: Adopt resolution directing preparation of plans and specifications and accepting feasibility study for Project 2025-104, 2025 Johhny Cake Ridge Road(147th to 140th Street) Improvements. SUMMARY: This feasibility report examines the proposed improvements for the reconstruction of Johnny Cake Ridge Road (147th to 140th Street) Improvements. The full feasibility report is available to be reviewed in the Engineering Department. This segment of Johnny Cake Ridge Road was constructed in 1980 with the first overlay completed in 1992 and a second overlay completed in 2008. Since 2008, the roadway has not been reconstructed and has undergone minimal maintenance activities. The current pavement condition index is approximately 50.22, well below the City's goal of 74. This portion of Johnny Cake Ridge Road currently proposed for reconstruction has neared the end of its design lifespan and needs full replacement. As part of this study, intersection traffic control alternatives were also evaluated for the intersection of Johnny Cake Ridge Road and 142nd Street. Results from the corridor and intersection analysis recommended the following improvements to the roadway: Traffic Signal Improvements to 140th Street including: • Replacing traffic signal cabinet and existing Econolite controller • Upgrading left turn arrow phasing to flashing yellow arrow operation • Modifying interesection detection from in roadway inductive loops to video detection cameras • Traffic signal painting to meet City standards • Convert the roadway segment from a four-lane undivided facility to a three-lane roadway with a through lane in each direction and a shared Two Way Left Turn Lane (TWLTL) • Retain existing all-way stop traffic control at the intersection of 142nd Street and Johnny Cake Ridge Road • Close existing Dakota Electric Substation driveway access and relocate to the existing Johnny Cake Ridge Park West northern parking lot entrance • Construct a trail along the west side of the roadway to complete the existing trail gap that is present from just south of 144th Street to 140th Street The project development tasks for the proposed improvements would involve the following scope of work. • Conduct a topographical field survey to collect ground elevation, utility locations, and surface features within the proposed work zone. • Conduct a geotechnical investigation and soil borings within the work zone. • Conduct any stakeholder meetings to discuss the project with business and residents impacted by construction. • Prepare plans, specifications, and a project cost estimate. • Review project plans and cost estimate with the City Council prior to bid process. BACKGROUND: On June 13, 2024, the City Council adopted Resolution Number 2024-94, Authorizing Preparation of Feasibility Study for Project 2025-104,2025 Johnny Cake Ridge Road(147th to 140th Street) Improvements. BUDGET IMPACT: Estimated Project Costs: Budgeted Cost Estimated Cost Construction Cost $2,200,000 $2,677,859 Indirect Costs 700,000 582,141 Total Estimated Cost $2,900,000 $3,260,000 Estimated Project Funding Municipal State Aid(MSA) 2,800,000 3,160,000 Street Light 100,000 100,000 Total Estimated Funding $2,900,000 $3,260,000 ATTACHMENTS: Map Resolution Exhibit "E , , rn-- _ . -4) I, -,10...14:: .... 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Rd 46) 0 1500 soon 1 SCALE FEET MIMI JOHNNY CAKE RIDGE ROAD (147TH TO 140TH ) STREET IMPROVEMENTSIMMO em Mt*• 2025-104 Figure 1 ARAe II City of Apple Valley Vail CITY OF APPLE VALLEY RESOLUTION NO. 2024- A RESOLUTION DIRECTING PREPARATION OF PLANS AND SPECIFICATIONS FOR PROJECT 2025-104, 2025 JOHNNY CAKE RIDGE ROAD (147th to 140th STREET) IMPROVEMENTS WHEREAS,the Apple Valley City Council has received and reviewed the Feasibility Report for Project 2025-104, 2025 Johnny Cake Ridge Road (147th to 140th Street) Improvements and WHEREAS,the Feasibility Report recommended improvements provided include street reconstruction, lighting and safety improvements for inclusion in the Capital Improvement Plan. WHEREAS, the City Council has reviewed the scope of proposed improvements associated with 2025-104, 2025 Johnny Cake Ridge Road(147th to 140th Street) Improvements and WHEREAS, the City Council considers it to be in the best interest of the City to begin the process of information gathering and have plans and specifications prepared for said improvements scheduled for construction in the year 2025. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota, that: 1. Approve the findings in the Feasibility Report for Project 2025-104,2025 Johnny Cake Ridge Road(147th to 140th Street) Improvements. 2. Improvement Project 2025-104, 2025 Johnny Cake Ridge Road (147th to 140th Street) Improvements is hereby established. 3. Staff is directed to conduct preliminary field work and prepare plans and specifications. ADOPTED this 24th day of October, 2024. Clint Hooppaw, Mayor ATTEST: Christina M. Scipioni, City Clerk Feasibility Study Johnny Cake Ridge Road - 140th Street to 147th Street Apple Valley, MN APPLE 179768 I September 27, 2024 ii SEH Building a Better World for All of Us® Engineers I Architects I Planners I Scientists i SEH Building a Better World for All of Us® September 27, 2024 RE: Johnny Cake Ridge Road - 140th Street to 147th Street Feasibility Study Apple Valley, MN SEH No. APPLE 179768 4.00 Honorable Mayor and City Council City of Apple Valley 7100 W. 147th Street Apple Valley, MN 55124 Dear Mayor and Council, Enclosed is the Feasibility Study for the above referenced project for your review and comments. This Study discusses the feasibility and economic impact of reconstruction of the roadway, storm sewer, trails, lighting and traffic signal modifications at 140th Street. The Study provides recommendations, probable costs, and a preliminary geometric layout. Sincerely, Chad M. Jorgenson, PE, PTOE Associate (Lick. IA, MN,SD) CMJ x:\ae\a\apple\179768\4-prelim-dsgn-rpts\40-feas\feasibility study-Johnny cake ridge road 140th to 147th st 091324.docx Engineers I Architects I Planners I Scientists Short Elliott Hendrickson Inc.,3535 Vadnais Center Drive,St.Paul, MN 55110-3507 651.490.2000 1800.325.2055 1888.908.8166 fax I sehinc.com SEH is 100%employee-owned I Affirmative Action—Equal Opportunity Employer Feasibility Study Johnny Cake Ridge Road - 140th Street to 147th Street Apple Valley, MN SEH No. APPLE 179768 September 27, 2024 I hereby certify that this Study was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Chad M. Jorgenson, PE, PTOE Date: September 27, 2024 License No.: 55528 Reviewed By: Date: Short Elliott Hendrickson Inc. 3535 Vadnais Center Drive St. Paul, MN 55110-3507 651.490.2000 i SEH i SEH Building a Better World for All of Us° Contents Letter of Transmittal Certification Page Contents 1 Introduction 1 2 Traffic Analysis and Construction Staging 5 2.1 Traffic Analysis 5 2.2 Construction Staging and Resident Access 5 3 Project Improvements 6 3.1 Street and Trail Improvements 6 3.2 Pedestrian and Bicycle Improvements 10 3.3 Storm Sewer 10 3.4 Watermain and Sanitary Sewer 15 3.5 Intersection and Street Lighting 15 4 Permitting 16 5 Project Schedule 16 6 Project Cost/Financing 16 6.1 Funding 17 7 Recommendations and Conclusion 17 List of Tables Table 1 —Johnny Cake Ridge Road Existing Intersection Lighting 15 Table 2—Street Reconstruction Summary of Project Costs 16 List of Figures Figure 1 —Project Location 3 SEH is a registered trademark of Short Elliott Hendrickson Inc. FEASIBILITY STUDY APPLE 179768 Contents (continued) Figure 2—Geometric Layout 4 Figure 3—JCRR Stormwater Layout XA 13 Figure 4—JCRR Stormwater Layout XB 14 List of Appendices Johnny Cake Ridge Road Corridor Study Engineering Estimate of Probable Cost FEASIBILITY STUDY APPLE 179768 Feasibility Study Johnny Cake Ridge Road - 140th Street to 147th Street Prepared for City of Apple Valley 1 Introduction This Feasibility Study was prepared to help identify improvements to Johnny Cake Ridge Road between 140th Street and 147th Street. Improvements include full roadway reconstruction, storm sewer, trails, lighting and signal modifications at 140'h Street. Figure 1 shows the project location. This segment of Johnny Cake Ridge Road is currently a four-lane undivided roadway that is functionally classified as a Major Collector roadway serving approximately 7,600 vehicles per day (2023 AADT estimate from MnDOT's Traffic Mapping Application). Johnny Cake Ridge Road between 140'" Street and 147'" Street currently has a speed limit of 45 miles per hour(mph) and provides access to Johnny Cake Ridge Park East and West, the Family Aquatic Center, a future skate park, Eastview High School athletic facilities, and residential and commercial developments. Trail is currently present along the east side of the roadway and a trail gap exists along the west side of the roadway from the Abdallah Candies and Gifts driveway access up to 140th Street. A trail connection from the 142nd Street intersection is provided to the Family Aquatic Center on the west side of the roadway. As part of this Feasibility Study, a traffic analysis for the corridor was completed. Recommendations from this Study include implementing a four to three-lane conversion that consists of two through traffic lanes and a two-way left-turn lane (TWLTL) in the center and right turn lanes at most intersections. This type of roadway facility design provides a proven safety benefit when compared to four lane undivided roadway facilities, including crash reduction, fewer rear-end and left turn crashes, fewer lanes for people walking to cross and traffic calming benefits. Due to the deterioration of the existing roadway pavement section, and the City's desire to implement storm water best management practices (BMPs)along the corridor, the City is proposing a full roadway reconstruction of Johnny Cake Ridge Road from 1401" Street to just north of the Abdallah Candie and Gift right in/right-out intersection. With the proposed reconstruction of the roadway, recommendations outlined in the traffic analysis for the corridor will be implemented. Based on information obtained from the City of Apple Valley this segment of Johnny Cake Ridge Road was constructed in 1980 with the first overlay completed in 1992 and a second overlay completed in 2008. Since 2008, the roadway has not been reconstructed and has undergone minimal maintenance activities. The current pavement condition index is approximately 50.22, well below the City's goal of 74. This portion of Johnny Cake Ridge Road currently proposed for reconstruction has neared the end of its design lifespan and needs full replacement. APPLE 179768 Page 1 The following Study will provide detailed information surrounding the reconstruction of Johnny Cake Ridge Road from 140th Street to just north of 147th Street where a previous roadway reconstruction project was completed. The proposed section of reconstructed roadway will be designed to meet all State Aid design standards including a nine-ton road design, as Johnny Cake Ridge Road is a Minnesota state aid roadway and a portion of the reconstruction cost of this project will be financed using municipal state aid funds. In addition to the recommended street improvements, the Study will also discuss proposed storm sewer, sanitary sewer, watermain, traffic signal, and lighting improvements along the corridor. Figure 2 shows a geometric layout of the proposed improvements to Johnny Cake Ridge Road. FEASIBILITY STUDY APPLE 179768 Page 2 �•.1t, I� ilk 1rM •N j t- _ K •r , . ✓ _ - ••iR _ 4432�0W: _ - -„R . - - w 0 - - - _ r�.a .16 r i r ,") ..' 'ter •/.0 ._ - ;,,� . li s ::fp gi ___.... _. )/ ..' 'II" rtinitwil .44 - -j ' \ 14f �..• -0 s••. r ` -7y'� • ♦. fit`♦ R -1; ` " ; :pi. ..#�' (+. ' till * • $i. • • • ?.7.A:. r, A • • �.' T J. 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I;I A i1.' 11... . • . . ....- rtf ! 1,, .... -- sn. 1 ✓ r •r -'-s—imosibiv Uvl1lS11GS1A/ - '•I a 4 �1 Ar~ - - • - y�r • - • T 4•- . . ..I-..•r 'r1 •.. •r•.. •' —m- !_`_____ n • V. • • *-0 - 5 lit • _ 1 • - '_ , 'f •at � J- - � • �.e s ^' , i` Study Area X • }� a , N Project:APPLE 179768 Print Date:9/26/2024 Project Location Figure Map Source: Johnny Cake Ridge Road Feasibility Study Projection:Dakota Co SEH $Oe Apple Valley, MN 1 This map is neither a legally recorded map nor a survey map and is not intended to be used as one.This map is a compilation of records,information,and data gathered from vadous sources listed on this map and is to be used for reference purposes only.SEH does not warrant that the Geographic Information System(GIS)Data used to prepare this map are error free,and SEH does not represent that the GIS Data can be used for navigational,tracking,or any other purpose requidng exacting measurement of distance or direction or precision in the depiction of geographicfeatures.The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided. l ��7y�Sf .- r+... 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F h � i' �M 1 � I , 4r I r 1 % I --= '_ -d� . 7 •` j + f *G' G r _ __ -yam 'L� 1. 1 - I .. -t- - . _ 1 fii. ` ! ,1L4 + 1 y y y9 /_ '<1 I .•Y /1 1 m< .�F i rid, . �A��A�A9 Yf',QII .1�. , ��. • • - •� - • a '! — -• .;''-:-', --, 4.-' --.:. * •1 . v •i u y • Y = `1 t �j R �"FI1�p , ? `i MINIM ail- ,. , , . _ _., 1 _ _ a, — �r, . 179768 140TH-147TH FIGUREx �� 1 441,,1na: 10..-';-- ,. f i -'t• :_x / ' •-.-p SEH 8/2 j 024 3 LANE SECTION No. 3 f 4 7 9 t 9 2 Traffic Analysis and Construction Staging The following sections provide an overview of the completed Corridor Study, shown in Appendix A, and considerations for temporary traffic control, staging and resident access during construction. 2.1 Traffic Analysis Attached in Appendix A is a Corridor Study for this segment of Johnny Cake Ridge Road. As part of this Study, intersection traffic control alternatives were also evaluated for the intersection of Johnny Cake Ridge Road and 142nd Street. Results from the corridor and intersection analysis recommended the following improvements to the roadway: • Traffic Signal Improvements to 140th Street including: o Replacing traffic signal cabinet and existing Econolite controller o Upgrading left turn arrow phasing to flashing yellow arrow operation o Modifying intersection detection from in roadway inductive loops to video detection cameras o Traffic signal painting to meet City standards • Convert the roadway segment from a four-lane undivided facility to a three lane roadway with a through lane in each direction and a shared Two Way Left Turn Lane (TWLTL). • Retain existing all-way stop traffic control at the intersection of 142nd Street and Johnny Cake Ridge Road • Close existing Dakota Electric Substation driveway access and relocate to the existing Johnny Cake Ridge Park West northern parking lot entrance • Construct a trail along the west side of the roadway to complete the existing trail gap that is present from just south of 144th Street to 140th Street 2.2 Construction Staging and Resident Access During construction the Contractor will have the responsibility of maintaining access to all properties throughout the duration of the project. Currently, no residential driveways are present along Johnny Cake Ridge Road through the project area, however, there several City amenities and Eastview Highschool Athletic facilities that Johnny Cake Ridge Road provides access to. 142nd Street is a single point of access for the Family Aquatic Center and coordination with the City and Contractor will be necessary to facilitate access needs. Based upon conversations with City staff, there may be a desire to start construction related activities for this project later in the Spring/early Summer of 2025 to avoid impacts to school related activities and transportation and minimize impacts to the City's Aquatic Center. It is anticipated that regular updates will be provided to the public through the City's website regarding construction status and access changes. Additionally, the Contractor will be required to ensure that emergency, garbage, postal and bus services are not interrupted during construction. FEASIBILITY STUDY APPLE 179768 Page 5 3 Project Improvements As part of the overall improvements to Johnny Cake Ridge Road, several project elements will need to be addressed. These improvements include: • Street and Trail • Pedestrian and Bicycle • Stormwater • Watermain and Sanitary Sewer • Intersection and Street Lighting 3.1 Street and Trail Improvements The following section provides a summary on the existing conditions of this segment of Johnny Cake Ridge Road as well as the existing non-motorized facilities along the corridor. Also included is a summary of proposed improvements to be completed with this roadway improvement project. 3.1 .1 Existing Street and Trail Conditions The existing segment of Johnny Cake Ridge Road from 140th Street to 147th Street is approximately 52 feet wide between the face of cubs. There are currently two through lanes for traffic traveling northbound and southbound. Dedicated turn lanes are only present at the intersection with 140th Street where the northbound and southbound approaches have dedicated left and right turn lanes and the eastbound and westbound approaches only contain a dedicated left turn lane. This segment of roadway consists of a bituminous pavement section for the entire length. There is an existing barrier type, 6-inch-tall curb which contains an integral 18-inch-wide gutter that runs along both sides of Johnny Cake Ridge Road. Based on conversations with City staff, the existing curb that is in place today is in relatively good condition and shows little signs of wear and tear. Directly behind the curb on the east side of the roadway is a grass boulevard that varies in width, but generally is consistent at an approximate 15-foot width. Currently there are no parallel running trails on the west side of the roadway. Access to the Apple Valley Family Aquatic Center is provided for non-motorized users via a walking path from the intersection of Johnny Cake Ridge Road and 142nd Street south to the Aquatic Center. As stated in Section 1, no major street improvement project for this segment of Johnny Cake Ridge Road has occurred since the roadway was constructed in 1980. Two pavement rehabilitation projects have occurred with the most recent one completed 16 years ago in 2008. With no other major improvements occurring in the recent past, the roadway is entering the end of its serviceable design life. Photographs of the current roadway condition are shown below. These images provide evidence of the amount and degree of fatigue and both transverse and longitudinal cracking in the bituminous pavement. Additionally, the eight foot bituminous trail segment along the east side of the roadway is showing signs of aging, including settlement and cracking. Many pedestrian ramps and sidewalk along the project corridor do not meet current ADA accessible design standards. FEASIBILITY STUDY APPLE 179768 Page 6 4 s• I 2 aA br`k'4"f" - -ry - b H- -._. '6;'-.4;.:-;2;t4,-,.....4!1--1:0-;.-`• -',-."- . ' . - ..- _ ,.-, 0 \, \ rak y --;','$ :--::' ;74:',Yt4'.,.;,.4.Vi<50.44•1Zri: - 4--','-'1-.--7v. '`_. '§_ £irk 5�r yr."a`n'yt ' .. "?at N ' 'i 1 �9 S WZ� 'r`^ ay s, hc, J -4TV FEASIBILITY STUDY APPLE 179768 Page 7 ftwounumpui _i , • 4` �"5,4° ,s. k s, • ''� r Tom` �e "a ; �� S s h' -2 "444a ?.,#.�+. a'` - .. a!fi xz�' '�,:. 3.1 .2 Proposed Street and Trail Improvements It is currently proposed to reconstruct the entire street section of Johnny Cake Ridge Road apart from the existing curb and gutter. Curb and gutter through the project area will be replaced only in areas where turn lanes are being added and where stormwater improvements dictate a modification. Concrete curb will be replaced in kind and will be a barrier type, 6-inches tall, with the back dropped down at pedestrian ramp locations. The curb will be type B618, which contains an integral 18-inch-wide concrete gutter. Based upon results and recommendations from the completed traffic analysis this segment of Johnny Cake Ridge Road will be converted from a four-lane undivided facility into a three-lane roadway with a through travel lane in each direction and a dedicated shared two-way-left-turn- lane (TWLTL). Dedicated right turn lanes will be provided at key intersections along the corridor. Access to Dakota Electric's substation will be closed and combined with the current parking lot access point for Johnny Cake Ridge Park West. Improvements are shown in Figure 2. Design criteria for the design of the full depth pavement section will be based upon the following criteria: • Percentage of heavy vehicles using the corridor • Future traffic projection numbers from the completed Corridor Study attached to this Study • An existing Average Annual Daily Traffic (AADT)value of 7,609 vehicles per day along this segment of roadway in 2023 • Future 2044 traffic forecast estimate of 9,230 vehicles per day • 9-ton Bituminous Pavement Design Chart from the MnDOT Pavement Design Manual • Existing roadway R-value from the future geotechnical analysis FEASIBILITY STUDY APPLE 179768 Page 8 As this project progresses into preliminary and final roadway design, a geotechnical analysis, including roadway and soil borings along the corridor will be taken to further solidify pavement recommendations. As part of this Feasibility Study the assumed bituminous section of the roadway and trail is recommended to contain the following: VI a•da , `III. 2-2"LIFTS TYPE SP 12.5 WEARING COURSE MIXTURE(SPWEB340F) 2"TYPE SP 12.5 NON WEARING COURSE 3"TYPE SP 9.5 WEARING COURSE MIXTURE MIXTURE(SPNWB330F) (SPWEA330B) 12"AGGREGATE BASE CLASS 5 6"AGGREGATE BASE CLASS 5 12"SELECT GRANULAR BORROW The total section thickness of the roadway is 30", which is considered `frost free' in accordance with MnDOT Road Design guidance, meaning the depth of the new granular material will make the road less susceptible to damage from freeze/thaw cycles. Trail total section thickness is anticipated to be 9"with 6" of class 5 aggregate under 3" of bituminous. The roadway section of Johnny Cake Ridge Road located approximately 200 feet south of 144th Street was reconstructed in 2019 and is not in need of improvements. With the conversion of the roadway from a four-lane undivided facility to a three-lane roadway, striping changes will be implemented from 147"' Street to 144"' Street. A dedicated northbound right turn lane will be striped at this intersection and a taper will be provided to transition the roadway section from two through lanes to a single northbound through lane. The overall roadway width of Johnny Cake Ridge Road is not anticipated to change from its current approximate 52-foot dimension. A restriping of the roadway will provide 12-foot travel lanes along with a 14-foot TWLTL. Right turn lanes will be provided at 144th Street, the access points to Johnny Cake Ridge Park East and the access to Johnny Cake Ridge Park West and will vary in width between 12-14'. Along the corridor seven-foot shoulders are provided on each side of the roadway where right turn lanes are not present. 3.1.2.1 140th Street Improvements Based on the results of the traffic operational analysis and conversations with City of Apple Valley staff, traffic signal improvements are needed at the intersection of Johnny Cake Ridge Road and 140th Street. Proposed improvements at this intersection include the following: • Traffic signal modifications to accommodate flashing yellow arrow left turn phasing for all approaches FEASIBILITY STUDY APPLE 179768 Page 9 • Full replacement of traffic signal cabinet and controller o The current Econolite controller is unable to process left turn flashing yellow arrow left turn operation. • Modifying intersection detection from in roadway inductive loops to video detection cameras • Painting of signal system to City standard colors 3.2 Pedestrian and Bicycle Improvements With this project it is proposed that there be an eight-foot-wide bituminous trail constructed along the west side of the road and full reconstruction of the existing 8-foot bituminous trail on the east side of the roadway. The eight foot trail on the west side of the roadway will close an existing trail gap that currently exists between 140t" Street and 144t" Street on the west side of the roadway. This extension will provide access to Johnny Cake Ridge Park West, Eastview High School and its surrounding athletic facilities, and the future alignment of the North Creek Greenway Regional Trail. The proposed North Creek Greenway Regional Trail is currently proposed to extend through the parcels located immediately to the west of this segment of Johnny Cake Ridge Road. Access to the trail will be provided as part of the North Creek Greenway project that is currently under development. Both eight-foot-wide trails on both sides of Johnny Cake Ridge Road will be owned and maintained by the City of Apple Valley. As this project progresses into final design of the roadway and trails, boulevard widths on both sides of the trails will be evaluated. It is anticipated that boulevard widths may vary to minimize property impacts and provide additional space for stormwater Best Management Practices (BMPs). Pedestrian curb ramps will be added at each intersecting street for pedestrian access and will be constructed in compliance with current ADA standards. 3.3 Storm Sewer Based upon information obtained from the City of Apple Valley's GIS mapping system, the majority of storm sewer between 140t" Street and 147t" Street was constructed between the 1970s and 1990s. The existing drainage areas throughout the project area consist of transportation facilities with residential and park spaces. Drainage is generally split between two discharge locations east and west of the project area, including an existing ponding area located in Johnny Cake Ridge Park East, between Field A and Field B, and a large regional ponding area located south of the Eastview High School Football Field. These ponding areas are hydraulically connected however it is assumed that this connection only occurs during large runoff events that surcharge the storm sewer system. The City has existing model data on their storm sewer system that should be reviewed prior to final design. The entire project area is located within a Drinking Water Supply Management Area (DWSMA)and an Emergency Response Area (ERA). There is existing RCP storm sewer within portions of the project area that range in size from 12- inches to 33-inches in diameter. Catch basins are generally located at intersections and low areas. The condition of the existing storm sewer is unknown however it is assumed that the City will salvage any existing storm infrastructure to the maximum extent practicable. FEASIBILITY STUDY APPLE 179768 Page 10 3.3.1 Design Requirements Summary The project is located entirely within the Vermillion River Watershed Joint Powers Organization (VRWJPO). The VRWJPO is governed on the municipal level therefore stormwater regulation is deferred to the participating cities and in this case, the City of Apple Valley. The City of Apple Valley has developed a number of goals and policies to proactively manage stormwater and surface water resources within the City, including policies for development, redevelopment and land disturbance, summarized below: • Water Quality: The project shall have no-net-increase in average annual total suspended solids (TSS)and total phosphorus (TP) loading compared to the pre-development condition of the site. • Rate Control: The project shall have no-net increase in peak runoff rates relative to pre- project runoff rates for the 1-year, 2-year, 10-year, and 100-year critical storm events. • Volume Control: Follow Minimal Impact Design Standards (MIDS)for water quality volume. Note that this project area is prohibited from infiltration due to the DWSMA and ERA areas. Additionally, the project will be required to meet the requirements of the MPCA's Construction Stormwater Permit, including temporary and permanent stormwater management requirements that must be incorporated into final design documents. 3.3.2 Proposed Drainage and Storm Sewer While there will be additional impervious surfaces added throughout the project area with the addition of the west trail and other roadway/intersection modifications, the proposed drainage areas and patterns will generally match the existing to the maximum extent practicable. As the proposed roadway will be required to meet MnDOT State Aid Criteria, additional catch basin locations are shown in accordance with MnDOT State Aid Spread Maximum Allowable Spread Table for a 10-year design frequency based on a 2023 ADT of 7,609 (MnDOT Traffic Mapping Application)vehicles/day and a design speed of 45-mph. The hydraulics for the proposed storm sewer system were evaluated for a 10-year design frequency based on flow calculated with the rational method from contributing areas compared to manning's gravity full flow pipe capacity of the existing pipe. Proposed or replaced pipes in the project area range from 12-inches to 36-inches in diameter. Several pipes are being shown as being replaced with a pipe of larger diameter however there may be potential to salvage some existing storm sewer with a better understanding of condition and a more detailed design. Proposed pipe hydraulics were evaluated within the project limits only however it is recommended that the areas outside of the project area be further evaluated with final design and other future projects planned for the park area, including reviewing available model data. There are a few locations where the proposed storm sewer ties into existing storm sewer throughout the project corridor. Tie in locations should be further evaluated for downstream capacity and constructability with final design and other future projects planned for the park area. The proposed project is expected to add approximately 0.6 acres of new impervious surfaces and fully reconstruct approximately 3.6 acres of existing impervious surfaces. Due to this, volume control will be required per City policy. As infiltration is prohibited in the project area, runoff FEASIBILITY STUDY APPLE 179768 Page 11 volume generated from 0.55-inches over the sum of new and reconstructed impervious surfaces (0.2 acre-feet or 8,385 cubic feet) is proposed to be managed via a linear filtration swale (MIDS Design Sequence). The filtration swale is proposed to be located on the west side of the roadway in the northern portion of the project corridor, between a proposed sidewalk facility and existing parking lots. The swale will be lined with an impermeable liner and require underdrains for discharge. Survey of the adjacent storm sewer should be collected prior to final design to verify exact locations of underdrain connections. The swale is proposed to be approximately 2-feet deep with 4:1 side slopes and a 2-foot wide ditch bottom, yielding a volume of 20 cubic feet per lineal foot of swale. Based on this swale configuration, approximately 420-feet of swale should be constructed. Where possible, roadway drainage should be directed towards the swale for treatment and flow attenuation. Swale construction may require the removal of existing trees. Due to the linear nature of the project and as drainage patterns will be maintained throughout the project area, it is assumed that any increased in runoff rate will be negligible. Additionally, it is expected that there are minimal changes to pollutant loading throughout the project corridor. Additional calculations and model should be completed with final design. Figure XA and XB show the proposed storm sewer layout, filtration swale, and other considerations. FEASIBILITY STUDY APPLE 179768 Page 12 • - " - : " ?'+ram Existing Ponding Area Legend „tor r• * 110,746ssimp 1-1 ExistingStorm Structure • ; • X• J" �• 1.• d' _ , - _ •. iiiii.: ► Existing Storm Sewer N74. '°` n Proposed Storm Structure ,� x. "� • L S N :::::: I :ie::le • E yea : tr � � . oil K . — a 4. • t, "ry C`. ,A->- ,r -.i. sa' s-5 ,,,?,fa/, -..t c ;,'° AS' d i •:.'"�i`• '` '—may,` ^� 4y �0 ` •• 3 J��'�,�e' ••4 mow ;'' t; � :;, ',r�# .. .k . s♦ - . - , 7 API tr, r • '' 141111. V. 4'.....!. %.14 . . _ . ) , A ,,., 15—� J r W1VM,s ■ tia .A+ 1I [ N O. = - _ - _ nHH±ZL *• nHH1,Zl - 33 I 2 . \\ • CV� 11l,bL 11l,bL CV111M13,bL t-• nHHL ZL i nHHL ZL cri l±H/naHi Zl 1±H,b L 1 ■�rew� • � I -- 10. E • :1 ,. • :1 �� 24 g....... JilvMs • alit • Y2 ti 4 14..1 4.4.,,,,.. li 11 iL*477""1 ti I. 4* fib . ik * ft 10. IPP 41116 11) OS 111411 11111 l it..:" ''; -- _—__ Proposed Filtration Swale with underdrain and OCS , itilk"gr .. ,,pew .:41Likl'. y r s ' ,;• 4 • � ' • X ''' • �'I' _ - GCMG Project:APPLE 179768 J Z Print Date:9/19/2024 User Nam JCRR Feasibility - Stormwater Figure g .1( _ e:ejennings XA 0 50 100 PrGjecgGm Between 140th Street and 147th Street 983 HARN Ad]MN Dakota Feet SEH NAD 1 Feet Source: Apple Valley, Minnesota This ma is neitheral all recometl ma n and is not intended to be used as one.This ma is compilation of records information and data gathered from various sources listed on this ma and is to be used for reference purposes SEH does not warrant that the Geographic Informations stem GIS Data used toprepare thn ma are error free and SEH does not represent that the GIS Data can be used for navigational,trackin r other purpose xactin measurement of distance or direction or precision in the depiction ofgeographic features.The user of this ma acknowledges that SEH shall not be p legally the o survey map p w p 9 p p rpose YY ( ) p p9�o any p rpos re9uidn9 e g p e.. p P 9 liable for any damages which arise out of users access or use of data provided. 1. tittre4 i. 1/1 �►.. �� �y.t.r. ..,._ 1;, }'Ay4 ram• "' ' 'f :� R. f , 0. ,t Legend , , . wf'. � opti . ...--if . 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G!' -C. y W - .6 r Id -`;' It _. -- 1 T..--' ) E. .& 'i - Existing Storm Sewer to Ponding Area, •* *H. _ W Lang , - ibki, { Ultimate Discharge to Regional Ponding Area 4 , • - Existing Storm Sewer to Regional Ponding Area 1 I 6�� ,..,,, I l'tl-' It ., illinuoi .: . ,''., :,,- . r, ri, . . . • „....7 ,t ,• i , ,,- .- - 1,. , ,, , _ _.• • . _. 3 ..,<'"_.""` 'ram - t .. ' 1 �.+r" __. ,. le , ' -•„ g 4 ... •- i �\ 'fi r1F !1{ ar K, .Ysa46 .I1 ~ , ,Th Sour r r J Project:XXXXX 000000 Z 50 100 Print Date: JCRR Feasibility - Stormwater Figure User Name:ejennings X B 0 Projection:NAD 1981983 HAHARNAdjMN Dakota Feet Between 140th Street and 147th Street g Source: SEH Feet Apple Valley, Minnesota Thisneither legally recorded ma n and is not intended to be used as one.This mapa compilation of records,information,and datagathered from various sources listed on this mapand is to be used for reference purposes only.SEH does not warrant that the Geographic Information System(GIS)Data used toprepare this are error free,and SEH does not represent that the GIS Data can be used for navigational, other purpose exactingmeasurement of distance or direction or precision in the depiction ofgeographic features.The user of this mapacknowledges that SEH shall not be map is 9 Y e t c racy map is co p p rpose YY mapptracking,orany p rpos re9uidn9 p e.. p 9 liable for any damages which arse out of the user's access or use of data provided. 3.4 Watermain and Sanitary Sewer 3.4.1 Watermain Improvements Along with the reconstruction of Johnny Cake Ridge Road, the condition of the public utilities underneath the roadway was evaluated. Utility replacement is typically considered at the time of street reconstruction, as any utility repairs after construction will require the new roadway to be removed and the section of roadway to be compromised. A review of the existing watermain facilities show that a 12" Ductile Iron Pipe (DIP)watermain is present along the entire corridor along both sides of the roadway. Multiple shorter segments of watermain are present along the roadway providing service to the surrounding land uses. Based on conversations with City staff, there has not been a history of watermain breaks along the corridor and the watermain is in relatively good condition. Therefore, no major watermain replacements are included with this project. Minor watermain costs were included to adjust gate valve boxes along the corridor that may be impacted by the new proposed trail on the west side of the roadway. 3.4.2 Sanitary Sewer Based on a review of City information, no sanitary sewer is present along the corridor. 3.5 Intersection and Street Lighting Street lighting along the project corridor is limited to one streetlight at most driveway access points and intersections along the corridor. The following Table 1 summarizes the lighting present at each intersection with Johhny Cake Ridge Road: Table 1 —Johnny Cake Ridge Road Existing Intersection Lighting Intersecting Street/Driveway Lighting Present Impacted by Constructio 140th Street Intersection Lighting (2 units) Yes Johnny Cake Ridge Park E/W Parking Lot Lighting on west Unlikely North Parking Lot Access leg Johnny Cake Ridge Park East None N/A South Parking Lot Access 142nd Street Yes (1 unit) Yes 144th Street Yes (1 unit) Unlikely Currently, there are four intersections with Johnny Cake Ridge Road that provide intersection lighting. Of these four intersections two are likely to be impacted by construction and replaced with this project. To provide continuity, the City also proposed to light the remaining two intersections that either have no lighting or lighting in proximity due to the presence of a parking lot. For the purposes of this Study, a cost has been included to account for the relocation of three lighting units and the installation of three additional lighting units. All lighting fixtures along the corridor are expected to have LED luminaires. FEASIBILITY STUDY APPLE 179768 Page 15 4 Permitting The following permits will need to be obtained prior to the reconstruction of Johnny Cake Ridge Road: • NPDES Construction Stormwater General Permit • City of Apple Valley MS4 Permit 5 Project Schedule The Johnny Cake Ridge Road Improvement Project is proposed to be constructed in 2025. This would include all street, storm sewer, and trail construction. It is proposed that construction begin in late Spring/early Summer 2025 and be completed at the end of the 2025 construction season. A proposed schedule is as follows: Council Accepts Feasibility Study October 11, 2024 Council Orders Construction Documents October 11, 2024 Neighborhood Open House November/December 2024 Council Approves Construction Documents/ March 2025 Authorizes Bidding Open Bids April 2025 Award Bid April 2025 Start Construction Late Spring/Early Summer 2025 Final Construction Completion Oct/Nov 2025 6 Project Cost/Financing The estimated costs for the work presented in this Study have been itemized in Appendix B. They include construction costs, 15% contingency and 25% engineering (including: engineering, construction administration, and project administration costs). No additional right of way acquisition costs have been included in the overall cost estimate. The cost estimation is based on a bid date in the Spring of 2025 and construction occurring and completed in 2025. The following Table 2 shows a breakdown of costs for the proposed project: Table 2-Street Reconstruction Summary of Project Costs Total INIMMIP Street Reconstruction $2,111,704.00 Storm Sewer Improvements $466,155.00 Street Lighting Improvements $100,000.00 Soft Costs (Engineering and Admin Fees) (25%) $582,141.00 Total Estimated Cost $3,260,000.00 FEASIBILITY STUDY APPLE 179768 Page 16 6.1 Funding The street, trail and storm sewer improvements proposed to be constructed with this project are anticipated to be funded by City of Apple Valey Municipal State Aid Funds. Any minor watermain adjustments are proposed to be funded entirely through the City sanitary sewer and watermain utility funds. 7 Recommendations and Conclusion The work outlined in this Study are both cost effective and feasible from an engineering perspective standpoint. The proposed improvements are necessary in order to address deteriorating street and trail conditions. Based on the information presented in this Study, we make the following recommendations: • Reconstruct Johnny Cake Ridge Road to include a street section with an urban 9-ton design and other recommendations outlined in the to be completed geotechnical report • Storm sewer should be replaced where necessary and designed in accordance with City of Apple Valley and Minnesota State Aid Standards. • The total estimated project cost of the recommended improvements is $3,260,000.00 • It is recommended that this Study be approved and adopted by the City Council as the guide for the proposed work. CMJ FEASIBILITY STUDY APPLE 179768 Page 17 Appendix A Johnny Cake Ridge Road Corridor Study Corridor Study Report Johnny Cake Ridge Road City of Apple Valley, MN APPLE 179768 I October 3, 2024 ii 1/ SEH Building a Better World for All of Us® Engineers I Architects I Planners I Scientists Corridor Study Report Johnny Cake Ridge Road City of Apple Valley, MN SEH No. APPLE 179768 October 3, 2024 I hereby certify that this report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Chad Jorgenson, PE, PTOE (Lic. IA, MN, SD) Date: 9/30/2024 License No.: 55528 City Reviewed/Approved By: Reviewed By: Date: Prepared by Short Elliott Hendrickson Inc. for the City of Apple Valley, Minnesota Short Elliott Hendrickson Inc. 3535 Vadnais Center Drive St. Paul, MN 55110-3507 651.490.2000 i SEH Contents 1 Project Description 1 1.1 Overview and Purpose 1 2 Existing Conditions 3 2.1 Roadway and Multimodal Facilities 3 2.2 Crash History 5 2.3 Existing Traffic Volumes 5 3 Future Conditions 8 3.1 Traffic Forecasts 8 4 Analysis of Alternatives 10 4.1 Warrant Analysis 10 4.2 Safety Analysis 12 4.3 Traffic Operations 12 5 Cost Estimates 18 6 Conclusion 18 6.1 Recommendation 18 List of Tables Table 1 —Crash History(January 2019—June 2024) 5 Table 2—Daily Traffic Volumes and Forecasts 8 Table 3—Warrant Analysis Results Summary at Johnny Cake Ridge Road and 142nd Street W 11 Table 4—Annual Crash Estimates 12 Table 5—Level of Service Threshold 13 Table 6—Johnny Cake Ridge Road at 142nd Street W Existing (2024)Traffic Operations 13 Table 7—Johnny Cake Ridge Road at 142nd Street W Future No Build (2044)Traffic Operations 14 Table 8—Johnny Cake Ridge Road at 142nd Street W Future Build (2044)All-Way Stop Control Traffic Operations 14 Table 9—Future Build (2044)Two-Way Stop Control Traffic Operations 15 Table 10—Future Build (2044) Roundabout Control Traffic Operations 15 SEH is a registered trademark of Short Elliott Hendrickson Inc. CORRIDOR STUDY REPORT APPLE 179768 Contents (continued) List of Figures Figure 1 —Project Location 2 Figure 2—North Creek Greenway Master Plan Trail Alignment 4 Figure 3—Existing (2024)Traffic Volumes 7 Figure 4—Future(2044)Traffic Volumes 9 Figure 5—Proposed Mini Roundabout Layout 16 Figure 6—Proposed Urban Compact Roundabout Layout 17 List of Appendices Traffic Turning Movement Counts Warrant Analysis Traffic Operations Analysis Reports Layout and Cost Estimate CORRIDOR STUDY REPORT APPLE 179768 Corridor Study Report Johnny Cake Ridge Road Prepared for City of Apple Valley, MN 1 Project Description A full depth reconstruction is planned along Johnny Cake Ridge Road between 140th Street W and 147th Street W in 2025. This report provides a comprehensive review of the entire project corridor which includes evaluating intersection control alternatives at 142nd Street and verifying traffic operations at 140th Street W and 1471h Street W. The City of Apple Valley has received several complaints about delay and inefficient traffic operations at the intersection of Johnny Cake Ridge Road and 140th Street W. Traffic impacts at 140th Street W and 147th Street W must be taken into consideration as part of the corridor study. As part of the overall planning process, the City has requested an Intersection Control Evaluation (ICE) Study be completed to help identify the appropriate type of intersection control at the intersection of Johnny Cake Ridge Road at 142nd Street W. This report documents the existing intersection conditions, traffic operations, safety analysis, and provides guidance to the City of Apple Valley in determining the short- and long-term improvements for the corridor. 1 .1 Overview and Purpose The Minnesota Department of Transportation (MnDOT) Intersection Control Evaluation (ICE) is an objective process used to investigate and determine the optimal type of traffic control that should be provided at an intersection to serve the existing conditions and future needs. The investigation includes analyzing traffic operations during the weekday AM, school dismissal (SD), and PM peak hour for the existing year(2024) and forecast year(2044)traffic conditions. The evaluations include assessing traffic control volume warrants, intersection safety, and traffic operations. The range of traffic control options includes a No Build scenario, with no change to the existing control conditions, and viable traffic control options for the intersection of Johnny Cake Ridge Road at 142nd Street W. Traffic control options may include retaining all-way stop control, roundabout control, and minor street stop control. A four-lane to 3-lane conversion on Johnny Cake Ridge Road between 140th Street W and 147th Street W was also analyzed, including potential traffic control changes at 142nd Street. Figure 1 depicts the study intersection in a location map. APPLE 179768 Page 1 ., . _to. fri..&.„ - ..-. • *4 .1- ili • 1- , ' !A.:. ' --.9.: • - .11 7.1.-.• T141 ., 3,,Vir let_ 1..:, . felvir,z , , . .;14....) . . ,.. . :.... .... , -4. s. $ -. hAiiiii 1 .41,.,_.„,c. • , J. . Zi• - - --- - 1aw_ - - _ - .Ar 1. 1°'- .f ' 1. 44. .# 4 -‘1 til, • , ! Ii ••,..r, ♦.. _ '� ,4 -w - Ii rimrgi . pi-,,e. - ,-• • '''• ' . ....;11••1100 li i t t 'S' '' II •t fro+ '® ' I,.• • *r .�+ • '' .c`' ..�c �. . T; } !� a A i i LLC" • 7 I • _ • • . .4 ®: -.142nd l Q - -—1- l-- .,... - . .•j . -''y .' IlAii.,,,. ., -cs . .-: - ' .. 4.0in. 4:44 -11.2f* plitYpt - :it ' ' It ' ' . rx ' ‘or‘•", 47,,,i1..-. . 'PT . ---?.. ..a - ,....' ro Pr) , . 1. 41: •._-. 7, .., . :• , gi, -._. _- .,.... i. • _ . ..,. . . .4, , . • .. .. ... ,•_ . , • . .1,4 ' . • ' . .. - •.. .. - .,. g :, - - - __.. A. . -7....... Al.' . 'Z'n• IR 1..• .. .49 _ 41&i. ti.....' '‘‘' '. y i ) 33 g. -.4 . 'IrlelpeAr."‘• . • _ 15 •_ ,,,,i . . #:,. ._ 4.-... ....d.or . nn ' . AR• .- . .... .4) , A ' -. - 1a3"4. . ..' -:41; 04-. . .04167 ;I-- ifoir IA • ' . 1 4,I.... ;, 4 "'"'------- ' I ' 11 ; .. , ._ 7 -Ii• • •4-;Oa , .. ..° it, . 10........-........-- • ,._ . . .__ • cl 'f, ...k.a.0.11101.1.1... * :-___ -...-- ,t ---::.-0.:°°*,,-.---- -.---' ..... ,_--_ • ' ..... Ts. •...,!2•7t77 14.111!":?-1: 1•8•.,..._ .7'4. 4 L. • -. - ': .. , ,r ., ; , 11 ,z © Intersection ID N Project:APPLE 179768 jPrint Date:9/26/2024 Project Location Figure _ Map by:fjohnson Projection:Dakota Co Johnny Cake Ridge Road Corridor Study 1 SEH Source: Apple Valley, MN This map is neither a legally recorded map nor a survey map and is not intended to be used as one.This map is a compilation of records,information,and data gathered from various sources listed on this map and is to be used for reference purposes only.SEH does not warrant that the Geographic Information System(GIS)Data used to prepare this map are error free,and SEH does not represent that the GIS Data can be used for navigational,tracking,or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features.The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the users access or use of data provided. 2 Existing Conditions 2.1 Roadway and Multimodal Facilities Johnny Cake Ridge Road is a north-south Major Collector roadway that extends from Diffley Road in the City of Eagan to 160th Street W in the City of Apple Valley. Through the study area, Johnny Cake Ridge Road has a posted speed limit of 45 miles per hour(MPH) and is a four-lane undivided roadway facility from 140th Street W to 147th Street W. South of 147th Street W, it becomes a four-lane divided roadway. In the study area, there are currently north-south shared-use paths at the following locations: • On the east side of Johnny Cake Ridge Road between 140th Street W and 147th Street W • On the west side of Johnny Cake Ridge Road between 142nd Street W and the aquatic center, and between the Abdallah driveway and 147th Street W. There are no multimodal facilities on the west side of Johnny Cake Ridge Road between 140th Street W and 142nd Street W. The North Creek Regional Greenway is planned to go through Johnny Cake Ridge West Park near the study area. Figure 2 shows a potential planned trail alignment of the North Creek Regional Greenway. 2.1 .1 Johnny Cake Ridge Road at 142nd St W Intersection The intersection of Johnny Cake Ridge Road at 142nd Street W is an all-way stop controlled intersection. The west approach has a shared left turn/through lane and a dedicated right turn lane; the east approach has a share left/through/right turn lane. 142nd Street W is an east-west Minor Collector roadway that extends from just west of Johnny Cake Ridge Road to Pilot Knob Road to the east. East of Johnny Cake Ridge Road, 142nd Street W is a two-lane undivided roadway with a posted speed limit of 30 MPH and provides access to Highland Elementary School, Scott Highlands Middle School, Johnny Cake Ridge Park East, and single-family homes. To the west of Johnny Cake Ridge Road 142nd Street W provides access to Johnny Cake Ridge Park West, an aquatic center, pickleball courts, and Eastview High School's tennis and baseball fields. Several planned improvements are being considered at Johnny Cake Ridge Park West, which include the addition of a skatepark, an extension of the North Creek Regional Trail, and improvements to existing baseball facilities. CORRIDOR STUDY REPORT APPLE 179768 Page 3 Figure 2—North Creek Greenway Master Plan Trail Alignment 7: • 140THSTW_ I I[ . Johnny Cake •�_ ''' Ridge Park ' Johnny Cake east : Wayfinding Ridge ParkytY west ! ° Trail connection Propo.cd . ' A Proposed grade regional trail' Apple Valley separated crossing Nulty0-1 center aquatic `>`� Existing grade tt separated crossing �� "`"W` Existing regional trail .. Proposed regional trail r• .,....� .I...l.... Y _+l _ Existing local trail J M Proposed local trail MOP 7 Water = ■ Greenway corridor "'�T�anaged in = - renaturalized s corridor 1l < i 1 C'S:All42 p i ----=—.111.1\"11WW%-il' I ! pFc uture dark and -a 7stonm�ater opportunitiesII ,,n 4 with rede%elopment • I) Integrate grade IischerAggregate Fir ' I . t separated crossings e I de%elopment area `• 1 mads are constructed 1...0. ,, s ti_, I,;I:It,I .,,im'il _ 1:i..,2dll,i I. miiil I57th Street C� ... .7 , k Trantitt Stationjk l.akr I)uail% ,-- COI A I l ROAD 4( Point Pals �, l t_.-..„10.--- 1 CORRIDOR STUDY REPORT APPLE 179768 Page 4 2.2 Crash History Crash data from January 1, 2019 through June 30, 2024 (5.5 years), was obtained from the MnDOT Crash Mapping Analysis Tool (MnCMAT2). The type and severity of the crashes were reviewed, and the crash rates and critical rates were calculated for the study intersection. The crash rate at each intersection is expressed as the number of crashes per million entering vehicles (MEV). The critical crash rate is a statistical value that is unique to each intersection and is based on vehicular exposure and the statewide average crash rate for similar intersections. An intersection with a crash rate higher than the critical rate can indicate a safety concern at the intersection and the site should be reviewed. Crash severity is separated into five categories based on injuries sustained during the crash. • Fatal—Crash that results in a death. • Severity A—Crash that results in an incapacitating injury or serious injury. • Severity B—Crash that results in a non-incapacitating injury or minor injury. • Severity C—Crash that results in possible injury. • Property Damage—Crash that results in property damage only, with no injuries. The intersection of Johnny Cake Ridge Road at 142nd Street W experienced five crashes during the 5.5-year analysis period and has an existing crash rate that is below both the calculated critical crash rate and the statewide average crash rate for similar intersections. All five crashes involved a driver failing to stop at a stop sign. Icy road conditions were a factor in one crash, and the other four crashes involved a driver failing to yield the right of way. Crash information is summarized in Table 1. Table 1 —Crash History(January 2019—June 2024) .111 Crash Severity 1111111 Crash Rates Intersection Pro Int. Critical Average atal Sev A Sev B Sev C Damag IF: Rate Rate Rate Johnny Cake Ridge Road at 0 0 0 1 4 5 0.26 0.72 0.28 142nd Street W 2.3 Existing Traffic Volumes 15-hour intersection turning movement data was collected at intersection of Johnny Cake Ridge Road at 142nd Street W between 6:00 AM and 9:00 PM on Thursday, May 16, 2024 to analyze a typical weekday AM, school dismissal, and PM peak hour. To assist in accurately modelling platoons of vehicles through the study intersection and to evaluate the performance of a four-lane to three-lane conversion on Johnny Cake Ridge Road, additional intersection traffic counts were also taken at the intersections of Johny Cake Ridge Road at 140th Street W and 147th Street W. 13-hour intersection turning movement data was collected at these intersections between 6:00 AM and 7:00 PM. CORRIDOR STUDY REPORT APPLE 179768 Page 5 As part of these counts, passenger vehicles, heavy vehicles, pedestrians, and bicyclists were separated. The AM peak hour was determined to be 7:00 to 8:00 AM, the school dismissal (SD) peak hour was determined to be 2:30 PM to 3:30 PM, and the PM peak hour was determined to be 5:00 to 6:00 PM. Figure 3 shows the existing intersection volumes, and Appendix A includes the raw May 2024 count data. 76% of the total volume at the study intersection of Johnny Cake Ridge Road and 142nd Street W approached from the north and south legs. The intersection has an estimated daily volume of 7,540 vehicles per day (vpd)on the north leg and an estimated 7,690 vpd on the south leg of the intersection. Based on the collected traffic count information 142nd Street W has an estimated daily volume of 3,100 vpd on the east leg and an estimated 1,690 vpd on the west leg of the intersection. CORRIDOR STUDY REPORT APPLE 179768 Page 6 11.. .. . itl , r A .., - f . . _ . .:..1F a :. --4;...i. ;114!...‘•-,,. iiiii:it 1 IL r-p!..% , J• , '4. - .. ‘•••••••) • ' ea. .••-••• _i" • •Ilk, • ‘ .% , .1'.. ....alt, arrik. lir . 1.11 , ir •, ,_. ago wa-__. till ..•:...7= '• -•oir ai . ' Th 'Nana , -- .- f b '" "` '�" , :* -• 4 .+.,Ile r ' iii 1•m • 6►. ')tea• 1 ''•/ - m'••A ICa... • e''..a a,'. ` ri lifc ... ° . IN- Ir...a.M I. ! *it. 4.4-` ' 4r 7. . '7.11 . ik ••:',•" •.. -,. • .,..... 1 .:. ,,•,.... ,r •,0,, . . •,ok,.. •44‘..)„ ,f .. •.i. .. •., _:-_,- - . - 4', -'I.,. '' 11.. li • "`-.Irt, : •r. - '.� tit - 1 ..'_ -----e. ` ,•-,, rye' ,'4 • I ..0.—. - — •, —'-v. .41 •' , • :: .T. PIA vree. • ' ' '- -• 3: g 4-1'". i.'" . ..40°.: - I gm' •••••?w ' 7 • •' • 2 • T; '� • 105/(52)/[45] • ®: . 142nd t 1 "_- _ __it: v s �� 68/(81)/[49] . ..w, � , ` S 142nd St STOP _• y , *4_r +�' - **1..„-.0'..4 41:1V,4t .004,1101, •,..--..---,-,,-• . , .4.4,, ..,Ab. . t, ---- a. • . . •- ..' "N -. diPi• . •. . ' • * _.teptp- . , ..,, •ip . .• . .... • .. .....:,...7__c..., . :raga.„ . , , .., _ , . .1'4 ' _, • _, _ g ;, . . .., • _.. .. . -7.....* Aka.. - . .,. ..... 4 4_ ..,,Ln. IR. .w., ie .404 _ ,..ingle ti.,..' °%. '. or — ' li 4'14 .. . .1191117 t'ILI‘91 VI ' . • ' f ¢ I• .{� ,I'{ir k( I "Al NFL t1, q . .,. J. a....a:4,.. ....1.1,siii--;.-ge... .. .e.' . i '''). ;44Ikllr"- . . ... . • . . , _ ' . , .4, A-4111 IN,7),,r4-.1.14.lit".., 4, ; ''' -{3N ..' - - .' ,5 ,._ _ • ti! 1 i V- 11011°Y- : --- 1 ' . , 4,• 1: . • yl ~ ' 1 t'. ..- 2: . 9 Ag ......44,10. k Nit , 11-r' pir • s 4 O O Intersection ID All-Way Stop Control *� AM Peak Hour 7:00-8:00 AMri s = - - - 1 I School Dismissal Hour 2:30-3:30 PM X .• _ t , _. , XX I(XX)I[XX]—PM Peak Hour 5:00-6:00 PM N Project:APPLE 179768 Print Date:9/26/2024 Existing Traffic Volumes Figure _ A Map by:ljohnson Johnny Cake Ridge Road Corridor Study Projection:Dakota Co ^ SEH Source: Apple Valley, MN 3 This map is neither a legally recorded map nor a survey map and is not intended to be used as one.This map is a compilation of records,information,and data gathered from various sources listed on this map and is to be used for reference purposes only.SEH does not warrant that the Geographic Information System(GIS)Data used to prepare this map are error free,and SEH does not represent that the GIS Data can be used for navigational,tracking,or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features.The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the users access or use of data provided. 3 Future Conditions This study includes evaluation of the study intersection to determine the appropriate type of intersection control; future year conditions were evaluated for 2044 traffic volumes. 3.1 Traffic Forecasts Previous City of Apple Valley Comprehensive Plans, the City of Apple Valley Zoning Map, and historical annual average daily traffic(AADT)counts were reviewed to assess appropriate traffic growth along Johnny Cake Ridge Road throughout the study area to determine the future design year 2044 traffic volumes. The resulting growth rates for each leg at the intersection of Johnny Cake Ridge Road and 142nd Street W are shown in Table 2. The 2024 estimated daily traffic from the 13-hour count, calculated forecast annual growth rates, and 2044 forecast daily traffic volumes are also shown in Table 2. The forecast 2044 traffic volumes at the study intersection are shown in Figure 4. In 2044, Johnny Cake Ridge Road is expected to have an approximate daily volume of 9,000 vpd in the study area. The Daily Planning Level Roadway Capacity indicates that a three-lane road, with one through lane in each direction and a two-way left turn lane (TWLTL) in the center of the road, is expected to provide enough capacity for 18,000 vehicles per day. Forecasted 2044 daily traffic volumes are well below the daily capacity for a three-lane roadway and should not cause significant delay on Johnny Cake Ridge Road. Table 2—Daily Traffic Volumes and Forecasts Intersection Leg 2024 Daily Traffic Annual Growth 2044 Forecast Daily Volume (vpd) Rate Traffic Volume(vpd) North Leg 7,540 1.0% 9,050 South Leg 7,690 1.0% 9,230 East Leg 3,100 1.0% 3,720 West Leg 1,690 1.0% 2,030 CORRIDOR STUDY REPORT APPLE 179768 Page 8 r Wit'' # • - e r- "4 34,,;, 1N 4 ' - ''\ - .i . ..i 4 • Mal g UJ -; • : -:..•■Ne _jj g V II _.r - - - -0 60 -• -• ' ' ,e• lir 7, • - ..`" ' •-,- 4 _ . •- !4•11 :-1r4r*•-• riei,, s-itiir -..'. • . _,.. _. . .. , .= • . , , • , ....r."", HI...lip•1/4474, -41 .,.., - • .'4,94,sil 11;a- . 't . • ,...,4210., ' ii.46:. . _ i) 144 , *. ,..: _-q--- ' - ...• '• A4 • " 4 . , I 4, . . - 4. ..'.. lise: .. .aC. -�.• ' • �� s. T `� � ttil(a.r.,_4(14 or4f4:%dr..417.>"-‘,; -,,:. ' -. 4..`..\Ili ' %. '-' - rii I 1 -, ..,,,', liti. .1 '��` •h A -~� ` , it, f� •k� . • . . . r is:. • , r•,_.-—oo-E,7 ‘ , t. --1•14;1;iiip •• -- - - •. .."- - .l 126/(62)/ oLu[54] ji..142nd •Imi �p r..'-+� - MN n +68/(6)/[61] i .. s �_t �k '� •s 142nd St 4.1 f* 82/(97)/[59] +•� r STOP 2/(115)/[56] .1'•V'1Ns4 I 5/(80)/[34]� uuu • �'• t _„ . _ • 1 r v co d g, •--- , . . — .— , ,..- . ...,,,, .. s,- .4. -r-.140,.• . ,1 ` `• .. Alk; .* •N. , ' so , • • _fir - -� ' • r — g . •• • >0I f s a' lot f 0. r -.1,A0 IR • -. 1 . , _ . . . . ,.....0.4,. .. ••.' ...1444.16;4, 4.,,Al .414",•••Ii-71 17:):Itar-;-...,„.3. .1.4!,,i...:,..-......, es ; ,.,7,..„. . q.__ - 7-9 • t •`--17---1 ropmaninim. I _ t 1 . ........40. • .1 .1-r' ti:\I„I • • ® O Intersection ID - All-Way Stop Control w _ •-• iv • - AM Peak Hour 7:00-8:00 AM ri s �.�;�, I School Dismissal Hour 2:30-3:30 PM X TS -- -.• _ i,a,; XX I(XX)/[XX]-PM Peak Hour 5:00 6:00 PM • = - • - ' I: si .. N Project:APPLE 179768 Print Date:9/26/2024 2044 Future Traffic Volumes Figure 2_ A Map by:ljohnsonJohnny Cake Ridge Road Corridor Study Projection:Dakota Co A SEH Source: Apple Valley, MN This map is neither a legally recorded map nor a survey map and is not intended to be used as one.This map is a compilation of records,information,and data gathered from various sources listed on this map and is to be used for reference purposes only.SEH does not warrant that the Geographic Information System(GIS)Data used to prepare this map are error free,and SEH does not represent that the GIS Data can be used for navigational,tracking,or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features.The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the users access or use of data provided. 4 Analysis of Alternatives The analysis of alternatives includes a warrant analysis, a safety analysis, and a review of traffic operations for each intersection control alternative, including all-way stop control, two-way stop control, and roundabout control. 4.1 Warrant Analysis The Minnesota Manual of Uniform Traffic Control Devices (MnMUTCD) provides guidance on when it may be appropriate to use all-way stop or traffic signal control at an intersection. This MnMUTCD guidance is provided in the form of"warrants," or criteria, for when all-way stop or signal control may be justified. Though all-way stop or signal control should not be installed at an intersection unless a MnMUTCD warrant is met, meeting a warrant at an intersection does not in itself require the installation of that control. Under the MnDOT ICE process, roundabouts are warranted if traffic volumes meet the criteria for either all-way stops or traffic signals. 4.1.1 Requirements for Installation of an All-Way Stop For an all-way stop control installation, the study reviewed the minimum volume criteria outlined in the MnMUTCD (Chapter 2B.7). This criteria states that for any 8 hours of the day, the combined major approach volumes and combined minor approach volumes should be at or greater than the volume thresholds. An engineering study that considers factors, including warrants, should be performed to determine the "best"type of control at an intersection. 4.1 .2 Requirements for Installation of a Traffic Signal For traffic signal installation, MnDOT typically requires volume thresholds for Warrant 1 to be satisfied, which requires 8 hours of combined major approach volumes and the highest minor street approach volume to meet MnMUTCD thresholds (Chapter 4C). The City of Apple Valley generally follows MnDOT's guidance, and the guidance outlined in the MnMUTCD. These thresholds vary with the number of approach lanes on the major and minor street. However, other warrants may be used as indicators of a need to consider traffic control change. In this analysis, Warrant 2 (4-hour volumes)and Warrant 3 (peak hour volumes)were also reviewed for each intersection; Warrant 7 (Crash Experience)was reviewed, but the minimum number of crashes was not met. An engineering study that considers factors, including warrants, should be performed to determine the "best"type of control at an intersection. 4.1.3 Warrant Analysis Assumptions MnMUTCD guidelines suggest that the warrant thresholds may be reduced based on the roadway speeds and population of the city the intersection is within. If either major approach to the intersection has a posted speed, or 85th percentile speed, that exceeds 40 mph, then a reduction to 70% threshold volumes is allowed in both the all-way stop warrant and traffic signal warrant. If the population of the city is less than 10,000 people, a reduction to 70% threshold volumes is allowed in the traffic signal warrant, but not in the all-way stop warrant. Based on the MnMUTCD guidance, the warrant analyses does include the 70%threshold reductions since the posted speed on Johnny Cake Ridge Road exceeds 40 mph. CORRIDOR STUDY REPORT APPLE 179768 Page 10 4.1.4 Warrant Results Summary Based on the 2024 traffic count data, the intersection of Johnny Cake Ridge Road at 142nd Street W does not currently meet the all-way stop warrant under the existing conditions. The intersection does meet Signal Warrant 3 (peak hour) but does not meet Signal Warrant 1 (8 hour) and Signal Warrant 2 (4 hour)criteria. With 2024 volumes, the intersection is right at the threshold of meeting all-way stop warrants and Signal Warrant 3. The intersection would meet the all-way stop warrant if there were 2 more vehicles on either the eastbound or westbound approach between 8 AM and 9 AM, and it would not meet Signal Warrant 3 criteria if there were 2 fewer vehicles on the westbound approach between 7 AM and 8 AM. Based on forecast 2044 traffic volumes, the intersection does not meet Signal Warrant 1, but does meet the all-way stop warrant and Signal Warrants 2 and 3. Table 3 provides both the all-way stop and traffic signal warrant summary for the existing 2024 and future 2044 conditions. The full all-way stop warrant and traffic signal warrant analysis can be found in Appendix B. It should be noted that an intersection may have additional hours above the minimum criteria; for example, an intersection may meet the all-way stop warrant for 11 separate hours even though only 8 hours are required to meet the warrant. Table 3—Warrant Analysis Results Summary at Johnny Cake Ridge Road and 142nd Street W di Traffic Signal Warrants Year(Geometry) All-Way St Warran Warrant 1 Warrant Warrant 3 8 Hour 4 Hour Peak Hour 2024 Not Met Not Met Not Met MET (Existing) 7 of 8 hours 6 of 8 hours 2 of 4 hours 1 of 1 hour 2044 MET Not Met MET MET (No Build/Build) 10 of 8 hours 7 of 8 hours 5 of 4 hours 2 of 1 hour CORRIDOR STUDY REPORT APPLE 179768 Page 11 4.2 Safety Analysis Future crash estimates were developed by applying existing and MnDOT statewide average (5.5 year)crash rates to the 2044 forecast traffic volumes for each control type at the study intersection, in addition to the existing or planned control type at the other intersections within the project area. • The No Build estimates are based on the existing crash rate as described in Section 2; the existing crash rate is 0.26 crashes per million entering vehicles (MEV). • Roundabout crash estimation was done using MnDOT's A Study of Traffic Safety at Roundabouts in Minnesota. This study found that single lane roundabouts have a crash rate of 0.32 crashes per MEV. The proposed roundabout layouts are shown in Figure 5 and Figure 6. Table 4 shows the projected number of total annual crashes at the study intersection for each traffic control type analyzed for the existing 2024 and future forecast 2044 traffic conditions. Table 4—Annual Crash Estimates Annual Crash Estimates Analysis IYear — All-Way Stop Two-Way Control (No Build) Stop Control Roundabout 2024 0.9 0.4 1.1 2044 1.1 0.5 1.3 4.3 Traffic Operations Existing conditions and forecast 2044 future traffic operations analyses were conducted to determine the level of service (LOS), delay, and queueing information for the AM, SD, and PM peak hour conditions of each control type scenario for the intersection of Johnny Cake Ridge Road at 142nd Street W. The intersections of Johnny Cake Ridge Road with 140th Street W and 147th Street W were included in the analysis, but intersection operations were not reported due to having similar operating characteristics between all modeled scenarios. LOS is a qualitative rating system used to describe the efficiency of traffic operations at an intersection. Six LOS are defined, designated by letters A through F. LOS A represents the best operating conditions (no congestion), and LOS F represents the worst operating conditions (severe congestion). For the study intersection it was assumed that a LOS D or better, for all approaches and the overall intersection, represent acceptable operating conditions. Table 5 shows the LOS thresholds for signalized and unsignalized intersections. CORRIDOR STUDY REPORT APPLE 179768 Page 12 Table 5— Level of Service Threshold Average Control Delay(sec/veh) Level of Service Unsignalized (Stop or Signalized Intersection Roundabout) Intersection A Oto10 Oto10 B > 10 and <_ 20 > 10 and <_ 15 C > 20 and <_ 35 > 15 and <_25 D > 35 and <_ 55 > 25 and <_ 35 E > 55 and <_ 80 > 35 and <_ 50 F > 80 > 50 LOS for intersections is determined by the average control delay per vehicle. The range of control delay for each LOS is different for signalized and unsignalized intersections. The expectation is that a signalized intersection is designed to carry higher traffic volumes and will experience greater delays than an unsignalized intersection; driver tolerance for delay is greater at a signal than at a stop sign. Therefore, the LOS thresholds for each LOS category are lower for unsignalized intersections than for signalized intersections. The attached Appendix C includes all relevant operational reports for the existing and future 2044 scenarios. All analysis was conducted in Synchro Version 11 or Highway Capacity Software (HCS 2023), utilizing the equations from the Highway Capacity Manual (HCM) procedures. 4.3.1 Existing Conditions During the AM, SD, and PM peak hours, the existing all-way stop-controlled intersection of Johnny Cake Ridge Road at 142nd Street W operates acceptably, with an overall LOS A during all three peak hours. All movements operate at LOS B or better and all approaches operate at LOS A or better during all three peak hours. The existing traffic operations for the Johhny Cake Ridge Road at 142nd Street intersection are shown in Table 6. Table 6—Johnny Cake Ridge Road at 142nd Street W Existing(2024)Traffic Operations Delay(sec/veh)/ S Peak Hour NB Approach SB Approach EB Approac WB Approach Intersection AM 7.9/A 7.7/A 5.4/A 7.1 /A 7.6/A SD 8.2/A 8.5/A 7.2/A 5.7/A 7.7/A PM 8.6/A 8.5/A 5.8/A 6.5/A 8.0/A 4.3.2 Future Year 2044 No Build Conditions Under 2044 future No Build conditions, the all-way stop-controlled intersection of Johnny Cake Ridge Road at 142nd Street W operates acceptably during the AM, SD, and PM peak hours, with an overall LOS A during all three peak hours. All movements and approaches operate at LOS B or better during all three peak hours. The future No Build traffic operations for the Johhny Cake Ridge Road at 142nd Street intersection are shown in Table 7. CORRIDOR STUDY REPORT APPLE 179768 Page 13 Table 7—Johnny Cake Ridge Road at 142nd Street W Future No Build (2044)Traffic Operations Delay(sec/veh)/ Peak Hour NB Approach SB Approach EB Approach! WB Approach Intersection AM 8.5/A 9.0/A 5.5/A 8.4/A 8.6/A SD 9.2/A 9.5/A 9.0/A 6.5/A 8.8/A PM 10.3/ B 9.2/A 6.4/A 7.5/A 9.1 /A 4.3.3 Future Year 2044 Build Conditions The proposed project involves converting the existing four-lane roadway on Johnny Cake Ridge Road, with two through lanes in each direction and no dedicated turn lanes, to a three-lane configuration, with one through lane in each direction and a center TWLTL. This conversion aims to improve safety and reduce delay by reducing the number of conflict points and providing a dedicated space for left-turning traffic. All-way stop control, two-way stop control, and roundabout control were analyzed at the intersection of Johnny Cake Ridge Road at 142nd Street W under a three-lane configuration. 4.3.3.1 Johnny Cake Ridge Road at 142nd Street W: All-Way Stop Control Under 2044 future Build conditions with a four-lane to three-lane conversion along Johnny Cake Ridge Road, the intersection of Johnny Cake Ridge Road at 142nd Street W operates acceptably as an all-way stop-control during the AM, SD, and PM peak hours, with an overall LOS B in all three peak hours. All movements operating at LOS C or better and all approaches operating at LOS B or better during all three peak hours. The average intersection delay is expected to increase by approximately 2-3 seconds compared to 2044 No Build conditions, depending on the time of day. The traffic operations for the future build conditions with all-way stop control at the intersection of Johnny Cake Ridge Road at 142nd Street W are shown in Table 8. Table 8—Johnny Cake Ridge Road at 142nd Street W Future Build (2044)All-Way Stop Control Traffic Operations Delay (sec/veh)/ LOS Peak Hour NB Approach SB Approach EB Approach WB Approach Intersection AM 9.8/A 11.0/ B 5.4/A 10.7/ B 10.5/B SD 13.5/ B 11.7/ B 10.3/ B 7.2/A 11.4/B PM 12.2/ B 11.8/ B 6.8/A 8.0/A 10.9/ B 4.3.3.2 Johnny Cake Ridge Road at 142nd Street W: Two-Way Stop Control Under 2044 future Build conditions with a four-lane to three-lane conversion along Johnny Cake Ridge Road, the intersection of Johnny Cake Ridge Road at 142nd Street W operates acceptably as a two-way stop-control during the AM, SD, and PM peak hours, with an overall LOS B or better during all three peak hours. All approaches operate at LOS D or better during all three peak hours; however, there are several movements that operate at LOS E under the two-way stop control conditions. CORRIDOR STUDY REPORT APPLE 179768 Page 14 The average intersection delay is expected to remain within 1-2 seconds of 2044 No Build conditions, depending on the time of day. The 142"d Street W approaches experience significant increases in delay across all three peak hours. Additionally, school buses may have difficulties finding a sufficient gap in traffic to turn onto Johnny Cake Ridge Road due to the elevation increase on the eastbound approach, encouraging aggressive driver behavior and worsening traffic safety. The traffic operations for the future build conditions with two-way stop control are shown in Table 9. Table 9—Future Build (2044)Two-Way Stop Control Traffic Operations Delay OS Peak Hour NB Approach SB Approach EB Approa WB Approach Intersection AM 2.1 /A 2.5/A 9.9/A 34.4/ D 10.7/ B SD 2.0/A 1.7/A 28.3/ D 13.4/ B 9.4/A PM 2.2/A 2.0/A 21.5/C 28.5/ D 7.7/A 4.3.3.3 Johnny Cake Ridge Road at 142nd Street W: Single-Lane Roundabout Control Under 2044 future Build conditions with a four-lane to three-lane conversion along Johnny Cake Ridge Road, the intersection of Johnny Cake Ridge Road at 142nd Street W operates acceptably under a single-lane roundabout control during the AM, SD, and PM peak hours, with an overall LOS A during all three peak hours. All approaches operate at LOS B or better during all three peak hours. The average intersection delay is expected to remain within 1-2 seconds of 2044 No Build conditions, depending on the time of day. The traffic operations for the future build conditions with roundabout control are shown in Table 10. Note that two single lane roundabout designs were considered: • Mini roundabout: 110-foot inscribed circular diameter(ICD) • Urban compact roundabout: 130-foot ICD A layout of the mini roundabout at the intersection of Johnny Cake Ridge Road at 142nd Street W is shown in Figure 5 and a layout of the urban compact roundabout is shown in Figure 6. The complete layouts and additional design information for the roundabouts can be found in Appendix D. Table 10—Future Build (2044) Roundabout Control Traffic Operations Delay(sec/veh)/LOS Peak Houle! NB Approach SB Approach EB Approach WB Approach Intersection AM 6.1 /A 10.0/ B 5.2/A 8.1 /A 8.2/A SD 10.2/ B 6.9/A 9.4/A 8.2/A 8.8/A PM 9.4/A 10.8/ B 7.2/A 7.9/A 9.5/A CORRIDOR STUDY REPORT APPLE 179768 Page 15 Figure 5—Proposed Mini Roundabout Layout 1111111 Illi PrIP oFiliallill 5' VALK= .—;4 f.. 10' SHLD THRU . . = 12' THRU 12' THRU 12' THRU II10' SHLD S' WALK n • Z -•' O cD N W U k X W JY m .r f I i" CORRIDOR STUDY REPORT APPLE 179768 Page 16 Figure 6—Proposed Urban Compact Roundabout Layout go .... _m_i_________._.7 pp. Air, = ii 1 _ . r . ram 5' WALK= �' 10' SHLD '��� 0 12' THRU 12' THRU � 'als•-, 12' THRU 12' THRU 10' SHLD .� � ,- -S' WALK� _ _ • N a N W II J ■ ' N. co S H i 1... glitiniell CORRIDOR STUDY REPORT APPLE 179768 Page 17 5 Cost Estimates High level cost estimates were developed for the roundabout alternative at the intersection of Johnny Cake Ridge Roat at 142nd Street W. The cost estimates were prepared for the mini roundabout (110-foot ICD)and urban compact roundabout(130-foot ICD); the cost estimates do not include the cost of the four-lane to three-lane conversion of Johnny Cake Ridge Road and include design and construction engineering. The cost estimate for the mini roundabout is approximately$546,000 and the cost estimate for the urban compact roundabout is approximately$799,000 in addition to the already planned reconstruction of the intersection with the overall pavement reconstruction project. A more detailed cost breakdown is included in Appendix D. 6 Conclusion A full reconstruction of Johnny Cake Ridge Road between 140th Street W and 147th Street W is planned for 2025. The City of Apple Valley is in the process of planning improvements along this corridor and, as part of this process, has completed an Intersection Control Evaluation at the intersection of Johnny Cake Ridge Road and 142nd Street W. A three-lane cross-section of Johnny Cake Ridge Road was analyzed as a viable alternative with no traffic control changes. Additionally, based on the warrant analysis, the intersection of Johnny Cake Ridge Road at 142nd Street W meets all-way stop and traffic signal warrants under forecast 2044 traffic demands. Therefore, all-way stop control, and roundabout control were analyzed at the intersection. Under the three-lane cross section, the intersection of Johnny Cake Ridge Road at 142nd Street W is expected to operate acceptably under all-way stop control, two-way stop control and roundabout control through 2044, with all intersections operating at an overall LOS B or better and approaches operating at LOS D or better. Converting the intersection to a two-way stop control or roundabout control would result in a nominal change in the number of projected future annual crashes at the intersection. Constructing a single lane roundabout at this intersection is estimated to cost between $546,000 (mini roundabout)and $799,000 (urban compact roundabout) in addition to the overall reconstruction project cost. 6.1 Recommendation Based on the analysis documented in this report, the conversion of Johnny Cake Ridge Road from a four-lane cross-section to a three-lane cross-section and continuing to keep the 142nd Street W intersection under all-way stop control is recommended for the following reasons: • Provides acceptable traffic operations through the 2044 design year • Nominal impacts to future intersection safety • Retaining existing traffic control does not have any construction cost or right-way-impacts and is there for the most cost-effective option CORRIDOR STUDY REPORT APPLE 179768 Page 18 Appendix A Traffic Turning Movement Counts Location: Johnny Cake Ridge Rd @ 140th St Count Date: 5/16/2024 Counted By: CountCloud /� TURNING MOVEMENT COUNT DATA SEH All Vehicles+Total Peds/Bikes Johnny Cake Ridge Rd 140th St Johnny Cake Ridge Rd 140th St Southbound Westbound Northbound Eastbound Start Time Left I Thru I Right ped/Bikc Left I Thru I Right ped/Bik( Left I Thru I Right ped/Bikc Left I Thru I Right ped/Bik( Int.Total 6:00 1 7 3 3 86 7 19 25 6 3 13 6 179 6:15 2 14 3 1 112 4 12 9 5 1 21 5 189 6:30 2 6 10 3 145 4 8 14 5 3 21 12 233 6:45 3 23 15 6 147 3 14 15 6 4 56 10 302 7:00 3 40 41 10 173 6 15 16 8 24 72 18 426 7:15 5 61 49 10 201 13 21 21 12 32 120 43 588 7:30 12 44 43 8 180 10 36 35 15 48 105 39 575 7:45 5 33 20 11 171 2 14 21 13 24 78 40 432 8:00 4 34 25 3 121 15 19 22 9 16 58 33 359 8:15 3 19 28 4 132 10 16 14 8 11 42 12 299 8:30 4 17 9 3 110 5 20 20 6 11 55 6 266 8:45 5 16 11 3 101 11 9 20 11 5 42 7 241 9:00 5 20 19 2 99 11 12 15 13 7 69 12 284 9:15 3 29 15 7 137 10 6 25 3 1 76 16 328 9:30 7 38 18 1 6 132 3 1 12 20 3 8 62 9 318 9:45 6 23 17 3 113 7 18 11 5 14 63 7 287 10:00 3 21 13 88 8 11 14 7 4 49 16 234 10:15 3 22 14 1 106 11 12 16 6 6 58 12 267 10:30 8 18 8 4 98 3 12 24 9 16 60 8 268 10:45 3 27 9 7 86 7 10 20 8 4 43 14 238 11:00 3 20 12 4 110 5 19 17 6 10 52 8 266 11:15 8 23 7 6 99 7 11 19 15 10 74 12 291 11:30 8 22 2 6 113 4 9 30 11 5 64 11 285 11:45 4 35 8 11 96 8 12 25 12 15 67 10 303 12:00 7 35 11 8 76 9 6 24 16 10 61 6 269 12:15 5 30 11 9 88 3 7 34 7 14 68 11 287 12:30 8 17 5 1 5 103 8 9 26 8 11 87 13 300 12:45 5 27 16 3 108 11 14 21 7 22 100 17 351 13:00 8 22 19 4 98 2 10 21 6 10 63 3 266 13:15 5 25 10 5 92 5 14 14 9 2 7 87 16 1 289 13:30 7 27 11 6 74 6 15 24 7 7 76 11 271 13:45 7 33 12 5 74 9 11 32 16 3 97 15 314 14:00 10 26 21 3 101 16 25 26 25 5 63 13 334 14:15 10 40 26 1 112 4 15 40 7 14 86 10 365 14:30 7 32 18 1 3 119 7 37 64 15 1 37 164 42 545 14:45 11 30 14 2 12 114 6 34 46 16 26 127 25 461 15:00 11 25 14 6 87 10 31 42 20 26 130 33 435 15:15 11 38 27 1 8 106 5 30 41 14 19 90 24 413 15:30 8 34 11 7 96 9 20 42 14 10 84 22 357 15:45 9 43 21 2 8 118 7 14 45 14 16 131 16 442 16:00 16 48 23 2 9 115 4 25 37 14 1 16 150 26 483 16:15 15 49 17 2 10 139 8 13 30 16 20 162 24 503 16:30 17 55 16 1 14 129 3 1 23 32 19 1 15 170 45 2 538 16:45 11 42 25 1 7 159 8 22 52 19 2 16 165 43 2 569 17:00 9 45 20 1 16 133 7 26 49 18 18 168 26 535 17:15 21 63 16 6 129 7 21 32 18 10 203 34 560 17:30 7 46 21 5 158 11 26 36 19 14 145 38 2 526 17:45 20 68 36 23 163 8 36 45 15 13 114 57 598 18:00 15 39 15 15 126 10 36 38 19 23 142 27 505 18:15 11 38 12 7 107 11 26 34 13 15 118 28 420 18:30 8 27 13 12 116 10 15 23 17 21 107 27 396 18:45 6 31 16 9 125 6 12 20 12 16 110 21 384 Total 395 1647 876 15 348 6121 384 2 920 1438 602 7 716 4688 1039 7 19174 Cars+ 376 1583 835 14 337 5984 369 2 872 1383 577 5 674 4543 993 7 18526 Trucks 19 64 41 1 11 137 15 0 48 55 25 2 42 145 46 0 648 Trucks 4.8 3.9 4.7 6.7 3.2 2.2 3.9 0.0 5.2 3.8 4.2 28.6 5.9 3.1 4.4 0.0 4.2 2.4 4.3 3.6 3.4 Location: Johnny Cake Ridge Rd @ 140th St Count Date: 5/16/2024 / Counted By: CountCloud /� TURNING MOVEMENT COUNT DATA SEH Cars+Pedestrians Johnny Cake Ridge Rd 140th St Johnny Cake Ridge Rd 140th St Southbound Westbound Northbound Eastbound Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int.Total 6:00 1 7 3 3 85 7 0 18 24 6 0 2 12 6 174 6:15 2 14 3 1 110 4 i 12 9 5 0 1 21 5 187 6:30 2 5 10 1 3 141 4 i 8 10 3 0 3 21 12 222 6:45 3 22 14 0 6 145 2 12 12 6 0 4 55 9 290 7:00 3 39 36 0 10 162 6 14 14 7 0 19 67 17 394 7:15 4 61 49 0 10 199 13 ii 19 18 12 n 28 113 43 569 7:30 12 44 43 0 7 177 9 34 34 15 48 105 38 566 7:45 5 31 20 0 9 168 2 13 20 13 22 75 37 415 8:00 4 30 23 0 2 120 13 16 20 8 0 15 54 30 n 335 8:15 3 16 28 l 3 131 10 16 13 6 0 10 38 12 286 8:30 4 16 8 J 3 108 5 19 19 5 0 9 54 4 254 8:45 5 13 10 0 3 99 11 8 16 11 0 4 37 7 n 224 9:00 4 19 17 0 2 92 11 12 14 13 0 7 64 10 265 9:15 2 27 15 0 7 135 7 5 21 3 0 1 66 15 304 9:30 7 32 13 1 6 131 2 1 10 19 3 0 8 57 6 294 9:45 6 23 15 0 3 109 7 0 16 10 5 0 13 59 7 u 273 10:00 3 20 12 0 0 83 8 i 10 14 6 0 4 44 15 0 219 10:15 3 20 14 0 1 105 11 1 12 14 5 0 6 55 12 258 10:30 7 16 7 0 4 92 3 i 11 24 9 0 15 59 7 254 10:45 3 22 9 0 7 81 7 9 19 8 0 3 41 14 223 11:00 3 20 12 0 4 105 5 18 17 6 0 7 49 7 253 11:15 3 23 7 0 6 97 7 ii 10 19 14 n 7 71 11 275 11:30 8 22 2 0 5 108 4 8 26 11 4 63 11 272 11:45 4 35 8 0 11 93 8 12 24 11 15 64 10 295 12:00 7 35 9 0 8 75 9 n 5 22 15 0 10 57 6 258 12:15 5 30 11 0 8 86 3 6 33 7 0 14 64 10 277 12:30 8 16 5 1 5 100 8 9 26 7 0 11 86 13 294 12:45 5 26 16 0 3 106 11 13 21 7 0 19 98 17 342 13:00 8 22 19 0 4 96 2 10 20 6 0 10 61 2 J 260 13:15 5 24 10 0 5 90 5 14 14 8 2 7 83 15 1 280 13:30 6 25 10 0 6 70 6 14 24 7 0 6 73 11 258 13:45 7 29 11 0 4 70 9 11 32 15 0 3 94 15 300 14:00 9 24 19 1 3 93 13 23 26 24 0 5 60 10 309 14:15 10 37 25 i 1 106 4 13 40 7 0 14 84 10 351 14:30 6 30 18 1 3 114 7 u 36 61 11 1 35 156 41 518 14:45 9 29 14 2 12 110 6 34 46 16 24 124 23 447 15:00 10 23 14 i 6 85 9 30 40 19 25 128 32 421 15:15 11 37 21 1 7 106 4 I 25 40 13 II 17 89 20 390 15:30 8 33 11 7 95 9 19 39 12 10 81 18 342 15:45 9 42 21 2 8 117 7 11 44 14 15 128 16 0 432 16:00 14 48 21 1 9 112 4 0 25 36 14 1 16 145 25 n 469 16:15 14 47 17 2 9 137 6 0 12 30 16 0 19 157 23 487 16:30 17 55 16 1 14 129 3 1 23 31 19 0 14 165 44 2 530 16:45 10 42 24 1 7 158 8 n 22 52 19 1 16 164 42 2 564 17:00 9 42 18 1 16 133 7 25 49 18 0 18 167 25 527 17:15 21 62 16 i 6 128 7 21 32 18 0 10 202 34 557 17:30 7 46 20 i 5 158 11 26 36 19 0 14 144 38 2 524 17:45 20 68 36 0 23 162 8 35 45 15 0 12 113 56 593 18:00 15 39 14 0 15 126 10 36 38 19 0 23 141 27 503 18:15 11 38 12 0 7 107 11 25 34 13 0 15 118 28 419 18:30 8 27 13 0 11 115 10 u 15 23 16 0 21 107 27 393 18:45 6 30 16 0 9 124 6 0 12 19 12 0 16 110 20 380 Total 376 1583 835 14 337 5984 369 2 872 1383 577 5 674 4543 993 7 18526 Location: Johnny Cake Ridge Rd @ 140th St Count Date: 5/16/2024 Counted By: CountCloud /� TURNING MOVEMENT COUNT DATA SEH Trucks+Bicycles Johnny Cake Ridge Rd 140th St Johnny Cake Ridge Rd 140th St Southbound Westbound Northbound Eastbound Start Time Left Thru Right Bikes Left Thru _ Right Bikes Left Thru Right Bikes Left rThru Right Bikes Int.Total 6:00 1 1 1 1 1 5 6:15 2 2 6:30 1 4 4 2 11 6:45 1 1 2 1 2 3 1 1 12 7:00 1 5 11 1 2 1 5 5 1 32 7:15 1 2 2 3 4 7 19 7:30 1 3 1 2 1 1 9 7:45 2 2 3 1 1 2 3 3 17 8:00 4 2 1 1 2 3 2 1 1 4 3 24 8:15 3 1 1 1 2 1 4 13 8:30 1 1 2 1 1 1 2 1 2 12 8:45 3 1 2 1 4 1 5 17 9:00 1 1 2 7 1 5 2 19 9:15 1 2 2 3 1 4 10 1 24 9:30 6 5 1 1 2 1 5 3 24 9:45 2 4 2 1 1 4 14 10:00 1 1 5 1 1 5 1 15 10:15 2 1 2 1 3 9 10:30 1 2 1 6 1 1 1 1 14 10:45 5 5 1 1 1 2 15 11:00 5 1 3 3 1 13 11:15 5 2 1 1 3 3 1 16 11:30 1 5 1 4 1 1 13 11:45 3 1 1 3 8 12:00 2 1 1 2 1 4 11 12:15 1 2 1 1 4 1 10 12:30 1 3 1 1 6 12:45 1 2 1 3 2 9 13:00 2 1 2 1 6 13:15 1 2 1 4 1 9 13:30 1 2 1 4 1 1 3 13 13:45 4 1 1 4 1 3 14 14:00 1 2 2 8 3 2 1 3 3 25 14:15 3 1 6 2 2 14 14:30 1 2 5 1 3 4 2 8 1 27 14:45 2 1 4 2 3 2 14 15:00 1 2 2 1 1 2 1 1 2 1 14 15:15 1 6 1 1 5 1 1 2 1 4 23 15:30 1 1 1 3 2 3 4 15 15:45 1 1 3 1 1 3 10 16:00 2 2 1 3 1 5 1 14 16:15 1 2 1 2 2 1 1 5 1 16 16:30 1 1 1 5 1 8 16:45 1 1 1 1 1 1 5 17:00 3 2 1 1 1 8 17:15 1 1 1 3 17:30 1 1 2 17:45 1 1 1 1 1 5 18:00 1 1 2 18:15 1 1 18:30 1 1 1 3 18:45 1 1 1 1 4 Total 19 64 41 1 11 137 15 0 48 55 25 2 42 145 46 0 648 Location: Johnny Cake Ridge Rd @ 140th St Count Date: 5/16/2024 Counted By: CountCloud AM PEAK HOUR TURNING MOVEMENT DATA SEH All Vehicles Johnny Cake Ridge Rd 140th St Johnny Cake Ridge Rd 140th St Southbound Westbound Northbound Eastbound Start Time Left Thru Right 3ike/Pec Left Thru Right 3ike/Pec Left Thru Right 3ike/Pec Left Thru Right 3ike/Pec Int.Total 7:00 3 40 41 0 10 173 6 0 15 16 8 0 24 72 18 0 426 7:15 5 61 49 0 10 201 13 0 21 21 12 0 32 120 43 0 588 7:30 12 44 43 0 8 180 10 0 36 35 15 0 48 105 39 0 575 7:45 5 33 20 0 11 171 2 0 14 21 13 0 24 78 40 0 432 Total 25 178 153 0 39 725 31 0 86 93 48 0 128 375 140 0 2021 %App.Total 7.0 50.0 43.0 4.9 91.2 3.9 37.9 41.0 21.1 19.9 58.3 21.8 PHF 0.521 0.730 0.781 0.000 0.886 0.902 0.596 0.000 0.597 0.664 0.800 0.000 0.667 0.781 0.814 0.000 0.859 Trucks 4.0 1.7 3.3 0.0 7.7 2.6 3.2 0.0 7.0 7.5 2.1 0.0 8.6 4.0 3.6 0.0 'Yo2.5 2.9 6.2 4.8 3.8 Johnny Cake Ridge Rd Total 608 356 IN OUT 252 153 178 25 0 Right Thru Left Bike/Ped 140th St 140th St Total AM PEAK HOUR DATA Total 1607 From 7:00 to 8:00 1243 964 I 0 3ike/Ped t Right 31 I 795 OUT 128 Left t 4- Thru 725 IN IN 375 Thru -0 r Left 39 OUT 643 I 140 Right North Bike/Pec 0 I 448 1, T r Bike/Pec Left Thru Right I 0 I 86 I 93 I 48 357 j OUT IN 227 584 Total Johnny Cake Ridge Rd Location: Johnny Cake Ridge Rd @ 140th St Count Date: 5/16/2024 Counted By: CountCloud MID DAY PEAK HOUR TURNING MOVEMENT DATA SEH All Vehicles Johnny Cake Ridge Rd 140th St Johnny Cake Ridge Rd 140th St Southbound Westbound Northbound Eastbound Start Time Left Thru Right 3ike/Pec Left Thru Right 3ike/Pec Left Thru Right 3ike/Pec Left Thru Right 3ike/Pec Int.Total 13:45 7 33 12 0 5 74 9 0 11 32 16 0 3 97 15 0 314 14:00 10 26 21 0 3 101 16 0 25 26 25 0 5 63 13 0 334 14:15 10 40 26 0 1 112 4 0 15 40 7 0 14 86 10 0 365 14:30 7 32 18 1 3 119 7 0 37 64 15 1 37 164 42 0 545 Total 34 131 77 1 12 406 36 0 88 162 63 1 59 410 80 0 1558 %App.Total 14.0 54.1 31.8 2.6 89.4 7.9 28.1 51.8 20.1 10.7 74.7 14.6 PHF 0.850 0.819 0.740 0.250 0.600 0.853 0.563 0.000 0.595 0.633 0.630 0.250 0.399 0.625 0.476 0.000 0.715 Trucks 5.9 8.4 5.2 0.0 8.3 5.7 8.3 0.0 5.7 1.9 9.5 0.0 3.4 3.9 5.0 0.0 'Yo7.0 5.9 4.5 4.0 5.1 Johnny Cake Ridge Rd Total 499 242 IN OUT 257 77 131 34 1 Right Thru Left Bike/Ped 140th St 140th St Total MID DAY PEAK HOUR DATA Total 1120 From 13:45 to 14:45 961 571 I 0 Bike/Ped t Right 36 I 454 OUT 59 Left t 4- Thru 406 IN IN 410 Thru - r Left 12 OUT 549 I 80 Right Z North Bike/Pec 0 I 507 1 T r Bike/Pec Left Thru Right I 1 I 88 I 162 I 63 I 223 OUT IN 313 536 Total Johnny Cake Ridge Rd Location: Johnny Cake Ridge Rd @ 140th St Count Date: 5/16/2024 / Counted By: CountCloud /� PM PEAK HOUR TURNING MOVEMENT DATA SEH All Vehicles Johnny Cake Ridge Rd 140th St Johnny Cake Ridge Rd 140th St Southbound Westbound Northbound Eastbound Start Time Left Thru Right 3ike/Pec Left Thru Right 3ike/Pec Left Thru Right 3ike/Pec Left Thru Right 3ike/Pec Int.Total 17:00 9 45 20 1 16 133 7 0 26 49 18 0 18 168 26 0 535 17:15 21 63 16 0 6 129 7 0 21 32 18 0 10 203 34 0 560 17:30 7 46 21 0 5 158 11 0 26 36 19 0 14 145 38 2 526 17:45 20 68 36 0 23 163 8 0 36 45 15 0 13 114 57 0 598 Total 57 222 93 1 50 583 33 0 109 162 70 0 55 630 155 2 2219 %App.Total 15.3 59.7 25.0 7.5 87.5 5.0 32.0 47.5 20.5 6.5 75.0 18.5 PHF 0.679 0.816 0.646 0.250 0.543 0.894 0.750 0.000 0.757 0.827 0.921 0.000 0.764 0.776 0.680 0.250 0.928 Trucks 0.0 1.8 3.2 0.0 0.0 0.3 0.0 0.0 1.8 0.0 0.0 0.0 1.8 0.6 1.3 0.0 'Yo1.9 0.3 0.6 0.8 0.8 Johnny Cake Ridge Rd Total 622 372 IN OUT 250 93 222 57 1 Right Thru Left Bike/Ped 4J 1 L 140th St 140th St Total PM PEAK HOUR DATA Total 1625 From 17:00 to 18:00 1423 785 I 2 3ike/Ped t Right 33 I 666 OUT 55 Left t 4- Thru 583 IN IN 630 Thru -0 r Left 50 OUT 840 I 155 Right North Bike/Pec 0 I 757 1, T r Bike/Pec Left Thru Right I 0 I 109 I 162 I 70 427 j OUT IN 341 768 Total Johnny Cake Ridge Rd Location: Johnny Cake Ridge Rd @ 142nd St Count Date: 5/16/2024 / Counted By: CountCloud TURNING MOVEMENT COUNT DATA SEH All Vehicles+Total Peds/Bikes Johnny Cake Ridge Rd 142nd St Johnny Cake Ridge Rd Driveway Southbound Westbound Northbound Eastbound Start Time Left I Thru I Right IDed/BikE Left I Thru I Right ped/BikE Left I Thru I Right ped/BikE Left I Thru I Right ped/BikE Int.Total I 6:00 0 15 0 1 0 1 2 0 2 46 0 66 6:15 0 19 1 1 11 1 1 10 2 1 46 6:30 1 17 3 5 2 7 0 2 20 5 1 1 64 6:45 6 25 11 4 5 7 0 4 34 6 0 1 1 u 104 7:00 6 29 30 2 3 15 13 0 5 45 6 0 0 1 2 0 155 7:15 25 52 55 1 11 22 15 0 26 56 8 2 0 0 1 1 271 7:30 13 59 24 2 28 16 57 0 15 48 4 2 2 3 1 0 270 7:45 5 62 3 1 26 4 20 1 1 37 14 0 0 3 0 0 175 8:00 9 35 3 29 2 22 0 1 39 19 1 3 0 163 8:15 7 32 1 0 18 3 9 0 4 31 5 1 1 0 112 8:30 0 26 2 0 10 2 5 0 0 31 3 1 2 1 0 83 8:45 1 23 1 n 12 1 5 0 1 36 2 2 1 7 0 92 9:00 8 26 0 5 2 9 4 4 33 7 1 1 1 0 0 96 9:15 7 45 5 3 1 7 0 1 31 4 1 0 0 0 1 104 9:30 2 46 4 5 0 5 0 1 35 4 0 4 1 0 0 107 9:45 5 31 2 4 1 5 1 1 32 11 0 0 0 0 0 92 10:00 5 29 3 8 1 6 0 3 27 10 0 1 0 3 0 96 10:15 4 27 2 11 I 6 1 1 30 5 0 2 0 0 88 10:30 0 31 0 4 2 3 1 0 41 10 2 1 1 0 95 10:45 3 42 3 3 1 2 5 1 31 4 1 2 0 93 11:00 3 28 1 u 6 8 1 0 35 3 1 1 ) 0 86 11:15 7 31 2 0 5 3 0 0 41 7 4 1 ) 0 101 11:30 5 35 1 0 9 5 0 0 41 6 3 1 ) 0 106 11:45 7 48 1 r 6 5 0 0 41 7 1 1 ) 0 117 12:00 5 46 0 5 3 1 1 46 8 1 2 4 117 12:15 8 35 1 11 1 1 0 2 41 10 2 2 0 114 12:30 3 32 4 2 1 0 1 37 3 4 3 0 90 12:45 10 32 1 9 0 5 0 1 36 4 u 1 1 3 0 103 13:00 6 25 3 4 1 5 2 0 32 9 1 2 1 0 88 13:15 7 35 2 9 1 4 1 8 34 9 2 3 1 0 115 13:30 9 39 2 16 0 3 2 1 39 7 7 4 6 0 133 13:45 3 45 3 0 17 2 10 0 1 61 4 11 5 3 0 165 14:00 8 36 0 27 1 27 0 0 45 16 2 1 2 0 165 14:15 10 36 3 4 11 1 10 0 5 52 8 0 1 2 6 0 145 14:30 16 61 5 6 11 11 1 4 59 11 0 57 18 44 0 297 14:45 13 53 6 0 10 1 6 3 2 54 26 0 31 16 15 0 233 15:00 13 42 0 1 25 2 17 0 5 69 22 1 5 3 8 1 211 15:15 7 55 0 2 35 2 18 1 1 60 14 0 3 0 195 15:30 11 46 2 0 10 6 0 4 63 14 6 1 3 0 166 15:45 11 44 6 1 14 3 6 32 3 62 10 7 1 0 167 16:00 11 60 2 0 10 2 10 13 3 54 12 1 9 6 8 0 187 16:15 10 54 4 0 20 3 6 0 3 46 20 0 1 3 0 170 16:30 19 72 9 0 20 2 8 0 6 61 18 0 3 1 6 0 225 16:45 12 59 4 0 17 2 4 2 3 78 25 5 2 211 17:00 19 58 12 0 13 3 10 2 5 48 12 2 2 5 189 17:15 20 63 10 0 11 5 9 0 4 47 16 8 2 3 198 17:30 21 55 7 0 13 13 17 2 7 59 24 2 11 3 5 1 235 17:45 13 67 32 0 12 30 9 1 25 71 23 2 26 7 15 1 330 18:00 12 39 10 0 8 5 11 1 14 73 8 0 19 7 19 0 225 18:15 15 38 4 0 9 3 7 2 4 41 11 1 3 6 11 0 152 18:30 16 41 3 3 11 2 5 0 5 31 20 12 5 13 1 164 18:45 12 49 3 1 20 3 7 fl 5 35 22 4 3 7 1 170 19:00 13 46 1 0 10 5 9 4 63 19 1 30 26 31 257 19:15 7 34 9 0 10 2 5 5 55 20 10 10 11 178 19:30 11 28 3 2 11 1 6 3 1 38 4 3 2 1 ., 109 19:45 5 26 0 1 3 3 7 5 31 10 8 5 6 0 109 20:00 13 34 1 0 18 2 9 1 24 10 1 2 3 4 0 121 20:15 5 22 0 0 38 0 10 1 1 40 15 4 1 3 4 2 139 20:30 5 14 0 0 3 0 5 0 38 4 0 3 1 u 73 20:45 5 17 0 6 0 8 0 0 25 8 0 5 3 0 0 77 Total 513 2351 306 28 696 185 532 85 214 2599 628 20 331 172 278 13 7742 Cars+ 499 2252 306 10 659 178 517 71 213 2479 587 11 327 169 275 9 8461 Trucks 14 99 0 18 37 7 15 14 1 120 41 9 4 3 3 4 344 Trucks 2.7 4.2 0.0 64.3 5.3 3.8 2.8 16.5 0.5 4.6 6.5 45.0 1.2 1.7 1.1 30.8 % 3.6 4.2 4.7 1.3 4.4 Location: Johnny Cake Ridge Rd @ 142nd St Count Date: 5/16/2024 Counted By: CountCloud TURNING MOVEMENT COUNT DATA SEH Cars+Pedestrians Johnny Cake Ridge Rd 142nd St Johnny Cake Ridge Rd Driveway Southbound Westbound Northbound Eastbound Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Int.Total 6:00 15 1 2 2 44 64 6:15 19 1 1 11 1 1 7 2 1 43 6:30 16 3 4 2 7 2 14 5 1 1 55 6:45 6 23 11 4 5 7 3 29 5 1 1 95 7:00 6 28 30 3 15 12 5 41 6 1 1 148 7:15 24 51 55 11 22 15 26 53 7 1 1 265 7:30 13 57 24 25 15 55 15 46 2 2 1 3 1 257 7:45 5 57 3 1 24 4 20 1 1 35 12 3 164 8:00 8 30 3 24 2 19 1 35 12 1 3 138 8:15 7 29 1 17 2 8 4 28 5 1 1 103 8:30 25 2 8 4 26 3 1 1 1 71 8:45 1 21 1 12 1 5 1 34 2 2 7 87 9:00 7 25 5 2 9 4 4 32 7 1 1 1 93 9:15 6 40 5 2 1 6 1 26 3 1 1 90 9:30 2 38 4 5 5 1 29 3 4 1 92 9:45 5 31 2 4 1 5 1 28 9 86 10:00 4 28 3 8 1 6 3 25 10 1 3 92 10:15 4 24 2 10 6 1 25 5 2 79 10:30 29 3 2 3 1 41 10 2 1 1 92 10:45 3 36 3 2 1 2 5 1 30 4 1 2 85 11:00 3 27 1 6 8 1 34 3 1 1 84 11:15 7 30 2 5 3 39 7 4 1 98 11:30 5 33 1 8 4 37 6 3 1 98 11:45 7 48 1 4 5 39 6 1 1 112 12:00 5 46 5 3 1 1 41 8 1 2 4 112 12:15 7 34 1 10 1 1 2 39 10 2 2 109 12:30 3 31 4 1 1 37 3 4 3 87 12:45 10 31 1 9 5 1 35 2 1 1 3 99 13:00 6 24 3 4 1 5 2 31 9 1 2 1 86 13:15 7 34 2 8 1 4 1 8 33 9 2 3 1 112 13:30 9 35 2 16 3 1 1 38 7 7 4 6 128 13:45 3 40 3 17 2 10 1 60 3 11 4 3 157 14:00 8 31 25 26 44 16 2 1 2 155 14:15 10 35 3 4 11 1 10 5 50 8 1 2 6 142 14:30 15 60 5 2 10 11 4 52 11 57 18 44 287 14:45 11 52 6 9 1 6 1 2 54 22 31 16 14 224 15:00 11 40 23 2 16 5 66 11 1 5 3 8 1 190 15:15 6 50 1 30 2 17 1 1 55 14 2 177 15:30 11 42 2 10 5 4 59 14 5 1 2 155 15:45 11 43 6 1 14 3 6 29 3 58 8 7 1 160 16:00 11 59 2 10 2 10 11 3 53 12 9 6 8 185 16:15 10 51 4 20 3 6 3 45 20 1 3 166 16:30 18 71 9 19 2 8 6 61 18 3 1 6 222 16:45 12 58 4 17 2 4 2 3 78 24 5 2 209 17:00 19 56 12 13 3 10 2 5 47 12 2 2 5 186 17:15 20 62 10 11 5 9 4 46 16 8 2 3 196 17:30 21 55 7 12 13 17 2 7 59 24 2 11 3 5 1 234 17:45 13 66 32 12 30 9 1 25 70 22 1 26 7 15 1 327 18:00 12 39 10 8 5 11 1 14 73 8 19 7 19 225 18:15 15 38 4 9 3 7 4 40 11 3 6 11 151 18:30 16 41 3 1 11 2 5 5 31 20 11 5 13 1 163 18:45 12 47 3 20 3 7 5 34 21 4 3 7 166 19:00 13 46 1 10 5 9 4 62 19 1 30 26 31 256 19:15 7 34 9 10 2 5 5 55 20 10 10 11 178 19:30 11 28 3 10 1 6 2 1 38 4 3 2 1 108 19:45 5 26 3 3 7 5 31 10 8 5 6 109 20:00 13 34 1 18 2 9 1 24 10 2 3 4 121 20:15 5 22 38 10 1 1 40 15 1 3 4 139 20:30 5 14 3 4 38 4 3 1 72 20:45 5 17 6 8 25 8 5 3 77 Total 499 2252 306 10 659 178 517 71 213 2479 587 11 327 169 275 9 7401 Location: Johnny Cake Ridge Rd @ 142nd St / Count Date: 5/16/2024 Counted By: CountCloud TURNING MOVEMENT COUNT DATA SEH Trucks+Bicycles Johnny Cake Ridge Rd 142nd St Johnny Cake Ridge Rd Driveway Southbound Westbound Northbound Eastbound Start Time Left Thru Right Bikes Left Thru Right Bikes Left Thru Right Bikes Left Thru Right Bikes Int.Total 6:00 1 2 2 6:15 3 3 6:30 1 1 1 6 9 6:45 2 1 5 1 9 7:00 1 2 1 4 1 7 7:15 1 1 1 3 1 1 1 6 7:30 2 2 3 1 2 2 2 1 13 7:45 5 2 2 2 11 8:00 1 5 5 3 4 7 25 8:15 3 1 1 1 3 9 8:30 1 2 2 1 5 1 12 8:45 2 2 1 5 9:00 1 1 1 3 9:15 1 5 1 1 5 1 14 9:30 8 6 1 15 9:45 1 4 2 6 10:00 1 1 2 4 10:15 3 1 1 5 9 10:30 2 1 3 10:45 6 1 1 8 11:00 1 1 2 11:15 1 2 3 11:30 2 1 1 4 8 11:45 2 2 1 5 12:00 5 5 12:15 1 1 1 2 5 12:30 1 2 3 12:45 1 1 2 4 13:00 1 1 2 13:15 1 1 1 3 13:30 4 1 1 5 13:45 5 1 1 1 8 14:00 5 2 1 1 1 10 14:15 1 2 3 14:30 1 1 4 1 1 7 10 14:45 2 1 1 2 4 1 9 15:00 2 2 1 2 1 3 11 21 15:15 1 5 1 5 1 5 1 18 15:30 4 1 4 1 1 11 15:45 1 3 4 2 7 16:00 1 2 1 1 2 16:15 3 1 4 16:30 1 1 1 3 16:45 1 1 2 17:00 2 1 3 17:15 1 1 2 17:30 1 1 17:45 1 1 1 1 3 18:00 0 18:15 2 1 1 1 18:30 2 1 1 18:45 2 1 1 1 1 4 19:00 1 1 19:15 0 19:30 2 1 1 1 19:45 1 0 20:00 1 0 20:15 4 2 0 20:30 1 1 20:45 0 Total 14 99 0 18 37 7 15 14 1 120 41 9 4 3 3 4 341 Location: Johnny Cake Ridge Rd @ 142nd St Count Date: 5/16/2024 Counted By: CountCloud AM PEAK HOUR TURNING MOVEMENT DATA SEH All Vehicles Johnny Cake Ridge Rd 142nd St Johnny Cake Ridge Rd Driveway Southbound Westbound Northbound Eastbound Start Time Left Thru Right 3ike/Pec Left Thru Right 3ike/Pec Left Thru Right 3ike/Pec Left Thru Right 3ike/Pec Int.Total 7:15 25 52 55 1 11 22 15 0 26 56 8 2 0 0 1 1 271 7:30 13 59 24 2 28 16 57 0 15 48 4 2 2 3 1 0 270 7:45 5 62 3 1 26 4 20 1 1 37 14 0 0 3 0 0 175 8:00 9 35 3 0 29 2 22 0 1 39 19 0 1 0 3 0 163 Total 52 208 85 4 94 44 114 1 43 180 45 4 3 6 5 1 879 %App.Total 15.1 60.3 24.6 37.3 17.5 45.2 16.0 67.2 16.8 21.4 42.9 35.7 PHF 0.520 0.839 0.386 0.500 0.810 0.500 0.500 0.250 0.413 0.804 0.592 0.500 0.375 0.500 0.417 0.250 0.811 Trucks 3.8 6.3 0.0 75.0 10.6 2.3 4.4 0.0 0.0 6.1 26.7 25.0 33.3 0.0 0.0 100.0 'Yo4.3 6.3 8.6 7.1 6.3 Johnny Cake Ridge Rd Total 642 345 IN OUT 297 85 208 52 4 Right Thru Left Bike/Ped Driveway 142nd St Total AM PEAK HOUR DATA Total 186 From 7:15 to 8:15 355 172 I 1 Bike/Ped t Right 114 I 252 OUT 3 Left t 4- Thru 44 IN IN 6 Thru -0 r Left 94 OUT 14 I 5 Right North Bike/Pec 1 I 103 1, T r Bike/Pec Left Thru Right I 4 I 43 I 180 I 45 307 j OUT IN 268 575 Total Johnny Cake Ridge Rd Location: Johnny Cake Ridge Rd @ 142nd St Count Date: 5/16/2024 Counted By: CountCloud MID DAY PEAK HOUR TURNING MOVEMENT DATA SEH All Vehicles Johnny Cake Ridge Rd 142nd St Johnny Cake Ridge Rd I Driveway Southbound Westbound Northbound Eastbound Start Time Left Thru Right 3ike/Pec Left Thru Right 3ike/Pec Left Thru Right 3ike/Pec Left Thru Right 3ike/Pec Int.Total 13:45 3 45 3 0 17 2 10 0 1 61 4 0 11 5 3 0 165 14:00 8 36 0 0 27 1 27 0 0 45 16 0 2 1 2 0 165 14:15 10 36 3 4 11 1 10 0 5 52 8 0 1 2 6 0 145 14:30 16 61 5 6 11 0 11 1 4 59 11 0 57 18 44 0 297 Total 37 178 11 10 66 4 58 1 10 217 39 0 71 26 55 0 772 %App.Total 16.4 78.8 4.9 51.6 3.1 45.3 3.8 81.6 14.7 46.7 17.1 36.2 PHF 0.578 0.730 0.550 0.417 0.611 0.500 0.537 0.250 0.500 0.889 0.609 0.000 0.311 0.361 0.313 0.000 0.650 Trucks 2.7 6.7 0.0 40.0 4.5 25.0 1.7 100.0 0.0 5.1 2.6 0.0 0.0 3.8 0.0 0.0 'Yo5.8 3.9 4.5 0.7 4.0 Johnny Cake Ridge Rd Total 572 226 IN OUT 346 11 178 37 10 Right Thru Left Bike/Ped Driveway 142nd St Total MID DAY PEAK HOUR DATA Total 177 From 13:45 to 14:45 230 25 I 0 Bike/Ped t Right 58 I 128 OUT 71 Left 4- Thru 4 IN IN 26 Thru - r Left 66 OUT 152 I 55 Right Z North Bike/Pec 1 I 102 1 T r Bike/Pec Left Thru Right I 0 I 10 I 217 I 39 I 299 OUT IN 266 565 Total Johnny Cake Ridge Rd Location: Johnny Cake Ridge Rd @ 142nd St Count Date: 5/16/2024 / Counted By: CountCloud /� PM PEAK HOUR TURNING MOVEMENT DATA SEH All Vehicles Johnny Cake Ridge Rd 142nd St Johnny Cake Ridge Rd I Driveway Southbound Westbound Northbound Eastbound Start Time Left Thru Right 3ike/Pec Left Thru Right 3ike/Pec Left Thru Right 3ike/Pec Left Thru Right 3ike/Pec Int.Total 17:15 20 63 10 0 11 5 9 0 4 47 16 0 8 2 3 0 198 17:30 21 55 7 0 13 13 17 2 7 59 24 2 11 3 5 1 235 17:45 13 67 32 0 12 30 9 1 25 71 23 2 26 7 15 1 330 18:00 12 39 10 0 8 5 11 1 14 73 8 0 19 7 19 0 225 Total 66 224 59 0 44 53 46 4 50 250 71 4 64 19 42 2 988 %App.Total 18.9 64.2 16.9 30.8 37.1 32.2 13.5 67.4 19.1 51.2 15.2 33.6 PHF 0.786 0.836 0.461 0.000 0.846 0.442 0.676 0.500 0.500 0.856 0.740 0.500 0.615 0.679 0.553 0.500 0.748 Trucks 0.0 0.9 0.0 0.0 2.3 0.0 0.0 0.0 0.0 0.8 1.4 25.0 0.0 0.0 0.0 0.0 'Yo0.6 0.7 0.8 0.0 0.6 Johnny Cake Ridge Rd Total 709 349 IN OUT 360 59 224 66 0 Right Thru Left Bike/Ped 4J 1 L Driveway 142nd St Total PM PEAK HOUR DATA Total 287 From 17:15 to 18:15 299 162 2 Bike/Ped t Right 46 I 143 OUT 64 Left t 4- Thru 53 IN IN 19 Thru -0 r Left 44 OUT 125 I 42 Right North Bike/Pec 4 I 156 1, T r Bike/Pec Left Thru Right I 4 I 50 I 250 I 71 310 1 OUT IN 371 681 Total Johnny Cake Ridge Rd Location: Johnny Cake Ridge Rd @ 147th St Count Date: 5/16/2024 Counted By: CountCloud /� TURNING MOVEMENT COUNT DATA SEH All Vehicles+Total Peds/Bikes Johnny Cake Ridge Rd 147th St Johnny Cake Ridge Rd 147th St Southbound Westbound Northbound Eastbound Start Time Left I Thru I Right bed/Bikc Left I Thru I Right ped/Bikc Left I Thru I Right bed/Bikc Left I Thru I Right ped/Bikc Int.Total 6:00 4 10 2 3 12 18 9 27 2 3 2 92 6:15 3 9 7 16 5 1 2 5 6 2 2 5 1 62 6:30 5 9 8 1 8 10 3 6 16 4 1 8 7 5 89 6:45 3 17 7 4 36 4 9 24 3 2 16 7 4 134 7:00 4 20 11 1 4 28 6 16 31 3 15 8 8 154 7:15 11 35 20 10 34 11 6 56 6 29 12 8 238 7:30 3 57 26 1 7 56 11 8 35 5 13 12 6 239 7:45 8 53 28 4 22 5 6 37 10 16 23 9 221 8:00 6 52 17 1 23 6 8 25 2 23 18 11 191 8:15 5 35 14 9 17 5 8 27 6 10 13 4 153 8:30 7 20 11 6 24 4 4 22 4 6 14 7 129 8:45 5 28 12 8 19 6 1 6 32 8 7 8 5 144 9:00 9 15 7 2 6 17 4 2 4 28 4 12 16 5 127 9:15 7 30 6 8 25 5 4 21 7 10 13 4 140 9:30 8 35 14 7 13 13 1 3 17 10 9 12 7 148 9:45 8 16 11 6 23 7 7 24 6 14 13 9 144 10:00 3 24 15 1 5 15 5 1 8 22 4 9 12 6 128 10:15 4 19 15 1 5 15 11 4 4 17 6 8 15 16 135 10:30 3 21 16 4 21 8 10 29 10 14 16 8 160 10:45 2 32 20 2 3 24 3 5 27 1 13 19 3 152 11:00 2 24 9 2 16 11 1 5 17 3 1 10 17 6 122 11:15 2 21 14 1 19 4 1 5 24 5 21 16 9 141 11:30 4 26 10 7 19 8 7 29 5 8 20 10 153 11:45 8 42 10 5 20 4 10 38 6 14 15 6 178 12:00 1 38 16 1 5 21 1 1 8 37 9 17 23 11 6 187 12:15 2 32 14 7 19 7 9 26 9 17 21 9 172 12:30 4 22 16 2 25 5 2 21 4 16 27 7 149 12:45 4 28 17 1 5 27 6 8 27 5 13 20 8 168 13:00 3 24 9 2 24 2 1 8 26 3 20 14 12 147 13:15 6 29 12 3 29 9 2 6 22 3 19 22 7 167 13:30 7 40 12 4 16 4 5 30 7 16 25 10 176 13:45 5 43 18 1 1 19 6 10 38 8 27 20 10 205 14:00 8 35 27 3 7 16 3 3 35 10 26 27 11 208 14:15 5 26 19 7 27 5 6 39 7 18 20 11 190 14:30 8 64 36 5 33 6 2 7 44 7 24 38 14 286 14:45 8 53 28 3 5 26 11 10 43 6 34 30 6 260 15:00 6 50 17 8 26 16 2 7 39 10 33 37 9 258 15:15 9 51 33 1 6 36 17 1 8 28 7 33 31 16 275 15:30 9 38 11 8 15 11 1 9 42 15 29 28 7 222 15:45 5 39 12 4 11 24 11 6 12 43 11 1 26 15 14 223 16:00 3 54 22 1 4 31 13 32 6 25 6 27 32 19 242 16:15 3 45 29 6 38 3 1 10 37 9 27 27 15 1 249 16:30 4 69 25 2 3 28 12 1 7 41 7 1 37 29 19 281 16:45 10 61 15 2 10 36 11 1 5 51 4 36 39 16 294 17:00 3 58 19 5 37 8 8 39 4 22 34 29 266 17:15 7 51 12 11 22 3 7 40 7 26 33 11 230 17:30 9 58 19 2 7 17 4 1 66 5 29 32 17 264 17:45 12 67 15 1 7 16 11 1 8 77 7 1 26 32 17 295 18:00 5 47 14 5 32 17 1 8 59 6 1 18 24 12 247 18:15 4 46 15 3 22 7 1 5 31 3 18 23 7 184 18:30 3 40 20 7 23 5 1 32 6 19 19 10 185 18:45 5 53 18 6 11 4 7 50 6 1 18 15 8 201 Total 282 1911 830 34 280 1220 385 66 351 1718 315 9 960 1048 505 8 9805 Cars+ 261 1832 798 22 259 1176 350 50 337 1632 280 1 914 1012 496 8 9347 Trucks 21 79 32 12 21 44 35 16 14 86 35 8 46 36 9 0 458 Trucks 7.4 4.1 3.9 35.3 7.5 3.6 9.1 24.2 4.0 5.0 11.1 88.9 4.8 3.4 1.8 0.0 4.4 5.3 5.7 3.6 4.7 Location: Johnny Cake Ridge Rd @ 147th St Count Date: 5/16/2024 / Counted By: CountCloud /� TURNING MOVEMENT COUNT DATA SEH Cars+Pedestrians Johnny Cake Ridge Rd 147th St Johnny Cake Ridge Rd 147th St Southbound Westbound Northbound Eastbound Start Time Left Thru Right Peds Left Thru Right Peds Left Thru Right Peds Left Thru Right I Peds Int.Total I 6:00 4 10 2 1 3 12 17 0 9 27 0 0 2 2 2 90 6:15 3 9 7 J 0 15 4 1 2 4 6 0 1 2 5 1 58 6:30 4 9 7 0 7 9 2 0 6 10 4 0 8 7 4 77 6:45 3 16 7 0 4 36 3 0 9 20 3 0 14 7 3 125 7:00 4 19 11 0 4 25 4 0 16 30 3 0 14 7 8 0 145 7:15 11 34 20 9 34 11 0 5 52 5 0 28 12 8 0 229 7:30 3 54 25 1 7 54 11 0 8 34 5 0 11 12 6 230 7:45 8 48 26 J 4 22 5 0 5 33 9 0 15 21 9 205 8:00 6 45 15 0 0 20 6 0 8 22 1 0 15 17 11 0 166 8:15 4 31 14 0 8 17 5 0 8 24 6 0 10 13 4 144 8:30 6 20 9 0 5 23 3 0 3 18 4 0 6 13 7 117 8:45 5 26 12 0 7 19 5 1 5 31 7 0 7 8 5 0 137 9:00 8 15 7 2 3 17 4 2 4 25 3 0 12 16 5 0 119 9:15 6 26 6 0 8 22 2 0 4 18 5 0 9 12 4 0 122 9:30 6 29 13 0 4 13 11 1 2 15 6 0 7 11 6 0 123 9:45 8 16 11 0 5 21 5 7 21 6 0 13 13 9 0 135 10:00 3 23 15 0 5 14 4 6 21 4 0 9 12 5 121 10:15 4 17 14 1 4 15 10 4 13 5 0 8 13 14 121 10:30 3 18 15 0 2 19 8 i 10 29 9 0 14 15 8 150 10:45 2 28 18 2 2 22 2 1 5 27 1 0 13 18 3 141 11:00 2 23 9 0 2 16 10 1 5 17 3 0 10 16 6 119 11:15 2 20 14 0 1 18 3 1 5 23 4 0 21 15 9 135 11:30 4 24 10 '1 7 19 7 7 26 5 0 8 20 10 147 11:45 8 40 10 1 5 20 4 10 37 6 0 12 15 6 173 12:00 1 38 16 1 5 21 1 1 8 33 9 0 16 22 11 6 181 12:15 1 32 14 1 7 18 6 9 25 9 0 17 21 9 168 12:30 4 22 14 1 0 24 5 2 20 3 0 16 27 7 144 12:45 4 27 17 1 4 27 6 8 26 5 0 11 18 8 161 13:00 3 24 8 0 2 23 2 1 8 26 3 0 19 13 12 143 13:15 6 27 12 0 3 25 9 2 6 21 2 0 19 20 7 157 13:30 6 39 10 1 4 16 4 4 29 6 0 16 25 10 169 13:45 5 39 18 1 1 17 6 8 36 8 0 26 19 9 192 14:00 6 30 25 3 6 15 3 3 35 9 0 26 26 11 195 14:15 5 25 19 0 5 25 5 5 37 5 0 18 19 11 179 14:30 7 64 35 0 5 32 6 u 6 38 4 0 24 38 14 273 14:45 7 51 28 2 5 23 11 0 9 41 5 0 29 26 6 241 15:00 5 48 16 0 8 26 15 2 7 34 8 0 27 35 9 238 15:15 8 48 27 0 6 35 13 1 8 26 7 0 33 30 16 257 15:30 4 38 11 0 8 15 10 1 8 40 13 0 29 28 6 210 15:45 5 38 12 4 11 24 7 3 12 43 8 0 24 15 14 213 16:00 3 53 22 4 31 12 31 6 25 6 0 26 31 19 238 16:15 3 43 28 0 6 38 2 1 10 37 9 0 27 25 15 1 243 16:30 4 69 24 1 3 28 12 1 7 41 7 0 36 28 19 278 16:45 10 61 15 2 10 36 11 1 5 51 4 0 35 39 16 293 17:00 3 56 18 0 4 36 8 8 38 4 0 22 33 29 259 17:15 7 51 12 0 11 22 3 7 40 6 0 25 33 11 228 17:30 9 57 18 1 7 16 4 1 66 4 0 29 31 17 259 17:45 12 67 15 1 7 16 11 8 76 6 1 25 32 17 292 18:00 5 47 14 0 5 32 17 1 8 58 5 0 18 24 11 244 18:15 4 46 15 0 3 21 7 1 5 31 3 0 18 23 7 183 18:30 3 40 20 0 7 21 5 0 1 32 6 0 19 19 10 u 183 18:45 4 52 18 0 6 11 3 0 7 50 6 0 17 15 8 197 Total 261 1832 798 22 259 1176 350 50 337 1632 280 1 914 1012 496 8 9347 Location: Johnny Cake Ridge Rd @ 147th St Count Date: 5/16/2024 f Counted By: CountCloud /� TURNING MOVEMENT COUNT DATA SEH Trucks+Bicycles Johnny Cake Ridge Rd 147th St Johnny Cake Ridge Rd 147th St _ Southbound Westbound Northbound Eastbound Start Time Left Thru Right Bikes Left Thru Right Bikes Left Thru Right Bikes Left Thru Right Bikes Int.Total 6:00 0 0 0 0 1 0 0 0 0 0 0 1 0 0 2 6:15 0 0 0 1 1 0 0 1 0 0 1 0 0 0 4 6:30 1 1 1 1 1 1 0 0 6 0 1 0 0 1 0 12 6:45 C 1 0 0 0 0 1 0 4 0 2 2 0 1 0 9 7:00 1 0 1 0 3 2 0 1 0 1 1 0 0 9 7:15 1 0 0 1 0 0 0 1 4 1 0 1 0 0 0 9 7:30 3 1 0 0 2 0 0 0 1 ., 0 2 0 0 0 9 7:45 5 2 0 0 0 0 0 1 4 1 0 1 2 0 0 16 8:00 7 2 1 0 3 0 0 3 1 0 8 1 0 0 25 8:15 1 4 0 0 1 0 0 0 3 0 0 0 0 0 0 9 8:30 1 0 2 0 1 1 1 0 1 4 0 0 0 1 0 0 12 8:45 0 2 0 0 1 0 1 0 1 1 1 0 0 0 0 0 7 9:00 1 0 0 0 3 0 0 0 3 1 0 0 0 0 0 8 9:15 1 4 0 0 0 3 3 0 3 2 0 1 1 0 0 18 9:30 2 6 1 0 3 0 2 1 1 2 4 0 2 1 1 0 25 9:45 0 0 0 0 1 2 2 0 3 U 0 1 0 0 0 9 10:00 0 1 0 1 0 1 1 1 2 1 0 0 0 1 0 7 10:15 0 2 1 0 1 0 1 4 0 4 1 0 2 2 0 14 10:30 0 3 1 0 2 2 0 0 0 u 1 0 1 0 0 10 10:45 0 4 2 0 1 2 1 0 0 0 0 0 1 0 0 11 11:00 0 1 0 0 0 0 1 0 0 0 0 1 1 0 3 11:15 0 1 0 0 0 1 1 0 0 1 1 0 1 0 6 11:30 0 2 0 0 0 0 1 0 0 3 0 0 0 6 11:45 0 2 0 0 0 0 0 0 0 1 0 0 2 0 0 0 5 12:00 0 0 0 0 0 0 0 0 0 4 0 0 1 1 0 0 6 12:15 1 0 0 0 0 1 1 0 0 1 0 0 0 0 0 0 4 12:30 0 0 2 2 0 1 0 0 0 1 1 0 0 0 0 0 5 12:45 1 0 0 1 0 0 0 0 1 0 0 2 2 0 0 7 13:00 0 1 0 0 1 0 0 0 0 0 0 1 1 0 0 4 13:15 2 0 0 0 4 0 0 0 1 1 0 0 2 0 0 10 13:30 1 1 2 0 0 0 0 0 1 1 1 0 0 0 0 0 7 13:45 4 1 0 2 0 0 2 2 0 0 1 1 1 0 13 14:00 2 5 2 0 1 1 0 0 0 0 1 0 0 1 0 0 13 14:15 1 0 0 2 2 0 0 1 2 2 0 0 1 0 0 11 14:30 1 1 0 0 1 0 2 1 6 3 0 0 0 0 0 13 14:45 1 2 0 1 0 3 0 1 2 1 0 5 4 0 0 19 15:00 1 2 1 0 0 1 7 0 5 2 0 6 2 0 0 20 15:15 1 3 6 1 0 1 4 1 0 2 0 0 0 1 0 0 18 15:30 5 J 0 0 0 1 I 1 2 2 0 0 0 1 0 12 15:45 1 0 0 0 4 3 0 0 3 1 2 0 0 0 10 16:00 0 1 0 1 0 1 1 0 0 0 0 1 1 0 0 4 16:15 0 2 1 0 0 1 1 0 0 0 0 0 2 0 0 6 16:30 0 0 1 1 0 0 0 0 0 1 1 1 0 0 3 16:45 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 17:00 0 2 1 0 1 1 0 0 0 1 0 0 0 1 0 0 7 17:15 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 2 17:30 0 1 1 1 0 1 0 0 0 0 1 0 0 1 0 0 5 17:45 0 0 0 0 0 0 0 1 0 1 1 0 1 0 0 0 3 18:00 0 0 0 0 0 0 0 0 0 1 1 1 0 0 1 0 3 18:15 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1 18:30 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 18:45 1 1 0 0 0 0 1 0 0 0 0 1 1 0 0 0 4 Total 21 79 32 12 21 44 35 16 14 86 35 8 46 36 9 0 458 Location: Johnny Cake Ridge Rd @ 147th St Count Date: 5/16/2024 Counted By: CountCloud AM PEAK HOUR TURNING MOVEMENT DATA SEH All Vehicles Johnny Cake Ridge Rd 147th St Johnny Cake Ridge Rd 147th St Southbound Westbound Northbound Eastbound Start Time Left Thru Right 3ike/Pec Left Thru Right 3ike/Pec Left Thru Right 3ike/Pec Left Thru Right 3ike/Pec Int.Total 7:15 11 35 20 0 10 34 11 0 6 56 6 0 29 12 8 0 238 7:30 3 57 26 1 7 56 11 0 8 35 5 0 13 12 6 0 239 7:45 8 53 28 0 4 22 5 0 6 37 10 0 16 23 9 0 221 8:00 6 52 17 1 0 23 6 0 8 25 2 0 23 18 11 0 191 Total 28 197 91 2 21 135 33 0 28 153 23 0 81 65 34 0 889 %App.Total 8.9 62.3 28.8 11.1 71.4 17.5 13.7 75.0 11.3 45.0 36.1 18.9 PHF 0.636 0.864 0.813 0.500 0.525 0.603 0.750 0.000 0.875 0.683 0.575 0.000 0.698 0.707 0.773 0.000 0.930 Trucks 0.0 8.1 5.5 50.0 4.8 3.7 0.0 0.0 7.1 7.8 13.0 0.0 14.8 4.6 0.0 0.0 'Yo6.6 3.2 8.3 8.3 6.6 Johnny Cake Ridge Rd Total 583 316 IN OUT 267 91 197 28 2 Right Thru Left Bike/Ped 147th St 147th St Total AM PEAK HOUR DATA Total 434 From 7:15 to 8:15 305 254 I 0 Bike/Ped t Right 33 I 189 OUT 81 Left t 4- Thru 135 IN IN 65 Thru -0 r Left 21 OUT 180 I 34 Right North Bike/Pec 0 I 116 1, T r Bike/Pec Left Thru Right I 0 I 28 I 153 I 23 252 OUT IN 204 456 Total Johnny Cake Ridge Rd Location: Johnny Cake Ridge Rd @ 147th St Count Date: 5/16/2024 Counted By: CountCloud MID DAY PEAK HOUR TURNING MOVEMENT DATA SEH All Vehicles Johnny Cake Ridge Rd 147th St Johnny Cake Ridge Rd 147th St Southbound Westbound Northbound Eastbound Start Time Left Thru Right 3ike/Pec Left Thru Right 3ike/Pec Left Thru Right 3ike/Pec Left Thru Right 3ike/Pec Int.Total 13:45 5 43 18 1 1 19 6 0 10 38 8 0 27 20 10 0 205 14:00 8 35 27 3 7 16 3 0 3 35 10 0 26 27 11 0 208 14:15 5 26 19 0 7 27 5 0 6 39 7 0 18 20 11 0 190 14:30 8 64 36 0 5 33 6 2 7 44 7 0 24 38 14 0 286 Total 26 168 100 4 20 95 20 2 26 156 32 0 95 105 46 0 889 %App.Total 8.8 57.1 34.0 14.8 70.4 14.8 12.1 72.9 15.0 38.6 42.7 18.7 PHF 0.813 0.656 0.694 0.333 0.714 0.720 0.833 0.250 0.650 0.886 0.800 0.000 0.880 0.691 0.821 0.000 0.777 Trucks 11.5 6.0 3.0 25.0 15.0 6.3 0.0 100.0 15.4 6.4 18.8 0.0 1.1 2.9 2.2 0.0 'Yo5.4 6.7 9.3 2.0 5.6 Johnny Cake Ridge Rd Total 565 294 IN OUT 271 100 168 26 4 Right Thru Left Bike/Ped 147th St 147th St Total MID DAY PEAK HOUR DATA Total 467 From 13:45 to 14:45 298 221 I 0 Bike/Ped t Right 20 I 135 OUT 95 Left t 4- Thru 95 IN IN 105 Thru - r Left 20 OUT 246 I 46 Right Z North Bike/Pec 2 I 163 1 T r Bike/Pec Left Thru Right I 0 I 26 I 156 I 32 I 234 OUT IN 214 448 Total Johnny Cake Ridge Rd Location: Johnny Cake Ridge Rd @ 147th St Count Date: 5/16/2024 / Counted By: CountCloud /� PM PEAK HOUR TURNING MOVEMENT DATA SEH All Vehicles Johnny Cake Ridge Rd 147th St Johnny Cake Ridge Rd 147th St Southbound Westbound Northbound Eastbound Start Time Left Thru Right 3ike/Pec Left Thru Right 3ike/Pec Left Thru Right 3ike/Pec Left Thru Right 3ike/Pec Int.Total 16:15 3 45 29 0 6 38 3 1 10 37 9 0 27 27 15 1 249 16:30 4 69 25 2 3 28 12 1 7 41 7 1 37 29 19 0 281 16:45 10 61 15 2 10 36 11 1 5 51 4 0 36 39 16 0 294 17:00 3 58 19 0 5 37 8 0 8 39 4 0 22 34 29 0 266 Total 20 233 88 4 24 139 34 3 30 168 24 1 122 129 79 1 1090 %App.Total 5.9 68.3 25.8 12.2 70.6 17.3 13.5 75.7 10.8 37.0 39.1 23.9 PHF 0.500 0.844 0.759 0.500 0.600 0.914 0.708 0.750 0.750 0.824 0.667 0.250 0.824 0.827 0.681 0.250 0.927 Trucks 0.0 1.7 3.4 25.0 4.2 0.7 2.9 33.3 0.0 0.6 0.0 100.0 1.6 3.1 0.0 0.0 'Yo2.1 1.5 0.5 1.8 1.6 Johnny Cake Ridge Rd Total 665 341 IN OUT 324 88 233 20 4 Right Thru Left Bike/Ped 147th St 147th St Total PM PEAK HOUR DATA Total 587 From 16:15 to 17:15 370 257 I 1 3ike/Ped t Right 34 I 197 OUT 122 Left t 4- Thru 139 IN IN 129 Thru -0 r Left 24 OUT 330 I 79 Right North Bike/Pec 3 I 173 1, T r Bike/Pec Left Thru Right I 1 I 30 I 168 I 24 336 OUT IN 222 558 Total Johnny Cake Ridge Rd Appendix B Warrant Analysis SHORT ELLIOTT HENDRICKSON INC. 3535St VadnaisPul, 55110enter Dr _ St Paul,MN 55110 S EH Existing 2024 -Johnny Cake Ridge Rd at 142nd St ALL WAY STOP WARRANT ANALYSIS LOCATION:Johnny Cake Ridge Rd at 142nd St COUNTY: Dakota REF.POINT:0 85th%Speed Approach Description Lanes Approach Total DATE: 9/9/2024 45 Major App1: Johnny Cake Ridge Rd NB 2 3441 45 Major App3: Johnny Cake Ridge Rd SB 2 3170 OPERATOR: LJ 30 Minor App2: 142nd St EB 1 781 30 Minor App4: 142nd St WB 1 1413 0.70 SPEED FACTOR USED? Yes Minimum Volume Requirement 210 140 MAJOR APPROACH MINOR APPROACH WARRANT MET MAJOR MAJOR MINOR MINOR TOTAL TOTAL HOUR APP.1 APP.3 APP.2 APP.4 E(APP.1 +APP.3) E(APP.2+APP.4) MAJOR/MINOR 0:00-1:00 0 0 0 0 0 0 NO/NO 1:00-2:00 0 0 0 0 _ 0 0 NO/NO 2:00-3:00 0 0 0 0 _ 0 0 NO/NO 3:00-4:00 0 0 0 0 — 0 0 NO/NO 4:00-5:00 0 0 0 0 0 0 NO/NO 5:00-6:00 0 0 0 0 _ 0 0 NO/NO 6:00-7:00 132 98 5 45 _ 230 50 YES/NO 7:00-8:00 265 363 13 230 _ 628 243 YES/YES 8:00-9:00 172 140 20 118 _ 312 138 YES/NO 9:00-10:00 164 181 7 47 _ 345 54 YES/NO 10:00-11:00 163 149 13 47 312 60 YES/NO 11:00-12:00 181 169 13 47 350 60 YES/NO _ 12:00-13:00 190 173 19 42 363 61 YES/NO 13:00-14:00 205 179 45 72 _ 384 117 YES/NO 14:00-15:00 282 247 195 116 529 311 YES/YES _ 15:00-16:00 327 237 37 138 564 175 YES/YES 16:00-17:00 329 316 44 104 645 148 YES/YES 17:00-18:00 341 377 89 145 _ 718 234 YES/YES 18:00-19:00 269 242 109 91 — 511 200 YES/YES 19:00-20:00 255 183 143 72 _ 438 215 YES/YES 20:00-21:00 166 116 29 99 _ 282 128 YES/NO 21:00-22:00 0 0 0 0 — 0 0 _ NO/NO 22:00-23:00 0 0 0 0 — 0 0 _ NO/NO 23:00-24:00 0 0 0 — 0 0 0 NO/NO Daily 3441 3170 781 1413 Met(Hr) Required(Hr) Hours met for warrant: 7 8 All-way Stop Warrant: Not satisfied REMARKS: X:\AEWWPPLE\179768\8-planning\81-analysis\Warrant Analysis\[JCR_Existing Geom_Existing Volumes Warrant Worksheet-083024.xlsx]Warrant Volume Data / SHORT ELLIOTT HENDRICKSON INC. /� 3535St VadnaisPul, 55110enter Dr _ St Paul,MN 55110 S E H Existing 2024 -Johnny Cake Ridge Rd at 142nd St SIGNAL WARRANT ANALYSIS LOCATION: Johnny Cake Ridge Rd at 142nd St COUNTY: Dakota REF.POINT: 0 85`h%Speed Approach Description Lanes Approach DATE: 9/9/2024 45 Major App1: Johnny Cake Ridge Rd NB 2 3441 45 Major App3: Johnny Cake Ridge Rd SB 2 3170 OPERATOR: LJ 30 Minor App2: 142nd St EB 1 503 30 Minor App4: 142nd St WB 1 1413 40 MPH OR FASTER? YES POPULATION<10,000? NO VOLUME REQ.AT 70%? YES Minimum Volume Requirement 1A 1B 1A&B(80%) CORRECTABLE CRASHES: 0 Major Total 420 630 504 (12-month period) Minor Approach 105 53 84 MAJOR APPROACH MAX MINOR WARRANT 1A- WARRANT 1B- WARRANT 1A& MAJOR MAJOR MINOR MINOR TOTAL APPROACH 8 hr 8 hr B HOUR APP.1 APP.3 APP.2 APP.4 E(APP.1+APP.3) (APP.2 or4) MAJOR/MINOR MAJOR/MINOR MAJOR/MINOR 0:00-1:00 [ 0 0 0 0 0 0 NO/NO NO/NO NO/NO 1:00-2:00 0 0 0 0 0 0 NO/NO NO/NO NO/NO 2:00-3:00 0 0 0 0 0 0 NO/NO NO/NO NO/NO 3:00-4:00 0 0 0 0 0 0 NO/NO NO/NO NO/NO 4:00-5:00 0 0 0 0 0 0 NO/NO NO/NO NO/NO 5:00-6:00 0 0 0 0 0 0 NO/NO NO/NO NO/NO 6:00-7:00 132 98 3 45 230 45 NO/NO NO/NO NO/NO 7:00-8:00 265 363 9 230 628 230 YES/YES NO/YES YES/YES 8:00-9:00 172 140 8 118 312 118 NO/YES NO/YES NO/YES 9:00-10:00 164 181 7 47 345 47 NO/NO NO/NO NO/NO 10:00-11:00 163 149 7 47 312 47 NO/NO NO/NO NO/NO 11:00-12:00 181 169 13 47 350 47 NO/NO NO/NO NO/NO 12:00-13:00 190 173 9 42 363 42 NO/NO NO/NO NO/NO 13:00-14:00 205 179 34 72 384 72 NO/NO NO/YES NO/NO 14:00-15:00 282 247 128 116 529 128 YES/YES NO/YES YES/YES 15:00-16:00 327 237 26 138 564 138 YES/YES NO/YES YES/YES 16:00-17:00 329 316 25 104 645 104 YES/NO YES/YES YES/YES 17:00-18:00 341 377 61 145 718 145 YES/YES YES/YES YES/YES 18:00-19:00 269 242 59 91 511 91 YES/NO NO/YES YES/YES 19:00-20:00 255 183 94 72 438 94 YES/NO NO/YES NO/YES 20:00-21:00 166 116 20 99 282 99 NO/NO NO/YES NO/YES 21:00-22:00 0 0 0 0 0 0 NO/NO NO/NO NO/NO 22:00-23:00 0 0 0 0 0 0 NO/NO NO/NO NO/NO 23:00-24:00 0 0 0 0 0 0 NO/NO NO/NO NO/NO Daily 3441 3170 503 1413 Met(Hr) Required(Hr) WARRANT MET: Warrant 1 Eight Hour Volumes 6 8 Not satisfied Warrant 1A Minimum Vehicular Volume 4 8 Not satisfied Warrant 1B Interruption of Continuous Flow 2 8 Not satisfied 1A& 1B Combination of Warrants 6 8 Not satisfied Warrant 2 Four Hour Volumes 2 4 Not satisfied Warrant 3 Peak Hour Volumes 1 1 Satisfied Warrant 7 Crash Experience 4 8 Not satisfied COMMENTS: Page 1 of 2 X:\AEW\APPLE\179768\8-planning\81-analysis\Warrant Analysis\[JCR_Existing Geom_Existing Volumes Warrant Worksheet-083024.xlsx]Warrant Volume Data / SHORT ELLIOTT HENDRICKSON INC. / 3535 Dr Stt Paul, 55110 MN 55110 S E H Existing 2024 -Johnny Cake Ridge Rd at 142nd St SIGNAL WARRANT ANALYSIS LOCATION:Johnny Cake Ridge Rd at 142nd St COUNTY: Dakota REF.POINT: 0 85th%Speed Approach Description Lanes Approach DATE: 9/9/2024 45 Major App1: Johnny Cake Ridge Rd NB 2 3441 45 Major App3: Johnny Cake Ridge Rd SB 2 3170 OPERATOR: LJ 30 Minor App2: 142nd St EB 1 503 30 Minor App4: 142nd St WB 1 1413 40 MPH OR FASTER? YES POPULATION<10,000? NO VOLUME REQ.AT 70%? YES Four Hour — - Peak Hour • Volumes 700 s 0 600 L Q Q 4 500 a) E z 400 > 300 200 100 ■ LO • • • c 0 1 200 400 600 800 1000 1200 1400 1600 1800 Major Street-Total of Both Approaches-VPH Figure 1. Four Hour and Peak Hour Warrant Analysis Note:For data points outside the graph range,check the minor street volume against the lower thresholds Warrant Criteria(Graph) Warrants Met: Major Minor App. Minor App. Actual Hourly Count Warrant 2 Warrant 3 Approach Four Hour Peak Hour HOUR Sum MajorApp. Max MinorApp. Four Hour Peak Hour 200 320 0:00-1:00 0 _0 NO NO 300 265 380 1:00-2:00 0 0 NO NO 400 215 335 2:00-3:00 0 0 NO NO 500 170 285 3:00-4:00 0 _0 NO NO 600 130 240 4:00-5:00 0 _0 NO NO 700 100 200 5:00-6:00 0 _0 NO NO 800 80 160 6:00-7:00 230 45 NO NO 900 65 135 7:00-8:00 628 230 YES YES 1000 60 110 8:00-9:00 312 118 NO NO 1100 60 95 9:00-10:00 345 47 NO NO 1200 60 75 10:00-11:00 312 47 NO NO 1300 60 75 11:00-12:00 350 47 NO NO 1400 60 75 12:00-13:00 363 42 NO NO 1500 60 75 13:00-14:00 384 72 NO NO 1600 60 75 14:00-15:00 529 128 NO NO 1700 60 75 15:00-16:00 564 138 NO _NO 1800 60 75 16:00-17:00 645 104 NO NO 17:00-18:00 718 145 YES _NO 18:00-19:00 511 91 NO NO 19:00-20:00 438 94 NO NO 20:00-21:00 282 99 NO NO 21:00-22:00 0 0 NO NO 22:00-23:00 0 o NO NO 23:00-24:00 0 o NO NO Page 2 of 2 X:\AE\A\APPLE\179768\8-planning\81-analysis\Warrant Analysis\[JCR_Existing Geom_Existing Volumes Warrant Worksheet-083024.xlsx]Warrant Volume Data SHORT ELLIOTT HENDRICKSON INC. 3535 Vadnais Center Dr _ St Paul,MN 55110 S EH 2044 No Build -Johnny Cake Ridge Rd at 142nd St ALL WAY STOP WARRANT ANALYSIS LOCATION:Johnny Cake Ridge Rd at 142nd St COUNTY: Dakota REF.POINT:0 85th%Speed Approach Description Lanes Approach Total DATE: 9/9/2024 45 Major App1: Johnny Cake Ridge Rd NB 2 4127 45 Major App3: Johnny Cake Ridge Rd SB 2 3802 OPERATOR: LJ 30 Minor App2: 142nd St EB 1 939 30 Minor App4: 142nd St WB 1 1699 0.70 SPEED FACTOR USED? Yes Minimum Volume Requirement 210 140 MAJOR APPROACH MINOR APPROACH WARRANT MET MAJOR MAJOR MINOR MINOR TOTAL TOTAL HOUR APP.1 APP.3 APP.2 APP.4 E(APP.1 +APP.3) E(APP.2+APP.4) MAJOR/MINOR 0:00-1:00 0 0 0 0 0 0 NO/NO 1:00-2:00 0 0 0 0 _ 0 0 NO/NO 2:00-3:00 0 0 0 0 _ 0 0 NO/NO 3:00-4:00 0 0 0 0 _ 0 0 NO/NO 4:00-5:00 0 0 0 0 — 0 0 NO/NO 5:00-6:00 0 0 0 0 _ 0 0 NO/NO 6:00-7:00 159 117 5 54 — 276 59 YES/NO 7:00-8:00 317 435 16 276 _ 752 292 YES/YES 8:00-9:00 207 168 24 142 — 375 166 YES/YES 9:00-10:00 197 217 8 56 _ 414 64 YES/NO 10:00-11:00 195 179 16 56 _ 374 72 YES/NO 11:00-12:00 218 202 15 57 _ 420 72 YES/NO 12:00-13:00 228 208 23 51 _ 436 74 YES/NO 13:00-14:00 245 215 54 87 _ 460 141 YES/YES 14:00-15:00 338 296 234 138 _ 634 372 YES/YES 15:00-16:00 392 284 45 166 — 676 211 YES/YES 16:00-17:00 395 380 53 125 _ 775 178 YES/YES 17:00-18:00 409 453 108 174 — 862 282 YES/YES 18:00-19:00 322 290 131 110 — 612 241 YES/YES 19:00-20:00 306 219 171 87 _ 525 258 YES/YES 20:00-21:00 199 139 36 120 _ 338 156 YES/YES 21:00-22:00 0 0 0 0 _ 0 0 NO/NO 22:00-23:00 0 0 0 0 — 0 0 _ NO/NO 23:00-24:00 0 0 0 0 0 0 NO/NO Daily 4127 3802 939 1699 Met(Hr) Required(Hr) Hours met for warrant: 10 8 All-way Stop Warrant: Satisfied REMARKS: X:\AEWWPPLE\179768\8-planning\81-analysis\Warrant Analysis\[JCR_Existing Geom_Existing Volumes Warrant Worksheet-083024.xlsx]Volume Input / SHORT ELLIOTT HENDRICKSON INC. /� 3535St VadnaisPul, 55110enter Dr _ St Paul,MN 55110 S E H 2044 No Build -Johnny Cake Ridge Rd at 142nd St SIGNAL WARRANT ANALYSIS LOCATION: Johnny Cake Ridge Rd at 142nd St COUNTY: Dakota REF.POINT: 0 85`h%Speed Approach Description Lanes Approach DATE: 9/9/2024 45 Major App1: Johnny Cake Ridge Rd NB 2 4127 45 Major App3: Johnny Cake Ridge Rd SB 2 3802 OPERATOR: LJ 30 Minor App2: 142nd St EB 1 603 30 Minor App4: 142nd St WB 1 1699 40 MPH OR FASTER? YES POPULATION<10,000? NO VOLUME REQ.AT 70%? YES Minimum Volume Requirement 1A 1B 1A&B(80%) CORRECTABLE CRASHES: 0 Major Total 420 630 504 (12-month period) Minor Approach 105 53 84 MAJOR APPROACH MAX MINOR WARRANT 1A- WARRANT 1B- WARRANT 1A& MAJOR MAJOR MINOR MINOR TOTAL APPROACH 8 hr 8 hr B HOUR APP.1 APP.3 APP.2 APP.4 E(APP.1+APP.3) (APP.2 or4) MAJOR/MINOR MAJOR/MINOR MAJOR/MINOR 0:00-1:00 l 0 0 0 0 0 0 NO/NO NO/NO NO/NO 1:00-2:00 0 0 0 0 0 0 NO/NO NO/NO NO/NO 2:00-3:00 0 0 0 0 0 0 NO/NO NO/NO NO/NO 3:00-4:00 0 0 0 0 0 0 NO/NO NO/NO NO/NO 4:00-5:00 0 0 0 0 0 0 NO/NO NO/NO NO/NO 5:00-6:00 0 0 0 0 0 0 NO/NO NO/NO NO/NO 6:00-7:00 159 117 3 54 276 54 NO/NO NO/YES NO/NO 7:00-8:00 317 435 11 276 752 276 YES/YES YES/YES YES/YES 8:00-9:00 207 168 10 142 375 142 NO/YES NO/YES NO/YES 9:00-10:00 197 217 8 56 414 56 NO/NO NO/YES NO/NO 10:00-11:00 195 179 8 56 374 56 NO/NO NO/YES NO/NO 11:00-12:00 218 202 15 57 420 57 YES/NO NO/YES NO/NO 12:00-13:00 228 208 10 51 436 51 YES/NO NO/NO NO/NO 13:00-14:00 245 215 40 87 460 87 YES/NO NO/YES NO/YES 14:00-15:00 338 296 154 138 634 154 YES/YES YES/YES YES/YES 15:00-16:00 392 284 32 166 676 166 YES/YES YES/YES YES/YES 16:00-17:00 395 380 30 125 775 125 YES/YES YES/YES YES/YES 17:00-18:00 409 453 74 174 862 174 YES/YES YES/YES YES/YES 18:00-19:00 322 290 70 110 612 110 YES/YES NO/YES YES/YES 19:00-20:00 306 219 113 87 525 113 YES/YES NO/YES YES/YES 20:00-21:00 199 139 25 120 338 120 NO/YES NO/YES ' NO/YES 21:00-22:00 0 0 0 0 0 0 NO/NO NO/NO NO/NO 22:00-23:00 0 0 0 0 0 0 NO/NO NO/NO NO/NO 23:00-24:00 0 0 0 0 0 0 NO/NO NO/NO NO/NO Daily 4127 3802 603 1699 Met(Hr) Required(Hr) WARRANT MET: Warrant 1 Eight Hour Volumes 7 8 Not satisfied Warrant 1A Minimum Vehicular Volume 7 8 Not satisfied Warrant 1B Interruption of Continuous Flow 5 8 Not satisfied 1A& 1B Combination of Warrants 7 8 Not satisfied Warrant 2 Four Hour Volumes 5 4 Satisfied Warrant 3 Peak Hour Volumes 2 1 Satisfied Warrant 7 Crash Experience 5 8 Not satisfied COMMENTS: Page 1 of 2 X:\AE\A\APPLE\179768\8-planning\81-analysis\Warrant Analysis\[JCR_Existing Geom_Existing Volumes Warrant Worksheet-083024.xlsx]Volume Input / SHORT ELLIOTT HENDRICKSON INC. / 3535St VadnaisPul, 55110enter Dr St Paul,MN 55110 S E H 2044 No Build -Johnny Cake Ridge Rd at 142nd St SIGNAL WARRANT ANALYSIS LOCATION:Johnny Cake Ridge Rd at 142nd St COUNTY: Dakota REF.POINT: 0 85`h%Speed Approach Description Lanes Approach DATE: 9/9/2024 45 Major App1: Johnny Cake Ridge Rd NB 2 4127 45 Major App3: Johnny Cake Ridge Rd SB 2 3802 OPERATOR: LJ 30 Minor App2: 142nd St EB 1 603 30 Minor App4: 142nd St WB 1 1699 40 MPH OR FASTER? YES POPULATION<10,000? NO VOLUME REQ.AT 70%? YES Four Hour — — Peak Hour ■ Volumes 700 s o 0 600 L O. Q < 500 a) E c 400 >_ ` ..... > 300 • _ ` \ 200 ■ y 100 ■ • • • L ■ ■ III. i = 0 - 200 400 600 800 1000 1200 1400 1600 1800 Major Street-Total of Both Approaches-VPH Figure 1. Four Hour and Peak Hour Warrant Analysis Note:For data points outside the graph range,check the minor street volume against the lower thresholds Warrant Criteria(Graph) Warrants Met: Major Minor App. Minor App. Actual Hourly Count Warrant 2 Warrant 3 Approach Four Hour Peak Hour HOUR Sum MajorApp. Max MinorApp. Four Hour Peak Hour 200 320 0:00-1:00 0 0 NO NO 300 265 380 1:00-2:00 0 o NO NO 400 215 335 2:00-3:00 0 0 NO NO 500 170 285 3:00-4:00 0 0 NO NO 600 130 240 4:00-5:00 0 0 NO NO 700 100 200 5:00-6:00 0 0 NO NO 800 80 160 6:00-7:00 276 54 NO NO 900 65 135 7:00-8:00 752 276 YES YES 1000 60 110 8:00-9:00 375 142 NO NO 1100 60 95 9:00-10:00 414 56 NO NO 1200 60 75 10:00-11:00 374 56 NO NO 1300 60 75 11:00-12:00 420 57 NO NO 1400 60 75 12:00-13:00 436 51 NO NO 1500 60 75 13:00-14:00 460 87 NO NO 1600 60 75 14:00-15:00 634 154 YES NO 1700 60 75 15:00-16:00 676 166 YES NO 1800 60 75 16:00-17:00 775 125 YES NO 17:00-18:00 862 174 YES YES 18:00-19:00 612 110 NO NO 19:00-20:00 525 113 NO NO 20:00-21:00 338 120 NO NO 21:00-22:00 0 0 NO NO 22:00-23:00 0 0 NO NO 23:00-24:00 0 0 NO NO Page 2 of 2 X:\AE\A\APPLE\179768\8-planning\81-analysis\Warrant Analysis\[JCR_Existing Geom_Existing Volumes Warrant Worksheet-083024.xlsx]Volume Input Appendix C Traffic Operations Analysis Reports Table Al Johnny Cake Ridge Road Corridor Study Existing Conditions(2024) AM,School Dismissal,&PM Peak Hours Vehicle Queing Information(feet) LOS By LOS By Demand Volumes Delay(s/veh) Approach Intersection Left Turn Lane Through Lane(s) Right Turn Lane Intersection Approach Avg. Max %Block %Block Link Avg. Max %Block %Block Avg. Max Delay Delay Storage Storage L T R Total L LOS T LOS R LOS LOS LOS a Queue Queue The,°' Left,. Length Queue Queue Right1�1 Thm1�1 a Queue Queue (SNeh) (SNeh) (feet) (feet)' (feet)' -- --- (feet) (feet)' (feet)' --� <---- (feet) (feet)' (feet)' Johnny Cake Ridge Rd at 140th St(Sig' EB 128 375 140 643 40.6 D 14.1 B 7.8 A 17.8 B 360 87 198 899 80 191 WB 39 725 31 795 42.0 D 20.6 C 13.3 B 21.3 C 21.2 C 290 33 93 986 156 269 _ NB 86 93 48 227 41.2 D 28.2 C 2.9 A 27.4 C 285 58 154 505 55 154 255 20 46 SB 25 178 153 356 42.0 D 34.4 C 8.4 A 23.5 C 260 22 84 910 92 213 320 44 112 Johnny Cake Ridge Rd at 142th St EB 2 7 4 13 6.1 A 6.7 A 2.7 A 5.4 A 766 20 54 120 20 45 WB 68 57 105 230 7.6 A 9.0 A 5.6 A 7.1 A 7.6 A 773 53 142 NB 47 186 32 265 6.3 A 9.2 A 2.4 A 7.9 A 919 35 87 illir 11 = SB 49 202 112 363 5.6 A 9.3 A 5.7 A 7.7 A 842 49 99 ti Johnny Cake Ridge Rd at 147th St(Sig' EB 73 55 31 159 23.9 C 24.6 C 3.2 A 20.1 C 105 42 104 426 34 93 105 20 40 f WB 25 140 33 198 24.2 C 31.8 C 4.9 A 26.4 C 14.5 B 300 20 63 4% 1060 80 189 4% 115 21 88 3 NB 36 159 24 219 9.1 A 8.4 A 1.9 A 7.8 A 290 20 57 570 24 95 r SB 26 165 85 276 8.1 A 9.6 A 4.2 A 7.9 A 145 20 41 807 35 112 147th St at Fernando Ave EB 180 12 192 0.2 A 0.1 A 0.2 A I OMM WB 4 243 247 1.4 A 0.4 A 0.4 A 0.5 A 300 20 20 NB 10 3 13 7.1 A 2.4 A 5.8 A 729 20 58 365 20 22 SB F 0.0 A Johnny Cake Ridge Rd at 140th St(Sig' EB 108 511 124 743 41.7 D 15.5 B 8.5 A 18.0 B 360 76 173 899 105 210 WB 29 426 28 483 42.3 D 18.8 B 7.4 A 19.4 B 21.5 C 290 24 82 ) 986 108 180 ill NB 132 193 65 390 35.9 D 28.9 C 3.3 A 27.2 C 285 85 182 505 101 210 255 25 67 SB 40 125 73 238 41.6 D 35.9 D 5.5 A 27.2 C 260 34 99 910 70 149 II, 320 28 66 Johnny Cake Ridge Rd at 142th St EB 96 37 67 200 8.1 A 9.5 A 4.6 A 7.2 A liri 766 36 111 120 23 59 WB 81 5 73 138 6.5 A 8.5 A 4.2 A 5.7 A 7.7 AIllir 773 44 NB 12 242 73 27 7.0 A 9.8 A 2.9 A 8.2 A 919 400 89 89 m SB 49 211 11 271 6.1 A 9.2 A 4.0 A 8.5 A 842 39 86 ri Johnny Cake Ridge Rd at 147th St(Sig' EB 124 136 45 305 24.5 C 24.5 C 4.1 A 21.5 C 105 69 158 3% 426 71 187 3% 105 20 50 o WB 24 121 50 195 23.8 C 32.5 C 5.0 A 24.3 C 15.2 B 300 20 54 3% 1060 75 176 3% 115 27 66 m NB 32 154 30 216 11.2 B 9.4 A 2.9 A 8.7 A 290 20 44 570 25 83 p SB 31 218 114 363 9.4 A 10.3 B 5.5 A 8.7 A 145 20 54 807 49 121 147th St at Fernando Ave EB 273 60 333 0.4 A 0.2 A 0.4 A WB 8 262 _ 270 2.4 A 0.3 A 0.4 A 0.7 A 300 20 31 NB 21 15 36 7.2 A I 2.6 A 5.2 A 729 20 29 365 20 20 _ SB 1 1 4.5 A in= 4.5 A 367 20 20 Johnny Cake Ridge Rd at 140th St(Sig' EB 55 630 155 840 40.3 D 18.2 B 11.5 B 18.3 B 360 43 115 899 131 238 Il WB 50 583 33 666 40.7 D 17.7 B 7.9 A 18.9 B 21.2 C 290 38 113 986 120 225 NB 109 162 70 341 38.8 D 27.8 C 4.2 A 26.1 C 285 72 157 505 81 156 255 26 47 SB 57 222 93 372 39.9 D 33.0 C 6.4 A 27.4 C 260 43 107 910 108 220 li 320 29 71 Johnny Cake Ridge Rd at 142th St EB 47 14 28 89 6.6 A 7.5 A 3.5 A 5.8 A 766 27 62 120 20 36 WB 49 51 45 145 6.5 A 8.8 A 4.0 A 6.5 A 8.0 A 773 41 75 o NB 41 225 75 341 8.9 A 10.4 B 3.0 A 8.6 A 919 40 103 = SB 73 243 61 377 6.2 A 9.9 A 5.9 A 8.5 A I 842 45 92 IL "Mill. li Johnny Cake Ridge Rd at 147th St(Sig' EB 103 131 74 308 23.7 C 25.1 C 4.1 A 19.5 B 105 53 116 2% 426 67 141 2% 105 28 54 2 WB 30 92 26 148 23.4 C 34.8 C 4.4 A 27.0 C 14.2 B 300 22 74 2% 1060 61 147 2% 115 20 44 a NB 24 222 23 269 9.3 A 8.2 A 2.5 A 7.9 A 290 20 35 1111 570 28 84 SB 31 234 65 330 8.4 A 9.3 A 4.5 A 8.2 A 145 20 48 807 38 109 147th St at Fernando Ave EB 293 53 346 . I 0.4 A 0.2 A 0.4 A llir WB 4 187 _ 191 2.3 A 0.4 A ill 0.4 A 0.7 A 300 20 20 NB 28 11 39 6.9 A F 2.8 A 5.8 A 729 20 38 365 20 24 SB • 0.0 A NOTES 1.If the reported queue is greater than zero(0),but less than 20 ft,a minimum of 20 ft is reported. 2.Block Percentage is proportion of analysis time(1 hour)the storage lane or through lane is blocked or blocking. 3.Multiple storage lanes of different length are averaged together to show the"Effective Storage Length'.per lane. Table Al Johnny Cake Ridge Road Corridor Study No Build Conditions(2044) AM,School Dismissal,&PM Peak Hours Vehicle Queing Information(feet) LOS By LOS By Demand Volumes Delay(sNeh) Approach Intersection Left Turn Lane Through Lane(s) Right Turn Lane Intersection Approach Avg. Max %Block %Block Link Avg. Max %Block %Block Avg. Max Delay Delay Storage Storage L T R Total L LOS T LOS R LOS LOS LOS a Queue Queue The,°1 Left. Length Queue Queue Rightl9l rhml'I a Queue Queue (SNeh) (SNeh) (feet) feet' - --- (feet) ' --> <---- (feet) (feet)' ( ) ) (feet) (feet) (feet)' (feet)' Johnny Cake Ridge Rd at 140th St(Sig' EB 154 450 168 772 48.8 D 17.6 B 10.8 B 22.4 C 360 118 292 899 105 231 WB 47 870 37 954 46.9 D 31.6 C 25.5 C 32.1 C 27.8 C 290 43 107 4% 986 226 392 4% _ NB 103 112 58 273 43.2 D 27.1 C 3.5 A 28.2 C 285 77 191 505 63 175 255 21 61 SB 30 214 184 428 47.5 D 38.9 D 12.0 B 27.5 C 260 24 80 910 119 226 320 59 137 Johnny Cake Ridge Rd at 142th St EB 2 8 5 15 6.7 A 7.1 A 3.0 A 5.5 A 766 20 48 120 20 45 WB 82 68 126 276 8.9 A 10.0 B 7.2 A 8.4 A 8.6 A 773 64 158 I. 11 NB 56 223 38 317 7.5 A 9.7 A 2.8 A 8.5 A 919 40 87 = SB 59 242 134 435 6.7 A 10.3 B 7.5 A 9.0 A 842 58 120 ti Johnny Cake Ridge Rd at 147th St(Sig' EB 88 66 37 191 24.4 C 24.6 C 3.3 A 20.4 C 105 47 115 1% 426 41 122 1% 105 20 48 f WB 30 168 40 238 23.9 C 33.0 C 4.9 A 27.1 C 15.2 B 300 20 70 8% 1060 98 218 8% 115 23 88 3 NB 43 191 29 263 10.4 B 9.2 A 2.5 A 8.6 A 290 20 64 r 570 27 84 r SB 31 198 102 331 9.8 A 10.8 B 5.6 A 9.2 A 145 20 49 807 46 119 147th St at Fernando Ave EBB 216 14 23 1 0.4 A 0 - 0.1 A� 0.4 A 0.5 A 300 20 20 NB 12 4 16 6.7 A 2.5 A 5.7 A 729 20 51 365 20 20 SB F i 0.0 A Johnny Cake Ridge Rd at 140th St(Sig' EB 130 613 149 892 42.7 D 18.2 B 11.0 B 20.5 C 360 89 188 899 133 246 WB 35 511 34 580 45.4 D 22.3 C 11.4 B 23.0 C 24.1 C 290 29 92 986 130 223 ill NB 158 232 78 468 40.3 D 29.8 C 4.2 A 29.1 C 285 106 217 505 122 250 255 28 65 SB 48 150 88 286 43.3 D 38.6 D 6.2 A 29.6 C 260 39 98 910 92 171 II 320 32 74 Johnny Cake Ridge Rd at 142th St EB 115 44 80 239 10.3 B 11.3 B 5.8 A 9.0 A 766 43 130 1% 120 27 88 WB 97 6 62 165 7.3 A 7.8 A 5.0 A 6.5 A 8.8 A 773 50 109 -11111 o NB 14 290 88 392 7.1 A 10.8 B 3.6 A 9.2 A 919 48 101 I m i SB 59 253 13 325 7.2 A 10.3 B 4.5 A 9.5 A 842 47 101 ri Johnny Cake Ridge Rd at 147th St(Sig' EB 149 163 54 366 25.0 C 24.6 C 4.1 A 21.7 C 105 78 173 4% 426 80 175 4% 105 21 52 o WB 29 145 60 234 24.1 C 34.5 C 5.3 A 25.5 C 16.5 B 300 21 60 5% 1060 88 188 5% 115 28 78 m NB 38 185 36 259 11.8 B 11.7 B 3.8 A 10.6 B 290 20 50 570 37 109 p SB 37 262 137 436 11.7 B 12.6 B 6.9 A 10.8 B 145 20 67 807 63 161 147th St at Fernando Ave EB 328 72 400 111 , 0.5 A 0.3 A 0.5 A 784 20 WB 10 314 A 324 2.4 A 0.4 A 111 0.4 A 0.8 A 300 20 41 NB 25 18 43 8.5 A 2.8 A 6.3 A 729 20 51 ii. 365 20 22 SB 1 1 8.5 A 8.5 A 367 20 20 Johnny Cake Ridge Rd at 140th St(Sig' EB 66 756 186 1,008 44.8 D 24.3 C 17.8 B 24.4 C 360 49 103 899 179 327 WB 60 700 40 800 43.8 D 22.0 C 13.3 B 23.3 C 25.6 C 290 46 133 986 155 264 il NB 131 194 84 409 40.9 D 29.2 C 5.3 A 27.7 C 285 91 202 505 100 213 255 30 74 SB 68 266 112 446 45.1 D 37.0 D 8.5 A 30.8 C 260 48 134 910 137 266 li 320 36 93 Johnny Cake Ridge Rd at 142th St EB 56 17 34 107 7.4 A 8.2 A 4.1 A 6.4 A 766 29 70 120 20 47 WB 59 61 54 174 7.1 A 10.0 B 5.1 A 7.5 A 9.1 A 773 46 101 o NB 49 270 90 409 12.4 B 12.0 B 4.0 A 10.3 B 919 49 143I = SB 88 292 73 453 6.9 A 10.5 B 6.5 A 9.2 A i 842 50 96 li Johnny Cake Ridge Rd at 147th St(Sig' EB 124 157 89 370 24.1 C 26.7 C 4.9 A 20.8 C 105 66 144 4% 426 87 168 4% 105 29 80 2 WB 36 110 31 177 22.6 C 34.4 C 5.0 A 26.7 C 15.7 B 300 25 85 3% 1060 69 171 3% 115 20 50 a NB 29 266 28 323 11.1 B 11.0 B 4.6 A 10.4 B 290 20 55 1111 570 41 119 SB 37 281 78 396 11.9 B 10.7 B 5.7 A 9.8 A 145 20 54 807 47 108 147th St at Fernando Ave EB F-' 352 64 416 0.5 A 0.3 A 0.5 A WB 5 224 R i 229 1.7 A 0.4 A ill 0.4 A 0.9 A 300 20 20 NB 34 13 47 7.6 A F 3.2 A 6.3 A 729 20 38 365 20 29 SB 0.0 A NOTES 1.If the reported queue is greater than zero(0),but less than 20 ft,a minimum of 20 ft is reported. 2.Block Percentage is proportion of analysis time(1 hour)the storage lane or through lane is blocked or blocking. 3.Multiple storage lanes of different length are averaged together to show the"Effective Storage Length'.per lane. Table Al Johnny Cake Ridge Road Corridor Study 3 Lane Conditions+TWSC at 142nd St(2044) AM,School Dismissal,&PM Peak Hours Vehicle Queing Information(feet) LOS By LOS By Demand Volumes Delay(sNeh) Approach Intersection Left Turn Lane Through Lane(s) Right Turn Lane Intersection Approach Avg. Max %Block %Block Link Avg. Max %Block %Block Avg. Max Delay Delay Storage Storage L T R Total L LOS T LOS R LOS LOS LOS a Queue Queue Thm., Lee. Length Queue Queue Right. Thml'I a Queue Queue (SNeh) (SNeh) (feet) feet' --> `--- (feet) ' --> <_--. (feet) (feet)' ( ) ) (feet) (feet) (feet)' (feet)' Johnny Cake Ridge Rd at 140th St(Sig' EB 154 450 168 772 42.7 D 11.8 B 7.5 A 17.3 B 360 92 250 900 71 168 WB 47 870 37 954 14.7 B 18.0 B 11.0 B 17.6 B 20.5 C 290 26 72 986 159 264 _ NB 103 112 58 273 31.7 C 24.3 C 3.6 A 23.0 C 285 64 165 505 60 154 280 23 50 SB 30 214 184 428 24.4 C 49.4 D 11.3 B 30.9 C 260 21 69 3% 910 131 301 3% 320 57 148 Johnny Cake Ridge Rd at 142nd St EB 2 8 5 15 13.8 B 11.6 B 4.9 A 9.9 A 772 20 48 . 120 20 40 WB 82 68 126 276 36.7 L_E 32.3 D 34.0 D 34.4 D 10.7 B L 779 125 424 x NB 56 223 38 317 5.0 A 1.6 A 0.4 A 2.1 A 300 20 56 919 20 ■ SB 59 242 134 435 3.2 A 2.9 A 1.5 A 2.5 A 300 20 50 843 20 22 ti Johnny Cake Ridge Rd at 147th St(Sig' EB 88 66 37 191 25.6 C 25.1 C 3.3 A 20.9 C 105 49 1% 426 41 128 1% 105 20 44 2 WB 30 168 40 238 24.1 C 32.9 C 4.8 A 27.4 C 15.4 B 300 21 69 7% 1060 95 217 7% 115 21 62 3 NB 43 191 29 263 9.8 A 10.8 B 1.7 A 9.6 A 290 20 61 570 44 130 r a . SB 31 198 102 331 11.2 B 9.6 A 4.7 A 8.3 A 145 20 50 414 35 114 147th St at Fernando Ave EB 216 14 230 0.3 A 0.1 A 0.3 A 1 WB 5 292 297 1.6 A 0.4 A 0.4 A 0.6 A 300 20 20 NB 12 4 16 7.5 A 2.5 A 6.4 A 729 20 48 365 20 20 SB F I 0.0 A Johnny Cake Ridge Rd at 140th St(Sig' EB 130 613 149 892 16.8 B 12.6 B 7.2 A 12.3 B 360 52 140 900 92 175 WB 35 511 34 580 14.1 B 14.3 B 5.5 A 13.7 B 17.1 B 290 20 54 986 102 175 ill NB 158 232 78 468 29.8 C 30.3 C 4.7 A 26.1 C 285 85 162 505 112 235 280 30 72 SB 48 150 88 286 23.7 C 35.3 D 6.2 A 24.6 C 260 31 96 910 83 185 lb 320 31 71 Johnny Cake Ridge Rd at 142nd St EB 115 44 80 239 37.0 11. 33.5 D 14.8 B 28.3 D 772 86 389 12% 120 46 i i i WB 97 6 62 165 15.4 C 14.4 B 10.5 B 13.4 B 9.4 A 779 65 173 o NB 14 290 88 392 2.0 A 2.4 A 0.8 A 2.0 A 300 20 21 919 20 x m SB 59 253 13 325 3.3 A 1.4 A 0.5 A 1.7 A 300 20 59 ri Johnny Cake Ridge Rd at 147th St(Sig' EB 149 163 54 366 25.5 C 25.2 C 4.3 A 22.3 C 105 78 181 5% 426 86 194 5% 105 22 52 o WB 29 145 60 234 23.9 C 34.4 C 4.6 A 25.7 C 16.1 B 300 20 55 5% 1060 85 170 5% 115 28 64 m NB 38 185 36 259 11.7 B 10.5 B 2.3 A 9.5 A 290 20 58 570 45 131 r SB 37 262 137 436 12.0 B 11.3 B 5.9 A 9.7 A 145 20 65 414 54 140 147th St at Fernando Ave EB 328 72 400 111 , 0.6 A 0.3 A 0.5 A 200 20 WB 10 314 A 324 2.7 A 0.4 A - 0.5 A 0.9 A 300 20 29 n NB 25 18 43 8.8 A I 3.2 A 6.4 A 729 20 42 365 20 25 SB 1 1 6.7 A dill 6.7 A 367 20 20 Johnny Cake Ridge Rd at 140th St(Sig' EB 66 756 186 1,008 15.8 B 14.9 B 10.1 B 14.0 B 360 28 84 900 117 218 WB 60 700 40 800 18.6 B 13.9 B 6.7 A 13.9 B 19.9 B 290 31 86 986 115 181 iiM NB 131 194 84 409 28.4 C 28.9 C 5.5 A 24.1 C 285 67 150 505 91 178 280 29 61 SB 68 266 112 446 26.3 C 57.5 E 10.0 B 40.2 D 260 43 166 6% 910 168 400 6% 320 43 211 Johnny Cake Ridge Rd at 142nd St EB 56 17 34 107 28.5 D 32.1 D 6.2 A 21.5 C 772 40 150 3% 120 21 81 WB 59 61 54 174 25.5 D 41.9 _ 17.7 C 28.5 D 7.7 A III= 779 74 254 III IIM o NB 49 270 90 409 3.9 A 2.4 A 0.8 A 2.2 A 300 20 52 919 20 x SB 88 292 73 453 3.3 A 1.9 A 0.7 A 2.0 A 300 20 57 843 20 20 li Johnny Cake Ridge Rd at 147th St(Sig' EB 124 157 89 370 23.3 C 26.9 C 4.6 A 20.1 C 105 60 153 4% 426 83 183 4% 105 33 117 2 WB 36 110 31 177 23.6 C 33.5 C 4.1 A 26.3 C 15.0 B 300 28 79 3% 1060 69 169 3% 115 20 42 a NB 29 266 28 323 11.0 B 11.0 B 2.3 A 10.2 B 290 20 40 570 57 150 SB 37 281 78 396 10.8 B 10.1 B 4.3 A 9.0 A 145 20 51 414 40 104 147th St at Fernando Ave EB F-' 352 64 416 0.5 A 0.3 A 0.5 A WB 5 224 R . 229 2.1 A 0.4 A ill 0.4 A 0.9 A 300 20 20 NB 34 13 47 8.4 A F 2.5 A 6.8 A 729 20 47 365 20 25 SB 0.0 A NOTES 1.If the reported queue is greater than zero(0),but less than 20 ft,a minimum of 20 ft is reported. 2.Block Percentage is proportion of analysis time(1 hour)the storage lane or through lane is blocked or blocking. 3.Multiple storage lanes of different length are averaged together to show the"Effective Storage Length'.per lane. Table Al Johnny Cake Ridge Road Corridor Study 3 Lane Conditions,142nd St AWS(2044) AM,School Dismissal,&PM Peak Hours Vehicle Queing Information(feet) LOS By LOS By Demand Volumes Delay(s/veh) Approach Intersection Left Turn Lane Through Lane(s) Right Turn Lane Intersection Approach Avg. Max %Block %Block Link Avg. Max %Block %Block Avg. Max Delay Delay Storage Storage L T R Total L LOS T LOS R LOS LOS LOS a Queue Queue Thn,0 Left. Length Queue Queue Rightl9l Th,u a Queue Queue (SNeh) (SNeh) (feet) feet' --> `--- (feet) ' --> (feet) (feet)' ( ) (feet) (feet) (feet)' (feet)' Johnny Cake Ridge Rd at 140th St(Sig' EB 154 450 168 772 35.9 D 11.1 B 6.9 A 15.1 B 360 82 229 900 67 149 WB 47 870 37 954 13.3 B 16.7 B 10.0 B 16.3 B 19.6 B 290 28 72 986 147 243 - NB 103 112 58 273 30.7 C 24.9 C 3.4 A 22.4 C 285 63 158 505 58 154 L 280 22 55 SB 30 214 184 428 26.1 C 54.4 D 11.0 B 33.1 C 260 24 106 5% 910 135 339 5% 320 58 154 Johnny Cake Ridge Rd at 142th St EB 2 8 5 15 5.4 A 6.8 A 3.3 A 5.4 A 772 20 44 . 120 20 48 WB 82 68 126 276 11.1 B 11.3 B 10.2 B 10.7 B 10.5 B 779 72 212 = NB 56 223 38 317 6.2 A 11.5 B 5.1 A 9.8 A 300 20 52 919 49 103 SB 59 242 134 435 7.3 A 13.2 B 8.8 A 11.0 B 300 26 64 843 72 164 ■ ti Johnny Cake Ridge Rd at 147th St(Sig' EB 88 66 37 191 24.6 C 27.2 C 3.2 A 21.2 C 105 49 1% 426 45 127 1% 105 20 42 f WB 30 168 40 238 22.4 C 31.7 C 4.4 A 26.2 C 15.3 B 300 20 68 8% 1060 100 232 8% 115 21 60 4 NB 43 191 29 263 10.3 B 10.6 B 1.7 A 9.5 A 290 20 62 570 45 128 r SB 31 198 102 331 10.5 B 10.2 B 4.6 A 8.6 A 145 20 47 414 36 114 147th St at Fernando Ave EB 216 14 230 0.2 A 0.1 A 0.2 A I O . WB 5 292 297 2.0 A 0.4 A 0.4 A 0.5 A 300 20 21 NB 12 4 16 6.1 2.4 A 5.2 A 729 20 52 365 20 20 SB F I 0.0 A Johnny Cake Ridge Rd at 140th St(Sig' EB 130 613 149 892 14.7 B 11.8 B 6.9 A 11.4 B 360 48 108 900 88 176 WB 35 511 34 580 14.1 B 13.9 B 5.6 A 13.4 B 16.8 B 290 20 60 986 99 167 i ill NB 158 232 78 468 29.8 C 31.9 C 4.8 A 26.9 C 285 83 174 505 114 248 280 32 108 SB 48 150 88 286 23.8 C 34.5 C 5.6 A 23.8 C 260 32 99 910 81 178 320 31 71 Johnny Cake Ridge Rd at 142th St EB 115 44 80 239 12.2 B 12.6 B 6.5 A 10.3 B 772 44 148 1% 120 27 84 WB 97 6 62 165 7.8 A 9.5 A 6.1 A 7.2 A 11.4 B 779 51 107 I NB 14 290 88 392 6.3 A 15.3 C 8.7 A 13.5 B 300 20 24 919 80 190 11111 SB 59 253 13 325 6.8 A 13.1 B 6.5 A 11.7 B 300 31 82 843 63 141 ri Johnny Cake Ridge Rd at 147th St(Sig' EB 149 163 54 366 25.8 C 25.7 C 4.2 A 22.6 C 105 77 171 5% 426 88 188 5% 105 23 70 o WB 29 145 60 234 23.8 C 33.2 C 4.4 A 24.3 C 16.1 B 300 20 57 5% 1060 85 177 5% 115 29 70 m NB 38 185 36 259 13.3 B 11.7 B 2.3 A 10.6 B 290 20 56 570 50 138 p SB 37 262 137 436 11.1 B 11.8 B 5.5 A 9.8 A 145 20 62 414 53 146 147th St at Fernando Ave EB 328 72 400 111 , 0.6 A 0.3 A 0.5 A WB 10 314 A 324 3.1 A 0.4 A - 0.5 A 0.8 A 300 20 43 n NB 25 18 43 8.3 A I 2.9 A 5.9 A 729 20 40 1 365 20 24 SB 1 1 6. 6. A 900 20 Johnny Cake Ridge Rd at 140th St(Sig' EB 66 756 186 1,008 15. B 6 B 15.3 B 9.5 A 14.2 B 360 26 70 900 119 218 WB 60 700 40 800 19.6 B 13.7 B 6.3 A 13.8 B 20.0 C 290 34 96 986 113 191 NB 131 194 84 409 27.3 C 30.0 C 5.5 A 24.1 C 285 65 139 505 91 196 280 30 65 SB 68 266 112 446 26.6 C 58.4 _ 9.1 A 40.9 D 260 51 251 8% 910 169 478 8% 320 41 266 Johnny Cake Ridge Rd at 142th St EB 56 17 34 107 7.7 A 8.8 A 4.3 A 6.8 A 772 29 69 I 120 20 45 WB 59 61 54 174 7.7 A 10.4 B 5.7 A 8.0 A 10.9 B 11111 779 47 101 . 111111 o NB 49 270 90 409 7.7 A 14.4 B 7.9 A 12.2 B 300 20 56 919 59 162 = SB 88 292 73 453 6.6 A 13.8 B 9.7 A 11.8 B 300 31 61 843 72 178 li Johnny Cake Ridge Rd at 147th St(Sig' EB 124 157 89 370 24.5 C 26.3 C 4.6 A 20.6 C 105 62 133 4% 426 83 157 4% 105 30 60 2 WB 36 110 31 177 24.4 C 33.7 C 4.4 A 26.2 C 15.1 B 300 28 78 2% 1060 66 165 2% 115 20 47 a NB 29 266 28 323 10.8 B 11.2 B 2.1 A 10.2 B 290 20 42 570 58 145 SB 37 281 78 396 11.5 B 9.7 A 3.9 A 8.7 A 145 20 52 414 39 103 147th St at Fernando Ave EB V7 352 64 416 0.5 A 0.3 A 0.5 A WB 5 224 R . 229 2.3 A 0.4 A ill 0.4 A 0.9 A 300 20 21 NB 34 13 47 8.1 A F 3.0 A 6.7 A 729 20 43 365 20 24 SB 0.0 A NOTES 1.If the reported queue is greater than zero(0),but less than 20 ft,a minimum of 20 ft is reported. 2.Block Percentage is proportion of analysis time(1 hour)the storage lane or through lane is blocked or blocking. 3.Multiple storage lanes of different length are averaged together to show the"Effective Storage Length"per lane. HCS Roundabouts Report General Information Site Information Analyst — Chad Jorgenson ,0"‘ 1 Intersection Johnny Cake Ridge Rd and 1... Agency or Co. SEH Inc E/W Street Name 142nd St Date Performed 9/5/2024 or N N/S Street Name Johnny Cake Ridge Rd Analysis Year 2044 k w s E t Analysis Time Period,hrs 0.25 Time Analyzed AM Peak Peak Hour Factor 0.80 1111 Project Description Johnny Cake Ridge Rd Study 111111:4101 Jurisdiction City of Apple Valley Volume Adjustments and Site Characteristics Approach I EB I WB NB SB Movement U I L I T R U I L I T R U I L T R U I L I T R Number of Lanes(N) 0 I 0 I 1 0 0 I 0 I 1 0 0 I 0 1 0 0 I 0 I 1 0 Lane Assignment LTR LTR LTR LTR Volume(V),veh/h 0 I 2 8 5 0 I 82 68 126 0 I 56 223 38 0 59 I 242 134 Percent Heavy Vehicles,% 0 50 0 20 0 6 1 2 0 0 5 13 0 2 4 0 Flow Rate(vpcE),pc/h 0 I 4 10 8 0 I 109 86 161 0 I 70 293 54 0 75 I 315 168 Right-Turn Bypass None None None None Conflicting Lanes 1 1 1 1 Pedestrians Crossing,p/h 0 0 0 0 Proportion of CAVs 0 Critical and Follow-Up Headway Adjustment Approach EB WB NB SB Lane Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass Critical Headway,s 5.0000 5.0000 5.0000 5.0000 Follow-Up Headway,s 2.6000 2.6000 2.6000 2.6000 Flow Computations, Capacity and v/c Ratios Approach EB WB NB SB Lane Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass Entry Flow(ve),pc/h 22 356 417 558 Entry Volume,veh/h 19 346 397 544 Circulating Flow(vc),pc/h 499 367 89 265 Exiting Flow(vex),pc/h 139 324 458 432 Capacity(cpce),pc/h 829 950 1264 1054 Capacity(c),veh/h 729 922 1202 1029 v/c Ratio(x) 0.03 0.37 0.33 0.53 Delay and Level of Service Approach EB WB NB SB Lane Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass Lane Control Delay(d),s/veh 5.2 8.1 6.1 10.0 Lane LOS A A A B 95%Queue,veh 0.1 1.8 1.5 3.2 Approach Delay,s/veh I LOS 5.2 I A 8.1 A 6.1 I A 10.0 B 1 Intersection Delay,s/veh I LOS 8.2 A Copyright©2024 University of Florida.All Rights Reserved. HCS1ul Roundabouts Version 2023 Generated:9/17/2024 1:55:54 PM JCCR 142nd Roundabout 2044 Build AM Peak.xro HCS Roundabouts Report General Information Site Information Analyst — Chad Jorgenson ,0"‘ 1 Intersection Johnny Cake Ridge Rd and 1... Agency or Co. SEH Inc E/W Street Name 142nd St Date Performed 9/5/2024 or N N/S Street Name Johnny Cake Ridge Rd Analysis Year 2044 k w s E t Analysis Time Period,hrs 0.25 Time Analyzed SD Peak Peak Hour Factor 0.79 1111 Project Description Johnny Cake Ridge Rd Study 111111:4101 Jurisdiction City of Apple Valley Volume Adjustments and Site Characteristics Approach I EB I WB NB SB Movement U I L I T R U I L I T R U I L T R U I L I T R Number of Lanes(N) 0 I 0 I 1 0 0 I 0 I 1 0 0 I 0 1 0 0 I 0 I 1 0 Lane Assignment LTR LTR LTR LTR Volume(V),veh/h 0 115 44 80 0 I 97 I 6 62 0 I 14 290 88 0 59 I 253 13 Percent Heavy Vehicles,% 0 1 0 1 0 9 0 3 0 0 5 17 0 10 4 0 Flow Rate(vpcE),pc/h 0 147 56 102 0 I 134 I 8 81 0 18 385 130 0 82 I 333 16 Right-Turn Bypass None None None None Conflicting Lanes 1 1 1 1 Pedestrians Crossing,p/h 0 0 0 0 Proportion of CAVs 0 Critical and Follow-Up Headway Adjustment Approach EB WB NB SB Lane Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass Critical Headway,s 5.0000 5.0000 5.0000 5.0000 Follow-Up Headway,s 2.6000 2.6000 2.6000 2.6000 Flow Computations, Capacity and v/c Ratios Approach EB WB NB SB Lane Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass Entry Flow(ve),pc/h 305 223 533 431 Entry Volume,veh/h 303 210 496 411 Circulating Flow(v,),pc/h 549 550 285 160 Exiting Flow(vex),pc/h 268 42 613 569 Capacity(cpce),pc/h 788 787 1033 1175 Capacity(c),veh/h 781 739 961 1119 v/c Ratio(x) 0.39 0.28 0.52 0.37 Delay and Level of Service Approach EB WB NB SB Lane Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass Lane Control Delay(d),s/veh 9.4 8.2 10.2 6.9 Lane LOS A A B A 95%Queue,veh 1.8 1.2 3.0 1.7 Approach Delay,s/veh I LOS 9.4 I A 8.2 A 10.2 B 6.9 A 1 Intersection Delay,s/veh I LOS 8.8 A Copyright©2024 University of Florida.All Rights Reserved. HCS Roundabouts Version 2023 Generated:9/6/2024 12:36:01 PM JCCR 142nd Roundabout 2044 Build SD Peak.xro HCS Roundabouts Report General Information Site Information Analyst — Chad Jorgenson ,0"‘ 1 Intersection Johnny Cake Ridge Rd and 1... Agency or Co. SEH Inc E/W Street Name 142nd St Date Performed 9/5/2024 or N N/S Street Name Johnny Cake Ridge Rd Analysis Year 2044 k w s E t Analysis Time Period,hrs 0.25 Time Analyzed PM Peak Peak Hour Factor 0.72 1111 Project Description Johnny Cake Ridge Rd Study 111111:4101 Jurisdiction City of Apple Valley Volume Adjustments and Site Characteristics Approach I EB I WB NB SB Movement U I L I T R U I L I T R U I L T R U I L I T R Number of Lanes(N) 0 I 0 I 1 0 0 I 0 I 1 0 0 I 0 1 0 0 I 0 I 1 0 Lane Assignment LTR LTR LTR LTR Volume(V),veh/h 0 I 56 17 34 0 I 59 61 54 0 I 49 270 90 0 88 I 292 73 Percent Heavy Vehicles,% 0 0 0 0 0 2 0 0 0 0 1 1 0 0 1 0 Flow Rate(vpcE),pc/h 0 I 78 24 47 0 I 84 85 75 0 I 68 379 126 0 122 I 410 101 Right-Turn Bypass None None None None Conflicting Lanes 1 1 1 1 Pedestrians Crossing,p/h 0 0 0 0 Proportion of CAVs 0 Critical and Follow-Up Headway Adjustment Approach EB WB NB SB Lane Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass Critical Headway,s 5.0000 5.0000 5.0000 5.0000 Follow-Up Headway,s 2.6000 2.6000 2.6000 2.6000 Flow Computations, Capacity and v/c Ratios Approach EB WB NB SB Lane Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass Entry Flow(ve),pc/h 149 244 573 633 Entry Volume,veh/h 149 242 568 629 Circulating Flow(vc),pc/h 616 525 224 237 Exiting Flow(vex),pc/h 272 254 532 541 Capacity(cpce),pc/h 735 807 1100 1085 Capacity(c),veh/h 735 802 1090 1078 v/c Ratio(x) 0.20 0.30 0.52 0.58 Delay and Level of Service Approach EB WB NB SB Lane Left Right Bypass Left Right Bypass Left Right Bypass Left Right Bypass Lane Control Delay(d),s/veh 7.2 7.9 9.4 10.8 Lane LOS A A A B 95%Queue,veh 0.8 1.3 3.1 3.9 Approach Delay,s/veh I LOS 7.2 I A 7.9 A 9.4 A 10.8 B 1 Intersection Delay,s/veh I LOS 9.5 A Copyright©2024 University of Florida.All Rights Reserved. HCS Roundabouts Version 2023 Generated:9/6/2024 12:35:02 PM JCCR 142nd Roundabout 2044 Build PM Peak.xro Appendix D Layout and Cost Estimate l ��7y�Sf .- r+... " . "'F M' ' SIGNAL REVISION_ {'., .ram-• T J. • 7 � 44.. t }} „ Lam` ,..ti ioit • a 11 1 t a 7 ` "x.,, e\ a >.�� i, - 1 r Ip l.. �F fig, r�� �`�1-`, 2. 44 w „ . 0 0o zob • I I Al it* lik RRiiE`i r ... R • • • 'feet r; - 4. F S:- - k.-. - 1 C r+j r r • u R t ' � F \ 1 f .y �0� a .1 „w 1 u' ,I 1 • i , 11 a f - rZ'4,,‘. _ 1 ` '' ate: p • ir 4 - - • - -.— • flik -,r/iiistr.w._ * ` 1 ,.III *--__-_-1H:.0-7.i_....,,,,'.t, ,,...,•,..L.0:,,4:.,4-.'.. .-,.: {4 _I F ''•,t i „ x . wl ,}may. <!41 ■i J �,4. ..4 r • l.� t • may, 40 , @? +!. ' { ' "`. 0. s l -- Ata 3^ 406 +, ,b '••� .5:. ^.III .' • 4, - , i "JaVi 3' _ _,$� `.•-_ --4 { '� s a<. j _ _ �1 _ _ to sr.o . T + A1 � g T _ --, 17'1411 — - 17'1M11 :.*14740 • R<� 1.5 ♦'#. r,� Ji. vj, 1 I: . 17•fwILIL I I7",My - IY RIL IB'LaB • k,A �' k i e R4� :r :,;; y [ iR is e�L F EP I _ t —Ili •4111 � 6 -, n P A r sI _ „ 1 t } r, ✓ k { �,�: ,i .,V yf '1'M 4a `i f ,1.;: - yl p F F''�, �AF • fi I w L ' r, ice- 1 I II =';I a_ P H �T.. 1 IL � 1 . �� �' z d L. ,�L --if.._-- y ��� w to , .. F h � i' �M 1 � I , 4r I r 1 % I --= '_ -d� . 7 •` j + f *G' G r _ __ -yam 'L� 1. 1 - I .. -t- - . _ 1 fii. ` ! ,1L4 + 1 y y y9 /_ '<1 I .•Y /1 1 m< .�F i rid, . �A��A�A9 Yf',QII .1�. , ��. • • - •� - • a '! — -• .;''-:-', --, 4.-' --.:. * •1 . v •i u y • Y = `1 t �j R �"FI1�p , ? `i MINIM ail- ,. , , . _ _., 1 _ _ a, — �r, . 179768 140TH-147TH FIGUREx �� 1 441,,1na: 10..-';-- ,. f i -'t• :_x / ' •-.-p SEH 8/2 j 024 3 LANE SECTION No. 3 f 4 7 9 t 9 not •vr 140TH ST. WEST .ten - _ - '�\ - - SIGNAL REVISION - J 7�� .. . 4 W 41 — 04, 1 cc Of .•- 4 ' a,„ - i s w .. 4 - ` b • ' 110 0 i00 200 !`' -, • ' _ yr scale 5p feet ♦ 1 d 1 ' ' .. le \—J1I l41_ t —(-M141t1r 10 h IP:, 1 • IN - - * I•►_ ,- • Jlf. .Z. % 'ATr. 0 4 . 1 s. _ — - .-,lot► • .. Yipzee ,kr. {0, .4 ?-.. i . lIC �•� :�t�c•,fir i �� • it_ - STD •Al, or �-1 r-• �, W.i. we s'1,1LK= - r-- -- - .1...,... -----‘ %.0 0 % 10'SHLD ' 1 14' '. 12'NM 12'I1Mu 142ND ST. WEST • •_ — 142ND Si. WEST_1Y'TWO 10'SNLD 5'WALK. -• l {- •' `— 11 is ' . `, I -'IV t . t A vs I , r. t4-Ilitif ••44, . • ,'" : . -1-24 4 (:-.4 411F, Amismirr.7.. AIR 9 .4. ri,, . a 0.514114% Z ' i. 4 • _ irs _.•_ 1 fib- "j �iy , ,,, , A ,....- ; rr: A 40te..4-A ii 11 r-41 / 4i . .:. . . 4. ,,/ ..••,*,..05, ..i.. • ` • •., k ♦ ,, I _ ��r i0 tot �T I •• .6 Rii:-- # - v . . - l• - ;1 • , ,' a'. Y . 4.‘k . - 1 I I W- 01.4,1;1- . g ,_ , . ,.:„. _ •,, , :_, „ 10— _' Iti .* 10 AS, r Ill � _ i .,.. *el1� 1 . :r.•-'..4 r I A II II NI t; ,...1; if. . _ . li 41 41` ‘t • •• 41141111Ir I , # _ t / L ; ..t/ - ::. - I ilt r jilliletg: llig:' 011111161111 : r.•-: .� wtt / 179768 ; s U �� 140TH-147TH FIGURE ' Y DATE: 110' ICD No. 2 -, ,Ili SEH '' >~� 1,� yt. r -,.. ►5.,.• it ,• 4!_ 8/20/2024 ma mt 140TH ST. WEST '' ,111 ,__IMIIM_ __ Minglrias''."14.1111111.1111111r - _ ~• - . fiiSIGNAL REV-.. - ��� .. . 4 W - ---:, ,� ti II •N. II .•- a,� i 40/ 4 s w, . .. 4 - ` .. . .. 4 6.444 e ,L .� /� scale 50 feet /' .. III,{l t • -. y - kk ! ;•Ii.,. 40 * I•kw.- ,. elf, .= % .+ + * 1. i setNEi • r. 1 - so-- - our - - '1{_tr _ _� • • or zes , , ,kr. .11 isiiiix• . .. IP • ili: 14ifilril ' (*f ..4 Ilidi gyp . �` ��'�A . ' - ='` . '� iiiig,104v' - .. . /)1F ? :it. AV ___..... % (---.„ ),, 5.VALK= - - 711RU - .• l 12'Tx11U ' 1 1Y' ...' 12'TNgU 142ND ST. WEST • 142ND Si. HEST .12'TNRU _ 10'SxLD • • ` _ e5'WALK. -• 1 l {v i ,1 + '! '_ R 01 Allb 1 i 4-_l'1ia0i.r" ,, -N‘atIt r1"....ii-NI is • ' w �44 i ' I =' t ! ar . t: a, ' . .,..e. .4..2 le • ....,,, . . . , . . • i t _ , 's 'Ali :- i Illibt ;- • -.• ii., ' 4 . , ___,".1 i_. , . . _ ) 3 i ' .41/ar ad ...lin_4(°•• - 1- 1 1.. -j Ir d + ( A - ''4' —Pk-, ;his# -*et"- i 4 rr--_ A 4te.44-Ail,,I,. , _ -, , 6 4 ....t,.•...4 ,••T•-."-3•.' • ' -•-. f ' -AL ' ,N4:74 1 4•5 C.:. ' ; ijOir* ..'tip, -I' . . . - v*fm. 44, 1411-1 ,• • le. •' all ,. 111 ill1,----3.':1011.,,44.11 A I , .It Y -' ♦• . : • ✓�� •� •�,�!, lips,.... •r• ,ar . ; •-al if. ., ,.„....L ..., .., ,,„, _ ., ..i. ,... do.- — �. . it 1 .` •`: ._� �`-- I / • _IT two, I -? • 6.. ."11.2 - 4 : 010116111L. 1141#:'s...'ae‘"""ir-- _ * 0 I .• .• ...Ai,.., • - •. 4 •• . 0 , _ , ,... il . , . t pp- . .\ .t 1 . L. 1•, - _.. ! ih - 1 AJ I.Y• ,r- 44 ; --fin- 1 iiiilibiti r•— i -. .� wtt / 179768 ; s U � 140TH-147TH FIGURE _ Y DATE: 130' ICD No. 1 • -. . ' SEH .. .1 -sit 1"# .4. r c �b�;;;;Id ._I 4!_ 8/20/2024 Building a Better \Alorld for All of Us® Sustainable buildings,sound infrastructure,safe transportation systems,clean water, renewable energy,and a balanced environment. Building a Better World for All of Us communicates a company-wide commitment to act in the best interests of our clients and the world around us. We're confident in our ability to balance these requirements. JOIN OUR SOCIAL COMMUNITIES 0000 Appendix B Engineering Estimate of Probable Cost Johnny Cake Ridge Road Roadway Improvements APPLE VALLEY,MN SEH NO.APPLE 179768 STATEMENT OF ESTIMATED QUANTITIES NOTES ITEM ITEM DESCRIPTION UNIT OF ESTIMATED UNIT PRICE COST NO. MEASUREMENT QUANTITY Johnny Cake Ridge Road ROADWAY 1 MOBILIZATION LUMP SUM 1 $108,000.00 $108,000.00 2 REMOVE MANHOLE EACH 3 $800.00 $2,400.00 3 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) LIN FT 289 $3.00 $867.00 4 REMOVE CURB AND GUTTER LIN FT 2154 $4.00 $8,616.00 5 REMOVE SEWER PIPE(STORM) LIN FT 90 $22.00 $1,980.00 6 REMOVE BITUMINOUS PAVEMENT SQ YD 20128 $4.00 $80,512.00 7 EXCAVATION-COMMON(CV)(P) CU YD 6209 $22.00 $136,598.00 8 EXCAVATION-SUBGRADE(CV) CU YD 6209 $20.00 $124,180.00 10 SELECT GRANULAR BORROW(CV)(P) CU YD 6209 $25.00 $155,225.00 11 SUBGRADE PREPARATION ROAD STA 26.1 $400.00 $10,440.00 12 STREET SWEEPER(WITH PICKUP BROOM) HOUR 25 $150.00 $3,750.00 13 AGGREGATE BASE(CV)CLASS 5(P) CU YD 6209 $40.00 $248,360.00 14 AGGREGATE BASE(CV)CLASS 5(P)(TRAIL) CU YD 790 $40.00 $31,600.00 15 BITUMINOUS MATERIAL FOR TACK COAT GAL 1782 $2.00 $3,564.00 16 TYPE SP 12.5 WEARING COURSE MIXTURE(3,F) TON 4024 $90.00 $362,160.00 17 TYPE SP 12.5 NON WEARING COURSE MIXTURE(3,F) TON 2012 $90.00 $181,080.00 18 TYPE SP 9.5 WEARING COURSE MIX(3,B)(TRAIL) TON 803 $80.00 $64,240.00 19 CONCRETE CURB&GUTTER DESIGN B618 LIN FT 2154 $15.00 $32,310.00 20 TRUNCATED DOMES SQ FT 394 $55.00 $21,670.00 21 LIGHTING EACH 10 $10,000.00 $100,000.00 22 TRAFFIC SIGNALS LIN FT 1 $82,000.00 $82,000.00 23 TRAFFIC CONTROL LUMP SUM 1 $65,000.00 $65,000.00 24 INSTALL SIGN&PANEL EACH 10 $350.00 $3,500.00 25 STABILIZED CONSTRUCTION EXIT LUMP SUM 2 $1,000.00 $2,000.00 26 STORM DRAIN INLET PROTECTION EACH 10 $200.00 $2,000.00 27 SILT FENCE,TYPE MS LIN FT 5310 $2.00 $10,620.00 28 TEMPORARY TURF RESTORATION ACRE 0.5 $3,000.00 $1,500.00 29 TURF RESTORATION(SEEDING,FERTILIZER,MULCH) ACRE 0.5 $6,000.00 $3,000.00 30 4"SOLID LINE MULTI-COMPONENT YELLOW LIN FT 2800 $0.60 $1,680.00 31 4"SOLID LINE MULTI-COMPONENT WHITE LIN FT 10520 $0.60 $6,312.00 32 4"BROKEN LINE MULTI-COMPONENT LIN FT 560 $0.60 $336.00 33 PAVEMENT MARKING MULTI-COMPONENT SQ FT 768 $9.00 $6,912.00 STORM SEWER 34 6"PVC PIPE DRAIN LF 445 $25.00 $11,125.00 35 12"RC PIPE SEWER CLASS V LF 533 $60.00 $31,980.00 36 15"RC PIPE SEWER CLASS V LF 269 $75.00 $20,175.00 37 18"RC PIPE SEWER CLASS V LF 382 $80.00 $30,560.00 38 21"RC PIPE SEWER CLASS III LF 298 $100.00 $29,800.00 39 24"RC PIPE SEWER CLASS III LF 30 $120.00 $3,600.00 40 33"RC PIPE SEWER CLASS III LF 647 $140.00 $90,580.00 41 36"RC PIPE SEWER CLASS III LF 512 $150.00 $76,800.00 42 24"RC PIPE CULVERT CLASS III LF 24 $140.00 $3,360.00 43 12"RC PIPE APRON EACH 1 $1,500.00 $1,500.00 44 18"RC PIPE APRON EACH 1 $1,500.00 $1,500.00 45 36"RC PIPE APRON EACH 1 $2,500.00 $2,500.00 46 CONNECT TO EXISTING STORM SEWER EACH 4 $1,000.00 $4,000.00 47 CONNECT TO EXISTING DRAINAGE STRUCTURE EACH 3 $1,500.00 $4,500.00 48 CONSTRUCT DRAINAGE CONTROL STRUCTURE SPECIAL EACH 1 $10,000.00 $10,000.00 49 CASTING ASSEMBLY EACH 24 $1,200.00 $28,800.00 50 ADJUST FRAME AND RING CASTING EACH 6 $1,000.00 $6,000.00 51 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 EACH 17 $3,000.00 $51,000.00 52 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60-4020 EACH 6 $4,000.00 $24,000.00 53 CONSTRUCT DRAINAGE STRUCTURE DESIGN 84-4020 EACH 1 $6,000.00 $6,000.00 54 COMMON EXCAVATION CY 312 $35.00 $10,920.00 55 PLASTIC LINER SY 840 $15.00 $12,600.00 56 FILTER TOPSOIL BORROW CY 63 $35.00 $2,205.00 57 SEEDING LBS 5 $50.00 $250.00 58 RANDOM RIPRAP CLASS III CY 16 $150.00 $2,400.00 ESTIMATED CONSTRUCTION COST $2,328,567.00 15%CONTINGENCY/RISK $349,285.05 25%ENGINEERING $582,141.75 TOTAL $3,260,000.00 Building •a Better .'. orld for All of UsF Sustainable bu�ld�u,�s. sound �ir� - , . renewable enersy. and a balan r . E ,1I : r onuuunicates a company .v.ide Mid the v.orlb around us. \Ve re confident in our ability to balance these requnci JOIN OUR SOCIAL COMMUNITIES 0 © ® 0 O • ITEM: 4.M. ••••• • ••• COUNCIL MEETING DATE: October 24, 2024 Apple Valley SECTION: Consent Agenda Description: Adopt Resolution Directing Preparation of Plans and Specifications for Project 2025-106, 2025 Sanitary Sewer(CI PP) Improvements Staff Contact: Department/ Division: Brandon Anderson, City Engineer Engineering Division ACTION REQUESTED: Adopt resolution directing preparation of plans and specifications for Project 2025-106, 2025 Sanitary Sewer (CIPP) Improvements. SUMMARY: The City of Apple Valley 2024-2028 Capital Improvement Program identifies potential utility improvement work consisting of approx. 3,630 LF of Cured-In-Place Pipe (CIPP) rehabilitation of existing sanitary sewer in the following neighborhoods due to excess maintenance, root intrusion and age and condition of utilities: • Greenleaf 6th& 7th Addition A map of the proposed project areas is attached (Figure: 1). This project is tentatively scheduled for utility construction in 2025. City staff recommends that the design process begin this winter. The project development tasks for the proposed improvements would involve the following scope of work. • Televise existing sanitary sewer and services within the project area. • Prepare plans, specifications, and a project cost estimate. • Evaluate the needs for additional easements if necessary. • Review project plans and cost estimate with the City Council prior to bid process. BACKGROUND: N/A BUDGET IMPACT: Project costs and funding included in the preliminary 2025 operating budget are summarized as follows: Estimated Project Costs: Construction Cost $ 480,000 Construction Contingency 48,000 Engineering Design, Contract Admin 72,000 Total Estimated Cost $ 600,000 Estimated Project Funding Sanitary Sewer Utility $ 600,000 Total Estimated Funding $ 600,000 ATTACHMENTS: Map Resolution NI 4 milfilMIII*. At: 11 P 114***401- ;,' im. 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Rd 46) 0 1500 soon 1 SCALE FEET 1O 2025 SANITARY SEWER (CIPP) IMPROVEMENTS m i» 000• 2025-106 Figure 1 ARAe City of Apple Valley ValI CITY OF APPLE VALLEY RESOLUTION NO. 2024- A RESOLUTION DIRECTING PREPARATION OF PLANS AND SPECIFICATIONS FOR PROJECT 2025-106, 2025 SANITARY SEWER(CIPP) IMPROVEMENTS WHEREAS, the City's Capital Improvements Program identifies utilities for proposed infrastructure improvements in 2025; and WHEREAS, the City Council has reviewed the scope of proposed improvements associated with the 2025-106, 2025 Sanitary Sewer(CIPP) Improvements; and WHEREAS, the City Council considers it to be in the best interest of the City to begin the process of information gathering and have plans and specifications prepared for said improvements scheduled for construction in the year 2025. NOW,THEREFORE,BE IT RESOLVED by the City Council of the City of Apple Valley, Dakota County, Minnesota that: 1. Improvement Project 2025-106, 2025 Sanitary Sewer(CIPP) Improvements is hereby established. 2. Staff is directed to conduct preliminary field work and prepare plans and specifications. ADOPTED this 24th day of October, 2024. Clint Hooppaw, Mayor ATTEST: Christina M. Scipioni, City Clerk • ITEM: 4.N. ••••• • ••• COUNCIL MEETING DATE: October 24, 2024 Apple Valley SECTION: Consent Agenda Description: Approve Purchase with Versatile Vehicles, Inc., for 60 Battery-Powered Golf Carts Staff Contact: Department/ Division: Jim Zinck, Golf Course Manager Parks and Recreation Department ACTION REQUESTED: Approve the purchase of 60 Battery-Powered Golf Carts from Versatile Vehicles, Inc., in the amount of$401,500.00. SUMMARY: The current four-year lease of Valleywood's fleet of golf carts (55 carts in total) will be ending in November. The existing lease includes a $55,000 buyout option. Staff researched many options and received three quotes for new leases from three different vendors. One of the vendors, Versatile Vehicles, Inc., also offered the option to purchase new golf carts outright using the Sourcewell Co-operative purchasing agreement. Staff is recommending the purchase of carts over the leasing option, as it will save approximately $80,000 in added financing costs and will provide us with flexibility over the future retirement of the fleet. Staff recommends purchasing the golf carts through Versatile Vehicles, Inc. Their quote is attached for reference. The costs break down in the following way: List Price $534,000.00 Total Rebates ($39,000.00) Trade In for Current Carts ($148,500.00) Balloon Payment on Current Lease $55,000.00 Total $401,500.00 BACKGROUND: Valleywood currently leases a fleet of 55 battery-powered golf carts. In the past few years, golf cart usage has increased which required the City to lease an additional six golf carts this season on a month-to-month basis from June through September to meet customer demand. Staff does not anticipate the cart demand to decrease, and requests to increase the Valleywood fleet to 60 carts. Purchasing the new fleet from Versatile Vehicles, Inc., will avoid incurring approximately $80,000 in financing costs over the course of the five-year lease. Included as part of this transaction, Versatile Vehicles, Inc. will pay the $55,000 buyout option on the existing lease with Huntington Financial. BUDGET IMPACT: Funding for this expenditure comes from Valleywood's Operating and VERF budget. ATTACHMENTS: Quotation f 1� E G } A Textron Company -Vehicle Proposal- Date: September 20, 2024 Prepared By: Gaby Accad, Owner Prepared For: Valleywood Golf Course Jim Wall, Sales Manager 4851 West 125th Street Apple Valley, MN 55124 Versatile Vehicles, Inc. 17136 Adelmann Street SE Contact: Jim Zinck Prior Lake, MN 55372 Title: PGA General Manager 800-678-1123 Toll Free Phone: 952-953-2324 952-894-9670 Fax FAX: 952-953-2319 www.versatilevehicles.com Cell: "Your Exclusive E-Z-GO Distributor" eMail: jzinck@ci.apple-valley.mn.us Qty OMNIA/SOURCE WELL PRICING New Vehicle Information: 60 2025 E-Z-GO RXV Golf Car(Lithium Ion) AC Drive with Automatic Brakes Standard Accessories: Reverse Warning Indicator/Console With Tee, Ball, and 4 Cup Drink Holder/ Center Basket/Bagwell Liner/Front and Rear Energy Transfer Bumpers Choice of Body Colors: X SILVER Choice of Sun Top Colors: X BLACK Choice of Seat Colors: X GRAY Optional Accessories: X Sun Top--Black X Split Windshield X Message Holder X Number Decals X Wheel Covers --Silver X USB Ports Trade In 55 2021 RXV E @$2,700 $ 148,500.00 Vehicle Information: Balloon owed to Huntington, to be paid by Versatile $ (55,000.00) Net Equity after paying the balloon $ 93,500.00 -Page 1 of2- Versatile Vehicles, Inc. nED 17136 Adelmann Street SE Prior Lake, MN 55372 7 800-678-1123 www.versatilevehicles.com A Textron Company "Your Exclusive E-Z-GO Distributor" Leasing Option: Omnia/Sourcewell Pricing LITHIUM CAR Five-Municipal Lease after applying trade equity with a $2,500/car buy out at the end of the term A$150,000 ballon payment will be due in November of 2029 Price/Car/ Month $ 189.00 Price/ Fleet/Season $ 11,340.00 Omnia/Sourcewell Pricing Purchase Option: Straight Purchase on (60) RXV Elite Litium @$8,900 $ 534,000.00 Less Rebate $400/car for customer loyalty $ (24,000.00) Additional Rebate if Purchased by November 2024 $250/car $ (15,000.00) Less Equityfrom trade of(55) 2021 RXV @$1,700 $ (93,500.00) Net Total due (401,500 : 60 = $6,691.66/car) $ 401,500.00 Warranty: - 4-Year Limited Factory Warranty 5-Year Warranty on the Lithium Battery Pack Special Considerations: - Six payments per year May to October City of Apple Valley could lease a new fleet in 2025, by using their Omnia or Sourcewell state contract . - New cars will be set up and delivered at no charge The above pricing is based on a November 2024 delivery and no payment until May of 2025 PRICES QUOTED ARE EFFECTIVE AT THE TIME OF THE PROPOSAL. PRICES GUARANTEED SUBJECT TO ACCEPTANCE WITHIN 30 DAYS AND PENDING CREDIT APPROVAL PRICES UNLESS INDICATED, DO NOT INCLUDE ANY FEDERAL, STATE, OR LOCAL TAXES. AT THE TIME VERSATILE VEHICLES RECEIVES THE TRADE-INS, THE CARS MUST BE IN FLEET RUNNING CONDITION, INCLUDE ALL ACCESSORIES AND BE FREE OF ANY LIENS OR ENCUMBRANCES. CARS NOT IN THE ABOVE DESCRIBED CONDITION, SINCE THE EVALUATION WILL BE ADJUSTED IN VALUE. YEAR OF GOLF CARS WILL DETERMINE THE TRADE-IN VALUE Proposed By: Accepted By: Gaby Accad Jim Zinck Title: President/Owner Title: PGA General Manager Versatile Vehicles, Inc. Valleywood Golf Course Date: September 20, 2024 Date: -Page 2 of 2- • ITEM: 4.0. ••••• • ••• COUNCIL MEETING DATE: October 24, 2024 Apple Valley SECTION: Consent Agenda Description: Approve Amendment to Joint Powers Agreement with Scott County and Other Entities for Fleet Asset Management System Staff Contact: Department/ Division: Jeff Reiten, Fleet/ Building Maintenance Supervisor Public Works Department ACTION REQUESTED: Approve Amendment to the Joint Powers Agreement with Scott County and five other governmental entities for the fleet asset management system. SUMMARY: The Council is requested to approve the attached amendment to a Joint Powers Agreement (JPA) with Scott County and five other governmental entities (Carver County, cities of Burnsville, Eagan, Shakopee and White Bear Lake) for fleet asset management system services. The amendment reflects a change to the City of Shakopee's current asset limitation and move to full software functionality. This amendment does not affect cost or terms of service for the City of Apple Valley. The City Attorney has reviewed the attached JPA. BACKGROUND: On April 28, 2022, the City Council approved a Joint Powers Agreement with Scott County and five other governmental entities for a fleet asset management system. BUDGET IMPACT: N/A ATTACHMENTS: Agreement JOINT POWERS AGREEMENT ESTABLISHING ASSET MANAGEMENT SOFTWARE COLLABORATION THIS AGREEMENT is entered into by and between the undersigned counties, cities, towns, (hereinafter the "Parties"), all being political subdivisions of the State of Minnesota, by and through their respective governing bodies. RECITALS: 1 . Through the Scott County Association for Leadership and Efficiency's (SCALE) collaborative efforts, Scott County continually seeks opportunities to work with local government entities for efficient, effective services. 2. In January of 2015, a group of political subdivisions entered into an agreement to share software for Fleet Maintenance ("2015 JPA"). 3. The Parties to this Agreement are units of government responsible for providing asset management. 4. The Parties provide individual business units and their employees with multiple assets. 5. The Parties wish to cooperatively work together to provide asset management that meets the highest possible safety standards in the most cost effective, efficient, reliable, and environmentally friendly manner through the partnering of existing resources. 6. It is understood that all Parties are governed by their respective boards or councils and will follow their individual processes for budgetary items, capital purchases, and levy appropriations. 7. Under the 2015 JPA, Scott County held a contract with AssetWorks for the provision of its Fleet Focus software, which was accessible for use by all the Parties to the JPA. 8. The software system for asset management has the ability to provide multiple tenancies to allow other government entities, (i.e., other counties and cities) to collaborate with this effort should be it be determined to be of value in the future. 9. The Parties to the 2015 JPA were billed for annual hosting and maintenance and added licenses based on the number of active equipment licenses for each Party. 10. The 2015 JPA was changed numerous times, Parties had been added and deleted, and there were multiple amendments. 11 . A new agreement ("2022 JPA") was needed to efficiently capture all the changes, set out the Parties' duties and obligations, and memorialize the upgrade to the AssetWorks EAM software. 12. The 2022 agreement superseded the 2015 JPA, as amended. 1 13. AssetWorks EAM includes hosting, support, upgrades, and unlimited equipment licenses in one combined annual fee. 14. AssetWorks EAM adds additional functionality including Facilities, GIS, Capital Planning, and Mobile Application. 15. In 2022, when the Parties upgraded to the AssetWorks EAM software, the Cities of Shakopee and Apple Valley requested to keep their costs to a minimum. 16. In the 2022 JPA, the Cities of Shakopee and Apple Valley were limited to 500 active assets. 17. In 2024, the City of Shakopee has elected to participate fully in the EAM software without the 500 asset limitation. 18. In the new agreement, the City of Apple Valley will remain limited to 500 active assets with no additional functionality other than Fleet Asset Management. 19. With the recent request from the City of Shakopee to participate in the full EAM software functionality, the 2022 JPA needs to be updated to capture this change. 20. This new 2024 JPA will supersede the 2022 JPA. 21 . This Agreement is made pursuant to authority conferred upon the Parties by Minn. Stat. §471 .59. NOW THEREFORE, in consideration of the mutual agreements hereinafter set forth, the Parties agree as follows: 1 . INCORPORATION The above recitals are hereby incorporated in this Agreement as if restated herein. 2. PURPOSE This Agreement has been executed by the Parties for the purpose of cooperatively and jointly providing an organized effort to provide asset management that meets the highest possible safety standards in the most cost effective, efficient, reliable, and environmentally friendly manner through the partnering of existing resources through the joint use of a fleet management software system. 3. TERM This Agreement shall be effective upon the approval of all Parties' governing bodies and full execution of this Agreement by all Parties. It shall remain in effect unless and until it is terminated pursuant to Section 15. Termination of this Agreement. 2 4. ORGANIZATIONAL STRUCTURE a. Software Purchase 1) Scott County will purchase and own the software and will compensate the software provider ("Provider") under a separate agreement. 2) Scott County will be the primary contact with the Provider. 3) Scott County will act as the fiscal agent for the Parties, submitting payments to the Provider for program administration and services. 4) Each Party will have its own site within the Scott County system. b. It is understood that each Party is governed by its respective Board or Council and will continue to follow the Party's individual processes and the Party's use of the software system. c. A Contract Administrator group shall be formed and comprised of a representative from each of the participating Parties. The Parties shall work together on changes regarding system wide parameters of the software. d. Each Party will have a designated System Administrator that will be the first point of contact for troubleshooting system issues and or system maintenance. 5. MEMBERS a. New and Additional Parties. New and additional Parties may be added under this agreement. New members may join at the beginning of the year and shall be acknowledged by a letter from Scott County, contingent upon the approval of the new member's governing Council or Board. New members agree to abide by the terms and conditions of this Agreement and will have the same duties and obligations under this Agreement as if they were an original Party. Upon admission of a new Party, Exhibit A may be amended to reflect the additional recurring contributions from the new Party in accordance with Section 6(b). Exhibit A can be updated without the need for an amendment to the JPA, upon consultation with the Contract Administrators. b. Additional Costs. Any interfaces or extra services needed will be the sole cost of the Party requesting the service. c. Membership Eligibility. Local government entities/agencies in the State of Minnesota are eligible for membership under the Agreement, provided however, that the State of Minnesota, Minneapolis, Saint Paul, Hennepin County, Ramsey County, and any entity with a population over 300,000 people, are specifically excluded from membership eligibility under this Agreement. d. Should Apple Valley wish, in the future, to participate fully in the EAM software without the 500 asset limitation, their annual cost shall increase and Exhibit A may be amended and modified proportionately to reflect the change. Exhibit A can be updated without the need for an amendment to the JPA. 3 6. FEES AND PAYMENTS a. The Parties to this Agreement are collectively responsible for the costs of AssetWorks EAM asset software for which they have access. b. Each Party shall pay the fees set forth in Exhibit A to Scott County. These fees will be based on the number of Parties to this Agreement and the estimated cost of the annual service. Exhibit A may be modified from time to time to reflect vendor pricing changes and changes in pricing due to the addition or deletion of Parties, after consultation with the Contract Administrators and such modifications shall not require an amendment of this Agreement. c. Upon the termination of a Party, the annual cost will be recalculated among remaining Parties. d. Scott County will bill all Parties each January for annual costs. New members will be billed in entirety on their startup date. e. Any Party that has individual costs, as set out in Section 7 herein, shall be billed directly by Provider and shall be fully responsible for all such costs independent of this Agreement. f. Scott County agrees to follow standard accounting practices and procedures in all transactions. Strict accountability of all funds and report of all receipts and disbursements shall be provided for. g. Unless provided otherwise herein, the Parties agree to pay all amounts due under this Agreement within thirty (30) days upon receipt of an invoice from Scott County. 7. EXCLUDED MODULES / ENHANCEMENTS /ADDITIONAL SERVICES a. The Parties agree that AssetWorks Fuel Focus and Telematics solutions, trainings or interfaces with other software will not be provided to the Parties under this Agreement. Any Party wishing to access this functionality or services will be required to negotiate with, and execute an individual order form, directly with the Provider. b. Any Party that has additional costs, including individual, site-specific costs, such as but not limited to, software integration, independent functionality or interfaces, desired or needed to implement and utilize the services, shall be fully responsible for all such costs independent of this Agreement as set out in Section 6. 8. CONTRACTS Scott County will be the responsible Party for entering into contracts on behalf of the collaboration as deemed appropriate/necessary by the Parties to achieve the purposes/goals of this Agreement. 4 9. CONTRACT ADMINISTRATORS a. Each Party is responsible for providing a Contract Administrator that is committed to this effort. Parties shall provide the contact information for this Contract Administrator to Scott County. A listing of the name and address of each Contract Administrator shall be maintained by Scott County. b. Role: Contract Administrators shall review the budget, cost of software, and membership annually. They will also review the global settings within the software. In addition, the Contract Administrators will make decisions regarding changes to the software from updates that may affect the global setup or settings. c. A Party may provide notice to the other Parties of any change of name or contact information of their designated representative in this Section, which shall become effective upon receipt of said notice by Scott County. 10. INFORMATION TECHNOLOGY a. Each Party is responsible for providing an Information Technology (IT) member that is committed to this effort as needed or assigned. Parties shall provide the contact information for this IT staff member to Scott County. A listing of the name and address of each IT staff member shall be maintained by Scott County. b. Role: IT staff members shall manage integrations to Active Directory and any other interfaces that the agency may have, as well as, helping to implement and support the software. c. Information Technology needs will be managed through a joint effort of the Parties. Each Party is responsible to maintain and service its own equipment and the Parties will collectively maintain and service shared equipment, if any. d. A Party may provide notice to the other Parties of any change of name or contact information of their designated representative in this Section, which shall become effective upon receipt of said notice by Scott County. 11 . SYSTEM/SITE ADMINISTRATOR a. Each Party is responsible for providing a staff member that is committed to this effort as needed or assigned. Parties shall provide the contact information for this staff member to Scott County. A listing of the name and address of each System/Site Administrator shall be maintained by Scott County. b. Role: System/Site Administrators shall be the system expert, keep data clean, monitor users and activity, and help define "rules/characteristics" for their agency. c. A Party may provide notice to the other Parties of any change of name or contact information of their designated representative in this Section, which shall become effective upon receipt of said notice by Scott County. 5 12. INDEMNIFICATION AND INSURANCE Each Party agrees that it will be responsible for the acts or omissions of its officials, agents, and employees, and the results thereof, in carrying out the terms of this Agreement, to the extent authorized by law and shall not be responsible for the acts/omissions of the other Party and the results thereof. For purposes of determining total liability for damages, the participating governmental units are considered to be a single governmental unit, the total liability of which shall not exceed the limits for a single governmental unit as provided in Minn. Stat. §466.04, subd. 1 . Each Party agrees to defend, hold harmless, and indemnify the other Parties, their officials, agents, and employees, from any liability, loss, or damages the other Party may suffer or incur as a result of demands, claims, judgments, or cost arising out of or caused by the indemnifying Party's negligence in the performance of its respective obligations under this Agreement. This provision shall not be construed nor operate as a waiver of any applicable limitation of liability, defenses, immunities, or exceptions by statute or common law. To the full extent permitted by law, actions by the Parties pursuant to this Agreement are intended to be and shall be construed as a "cooperative activity" and it is the intent of the Parties that they shall be deemed a "single governmental unit" for the purposes of liability, all as set forth in Minn. Stat. §471.59, subd. la; provided further that for purposes of that statute, each Party to this Agreement expressly declines responsibility for the acts or omissions of the other Party. The Parties to this Agreement are not liable for the acts or omissions of the other Parties except to the extent to which they have agreed in writing to be responsible for acts or omissions of the other Parties. Since each party is a political subdivision of the State of Minnesota, each party shall maintain a program of self-insurance or insurance covering general liability and automobile liability coverage protecting itself, its officers, agents, employees and duly authorized volunteers against any usual and customary public liability claims to the limits prescribed under Minn. Stat. Sec. 466.04 and Workers' Compensation in accordance with the Minnesota statutory requirements. Said coverage shall be kept in effect during the entire term of this Agreement. 13. DATA PRIVACY All data collected, created, received, maintained, or disseminated for any purposes by the activities of the Parties because of this Agreement is governed by the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13, as amended, the Minnesota Rules implementing such Act now in force or as adopted, as well as Federal Regulations on data privacy. The Parties will cooperate in signing any necessary Agreements related to this provision (e.g., Trading Partners Agreements). Each Party shall be responsible for releases for data made by its own representatives, employees, contractors, or other agents. 6 14. RECORDS AVAILABLITY AND RETENTION Pursuant to Minnesota Statute 16C.05, subd. 5, the Parties agree that the Parties or the State Auditor, or any of their duly authorized representatives at any time during normal business hours and as often as they may reasonably deem necessary, shall have access to and the right to examine, audit, excerpt, and transcribe any books, documents, papers, records, etc., which are pertinent to the accounting practices and procedures and involve transactions relating to this Agreement. The Parties agree to maintain these records for a period of six (6) years from the date of termination of this Agreement. 15. TERMINATION a. Any Party to this Agreement may cancel their participation with or without cause upon a twelve (12) month written notice to Scott County. b. Scott County shall work with the agency to complete a data dump of their asset information upon termination. Data will not be maintained more than two (2) months after a Party terminates participation. c. Upon any individual Party's termination, the remaining Parties agree to work together to continue the operations in the most effective and efficient manner. Exhibit A may be amended and modified to reflect the change. Exhibit A can be updated without the need for an amendment to the JPA, upon consultation with the Contract Administrators. d. Upon cancellation of this Agreement by all Parties, any property brought into the partnership or acquired later solely in one Party's name shall remain the property of that Party. Any funds or property obtained by the Parties during the term of this Agreement that is not clearly identifiable as the property of one of the Parties shall be valued and divided in proportion to the annual percentage in effect at the time of the termination. 16. DISPUTE RESOLUTION The Parties agree that, to the extent possible, decision making will be handled by the Contract Administrators created under this Agreement with a decision-making process. Any disputes between the Parties that cannot be resolved by the Contract Administrators will be taken to the Parties' governing bodies for resolution. 17. NOTICES For purposes of delivery of any notices to the Parties hereunder, the notice shall be effective if delivered in writing to the Contract Administrators of each Party. A listing of the name and address of each Contract Administrator shall be maintained by Scott County. 18. AMENDMENTS This Agreement may be amended only by agreement of the current Parties of this Agreement at the time of the proposed amendment as evidenced by resolutions adopted by their respective governing bodies, unless the fiscal impact to each agency is less than ten thousand dollars and no cents ($10,000.00) in which case, changes can be approved and signed for by each Party's Contract Administrator or his/her designee. This Agreement will be reviewed by the Contract Administrators every three (3) years at a minimum, who will suggest if any revisions will be necessary. 19. NONDISCRIMINATION During the performance of this Agreement, the Parties agree to the following: No person shall, on the grounds of race, color, religion, age, sex, disability, marital status, public assistance status, criminal record, creed or national origin be excluded from full employment rights in, participation in, be denied the benefits of or be otherwise subjected to discrimination under any and all applicable Federal and State laws. 20. COUNTERPARTS This Agreement may be executed by each Party in one or more counterparts with the same effect as if the Parties had all signed the same document. All counterpart signatures shall be construed together and shall constitute one agreement. [Remainder left blank] 8 EXHIBIT A Explanation of Annual Payments AssetWorks EAM contract (2-10-2022 through 2-10-2027) $63,900.00 Parties shall split the cost of the AssetWorks Enterprise Asset Management (EAM) yearly contract cost, based on their usage of the software during the term of the AssetWork's EAM contract. Any extension to the AssetWorks Agreement shall be subject to the AssetWorks then current pricing. Any fiscal changes to the JPA will be made per Clauses 6 and 18 of the JPA. Organization Name Annual Fee _Apple Valley $ 6,950.00 Burnsville $ 9,491.00 Eagan $ 9,491.00 Shakopee $ 9,491.00 White Bear Lake $ 9,491.00 Carver County _ $ 9,491.00 Scott County $ 9,495.00 Total $63,900.00 New or Additional Joining Members New and additional Parties may be added under this Agreement. New members may join at the beginning of the year and shall be acknowledged via letter from Scott County contingent upon approval by their governing Council or Board. New members agree to abide by the terms and conditions of this Agreement and will have the same duties and obligations under this Agreement as if they were an original Party. Per the Provider's contract, new members will be billed a minimum, as follows: • Population under 30,000 $12,000.00 per year • Population between 30,000 and 300,000 $18,000.00 per year 9 IN WITNESS WHEREOF, the Parties have caused this Agreement to be duly executed intending to be bound thereby. SCOTT COUNTY By Lezlie Vermillion Scott County Administrator Date Approved as to form: By Jeanne Andersen Assistant Scott County Attorney Date 10 IN WITNESS WHEREOF, the Parties have caused this Agreement to be duly executed intending to be bound thereby. CARVER COUNTY By Gayle Degler County Board Chair Date Attest: By Dave Hemze County Administrator Date 11 IN WITNESS WHEREOF, the Parties have caused this Agreement to be duly executed intending to be bound thereby. CITY OF APPLE VALLEY By Clint Hooppaw Mayor Date Attest: By Christina M. Scipioni City Clerk Date 12 IN WITNESS WHEREOF, the Parties have caused this Agreement to be duly executed intending to be bound thereby. CITY OF BURNSVILLE By Elizabeth B. Kautz Mayor Date Attest: By Gregg Lindberg City Manager Date 13 IN WITNESS WHEREOF, the Parties have caused this Agreement to be duly executed intending to be bound thereby. CITY OF EAGAN By Mike Maguire Mayor Date Attest: By Elizabeth VanHoose City Clerk Date 14 IN WITNESS WHEREOF, the Parties have caused this Agreement to be duly executed intending to be bound thereby. CITY OF SHAKOPEE By Chelsea Petersen Assistant City Administrator Date Attest: By Bill Egan Public Works Director Date 15 IN WITNESS WHEREOF, the Parties have caused this Agreement to be duly executed intending to be bound thereby. CITY OF WHITE BEAR LAKE By Dan Sullivan Mechanic Date Attest: By NAME TITLE Date 16 • ITEM: 4.P. ••••• • ••• COUNCIL MEETING DATE: October 24, 2024 Apple Valley SECTION: Consent Agenda Description: Approve Change Order No. 5 for Project 2021-172, Police Garage Staff Contact: Department/ Division: Charles Grawe,Assistant City Administrator Administration/ Information Technologies ACTION REQUESTED: Approve Change Order No. 5 for Project 2021-172, Police Garage to various contractors in various amounts, and authorize the Mayor and City Clerk to sign contract documents. SUMMARY: Project 2021-172, Police Garage, is using construction management services. As a result, the bid specification created 37 separate bid/quote categories and 37 separate contracts. In addition, the City has a construction management contract with RJM. Attached is a proposal for Change Order No. 5 to the project contracts. The change order covers four issues summarized below. These issues result in changes to six of the contracts. The resulting changes to each contract are line itemized on the attached summary sheet. The total budget impact for the entire change is an addition of $13,496.65. The changes to the individual contract sums prior to the approval of the change and after the approval of the change order are detailed on the attached summary sheet. The project is under budget. Due to timing and scheduling, staff may grant prior approval of some of these items to keep the project moving on schedule. If prior staff approval is given, an explanation will be noted with the issue description. BACKGROUND: Item 1: Soil Corrections for West Parking Lot and Driveway. Areas beneath the proposed parking lot and driveway had poor soils that were not compactable. This change removed the poor material and added material that could support the weight of the pavement and vehicles. Item 2: Remove Two Electrical Breaker Panels Not Reflected in Bid Pack 2. There was an original bid pack for electrical and a subsequent bid pack for electrical with modifications. This is a deduction for panels that were not required for the bid pack modifications and remaining from the original bid pack. Item 3: Fees for Bonds Required for Landscaping and Irrigation Under One Contractor. These two sections were quoted separately, and both are individually under the amount where bonds would be required. But, the same contractor was the low quote for both and the combined amount for the two contracts triggered the bond requirement. Since bond costs were not reflected in the individual quotes, this add is for the required bond costs. Item 4: Updated Foundation Insulation With Vapor Mitigation System. A vapor mitigation was added late in the project due to soil contaminants. This reflects revisions to the foundation insulation with the mitigation system in place. BUDGET IMPACT: The total budget impact for the entire change is an addition of$13,496.65. See the attached summary for the list of cost changes by issue and by contract. ATTACHMENTS: Change Order Document(s) Project 2021-172, Police Garage (Police Operations Building) Change Order Budget Impact Summary Sheet Change Order Number: 5 Council Meeting Date: 24-Oct-24 Costs by Construction Issue Prior Staff Item(s) Change Amount Summary Approval? 1 Addition $ 29,659.51 Soil corrections for west parking lot and driveway no 2 Deduction $ (16,511.01) Remove two electrical breaker panels not reflected in Bid Pack 2 no 3 Addition $ 2,644.76 Fees for bonds required for landscaping and irrigation under one no 4 Deduction $ (2,296.61) Updated foundation insulation with vapor mitigation system no Total Cost Changes $ 13,496.65 Costs by Contract Contract Change Information Costs by Contract Contractor Previous Amount Change New Amount CO# 3D/4B Cast-In-Place Concrete and Northland Concrete& Masonry Compam $ 452,112.00 $ (2,224.00) $ 449,888.00 2 Masonry 26B Electrical Switchgear Fraser-Morris Electric Co. $ 68,837.00 $ (15,989.00) $ 52,848.00 2 31B Earthwork Rachel Contracting, LLC $ 542,953.40 $ 28,721.80 $ 571,675.20 4 32L Landscaping Hoffman & McNamara Nursery and Land $ 129,137.00 $ 1,616.00 $ 130,753.00 1 32M Landscape Irrigation Hoffman & McNamara Nursery and Land $ 71,696.00 $ 996.00 $ 72,692.00 1 Const. Man. Fee RJM Construction $ 247,817.43 $ 233.19 $ 248,050.62 5 Const. Man. Reimburseables RJM Construction $ 897.78 $ 142.66 $ 1,040.44 5 Total Cost Changes $ 13,496.65 :•• ITEM: 4.Q. ••••• • ••• COUNCIL MEETING DATE: October 24, 2024 Apple Valley SECTION: Consent Agenda Description: Approve Change Order No. 1 to Agreement with Cobalt Companies for Project 2024-120, 2024 Streetscape Reconditioning Services, and Approve Acceptance and Final Payment Staff Contact: Department/ Division: Jeff Lathrop, Public Works Superintendent- Streets Streets Division ACTION REQUESTED: Approve Change Order No. 1 to agreement with Cobalt Companies for an increase of $1,200.00; and accept Project 2024-120, 2024 Streetscape Reconditioning Services, as complete and authorize final payment for a contract total of$52,275.00. SUMMARY: Cobalt Companies has requested final payment for reconditioning and painting services of 95 light poles within the Ring Route, 5 light poles along Flagstaff Avenue, 19 benches on Cedar Avenue, and 18 garbage bins on Cedar Avenue. This is the first and final payment request. The contractor has completed all work per the agreement. The improvements have been inspected and found to be acceptable for final payment. Change Order No. 1 is for an increase of $1,200.00 and is due to some necessary welding repairs on the trash bins and for an unaccounted bench that was added to the painting list. BACKGROUND: On July 11, 2024, the City Council approved an agreement with Cobalt Companies in the amount of $51,075.00 for services to recondition and paint the Ring Route and Flagstaff Avenue light poles, and Cedar Avenue benches and trash bins. BUDGET IMPACT: Funds for this project are included in the 2024 operating budgets for the Public Works Streets Division, and Public Works Street Light Utility. ATTACHMENTS: Change Order Document(s) Final Pay Documents AMA Owner:City of Apple Valley,7100 W.147th St.,Apple Valley,MN Date October 7,2024 Contractor:Cobalt Companies City of Apple Valley CHANGE ORDER NO.1 Project 2024-120 2024 Streetscape Reconditioning Services The following items are deemed to be necessary to complete the project according to the intended design. In accordance with the terms of this Contract,the Contractor is hereby authorized and instructed to perform the work as altered by the following provisions. Description of Work One additional bench was painted than predicted when the contract went out for bid.Also,some of the trash bins needed some welding to repair the bins.These two items are responsible for the additional costs. Unit Total No. Item Unit Quantity Price Amount 1 Prep,prime and paint LS 1 $800.00 $800.00 silver bernches 2 Welding,per hour HR 4 $100.00 $400.00 TOTAL CHANGE ORDER NO.1 $1,200.00 Approved by Contractor: Approved by Owner: Contra or:Cobalt Companies CITY OF APPLE VALLEY Clint Hooppaw,Mayor h I Date Date Approved by Public Works CITY OF APPLE VALLEY Attest:Christina M.Scipioni,City Clerk (kg Matt Saam,Public Works Director 10/09/2024 Date c: Contractor Project File 2024-120 Project 2024-120 CO 1 PAYMENT VOUCHER 1 & FINAL 2024 Streetscape Reconditioning Services Project 2024-120 For Period Ending: October 7,2024 OWNER: CONTRACTOR: City of Apple Valley Cobalt Companies 7100 147th Street West 7474 Jason Ave NE Apple Valley, MN 55124 Monticello, MN 55362 Phone: 763-238-7891 Amount of Contract: $51,075.00 $1,200.00 Total Amount $52,275.00 Contract Value Less Amount of Work 0 Less Net Account Per Agreement Certified Percent Previous Amount Number July 11,2024 To Date Retained Payments Due Streets Division 1610-6249 2024120G $51,075.00 $51,075.00 $0.00 $0.00 $51,075.00 Change Order No. 1610-62492024120G $1,200.00 $1,200.00 $0.00 $0.00 $1,200.00 Subtotal $52,275.00 $52,275.00 $0.00 $0.00 $52,275.00 Total $52,275.00 $52,275.00 $52,275.00 Date: 10/09/2024 ,7eff Lathvor Public Works Superintendent- Streets Date: 10/09/2024 ✓��� Public Works Director ••• ii: Owner: City of Apple Valley,7100 W.147th St.,ApP Y le Valle ,MN 55124 Date: October 7,2024 wee. For Period: 10/4/2024 Request No: 1&Final Apple Contractor Cobalt Companies Valley CONTRACTOR'S REQUEST FOR PAYMENT 2024 Streetscape Reconditioning Services Project File No.2024-120 SUMMARY 1 Original Contract Amount $ $51,075.00 2 Change Order-Addition $ 1,200.00 3 Change Order-Deduction $ 0.00 4 Revised Contract Amount $ $52,275.00 5 Value Completed to Date $ $52,275.00 6 Material on Hand $ $0.00 7 Amount Earned $ $52,275.00 8 Less Retainage 0% $ $0.00 9 Subtotal $ $52,275.00 10 Less Amount Paid Previously $ $0.00 11 Liquidated damages- $0.00 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. 1&Final $ $52,275.00 Approv-. by Contractor: Approved by Owner: Coln!, panies CITY OF APPLE VALLEY Clint Hooppaw,Mayor Date Specified Contract Completion Date: October 31,2024 Attest:Christina M.Scipioni,City Clerk Date 2024-120 RFP 1&Final Owner:City of Apple Valley,7100 W.147th St.,Apple Valley,MN 55124 October 7,2024 City of Apple Cobalt Companies Valley CONTRACTOR REQUEST FOR PAYMENT SUPPLEMENTAL INFO 2024 Streetscape Reconditioning Services Contract Est. Contract Unit Previous Current Quantity Total Rem Quantity Price Quantity Quantity To Date Amount Due 18 $ 800.00 0 18 18 $14,400.00 1 SILVER GARBAGE CAN PAINTING 18 $ 800.00 0 18 18 $14,400.00 2 SILVER BENCH PAINTING 95 $ 220.00 0 95 95 $20,900.00 3 RED DECORATIVE LIGHT POLE PAINTING 5 $ 275.00 0 5 5 $1,375.00 4 BLACK DECORATIVE LIGHT POLE PAINTING 1 $ 800.00 0 1 1 $800.00 ADD PREP,PRIME AND PAINT SILVER BENCHES 0 $ 100.00 0 4 4 $400.00 ADD WELDING,PER HOUR TOTAL DUE $52,275.00 PROJECT PAYMENT STATUS OWNER CITY OF APPLE VALLEY Project File No.2024-120 2024 Streetscape Reconditioning Services CHANGE ORDERS No. Date Description Amount 1 10/7/2024 Welding and an additional bench was painted. Total Change Orders $0.00 PAYMENT SUMMARY No. From To Payment Retainage Completed 1&Final 07/11/2024 10/07/2024 $52,275.00 $0.00 $52,275.00 Material on Hand $0.00 Total Payment to Date $52,275.00 Original Contract $51,075.00 Retainage Pay No. 1 0.00 Change Orders $1,200.00 Total Amount Earned $52,275.00 Revised Contract $52,275.00 AV Change Order and Request for Payment - Contractor Signed Final Audit Report 2024-10-09 Created: 2024-10-09 By: Wendy Davis(Wendy.Davis@applevalleymn.gov) Status: Signed Transaction ID: CBJCHBCAABAAjus5ZPtCBBY8-JEI5zhY22khJCfe0vb1 "AV Change Order and Request for Payment - Contractor Signe d" History Document created by Wendy Davis (Wendy.Davis@applevalleymn.gov) 2024-10-09-1:06:22 PM GMT Document emailed to Jeff Lathrop (Jeff.Lathrop@applevalleymn.gov)for signature 2024-10-09-1:06:30 PM GMT Email viewed by Jeff Lathrop (Jeff.Lathrop@applevalleymn.gov) 2024-10-09-1:10:09 PM GMT Document e-signed by Jeff Lathrop (Jeff.Lathrop@applevalleymn.gov) Signature Date:2024-10-09-1:11:29 PM GMT-Time Source:server Document emailed to Matt Saam (matt.saam@applevalleymn.gov)for signature 2024-10-09-1:11:31 PM GMT Email viewed by Matt Saam (matt.saam@applevalleymn.gov) 2024-10-09-1:18:54 PM GMT Document e-signed by Matt Saam (matt.saam@applevalleymn.gov) Signature Date:2024-10-09-1:20:32 PM GMT-Time Source:server 0 Agreement completed. 2024-10-09-1:20:32 PM GMT 0 Adobe Acrobat Sign • ITEM: 4.R. ••••• • ••• COUNCIL MEETING DATE: October 24, 2024 Apple Valley SECTION: Consent Agenda Description: Approve Date of Substantial Completion of Fire Station#2 on Agreements with Various Contractors for Apple Valley Fire Station #2 and Improvements to#1  Staff Contact: Department/ Division: Charles Grawe, Assistant City Administrator Administration/ Information Technologies ACTION REQUESTED: Approve date of substantial completion of Fire Station #2 on agreements with various contractors for Apple Valley Fire Station #2 and Improvements to #1 & #3 for August 26, 2024, and authorize the Mayor and City Clerk to sign the relevant documents. SUMMARY: Attached is a certificate of substantial completion for Fire Station #2 for listed contractors. This document sets the official date on which warranty periods begin for work under those contracts. BACKGROUND: The project involves work on Fire Stations #1, #2, and #3. Because the scope of work at Station #2 involved keeping the old station operational, transferring operations to the new station, tearing down the remainder of the old station, and then completing the new station, several completion dates are appropriate based on when the City was able to make use different parts of the building. Approving this document sets the beginning of warranty periods on work performed at Station #2. The individual contracts that this applies to are listed in the certificate form. BUDGET IMPACT: N/A ATTACHMENTS: Exhibit -__PAIA Document G734TM - 2019 Certificate of Substantial Completion Construction Manager as Adviser Edition PROJECT: CONTRACT INFORMATION: CERTIFICATE INFORMATION: 21-745 Apple Valley Fire Station#2 Contract For:General Construction Certificate Number:21-745-006 Date:October 7,2024 Date:October 7,2024 OWNER: ARCHITECT: CONSTRUCTION MANAGER: City of Apple Valley CNH Architects Terra General Contractors 7100 147th Street West 7300 147th Street W 21025 Commerce Bvld Ste 1000 Apple Valley,MN 55124 Apple Valley 55124 Rogers MN 55374 CONTRACTOR(S): Thomsen Construction Services LLC-6210 Green Valley Rd,Anoka,MN 55303 Structural Glass Products,Inc.-507 2nd Ave.NE,Buffalo, MN 55313 Mulcahy Nickolaus LLC-2980 Granada Lane N.,Ste.100,Oakdale, MN 55128 New Line Mechanical Inc.-1527 Voll Dr NW,Byron,MN 55920 Vinco,Inc.-PO BOX 907, Forest Lake,MN 55025 North Metro Companies LLC-5321 Elkton Trail, Faribault, MN 55021 Stapf Concrete Construction, Inc.-201 W.Travelers Trail,#210,Burnsville, MN 55337 The Work identified below has been reviewed and found,to the Construction Manager's and Architect's best knowledge, information and belief,to be substantially complete. Substantial Completion is the stage in the progress of the Work when the Work of all of the Contractors,or designated portion thereof,is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work for its intended use. The date of Substantial Completion of the Project,or portion thereof designated below,is the date established by this Certificate (Identifi;the Work of all of the Contractors, or portion thereof that is substantially complete.) Apple Valley Fire Station#2-Phase 3 Complete-Remaining Interior&Exterior Building items, South Hardscapes, Earthwork and Utilities,Asphalt pavement-This includes complete scope of work for Station#2 for list of contractors noted above. Included on this Certificate of Completion are mechanical,electrical,landscaping,Glass&Glazing,due to outstanding punch list items and Site Concrete due to additional scope of Sealing and Cleaning of site concrete added scope. For all Contractors list above,the date of Substantial Completion of the Project,or portion thereof,is:August 26,2024 AIA Document G734—2019(formerly G704TMCMa—1992).Copyright©1992 and 2019.All rights reserved."The American Institute of Architects,""American Institute of Architects,""AIA,"the AIA Logo,and"AIA Contract Documents"are trademarks of The American Institute of Architects.This document was produced at 09:03:09 CT on 06/06/2023 under Order No.4104241899 which expires on 04/24/2024,is not for resale,is licensed for one-time use only,and may only be used in accordance with the AIA Contract Documents°Terms of Service.To report copyright violations,e-mail docinfo@aiacontracts.com. User Notes: (3B9ADA59) Terra General Contractors Anya Beck, Project Manager 10/7/2024 CONSTRUCTION MANAGER IGNATURE PRINTED NAME AND TITLE DATE (Firm Name) CNH Architects Quinn Hutson,Principal 10/7/2024 ARCHITECT(Firm Name) SIGNATURE PRINTED NAME AND TITLE DATE WARRANTIES The date of Substantial Completion of the Project,or portion designated above,is also the date of commencement of applicable warranties required by the Contract Documents,except as stated below: (Identify warranties that do not commence on the date of Substantial Completion, if any, and indicate their date of commencement.) Stapf-Exterior Site Concrete Clean and Sealing 1-year Warranty start date-10/1/2024 WORK TO BE COMPLETED OR CORRECTED A list of items to be completed or corrected by each of the Contractors,including a cost estimate,is attached hereto or transmitted as agreed upon by the parties,and identified as follows: (Attach a list of items to be completed or corrected by each of the Contractors and provide an identification of each list.) See attached Outstanding Punch List Items-Dated 10/3/2024 with values attached As of the date of Substantial Completion,the Owner shall be responsible for security,maintenance,heat,utilities,damage to the Work,and insurance,except as noted below: (Identify any responsibilities that are assigned to the Contractors.) The Owner and Contractor hereby accept the responsibilities assigned to them in this Certificate of Substantial Completion: CONTRACTOR(Firm Name) SIGNATURE PRINTED NAME AND TITLE DATE Clint Hooppaw,Mayor- Christina M Scipioni,City City of Apple Valley _Clerk OWNER(Firm Name) SIGNATURE PRINTED NAME AND TITLE DATE AIA Document G734—2019(formerly G704TMCMa—1992).Copyright©1992 and 2019.All rights reserved. The American Institute of Architects,""American Institute of Architects,""AIA,"the AIA Logo,and"AIA Contract Documents"are trademarks of The American Institute of Architects.This document was produced 2 at 09:03:09 CT on 06/06/2023 under Order No.4104241899 which expires on 04/24/2024,is not for resale,is licensed for one-time use only,and may only be used in accordance with the AIA Contract Documents®Terms of Service.To report copyright violations,e-mail docinfo@aiacontracts.com. User Notes: (3B9ADA59) APPLE VALLEY FIRE STATION#2-10.3.24 OUTSTANDING PUNCH LIST ITEMS Assignee Company Title Value Total 1104 Crawford Door Sales Co. Address loose gasketing at east jamb of west door at 2nd 3rd and 5th panel(Address when replacing door section) $ 1,500.00 $ 3,500.00 1883 Crawford Door Sales Co. 4-Fold Doors(All)-Complete Programming,Replace Damaged Seals,Re-run antenna cables,Make sure all doors shut fully. $ 2,000.00 1884 Crawford Door Sales Co. Replace Damaged OH Door Panel.And address gasket in at 2nd,3rd,&5th panel. N/A 1879 Mulcahy Nickolaus LLC Paint-Provide Attic Stock $ 5,000.00 $ 5,000.00 1669 New Line Mechanical,Inc. TAB Report Comments(See Description) $10,000.00 $22,000.00 1664 New Line Mechanical,Inc. General Complete all temperature control work and coordinate commissioning work with commissioning agent. $ 5,000.00 1887 New Line Mechanical,Inc. PR-24 SCBA Washer Drain $ 7,000.00 1889 New Line Mechanical,Inc. Building Balancing conflict.See description Repeat 1881 New Line Mechanical,Inc. Commissioning Log-Provide Finalized Activity Log Repeat 1868 North Metro Companies,LLC Re-install landscaping per drawing $ 5,000.00 $8,000.00 1898 North Metro Companies,LLC Landscaping and Irrigation Corrections. $ 3,000.00 1817 Structural Glass Products replace borrowed light in south door $ 3,000.00 $ 8,000.00 1892 Structural Glass Products Glazing-See description for open items $ 5,000.00 1887 SwedeBro PR-24-SCBA Washer Drain $ 5,000.00 $ 5,000.00 1193 Terra Construction Touch up paint on HM frame throughout door 139C N/A 1891 Vinco Inc. Exit Sign in Hallway 119(See description) $ 500.00 $15,500.00 1624 Vinco Inc. 102 Replace track lights in Lobby $ 5,000.00 1876 Vinco Inc. Install Flagpole light fixture $ 5,000.00 1877 Vinco Inc. Install Fitness Room Occupancy Sensor $ 5,000.00 708 WTG Terrazzo&Tile Address discolored grout between accent tile and top row 3 accent tiles from the east $ 3,000.00 $ 6,000.00 1885 WTG Terrazzo&Tile Tile-Provide Attic Stock $ 3,000.00 $73,000.00 WTG-included in Phase 2 substantial completion-discoloration was an item that was corrected and then occurred again Crawford-Replace of damage panel-paid outside of base contract-Terra directly SwedeBro-PR-24 is new scope processed via a change order New Line-PR-24 is new scope processed via a change order • ITEM: 4.S. ••••• • ••• COUNCIL MEETING DATE: October 24, 2024 Apple Valley SECTION: Consent Agenda Description: Approve Acceptance and Final Payment on Agreement with CNH Architects, Inc., for Apple Valley Fire Station#2 Replacement& Station#1 and #3 Health & Safety Improvements Staff Contact: Department/ Division: Charles Grawe,Assistant City Administrator Administration/ Information Technologies ACTION REQUESTED: Approve acceptance and final payment on agreement with CNH Architects, Inc., for Apple Valley Fire Station #2 Replacement & Station #1 and #3 Health & Safety Improvements in the amount of$1,359.43. SUMMARY: In August of 2021, the City selected CNH for schematic design architectural services for improvements on Fire Stations 1, 2, and 3. The project is now complete. BACKGROUND: The architectural fee is a function of the final value of the project, including some changes of scope that occur along the way. The final architectural fee for the project is $734,432.23. Staff recommends the City Council approve acceptance and final payment on agreement with CNH Architects, Inc., for Apple Valley Fire Station #2 Replacement & Station #1 and #3 Health& Safety Improvements in the amount of$1,359.43. BUDGET IMPACT: N/A ATTACHMENTS: Final Pay Documents Invoice *t 666 *00*e *edit WOG City of Apple Valley CITY OF APPLE VALLEY APPLICATION FOR PAYMENT DATE: October 15, 2024 FOR PERIOD: PROJECT: Apple Valley Fire Station #2 FROM: 09/01/2024 TO: 09/30/2024 CONTRACTOR: CNH Architects, Ltd. REQUEST FOR PAYMENT NO. 35 ADDRESS: 7300 147th St W Apple Valley, MN 55124 SUMMARY: 1. Original Contract Amount $ 727,730.00 2. Change Order-ADDITION - $ 6,702.23 3. Change Order- DEDUCTION $ 4. Revised Contract Amount $ 734,432.23 5. Total Completed and Stored to Date $ 6. Less Retainage % $ 7. Total Earned Less Retainage $ 8. Less Amount Paid Previously $ 733,072.80 9. AMOUNT DUE THIS CURRENT REQUEST $ 1,359.43 The undersigned Contractor certifies that to the best of his knowledge, information and belief, the work covered by this application for payment has been completed in accordance with the contract documents, that all amounts have been paid by him for work for which previous payments were received from the City and that current payment shown herein is now due. Contractor CNH Architects Ltd. By: Recommended for Payment By: ATTACH ITEMIZED INVOICE Title: Date: , Architects CN H 7300 W 147th St I Suite 504 I Apple Valley,MN 55124 1952-431-4433 City of Apple Valley Invoice number 3314 Charles Grawe Date 09/30/2024 7100 West 147th Street Apple Valley, MN 55124 Project 21050 Apple Valley Fire Station#2 Contract Total Prior Current Description Amount Billed Billed Billed Architectural Design #3 Pavement Evaluation 1,334.00 1,334.00 0.00 1,334.00 Total 1,334.00 1,334.00 0.00 1,334.00 Architectural Design Reimbursable Expenses Billed Units Rate Amount Mileage 25.43 Architectural Design subtotal 25.43 Invoice total 1,359.43 Invoice Summary Contract Percent Prior Total Current Description Amount Complete Billed Billed Billed Architectural Design Schematic Design 49,400.00 100.00 49,400.00 49,400.00 0.00 Design Development 224,151.00 100.00 224,151.00 224,151.00 0.00 Construction Documents 305,663.00 100.00 305,663.00 305,663.00 0.00 Bidding 29,111.00 100.00 29,111.00 29,111.00 0.00 Construction Administration 119,405.00 100.00 119,405.00 119,405.00 0.00 DOLT Plumbing Plan Review 2,477.00 100.00 2,477.00 2,477.00 0.00 #3 Pavement Evaluation 1,334.00 100.00 0.00 1,334.00 1,334.00 DLI Plan Review/DER Application Fee 817.70 100.00 817.70 817.70 0.00 Reimbursable Expenses 0.00 0.00 2,048.10 2,073.53 25.43 Subtotal 732,358.70 100.28 733,072.80 734,432.23 1,359.43 Total 732,358.70 100.28 733,072.80 734,432.23 1,359.43 Page 1 • ITEM: 4.T. ••••• • ••• COUNCIL MEETING DATE: October 24, 2024 Apple Valley SECTION: Consent Agenda Description: Approve Acceptance and Final Payment on Agreement with Met-Con Construction, Inc., for Project 2022-150, South Shelter Columbarium Staff Contact: Department/ Division: Matt Saam, Public Works Director Public Works Department ACTION REQUESTED: Approve final payment on agreement with Met-Con Construction, Inc, in the amount of $6,767.45 and accepting Project 2022-150 as complete and authorizing final payment in the amount of$6,767.45 for an agreement total of$135,349.00. SUMMARY: Attached please find the third and final payment for Project 2022-150, South Shelter Columbarium. All public improvements associated with the project are complete and in acceptable condition to become public infrastructure of the City. This final payment of $6,767.45 will close the agreement with Met-Con Construction, Inc, and result in a total construction cost of$135,349.00. BACKGROUND: On March 28, 2024, the City Council approved Change Order No. 1 to the agreement with Met-Con Construction, Inc., for Project 2022-150, South Shelter Columbarium, by adding the amount of$8,149.00. On July 27, 2023, the City Council approved an agreement with Met-Con Construction, Inc., in the amount of$127,200 for Project 2022-150, South Shelter Columbarium. On September 22, 2022, the City Council approved a resolution directing the preparation of plans and specifications for Project 2022-150, South Shelter Columbarium. BUDGET IMPACT: Final cost breakdown and funding for the project is summarized below. Estimated Project Costs Awarded Final Cost Cost Construction Cost $ 127,200.00 $ 135,349.00 Construction Contingency $0.00 $0.00 Engineering Design/Inspection $20,460.00 $28,536.60 Total Estimated Cost $ 147,660.00 $163,885.60 Estimated Project Funding: Cemetery Fund $175,000.00 $163,885.60 Total Estimated Funding $ 175,000.00 $163,885.60 ATTACHMENTS: Final Pay Documents PAYMENT VOUCHER-Pay Request No.3& Final South Shelter Columbarium AV Project 2022-150 For Period Ending: 10/3/24 OWNER: CONTRACTOR: City of Apple Valley Met-Con Construction, Inc. 7100 147th Street West 15760 Acorn Trail Apple Valley, MN 55124 Faribault, MN 55021 Amount of Contract: $127,200.00 Change Order No. 1 $8,149.00 Total Amount $135,349.00 Contract Value Less Amount of Work 0 Less Net Account Per Agreement Certified Percent Previous Amount Number dated 7/27/23 To Date Retained Payments Due Cemetery Fund 5605-6740 $127,200.00 $127,200.00 $0.00 $120,840.00 $6,360.00 Change Order No. 1 5605.6740 S8.149 00 S8.149 00 $0.00 S7.741.55 $407.45 Subtotal $135,349.00 $135,349.00 $0.00 $128,581.55 $6,767.45 Total $135,349.00 $135,349.00 $0.00 $128,581.55 $6,767.45 10/10/2024 *A Date Public Works Director ADMINISTRATION PW/FINANCE DATA/PAYMENT VOUCHER-PW •••• Owner: City of Apple Valley,7100 W.147th St.,Apple Valley,MN 55124 Date: October 3,2024 ••••• ••• • For Period: 9/30/2024 Request No: 3&Final Apple Contractor: Met-Con Construction,Inc.,15760 Acorn Trail,Faribault,MN 55021 Va lley CONTRACTOR'S REQUEST FOR PAYMENT South Shelter Columbarium Project File No. 2022-150 SUMMARY 1 Original Contract Amount $ $127,200.00 2 Change Order-Addition $ 8,149.00 3 Change Order-Deduction $ 0.00 4 Revised Contract Amount $ $135,349.00 5 Value Completed to Date $ $135,349.00 6 Material on Hand $ $0.00 7 Amount Earned $ $0.00 8 Less Retainage 0% $ $0.00 9 Subtotal $ $135,349.00 10 Less Amount Paid Previously $ $128,581.55 11 Liquidated damages- $ $0.00 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. 3&Final $ $6,767.45 Approved by Contractor: Approved by Owner: Met-Con Construction Inc., CITY OF APPLE VALLEY y /iiter 2. Fame — Clint Hooppaw,Mayor Date Attest:Christina M.Scipioni,City Clerk Specified Contract Completion Date: October 6,2023 Date Request for Payment 3&Final =4-11ATA Document G702' — 1992 Application and Certificate for Payment TO OWNER: PROJECT: APPLICATION NO: 3462200003 Distribution to: City of Apple Valley South Shelter Columbarium PERIOD TO: 6/20/2024 OWNED ❑ 7100 147th Street W. 5450 150th St W Apple Valley,MN 55124 Apple Valley,MN 55124 CONTRACT FOR: ARCHITECR ❑ FROM CONTRACTOR: VIA ARCHITECT: CONTRACT DATE: 7/27/2023 CONTRACTOR 0 Met-Con Construction,Inc. Oertel Architects,LTD PROJECT NOS: / 15760 Acorn Trail 1795 St.Clair Avenue 3462 FIELD ❑ Faribault,MN 55021 St.Paul,MN 55105 OTHER ❑ CONTRACTOR'S APPLICATION FOR PAYMENT The undersigned Contractor certifies that to the best of the Contractor's knowledge, information Application is made for payment,as shown below,in connection with the Contract. and belief the Work covered by this Application for Payment has been completed in accordance AIA Document fG703or Continuation Sheet,is attached. with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from the Owner,and 1.ORIGINAL CONTRACT SUM $ 127,200.00 that current payment shown herein is now due. 2.NET CHANGE BY CHANGE ORDERS S 8.149.00 CMet-Con Construction.Inc. OgrA /74 3.CONTRACT SUM TO DATE(Line 1±2) $ 135''d9.00 By:CONTRAC Date: �'ld 135,349.OU— State of: 4.TOTAL COMPLETED&STORED TO DATE(Column G on G703) S 5.RETAINAGE: County of: a. %of Completed Work Subscribed and sworn to before o70� (Columns D+Eon G703) S me this al day of 1i'LJ18 t b. _ _%of Stored Material /� �� VItDEBRA LYNN QUANDT (Column F on G703) S Notary Public: t gbiQ_ikt,14 t� 0.00 NOTARY PUBLIC My commission expires: 11311 a$ MINNESOTA Total Retainage(Lines 5a+5b,or Total in Column I of G703) $ 135,349.00 OffrrlrMsslon Ex�lros�l>�a10 6.TOTAL EARNED LESS RETAINAGE $ ARCHITECT'S CERTIFICATE FOR PA ENT (Line 4 minus Line 5 Total) 128,581.55 In accordance with the Contract Documents,based on on-site observations and the data comprising 7.LESS PREVIOUS CERTIFICATES FOR PAYMENT ... $ this application,the Architect certifies to the Owner that to the best of the Architect's knowledge, information and belief the Work has progressed as indicated, the quality of the Work is in (Line 6 from prior Certificate) accordance with the Contract Documents, and the Contractor is entitled to payment of the 8.CURRENT PAYMENT DUE I_$ 6.767.45 I AMOUNT CERTIFIED. 9.BALANCE TO FINISH,INCLUDING RETAINAGE 0.00 AMOUNT CERTIFIED S 6,767.45 (Line 3 minus Line 6) $ (Attach explanation if amount certified differs from the amount applied.Initial all figures on this Application and on tiargitbetlrahulkots;Mitt that are changed to conform with the amount certified.) CHANGE ORDER SUMMARY ADDITICM AO DEDUCTIONS ARCHIT T: Total changes approved in previous months by Owner $ _ $ By: __ Date: _09/0_3/2024 Total approved this month $ 8,149.00$ This Certificate is not negotiable.The AMOUNT CERTIFIED is payable only to the Contractor TOTAL $ 8,I49.00$ named herein.Issuance,payment and acceptance of payment are without prejudice to any rights of NET CHANGES by Change Order $ the Owner or Contractor under this Contract. CAUTION:You should sign an original AIA Contract Document,on which this text appears in RED.An original assures that changes will not be obscured. AIA Document G7021'-1992.Copyright ©1953.1963,1965,1971 1978, 1983 and 1992 by The American Institute of Architects.All rights reserved.WARNING:This A1Aj°Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or distribution of this AIA" Document,or any portion of it.may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.Purchasers are permitted to reproduce ten(10)copies at this document when completed To report copyright violations of AIA Contract Documents.e-mail the American Institute of Architects legal counsel,copyright©eia.org. ownIALO" MIN "t4= Document G703' - 1992 Continuation Sheet AIA Document G702TM-1992,Application and Certificate for Payment,or G732TM-2009, APPLICATION NO: Application and Certificate for Payment,Construction Manager as Adviser Edition, APPLICATION DATE: 3462200003 containing Contractor's signed certification is attached. PERIOD TO: 6/20/2024 In tabulations below,amounts are in US dollars. 6/20/2024 Use Column I on Contracts where variable retainage for line items may apply. ARCHITECT'S PROJECT NO: A B C D I E F G _ H I WORK COMPLETED MATERIALS TOTAL BALANCE TO ITEM SCHEDULED PRESENTLY COMPLETED AND % RETAINAGE DESCRIPTION OF WORK FROM PREVIOUS FINISH NO. VALUE APPLICATION THIS PERIOD STORED STORED TO DATE (G=C) (C G) (If variable rate) (D+E) (Not inDorh) (D+E+F) 1 General Conditions 3,465.E 0 3,465.00 3,465.00 100.00 2 Construction Fees 4,335.00 4,335.0I 4,335.00 100.00 3 Earthwork 28,743.00 28,743.00 28,743.00 100.00 4 Utilities 11,250.CO 11,250.00 11,250.00 100.00 5 Concrete Lbr 47,819 00 47,819.0 • 47,819.00 100.00 • . 6 Concrete Mtl 29,01640 29,016.0 29,016.00 100.00 7 Rebar 2,572.00 2,572.0 2,572.00 100.00 30000 Change Order#1 8,149.00 8,149.00 8,149.00 100.00 I TobARAND TOTAL 135,349.0) 135,349.00 135,349.00 100.00 1 CAUTION:You should sign an original AIA Contract Document,on which this text appears in RED.An original assures that changes will not be obscured. AIA Document G703TM—1992.Copyright©1963,1965.1966,1967,1970,1978,1983 and 1992 by The American Institute of Architects.All rights reserved.WARNING:This AIAe Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.Purchasers are permitted to reproduce ten(10)copies of this document when completed To report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright@aia org. 101210NGUN PROJECT PAYMENT STATUS OWNER CITY OF APPLE VALLEY Project File 2022-150 CONTRACTOR Met-Con Construction,Inc. CHANGE ORDERS No. Date Description Amount Change Order No. 1 provides compensation to the contractor for requested additions of conduit for future electrical lines and snow guards on the nearby shelter roof,along with contractual timeline 1 3/18/2024 revisions to the project $8,149.00 Total Change Orders $8,149.00 PAYMENT SUMMARY No. From To Payment Retainage Completed 1 07/27/2023 03/15/24 $120,840.00 $6,360.00 $127,200.00 2 03/15/2024 05/29/24 $7,741.55 $407.45 $135,349.00 3&Final 05/29/2024 09/30/24 $6,767.45 $135,349.00 Total Payment to Date $135,349.00 Original Contract $127,200.00 Retainage Pay No. 3&Final Change Orders $8,149.00 Total Amount Earned $135,349.00 Revised Contract $135,349.00 Request for Payment 3&Final Request for Payment 3 Final - contractor signed Final Audit Report 2024-10-10 Created: 2024-10-10 By: Wendy Davis(Wendy.Davis@applevalleymn.gov) Status: Signed Transaction ID: CBJCHBCAABAA_WrmFG5Yv0TZmoyUEcJDxwNndmIgPtES "Request for Payment 3 Final - contractor signed" History Document created by Wendy Davis(Wendy.Davis@applevalleymn.gov) 2024-10-10-6:30:57 PM GMT Document emailed to Matt Saam (matt.saam@applevalleymn.gov)for signature 2024-10-10-6:31:04 PM GMT Email viewed by Matt Saam (matt.saam@applevalleymn.gov) 2024-10-10-8:05:04 PM GMT 43 Document e-signed by Matt Saam (matt.saam@applevalleymn.gov) Signature Date:2024-10-10-8:05:21 PM GMT-Time Source:server ® Agreement completed. 2024-10-10-8:05:21 PM GMT Q Adobe Acrobat Sign • ITEM: 4.U. S...• ... Apple COUNCIL MEETING DATE: October 24, 2024 Valley SECTION: Consent Agenda Description: Approve Acceptance and Final Payment on Agreement with BKJ Land Co. I I, Inc., for Project 2024-102, 2024 Street Utility Improvements - Holland Avenue Staff Contact: Department/ Division: Brandon Anderson, City Engineer Engineering Division ACTION REQUESTED: Approve final payment on the agreement with BKJ Land Co. Inc., in the amount of$22,395.75 and accepting Project 2024-102 as complete and authorizing final payment in the amount of $22,395.75 for an agreement total of$22,395.75. Total project expenses are less than the awarded project cost by $2,447.25. SUMMARY: Attached please find the first and final payment for Project 2024-102, 2024 Utility Improvements — Holland Avenue Storm Sewer. All public improvements associated with the project are complete and in acceptable condition to become public infrastructure of the City. This final payment of $22,395.75 will close the agreement with BKJ Land Co. II Inc., and result in a total construction cost of$22,395.75. BACKGROUND: On August 8, 2024, City Council approved agreement for Project 2024-102, 2024 Utility Improvements to BKJ Land Co. II Inc., in the amount of$24,843.00. BUDGET IMPACT: The adopted budget identifies a Storm Sewer Fund budget for miscellaneous storm sewer repairs annually. This repair project falls within the budgeted amount and the actual costs of the work were less than the awarded project cost by $2,447.25. ATTACHMENTS: Final Pay Documents PAYMENT VOUCHER NO.1&FINAL 2024 Utility Improvements-Holland Ave Storm Sewer CITY PROJECT NO.2024-102 For Period:91512024 Through 9/2512024 OWNER: CONTRACTOR: City of Apple Valley Contractor Name BKJ Land Co II dba BKJ Excavating 7100 147th Street West Contractor Address 18075 Dairy Lane Apple Valley, MN 55124 City,State,Zip Jordan,MN 55352 Telephone No. 952-567-4628 Amount of Contract: $24.843.00 Total Amount $24,843.00 Contract Value Less Amount Per of Work 5% Less Net Account Agreement Dated Certified Percent Previous Amount Number 7/29/2024 To Date Retained Payments Due Storm Drainage Utility 5505-6810-2024102D $ 24,843.00 $ 22,395.75 $ $ 22,395.75 Subtotal $ 24,843.00 $ 22,395.75 $ - $ $22,395.75 Total $24,843.00 $22,395.75 $0.00 $0.00 $22,395.75 Date: 10/08/24 El-anion Andel son City Engineer Date:10/09/24 '{ �/d_ Public Works Director •��•,•• Owner; City of Apple Valley.7100 W. 147th St.,Apple Valley,MN 55124 Date: September 25.2024 •iii For Period: 9/5/2024 to 9/25/2024 Request No: 1&Final Apple iley Contractor: BKJ Land Co 11 dba BKJ Excavating 18075 Dairy Lane Jordan,MN 55352 ValCONTRACTOR'S REQUEST FOR PAYMENT HOLLAND AVE/144TH St STORM SEWER REPAIR Project File No. 2024-102 SUMMARY I Original Contract Amount $ $24,843 00 2 Change Order-Addition $ 0.00 3 Change Order-Deduction $ 0.00 4 Revised Contract Amount $ $24,843.00 5 Value Completed to Date $ $22,395.75 6 Material on Hand $ $0.00 7 Amount Earned $ $22,395.75 8 Less Retainage 0% $ $0.00 9 Subtotal $ $22,395.75 10 Less Amount Paid Previously $ $0.00 11 Liquidated damages- $ $0.00 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. 1 &Final $ $22,395.75 Approved by Contractor: Approved by Owner: BKJ Lan o iI DB.1 BKJ Fxcar ring CITY OF APPLE VALLEY ‘I L G Brandon Anderson Brandon Anderson IOcr B,2024 14:25 con Brandon S.Anderson,City Engineer 10/08/24 Date Specified Contract Completion Date: September 25,2024 Clint Hooppaw,Mayor Date Attest:Christina M.Scipioni,City Clerk Date 2024-102 Holland and 144th RFPM1 Contract Unit Previous Current Quantity Amount No Item Unit QtY 1 Unit Price Quantity Quantity To Date To Date 1 MOBIUZA71ON is 1 53,1300.00 000 I 00 I 00 S 2,800.00 2 REMOVE BITUMINOUS 5Y 27 518.00 000 2700 2700 S 48600 3 REMOVE CURB AND GUTTER lF 27 $25.00 0 00 27 00 27 00 S 675 00 4 REMOVE CONCRETE WALK 5F 115 $14.00 0 00 115.00 115 00 S 1,610 00 5 REMOVE CATCH BASIN EA 1 3100.00 0.00 100 1 00 $ 100 00 6 AGGREGATE BASE CLASS 5 TN 18.75 845,00 0.00 18 75 18.75 $ 843 75 7 2'X 3'CB WITH r-3067 HOPE RINGS AND INFRASHIELD EA 1 33,500.00 0 00 1 00 1-00 S 3,500 00 B 12•'RCP PIPE CLASS V LF 0 $78.00 0 00 0 00 0 00 $ - B CONNECT TO DUSTING PIPE EA 1 3600.00 000 1-00 1.00 $ 600.00 10 CONCRETE CURB AND GUTTER,DESIGN B612 IF 27 8123.00 0 00 27 00 27 00 $ 3,321 00 11 CONCRETE PEDESTRIAN RAMP SF SO seem 0 00 50.00 50 00 $ 3,400,00 12 TRUNCATED DOMES SF 0 S90.00 0 00 0 00 0 00 $ 13 TYPESPWEA330B 2-2'LIFTS TN 6 3395.00 000 6.00 600 S 2,37000 14 TOPSOIL BORROW(LV) CY 2 5100 00 0 00 2 00 2 00 $ 200 00 15 MNDOT25-131 SEED AND CATEGORY 1BLANKET SY 42 $6.00 000 000 000 $ - t6 FERTILIZER TYPE 3 LB 3 510.00 0 00 0 00 0.00 $ - 17 WATER FOR TURF ESTABUSHM ENT LS 1 51,500.00 000 066 066 S 99000 18 STORM DRAIN INLET PROTECTION EA 3 S175.00 0 00 0 00 0 00 $ • 19 TRAFFIC CONTROL LS 1 S1,500.00 000 I 00 100 S 1,50000 TOTAL S 22,395.75 2024-•02-.owe.ma,caw ara e PROJECT PAYMENT STATUS OWNER CITY OF APPLE VALLEY Project File No. 2024-102 CONTRACTOR BKJ Land Co II dba BKJ Excavating CHANGE ORDERS No. Date Description Amount Total Change Orders PAYMENT SUMMARY No. From To Payment Retainage Completed 1 &Final 09/09/2024 09/20/24 $22,395.75 $22,395.75 Material on Hand Total Payment to Date $22,395.75 Original Contract $24,843.00 Retainage Pay No. 1 &Final Change Orders Total Amount Earned $22,395.75 Revised Contract $24,843.00 2024-102 Holland and 144th RFP#1 2024-102 PV#1 & Final_Contractor Signed Final Audit Report 2024-10-09 Created: 2024-10-08 By: Shawna Nelson(Shawna.Nelson@applevalleymn.gov) Status: Signed Transaction ID CBJCHBCAABAAar184LrU97gpSKOieMdn-GNuY31bcw7O "2024-102 PV#1 & Final_Contractor Signed" History Document created by Shawna Nelson (Shawna.Nelson@applevalleymn.gov) 2024-10-08-1:14:28 PM GMT Document emailed to Brandon Anderson (Brandon.Anderson@applevalleymn.gov)for signature 2024-10-08-1:14:32 PM GMT Email viewed by Brandon Anderson (Brandon.Anderson@applevalleymn.gov) 2024-10-08-7:25:13 PM GMT 6o Document e-signed by Brandon Anderson (Brandon.Anderson@applevalleymn.gov) Signature Date:2024-10-08-7:25:46 PM GMT-Time Source:server Document emailed to Matt Saam (matt.saam@applevalleymn.gov)for signature 2024-10-08-7:25:48 PM GMT ,t Email viewed by Matt Saam (matt.saam@applevalleymn.gov) 2024-10-09-1:21:20 PM GMT 656 Document e-signed by Matt Saam (matt.saam@applevalleymn.gov) Signature Date:2024-10-09-1:23:09 PM GMT-Time Source:server Agreement completed. 2024-10-09-1:23:09 PM GMT Q Adobe Acrobat Sign • ITEM: 4.V. ••••• • ••• COUNCIL MEETING DATE: October 24, 2024 Apple Valley SECTION: Consent Agenda Description: Approve Personnel Report Staff Contact: Department/ Division: Mary Thelen, Acting Human Resources Manager Human Resources Division ACTION REQUESTED: Approve the personnel report. SUMMARY: The employment actions attached to this memo are recommended for City Council approval. BACKGROUND: The City Council's approval of the Personnel Report includes the ratification of the City Administrator's actions in carrying out the terms and conditions of the employment of the City personnel. BUDGET IMPACT: Budgeted positions. ATTACHMENTS: Personnel Report PERSONNEL REPORT City of Apple Valley October 24,2024 Human Resources EMPLOYMENT ACTIONS The following employment actions are recommended for City Council approval: First Last Base Pay Pay Pay Date Name Name Action Position Status Dept. Rate Type Scale (on or about) Casual, Raymond Arsenault Hire Sales Clerk Variable Hour 5090 $ 15.50 Hourly L-1 10/18/2024 Paid on Call Jessica Fortin Hire Sales Clerk Volunteer 5020 $ 15.50 Hourly L-1 10/17/2024 Full-Time, Brian Hartman Hire Water Resources Specialist Regular 5505 $ 42.31 Hourly 160 11/18/2024 Casual, Jeffery Jacques Rehire Maintenance Worker I Seasonal 1600 $ 19.00 Hourly SMI 10/21/2024 Casual, Adam Morken Rehire Seasonal Maintenance II Seasonal 5305 $ 20.30 Hourly SM2 10/7/2024 Casual, Doug Rogers Hire Ice Resurfacer Driver Variable Hour 5205 $ 18.60 Hourly C-06 10/26/2024 Full-Time, Alexander Sharpe Promotion City Planner Regular 1100 $ 123,431.00 Annual 200E 11/2/2024 The Council's approval of the Personnel Report includes the ratification of the City Administrator's actions in carrying out the terms and conditions of the employment of the City personnel. Page 1 of 1 • ITEM: 4.W. ••••• • ••• COUNCIL MEETING DATE: October 24, 2024 Apple Valley SECTION: Consent Agenda Description: Approve Claims and Bills Staff Contact: Department/ Division: Ron Hedberg, Finance Director Finance Department ACTION REQUESTED: Approve claims and bills. SUMMARY: Attached for City Council review and approval are check registers for recent claims and bills. BACKGROUND: N/A BUDGET IMPACT: Check registers dated October 2, 2024, and October 9, 2024, in the amounts of $1,084,646.61, and $1,862,143.45, respectively. ATTACHMENTS: Claims and Bills Claims and Bills R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/2/2024 7:55:58 Council Check Register by GL Page- 1 Council Check Register by Invoice&Summary 9/12/2024 -- 10/4/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 32791 9/27/2024 158570 LEFTA SYSTEMS 515.00 LEFTA RENEWAL SSO 474637 INV003131 1210.6308 SOFTWARE SUBSCRIPTIONS POLICE FIELD OPERATIONS/PATROL 515.00 32792 10/4/2024 100101 ACE HARDWARE 2.99- DISCOUNT 475029 35013499351 1720.6333 GENERAL-CASH DISCOUNTS PARK GROUNDS MAINTENANCE 29.99 GRILL PARTS 475029 35013499351 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 2.99- RETURN 475025 350134A37478 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 24.01 32793 10/4/2024 147453 ADAM'S PEST CONTROL INC 24.38- CMF SALES TAX ADJUST 474899 3990334 1540.6249 OTHER CONTRACTUAL SERVICES CMF BUILDINGS&GROUNDS MNTC 24.38 CMF SALES TAX ADJUST 474899 3990334 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 324.38 CMF PEST CONTROL 474899 3990334 1540.6249 OTHER CONTRACTUAL SERVICES CMF BUILDINGS&GROUNDS MNTC 324.38 32794 10/4/2024 100389 ALPHAGRAPHICS 74.20 POTENTIALLY DANG DOG FORMS 474675 131851 1200.6239 PRINTING POLICE MANAGEMENT 74.20 32795 10/4/2024 153995 AMAZON CAPITAL SERVICES 82.48 BUNGEE CORD/CLEANING PADS 474836 11 VTQ9DG9PXX 1340.6229 GENERAL SUPPLIES FIRE BLDG&GROUNDS MNTC 25.27 CLOTHES PINS FOR GROUPS LO OCT 474863 13RQ4J7G6V9W 1875.6229 GENERAL SUPPLIES REC PRESCHOOL PROGRAMS 36.51 EXTENSION CABLE SOLAR PANEL 474769 177TNXMXD7MH 1800.6229 GENERAL SUPPLIES REC PROGRAM GENERAL 68.24 CORK BOARD 474852 17CLDTCRHDPP 5305.6210 OFFICE SUPPLIES WATER MGMT/REPORT/DATA ENTRY 22.99 SECCI DISC 474852 17CLDTCRHDPP 5505.6229 GENERAL SUPPLIES STORM DRAIN MNTC/RPR/SUMPS 29.95 KAYAK PADDLE 474852 17CLDTCRHDPP 5505.6229 GENERAL SUPPLIES STORM DRAIN MNTC/RPR/SUMPS 35.99 ANCHOR 474852 17CLDTCRHDPP 5505.6229 GENERAL SUPPLIES STORM DRAIN MNTC/RPR/SUMPS 32.38- RETURN DOLLY WHEELS 474721 1CNTCQM1TLMW 5025.6215 EQUIPMENT-PARTS LIQUOR#1 OPERATIONS .38- LIQ1 SALES TAX ADJUST 474721 1CNTCQM1TLMW 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET .38 LIQ1 SALES TAX ADJUST 474721 1CNTCQM1TLMW 5025.6215 EQUIPMENT-PARTS LIQUOR#1 OPERATIONS 42.15 MOWER WHEEL 474710 1CXCMYFRF1XK 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 57.63 3M DOODLEBUG PADS 475026 1DTLJ91YR9XV 1340.6229 GENERAL SUPPLIES FIRE BLDG&GROUNDS MNTC 27.77 PUB ED PROMO ITEMS 475024 1FDMN46VQ1Q6 1320.6229 GENERAL SUPPLIES FIRE PREVENTION 357.00 CHAINSAW CHAPS 474723 1KGJWMP4DYLT 1610.6229 GENERAL SUPPLIES STREET/BOULEVARD REPAIR&MNTC 16.98 PORTFOLIO BAG FOR SIGNS 474770 1 LRMM9KRCRYX 1800.6229 GENERAL SUPPLIES REC PROGRAM GENERAL 51.88 USB CHARGING STATION,MISC 474703 1 M9TT7RDGQ33 2205.6229 GENERAL SUPPLIES GOLF MANAGEMENT 53.55 PESTICIDE APPLICATION SIGNAGE 474716 1Q1 NHYKXGM97 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 24.00 MOUNTING BRACKETS SOLAR PANEL 474771 1RLYYVWLRX4H 1800.6229 GENERAL SUPPLIES REC PROGRAM GENERAL 29.97 FILTERED TIRE VALVE CORES 474773 1VDKF7YYXD9R 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 29.97 FILTERED TIRE VALVE CORES 474773 1VDKF7YYXD9R 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/2/2024 7:55:58 Council Check Register by GL Page 2 Council Check Register by Invoice&Summary 9/12/2024 -- 10/4/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 32795 10/4/2024 153995 AMAZON CAPITAL SERVICES Continued... 29.98 FILTERED TIRE VALVE CORES 474773 1VDKF7YYXD9R 5390.6215 EQUIPMENT-PARTS SWR EQUIPNEHICLE MISC MNTC/RP 29.98 FILTERED TIRE VALVE CORES 474773 1VDKF7YYXD9R 5345.6215 EQUIPMENT-PARTS WATER EQUIPNEHICLE/MISC MNTC 56.50- 3M DOODLEBUG PADS REFUND 475013 1YTTYRYMD3KG 1340.6229 GENERAL SUPPLIES FIRE BLDG&GROUNDS MNTC 150.00 PLOW CONTROL#239 474772 1YVRKPTWX3FT 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 1,113.41 32796 10/4/2024 142511 AMERICAN RED CROSS 874.00 LIFEGUARD CERTIFICATIONS(19) 474878 22723525 1930.6280 DUES&SUBSCRIPTIONS REDWOOD CC 874.00 32797 10/4/2024 150708 AVOLVE SOFTWARE CORP 1,125.00 AVOLVE DATA MIGRATION-SEPT 474743 8902 1400.6308 SOFTWARE SUBSCRIPTIONS INSPECTIONS MANAGEMENT 1.125.00 32798 10/4/2024 100049 BACHMAN'S 280.25 LANDSCAPING-MEMORIAL TREE 474848 42223150 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 280.25 32799 10/4/2024 141748 BASER&PL UMPIRES 1,676.00 SOFTBALL OFFICIALS 9/1-9/15 474755 20240916 1850.6249 OTHER CONTRACTUAL SERVICES REC SOFTBALL 1,676.00 32800 10/4/2024 100054 BAUER BUILT INC 1,043.64 SQUAD TIRES 474996 180305519 1210.6216 VEHICLES-TIRES/BATTERIES POLICE FIELD OPERATIONS/PATROL 1,043.64 32801 10/4/2024 100058 BELLBOY CORPORATION 24.00 NTAX#2 00004928 474915 108877900 5055.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 75.30 TAX#1 00004928 474906 108878000 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 44.50 NTAX#1 00004928 474907 108878000 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 141.00 LIQ#1 00004928 474908 108928400 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 59.00 TAX#1 00004928 474909 108928400 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 75.50 NTAX#1 00004928 474910 108928400 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 20.15 NTAX#3 00004928 474927 108933700 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 9.57 TAX#2 00004928 474920 108935100 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 143.15 LIQ#1 00004928 474903 205031000 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 690.00 THC#1 00004928 474904 205031000 5015.6515 THC/CBD LIQUOR#1 STOCK PURCHASES 20.00 FREIGHT#1 00004928 474905 205031000 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 261.25 LIQ#2 00004928 474916 205031200 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 8.00 FREIGHT#2 00004928 474917 205031200 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/2/2024 7:55:58 Council Check Register by GL Page- 3 Council Check Register by Invoice&Summary 9/12/2024 -- 10/4/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 32801 10/4/2024 100058 BELLBOY CORPORATION Continued... 799.00 LIQ#3 00004928 474924 205031600 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 176.00 WINE#3 00004928 474925 205031600 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 11.00 FREIGHT#3 00004928 474926 205031600 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 267.00 THC#2 00004928 474918 205107200 5055.6515 THC/CBD LIQUOR#2 STOCK PURCHASES 6.00 FREIGHT#2 00004928 474919 205107200 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 340.50 LIQ#1 00004928 474911 205174100 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,372.78 THC#1 00004928 474912 205174100 5015.6515 THC/CBD LIQUOR#1 STOCK PURCHASES 70.45 NTAX#1 00004928 474913 205174100 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 40.50 FREIGHT#1 00004928 474914 205174100 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 88.00 LIQ#3 00004928 474928 205186200 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 492.35 WINE#3 00004928 474929 205186200 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 647.99 THC#3 00004928 474930 205186200 5085 6515 THC/CBD LIQUOR#3 STOCK PURCHASES 22.00 FREIGHT#3 00004928 474931 205186200 5085 6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 511.45 LIQ#2 00004928 474921 205186300 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 432.97 THC#2 00004928 474922 205186300 5055.6515 THC/CBD LIQUOR#2 STOCK PURCHASES 28.00 FREIGHT#2 00004928 474923 205186300 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 6,877.41 32802 10/4/2024 142897 BOLTON&MENK,INC. 962.04 KELLEY PARK SURVEY AUG 24 474877 345558 2349.6235 PR230064 CONSULTANT SERVICES KELLEY PARK 962.04 32803 10/412024 121092 BOURGET IMPORTS 1,152.00 WINE#3 00045600 474932 210286 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 14.00 FREIGHT#3 00045600 474933 210286 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 161.30 BEER#3 00045600 474934 210814 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 4.00 FREIGHT#3 00045600 474935 210814 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 716.00 WINE#3 00045600 474936 210816 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 10.00 FREIGHT#3 00045600 474937 210816 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 2,057.30 32804 10/4/2024 158313 CITY WIDE FACILITY SOLUTIONS 1,286.25 CMF CLEANING SERVICE OCT 474744 32009027975 1540.6240 CLEANING SERVICE/GARBAGE REMOVCMF BUILDINGS&GROUNDS MNTC 1,286.25 32805 10/4/2024 141474 COLE PAPERS INC. 501.60 PAPER TOWELS,TP MC 474998 10485268 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 501.60 32806 10/4/2024 100102 COLLEGE CITY BEVERAGE R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/2/2024 7:55:58 Council Check Register by GL Page- 4 Council Check Register by Invoice&Summary 9/12/2024 -- 10/4/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 32806 10/4/2024 100102 COLLEGE CITY BEVERAGE Continued... 41.00 ARNIE 474756 1064008 2270.6421 GOLF-NON ALCOHOLIC BEVERAGES GOLF FOOD&BEVERAGE 518.15 BEER 474756 1064008 2270.6419 GOLF-BEER GOLF FOOD&BEVERAGE 139.50 CC LIQUOR 474702 1066346 2270.6429 GOLF-LIQUOR GOLF FOOD&BEVERAGE 539.20 CC BEER 474761 1066347 2270.6419 GOLF-BEER GOLF FOOD&BEVERAGE 1,237.85 32807 10/4/2024 119052 CUSTOM HOSE TECH INC 68.54 HYDRAULIC HOSE#333 474833 122953 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 68.54 32808 10/4/2024 152824 D.C.ANNIS SEWER INC 1,415.00 FS1 WASTE TRAP PUMPING AND JET 474867 136114 1340.6266 REPAIRS-BUILDING FIRE BLDG&GROUNDS MNTC 1,065.00 FS3 WASTE TRAP PUMPING AND JET 474868 136115 1340.6266 REPAIRS-BUILDING FIRE BLDG&GROUNDS MNTC 2,480.00 32809 10/4/2024 100128 DAKOTA ELECTRIC ASSOCIATION 76.17 SIGNAL 140TH/GARDENVIEW SEPT 474857 200003037769SEP 5805.6255 UTILITIES-ELECTRIC STREET LIGHT UTILITY FUND T24 55.43 SIGNAL 140TH/HAYES SEPT 474856 2000030377775EP 5805.6255 UTILITIES-ELECTRIC STREET LIGHT UTILITY FUND T24 24.53 GARDENVIEW DR PK SHELTER SEPT 474855 200004331096SEP 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE T24 23.16 REDWOOD RESTROOMS SEPT 474858 200004514691SEP 1730.6255 UTILITIES-ELECTRIC PARK BUILDING MAINTENANCE T24 17.32 15763 HEYWOOD CT SEPT 474859 200010053463SEP 1210.6255 UTILITIES-ELECTRIC POLICE FIELD OPERATIONS/PATROL T24 196.61 32810 10/4/2024 100157 FACTORY MOTOR PARTS CO 24.08 COOLANT#349 474832 75503282 1630.6212 MOTOR FUELS/OILS STREET EQUIPMENT MAINTENANCE 82.06 ADHESIVE REMOVER 474832 75503282 1530.6229 GENERAL SUPPLIES FLEET&BUILDINGS-CMF 330.96 BRAKE ROTORS#912 474831 75503473 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 437.10 32811 10/4/2024 120313 FASTENAL COMPANY 829.43 SIGN HARDWARE 475006 MNLAK206479 1680.6229 GENERAL SUPPLIES TRAFFIC SIGNS/SIGNALS/MARKERS 108.16- SHOP SUPPLIES 474719 MNLAK206480 1610.6229 GENERAL SUPPLIES STREET/BOULEVARD REPAIR&MNTC 108.16 SHOP SUPPLIES 474719 MNLAK206480 1610.6229 GENERAL SUPPLIES STREET/BOULEVARD REPAIR&MNTC 108.16 SHOP SUPPLIES 474719 MNLAK206480 1610.6229 GENERAL SUPPLIES STREET/BOULEVARD REPAIR&MNTC 166.46 REPLACEMENT HARDWARE 474897 MNLAK206744 1610.6229 GENERAL SUPPLIES STREET/BOULEVARD REPAIR&MNTC R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/2/2024 7:55:58 Council Check Register by GL Page- 5 Council Check Register by Invoice&Summary 9/12/2024 -- 10/4/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 32811 10/4/2024 120313 FASTENAL COMPANY Continued... 10.41 CABLE TIES&FUSES 474774 MNLAK206745 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 10.41 CABLE TIES&FUSES 474774 MNLAK206745 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 10.41 CABLE TIES&FUSES 474774 MNLAK206745 1350.6215 EQUIPMENT-PARTS FIRE VEHICLE MAINTENANCE 10.41 CABLE TIES&FUSES 474774 MNLAK206745 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 10.41 CABLE TIES&FUSES 474774 MNLAK206745 5390.6215 EQUIPMENT-PARTS SWR EQUIPNEHICLE MISC MNTC/RP 10.41 CABLE TIES&FUSES 474774 MNLAK206745 5345.6215 EQUIPMENT-PARTS WATER EQUIPNEHICLE/MISC MNTC 1,166.51 32812 10/4/2024 100420 FISCHER MINING,LLC 1,409.65 RC&FILL SAND 475022 177005 5330.6229 GENERAL SUPPLIES WTR MAIN/HYDRANT/CURB STOP MNT 253.67 QP DRAIN TILE SUPPLIES 474846 177250 1715.6229 GENERAL SUPPLIES PARK ATHLETIC FIELD MAINTENANC 581.28 QP DRAIN TILE SUPPLIES 474879 177270 1715.6229 GENERAL SUPPLIES PARK ATHLETIC FIELD MAINTENANC 2,244.60 32813 10/4/2024 137297 HUMERATECH 2,627.69 PREVENTIVE MAINTENACE AGREEMEN 474876 240715 1920.6249 OTHER CONTRACTUAL SERVICES SENIOR CENTER 1,024.00 HVAC REPAIR 474775 240886 2215.6266 REPAIRS-BUILDING GOLF CLUBHOUSE BUILDING 3,651.69 32814 10/4/2024 100242 INDEPENDENT BLACK DIRT CO 264.00 BLACK DIRT 474722 36680 4932.6735 2024140G CAPITAL OUTLAY-OTHER IMPROVEME FUTURE CAPITAL PROJECTS 264.00 32815 10/4/2024 154223 LIGHTNING DISPOSAL,INC. 248.50 YARD DUMPSTER 474880 664480 1600.6240 CLEANING SERVICE/GARBAGE REMOVSTREET MANAGEMENT 248.50 YARD DUMPSTER 474880 664480 1720.6240 CLEANING SERVICE/GARBAGE REMOVPARK GROUNDS MAINTENANCE 497.00 32816 10/4/2024 100289 LOGIS 2,646.25 NETWORK SERVICES 474886 71002 1030.6235 CONSULTANT SERVICES INFORMATION TECHNOLOGY 15.00 VPN TOKENS 474860 71003 1500.6211 SMALL TOOLS&EQUIPMENT PW MANAGEMENT 30.00 VPN TOKENS 474860 71003 1200.6211 SMALL TOOLS&EQUIPMENT POLICE MANAGEMENT 63.00 FIBER TO SAN LS 10 475020 71004 5365.6735 CAPITAL OUTLAY-OTHER IMPROVEME SEWER MGMT/REPORTS/DATA ENTRY 2,762.50 KNOWBE4 LICENSING 474885 71005 1030.6308 SOFTWARE SUBSCRIPTIONS INFORMATION TECHNOLOGY 4,000.00 CISCO UMBRELLA SUBSCRIPTION 474888 71006 1030.6308 SOFTWARE SUBSCRIPTIONS INFORMATION TECHNOLOGY 288.25 FIBER LOCATES Q2 474887 71007 1030.6249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY 2,043.66 FIBER LOCATES Q2 474887 71007 1030.6249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY 87.75 GOPHER STATE FIBER LOCATES 474862 72004 1030.6249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY 11,936.41 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/2/2024 7:55:58 Council Check Register by GL Page- 6 Council Check Register by Invoice&Summary 9/12/2024 -- 10/4/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 32817 10/4/2024 100293 MACQUEEN EQUIPMENT Continued... 1,501.99 GUTTER BROOM REPAIR#306 474742 P59675 5505.6215 EQUIPMENT-PARTS STORM DRAIN MNTC/RPR/SUMPS 772.04 SWEEPER PARTS 475004 P59758 5505.6215 EQUIPMENT-PARTS STORM DRAIN MNTC/RPR/SUMPS 2,274.03 32818 10/412024 100299 MASTER ELECTRIC CO 394.53 BUILDING#3 ELECTRICAL 474845 SD53010 1600.6249 OTHER CONTRACTUAL SERVICES STREET MANAGEMENT 372.20 OUTLETS AT QUARRY POINT 474844 SD53014 1715.6249 OTHER CONTRACTUAL SERVICES PARK ATHLETIC FIELD MAINTENANC . 766.73 32819 10/4/2024 151844 MAVERICK WINE LLC 524.04 LIQ#1 00052289 475036 1322032 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 303.96 WINE#1 00052289 475037 1322032 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 6.00 FREIGHT#1 00052289 475038 1322032 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 621.96 LIQ#3 00052289 475039 1323793 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 3.00 FREIGHT#3 00052289 475040 1323793 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,458.96 32820 10/4/2024 100302 MCNAMARA CONTRACTING INC • 2,203.94 ASPHALT REPAIRS 475007 5743 1610.6229 GENERAL SUPPLIES STREET/BOULEVARD REPAIR&MNTC 2,203.94 32821 10/4/2024 100337 MN DEPT OF LABOR&INDUSTRY 40.00 ANNUAL BOILER REGISTRATIONS 474838 ABR0332926X 1900.6399 OTHER CHARGES AV COMMUNITY CENTER 200 00 ELEVATOR OPERATOR PERMIT 474706 ALR0165868X 2215.6280 DUES&SUBSCRIPTIONS GOLF CLUBHOUSE BUILDING 240.00 32822 10/4/2024 146279 NORDIC MECHANICAL SERVICES,I 1,142.50 RPR RTU AC TRIP OUT 474746 75244 1060.6266 REPAIRS-BUILDING MUNICIPAL BLDG&GROUNDS MNTC 2,304.46 RPL BAD FLU PIPING MC 474745 75245 1060.6266 REPAIRS-BUILDING MUNICIPAL BLDG&GROUNDS MNTC 381.25 DRAINED DOWN POOL BOILERS 474849 75246 1940.6269 REPAIRS-OTHER AQUATIC SWIM CENTER 3,828.21 32823 10/412024 150632 OERTEL ARCHITECTS 13,286.90 AE DESIGN FEE FOR PD PROJECT 474766 212227 4432.6235 2021172G CONSULTANT SERVICES 2024A CAPITAL PROJECTS CIP EXP 13,286.90 32824 10/412024 100372 PAUSTIS&SONS 204.00 LIQ#3 00001291 474952 246515 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 343.00 WINE#3 00001291 474953 246515 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 10.00 FREIGHT#3 00001291 474954 246515 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/2/2024 7:55:58 Council Check Register by GL Page- 7 Council Check Register by Invoice&Summary 9/12/2024 -- 10/4/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 32824 10/4/2024 100372 PAUSTIS&SONS Continued... 447.00 WINE#1 00001291 474948 246523 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 10.00 FREIGHT#1 00001291 474949 246523 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 528.00 WINE#1 00001291 474950 246760 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 10.00 FREIGHT#1 00001291 474951 246760 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 322.00 WINE#3 00001291 474955 247080 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 7.50 FREIGHT#3 00001291 474956 247080 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,881.50 32825 10/4/2024 141723 PRECISE MRM LLC 609.00 PLOW TRUCK GPS(29) 474995 IN2002000320 1665.6249 OTHER CONTRACTUAL SERVICES STREET SNOW&ICE MATERIALS 609.00 32826 10/4/2024 100395 R&R SPECIALTIES OF WISCONSIN INC 74.00 HAYES OLY BLADE SHARPENING 474715 829501N 5270.6265 REPAIRS-EQUIPMENT ARENA 2 EQUIPMENT MAINT-HAYES 74.00 32827 10/4/2024 142782 RINK-TEC INTERNATIONAL 631.00 HAYES REFRIGERATION PART 475016 5776 5265 6266 REPAIRS-BUILDING ARENA 2 BLDG MAINTENANCE-HAYES 857.05 AVSA REFRIGERATION QUARTERLY 475015 5824 5210.6266 REPAIRS-BUILDING ARENA 1 BUILDING MAINTENANCE 1,488.05 32828 10/4/2024 152480 RMB ENVIRONMENTAL LAB 568.00 WATER QUALITY SAMPLE 475008 B014512 5505.6235 CONSULTANT SERVICES STORM DRAIN MNTC/RPR/SUMPS 568.00 WATER QUALITY SAMPLE 475009 B014735 5505.6235 CONSULTANT SERVICES STORM DRAIN MNTC/RPR/SUMPS 1,136.00 32829 10/4/2024 148730 SAAM,MATT _84.98 NATL PWX CONF-ATLANTA-SAAM 474741 20240911 1500.6276 SCHOOLS/CONFERENCES/EXP OTHERPW MANAGEMENT 84.98 32830 10/4/2024 102023 SCHILLING SUPPLY CO INC 362.91 RECYCLING BAGS 475017 97787800 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 362.91 32831 10/4/2024 100829 SHAMROCK GROUP INC 77.65 CO2 GAS 474750 3070906 2270.6422 GOLF-KITCHEN SUPPLIES GOLF FOOD&BEVERAGE 76.00 CO2/NITRO TANK RENTALS 474704 3072419 2270.6310 RENTAL EXPENSE GOLF FOOD&BEVERAGE 153.65 32832 10/4/2024 158542 STRATUS BUILDING SOLUTIONS OF ST PAUL R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/2/2024 7:55:58 Council Check Register by GL Page- 8 Council Check Register by Invoice&Summary 9/12/2024 -- 10/4/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 32832 10/4/2024 158542 STRATUS BUILDING SOLUTIONS OF ST PAUL Continued... 5.31- GOLF SALES TAX ADJUST 474870 12425 2215,6240 CLEANING SERVICE/GARBAGE REMOVGOLF CLUBHOUSE BUILDING 5.31 GOLF SALES TAX ADJUST 474870 12425 2200.2330 DUE TO OTHER GOVERNMENT VALLEYWOOD GOLF 459.53 BUILDING CLEANING AUG 474870 12425 2215.6240 CLEANING SERVICE/GARBAGE REMOVGOLF CLUBHOUSE BUILDING 5.31- GOLF SALES TAX ADJUST 474871 12654 2215.6240 CLEANING SERVICE/GARBAGE REMOVGOLF CLUBHOUSE BUILDING 5.31 GOLF SALES TAX ADJUST 474871 12654 2200.2330 DUE TO OTHER GOVERNMENT VALLEYWOOD GOLF 459.53 BUILDING CLEANING SEPT 474871 12654 2215.6240 CLEANING SERVICE/GARBAGE REMOVGOLF CLUBHOUSE BUILDING 919.06 32833 10/4/2024 121326 SUMMIT FIRE PROTECTION 399.00 FIRE PROTECTION 474717 2683173 2215.6249 OTHER CONTRACTUAL SERVICES GOLF CLUBHOUSE BUILDING 399.00 32834 10/4/2024 101753 SYSCO MINNESOTA,INC 698.96 KITCHEN FOOD 474757 547477785 2270.6420 GOLF-FOOD GOLF FOOD&BEVERAGE 948.63 FOOD 474758 547490069 2270.6420 GOLF-FOOD GOLF FOOD&BEVERAGE 49.95- FOOD 474705 547499664 2270.6420 GOLF-FOOD GOLF FOOD&BEVERAGE 1,597.64 32835 10/4/2024 147460 TRADITION WINE&SPIRITS 205.00 LIQ#3 00051881 474957 41046 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 762.67 WINE#3 00051881 474958 41046 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 18.00 FREIGHT#3 00051881 474959 41046 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 985.67 32836 10/4/2024 100481 TRI-STATE BOBCAT INC 35.53 VIBRATOR SLEEVE#365 474690 P24550 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 58.41 SKID LOADER SENSOR 475027 P25261 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 93.94 32837 10/4/2024 123239 VERSACART SYSTEMS 2.47- LIQ1 SALES TAX ADJUST 474720 140787 5025.6215 EQUIPMENT-PARTS LIQUOR#1 OPERATIONS 2.47 LIQ1 SALES TAX ADJUST 474720 140787 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET 215.25 WHEEL CASTERS 474720 140787 5025.6215 EQUIPMENT-PARTS LIQUOR#1 OPERATIONS 215.25 32838 10/4/2024 100834 VERSATILE VEHICLES INC 1,344.00 FLEET RENTAL CARTS(20) 474765 128174 2260.6410 GOLF-RENT POWER CARTS GOLF PRO SHOP MERCH SALES 13.92- WRONG PART? 474709 85667 2240.6265 REPAIRS-EQUIPMENT GOLF EQUIPMENT MAINTENANCE 1,330.08 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/2/2024 7:55:58 Council Check Register by GL Page- 9 Council Check Register by Invoice&Summary 9/12/2024 -- 10/4/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 32839 10/4/2024 122010 VINOCOPIA Continued... 76.00 LIQ#1 00046257 474960 358071 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 216.04 WINE#1 00046257 474961 358071 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 360.00 WINE#1 00046257 474962 358965 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 7.50 FREIGHT#1 00046257 474963 358965 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 628.00 WINE#3 00046257 474966 358966 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 12.00 FREIGHT#3 00046257 474967 358966 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 352 00 WINE#1 00046257 474964 359055 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 10.00 FREIGHT#1 00046257 474965 359055 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 1,661.54 32840 10/4/2024 100081 WASTE MANAGEMENT-BURNSVILLE LANDFILL 440.78 PARK TRASH 474881 3773802917 1720.6240 CLEANING SERVICE/GARBAGE REMOVPARK GROUNDS MAINTENANCE 440.78 32841 10/4/2024 126509 WATER CONSERVATION SERVICE 370.61 LEAK DETECTION 14364 EMBRY 474874 14280 5330.6249 OTHER CONTRACTUAL SERVICES WTR MAIN/HYDRANT/CURB STOP MNT 370.61 32842 10/4/2024 100520 WINE COMPANY,THE 624.00 WINE#1 00015926 474968 278684 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 14.20 FREIGHT#1 00015926 474969 278684 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 580.00 WINE#2 00015926 474972 279267 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 10.00 FREIGHT#2 00015926 474973 279267 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 2,498.00 WINE#3 00015926 474974 279269 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 30.00 FREIGHT#3 00015926 474975 279269 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 674.66 WINE#1 00015926 474970 279935 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 15.15 FREIGHT#1 00015926 474971 279935 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 156.00 LIQ#3 00015926 474976 280013 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 2.00 FREIGHT#3 00015926 474977 280013 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 4,604.01 32843 10/4/2024 101003 WINZER FRANCHISE COMPANY 58.34 MISC.NUTS,BOLTS,WASHERS 474993 2480755 1210.6229 GENERAL SUPPLIES POLICE FIELD OPERATIONS/PATROL 58.34 MISC.NUTS,BOLTS,WASHERS 474993 2480755 1350.6229 GENERAL SUPPLIES FIRE VEHICLE MAINTENANCE 58.34 MISC NUTS,BOLTS,WASHERS 474993 2480755 1630.6229 GENERAL SUPPLIES STREET EQUIPMENT MAINTENANCE 58.35 MISC.NUTS,BOLTS,WASHERS 474993 2480755 1765.6229 GENERAL SUPPLIES PARK EQUIPMENT MAINTENANCE 98.26 DRILL BITS VARIOUS SIZES 474993 2480755 1765.6211 SMALL TOOLS&EQUIPMENT PARK EQUIPMENT MAINTENANCE 100.00 DRILL BITS VARIOUS SIZES 474993 2480755 1630.6211 SMALL TOOLS&EQUIPMENT STREET EQUIPMENT MAINTENANCE 108.35 DRILL BITS VARIOUS SIZES 474993 2480755 1530.6211 SMALL TOOLS&EQUIPMENT FLEET&BUILDINGS-CMF 58.35 MISC.NUTS,BOLTS,WASHERS 474993 2480755 5390.6229 GENERAL SUPPLIES SWR EQUIPNEHICLE MISC MNTC/RP R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/2/2024 7:55:58 Council Check Register by GL Page- 10 Council Check Register by Invoice&Summary 9/12/2024 -- 10/4/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 32843 10/4/2024 101003 WINZER FRANCHISE COMPANY Continued... 100.00 DRILL BITS VARIOUS SIZES 474993 2480755 5345.6211 SMALL TOOLS&EQUIPMENT WATER EQUIPNEHICLE/MISC MNTC 100.00 DRILL BITS VARIOUS SIZES 474993 2480755 5390.6211 SMALL TOOLS&EQUIPMENT SWR EQUIPNEHICLE MISC MNTC/RP 798.33 32844 10/4/2024 100528 ZIEGLER INC 55.67 AIR FILTER INDICATOR#352 474687 IN001627507 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 108.52 BRAKE FLUID LEVEL SENSOR#352 474686 IN001627830 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 164.19 321029 10/2/2024 152066 3 GUYS SEWING 156.00 NEW HATS AND CLOTHING 474768 11471 1210.6281 UNIFORM/CLOTHING ALLOWANCE POLICE FIELD OPERATIONS/PATROL 156.00 321030 10/2/2024 157965 9525 BLACK OAKS PARTNERS LLC 2,111.29 LIQ1 TAX ESCROW-OCT 474581 20240923 5025.6310 RENTAL EXPENSE LIQUOR#1 OPERATIONS 3,502.26 LIQ1 CAM ESCROW-OCT 474581 20240923 5025.6310 RENTAL EXPENSE LIQUOR#1 OPERATIONS 12,000.00 LIQ1 LEASE-OCT 474581 20240923 5025.6310 RENTAL EXPENSE LIQUOR#1 OPERATIONS 17,613.55 321031 10/2/2024 103168 AMERICAN FLAGPOLE AND FLAG CO 204.00 FLAGS FOR PARKS 475010 193977 1730.6229 GENERAL SUPPLIES PARK BUILDING MAINTENANCE 204.90 FLAGS FOR FIRE 475010 193977 1340.6229 GENERAL SUPPLIES FIRE BLDG&GROUNDS MNTC 259.30 FLAGS FOR MC 475010 193977 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 149.60 FLAGS FOR CEMETERY 475010 193977 5605.6229 GENERAL SUPPLIES CEMETERY 817.80 321032 10/2/2024 100958 ANCOM COMMUNICATIONS INC 1,794.50 FS2 TONE REMOTE INSTALL 474873 123782 4432.6720 2021170G CAPITAL OUTLAY-FURNITURE&FIX 2024A CAPITAL PROJECTS CIP EXP 1,794.50 321033 10/2/2024 100023 ANDERSEN INC,EARL F 75.85 ADOPT A PARK SIGN 474711 1374661N 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 108.85 EMBER CT.SIGNAGE 474889 1374671N 2027.6810 2022158G CONSTRUCTION IN PROGRESS ROAD ESCROW 203.40 NEW SIGNAGE ON PENNOCK 474890 1374681N 1680.6229 GENERAL SUPPLIES TRAFFIC SIGNS/SIGNALS/MARKERS 915.80 157TH MEDIAN SIGNAGE 475002 1374961N 2027.6735 2024105R CAPITAL OUTLAY-OTHER IMPROVEME ROAD ESCROW 75.85 ADOPT A PARK SIGN 475028 1375751N 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 1,379.75 321034 10/2/2024 154253 APPLE FORD LINCOLN 24.80 BLEND DOOR ACTUATOR#920 474830 682067 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/2/2024 7:55:58 Council Check Register by GL Page- 11 Council Check Register by Invoice&Summary 9/12/2024 -- 10/4/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 321034 10/2/2024 154253 APPLE FORD LINCOLN Continued... 24.80 321035 10/2/2024 120409 APPRO DEVELOPMENT 21,374.00 NRMP-5905 UPPER 147TH ST 474992 20240926 4900.2420 NRMP FIN GUAR-DEVELOPER DEP PHYSICAL IMPROV ESCROW BAL SHT 837.00 RETURN FINAL PLAT ESCROW 474839 20240927 1001.4216 2023137L FEES-REZONING GENERAL FUND REVENUE 47,949.00 RETURN FINANCIAL ESCROW 474839 20240927 4501.5078 2023137L ESCROW-PROJECT COSTS CONSTRUCTION PROJECTS REV 70,160.00 321036 10/2/2024 118892 ASPEN MILLS 126.16 M MENDOZA UNIFORM JACKET 474835 339318 1330.6281 UNIFORM/CLOTHING ALLOWANCE FIRE OPERATIONS 126.16 321037 10/2/2024 100032 ASTLEFORD INTERNATIONAL&ISUZU 321.28 DPF SENSORS#324 474688 2P41229 5505.6215 EQUIPMENT-PARTS STORM DRAIN MNTC/RPR/SUMPS 321.28 321038 10/2/2024 162521 BIRKENHOLZ,JEFFREY 24.27 UB REFUND 14205 FLAGSTONE TRL 475019 20240925A 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 24.27 321039 10/2/2024 137649 BOUND TREE MEDICAL LLC .24 FOAM HAND RINSE HOLDER 475014 85503226 1330.6229 GENERAL SUPPLIES FIRE OPERATIONS .24 321040 10/2/2024 100072 BRAUN INTERTEC CORPORATION 2,123.00 PD OPS SPECIAL INSPECTIONS 474732 B400351 4432.6235 2021172G CONSULTANT SERVICES 2024A CAPITAL PROJECTS CIP EXP 2,123.00 321041 10/2/2024 100296 BREAKTHRU BEVERAGE MIN-BEER 171.10 BT BEER 474699 117620600 2270.6419 GOLF-BEER GOLF FOOD&BEVERAGE 30.75 N/A BEER 474698 117620601 2270.6421 GOLF-NON ALCOHOLIC BEVERAGES GOLF FOOD&BEVERAGE 402.90 BT BEER 474759 117730440 2270.6419 GOLF-BEER GOLF FOOD&BEVERAGE 604.75 321042 10/2/2024 100152 BREAKTHRU BEVERAGE MIN WINE 153.96 BT LIQUOR 474695 117618123 2270.6429 GOLF-LIQUOR GOLF FOOD&BEVERAGE 92.00 WINE#3 00001930 475053 117678669 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 2.30 FREIGHT#3 00001930 475054 117678669 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 192.00 WINE#2 00001930 475047 117678677 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 2.30 FREIGHT#2 00001930 475048 117678677 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/2/2024 7:55:58 Council Check Register by GL Page- 12 Council Check Register by Invoice&Summary 9/12/2024 -- 10/4/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 321042 10/2/2024 100152 BREAKTHRU BEVERAGE MIN WINE Continued... 288.00 WINE#1 00001930 475041 117678679 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 3.45 FREIGHT#1 00001930 475042 117678679 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 480.00 WINE#3 00001930 475055 117786658 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 4.60 FREIGHT#3 00001930 475056 117786658 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 119.00 WINE#2 00001930 475049 11778666 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1.15 FREIGHT#2 00001930 475050 11778666 5055 6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 431.00 WINE#1 00001930 475043 117786670 5015.6520 WINE - LIQUOR#1 STOCK PURCHASES 3.45 FREIGHT#1 00001930 475044 117786670 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 608.00 WINE#3 00001930 475059 117899011 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 10.35 FREIGHT#3 00001930 475060 117899011 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 104.00 WINE#2 00001930 475051 117899017 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1.15 FREIGHT#2 00001930 475052 117899017 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 896.00 WINE#1 00001930 475045 117899019 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 8.05 FREIGHT#1 00001930 475046 117899019 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 44.00- CMWINE#3 00001930 475057 412758558 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 1.15- CMFREIGHT#3 00001930 475058 412758558 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 3,355.61 321043 10/2/2024 144930 CANON 63.41 COPIER LEASE 474733 35176293 1920.6310 RENTAL EXPENSE SENIOR CENTER 74.55 COPIER LEASE 474733 35176293 1400.6310 RENTAL EXPENSE INSPECTIONS MANAGEMENT 192.34 COPIER LEASE 474733 35176293 1500.6310 RENTAL EXPENSE PW MANAGEMENT 215.51 COPIER LEASE 474733 35176293 1700.6310 RENTAL EXPENSE PARK&RECREATION MANAGEMENT 417.24 COPIER LEASE 474733 35176293 1200.6310 RENTAL EXPENSE POLICE MANAGEMENT 766.26 COPIER LEASE 474733 35176293 1030.6310 RENTAL EXPENSE INFORMATION TECHNOLOGY 87.28 COPIER LEASE 474733 35176293 2205.6310 RENTAL EXPENSE GOLF MANAGEMENT 42.55 COPIER LEASE 474733 35176293 5025.6310 RENTAL EXPENSE LIQUOR#1 OPERATIONS 42.55 COPIER LEASE 474733 35176293 5065.6310 RENTAL EXPENSE LIQUOR#2 OPERATIONS 42.55 COPIER LEASE 474733 35176293 5095.6310 RENTAL EXPENSE LIQUOR#3 OPERATIONS 49.52 COPIER LEASE 474733 35176293 5210.6310 RENTAL EXPENSE ARENA 1 BUILDING MAINTENANCE 1,993.76 321044 10/2/2024 100878 CHARTER COMMUNICATIONS 60 95 CABLE SERVICE-SEPT 474851 175322001 SEPT24 1200.6237 TELEPHONE/PAGERS POLICE MANAGEMENT 60.95 321045 10/2/2024 151149 CHEM-AQUA,INC. 290.85 WATER TREATMENT CONTRACT 474677 8847514 1920.6249 OTHER CONTRACTUAL SERVICES SENIOR CENTER 290.85 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/2/2024 7:55:58 Council Check Register by GL Page- 13 Council Check Register by Invoice&Summary 9/12/2024 -- 10/4/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 321046 10/2/2024 100282 CINTAS CORPORATION Continued... 292.66 CINTAS LINENS 474696 4204675611 2270.6240 CLEANING SERVICE/GARBAGE GOLF FOOD&BEVERAGE 305.36 CINTAS LINENS 474707 4205392723 2270.6240 CLEANING SERVICE/GARBAGE GOLF FOOD&BEVERAGE 7.33 PARKS COVERALLS 474679 4205497550 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 9.97 SHOP COVERALLS 474679 4205497550 1530.6281 UNIFORM/CLOTHING ALLOWANCE FLEET&BUILDINGS-CMF 44.03 STREETS COVERALLS 474679 4205497550 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 61.40 CARPET RUNNERS 474676 4205655209 1060.6240 CLEANING SERVICE/GARBAGE REMOVMUNICIPAL BLDG&GROUNDS MNTC .83- LIQ2 USE TAX 474901 4205804019 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET .83 LIQ2 USE TAX 474901 4205804019 5065.6240 CLEANING SERVICE/GARBAGE REMOVLIQUOR#2 OPERATIONS 12.00 LIQ2 MAT SVC 474901 4205804019 5065.6240 CLEANING SERVICE/GARBAGE REMOVLIQUOR#2 OPERATIONS 316.46 CINTAS LINENS 474751 4206114419 2270.6240 CLEANING SERVICE/GARBAGE GOLF FOOD&BEVERAGE 9.25 SHOP COVERALLS 474842 4206227777 1530.6281 UNIFORM/CLOTHING ALLOWANCE FLEET&BUILDINGS-CMF 13 18 PARKS COVERALLS 474842 4206227777 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 43.82 STREETS COVERALLS 474842 4206227777 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 36.00 CMF MATS 474898 4206384351 1540.6240 CLEANING SERVICE/GARBAGE REMOVCMF BUILDINGS&GROUNDS MNTC 21 98 AVCC RUG SERVICE 474837 4206384457 1900.6240 CLEANING SERVICE/GARBAGE REMOVAV COMMUNITY CENTER .46- LIQ1 USE TAX 474900 4206384478 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET .46 LIQ1 USE TAX 474900 4206384478 5025.6240 CLEANING SERVICE/GARBAGE REMOVLIQUOR#1 OPERATIONS 6.72 LIQ1 MAT SVC 474900 4206384478 5025.6240 CLEANING SERVICE/GARBAGE REMOVLIQUOR#1 OPERATIONS 1,180.16 321047 10/2/2024 100510 CORE&MAIN 972.56 QP DRAIN TILE SUPPLIES 474882 V666641 1715.6229 GENERAL SUPPLIES PARK ATHLETIC FIELD MAINTENANC 972.56 321048 10/2/2024 157280 COZZINI BROS.INC 40.71 KNIFE SERVICES 474693 C16592036 2270.6249 OTHER CONTRACTUAL SERVICES GOLF FOOD&BEVERAGE 40.71 321049 10/2/2024 100114 CUB FOODS 64.75 WATER,TEA,HOT CHOC 474678 20240919 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC .68- SOLIDS WASTE SALES TAX ADJUST 474692 20240921 2042.6229 GENERAL SUPPLIES SOLID WASTE GRANT .68 SOLIDS WASTE SALES TAX ADJUST 474692 20240921 2040.2330 DUE TO OTHER GOVERNMENT SOLID WASTE BALANCE SHEET 24.16 CLEAN UP DAY SUPPLIES 474692 20240921 2042.6229 GENERAL SUPPLIES SOLID WASTE GRANT 88.91 321050 10/2/2024 101329 CUMMINS SALES AND SERVICE 2,844.45 GENERATOR R&R DPF CLEANED 474997 E468496 1060.6266 REPAIRS-BUILDING MUNICIPAL BLDG&GROUNDS MNTC 2,844.45 321051 10/2/2024 100123 DAKOTA COUNTY FINANCIAL SERVIC R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/2/2024 7:55:58 Council Check Register by GL Page- 14 Council Check Register by Invoice&Summary 9/12/2024 -- 10/4/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 321051 10/2/2024 100123 DAKOTA COUNTY FINANCIAL SERVIC Continued... 23.33 800 MHZ FEES AUG(1) 474753 5502430 1600.6249 OTHER CONTRACTUAL SERVICES STREET MANAGEMENT 23.33 B00 MHZ FEES AUG(1) 474753 5502430 1500.6249 OTHER CONTRACTUAL SERVICES PW MANAGEMENT 46.66 800 MHZ FEES AUG(2) 474753 5502430 1530.6249 OTHER CONTRACTUAL SERVICES FLEET&BUILDINGS-CMF 1,353.14 800 MHZ FEES AUG(58) 474753 5502430 1330.6249 OTHER CONTRACTUAL SERVICES FIRE OPERATIONS 2,146.36 800 MHZ FEES AUG(92) 474753 5502430 1200.6280 DUES&SUBSCRIPTIONS POLICE MANAGEMENT 23.33 800 MHZ FEES AUG(1) 474753 5502430 5305.6249 OTHER CONTRACTUAL SERVICES WATER MGMT/REPORT/DATA ENTRY 3,616.15 321052 10/2/2024 100434 DOUGHERTY MOLENDA SOLFEST HILL 32,293.37 POL PROSECUTION SVC-OCT 474884 66112721024 1055.6231 LEGAL SERVICES LEGAL PROSECUTING ATTORNEY 16,657.20 GEN CIVIL LEGAL SVC-OCT 474883 66112731024 1050.6231 LEGAL SERVICES LEGAL GENERAL SERVICES 48,950.57 321053 10/2/2024 102426 DUNHAM BROTHERS WOOD RECYCLING 30.00 PALLET REMOVAL 474713 68444 1720.6240 CLEANING SERVICE/GARBAGE REMOVPARK GROUNDS MAINTENANCE 30.00 321054 10/2/2024 160875 EASTVIEW HIGH SCHOOL BACKCOURT CLUB 250.00 ADS 474700 VG002 2205.6239 PRINTING GOLF MANAGEMENT 250.00 321055 10/212024 100216 GRAFIX SHOPPE 1,020.00 4976 GRAPHICS 474872 159606 7405.1750.096 TRANSPOR EQUIPMNT-8 YRS VERF-FIRE BAL SHEET 1,020.00 321056 10/2/2024 100827 GRAPE BEGINNINGS INC 117.00 WINE#1 00032379 475030 154155 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 171.00 TAX#1 00032379 475031 154155 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 9 00 FREIGHT#1 00032379 475032 154155 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 264.00 LIQ#2 00032379 475033 154343 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 1,303.05 LIQ#3 00032379 475034 154344 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 387.00 WINE#3 00032379 475035 154452 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 2,251.05 321057 10/2/2024 100314 GREAT LAKES COCA-COLA DISTRIBU 103.46 CUPS 474694 43234470004 2270.6422 GOLF-KITCHEN SUPPLIES GOLF FOOD&BEVERAGE 808.20 COCA COLA 474760 43351384008 2270.6421 GOLF-NON ALCOHOLIC BEVERAGES GOLF FOOD&BEVERAGE 911.66 321058 10/2/2024 159119 GROUP HEALTH NON PATIENT AR R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/2/2024 7:55:58 Council Check Register by GL Page- 15 Council Check Register by Invoice&Summary 9/12/2024 -- 10/4/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 321058 10/2/2024 159119 GROUP HEALTH NON PATIENT AR Continued... 612.00 EAP AUGUST 2024 474725 7063133 9000.2115 ACCRUED MEDICAL INSURANCE PAYROLL CLEARING BAL SHEET 612.00 EAP SEPT 2024 474724 7068119 9000.2115 ACCRUED MEDICAL INSURANCE PAYROLL CLEARING BAL SHEET 1,224.00 321059 10/2/2024 158460 HALLBERG ENGINEERING 1,037.52 FS 2 COMMISSIONING SERVICES 474731 35378 4432.6235 2021170G CONSULTANT SERVICES 2024A CAPITAL PROJECTS CIP EXP 1,037.52 321060 10/2/2024 100891 HANCO CORPORATION 190.00 MOWER TIRES 474680 15563600 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 190.00 321061 10/212024 100925 HEMPHILL,KRISTIN 371.55 6/3-8/19 MILEAGE-HEMPHILL 474728 20240819 1825.6277 MILEAGE/AUTO ALLOWANCE REC SUMMER PLAYGROUND ACTIVITY 371.55 321062 10/2/2024 108865 HERITAGE LANDSCAPE SUPPLY GROUP 1,042.53 FUNGICIDE 474864 17779333001 2235.6214 CHEMICALS GOLF COURSE MAINTENANCE 1,042.53 321063 10/2/2024 103314 INNOVATIVE OFFICE SOLUTIONS 11.08 SHARPIE&RUBBER BANDS-FIN 474748 IN4638692 1035.6210 OFFICE SUPPLIES FINANCE 46.53 ORGANIZER FOR INSPECTIONS 474748 IN4638692 1400.6210 OFFICE SUPPLIES INSPECTIONS MANAGEMENT 14.99 COMPUTER MOUSE 474681 IN4642693 1920.6210 OFFICE SUPPLIES SENIOR CENTER 92.68 TOILET PAPER/FLOOR CLEANER 474681 IN4642693 1920.6229 GENERAL SUPPLIES SENIOR CENTER 775.24 LASER PRINT PPR,PACKAGING TAPE 475012 IN4651516 1035.6210 OFFICE SUPPLIES FINANCE 940.52 321064 10/2/2024 144639 IRRIGATION DOCTOR 771.26 IRRIGATION REPAIRS-CEDAR AVE 475001 50512 1610.6249 OTHER CONTRACTUAL SERVICES STREET/BOULEVARD REPAIR&MNTC 1,097.91 IRRIGATION REPAIRS-CEDAR AVE 475011 50525 1610.6249 OTHER CONTRACTUAL SERVICES STREET/BOULEVARD REPAIR&MNTC 1,869.17 321065 10/2/2024 100939 JIRIK SOD FARMS INC 8.90- GOLF SALES TAX ADJUST 474764 9607 2235.6229 GENERAL SUPPLIES GOLF COURSE MAINTENANCE 8.90 GOLF SALES TAX ADJUST 474764 9607 2200.2330 DUE TO OTHER GOVERNMENT VALLEYWOOD GOLF 809.85 SOD 474764 9607 2235.6229 GENERAL SUPPLIES GOLF COURSE MAINTENANCE 809.85 321066 10/2/2024 152648 JOHNSON CONTROLS FIRE PROTECT R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/2/2024 7:55:58 Council Check Register by GL Page- 16 Council Check Register by Invoice&Summary 9/12/2024 -- 10/4/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 321066 10/2/2024 152648 JOHNSON CONTROLS FIRE PROTECT Continued... 8.61- CH SALES TAX ADJUST 474893 52286621 1060 6266 REPAIRS-BUILDING MUNICIPAL BLDG&GROUNDS MNTC 8.61 CH SALES TAX ADJUST 474893 52286621 1000 2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 399.88 RPL SMOKE DETECTOR PD LOWER LO 474893 52286621 1060.6266 REPAIRS-BUILDING MUNICIPAL BLDG&GROUNDS MNTC 528.50 RPR PLUG FOR ALARM BOARD FORT 475000 52294714 1540.6266 REPAIRS-BUILDING CMF BUILDINGS&GROUNDS MNTC 928.38 321067 10/2/2024 154706 KL LOMPLAN WINES INC 495.00 WINE#3 00052648 474943 292652143 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 8.75 FREIGHT#3 00052648 474944 292652143 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 450.00 WINE#1 00052648 474941 293443691 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 7.00 FREIGHT#1 00052648 474942 293443691 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 960.75 321068 10/2/2024 160865 LB APPLE VALLEY,LLC 3,387.42- LUNDS&BYERLYS APPLY ESCROW 475021 20241001 4501.5078 2022138G ESCROW-PROJECT COSTS CONSTRUCTION PROJECTS REV 3,983.00 LUNDS&BYERLYS APPLY ESCROW 475021 20241001 4501.5078 2022147G ESCROW-PROJECT COSTS CONSTRUCTION PROJECTS REV 45,676.00 LUNDS&BYERLYS FIN GUAR REDUC 475021 20241001 4501.5078 2022138G ESCROW-PROJECT COSTS CONSTRUCTION PROJECTS REV 46,271.58 321069 10/2/2024 147557 LIBATION PROJECT 240.00 WINE#3 00051923 474938 76499 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 120.00 TAX#3 00051923 474939 76499 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 12.00 FREIGHT#3 00051923 474940 76499 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 372 00 321070 10/2/2024 145429 LUBE-TECH RELIABLE PLUS INC 77.63 BULK DEF FLUID 474682 3605974 1765.6212 MOTOR FUELS/OILS PARK EQUIPMENT MAINTENANCE 77.63 BULK DEF FLUID 474682 3605974 1630.6212 MOTOR FUELS/OILS STREET EQUIPMENT MAINTENANCE 77.63 BULK DEF FLUID 474682 3605974 1350.6212 MOTOR FUELS/OILS FIRE VEHICLE MAINTENANCE 77.64 BULK DEF FLUID 474682 3605974 5390.6212 MOTOR FUELS/OILS SWR EQUIPNEHICLE MISC MNTC/RP 77.64 BULK DEF FLUID 474682 3605974 5345.6212 MOTOR FUELS/OILS WATER EQUIPNEHICLE/MISC MNTC 190.95 BULK 15W-40 OIL 475023 3607173 1350.6212 MOTOR FUELS/OILS FIRE VEHICLE MAINTENANCE 190.95 BULK 15W-40 OIL 475023 3607173 1630.6212 MOTOR FUELS/OILS STREET EQUIPMENT MAINTENANCE 190.95 BULK 15W-40 OIL 475023 3607173 1765.6212 MOTOR FUELS/OILS PARK EQUIPMENT MAINTENANCE 190.95 BULK 15W-40 OIL 475023 3607173 5345.6212 MOTOR FUELS/OILS WATER EQUIPNEHICLE/MISC MNTC 190.95 BULK 15W-40 OIL 475023 3607173 5390.6212 MOTOR FUELS/OILS SWR EQUIPNEHICLE MISC MNTC/RP 1,342.92 321071 10/2/2024 100309 MENARDS 125.94 TAMPERS AND RAKES 474892 80145 1610.6211 SMALL TOOLS&EQUIPMENT STREET/BOULEVARD REPAIR&MNTC R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/2/2024 7:55:58 Council Check Register by GL Page- 17 Council Check Register by Invoice&Summary 9/12/2024 -- 10/4/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 321071 101212024 100309 MENARDS Continued... 10.99 WRENCH 474708 80158 1930.6211 SMALL TOOLS&EQUIPMENT REDWOOD CC 11.98 WEED WHIP PART 474895 80220 1610.6211 SMALL TOOLS&EQUIPMENT STREET/BOULEVARD REPAIR&MNTC 35.98 SHELVES 474841 80222 1930.6229 GENERAL SUPPLIES REDWOOD CC 2,458.98 ROOFING FOR BUILDING 474776 80254 2220.6229 GENERAL SUPPLIES GOLF DRIVING RANGE 43.08 3/4"GEAR DRIVE 474894 80256 1610.6211 SMALL TOOLS&EQUIPMENT STREET/BOULEVARD REPAIR&MNTC 38.99 DRAIN TILE QUARRY POINT 475018 80525 1715.6229 GENERAL SUPPLIES PARK ATHLETIC FIELD MAINTENANC 17.98 INNER TUBES 474847 80572 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 21.47 LED BULBRESTROOMS 474843 80582 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 2,765.39 321072 10/2/2024 161423 MIDWEST MACHINERY CO 115.29 HYD/TRANS OIL#206 474683 10204712 1765.6212 MOTOR FUELS/OILS PARK EQUIPMENT MAINTENANCE 33.99 MOWER PARTS 474714 10210301 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 216.35 HYDRAULIC LEAK REPAIR#349 474689 10210346 1630.6265 REPAIRS-EQUIPMENT STREET EQUIPMENT MAINTENANCE 77.29 PARTS-#349 BLADES 474727 10212490 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 160.48 AC HOSE#349 474691 10214426 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 603.40 321073 10/2/2024 142814 MOLIN CONCRETE PRODUCTS CO. 3,465.82 FS2 CONSTRUCTION FINAL PAY 474729 20240831 4432.6810 2021170G CONSTRUCTION IN PROGRESS 2024A CAPITAL PROJECTS CIP EXP 3,465.82 321074 10/2/2024 100995 NAPA AUTO PARTS 112.00 BRAKE ROTORS#934 474684 5763943187 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 336.00 BRAKE ROTORS DODGE SQUADS 474829 5763943659 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 11.86 FUEL CAP#229 474828 5763944120 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 459.86 321075 1012/2024 109947 NEW FRANCE WINE CO 200.00 LIQ#3 00041046 474945 228721 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 872.00 WINE#3 00041046 474946 228721 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 15.00 FREIGHT#3 00041046 474947 228721 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,087.00 321076 10/2/2024 116683 NORTHLAND SECURITIES 1,056.25 GASLIGHT PROPERTY RFP REVIEW 474752 INVPF003 3212.6235 2024149G CONSULTANT SERVICES EDA OPERATION 1,056.25 321077 10/2/2024 114052 NOVACARE REHABILITATION 480.00 RECRUIT HEALTH ASSESSMENTS(4) 474866 847812300A 1330.6235 CONSULTANT SERVICES FIRE OPERATIONS R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/2/2024 7:55:58 Council Check Register by GL Page- 18 Council Check Register by Invoice&Summary 9/12/2024 -- 10/4/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 321077 10/2/2024 114052 NOVACARE REHABILITATION Continued... 120.00 PRE EMPLOYMENT TESTING 474896 847812300B 1600.6235 CONSULTANT SERVICES STREET MANAGEMENT 120.00 Z CHILD ONBOARDING 474850 847904379A 1710.6235 CONSULTANT SERVICES PARK MAINTENANCE MANAGEMENT 360.00 PRE EMPLOYMENT TESTING 474891 847904379B 1600.6235 CONSULTANT SERVICES STREET MANAGEMENT 1,080.00 321078 10/2/2024 127905 OFFICE OF MN.IT SERVICES 415 80 LANGUAGE LINE AUG 474754 W24080611 1200.6237 TELEPHONE/PAGERS POLICE MANAGEMENT 415.80 321079 10/2/2024 110957 O'REILLYAUTOMOTIVE INC 18.99 MOWER PARTS 474712 3245228638 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 18 99 321080 10/212024 100751 PHILLIPS WINE&SPIRITS INC 445.20 HIGH NOON 474762 6847562 2270.6429 GOLF-LIQUOR GOLF FOOD&BEVERAGE 289.68 HIGH NOON 474701 6850579 2270.6429 GOLF-LIQUOR GOLF FOOD&BEVERAGE 734.88 321081 10/2/2024 143336 PREMIER LOCATING INC 573.30 PREMIER LOCATES 9/1-9/15 475003 42759 5805.6249 OTHER CONTRACTUAL SERVICES STREET LIGHT UTILITY FUND 573.30 321082 10/2/2024 101500 PREMIUM WATERS INC 147.99 WATER 474697 310327263 2215.6229 GENERAL SUPPLIES GOLF CLUBHOUSE BUILDING 147.99 321083 10/2/2024 137314 QUALITY REFRIGERATION 12,937.50 50%DP ON WALK-IN COOLER WORK 474726 4005482 5025.6265 REPAIRS-EQUIPMENT LIQUOR#1 OPERATIONS 12,937.50 321084 10/2/2024 162520 RAMOS,RICARDO 718.00 RETURN OF ESCROW 857 ORIOLE 474840 20240927 4501.5078 2024152D ESCROW-PROJECT COSTS CONSTRUCTION PROJECTS REV 718.00 321085 10/2/2024 155420 RIES FARMS LLC 440.95 STUMP GRINDS DISPOSAL 475005 30630 4933.6735 2024140G CAPITAL OUTLAY-OTHER IMPROVEME EAB REMOVALS 440.95 321086 10/2/2024 151072 ROCKPORT,LLC 74,677.00 SEWER TRUNK OVERSIZING 474749 20240917 5402.6735 2021119G CAPITAL OUTLAY-OTHER IMPROVEME WATER/SEWER CONNECTION CHARGE R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/2/2024 7:55:58 Council Check Register by GL Page- 19 Council Check Register by Invoice&Summary 9/12/2024 -- 10/4/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 321086 10/2/2024 151072 ROCKPORT,LLC Continued... 168,076.00 WATER TRUNK OVERSIZING 474749 20240917 5402.6735 2021119G CAPITAL OUTLAY-OTHER IMPROVEME WATER/SEWER CONNECTION CHARGE 242,753.00 321087 10/2/2024 119316 RON KASSA CONSTRUCTION INC 16,437.19 '24 CONCRETE REMOVE/REPLACE#4 474865 20240917 1610.6249 2024117G OTHER CONTRACTUAL SERVICES STREET/BOULEVARD REPAIR&MNTC 16,437.19 321088 10/2/2024 162505 RUSSO,MATTHEW 161.98 MATT RUSSO UNIFORM REIMBURSE 474747 20240915 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 161.98 321089 10/2/2024 132465 SAM'S CLUB DIRECT 78.79 LIFE SNACKS INVENTORY 474737 202408271026 7203.6398 LIFE SNACKS CITY WELLNESS PROGRAM 36.06 KITCHEN SUPPLIES 474738 202409041207 2270.6422 GOLF-KITCHEN SUPPLIES GOLF FOOD&BEVERAGE 116.00 KITCHEN FOOD 474738 202409041207 2270 6420 GOLF-FOOD GOLF FOOD&BEVERAGE 29.96 COMMAND STRIPS 474735 202409061422 1340.6210 OFFICE SUPPLIES FIRE BLDG&GROUNDS MNTC 237.71 LIFE SNACKS INVENTORY 474739 20240910 7203.6398 LIFE SNACKS CITY WELLNESS PROGRAM 107.24 WATER,PAPER TOWELS KLEENEX 474736 20240919 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 47.92 FOOD FOR RESALE PACKAGING 474734 7047 1940.6540 TAXABLE MISC FOR RESALE AQUATIC SWIM CENTER 16.41 GLASS CLEANER 474740 854 2215.6229 GENERAL SUPPLIES GOLF CLUBHOUSE BUILDING 38.00 KITCHEN FOOD 474740 854 2270.6420 GOLF-FOOD GOLF FOOD&BEVERAGE 708.09 321090 10/2/2024 101752 SIGNATURE CONCEPTS INC 720.97 AVL LOGO CLOTHING 474767 470861 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 720.97 321091 10/2/2024 156003 SITEONE LANDSCAPE SUPPLY LLC 446.09 STRAW MATTING 474994 145929652001 4933.6735 2024140G CAPITAL OUTLAY-OTHER IMPROVEME EAB REMOVALS 446.09 321092 10/2/2024 162106 SOCALI MANUFACTURING INC 210.00 THC/CBD#2 00053086 469948 1586 5055.6515 THCICBD LIQUOR#2 STOCK PURCHASES 567.00 THC/CBD#3 00053086 469949 1587 5085.6515 THC/CBD LIQUOR#3 STOCK PURCHASES 777.00 321093 10/2/2024 159129 SUN THIS WEEK 500.00 REFUND SECURITY DEPOSIT 474763 77942150 1000.2410 CUSTOMER DEPOSITS GENERAL FUND BALANCE SHEET 500.00 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/2/2024 7:55:58 Council Check Register by GL Page- 20 Council Check Register by Invoice&Summary 9/12/2024 -- 10/4/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 321094 10/2/2024 159022 SWANSON 8 YOUNGDALE INC Continued... 3,384.85 FS CONSTRUCTION FINAL PAY 474730 24070103 4432.6810 2021170G CONSTRUCTION IN PROGRESS 2024A CAPITAL PROJECTS CIP EXP 3,384.85 321095 10/2/2024 154602 TENVOORDE FORD INC 44,946.94 NEW CHIEF VEHICLE 4976 474869 INV258093 7405.1750.096 TRANSPOR EQUIPMNT-8 YRS VERF-FIRE BAL SHEET 44,946.94 321096 10/2/2024 100493 VALLEY BUICK GMC INC _4,989.05 SQD 917 REPAIR CLM#375199 474999 100664 7205.6399 OTHER CHARGES INSURANCE CLAIMS 4,989.05 321097 10/2/2024 161145 VALLEY SALES INC 132.04 HVAC MODULE#337 474685 12062 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 132.04 321098 10/2/2024 162484 VECTOR SERVICES LLC 1.00 SURCHARREFUND 7367 UPPER 139TH 474718 20240910 1001.4924 ELECTRICAL PERMIT GENERAL FUND REVENUE 78.00 PARTIALREFUND 7367 UPPER 139TH 474718 20240910 1001.4924 ELECTRICAL PERMIT GENERAL FUND REVENUE 79.00 321099 10/2/2024 100502 VOLUNTEER FIREFIGHTERS BENEFIT ASSN OF M 754.00 ANNUAL RENEWAL VFBA 474875 20240923 7205.6311 INSURANCE-PROPERTY/LIABILITY INSURANCE CLAIMS 754.00 321100 10/2/2024 161089 WINDOW NATION LLC 1.00 SURCHAREREFUND6645 154TH ST W 474834 20240917 1001.4072 STATE SURTAX COLLECTED GENERAL FUND REVENUE 96.45 PARTIALREFUND6645 154TH ST W 474834 20240917 1001.4060 PERMIT-BUILDING PERMIT GENERAL FUND REVENUE 97.45 321101 10/2/2024 100521 WINE MERCHANTS 384.00 WINE#3 00022992 474984 7488351 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 1.25 FREIGHT#3 00022992 474985 7488351 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 280.00 WINE#3 00022992 474986 7488352 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 2.50 FREIGHT#3 00022992 474987 7488352 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 102.00 WINE#1 00022992 474978 7489205 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 1.25 FREIGHT#1 00022992 474979 7489205 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 352.00 WINE#3 00022992 474988 7489206 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 3.75 FREIGHT#3 00022992 474989 7489206 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 120.00 WINE#1 00022992 474980 7490008 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 1.46 FREIGHT#1 00022992 474981 7490008 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/2/2024 7:55:58 Council Check Register by GL Page- 21 Council Check Register by Invoice&Summary 9/12/2024 -- 10/4/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 321101 10/2/2024 100521 WINE MERCHANTS Continued... 240.00 WINE#2 00022992 474982 7490136 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1.56 FREIGHT#2 00022992 474983 7490136 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 536.00 WINE#3 00022992 474990 7490137 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 6.25 FREIGHT#3 00022992 474991 7490137 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 2,032.02 321102 10/2/2024 100363 XCEL ENERGY 81.23 SL ELECTRIC JCRR NORTH CR 42 474853 5100130856011 SE 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND PT24 8.18 ROUNDABOUT SPKLR JCRR&159TH 474861 5100139897905SE 1610.6255 UTILITIES-ELECTRIC STREET/BOULEVARD REPAIR&MNTC PT24 122.36 SL ELECTRIC-147TH&JCR 474854 5104562347SEPT2 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND 4 211.77 20240931 9/27/2024 148015 EMPOWER 215.00 MNDCP-ROTH 457 CONTRIBUTIONS 474635 925241125258 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 2,735.00 MNDCP-457 CONTRIBUTIONS 474635 925241125258 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 2,950.00 20240932 9/27/2024 148869 EMPOWER(HCSP) 314.35 SERGEANT HCSP FUNDING-GROSS WA 474636 925241125259 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 871.47 AFSCME HCSP FUNDING-GROSS WAGE 474636 925241125259 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,220.80 HCSP FUNDING-ANN LV/COMP 474636 925241125259 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,281.86 ADMIN HCSP FUNDING-GROSS WAGES 474636 925241125259 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,433.61 SCH 2 HCSP FUNDING-GROSS WAGES 474636 925241125259 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,712.51 POLICE HCSP FUNDING-GROSS WAGE 474636 925241125259 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL.SHEET 1,774.23 SCH 1 HCSP FUNDING-GROSS WAGES 474636 925241125259 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 8,608.83 20240933 9/30/2024 102664 US BANK 12,350.03 EMPLOYEE MEDICARE 474633 925241125256 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 12,350.03 CITY SHARE MEDICARE 474633 925241125256 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 34,184.30 EMPLOYEE FICA 474633 925241125256 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 34,184.30 CITY SHARE FICA 474633 925241125256 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 83,457.24 FEDERAL TAXES PR 474633 925241125256 9000.2111 ACCRUED FEDERAL/FICA PAYROLL CLEARING BAL SHEET 176,525.90 20240934 9/27/2024 101238 MINNESOTA CHILD SUPPORT PAYMEN 443.00 CHILD SUPPORT DEDUCTIONS 474632 925241125255 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/2/2024 7:55:58 Council Check Register by GL Page- 22 Council Check Register by Invoice&Summary 9/12/2024 -- 10/4/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20240934 9/27/2024 101238 MINNESOTA CHILD SUPPORT PAYMEN Continued... 443.00 20240935 9/30/2024 100657 MN DEPT OF REVENUE 37,445.49 STATE TAX WITHHOLDING 474631 925241125254 9000.2112 ACCRUED STATE W/H PAYROLL CLEARING BAL SHEET 37,445.49 20240936 9/30/2024 100392 PUBLIC EMPLOYEES RETIREMENT AS 67,817.71 EMPLOYEE SHARE PERA 474630 925241125253 9000.2114 ACCRUED PERA PAYROLL CLEARING BAL SHEET 89,558.31 CITY SHARE PERA 474630 925241125253 9000.2114 ACCRUED PERA PAYROLL CLEARING BAL SHEET 157,376.02 20240937 9/27/2024 157977 WEX HEALTH INC 8,376.03 HSA EMPLOYEE FUNDING 474628 9252411252511 9000.2125 ACCRUED HSA/HRA BENEFIT PAYROLL CLEARING BAL SHEET 8,376.03 20240938 9/27/2024 100009 AFSCME COUNCIL#5 1,296.45 UNION DUES 473690 911241146051 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 1,296.45 UNION DUES 474626 925241125251 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 2,592.90 20240939 9/27/2024 151440 VANTAGEPOINT TRANSFER AGENTS 5,403.11 ROTH 457-PLAN#301171-FIRE TOO 474627 9252411252510 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 5,403.11 20240940 9/27/2024 100240 VANTAGEPOINT TRANSFER AGENTS-457 FT 25,587.88 ICMA-PLAN#301171-FIRE TOO 474629 925241125252 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 25,587.88 20240941 9/27/2024 126459 VANTAGEPOINT TRANSFER AGENTS-ROTH 2,495.01 ROTH IRA-PLAN#705481 474634 925241125257 9000.2120 ACCRUED BENEFIT LIABILITY PAYROLL CLEARING BAL SHEET 2,495.01 20240942 9/2512024 157977 WEX HEALTH INC 310.75 HSA MONTHLY 474638 20185621N 7205.6235 CONSULTANT SERVICES INSURANCE CLAIMS 333.75 BENEFITS SOLUTION 474638 20185621N 7205.6235 CONSULTANT SERVICES INSURANCE CLAIMS 644.50 20240943 9/16/2024 157977 WEX HEALTH INC 326.93 FLEX SPENDING DAYCARE 2024 474639 20240916 9000.2119 ACCRUED FLEX SPENDING PAYROLL CLEARING BAL SHEET 326.93 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/2/2024 7:55:58 Council Check Register by GL Page- 23 Council Check Register by Invoice&Summary 9/12/2024 -- 10/4/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20240943 9/16/2024 157977 WEX HEALTH INC Continued... 20240944 9/23/2024 157977 WEX HEALTH INC 3,456.31 FLEX SPENDING DAYCARE 2024 474640 20240923 9000.2119 ACCRUED FLEX SPENDING PAYROLL CLEARING BAL SHEET 3,456.31 20240945 9/12/2024 157977 WEX HEALTH INC 70.11 FLEX SPENDING MEDICAL 2024 474641 20240912 9000.2119 ACCRUED FLEX SPENDING PAYROLL CLEARING BAL SHEET 70.11 1,084,646.61 Grand Total Payment Instrument Totals Checks 566,000.83 EFT Payments 432,302.02 A/P ACH Payment 86,343.76 Total Payments 1,084,648.61 Apo 1Z R55CKS2 LOGIS100 CITY OF APPLE VALLEY 10/2/2024 7:56:01 Note: Payment amount may not reflect the actual amount due to data sequencing and/or data selection. Council Check Summary Page- 9/12/2024 - 10/4/2024 Company Amount 01000 GENERAL FUND 124,306 66 02025 ROAD ESCROW FUND 1,024.65 02040 SOLID WASTE GRANT 24.16 02200 VALLEYWOOD GOLF FUND 15,276.70 02300 PARKS REFERENDUM FUND 962.04 03210 EDA OPERATIONS FUND 1,056.25 04430 2024A CAPITAL PROJECT CIP FUND 25,092.59 04500 CONSTRUCTION PROJECTS 94,938.58 04900 PHYSICAL IMPROVEMENTS ESCROW F 21,374.00 04930 FUTURE CAPITAL PROJECTS 1,151.04 05000 LIQUOR FUND 61,809.12 05200 ARENA FUND 1,611.57 05300 WATER&SEWER FUND 2,835.41 05400 WATER/SEWER CONNECTION CHG FUN 242,753.00 05500 STORM DRAINAGE UTILITY FUND 3,820.24 05600 CEMETERY FUND LEVEL PROGRAM 149.60 05800 STREET LIGHT UTIL FUND 908.49 07200 RISK MANAGEMENT/INSURANCE FUND 6,704.05 07405 VERF-FIRE 45,966.94 09000 PAYROLL CLEARING FUND 432,881.52 Report Totals 1,084,646.61 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 1 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 32845 10/11/2024 145130 1 CLEAN CONSCIENCE 1,100.00 EDUBLDG-CLEANING SEPT 475189 9SEPT24 2092.6240 CLEANING SERVICE/GARBAGE EDUCATION BUILDING FUND 1,100.00 32846 10/11/2024 100101 ACE HARDWARE 7.82- DISCOUNT 475154 35013299669 5265.6333 GENERAL-CASH DISCOUNTS ARENA 2 BLDG MAINTENANCE-HAYES 78 29 TOILET AUGER 475154 35013299669 5265.6211 SMALL TOOLS&EQUIPMENT ARENA 2 BLDG MAINTENANCE-HAYES 9.09- DISCOUNT 475209 35013499346 1900.6333 GENERAL-CASH DISCOUNTS AV COMMUNITY CENTER 90.96 AVCC SQUEEGEE&MISC 475209 35013499346 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER 2.87- DISCOUNT 475155 35013499697 1920.6333 GENERAL-CASH DISCOUNTS SENIOR CENTER 28.72 EXTRA GATE KEYS MADE 475155 35013499697 1920.6229 GENERAL SUPPLIES SENIOR CENTER 2.99- DISCOUNT 475665 35013799714 1920.6333 GENERAL-CASH DISCOUNTS SENIOR CENTER 29.99 LAWN FERTILIZER 475665 35013799714 1920.6229 GENERAL SUPPLIES SENIOR CENTER 6.39- DISCOUNT 475156 35013999668 1610.6333 GENERAL-CASH DISCOUNTS STREET/BOULEVARD REPAIR&MNTC 63.94 TOOL HANDLES 475156 35013999668 1610.6211 SMALL TOOLS&EQUIPMENT STREET/BOULEVARD REPAIR&MNTC 2.70- DISCOUNT 475208 35013999688 1610.6333 GENERAL-CASH DISCOUNTS STREET/BOULEVARD REPAIR&MNTC 27.09 SHOP NITRILE GLOVES,MISC 475208 35013999688 1610.6229 GENERAL SUPPLIES STREET/BOULEVARD REPAIR&MNTC 9.50- DISCOUNT 475664 35013999712 1630.6333 GENERAL-CASH DISCOUNTS STREET EQUIPMENT MAINTENANCE 95.00 REPAIR OF LEAF BLOWER 475664 35013999712 1630.6265 REPAIRS-EQUIPMENT STREET EQUIPMENT MAINTENANCE 10.00 BEE KILLER LIFT 3 GEN 475207 35014099658 5380.6229 GENERAL SUPPLIES SEWER LIFT STN REPAIR&MNTC 382.63 32847 10/11/2024 147453 ADAM'S PEST CONTROL INC 88.07 PEST CONTROL @ WELL#3 475061 3949222 5320.6249 OTHER CONTRACTUAL SERVICES WATER WELL/BOOSTER STN MNT/RPR 6.09- UTIL SALES TAX ADJUST 475108 3990323 5325.6249 OTHER CONTRACTUAL SERVICES WATER TREATMENT FCLTY MNTC/RPR 6.09 UTIL SALES TAX ADJUST 475108 3990323 5300.2330 DUE TO OTHER GOVERNMENT WATER&SEWER FUND BAL SHEET 81.09 WTP PEST CONTROL MONTHLY 475108 3990323 5325.6249 OTHER CONTRACTUAL SERVICES WATER TREATMENT FCLTY MNTC/RPR 18.69- UTIL SALES TAX ADJUST 475107 3990324 5320.6249 OTHER CONTRACTUAL SERVICES WATER WELUBOOSTER STN MNT/RPR 18.69 UTIL SALES TAX ADJUST 475107 3990324 5300.2330 DUE TO OTHER GOVERNMENT WATER&SEWER FUND BAL SHEET 248.69 PEST CONTROL WELL HOUSES 475107 3990324 5320.6249 OTHER CONTRACTUAL SERVICES WATER WELL/BOOSTER STN MNT/RPR 417.85 32848 10/11/2024 153995 AMAZON CAPITAL SERVICES 192.33 CLEANING PRODUCTS FOR CMF 475199 17DY1LDRMJ9F 1540.6229 GENERAL SUPPLIES CMF BUILDINGS&GROUNDS MNTC 49.49 CLOCK FOR OUTDOOR VOLLEYBALL 475129 1JYJ14XYQ19F 1860.6229 GENERAL SUPPLIES REC VOLLEYBALL 188.09 CLEANING PRODUCTS FOR CMF 475173 1V7MDHWWR6X3 1540.6229 GENERAL SUPPLIES CMF BUILDINGS&GROUNDS MNTC 64.99 SOD CUTTER BLADE 475147 1WDRJDK4G96C 1720.6211 SMALL TOOLS&EQUIPMENT PARK GROUNDS MAINTENANCE 54.58 KLEIN HAND TOOLS 475181 1YRHHPXK3YY9 1030.6211 SMALL TOOLS&EQUIPMENT INFORMATION TECHNOLOGY 549.48 32849 10/11/2024 141748 BASER&PL UMPIRES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 2 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 32849 10/11/2024 141748 BASER&PL UMPIRES Continued... 2,236.00 SOFTBALL OFFICIALS 9/16-9/30 475218 20241001 1850.6249 OTHER CONTRACTUAL SERVICES REC SOFTBALL 2,236.00 32850 10/11/2024 123153 BESSE,DARRIN 23.00 WATER LICENSE CERT-BESSE 475117 20240930 5305.6280 DUES&SUBSCRIPTIONS WATER MGMT/REPORT/DATA ENTRY 23.00 32851 10/11/2024 101562 CDW GOVERNMENT INC 20.83- GOLF USE TAX 475186 AA67Z2W 2200.2330 DUE TO OTHER GOVERNMENT VALLEYWOOD GOLF 20.83 GOLF USE TAX 475186 AA67Z2W 2205.6211 SMALL TOOLS&EQUIPMENT GOLF MANAGEMENT 303.05 NETWORK PRINTER 475186 AA67Z2W 2205.6211 SMALL TOOLS&EQUIPMENT GOLF MANAGEMENT 77 34 DESKTOP SWITCH 475084 AA6BF1P 1030.6211 SMALL TOOLS&EQUIPMENT INFORMATION TECHNOLOGY 28.14- GOLF USE TAX 475607 AA7FI8C 2200.2330 DUE TO OTHER GOVERNMENT VALLEYWOOD GOLF 28.14 GOLF USE TAX 475607 AA7FI8C 2205.6229 GENERAL SUPPLIES GOLF MANAGEMENT 409.36 NETWORK CABINET 475607 AA7FI8C 2205.6229 GENERAL SUPPLIES GOLF MANAGEMENT 28.53- GOLF USE TAX 475606 AA7NK2E 2200.2330 DUE TO OTHER GOVERNMENT VALLEYWOOD GOLF 28.53 GOLF USE TAX 475606 AA7NK2E 2205.6211 SMALL TOOLS&EQUIPMENT GOLF MANAGEMENT 415.05 POWER CONDITIONER VALLEYWOOD 475606 AA7NK2E 2205.6740 CAPITAL OUTLAY-MACH/EQ/OTHER GOLF MANAGEMENT 1,204.80 32852 10/11/2024 100102 COLLEGE CITY BEVERAGE 1,277.50 LIQ#1 00000114 475264 1063653 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 190.00 THC/CBD#1 00000114 475265 1063655 5015.6515 THC/CBD LIQUOR#1 STOCK PURCHASES 4,224.40 BEER#1 00000114 475266 1063655 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 33.30 TAX#1 00000114 475267 1063655 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 119.00 LIQ#2 00000114 475289 1063724 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 94.00 THC#2 00000114 475290 1063725 5055.6515 THC/CBD LIQUOR#2 STOCK PURCHASES 2,934.90 BEER#2 00000114 475291 1063725 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 40.80 TAX#2 00000114 475292 1063725 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 7.58- CMBEER#3 00000114 475303 1063986 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 197.40 WINE#3 00000114 475304 1063987 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 3,867.50 BEER#3 00000114 475305 1063988 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 158.55 TAX#3 00000114 475306 1063988 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 27.00 NTAX#3 00000114 475307 1063988 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 66.55- CMBEER#2 00000114 475293 1065048 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 3,759.70 LIQ#3 00000114 475308 1065150 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 215.00 WINE#3 00000114 475309 1065150 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 1,665.00 LIQ#1 00000114 475271 1066054 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 465.00 THC/CBD#1 00000114 475272 1066054 5015.6515 THC/CBD LIQUOR#1 STOCK PURCHASES 619.17 THC/CBD#1 00000114 475273 1066055 5015.6515 THC/CBD LIQUOR#1 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 3 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 32852 10/11/2024 100102 COLLEGE CITY BEVERAGE Continued... 5,108.85 BEER#1 00000114 475274 1066055 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 153.25 TAX#1 00000114 475275 1066055 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 32 75 NTAX#1 00000114 475276 1066055 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 191.00 BEER#1 00000114 475270 1066068 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 84.17- CMBEER#1 00000114 475268 1066080 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 119.00 LIQ#2 00000114 475294 1066193 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 3,281.40 BEER#2 00000114 475295 1066194 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 1,355.60 THC#3 00000114 475310 1066312 5085.6515 THC/CBD LIQUOR#3 STOCK PURCHASES 5,755.90 BEER#3 00000114 475311 1066312 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 183.15 TAX#3 00000114 475312 1066312 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 208.88- CMBEER#1 00000114 475279 1068425 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 215.80 THC/CBD#1 00000114 475280 1068426 5015.6515 THC/CBD LIQUOR#1 STOCK PURCHASES 10,813.15 BEER#1 00000114 475281 1068426 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 153.04 TAX#1 00000114 475282 1068426 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 54.00 NTAX#1 00000114 475283 1068426 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 316.40 LIQ#1 00000114 475277 1068446 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 465.00- CMWINE#1 00000114 475278 1068446 5015 6520 WINE LIQUOR#1 STOCK PURCHASES 351.87- CMBEER#2 00000114 475296 1068498 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 462.50 LIQ#2 00000114 475297 1068499 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 2,063.05 BEER#2 00000114 475298 1068500 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 76.10 TAX#2 00000114 475299 1068500 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 210.40 CRBLISS 475093 1068616 2270.6429 GOLF-LIQUOR GOLF FOOD&BEVERAGE 82.00 ARNIE 475213 1068617 2270.6421 GOLF-NON ALCOHOLIC BEVERAGES GOLF FOOD&BEVERAGE 995.80 CC BEER 475213 1068617 2270.6419 GOLF-BEER GOLF FOOD&BEVERAGE 810.20 THC#3 00000114 475315 1068640 5085.6515 THC/CBD LIQUOR#3 STOCK PURCHASES 5,823.70 BEER#3 00000114 475316 1068640 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 126.60 TAX#3 00000114 475317 1068640 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 86.75 NTAX#3 00000114 475318 1068640 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 259.40 LIQ#3 00000114 475313 1068641 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 250.00 WINE#3 00000114 475314 1068641 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 1,656.00 LIQ#1 00000114 475284 1070789 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 127.60 THC/CBD#1 00000114 475285 1070790 5015.6515 THC/CBD LIQUOR#1 STOCK PURCHASES 4,934.75 BEER#1 00000114 475286 1070790 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 160.99 TAX#1 00000114 475287 1070790 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 59.75 NTAX#1 00000114 475288 1070790 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 3,293.15 LIQ#2 00000114 475302 1070828 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 2,803.30 BEER#2 00000114 475300 1070829 5055.6530 BEER LIQUOR#2 STOCK PURCHASES 117.00 TAX#2 00000114 475301 1070829 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 2,502.40 LIQ#3 00000114 475319 1070946 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES R55CKR2 LOGIS701 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 4 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 32852 10/11/2024 100102 COLLEGE CITY BEVERAGE Continued... 6,020.60 BEER#3 00000114 475320 1070947 5085.6530 BEER LIQUOR#3 STOCK PURCHASES 236.35 TAX#3 00000114 475321 1070947 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 119.00 CUTWATER 475095 1071015 2270.6429 GOLF-LIQUOR GOLF FOOD&BEVERAGE 41.00 ARNIE PALMER NA 475243 1071017 2270.6421 GOLF-NON ALCOHOLIC BEVERAGES GOLF FOOD&BEVERAGE 417.25 CC BEER 475243 1071017 2270.6419 GOLF-BEER GOLF FOOD&BEVERAGE 16.25 BEER#1 00000114 475269 191200567 5015.6530 BEER LIQUOR#1 STOCK PURCHASES 80,189.35 32853 10/11/2024 151767 CONFLUENCE 8,675.00 KELLEY PK PROF.SERV TO 9-20-24 475222 30188 2349.6235 PR230064 CONSULTANT SERVICES KELLEY PARK 19,020.00 HAYES PK PROF SERV TO 9-20-24 475224 30189 2309.6235 PR230064 CONSULTANT SERVICES HAYES BASEBALL/SOFTBALL COMPLX 29,352.50 REDWOOD PK PROF SERV 9-20-24 475223 30190 2360.6235 PR230064 CONSULTANT SERVICES REDWOOD PARK 57,047.50 32854 10/11/2024 119052 CUSTOM HOSE TECH INC 29.85 REPL FITTINGS-PRESSURE WASHER 475097 122066 5390.6215 EQUIPMENT-PARTS SWR EQUIPNEHICLE MISC MNTC/RP 29.85 32855 10/11/2024 122849 DAKOTA 911 73,281.00 DAKOTA 911 FEE-NOV 475600 AR0000000025 1200.6249 OTHER CONTRACTUAL SERVICES POLICE MANAGEMENT 73,281.00 32856 10/11/2024 100128 DAKOTA ELECTRIC ASSOCIATION 45.87 COBBLESTONE LK PKY LIGHTS SEPT 475653 200001029347SEP 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND T24 170.15 QUARRY POINT TOWER SEPT 475654 2000010368885EP 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/RPR T24 251.40 VALLEYWOOD MAINT BLDG SEPT 475655 200001348960SEP 2230.6255 UTILITIES-ELECTRIC GOLF SHOP BUILDING MAINTENANCE T24 150.55 VALLEYWOOD RESERVOIR SEPT 475636 200002244242SEP 5320.6255 UTILITIES-ELECTRIC WATER WELL/BOOSTER STN MNT/RPR T24 153.74 15298 153RD ST LIGHTS SEPT 475637 200003155579SEP 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND T24 51.27 15850 DRAWSTONE TRL LIGHTS SEP 475638 200003472842SEP 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND T24 52.71 15750 DIAMOND WAY LIGHTS SEPT 475639 200003472859SEP 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND T24 37.44 15745 COBBLESTONE LK PKY LIGHT 475640 200003472867SEP 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND T24 19.04 158TH/DIAMOND PATH MOONLIGHT S 475641 200003472875SEP 5805 6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 5 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 32856 10/11/2024 100128 DAKOTA ELECTRIC ASSOCIATION Continued... T24 74.29 COBBLESTONE LK PKY LIGHTS SEPT 475642 200003571957SEP 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND T24 51.88 FOUNDERS/GALAXIE SIGNAL SEPT 475649 2000037774305EP 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND T24 34.15 GALAXIE/FOUNDER LN SPRKLR SEPT 475650 2000039199255EP 1610.6255 UTILITIES-ELECTRIC STREET/BOULEVARD REPAIR&MNTC T24 306.69 15281 FOUNDERS BLVD LIGHTS SEP 475651 200004198750SEP 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND T24 379.48 LIFT STN STRM SWR GALAXIE SEPT 475652 200004229209SEP 5505.6255 UTILITIES-ELECTRIC STORM DRAIN MNTC/RPR/SUMPS T24 3,249.19 VALLEYWOOD CLUBHOUSE SEPT 475643 200004985206SEP 2215.6255 UTILITIES-ELECTRIC GOLF CLUBHOUSE BUILDING T24 28.40 COBBLESTONE N 2ND ADDITION SEP 475644 200005663463SEP 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND T24 36.08 COBBLESTONE N 2ND ADDITION SEP 475645 200005663471SEP 5805.6545 NON-TAXABLE MISC FOR RESALE STREET LIGHT UTILITY FUND T24 5,092.33 32857 10/11/2024 117768 DRAIN PRO PLUMBING 480.24 VALLEYWOOD URINAL REPAIR 475241 76214 2215.6266 REPAIRS-BUILDING GOLF CLUBHOUSE BUILDING 480.24 32858 10/11/2024 101365 ECM PUBLISHERS INC 355.20 CLERK SPECIAL ASSESS ROLL 475617 1016471 1015.6239 PRINTING CITY CLERK/ELECTIONS 355.20 32859 10/11/2024 100685 EMERGENCY APPARATUS MAINTENANC 418.63 AUTO EJECT-4984 475130 132930 1350.6215 EQUIPMENT-PARTS FIRE VEHICLE MAINTENANCE 418.63 32860 10/11/2024 144557 EXECUTIVE OUTDOOR SERVICES LLC 260.00 GASLIGHT-MOWING-SEPT 475661 2691 3212.6249 2024149G OTHER CONTRACTUAL SERVICES EDA OPERATION 1,750.00 FS1 AND FS3 LAWN SERVICE-SEP 475133 2692 1340.6249 OTHER CONTRACTUAL SERVICES FIRE BLDG&GROUNDS MNTC 300.00 LS#2 MOWING SEPT 475225 2694 5065.6249 OTHER CONTRACTUAL SERVICES LIQUOR#2 OPERATIONS 510.67 MOWING LS#3 SEPT 475225 2694 5095.6249 OTHER CONTRACTUAL SERVICES LIQUOR#3 OPERATIONS 3,583.32 CEMETERY MOWING CONTRACT SEPT 475247 2695 5605.6249 OTHER CONTRACTUAL SERVICES CEMETERY 6,403.99 32861 10/11/2024 120313 FASTENAL COMPANY R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page 6 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 32861 10/11/2024 120313 FASTENAL COMPANY Continued... 154.57 SIGN HARDWARE 475106 MNLAK206792 1680.6229 GENERAL SUPPLIES TRAFFIC SIGNS/SIGNALS/MARKERS 443.62 HYDRANT REPAIR BOLTS&NUTS 475251 MNTC1289819 5330.6215 EQUIPMENT-PARTS WTR MAIN/HYDRANT/CURB STOP MNT 47 87 BATTERIES-FINANCE 475151 MNTC1290035 1035.6215 EQUIPMENT-PARTS FINANCE .72- LIQ1 USE TAX 475151 MNTC1290035 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET .72 LIQ1 USE TAX 475151 MNTC1290035 5025.6215 EQUIPMENT-PARTS LIQUOR#1 OPERATIONS 10.42 BATTERIES-LIQ 1 475151 MNTC1290035 5025.6215 EQUIPMENT-PARTS LIQUOR#1 OPERATIONS 31.26 BATTERIES-UTILITIES 475151 MNTC1290035 5305.6215 EQUIPMENT-PARTS WATER MGMT/REPORT/DATA ENTRY 687.74 32862 10/11/2024 100420 FISCHER MINING,LLC 330.13 QP DRAIN TILE SUPPLIES 475660 177098 1715.6229 GENERAL SUPPLIES PARK ATHLETIC FIELD MAINTENANC 133.01 SEWER REPAIR 7853 131ST 475139 177228 5375.6229 GENERAL SUPPLIES SEWER MAINTENANCE AND REPAIR 47.25- GOLF USE TAX 475250 177312 2200.2330 DUE TO OTHER GOVERNMENT VALLEYWOOD GOLF 47.25 GOLF USE TAX 475250 177312 2235.6229 GENERAL SUPPLIES GOLF COURSE MAINTENANCE 687.24 MORTAR SAND 475250 177312 2235.6229 GENERAL SUPPLIES GOLF COURSE MAINTENANCE 1.150.38 32863 10/11/2024 134313 HEYNE,RICHARD J 42.88 SEPT MILEAGE-HEYNE 475116 20240919 5005.6277 MILEAGE/AUTO ALLOWANCE LIQUOR GENERAL OPERATIONS 42.88 32864 10/11/2024 137297 HUMERATECH 732.00 HVAC REPAIRS 475231 240968 2215.6266 REPAIRS-BUILDING GOLF CLUBHOUSE BUILDING 732.00 32865 10/11/2024 100242 INDEPENDENT BLACK DIRT CO 132.00 BLACK DIRT 475086 36785 4932.6735 2024140G CAPITAL OUTLAY-OTHER IMPROVEME FUTURE CAPITAL PROJECTS 132.00 BLACK DIRT 475085 36786 4932.6735 2024140G CAPITAL OUTLAY-OTHER IMPROVEME FUTURE CAPITAL PROJECTS 264.00 BLACK DIRT 475152 36870 4932.6735 2024140G CAPITAL OUTLAY-OTHER IMPROVEME FUTURE CAPITAL PROJECTS 528.00 32866 10/11/2024 101796 INTERSTATE BATTERY SYSTEM OF M 216.97 BATTERY#117 475200 220074745 1510.6216 VEHICLES-TIRES/BATTERIES PW ENGINEERING&TECHNICAL 218.97 32867 10/11/2024 131791 IRRIGATION BY DESIGN INC 357.29 EDUBLDG-IRRIGATION 475662 35671 2092.6249 OTHER CONTRACTUAL SERVICES EDUCATION BUILDING FUND 357.29 32868 10/11/2024 100254 JOHN HENRY FOSTER MINNESOTA R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 7 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 32868 10/11/2024 100254 JOHN HENRY FOSTER MINNESOTA Continued... 363.24 COMPRESSOR OIL,FILTER&AIR 475140 1072474500 5325.6215 EQUIPMENT-PARTS WATER TREATMENT FCLTY MNTC/RPR 363.24 32869 10/11/2024 156025 JOHNSON,JORDAN 48.91 SEPTEMBER MILEAGE-JOHNSON 475115 20240928 2205.6277 MILEAGE/AUTO ALLOWANCE GOLF MANAGEMENT 48.91 32870 10/11/2024 148457 LEGACY COMPANIES INC 517.50 LS#3 FIX CONDENSATION\FLUSH 475614 SD558 5095.6266 REPAIRS-BUILDING LIQUOR#3 OPERATIONS 1,622.63 LS#3 HVAC REPAIRS 475615 SD579 5095.6266 REPAIRS-BUILDING LIQUOR#3 OPERATIONS 2,140.13 32871 10/11/2024 154223 LIGHTNING DISPOSAL,INC. 769.04 SPECIAL WASTE DUMPSTER 475190 664294 5375.6240 CLEANING SERVICE/GARBAGE REMOVSEWER MAINTENANCE AND REPAIR 769.04 32872 10/11/2024 100289 LOGIS 29,503.92- STATE WAN CREDIT 475079 28000 1040.6399 OTHER CHARGES DATA PROCESSING 5,971.70- GOPHER STATE ONE CALL CREDIT 475079 28000 1030.6249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY 386.10 GOPHER STATE ONE CALLS 475079 28000 1030.6249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY 570.22 STATE WAN/INTERNET 12/23-3/24 475079 28000 1040.6399 OTHER CHARGES DATA PROCESSING 2,043.66 FIBER LOCATES Q1 475079 28000 1030.6249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY 5,971.70 GOPHER STATE TO BE CREDITED 475079 28000 1030.6249 OTHER CONTRACTUAL SERVICES INFORMATION TECHNOLOGY 12,692.50 FIBER VALLEYWOOD MAINT 475079 28000 1001.5340 REFUNDS&REIMBURSEMENTS GENERAL FUND REVENUE 29,503.92 STATE WAN TO BE CREDITED 475079 28000 1040.6399 OTHER CHARGES DATA PROCESSING 21,815.02 FIBER FS#2 475079 28000 4432.6810 2021170G CONSTRUCTION IN PROGRESS 2024A CAPITAL PROJECTS CIP EXP 172.30 STATE WAN/INTERNET 12/23-3/24 475079 28000 5005.6399 OTHER CHARGES LIQUOR GENERAL OPERATIONS 77.94 STATE WAN/INTERNET 12/23-3/24 475079 28000 5205.6399 OTHER CHARGES ARENA 1 MANAGEMENT 410.24 STATE WAN/INTERNET 12/23-3/24 475079 28000 5305.6399 OTHER CHARGES WATER MGMT/REPORT/DATA ENTRY 410.24 STATE WAN/INTERNET 12/23-3/24 475079 28000 5365.6399 OTHER CHARGES SEWER MGMT/REPORTS/DATA ENTRY 19,350.00 FIBER TO SAN LS 10 475079 28000 5365.6735 CAPITAL OUTLAY-OTHER IMPROVEME SEWER MGMT/REPORTS/DATA ENTRY 80,157.50 FIBER TO WELL 7,13,16&HWAY 475079 28000 5305.6735 2022143G CAPITAL OUTLAY-OTHER IMPROVEME WATER MGMT/REPORT/DATA ENTRY 1,917.00 FIBER TO WELL 16 475082 72002 5305.6735 2022143G CAPITAL OUTLAY-OTHER IMPROVEME WATER MGMT/REPORT/DATA ENTRY 3,540.00 FIBER TO SAN LS 10 475083 72003 5365.6735 CAPITAL OUTLAY-OTHER IMPROVEME SEWER MGMT/REPORTS/DATA ENTRY 143,542.72 32873 10/11/2024 100293 MACQUEEN EQUIPMENT 105.75 SWEEPER PARTS 475104 P60050 5505.6215 EQUIPMENT-PARTS STORM DRAIN MNTC/RPR/SUMPS 105.75 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 8 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 32874 10/11/2024 100299 MASTER ELECTRIC CO Continued... 1,214.16 STARTER INSTALL LIFT 1 PUMP2 475238 SD53009 5380.6265 REPAIRS-EQUIPMENT SEWER LIFT STN REPAIR&MNTC 152.16 WIRE AMI REPEATER LIFT 9 475239 SD53011 5330.6215 EQUIPMENT-PARTS WTR MAIN/HYDRANT/CURB STOP MNT 590.00 WIRE AMI REPEATER LIFT 9 475239 SD53011 5330.6265 REPAIRS-EQUIPMENT WTR MAIN/HYDRANT/CURB STOP MNT 320.00 TROUBLE SHOOTING BENSHAW START 475103 SD53012 5380.6265 REPAIRS-EQUIPMENT SEWER LIFT STN REPAIR&MNTC 387.50 PENNOCK SHORES STARTER REPAIR 475142 SD53013 5506.6265 REPAIRS-EQUIPMENT STORM LIFT STN MNTC/RPR 3,900.00 WTP ARC FLASH TESTING 475240 SD53122 5325.6249 OTHER CONTRACTUAL SERVICES WATER TREATMENT FCLTY MNTC/RPR 6,563.82 32875 10/11/2024 146201 MCCOLLUM,MICHAEL 306.60 VMWARE CNF-LAS VEGAS-MCCOLLUM 475197 20240830 1030.6278 SUBSISTENCE ALLOWANCE INFORMATION TECHNOLOGY 1,830.00 VMWARE CNF LAS VEGAS MCCOLLUM 475197 20240830 1030.6276 SCHOOLS/CONFERENCES/EXP OTHERINFORMATION TECHNOLOGY 106.46 4/24-9/25 MILEAGE-MCCOLLUM 475118 20240925 1030.6277 MILEAGE/AUTO ALLOWANCE INFORMATION TECHNOLOGY 2,243.06 32876 10/11/2024 156194 METRO ALARM&LOCK 1.68- LIQ1 SALES TAX ADJUST 475114 54942 5025.6249 OTHER CONTRACTUAL SERVICES LIQUOR#1 OPERATIONS 1.68 LIQ1 SALES TAX ADJUST 475114 54942 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET 145.97 LIQ1 ALARM-NOV-JAN 475114 54942 5025.6249 OTHER CONTRACTUAL SERVICES LIQUOR#1 OPERATIONS 145.97 32877 10/11/2024 100311 METRO COUNCIL ENVIRONMENTAL SV 332,335.32 WASTEWATER SVC-NOV 475601 1178030 5380.6317 METRO WASTE CONTROL PAYMENT SEWER LIFT STN REPAIR&MNTC 332,335.32 32878 10/11/2024 100348 MTI DISTRIBUTING CO 246.72 AERATOR TINES 475091 145122800 2240.6215 EQUIPMENT-PARTS GOLF EQUIPMENT MAINTENANCE 176.52 IRRIGATION SUPPLIES 475179 145185000 1715.6229 GENERAL SUPPLIES PARK ATHLETIC FIELD MAINTENANC 176.52 IRRIGATION SUPPLIES 475179 145185000 1780.6229 GENERAL SUPPLIES PARK HIGH SCHOOL#4 FIELDS 599.76 32879 10/11/2024 152003 MUELLER CO,LLC 84.00- UTIL DISCOUNT 475605 66084366 5310.6333 GENERAL-CASH DISCOUNTS WATER METER RPR/REPLACE/READNC 4,334.11 MUELLER 1"SSM METERS 475605 66084366 5310.6540 TAXABLE MISC FOR RESALE WATER METER RPR/REPLACE/READNC 4,250.11 32880 10/11/2024 157945 NICHOLS,NOEL 100.50 SEPT MILEAGE-NICHOLS 475597 20240930 5005.6277 MILEAGE/AUTO ALLOWANCE LIQUOR GENERAL OPERATIONS 100.50 32881 10/11/2024 111219 NORTHERN SAFETY TECHNOLOGY INC R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page 9 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 32881 10/11/2024 111219 NORTHERN SAFETY TECHNOLOGY INC Continued... 74.00 SQUAD REPAIR 475610 58296 1210.6265 REPAIRS-EQUIPMENT POLICE FIELD OPERATIONS/PATROL 74.00 32882 10/11/2024 154497 PETERSON,KRAIG 40.87 SEPT MILEAGE-PETERSON 475596 20240926 5005.6277 MILEAGE/AUTO ALLOWANCE LIQUOR GENERAL OPERATIONS 40.87 32883 10/11/2024 145492 PNC EQUIPMENT FINANCE,LLC 507.60 CART LEASE INTEREST 475196 2079154 7447.7015 DEBT SERVICE-INTEREST VERF-VALLEYWOOD GOLF 4,387.40 CART LEASE PRINCIPAL 475196 2079154 7445.2557 CAPITAL LEASE-CURRENT VERF-VALLEYWOOD GOLF BAL SHT 26.12 RANGE PICKER LEASE INTEREST 475090 2079155 7447.7015 DEBT SERVICE-INTEREST VERF-VALLEYWOOD GOLF 347.94 RANGE PICKER LEASE PRINCIPAL 475090 2079155 7445.2557 CAPITAL LEASE-CURRENT VERF-VALLEYWOOD GOLF BAL SHT 5,269.06 32884 10/11/2024 150718 PRO-TEC DESIGN,INC 382.50 CARD READER CONTROL REPAIR 475135 116118 5265.6265 REPAIRS-EQUIPMENT ARENA 2 BLDG MAINTENANCE-HAYES 382.50 32885 10/11/2024 158481 RED CEDAR STEEL ERECTORS INC 58,998.09 FS 2 FINAL PAYMENT 475230 20240930 4432.6810 2021170G CONSTRUCTION IN PROGRESS 2024A CAPITAL PROJECTS CIP EXP 58,998.09 32886 10/11/2024 122110 REINDERS INC 175.17 FETILIZER 475123 340559400 2235.6213 FERTILIZER GOLF COURSE MAINTENANCE 175.17 32887 10/11/2024 144815 RIHM KENWORTH 18.15 DPF FILTER GASKET#4985 475204 2183423A 1350.6215 EQUIPMENT-PARTS FIRE VEHICLE MAINTENANCE 18.15 32888 10/11/2024 159208 ROTZ,JOSEPH 180.90 MNGFOAALEXANDRIAMILEAGE-ROTZ 475198 20240927 1035.6276 SCHOOLS/CONFERENCES/EXP OTHERFINANCE 180.90 32889 10/11/2024 100645 SHAW,KAREN L 264.12 BCA CONF-ST CLOUD-SHAW 475187 20241002 1225.6276 SCHOOLS/CONFERENCES/EXP OTHERPOLICE TRAINING 264.12 32890 10/11/2024 102293 SKINNER,STEPHAN C 69.01 SEPT MILEAGE-SKINNER 475648 20240930 1700.6277 MILEAGE/AUTO ALLOWANCE PARK&RECREATION MANAGEMENT R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 10 Council Check Register by Invoice&Summary 8126/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 32890 10/11/2024 102293 SKINNER,STEPHAN C Continued... 69.01 32891 10/11/2024 100524 SOUTHERN GLAZERS WINE AND SPIRITS OF MN 62.00- LIQ#3 00050756 475571 102006 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 9.34- CMWINE#2 00050756 475585 102220 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 5,667.10 LIQ#1 00050756 475559 2530942 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1,345.32 WINE#1 00050756 475576 2530943 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 1,630.67 LIQ#2 00050756 475565 2530945 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 358.44 WINE#2 00050756 475581 2530946 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 96.00 WINE#2 00050756 475582 2530947 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 3,867.83 LIQ#3 00050756 475570 2530961 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1,277.38 WINE#3 00050756 475590 2530962 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 3,937.81 LIQ#1 00050756 475560 2533857 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 988.80 WINE#1 00050756 475577 2533858 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 1,719.51 LIQ#2 00050756 475566 2533860 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 694.72 WINE#2 00050756 475584 2533861 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 3,015.80 LIQ#3 00050756 475572 2533873 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 575.93 WINE#3 00050756 475592 2533874 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 374.59 LIQ#1 00050756 475561 2536546 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 901.88 WINE#1 00050756 475578 2536547 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 845.47 LIQ#2 00050756 475567 2536552 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 1,329.96 WINE#2 00050756 475586 2536554 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1,028.92 WINE#3 00050756 475593 2536570 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 9,711.05 LIQ#1 00050756 475562 5117309 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 640.55 LIQ#1 00050756 475563 5117310 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 47,25 LIQ#1 00050756 475564 5117314 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 3,776.47 LIQ#2 00050756 475568 5117316 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 345.95 LIQ#2 00050756 475569 5117317 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 44.99 WINE#2 00050756 475587 5117321 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 790.64 WINE#3 00050756 475594 5117344 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 4,525.30 LIQ#3 00050756 475573 5117345 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 367.55 LIQ#3 00050756 475574 5117348 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 89.98 WINE#3 00050756 475595 5117349 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 12.00- CMWINE#2 00050756 475580 9601317 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 54.00- CMWINE#3 00050756 475588 9601318 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 20.00- CMWINE#1 00050756 475575 9603097 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 40.00- CMWINE#3 00050756 475589 9603100 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 9.34- CMWINE#2 00050756 475583 9604094 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 62.00- CMWINE#3 00050756 475591 9604096 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 49,727.18 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 11 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 32891 10/11/2024 100524 SOUTHERN GLAZERS WINE AND SPIRITS OF MN Continued... 32892 10/11/2024 121326 SUMMIT FIRE PROTECTION 2,475.00 HOOD HYDRO TEST-EVERY 12 YEA 475212 2686159 2215.6265 REPAIRS-EQUIPMENT GOLF CLUBHOUSE BUILDING 2,475.00 32893 10/11/2024 101753 SYSCO MINNESOTA,INC 11.68 STRAWS 475244 547502072 2270.6422 GOLF-KITCHEN SUPPLIES GOLF FOOD&BEVERAGE 126.20 DEW 475244 547502072 2270.6421 GOLF-NON ALCOHOLIC BEVERAGES GOLF FOOD&BEVERAGE 486.70 FOOD 475244 547502072 2270.6420 GOLF-FOOD GOLF FOOD&BEVERAGE 624.58 32894 10/11/2024 100471 TOLL GAS&WELDING SUPPLY 12.75 WELDING SUPPLIES 475126 40201290 2240 6229 GENERAL SUPPLIES GOLF EQUIPMENT MAINTENANCE 12 75 32895 10H1/2024 100481 TRI-STATE BOBCAT INC 180.34 HYDRAULIC REPAIRS 475110 P25372 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 96.81 TOOLCAT MOWER PARTS 475172 P25653 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 277.15 32896 10/11/2024 100486 TWIN CITY GARAGE DOOR CO 2,159.30 FS1 GARAGE DOOR 4 SPRINGS 475131 387636465 1340.6266 REPAIRS-BUILDING FIRE BLDG&GROUNDS MNTC 2,159.30 32897 10/11/2024 155941 UTILITY CONSULTANTS INC 1,198.69 WTP LAB SUPPLIES 475248 121590 5325.6229 GENERAL SUPPLIES WATER TREATMENT FCLTY MNTC/RPR 1,198.69 32898 10/11/2024 100834 VERSATILE VEHICLES INC 34.69- GOLF USE TAX 475215 127982 2200.2330 DUE TO OTHER GOVERNMENT VALLEYWOOD GOLF 34.69 GOLF USE TAX 475215 127982 2240.6265 REPAIRS-EQUIPMENT GOLF EQUIPMENT MAINTENANCE 629.51 CART REPAIR 475215 127982 2240.6265 REPAIRS-EQUIPMENT GOLF EQUIPMENT MAINTENANCE 629.51 32899 10/11/2024 126509 WATER CONSERVATION SERVICE 356.20 14364 EMBRY PATH WM LEAK DETEC 475099 14289 5330.6249 OTHER CONTRACTUAL SERVICES WTR MAIN/HYDRANT/CURB STOP MNT 335.24 8170 134TH ST WM BREAK 475141 14325 5330.6249 OTHER CONTRACTUAL SERVICES WTR MAIN/HYDRANT/CURB STOP MNT 691.44 32900 10/11/2024 137762 WSB&ASSOCIATES INC R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 12 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 32900 10/11/2024 137762 WSB&ASSOCIATES INC Continued... 2,322.00 EROSION CONTROL INSPECTIONS 475217 R0254090004 5505.6235 CONSULTANT SERVICES STORM DRAIN MNTC/RPR/SUMPS 20,190.50 PROF SERVICES AUG 2024 475221 R0256080004 2331.6235 PR230064 CONSULTANT SERVICES COBBLESTONE LAKE PARK 22,512.50 32901 10/11/2024 161596 WTG TERRAZZO&TILE INC 3,767.00 FS 2 FINAL PAYMENT 475226 9770 4432.6810 2021170G CONSTRUCTION IN PROGRESS 2024A CAPITAL PROJECTS CIP EXP 3,767.00 321103 10/9/2024 152066 3 GUYS SEWING 53.00 UNIFORM STITCHING 475102 11328 1210.6281 UNIFORM/CLOTHING ALLOWANCE POLICE FIELD OPERATIONS/PATROL 45.00 CIU UNIFORMS 475611 11506 1210.6281 UNIFORM/CLOTHING ALLOWANCE POLICE FIELD OPERATIONS/PATROL 60.00 CIU UNIFORMS 475613 11507 1210.6261 UNIFORM/CLOTHING ALLOWANCE POLICE FIELD OPERATIONS/PATROL 206.00 CIU UNIFORMS 475612 11508 1210.6281 UNIFORM/CLOTHING ALLOWANCE POLICE FIELD OPERATIONS/PATROL 364.00 321104 10/9/2024 100030 ARNELL BUSINESS FORMS 147.50 UB DOUBLE WINDOW ENVELOPES 475136 156714 5305.6239 PRINTING WATER MGMT/REPORT/DATA ENTRY 197.50 UB DOUBLE WINDOW ENVELOPES 475136 156714 5365.6239 PRINTING SEWER MGMT/REPORTS/DATA ENTRY 345.00 321105 10/9/2024 144038 ASSOCIATION OF MINNESOTA COUNTIES 75.00 JOB AD HR MANAGER 475188 69660 1020.6239 PRINTING HUMAN RESOURCES 75.00 321106 10/9/2024 100820 AT&T MOBILITY 38.23 INSP WIRELESS DATA 475646 287318957082X10 1400.6237 TELEPHONE/PAGERS INSPECTIONS MANAGEMENT 032024 186.52 FIRE CELL PHONES 475646 287318957082X10 1330.6237 TELEPHONE/PAGERS FIRE OPERATIONS 032024 458.76 FIRE WIRELESS DATA 475646 287318957082X10 1330.6237 TELEPHONE/PAGERS FIRE OPERATIONS 032024 1,261.59 POL WIRELESS DATA 475646 287318957082X10 1205.6237 TELEPHONE/PAGERS POLICE RECORDS UNIT 032024 3,199.85 POL CELL PHONES 475646 287318957082X10 1205.6237 TELEPHONE/PAGERS POLICE RECORDS UNIT 032024 38 23 IT WIRELESS DATA 475647 287325474621X10 1030.6237 TELEPHONE/PAGERS INFORMATION TECHNOLOGY 032024 38.23 PW WIRELESS DATA 475647 287325474621X10 1500.6237 TELEPHONE/PAGERS PW MANAGEMENT 032024 41.23 POL CELL PHONE 475647 287325474621X10 1205.6237 TELEPHONE/PAGERS POLICE RECORDS UNIT R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 13 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 321106 10/9/2024 100820 AT&T MOBILITY Continued... 032024 44.84 STR CELL PHONE 475647 287325474621X10 1600.6237 TELEPHONE/PAGERS STREET MANAGEMENT 032024 44.84 ADMIN CELL PHONE 475647 287325474621X10 1010.6237 TELEPHONE/PAGERS ADMINISTRATION 032024 76.46 PK WIRELESS DATA 475647 287325474621X10 1710.6237 TELEPHONE/PAGERS PARK MAINTENANCE MANAGEMENT 032024 89.68 ENG CELL PHONES 475647 287325474621X10 1510.6237 TELEPHONE/PAGERS PW ENGINEERING&TECHNICAL 032024 114.69 STR WIRELESS DATA 475647 287325474621X10 1600.6237 TELEPHONE/PAGERS STREET MANAGEMENT 032024 118.80 PK CELL PHONES 475647 287325474621X10 1710.6237 TELEPHONE/PAGERS PARK MAINTENANCE MANAGEMENT 032024 41.23 GOLF CELL PHONE 475647 287325474621X10 2205.6237 TELEPHONE/PAGERS GOLF MANAGEMENT 032024 104.19 GOLF WIRELESS DATA 475647 287325474621X10 2205.6237 TELEPHONE/PAGERS GOLF MANAGEMENT 032024 86.07 UTIL CELL PHONES 475647 287325474621X10 5305.6237 TELEPHONE/PAGERS WATER MGMT/REPORT/DATA ENTRY 032024 382.30 UTIL WIRELESS DATA 475647 287325474621X10 5305.6237 TELEPHONE/PAGERS WATER MGMT/REPORT/DATA ENTRY 032024 6,365.74 321107 10/9/2024 101066 BANG,NATHAN T 28.54 7/2-9/30 MILEAGE-BANG 475119 20240930 1030.6277 MILEAGE/AUTO ALLOWANCE INFORMATION TECHNOLOGY 28.54 321108 10/9/2024 150980 BONDESON,DOUG 30.15 BONDESON MILEAGE SEPT 2024 475183 20240922 2012.6277 MILEAGE/AUTO ALLOWANCE CABLE TV JOINT POWERS 30.15 321109 10/9/2024 100296 BREAKTHRU BEVERAGE MIN-BEER 89.00 BT BEER 475094 117836544 2270.6419 GOLF-BEER GOLF FOOD&BEVERAGE 433.10 BT BEER 475214 117838280 2270.6419 GOLF-BEER GOLF FOOD&BEVERAGE 522.10 321110 10/9/2024 100152 BREAKTHRU BEVERAGE MIN WINE 115.47 FREIGHT#3 00001930 475629 117678668 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 14,538.48 LIQ#3 00001930 475629 117678668 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 5.75 FREIGHT#2 00001930 475625 117678676 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 14 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 321110 10/9/2024 100152 BREAKTHRU BEVERAGE MIN WINE Continued... 329.23 LIQ#2 00001930 475625 117678676 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 8.24 FREIGHT#1 00001930 475620 117678678 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 1,527.84 LIQ#1 475620 117678678 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 16.29 FREIGHT#3 00001930 475630 117786657 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,936.87 LIQ#3 00001930 475630 117786657 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 2.30 FREIGHT#3 00001930 475631 117786659 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 132.00 TAX#3 00001930 475631 117786659 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 5.75 FREIGHT#2 00001930 475626 117786665 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 265.00 LIQ#2 00001930 475626 117786665 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 20.70 FREIGHT#1 00001930 475623 117786668 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 1,472.68 LIQ#1 00001930 475623 117786668 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 3.45 FREIGHT#1 00001930 475622 117786669 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 52.00 NTAX#1 00001930 475622 117786669 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 742.35 TITOS VODKA 475242 117838947 2270.6429 GOLF-LIQUOR GOLF FOOD&BEVERAGE 9.43 FREIGHT#3 00001930 475633 117899010 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 2,535.95 LIQ#3 00001930 475633 117899010 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 2.30 FREIGHT#3 00001930 475634 117899012 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 24.00 NTAX#3 00001930 475634 117899012 5085.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 39.96 TAX#3 00001930 475634 117899012 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 9.20 FREIGHT#2 00001930 475628 117899018 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 856.60 LIQ#2 00001930 475628 117899018 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 24.15 FREIGHT#1 00001930 475624 117899020 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 3,533.20 LIQ#1 00001930 475624 117899020 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 351.00- CMLIQ#1 00001930 475621 412738157 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 3.45- CMFREIGHT#1 00001930 475621 412738157 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 225.00- CMLIQ#3 00001930 475632 412758560 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1.15- CMFREIGHT#3 00001930 475632 412758560 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 100.00- CMLIQ#2 00001930 475627 412758561 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 2.30- CMFREIGHT#2 00001930 475627 412758561 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 27,526.29 321111 10/9/2024 100080 BRYAN ROCK PRODUCTS 966.26 AG LIME 475602 66767 1780.6229 GENERAL SUPPLIES PARK HIGH SCHOOL#4 FIELDS 1,961.80 AG LIME 475602 66767 1715.6229 GENERAL SUPPLIES PARK ATHLETIC FIELD MAINTENANC 2,928.06 321112 10/9/2024 156460 CARLSON,ERIC 78.00 MRPA MANKATO CARLSON MEALS 475619 20240927 1705.6278 SUBSISTENCE ALLOWANCE PARK&RECREATION MGMT TRAING 482.28 MRPA MANKATO CARLSON LODGING 475619 20240927 1705.6276 SCHOOLS/CONFERENCES/EXP OTHERPARK&RECREATION MGMT TRAING 560.28 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 15 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 321112 10/9/2024 156460 CARLSON,ERIC Continued... 321113 10/9/2024 100878 CHARTER COMMUNICATIONS 132.71 CHARTER-SEPT 475080 175323301SEPT24 2215.6237 TELEPHONE/PAGERS GOLF CLUBHOUSE BUILDING 132.71 321114 10/9/2024 100282 CINTAS CORPORATION 2.13- LIQ3 USE TAX 475134 4205498529 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET 2.13 LIQ3 USE TAX 475134 4205498529 5095.6240 CLEANING SERVICE/GARBAGE REMOVLIQUOR#3 OPERATIONS 31.04 MATS&MOPS 475134 4205498529 5095.6240 CLEANING SERVICE/GARBAGE REMOVLIQUOR#3 OPERATIONS 9.25 SHOP COVERALLS 475202 4206905879 1530.6281 UNIFORM/CLOTHING ALLOWANCE FLEET&BUILDINGS-CMF 13.18 PARKS COVERALLS 475202 4206905879 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 43.82 STREETS COVERALLS 475202 4206905879 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 97.29 321115 10/9/2024 113504 CINTAS FIRST AID&SAFETY 181.61 CINTAS FIRST AID 475101 5232059801 2205.6229 GENERAL SUPPLIES GOLF MANAGEMENT 181.61 321116 10/9/2024 130960 COLDSPRING GRANITE COMPANY 377.00 NICHE PLAQUE-MCNEIL 475120 RI2280567 5605.6325 COLUMBARIUM CEMETERY 135.00 DATE PLATE-KRAUSE 475112 RI2280570 5605.6325 COLUMBARIUM CEMETERY 512.00 321117 10/9/2024 142662 CONVENTION&VISITORS BUREAU 10,681.57 LODGING TAX-AUGUST 2024 475232 20241002 7005.6319 REIMBURSEMENT OF REV COLL FOR LODGING TAX 10,681.57 321118 10/9/2024 100510 CORE&MAIN 8,001.58 HYDRANT REPAIR PARTS 475194 V619094 5330.6215 EQUIPMENT-PARTS WTR MAIN/HYDRANT/CURB STOP MNT 506.96 6"REPAIR CLAMPS 475195 V672705 5330.6215 EQUIPMENT-PARTS WTR MAIN/HYDRANT/CURB STOP MNT 1,039.16 HYDRANT FLAGS&SNAP RINGS 475598 V718794 5330.6215 EQUIPMENT-PARTS WTR MAIN/HYDRANT/CURB STOP MNT 160.00- RETURN 475180 V719364 1715.6229 GENERAL SUPPLIES PARK ATHLETIC FIELD MAINTENANC 9,387.70 321119 10/9/2024 100841 CRAWFORD DOOR SALES 32,805.30 FS 2 FINAL PAYMENT 475228 20240731 4432.6810 2021170G CONSTRUCTION IN PROGRESS 2024A CAPITAL PROJECTS CIP EXP 32,805.30 321120 10/9/2024 122019 CROWN RENTAL-BURNSVILLE 26.99 CHAIN SAW CHAIN 475146 4165975 1720.6211 SMALL TOOLS&EQUIPMENT PARK GROUNDS MAINTENANCE R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 16 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 321120 10/9/2024 122019 CROWN RENTAL-BURNSVILLE Continued... 26.99 321121 10/9/2024 100114 CUB FOODS 1.14- CH SALES TAX ADJUST 475175 202409270616 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 1.14 CH SALES TAX ADJUST 475175 202409270616 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 32.10 TABLECLOTH PAM/SUGAR/TEA 475175 202409270616 1060.6229 GENERAL SUPPLIES MUNICIPAL BLDG&GROUNDS MNTC 32.10 321122 10/9/2024 143882 CULLIGAN 205.00 WATER SOFTENER LEASE 475128 157349250165SEP 1920.6249 OTHER CONTRACTUAL SERVICES SENIOR CENTER T24 205.00 321123 10/9/2024 156145 CYBER ADVISORS INC 2,250.00 VCISO MONTHLY SERVICES OCT 475604 118066 1030.6235 CONSULTANT SERVICES INFORMATION TECHNOLOGY 2,250.00 321124 10/912024 152989 DAKOTA COUNTY VSQG 7.14 RECYCLING OF AEDS 475658 20241003 1900.6240 CLEANING SERVICE/GARBAGE REMOVAV COMMUNITY CENTER 7.14 321125 10/9/2024 100434 DOUGHERTY MOLENDA SOLFEST HILL 227.09 CODE VIOLATIONS-MISC 475157 316803 1050.6231 LEGAL SERVICES LEGAL GENERAL SERVICES 699.45 ORCHARD PL 2ND ADDN ROCKPORT L 475158 316804 4502.6231 2021119G LEGAL SERVICES IMPROVEMENTS-ASSESSED 146.78 FIRE STATION REMODEL 475161 316805 4432.6231 2021170G LEGAL SERVICES 2024A CAPITAL PROJECTS CIP EXP 100.94 CENTRAL MAINT FACILITY 475159 316806 4432.6231 2021154G LEGAL SERVICES 2024A CAPITAL PROJECTS CIP EXP 55.04 MIXED BUSINESS CAMPUS REZONING 475160 316807 4502.6231 2023115L LEGAL SERVICES IMPROVEMENTS-ASSESSED 55.04 PFAS LITIGATION 475162 316808 5305.6231 LEGAL SERVICES WATER MGMT/REPORT/DATA ENTRY 55.04 PARK BOND KELLEY PARK 475163 316809 2349.6231 PR230062 LEGAL SERVICES KELLEY PARK 55.04 PARK BOND HAYES PARK 475164 316810 2343.6231 PR230062 LEGAL SERVICES HAYES PARK PARK 348.59 KLJ ENG-LES SCHWAB TIRES CUP(P 475165 316811 4502.6231 2024128L LEGAL SERVICES IMPROVEMENTS-ASSESSED 238.51 15584 GASLIGHT DR-EDA SALE 475166 316812 3212.6231 2024149G LEGAL SERVICES EDA OPERATION 348.59 JOHNNY CAKE WEST PARK 475167 316814 2347.6231 PR230062 LEGAL SERVICES JOHNNY CAKE RIDGE WEST PARK 458.67 TIME SQUARE UTIL IMPR STUDY 475168 316815 4502.6231 2024161G LEGAL SERVICES IMPROVEMENTS-ASSESSED 146.78 13089 HERALD CIR-ENCROACHMENT 475169 316816 4502.6231 2024168G LEGAL SERVICES IMPROVEMENTS-ASSESSED 110.08 12734 FOLIAGE CT-ENCROACHMENT 475170 316817 4502.6231 2024171G LEGAL SERVICES IMPROVEMENTS-ASSESSED 129.00 GEN CRIMINAL MATTERS 475171 321517 1055.6231 LEGAL SERVICES LEGAL PROSECUTING ATTORNEY 3,174.64 321126 10/9/2024 162542 DUDCHENKO,IGOR R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 17 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 321126 10/9/2024 162542 DUDCHENKO,IGOR Continued... 202.45 RAINWATER REWARDS REBATE 475657 20240917 5505.6249 OTHER CONTRACTUAL SERVICES STORM DRAIN MNTC/RPR/SUMPS 202.45 321127 10/9/2024 157586 EMERGENCY TECHNICAL DECON 2,828.13 FF GEAR INSP/REPAIR(12 SETS) 475132 1476 1330.6265 REPAIRS-EQUIPMENT FIRE OPERATIONS 2,828.13 321128 10/9/2024 102254 ENVIRONMENTAL EQUIPMENT&SERVICES INC 36.00 SWEEPER PARTS 475105 24347 5505.6215 EQUIPMENT-PARTS STORM DRAIN MNTC/RPR/SUMPS 36.00 321129 10/9/2024 150163 GALLS 158.40 CHAPLAIN UNIFORMS 475608 29041533 1210.6281 UNIFORM/CLOTHING ALLOWANCE POLICE FIELD OPERATIONS/PATROL 147.16 CIU UNIFORM 475609 29105542 1210.6281 UNIFORM/CLOTHING ALLOWANCE POLICE FIELD OPERATIONS/PATROL 305.56 321130 10/9/2024 100222 HACH COMPANY 1,294.97 WTP LAB SUPPLIES 475246 14190229 5325.6214 CHEMICALS WATER TREATMENT FCLTY MNTC/RPR 1,294.97 321131 10/9/2024 100891 HANCO CORPORATION 16.61 TPMS VALVE STEMS 475201 15839900 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 16.61 TPMS VALVE STEMS 475201 15839900 1350.6215 EQUIPMENT-PARTS FIRE VEHICLE MAINTENANCE 16.61 TPMS VALVE STEMS 475201 15839900 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 16.62 TPMS VALVE STEMS 475201 15839900 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 190.00 MOWER TIRES 475201 15839900 1765.6216 VEHICLES-TIRES/BATTERIES PARK EQUIPMENT MAINTENANCE 16.62 TPMS VALVE STEMS 475201 15839900 5390.6215 EQUIPMENT-PARTS SWR EQUIPNEHICLE MISC MNTC/RP 16.62 TPMS VALVE STEMS 475201 15839900 5345.6215 EQUIPMENT-PARTS WATER EQUIPNEHICLE/MISC MNTC 128.16 MOWER TIRES 475206 15878600 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 417.85 321132 10/9/2024 101169 HAWKINS,INC. 4,582.20 CL2 FOR H2O DISINFECTION 475191 6865698 5325.6214 CHEMICALS WATER TREATMENT FCLTY MNTC/RPR 3,445.20 FLUORIDE 475192 6867008 5325.6214 CHEMICALS WATER TREATMENT FCLTY MNTC/RPR 8,027.40 321133 10/9/2024 100231 HOHENSTEINS INC 112.00 SPIKED ARNIE 475092 755497 2270.6419 GOLF-BEER GOLF FOOD&BEVERAGE 112.00 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 18 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 321134 10/9/2024 151811 IDEAL SERVICE,INC. Continued... 1,948.00 VFD PARTS LIFT 1 475245 13048 5380.6215 EQUIPMENT-PARTS SEWER LIFT STN REPAIR&MNTC 1,948.00 321135 10/9/2024 103314 INNOVATIVE OFFICE SOLUTIONS 12.78 AVCC CLEANING SUPPLIES 475124 IN4651446 1900.6229 GENERAL SUPPLIES AV COMMUNITY CENTER 91.36 PAPER,POST ITS,BINDERS,MARKER 475124 IN4651446 1900.6210 OFFICE SUPPLIES AV COMMUNITY CENTER 2.95 DESK CALENDAR 475089 IN4651453 1500.6210 OFFICE SUPPLIES PW MANAGEMENT 4.78 DESK CALENDARS 475089 IN4651453 1600.6210 OFFICE SUPPLIES STREET MANAGEMENT 59.66 CALENDARS 475089 IN4651453 5305.6210 OFFICE SUPPLIES WATER MGMT/REPORT/DATA ENTRY 7.68 SHARPIE MARKERS 475088 IN4651454 1500.6210 OFFICE SUPPLIES PW MANAGEMENT 37.68 NOTE PADS BINDER MARKERS 475088 IN4651454 1500.6210 OFFICE SUPPLIES PW MANAGEMENT 65.65 LABEL CARTRIDGES PENS 475088 IN4651454 1600.6210 OFFICE SUPPLIES STREET MANAGEMENT 99.30 KLEENEX 475088 IN4651454 1540.6229 GENERAL SUPPLIES CMF BUILDINGS&GROUNDS MNTC 2.98 AVCC ENVELOPES 475125 IN4652557 1900.6210 OFFICE SUPPLIES AV COMMUNITY CENTER 384.82 321136 10/9/2024 100247 INTERSTATE POWER SYSTEMS 103.49 LIFT 3 GENERATOR FUEL SENDER 475143 C00121046801 5380.6215 EQUIPMENT-PARTS SEWER LIFT STN REPAIR&MNTC 103.49 321137 10/9/2024 100939 JIRIK SOD FARMS INC 185.00 SOD 475659 54792 1715.6229 GENERAL SUPPLIES PARK ATHLETIC FIELD MAINTENANC 185.00 321138 10/9/2024 162546 JOHNNY CAKE BUSINESS CENTER 4,093.64 UB REFUND 6175 147TH ST W 475233 20241003C 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 4,093.64 321139 10/9/2024 100255 JOHNSON BROTHERS LIQUOR 3.33- CMLIQ#2 00000109 475355 107024 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 52.50- CMTAX#3 00000109 475414 108368 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 48.00- CMWINE#3 00000109 475477 108369 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 63.00- CMLIQ#1 00000109 475323 108370 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1.33- CMLIQ#1 00000109 475324 108371 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 20.83- CMLIQ#1 00000109 475325 108372 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 14.92- CMLIQ#1 00000109 475326 108373 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 30 32- CMWINE#3 00000109 475415 108374 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 7.00- CMLIQ#3 00000109 475416 108375 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 97.50- CMLIQ#3 00000109 475413 109288 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 32.70- CMLIQ#1 00000109 475322 109627 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 19 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 321139 10/9/2024 100255 JOHNSON BROTHERS LIQUOR Continued... 42.90- CMLIQ#3 00000109 475412 109628 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 685.41 LIQ#1 00000109 475327 2628009 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 3.75 FREIGHT#1 00000109 47532E 2628009 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 4,202.90 LIQ#1 00000109 475329 2628010 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 33.96 FREIGHT#1 00000109 475330 2628010 5015 6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 1,902.94 LIQ#2 00000109 475356 2628011 5055 6510 LIQUOR LIQUOR#2 STOCK PURCHASES 20.00 FREIGHT#2 00000109 475357 2628011 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 2,998.41 LIQ#3 00000109 475478 2628012 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 27.50 FREIGHT#3 00000109 475479 2628012 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,395.16 LIQ#1 00000109 475331 2628013 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 16.25 FREIGHT#1 00000109 475332 2628013 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 786.00 WINE#1 00000109 475434 2628014 5015 6520 WINE LIQUOR#1 STOCK PURCHASES 10.00 FREIGHT#1 00000109 475435 2628014 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 3.75 FREIGHT#2 00000109 475358 2628016 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 451.50 LIQ#3 00000109 475417 2628017 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 8.75 FREIGHT#3 00000109 475418 2628017 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 353.34 WINE#1 00000109 475436 2628018 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 8.23 FREIGHT#1 00000109 475437 2628018 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 80.00 LIQ#1 00000109 475333 2628019 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 1.25 FREIGHT#1 00000109 475334 2628019 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 512.00 WINE#1 00000109 475438 2628020 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 6.25 FREIGHT#1 00000109 475439 2628020 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 162.00 LIQ#3 00000109 475419 2628021 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 3.75 FREIGHT#3 00000109 475420 2628021 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 88.00 WINE#3 00000109 475480 2628022 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 1.25 FREIGHT#3 00000109 475481 2628022 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 462.10 LIQ#2 00000109 475359 2628023 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 6.25 FREIGHT#2 00000109 475360 2628023 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 103.50 LIQ#2 00000109 475361 2628024 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 110.00 WINE#2 00000109 475362 2628024 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 2.50 FREIGHT#2 00000109 475363 2628024 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 291.00 WINE#2 00000109 475450 2628025 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 16.00- CMWINE#2 00000109 475451 2628025 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 3.75 FREIGHT#2 00000109 475452 2628025 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 192.00 LIQ#2 00000109 475364 2628026 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 2.50 FREIGHT#2 00000109 475365 2628026 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 565.35 WINE#2 00000109 475453 2628027 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 10.00 FREIGHT#2 00000109 475454 2628027 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 240.00 LIQ#2 00000109 475366 2628028 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 20 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 321139 10/9/2024 100255 JOHNSON BROTHERS LIQUOR Continued... 2.50 FREIGHT#2 00000109 475367 2628028 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 666.50 LIQ#3 00000109 475421 2628029 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 6.25 FREIGHT#3 00000109 475422 2628029 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 339.90 LIQ#3 00000109 475423 2628030 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 2.50 FREIGHT#3 00000109 475424 2628030 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,545.90 WINE#3 00000109 475482 2628031 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 27.92 FREIGHT#3 00000109 475483 2628031 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 212.00 LIQ#3 00000109 475425 2628032 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 2.50 FREIGHT#3 00000109 475426 2628032 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 2,499.44 LIQ#1 00000109 475335 2632216 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 30.00 FREIGHT#1 00000109 475336 2632216 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 3,013.00 WINE#1 00000109 475442 2632217 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 50.63 FREIGHT#1 00000109 475443 2632217 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 37.00 TAX#1 00000109 475337 2632218 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 1 25 FREIGHT#1 00000109 475338 2632218 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 1,704.00 LIQ#1 00000109 475339 2632219 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 16.25 FREIGHT#1 00000109 475340 2632219 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 555.42 WINE#1 00000109 475444 2632220 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 10.00 FREIGHT#1 00000109 475445 2632220 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 6,531.25 LIQ#1 00000109 475341 2632221 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 46.63 FREIGHT#1 00000109 475342 2632221 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 1,310.00 TAX#1 00000109 475343 2632222 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 16.25 FREIGHT#1 00000109 475344 2632222 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 1,720.00 WINE#1 00000109 475446 2632223 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 25 00 FREIGHT#1 00000109 475447 2632223 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 42.00 WINE#2 00000109 475455 2632896 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 6.25 FREIGHT#2 00000109 475456 2632896 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 625.00 LIQ#2 00000109 475368 2632897 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 6.25 FREIGHT#2 00000109 475369 2632897 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 96.00 WINE#2 00000109 475457 2632898 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1.25 FREIGHT#2 00000109 475458 2632898 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 2,000.00 LIQ#3 00000109 475397 2632900 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 22.50 FREIGHT#3 00000109 475398 2632900 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1.25 FREIGHT#3 00000109 475399 2632901 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 298.00 LIQ#2 00000109 475370 2632902 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 4.24 FREIGHT#2 00000109 475371 2632902 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 1,012.00 LIQ#3 00000109 475400 2632903 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 6.48 FREIGHT#3 00000109 475401 2632903 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 748.00 LIQ#2 , 00000109 475372 2632904 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 21 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 321139 10/9/2024 100255 JOHNSON BROTHERS LIQUOR Continued... 6.25 FREIGHT#2 00000109 475373 2632904 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 392.00 WINE#2 00000109 475459 2632905 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 4.38 FREIGHT#2 00000109 475460 2632905 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 1,151.88 LIQ#2 00000109 475374 2632906 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 10.10 FREIGHT#2 00000109 475375 2632906 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 182.00 WINE#2 00000109 475461 2632907 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 3.75 FREIGHT#2 00000109 475462 2632907 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 37 00 TAX#2 00000109 475376 2632908 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 1.25 FREIGHT#2 00000109 475377 2632908 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 1,897.98 LIQ#2 00000109 475378 2632909 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 11.25 FREIGHT#2 00000109 475379 2632909 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 719.92 LIQ#2 00000109 475380 2632910 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 6.72 FREIGHT#2 00000109 475381 2632910 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 1,204.00 WINE#2 00000109 475463 2632911 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 17.50 FREIGHT#2 00000109 475464 2632911 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 2,495.16 LIQ#3 00000109 475402 2632912 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 22.50 FREIGHT#3 00000109 475403 2632912 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,011.59 WINE#3 00000109 475471 2632913 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 17.50 FREIGHT#3 00000109 475472 2632913 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 74.00 TAX#3 00000109 475404 2632914 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 3.75 FREIGHT#3 00000109 475405 2632914 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 2,049.00 LIQ#3 00000109 475406 2632915 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 17.50 FREIGHT#3 00000109 475407 2632915 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 846.69 WINE#3 00000109 475473 2632916 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 13.75 FREIGHT#3 00000109 475474 2632916 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 4,781.57 LIQ#3 00000109 475408 2632917 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 28.75 FREIGHT#3 00000109 475409 2632917 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 234.00 LIQ#3 00000109 475410 2632918 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 3.75 FREIGHT#3 00000109 475411 2632918 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,462.00 WINE#3 00000109 475475 2632919 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 21.25 FREIGHT#3 00000109 475476 2632919 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 273.00 WINE#1 00000109 475440 2634301 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 5.00 FREIGHT#1 00000109 475441 2634301 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 1,379.16 LIQ#2 00000109 475382 2634522 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 16.25 FREIGHT#2 00000109 475383 2634522 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 368.05 LIQ#1 00000109 475345 2637979 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 7.50 FREIGHT#1 00000109 475346 2637979 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 527.14 LIQ#1 00000109 475347 2637980 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 7.81 FREIGHT#1 00000109 475348 2637980 5015 6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 22 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 321139 10/9/2024 100255 JOHNSON BROTHERS LIQUOR Continued... 5.00 FREIGHT#3 00000109 475427 2637982 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,929.00 WINE#3 00000109 475484 2637983 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 11.87 FREIGHT#3 00000109 475485 2637983 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 8,680.55 LIQ#1 00000109 475349 2637984 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 65.00 FREIGHT#1 00000109 475350 2637984 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 26.00 TAX#1 00000109 475351 2637985 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 1.25 FREIGHT#1 00000109 475352 2637985 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 466.00 LIQ#2 00000109 475384 2637986 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 3.75 FREIGHT#2 00000109 475385 2637986 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 2,655.50 LIQ#3 00000109 475428 2637987 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 22.50 FREIGHT#3 00000109 475429 2637987 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1.25 FREIGHT#2 00000109 475386 2637988 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 928.00 LIQ#1 00000109 475353 2637989 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 15.00 FREIGHT#1 00000109 475354 2637989 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 1,052.00 WINE#1 00000109 475448 2637990 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 21.25 FREIGHT#1 00000109 475449 2637990 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 711.00 LIQ#2 00000109 475387 2637991 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 17.50 FREIGHT#2 00000109 475388 2637991 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 176.00 WINE#2 00000109 475465 2637992 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 2.50 FREIGHT#2 00000109 475466 2637992 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 64 00 WINE#3 00000109 475430 2637993 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 1.25 FREIGHT#3 00000109 475431 2637993 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,367.55 LIQ#2 00000109 475389 2637994 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 10.21 FREIGHT#2 00000109 475390 2637994 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 181.80 LIQ#2 00000109 475391 2637995 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 1.05 FREIGHT#2 00000109 475392 2637995 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 520.00 WINE#2 00000109 475467 2637996 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 7.50 FREIGHT#2 00000109 475468 2637996 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 37.00 LIQ#2 00000109 475393 2637997 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 1.25 FREIGHT#2 00000109 475394 2637997 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 281.00 LIQ#2 00000109 475395 2637998 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 2.50 FREIGHT#2 00000109 475396 2637998 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 272.00 WINE#2 00000109 475469 2637999 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 5.00 FREIGHT#2 00000109 475470 2637999 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 229.50 LIQ#3 00000109 475432 2638000 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1.25 FREIGHT#3 00000109 475433 2638000 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 908.00 WINE#3 00000109 475486 2638001 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 17.50 FREIGHT#3 00000109 475487 2638001 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,695.60 LIQ#3 00000109 475488 2638002 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 23 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 321139 10/9/2024 100255 JOHNSON BROTHERS LIQUOR Continued... 8.75 FREIGHT#3 00000109 475489 2638002 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,020.00 WINE#3 00000109 475490 2638003 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 12.50 FREIGHT#3 00000109 475491 2638003 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 85,311.06 321140 10/9/2024 145922 KLAUSLER,TIMOTHY WILLIAM 125.96 KLAUSLER MILEAGE SEPT 2024 475185 20240930 2012.6277 MILEAGE/AUTO ALLOWANCE CABLE TV JOINT POWERS 125.96 321141 10/9/2024 151278 KLINE,HARRY 78.39 KLINE MILEAGE SEPT 2024 475184 20240930 2012.6277 MILEAGE/AUTO ALLOWANCE CABLE TV JOINT POWERS 78.39 321142 10/9/2024 159024 LEE,TROY 92.88 3 PR JEANS-T LEE 475616 20240905 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 92.88 321143 10/9/2024 100288 LMC INSURANCE TRUST 851.00 ADD'L LIQUOR LIABILITY 475618 20241004 5005.6311 INSURANCE-PROPERTY/LIABILITY LIQUOR GENERAL OPERATIONS 851.00 321144 10/9/2024 162545 MAGNUSON,THOMAS 115.87 UB REFUND 5706 UPPR 136TH ST C 475137 20241003B 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 115.87 321145 10/9/2024 100309 MENARDS 46.69 LIFT AND GENERATOR SUPPLIES 475096 80059 5380.6229 GENERAL SUPPLIES SEWER LIFT STN REPAIR&MNTC 37.97 WTP TOOLS 475100 80224 5325.6211 SMALL TOOLS&EQUIPMENT WATER TREATMENT FCLTY MNTC/RPR 87.62 INSULATION-SEWER HIT 131ST 475098 80272 5375.6229 GENERAL SUPPLIES SEWER MAINTENANCE AND REPAIR 119.63 OP DRAIN TILE SUPPLIES 475178 80526 1715.6229 GENERAL SUPPLIES PARK ATHLETIC FIELD MAINTENANC 1.99 WQ FUNNEL SET 475656 80589 5505.6229 GENERAL SUPPLIES STORM DRAIN MNTC/RPR/SUMPS 12.98 SIGN TRUCK TOOLS 475113 80630 1680.6211 SMALL TOOLS&EQUIPMENT TRAFFIC SIGNS/SIGNALS/MARKERS 13.99 IRRIGATION TOOLS 475145 80639 1720.6211 SMALL TOOLS&EQUIPMENT PARK GROUNDS MAINTENANCE 42.88 COLUMBARIUM CONCRETE REPAIR 475111 80689 5605.6229 GENERAL SUPPLIES CEMETERY 45.46 WELL 17 WELL COVER INSTALL 475144 80695 5320.6215 EQUIPMENT-PARTS WATER WELL/BOOSTER STN MNT/RPR 10.99 FAUCET REPAIR Q.P. 475148 80875 1720.6229 GENERAL SUPPLIES PARK GROUNDS MAINTENANCE 68.19 IRRIGATION TOOLS 475149 81001 1720.6211 SMALL TOOLS&EQUIPMENT PARK GROUNDS MAINTENANCE 18.98- RETURN 475182 81002 1720.6211 SMALL TOOLS&EQUIPMENT PARK GROUNDS MAINTENANCE 16.99 IRRIGATION TOOLS 475150 81004 1720.6211 SMALL TOOLS&EQUIPMENT PARK GROUNDS MAINTENANCE 486.40 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 24 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 321145 10/9/2024 100309 MENARDS Continued... 321146 10/9/2024 161423 MIDWEST MACHINERY CO 93.24 MOWER REPAIRS 475109 10217756 1630.6215 EQUIPMENT-PARTS STREET EQUIPMENT MAINTENANCE 93.24 321147 10/9/2024 162544 MILLNER,JASON 231.85 UB REFUND 7414 GERMANE TRL 475138 20241003A 5301.4997 WATER/SEWER ACCT REFUNDS WATER&SEWER FUND REVENUE 231.85 321148 10/9/2024 155164 MN OCCUPATIONAL HEALTH 1,040.00 NEW OFFICERS(2)ASSESSMENTS 475603 469959A 1210.6235 CONSULTANT SERVICES POLICE FIELD OPERATIONS/PATROL 1,040.00 321149 10/9/2024 162547 MOHAMMED,TAJUDDIN 150.00 UB REBATE 475174 20241003D 5301.4910 WATER CHARGES WATER&SEWER FUND REVENUE 150.00 321150 10/9/2024 158120 MY PICKLEBALL COACH 577.50 PICKLEBALL SUMMER#3 8/15-9/12 475220 10012024 1855.6249 OTHER CONTRACTUAL SERVICES REC FOOTBALL&SOCCER 594.00 PICKLEBALL FALL INSID 9/3-9/24 475219 10022024 1855.6249 OTHER CONTRACTUAL SERVICES REC FOOTBALL&SOCCER 1,171.50 321151 10/9/2024 100995 NAPA AUTO PARTS 79.01 DEISEL FUEL TREATMENT 475205 5763943327 1530.6212 MOTOR FUELS/OILS FLEET&BUILDINGS-CMF 10.28 SUPER GLUE 475177 5763944667 1530.6229 GENERAL SUPPLIES FLEET&BUILDINGS-CMF 22.92 SQUAD OIL FILTERS 475176 5763945278 1210.6215 EQUIPMENT-PARTS POLICE FIELD OPERATIONS/PATROL 112.21 321152 10/9/2024 100751 PHILLIPS WINE&SPIRITS INC 101.57- CMLIQ#3 00000106 475542 531916 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 8.96- CMWINE#1 00000106 475548 531917 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 100.25- CMLIQ#3 00000106 475541 531941 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1.25 FREIGHT#1 00000106 475492 68501467 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 2,043.59 LIQ#1 00000106 475493 6850468 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 26.25 FREIGHT#1 00000106 475494 6850468 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 257.25 LIQ#1 00000106 475495 6850469 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 292.48 WINE#1 00000106 475496 6850469 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 13.75 FREIGHT#1 00000106 475497 6850469 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 140.10 TAX#1 00000106 475498 6850470 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 138.05 NTAX#1 00000106 475499 6850470 5015.6545 NON-TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 25 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 321152 10/9/2024 100751 PHILLIPS WINE&SPIRITS INC Continued... 7.50 FREIGHT#1 00000106 475500 6850470 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 84 00 WINE#2 00000106 475551 6850471 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 1.25 FREIGHT#2 00000106 475552 6850471 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 181.40 LIQ#2 00000106 475513 6850472 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 2.50 FREIGHT#2 00000106 475514 6850472 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 99.20 WINE#2 00000106 475553 6850473 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 2.50 FREIGHT#2 00000106 475554 6850473 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 631.90 LIQ#3 00000106 475536 6850474 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 6.25 FREIGHT#3 00000106 475537 6850474 5085 6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 752.45 WINE#3 00000106 475538 6850475 5085 6520 WINE LIQUOR#3 STOCK PURCHASES 68.00 LIQ#3 00000106 475539 6850475 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 12.50 FREIGHT#3 00000106 475540 6850475 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 2,277.40 LIQ#1 00000106 475501 6853697 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 36 25 FREIGHT#1 00000106 475502 6853697 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 2,755.50 WINE#1 00000106 475549 6853698 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 47.50 FREIGHT#1 00000106 475550 6853698 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 75.50 LIQ#1 00000106 475503 6853699 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 156.30 TAX#1 00000106 475504 6853699 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 5.00 FREIGHT#1 00000106 475505 6853699 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 300.00 LIQ#3 00000106 475527 6854315 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 2.50 FREIGHT#3 00000106 475528 6854315 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 52.10 TAX#3 00000106 475529 6854316 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 2.50 FREIGHT#3 00000106 475530 6854316 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 1,633.66 LIQ#2 00000106 475515 6854317 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 26.25 FREIGHT#2 00000106 475516 6854317 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 2,731.61 WINE#2 00000106 475555 6854318 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 53.75 FREIGHT#2 00000106 475556 6854318 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 156.30 TAX#2 00000106 475517 6854319 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 3.75 FREIGHT#2 00000106 475518 6854319 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 1,656.45 LIQ#3 00000106 475531 6854320 5085 6510 LIQUOR LIQUOR#3 STOCK PURCHASES 22.50 FREIGHT#3 00000106 475532 6854320 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 2,839.45 WINE#3 00000106 475557 6854321 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 55.00 FREIGHT#3 00000106 475558 6854321 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 135.00 LIQ#3 00000106 475533 6854322 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 156.30 TAX#3 00000106 475534 6854322 5085.6540 TAXABLE MISC FOR RESALE LIQUOR#3 STOCK PURCHASES 5.00 FREIGHT#3 00000106 475535 6854322 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 818.50 LIQ#1 00000106 475506 6858213 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES 13.75 FREIGHT#1 00000106 475507 6858213 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 285.80 LIQ#1 00000106 475508 6858214 5015.6510 LIQUOR LIQUOR#1 STOCK PURCHASES R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 26 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 321152 1019/2024 100751 PHILLIPS WINE&SPIRITS INC Continued... 1,494.85 WINE#1 00000106 475509 6858214 5015.6520 WINE LIQUOR#1 STOCK PURCHASES 33.36 FREIGHT#1 00000106 475510 6858214 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES 28.05 TAX#1 00000106 475511 6858215 5015.6540 TAXABLE MISC FOR RESALE LIQUOR#1 STOCK PURCHASES 1.25 FREIGHT#1 00000106 475512 6858215 5015.6550 FREIGHT ON RESALE MDSE LIQUOR#1 STOCK PURCHASES .63 FREIGHT#2 00000106 475519 6858216 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 508.36 LIQ#2 00000106 475520 6858217 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 7.50 FREIGHT#2 00000106 475521 6858217 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 257.25 LIQ#2 00000106 475522 6858218 5055.6510 LIQUOR LIQUOR#2 STOCK PURCHASES 752.00 WINE#2 00000106 475523 6858218 5055.6520 WINE LIQUOR#2 STOCK PURCHASES 23.75 FREIGHT#2 00000106 475524 6858218 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 52.10 TAX#2 00000106 475525 6858219 5055.6540 TAXABLE MISC FOR RESALE LIQUOR#2 STOCK PURCHASES 1.25 FREIGHT#2 00000106 475526 6858219 5055.6550 FREIGHT ON RESALE MDSE LIQUOR#2 STOCK PURCHASES 574.11 LIQ#3 00000106 475543 6858220 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 5.00 FREIGHT#3 00000106 475544 6858220 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 360.16 LIQ#3 00000106 475545 6858221 5085.6510 LIQUOR LIQUOR#3 STOCK PURCHASES 1,541.01 WINE#3 00000106 475546 6858221 5085.6520 WINE LIQUOR#3 STOCK PURCHASES 47.50 FREIGHT#3 00000106 475547 6858221 5085.6550 FREIGHT ON RESALE MDSE LIQUOR#3 STOCK PURCHASES 26,543.14 321153 10/9/2024 101500 PREMIUM WATERS INC 23.79 WATER 475127 310371956 2215.6229 GENERAL SUPPLIES GOLF CLUBHOUSE BUILDING 23.79 321154 10/9/2024 155057 PROBUILTAMERICA 1.00 REFUND 13670 HANOVER CT 380133 20200709 1001.4072 STATE SURTAX COLLECTED GENERAL FUND REVENUE 74.27 REFUND 13670 HANOVER CT 380133 20200709 1001.4060 PERMIT-BUILDING PERMIT GENERAL FUND REVENUE 75.27 321155 10/9/2024 162549 PROVENCHER,LONNIE L&KATHRYN L 500.00 NRMP-473 REFLECTION RD 475235 20240926 4900.2420 NRMP FIN GUAR-DEVELOPER DEP PHYSICAL IMPROV ESCROW BAL SHT 500.00 321156 10/9/2024 161087 PULTE HOMES OF MN 45,000.00 NRMP 156TH ST W SWEETWATER PH1 475237 20241001 4900.2420 NRMP FIN GUAR-DEVELOPER DEP PHYSICAL IMPROV ESCROW BAL SHT 10,000.00 NRMP-5887 156TH ST W 475234 20241001A 4900.2420 NRMP FIN GUAR-DEVELOPER DEP PHYSICAL IMPROV ESCROW BAL SHT 55,000.00 321157 10/9/2024 153910 ROCK HARD LANDSCAPE SUPPLY 15.00 GROUND PINS FOR CREW 475153 3185031 1610.6229 GENERAL SUPPLIES STREET/BOULEVARD REPAIR&MNTC 15.00 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 27 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 321157 10/9/2024 153910 ROCK HARD LANDSCAPE SUPPLY Continued... 321158 10/912024 101235 SAFETY SIGNS 1,009.00 SIGNAGE MAIN BRK 14364 EMBRY 475193 24003977 5330.6269 REPAIRS-OTHER WTR MAIN/HYDRANT/CURB STOP MNT 1,009.00 321159 10/9/2024 142722 STANTEC CONSULTING SERVICES,INC. 4,547.75 PFAS MITIGATION 475216 2286374 5325.6235 2023159W CONSULTANT SERVICES WATER TREATMENT FCLTY MNTC/RPR 211.70 BOOSTER STATION PROJECT PH2 475121 2286375 5320.6735 2024138W CAPITAL OUTLAY-OTHER IMPROVEME WATER WELL/BOOSTER STN MNT/RPR 21,126.45 WTP PFAS STUDY 475249 2286379 5325.6235 2024137W CONSULTANT SERVICES WATER TREATMENT FCLTY MNTC/RPR 25,885.90 321160 1019/2024 111161 STERICYCLE INC. 105.07 SHREDDING SERVICE 475087 8008470134 1250.6240 CLEANING SERVICE/GARBAGE REMOVPOLICE FACILITY 34.47 SHRED IT 475122 8008511029 1510.6240 CLEANING SERVICE/GARBAGE REMOVPW ENGINEERING&TECHNICAL 34.47 SHRED IT 475122 8008511029 1100.6240 CLEANING SERVICE/GARBAGE REMOVDEV MANAGEMENT 103.42 SHRED IT 475122 8008511029 1400.6240 CLEANING SERVICE/GARBAGE REMOVINSPECTIONS MANAGEMENT 277.43 321161 10/9/2024 162543 THE BIG BLUE BOX 112.50 AVFAC STORAGE BOX 475663 78664 1940.6229 GENERAL SUPPLIES AQUATIC SWIM CENTER 112.50 321162 10/9/2024 158482 THOMSEN CONSTRUCTION SERVICES 34,076.00 FS 2 FINAL PAYMENT 475227 20240930 4432.6810 2021170G CONSTRUCTION IN PROGRESS 2024A CAPITAL PROJECTS CIP EXP 34,076.00 321163 10/9/2024 161595 TWIN CITY ACOUSTICS INC 1,915.00 FS 2 FINAL PAYMENT 475229 20240731 4432.6810 2021170G CONSTRUCTION IN PROGRESS 2024A CAPITAL PROJECTS CIP EXP 1,915.00 321164 10/9/2024 162554 VELOCITYEHS INC 3,506.49 MSDS ONLINE ACCESS SYSTEM 475599 317278 1020.6399 OTHER CHARGES HUMAN RESOURCES 3,506.49 321165 10/9/2024 157161 VESTIS SERVICES LLC 27.36 FIRST AID KIT STOCKING 475203 MSP212655 1765.6229 GENERAL SUPPLIES PARK EQUIPMENT MAINTENANCE 59.50 FIRST AID KIT STOCKING 475203 MSP212655 1540.6229 GENERAL SUPPLIES CMF BUILDINGS&GROUNDS MNTC 85.17 FIRST AID KIT STOCKING 475203 MSP212655 1630.6229 GENERAL SUPPLIES STREET EQUIPMENT MAINTENANCE 172.03 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 28 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 321166 10/9/2024 162550 VET,CHAFIN Continued... 10,774.00 NRMP-15420 ENGLISH AVE 475236 20240926 4900.2420 NRMP FIN GUAR-DEVELOPER DEP PHYSICAL IMPROV ESCROW BAL SHT 10,774.00 321167 10/9/2024 100363 XCEL ENERGY 268.29 POL GUN RANGE ELECTRIC 475081 5158758142SEPT2 1255.6255 UTILITIES-ELECTRIC POLICE GUN RANGE 4 268.29 20240856 8/26/2024 120679 U S BANK P CARD 5.55- PK SALES TAX ADJUST 474786 240007742280000 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 23411891 5.55 PK SALES TAX ADJUST 474786 240007742280000 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 23411891 73.81 SPRAYER PARTS 474786 240007742280000 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 23411891 Supplier 162359 WORKHORSE SPRAYERS(PCARD) 18.50 PROPANE FOR EDUCATION PROP 474669 240034142279000 1310.6229 GENERAL SUPPLIES FIRE TRAINING 10705612 Supplier 148070 CROWN RENTAL AV(PCARD) 55.14 FRI-DALLAS-KARNICK 474661 240113442260000 1310.6276 SCHOOLS/CONFERENCES/EXP OTHERFIRE TRAINING 79893183 Supplier 148551 LYFT(PCARD) 76.65 TRAINING-FOOD 474665 240372442269000 1225.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE TRAINING 15051253 Supplier 161729 ZZQ SMOKEHOUSE(PCARD) 4.15- FAC SALES TAX ADJUST 474648 241134342232002 1940.6229 GENERAL SUPPLIES AQUATIC SWIM CENTER 51465391 4.15 FAC SALES TAX ADJUST 474648 241134342232002 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 51465391 55.24 KITCHEN EQUIPEMENT. 474648 241134342232002 1940.6229 GENERAL SUPPLIES AQUATIC SWIM CENTER 51465391 Supplier 144237 THE WEBSTAURANT STORE(PCARD) 7.39 ICE FOR DAKOTA COUNTY FAIR 474649 241225442240549 1320.6229 GENERAL SUPPLIES FIRE PREVENTION 36550372 Supplier 151798 BP(PCARD) 34.93- CLERK SALES TAX ADJUST 474645 241374642235012 1015.6310 RENTAL EXPENSE CITY CLERK/ELECTIONS 35096270 34.93 CLERK SALES TAX ADJUST 474645 241374642235012 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 35096270 569.93 VOTING U-HAUL RENTAL 474645 241374642235012 1015.6310 RENTAL EXPENSE CITY CLERK/ELECTIONS R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 29 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20240856 8/26/2024 120679 U S BANK P CARD Continued... 35096270 34.93- CLERK SALES TAX ADJUST 474646 241374642235012 1015.6310 RENTAL EXPENSE CITY CLERK/ELECTIONS 35096353 34.93 CLERK SALES TAX ADJUST 474646 241374642235012 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 35096353 569.93 VOTING U-HAUL RENTAL 474646 241374642235012 1015.6310 RENTAL EXPENSE CITY CLERK/ELECTIONS 35096353 Supplier 146592 U-HAUL MOVING(PCARD) 54.44 TREAT FOR FAIRY GARDEN CRAFT 474816 241374642340015 1920.6229 GENERAL SUPPLIES SENIOR CENTER 04459892 110.96 FOOD FOR WINE CLASS 474815 241374642340015 5000.2530 WINE CLUB LIQUOR BALANCE SHEET 04513268 Supplier 149661 HY VEE(PCARD) 400.00 WATER RESOURCES CONF-BERGER 474666 241382942270200 5505.6275 SCHOOLS/CONFERENCES/EXP LOCAL STORM DRAIN MNTC/RPR/SUMPS 14000508 175.00 CHAINSAW MAINT TRNG-WERNER 474670 241382942280203 1600.6275 SCHOOLS/CONFERENCESIEXP LOCAL STREET MANAGEMENT 59000757 175.00 CHAINSAW SAFETY TRNG-LUNDEEN 474787 241382942290207 1600.6275 SCHOOLS/CONFERENCES/EXP LOCAL STREET MANAGEMENT 03000163 Supplier 148118 U OF M CCE(PCARD) .51- REC USE TAX 474654 241640742250910 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 08001567 .51 REC USE TAX 474654 241640742250910 1825.6229 GENERAL SUPPLIES REC SUMMER PLAYGROUND ACTIVITY 08001567 38.23 AAA CAMP SUPPLIES 474654 241640742250910 1825.6229 GENERAL SUPPLIES REC SUMMER PLAYGROUND ACTIVITY 08001567 75.19 KITCHEN FOOD 474659 241640742260910 2270.6420 GOLF-FOOD GOLF FOOD&BEVERAGE 16100863 Supplier 100463 TARGET STORES(PCARD) 50.46 LAMINATING SKATE&FOOD TRUCK 474809 241640742320692 1800.6239 PRINTING REC PROGRAM GENERAL 22792675 Supplier 143773 FEDEX OFFICE(PCARD) 159.10 WINTER HATS(6) 474782 241988042224318 1330.6281 UNIFORM/CLOTHING ALLOWANCE FIRE OPERATIONS 59189041 Supplier 137957 AMARIL UNIFORM COMPANY(PCARD) 60.00 JONATHAN AND ALEX GLOVES 474652 242042942240020 1295.6281 UNIFORM/CLOTHING ALLOWANCE COMMUN SERVICE OFFICERS(CSO) 27214088 30.00 CSO EMMA GLOVES 474651 242042942240020 1295.6281 UNIFORM/CLOTHING ALLOWANCE COMMUN SERVICE OFFICERS(CSO) 27575082 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 30 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20240856 8126I2024 120679 U S BANK P CARD Continued... 176.00 NELSON UNIFORM PANTS 474664 242042942260017 1295.6281 UNIFORM/CLOTHING ALLOWANCE COMMUN SERVICE OFFICERS(CSO) 39031085 Supplier 152202 5.11 TACTICAL(PCARD) 57.22 FB AD FALL FOOD TRUCK 474806 242042942310003 1800.6239 PRINTING REC PROGRAM GENERAL 07023063 67.78 FB AD SALES CLERKS 474806 242042942310003 5005.6239 PRINTING LIQUOR GENERAL OPERATIONS 07023063 Supplier 148619 FACEBOOK INC(PCARD) 19.98 CAKE FOR SWEARING IN WIESNER 474647 242263842243701 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 99886071 18.76 MULTI HOUSING MANAGER MTG. 474818 242263842333601 1275.6229 GENERAL SUPPLIES POL COMMUN OUTREACH/CRIME PRE\ 95307692 Supplier 149714 SAMS CLUB(PCARD) 76.31 SHOP WRENCH SET 474802 242316842300610 1765.6211 SMALL TOOLS&EQUIPMENT PARK EQUIPMENT MAINTENANCE 16944221 Supplier 151597 HARBOR FREIGHT(PCARD) 310.74 FOOD FOR MEN'S CLUB-C 474650 242697942255006 2270.6420 GOLF-FOOD GOLF FOOD&BEVERAGE 50183975 Supplier 137112 JIMMY JOHNS(PCARD) 140.05 14325 FLAGSTAFF AVE 474781 243323942280000 4432.6255 2021172G UTILITIES-ELECTRIC 2024A CAPITAL PROJECTS CIP EXP 15530878 Supplier 162356 DIVERSIFIED ADJUSTMENT SE(PCARD) 85- LIQ SALES TAX ADJUST 474813 243990042332950 5005.6229 GENERAL SUPPLIES LIQUOR GENERAL OPERATIONS 47089715 .85 LIQ SALES TAX ADJUST 474813 243990042332950 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET 47089715 75.65 FLASHLIGHT&LAZER POINTER 474813 243990042332950 5005.6229 GENERAL SUPPLIES LIQUOR GENERAL OPERATIONS 47089715 Supplier 113057 BEST BUY(PCARD) 12.98 BREAK ROOM WATER REFILL 474795 244273342297302 5095.6229 GENERAL SUPPLIES LIQUOR#3 OPERATIONS 74402895 .33- FIRE SALES TAX ADJUST 474796 244273342297302 1300.6229 GENERAL SUPPLIES FIRE MANAGEMENT 74410393 .33 FIRE SALES TAX ADJUST 474796 244273342297302 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 74410393 9.12 UTENSILS FOR FF BADGING 474796 244273342297302 1300.6229 GENERAL SUPPLIES FIRE MANAGEMENT 74410393 14.94 WATER&UTENSILS FOR CLASS 474814 244273342337302 5000.2530 WINE CLUB LIQUOR BALANCE SHEET 63077330 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 31 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20240856 8/26/2024 120679 U S BANK P CARD Continued... 59.99 CEREMONY CAKE-DITTRICH 474820 244273342347302 1300.6229 GENERAL SUPPLIES FIRE MANAGEMENT 65391829 Supplier 148071 CUB FOODS(PCARD) 6,793.20 HI-E DRY 195 DEHUMIDIFIERS 474808 244280642323007 5325.6211 SMALL TOOLS&EQUIPMENT WATER TREATMENT FCLTY MNTC/RPR 15348920 Supplier 162299 GREENHOUSE MEGASTORE(PCARD) 445.00 A.THIELEN CRIME ANALYSIS SKILL 474810 244310642320396 1000.1560 PREPAID EXPENSES GENERAL FUND BALANCE SHEET 96176992 Supplier 161540 IACA(PCARD) 250.00 MNGFOA CONF-ROTZ-ALEXANDRIA MN 474662 244450042263005 1035.6276 SCHOOLS/CONFERENCES/EXP OTHERFINANCE 45472752 Supplier 148093 MN GFOA(PCARD) 147.03 MULTI HOUSING MANAGER MTG. 474823 244450042343005 1275.6229 GENERAL SUPPLIES POL COMMUN OUTREACH/CRIME PRE\ 43420993 Supplier 158467 E&G 1066-ECOMM(PCARD) .41- REC SALES TAX ADJUST 474821 244450042350009 1875.6229 GENERAL SUPPLIES REC PRESCHOOL PROGRAMS 60116715 .41 REC SALES TAX ADJUST 474821 244450042350009 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 60116715 5.41 LO PS START UP FROM REG.FEES 474821 244450042350009 1875.6229 GENERAL SUPPLIES REC PRESCHOOL PROGRAMS 60116715 Supplier 120473 DOLLAR TREE STORES,INC.(PCARD) 58.05 ELECTION NIGHT JUDGE SNACKS 474660 244550142261410 1015.6229 GENERAL SUPPLIES CITY CLERK/ELECTIONS 04926961 Supplier 102101 WAL-MART(PCARD) 5.99 WINE ED CLASS FOR WHITE WINES 474812 244681642340000 5000.2530 WINE CLUB LIQUOR BALANCE SHEET 01587242 Supplier 137805 APPLE VALLEY LIQUOR(PCARD) 34.57 FRI-DALLAS-KARNICK 474798 244921542297176 1310.6276 SCHOOLS/CONFERENCES/EXP OTHERFIRE TRAINING 90194794 6.91 FRI-DALLAS-KARNICK 474799 244921542297176 1310.6276 SCHOOLS/CONFERENCES/EXP OTHERFIRE TRAINING 90200328 Supplier 150670 USER(PCARD) 226.00 PUB ED STICKERS(500) 474780 244921642270000 1320.6229 GENERAL SUPPLIES FIRE PREVENTION 27338546 Supplier 161727 STICKER MULE(PCARD) 20.00 CHATGPT 4.0 MONTHLY SUB. 474779 244921642270000 1010.6280 DUES&SUBSCRIPTIONS ADMINISTRATION 35074299 Supplier 161101 CHATGPT SUBSCRIPTION(PCARD) R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 32 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20240856 8/26/2024 120679 U S BANK P CARD Continued... 125.00 JOB AD-LIQUOR SALES CLERK 474668 244921642270000 5005.6239 PRINTING LIQUOR GENERAL OPERATIONS 39098823 Supplier 153490 NEOGOV(PCARD) 215.00 NELSON IAFC MEMBERSHIP 474826 244921642350000 1300.6280 DUES&SUBSCRIPTIONS FIRE MANAGEMENT 25768397 Supplier 120424 IAFC(PCARD) 31.00 LTS MEMBERSHIP 474657 244939842250166 5245.6280 DUES&SUBSCRIPTIONS ARENA 1 LEARN TO SKATE 77014692 Supplier 147209 US FIGURE SKATING(PCARD) 420.00 MRPA CNF-MANKATO BRENNO 474783 244939842270174 1775.6276 SCHOOLS/CONFERENCES/EXP OTHERPARK MAINTENANCE TRAINING 56339928 450.00 2024 MRPA CNF MANKATO-CARLSON 474671 244939842270174 1700.6276 SCHOOLS/CONFERENCES/EXP OTHERPARK&RECREATION MANAGEMENT 56339944 470.00 MRPA CNF-MANKATO ROTHER 474811 244939842320189 1775.6276 SCHOOLS/CONFERENCES/EXP OTHERPARK MAINTENANCE TRAINING 27312166 Supplier 151801 MN REC AND PARK(PCARD) 84.43 EDA MEETING-CARBONES 474642 245404542222222 3212.6399 OTHER CHARGES EDA OPERATION 00145900 Supplier 120941 CARBONE'S PIZZA BAR&GRILL(PCARD) 31.46 TRAINING-FOOD 474673 245404542280107 1225.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE TRAINING 01291115 Supplier 158725 PUNCH PIZZA(PCARD) 98.63 RAGS HYD&SEWER REPAIRS 474658 246921642251067 5330.6229 GENERAL SUPPLIES WTR MAIN/HYDRANT/CURB STOP MNT 17842240 98.63 RAGS HYD&SEWER REPAIRS 474658 246921642251067 5375.6229 GENERAL SUPPLIES SEWER MAINTENANCE AND REPAIR 17842240 14.20- UTIL SALES TAX ADJUST 474667 246921642261071 5380.6229 GENERAL SUPPLIES SEWER LIFT STN REPAIR&MNTC 28465034 14.20 UTIL SALES TAX ADJUST 474667 246921642261071 5300.2330 DUE TO OTHER GOVERNMENT WATER&SEWER FUND BAL SHEET 28465034 94.53 REPWIPES SEWER&HYD REPAIRTC 474667 246921642261071 5380.6229 GENERAL SUPPLIES SEWER LIFT STN REPAIR&MNTC 28465034 94.53 REPWIPES SEWER&HYD REPAIRTC 474667 246921642261071 5330.6229 GENERAL SUPPLIES WTR MAIN/HYDRANT/CURB STOP MNT 28465034 32.22 NELSON NAME TAG 474788 246921642281090 1295.6281 UNIFORM/CLOTHING ALLOWANCE COMMUN SERVICE OFFICERS(CSO) 76264433 Supplier 140339 AMAZON.COM(PCARD) 240.00 FALL MAINT.EXPO(8) 474789 246921642281090 1600.6275 SCHOOLS/CONFERENCES/EXP LOCAL STREET MANAGEMENT 76974338 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 33 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20240856 8/26/2024 120679 U S BANK P CARD Continued... 270.00 FALL MAINT EXPO.(9) 474790 246921642281090 1600.6275 SCHOOLS/CONFERENCES/EXP LOCAL STREET MANAGEMENT 82321029 Supplier 156708 MINNESOTA FALL MAINTE(PCARD) 109.99 CARHART COAT-J CHRISTIANSON 474804 246921642301006 1530.6281 UNIFORM/CLOTHING ALLOWANCE FLEET&BUILDINGS-CMF 77530500 119.99 BIBS-C PARRUCCI 474804 246921642301006 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 77530500 139.99 BIBS-J CHRISTIANSON 474804 246921642301006 1530.6281 UNIFORM/CLOTHING ALLOWANCE FLEET&BUILDINGS-CMF 77530500 64.99 SWEATSHIRT-J CHRISTIANSON 474805 246921642301006 1530.6281 UNIFORM/CLOTHING ALLOWANCE FLEET&BUILDINGS-CMF 77555085 119.98 2 SWEATSHIRT-M KRANZ 474805 246921642301006 1060.6281 UNIFORM/CLOTHING ALLOWANCE MUNICIPAL BLDG&GROUNDS MNTC 77555085 119.98 2 SWEATSHIRTS-C PARRUCCI 474805 246921642301006 1710.6281 UNIFORM/CLOTHING ALLOWANCE PARK MAINTENANCE MANAGEMENT 77555085 129.98 2 SWEATSHIRT-C ESPINOZA 474805 246921642301006 1600.6281 UNIFORM/CLOTHING ALLOWANCE STREET MANAGEMENT 77555085 Supplier 151951 CARHARTT(PCARD) 7.57- REDWOOD SALES TAX ADJUST 474807 246921642331032 1930.6229 GENERAL SUPPLIES REDWOOD CC 60024896 7.57 REDWOOD SALES TAX ADJUST 474807 246921642331032 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 60024896 100.72 FAREWELL EVENT 474807 246921642331032 1930.6229 GENERAL SUPPLIES REDWOOD CC 60024896 Supplier 102901 PARTY CITY(PCARD) 2.56- REC SALES TAX ADJUST 474824 246921642341044 1845.6229 GENERAL SUPPLIES REC SELF SUPPORT PROG GENERAL 67891870 2.56 REC SALES TAX ADJUST 474824 246921642341044 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 67891870 33.13 FAIRY HOUSE CRAFT SUPPLIES 474824 246921642341044 1845.6229 GENERAL SUPPLIES REC SELF SUPPORT PROG GENERAL 67891870 Supplier 162358 CAP AGENCY LOCAL IMPO(PCARD) .43- REC SALES TAX ADJUST 474825 246921642351046 1845.6229 GENERAL SUPPLIES REC SELF SUPPORT PROG GENERAL 89178915 .43 REC SALES TAX ADJUST 474825 246921642351046 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 89178915 5.53 FAIRY HOUSE CRAFT SUPPLIES 474825 246921642351046 1845.6229 GENERAL SUPPLIES REC SELF SUPPORT PROG GENERAL 89178915 Supplier 100748 MICHAELS(PCARD) R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 34 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20240856 8126/2024 120679 U S BANK P CARD Continued... 75.00 SAHOLT BCA TRAINING 474655 247170542261222 1225.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE TRAINING 63558505 75.00 BCATRNG-WAGNER 474674 247170542281222 1225.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE TRAINING 84261921 Supplier 150045 BCA TRAINING EDUCATION(PCARD) 85 00 BO RENEWAL 474784 247170542291522 1400.6280 DUES&SUBSCRIPTIONS INSPECTIONS MANAGEMENT 99332408 Supplier 111168 MN DEPT OF LABOR&INDUSTRY(PCARD) 75.00 DMT REFRESHER SWANSON 474822 247170542351223 1225.6275 SCHOOLS/CONFERENCES/EXP LOCAL POLICE TRAINING 54384828 Supplier 150045 BCA TRAINING EDUCATION(PCARD) 585.00 MCWILLIAMS SEWER CERT.CEUS 475211 247170542351523 5370.6275 SCHOOLS/CONFERENCES/EXP LOCAL SEWER TRAINING/SCHOOL/MEETINGS 53798710 12.58 CEU'S FOR SEWER CERT-MCWILLIAM 475210 247170542351523 5370.6275 SCHOOLS/CONFERENCES/EXP LOCAL SEWER TRAINING/SCHOOL/MEETINGS 53798793 Supplier 149083 MN POLLUTION CONTROL AGENCY(PCARD) 72.00 DC TRIBUNE SUBSCRIPTION 474791 247440042289000 1010.6280 DUES&SUBSCRIPTIONS ADMINISTRATION 13335807 72.00 DC TRIBUNE SUBSCRIPTION 474792 247440042289000 1200.6280 DUES&SUBSCRIPTIONS POLICE MANAGEMENT 13335971 72.00 DC TRIBUNE SUBSCRIPTION 474793 247440042289000 1500.6280 DUES&SUBSCRIPTIONS PW MANAGEMENT 13336011 Supplier 158525 ECM PUBLISHERS(PCARD) 435.72 CHAIR 474794 247445542285200 1400.6229 GENERAL SUPPLIES INSPECTIONS MANAGEMENT 00001701 Supplier 153224 INNOVATIVE OFFICE SOLUTIONS(PCARD) 80.00 NPCA CERTIFICATION-YARD 474672 247554242272922 1281.6280 DUES&SUBSCRIPTIONS POLICE K-9 75620788 80.00 NPCA CERTIFICATION-ENGEL 474672 247554242272922 1281.6280 DUES&SUBSCRIPTIONS POLICE K-9 75620788 Supplier 162357 GDP NATIONAL POLICE CANIN(PCARD) 58.86 SPRAYER PARTS 474785 247933842280025 1765.6215 EQUIPMENT-PARTS PARK EQUIPMENT MAINTENANCE 02641070 Supplier 159162 NTE 5425(PCARD) 54.00 EMAIL CAMPAIGN MONTHLY 474803 247933842300013 1200.6308 SOFTWARE SUBSCRIPTIONS POLICE MANAGEMENT 04379075 Supplier 141272 MAILCHIMP(PCARD) 1.22- POL SALES TAX ADJUST 474801 248019742290605 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 67266461 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 35 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20240856 8/26/2024 120679 U S BANK P CARD Continued... 1.22 POL SALES TAX ADJUST 474801 248019742290605 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 67266461 16.22 AIR TANK REFIL-PEPPERBALL 474801 248019742290605 1200.6229 GENERAL SUPPLIES POLICE MANAGEMENT 67266461 Supplier 156011 A DIVERS WORLD INC(PCARD) 359.95 NELSON UNIFORMS 474653 249416642240243 1295.6281 UNIFORM/CLOTHING ALLOWANCE COMMUN SERVICE OFFICERS(CSO) 68013921 122.48 BOKHONKO VEST CARRIER 474656 249416642250247 1295.6281 UNIFORM/CLOTHING ALLOWANCE COMMUN SERVICE OFFICERS(CSO) 73051895 Supplier 161715 BLAUER MANUFACTURING(PCARD) 45.60 NON OXY FUEL 474644 249430042230343 1630.6212 MOTOR FUELS/OILS STREET EQUIPMENT MAINTENANCE 31735854 Supplier 103023 KWIK TRIP INC(PCARD) 577.14 FRI DALLAS TX HOTEL-KARNICK 474797 249430042300382 1310.6276 SCHOOLS/CONFERENCES/EXP OTHERFIRE TRAINING 97139341 577.14 FRI CNF DALLAS HOTEL-NELSON 474800 249430042300382 1310.6276 SCHOOLS/CONFERENCES/EXP OTHERFIRE TRAINING 97139473 Supplier 146945 CROWNE PLAZA HOTELS(PCARD) 25.96 STORAGE BIN&EXT CORD HANGER 474643 249430142220101 1800.6229 GENERAL SUPPLIES REC PROGRAM GENERAL 97854336 Supplier 143525 HOME DEPOT STORE#2833(PCARD) 120.29 BUCKTHORN TOOLS 474819 740834242330000 1520.6211 SMALL TOOLS&EQUIPMENT NATURAL RESOURCES 06670943 Supplier 161119 EXTRACTIGATOR PRODUCTS(PCARD) 173.51- VOTING U-HAUL RENTAL 474778 741374642285010 1015.6310 RENTAL EXPENSE CITY CLERK/ELECTIONS 24895288 167.93- VOTING U-HAUL RENTAL 474777 741374642285010 1015.6310 RENTAL EXPENSE CITY CLERK/ELECTIONS 24895361 Supplier 146592 U-HAUL MOVING(PCARD) 105.00- PESTICIDE RECERT-AHRENS 474817 741382942340223 1600.6275 SCHOOLS/CONFERENCES/EXP LOCAL STREET MANAGEMENT 35001153 Supplier 148118 U OF M CCE(PCARD) 110.00- DAY CAMP SITE 1 DAY REFUND 474663 744939842270172 1865.6310 RENTAL EXPENSE REC DAY CAMP 58001192 Supplier 101132 DAKOTA COUNTY PARKS DEPT(PCARD) 2,300.15- PCARD REBATE AUG 474827 US BANK AUG 1001.5399 OTHER MISCELLANEOUS REVENUE GENERAL FUND REVENUE 2024 REBATE 16,306.71 20240946 9/23/2024 100873 HEALTHPARTNERS(DENTAL CLAIMS R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 36 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20240946 9/23/2024 100873 HEALTHPARTNERS(DENTAL CLAIMS Continued... 3,303.17 DENTAL CLAIMS 9/12-9/18/24 475064 20240918 7105.6146 DENTAL INSURANCE INSURANCE TRUST DENTAL 3,303.17 20240947 9/30/2024 100873 HEALTHPARTNERS(DENTAL CLAIMS 687.29 DENTAL CLAIMS 9/19-9/25/24 475063 20240925 7105.6146 DENTAL INSURANCE INSURANCE TRUST DENTAL 687.29 20241001 10/2/2024 100038 APPLE VALLEY FIREFIGHTERS RELI(EFT) 63,501.31 STATE AID FIRE RELIEF-2024 475062 20241002 1365.6319 REIMBURSEMENT OF REV COLL FOR FIRE RELIEF 402,621.63 STATE AID ADDL FIRE RELIEF-202 475062 20241002 1365.6319 REIMBURSEMENT OF REV COLL FOR FIRE RELIEF 466,122.94 20241002 10/4/2024 100769 FRONTIER COMMUNICATIONS OF MN 16.50 POL INTOXILIZER 475076 6511010654SEPT2 1250.6237 TELEPHONE/PAGERS POLICE FACILITY 4 66.00 UTIL STRM SWR ALARMS 475075 6511973405SEPT2 5505.6249 OTHER CONTRACTUAL SERVICES STORM DRAIN MNTC/RPR/SUMPS 4 33.00 CMF RADIO LINE 475074 6511974039SEPT2 1540.6237 TELEPHONE/PAGERS CMF BUILDINGS&GROUNDS MNTC 4 218.54 UTIL WTP PHONES 475073 9524315081SEPT2 5325.6237 TELEPHONE/PAGERS WATER TREATMENT FCLTY MNTC/RPR 4 143.42 PK JCRP PHONES 475072 9529532349SEPT2 1730.6237 TELEPHONE/PAGERS PARK BUILDING MAINTENANCE 4 358.79 PK REDWOOD PHONES 475071 9529532350SEPT2 1730.6237 TELEPHONE/PAGERS PARK BUILDING MAINTENANCE 4 251.36 UTIL MNTC PHONE 475070 9529532355SEPT2 5305.6237 TELEPHONE/PAGERS WATER MGMT/REPORT/DATA ENTRY 4 104.51 IA2 PHONES 475069 9529532363SEPT2 5265.6237 TELEPHONE/PAGERS ARENA 2 BLDG MAINTENANCE-HAYES 4 75.09 IA1 PHONES 475068 9529532368SEPT2 5210.6237 TELEPHONE/PAGERS ARENA 1 BUILDING MAINTENANCE 4 541.83 JC ACTIVITY CTR PHONES 475067 9529532385SEPT2 1730.6237 TELEPHONE/PAGERS PARK BUILDING MAINTENANCE 4 1,416.09 PHONE SYSTEM PRI LINES 475077 9529532500SEPT2 1030.6237 TELEPHONE/PAGERS INFORMATION TECHNOLOGY 4 177.66 CH GENERATOR/HVAC MODEM 475066 9529532734SEPT2 1060.6237 TELEPHONE/PAGERS MUNICIPAL BLDG&GROUNDS MNTC 4 433.31 SWIM CHLORINE MONITOR 475078 9529532913SEPT2 1940.6237 TELEPHONE/PAGERS AQUATIC SWIM CENTER 4 3,836.10 R55CKR2 LOGIS101 CITY OF APPLE VALLEY 10/9/2024 10:02:34 Council Check Register by GL Page- 37 Council Check Register by Invoice&Summary 8/26/2024 -- 10/11/2024 Check# Date Amount Supplier/Explanation PO# Doc No Inv No Account No Subledger Account Description Business Unit 20241002 10/4/2024 100769 FRONTIER COMMUNICATIONS OF MN Continued... 20241003 10/3/2024 101671 MN DEPT OF REVENUE 18.90 DIESEL TAX-TRAFFIC SIGNS 475065 20241003 1680.6212 MOTOR FUELS/OILS TRAFFIC SIGNS/SIGNALS/MARKERS 55.35 DIESEL TAX-PARKS 475065 20241003 1765.6212 MOTOR FUELS/OILS PARK EQUIPMENT MAINTENANCE 143.75 DIESEL TAX-STREETS 475065 20241003 1630.6212 MOTOR FUELS/OILS STREET EQUIPMENT MAINTENANCE 9.78 DIESEL TAX-WATER 475065 20241003 5345.6212 MOTOR FUELS/OILS WATER EQUIPNEHICLE/MISC MNTC 23.63 DIESEL TAX-SEWER 475065 20241003 5390.6212 MOTOR FUELS/OILS SWR EQUIPNEHICLE MISC MNTC/RP 46.70 DIESEL TAX-STORM 475065 20241003 5505.6212 MOTOR FUELS/OILS STORM DRAIN MNTC/RPR/SUMPS 298.11 20241004 10/8/2024 100000 MN DEPT OF REVENUE 5,379.00 SALES/USE TAX-GENERAL FUND 475635 20241008 1000.2330 DUE TO OTHER GOVERNMENT GENERAL FUND BALANCE SHEET 1.00- SALES/USE TAX-SOLID WASTE 475635 20241008 2040.2330 DUE TO OTHER GOVERNMENT SOLID WASTE BALANCE SHEET 19,117.00 SALES/USE TAX-GOLF 475635 20241008 2200.2330 DUE TO OTHER GOVERNMENT VALLEYWOOD GOLF 17,878.00 SALES/USE TAX-LIQUOR#2 475635 20241008 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET 37,332.00 SALES/USE TAX-LIQUOR#3 475635 20241008 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET 42,828.00 SALES/USE TAX-LIQUOR#1 475635 20241008 5000.2330 DUE TO OTHER GOVERNMENT LIQUOR BALANCE SHEET 9.00- SALES/USE TAX-ARENA 475635 20241008 5200.2330 DUE TO OTHER GOVERNMENT ARENA FUND BALANCE SHEET 5,188.00 SALES/USE TAX-WATER&SWR 475635 20241008 5300.2330 DUE TO OTHER GOVERNMENT WATER&SEWER FUND BAL SHEET 127,712.00 1,862,143.45 Grand Total Payment Instrument Totals Checks 368,192.72 EFT Payments 618,266.32 A/P ACH Payment 875,684.41 Total Payments 1,862,143.45 V.\ / \ \ l A R55CKS2 LOGIS100 CITY OF APPLE VALLEY 10/9/2024 10:02:40 Note: Payment amount may not reflect the actual amount due to data sequencing and/or data selection. Council Check Summary Page- 1 8/26/2024 - 10/11/2024 Company Amount 01000 GENERAL FUND 606,682.64 02010 CABLE TV RESERVE FUND 234.50 02040 SOLID WASTE GRANT 1.00- 02090 PARTNERS IN EDUCATION 1,457.29 02200 VALLEYWOOD GOLF FUND 33,968.53 02300 PARKS REFERENDUM FUND 77,696.67 03210 EDA OPERATIONS FUND 582.94 04430 2024A CAPITAL PROJECT CIP FUND 153,764 18 04500 CONSTRUCTION PROJECTS 1,818.61 04900 PHYSICAL IMPROVEMENTS ESCROW F 66,274.00 04930 FUTURE CAPITAL PROJECTS 528.00 05000 LIQUOR FUND 369,486.30 05200 ARENA FUND 732.51 05300 WATER&SEWER FUND 520,033.71 05500 STORM DRAINAGE UTILITY FUND 3,947.87 05600 CEMETERY FUND LEVEL PROGRAM 4,138.20 05800 STREET LIGHT UTIL FUND 857.41 07000 LODGING TAX FUND 10,681.57 07100 INSURANCE TRUST DENTAL FUND 3,990.46 07445 VERF-VALLEYWOOD GOLF 5,269.06 Report Totals 1,862,143.45 • ITEM: 5.A. ••••• • ••• COUNCIL MEETING DATE: October 24, 2024 Apple Valley SECTION: Regular Agenda Description: BSK, Inc., d/b/a Berry Sweet Kitchen, 14638 Cedar Avenue, Suite 150 Staff Contact: Department/ Division: Christina M. Scipioni, City Clerk City Clerk's Office ACTION REQUESTED: 1. Hold a public hearing. 2. Adopt the resolution approving issuance of On-Sale Intoxicating Liquor and Special License for Sunday Liquor Sales. SUMMARY: On October 24, 2024, the Council will hold a public hearing on the application by BSK, Inc., d/b/a Berry Sweet Kitchen, for On-Sale Intoxicating Liquor and Special License for Sunday Liquor Sales for a restaurant located at 14638 Cedar Avenue, Suite 150. Subject to any comments received at the public hearing, the resolution authorizing issuance of the licenses to BSK, Inc., d/b/a Berry Sweet Kitchen, can be adopted. BACKGROUND: The Police and Fire Departments has completed the necessary background investigations and finds no reason the license cannot be authorized. BUDGET IMPACT: N/A ATTACHMENTS: Resolution CITY OF APPLE VALLEY RESOLUTION NO. 2024- A RESOLUTION APPROVING LIQUOR LICENSE WHEREAS, the City Council, pursuant to City Code Section 111.22 held a public hearing on October 24, 2024, with respect to issuance of a liquor license for BSK, Inc., d/b/a Berry Sweet Kitchen, in connection with a restaurant located at 14638 Cedar Avenue, Suite 150; and WHEREAS, the City Council has reviewed the application as it is on file with the City Clerk. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Apple Valley as follows: 1. To grant and approve a license for"On-Sale Intoxicating Liquor" and "Special License for Sunday Liquor Sales" to BSK, Inc., d/b/a Berry Sweet Kitchen, on premises located at 14638 Cedar Avenue, Suite 150, in accordance with plans on file with the City, subject to: A. All terms and conditions of City Code Chapter 111, as amended. B. The right of the City Council to require, at its sole discretion, the presence of peace officers during any hours of operation at the sole cost and expense of the licensee. C. The license shall not be effective until the building is ready for occupancy and conforms to the premises described in the application approved by the Council. 2. The Mayor and City Clerk are hereby authorized to execute said license. 3. This license shall expire at 11:59 o'clock p.m., December 31, 2024. ADOPTED this 24th day of October, 2024. Clint Hooppaw, Mayor ATTEST: Christina M. Scipioni, City Clerk • ITEM: 5.B. • •• ••• ••• COUNCIL MEETING DATE: October24, 2024 Apple Valley SECTION: Regular Agenda Description: Cannabis Ordinance Amendments Staff Contact: Department/ Division: Alex Sharpe, Planning and Economic Dev. Spec., Community Development Department Christina Scipioni, City Clerk ACTION REQUESTED: 1. Pass Ordinance Amending Chapter 155 of City Code to Add Section 155.320, Regulating Cannabis Businesses, Hemp Businesses, and Cannabis Events. (Recommend waiving second reading.) 2. Pass Ordinance Amending Title XI of City Code entitled "Business Regulations" Adding Chapter 121, Regarding Cannabis and Hemp Retail Businesses. (Recommend waiving second reading.) 3. Pass Ordinance Amending Chapter 130.06 of City Code entitled "Drug Paraphernalia" Amending Drug Paraphernalia prohibitions. (Recommend waiving second reading.) SUMMARY: In 2023, the Minnesota Legislature passed a bill legalizing adult use of cannabis and cannabis businesses. In 2024, the Legislature passed several amendments to the cannabis laws, mostly providing "clean up" or clarification amendments. Part of this bill also created the Office of Cannabis Management (OCM), which will regulate and oversee the cannabis industry in Minnesota. State statute limited a city's authority to regulate the use, sale, and production of cannabis and cannabis products. In accordance with the state laws and the city's authorities to regulate cannabis and hemp businesses, three ordinance amendments to three chapters in the City Code are required: Chapter 155: Zoning; Title XI, Business Regulations; and Chapter 130, Section 130.06 Drug Paraphernalia. A summary of each ordinance is included below. Chapter 155: Zoning: The proposed Zoning Ordinance amendment has three policy-level provisions. Each of these have been discussed at City Council and the Planning Commission. A summary of the issue and the Planning Commission's recommendations are below: 1. Limit to the total number of retail sale/dispensary locations: a State Statute does not allow the City to prohibit retail sale/dispensary locations. Cities are required to allow one retail cannabis business per each 12,500 residents. The City Council provided initial policy direction to the Planning Commission, which then recommended that the City limit the total retail locations in Apple Valley to five (5), which is the minimum number of locations required based on the City's population. 2. Buffers between sensitive uses and retail sale/dispensary locations and buffers between retail sale/dispensary locations. o Statute allows cities to enact buffers between specific sensitive uses and retail sale/dispensary locations. Consistent with other City ordinances, these setbacks are measured from the property line. City Council provided policy direction that Apple Valley enact setbacks and directed the Planning Commission to further study setback distances. The Planning Commission recommended the following setbacks, which are the maximum allowed by statute: • 1,000 feet from schools • 500 feet from daycares • 500 feet from residential treatment facilities • 500 feet from parks In addition to setbacks from the above sensitive uses, statute allows cities to place buffer setbacks between retail sale/dispensary locations. City Council directed the Planning Commission to study whether buffers should be enacted, and if so, what the buffer distance should be. The Planning Commission studied three options: no buffers, 500-foot buffers, and 1,000-foot buffers. After discussion, the Commission unanimously recommended a 1,000-foot buffer between retail sale/dispensary locations. The Commission noted that if the buffer needs to be amended in the future, the setback could be reevaluated. The Planning Commission held the public hearing and provided a recommendation on the draft zoning ordinance to the City Council. The public hearing was held on September 18, 2024. The City received one comment on the record concerning the defmition of retail cannabis businesses. The City Attorney amended the draft ordinance to address the concern, and the concerned party confirmed their support of the draft ordinance. The Planning Commission unanimously recommended the draft zoning ordinance on October 2, 2024. The Planning Commission did not review chapters outside of the zoning ordinance. 3. In which zoning districts specific cannabis uses should be allowed: a The Planning Commission/staff evaluated which zoning districts would be appropriate for the different cannabis businesses (retail, cultivation, manufacturing and processing). It was found that cannabis retail sales/dispensaries should be permitted in zoning districts that currently allow other retail sales. Similarly, the cultivation of cannabis, and the production and processing of cannabis and cannabis products are proposed to only be permitted in zoning districts where similar uses are currently allowed. The table of land use districts is included in the draft ordinance. Title XI: Business Regulations: Under state law, retail cannabis businesses and lower-potency hemp edible businesses are licensed by the OCM. Once a retail cannabis business or lower-potency hemp edible business has received a license from the OCM, the retail business must register with the city in which the business is located. The proposed ordinance establishes the registration requirement and regulations. Of note are the following requirements for registered businesses: • No more than five (5) registrations will be issued for cannabis retail businesses. • Registrations shall not be issued unless the business complies with the zoning code. • Businesses must pass an initial inspection before registration issuance. • Lower-potency hemp retail businesses must keep all lower-potency hemp edibles, except for beverages, displayed behind a checkout counter or in a locked case. • Retail hours of operation for a cannabis business are limited to 10 a.m. to 9 p.m. Sunday through Saturday. (Regulation of hours of operation are limited by the cannabis state statutes. • Consumption or use of cannabis on the property of a cannabis retail business or at a temporary cannabis event is prohibited. • Annual age verification compliance checks will be conducted by the City. State law allows cities to charge a registration fee to cannabis businesses and hemp businesses and sets a maximum fee. The 2025 Fee Schedule, to be considered by Council later this year, will include the following proposed registration fees: • Cannabis Microbusiness with Retail Endorsement Initial License: $0.00 • Cannabis Microbusiness with Retail Endorsement Renewal: $1,000.00 • Cannabis Mezzobusiness with Retail Endorsement Initial License: $500.00 • Cannabis Mezzobusiness with Retail Endorsement Renewal: $1,000.00 • Cannabis Retailer Initial License: $500.00 • Cannabis Retailer Renewal: $1,000.00 • Lower-Potency Hemp Edible Retailer Initial License: $125.00 • Lower-Potency Hemp Edible Retailer Renewal: $125.00 The proposed registration fees are the maximum allowed by state law. The initial license fee paid by a business includes the business's first renewal, so renewal fees are collected upon the second and all subsequent renewal years. Because the City has a current moratorium on cannabis sales, which expires January 1, 2025, the Council is not being asked to adopt the fees at this time. Chapter 130.06: Drug Paraphernalia: The proposed amendment to the City's drug paraphernalia ordinance clarifies that paraphernalia prohibitions do not apply to cannabis equipment allowed under Minn. Stat. Chapter 342 per the new 2023 legislation. BACKGROUND: Below are significant dates in the development of these cannabis ordinances. July 27, 2023 — The City Council passes Ordinance No. 1124 entitled "Interim Use: Cannabis Restrictions Study", which placed a moratorium on cannabis sales until January 1, 2025. August 8, 2024 — Staff introduces cannabis regulations, State Statute changes, the Office of Cannabis Management (OCM), and the City's ability to regulate cannabis businesses to the City Council. City Council provides staff, the Planning Commission, and the City Attorney with policy direction to begin crafting zoning ordinance to regulate the new cannabis industry. September 19, 2024 — The Planning Commission holds the public hearing on the cannabis zoning ordinance amendment. One comment is received, no members of the public are present at the hearing. October 2, 2024 — The Planning Commission reviews revised ordinance based on public comments. The Planning Commission unanimously recommends approval of the draft ordinance to the City Council. BUDGET IMPACT: Staff estimate registration fees collected in 2025 will be $2,500 to $4,000. ATTACHMENTS: Ordinance Ordinance Ordinance Map Presentation Presentation CITY OF APPLE VALLEY ORDINANCE NO. AN ORDINANCE OF THE CITY OF APPLE VALLEY, MINNESOTA, AMENDING CHAPTER 155 OF THE CITY CODE TO ADD SECTION 155.320 REGULATING CANNABIS BUSINESSES, HEMP BUSINESSES, AND CANNABIS EVENTS The City Council of Apple Valley ordains: AL Section 1. Chapter 155 of the Apple Valley City Code is hereby amended by adding Section 155.320 to read as follows: CANNABIS BUSINESSES,HEMP BUSINESSE ND�'EMPORARY CANNABIS EVENTS § 155.320 CANNABIS BUSINESSES,HEMP BUSINESSES D TEMPO EVENTS. (A) Purpose. The purpose of this section is to re:. - the time, place, and manner of the operation of cannabis businesses, hemp businesses, an. .4 .o ary cannabis events as authorized by Minnesota Statutes, Chapter 342. The regulations orth in this section further and promote the city's interests relative its prposes for zoning re ations as set forth in Section 155.001 and to ensure com ' ility of surrounding land uses. (B) The definitions of words and phrases contained in Minn. Stat. § 342.01 and the Rules promulgated by the Office of Cannabis Management shall apply to this section unless defined differently herein a following words and phrases shall have the meanings stated: CANNAllitULTIVATION and FLTIVATE CANNABIS. Growing cannabis plants from seed or immature plant to mature plant, harvesting cannabis flower from mature plant, packing and labeling immature plants and seedlings and cannabis flower for sale to other cannabis businesses,transporting cannabis flower to a cannabis manufacturer located on the same premises, and performing other actions approved by the Office of Cannabis Management. CANNABIS CULTIVATOR. A business that cultivates cannabis and packages cannabis for sale to another cannabis business. CANNABIS LIELIVERY SERVICE. A business that purchases cannabis flower,cannabis products, and hemp products from cannabis retailers or cannabis businesses with a retail endorsement for the purpose of transport and delivery to customers. CANNABIS EVENT ORGANIZER. A person or entity who organizes or operates temporary cannabis events. 1 CANNABIS MANUFACTURER. A business manufacturing and/or packaging cannabis products and hemp products for sale to a cannabis retailer. CANNABIS MEZZOBUSINESS. A business that may cultivate cannabis and manufacture cannabis products and hemp products and package such products for sale to customers or another licensed business, and that may operate up to three retail locations with a retail operations endorsement. CANNABIS MICROBUSINESS. A business that may lkiltivate cannabis and manufacture cannabis products and hemp products and package suc roducts for sale to customers or another licensed business, and that may operate a single retail location with a retail operations endorsement. CANNABIS RETAIL BUSINESS. A business ensed o ired to be licensed by the State of Minnesota as a cannabis retailer, cann is mezzobusiness etail operations endorsement, cannabis microbusiness with retail.operations dorsement, or • cannabis combination business operating a retail location. 4 CANNABIS RETAILER. A business that sells immature cannabis plants and seedlings, cannabis flower, cannabis products, hemp products, and other products authorized by law to customers and patients, including a cannabis microbusiness with a retail operations endorsement, cannabis mezzobusiness with a retail operations endorsement, and medical cannabis combination business to the extent it is engaged in retail sales exclusively at a location off-site of its cultivation or manufacturing operation selling only its cultivated cannabis or manufactured cannabis products. CANNABIS TEST NG FACILITY. A business that obtains and tests immature cannabis plants and seedlings, can flower, cannabis products, and hemp products. CANNVNSP► R. A bu ss that transports immature cannabis plants and seedlings, cannabis flower,canna) sdu ts, and hemp products to licensed cannabis businesses. CANNABIS WHOLESALE ' A business that purchases and/or sells immature cannabis plants and seedlings,cannabis flower,cannabis products,and hemp products from another licensed cannabis business, and/or imports hemp-derived consumer products and lower-potency hemp edibles. HEMP RETA USINESS. A business that is licensed or required to be licensed by the State of Minnesota as a lower-potency hemp edible retailer. LOWER-POTENCY HEMP EDIBLE MANUFACTURER. A business that manufacturers and packages lower-potency help edibles for consumer sale, and/or sells hemp concentrate and lower-potency hemp edibles to other cannabis businesses and hemp businesses. LOWER-POTENCY HEMP EDIBLE RETAILER. A business that sells lower-potency hemp edibles to customers. 2 MEDICAL CANNABIS COMBINATION BUSINESS. A business that cultivates cannabis and manufactures cannabis and hemp products, and packages such products for sale to customers,patients, or other licensed cannabis businesses, and may operate one retail location per congressional district. TEMPORARY CANNABIS EVENT. An event lasting no more than 4 days at which cannabis products, cannabis flower, lower-potency hemp edibles, and hemp-derived consumer products may be sold and consumed and for which the organizer has nnabis event organizer license issued by the Office of Cannabis Management. (C) Zoning. The operation of a cannabis business, e usiness, and a temporary cannabis event, as the terms are defined herein, shall be limit o property zoned for commercial, industrial, and agricultural uses as specifically set forth below for each type o cannabis business and hemp business: Guiding Co mercial Industri PD Zoning District NCC LB GB RB SC VB BP I-1 I-2 PD AG Business Type li IMP • PD- Cannabis Retailer P P P P R Cannabis Mcrobusiness P* P* P* Cannabis Mezzobusiness P* P* P* Cannabis Cultivator(Indoor onl ) P P P Cannabis Cultivator(Outdoo P P P P Cannabis Manufacturer P P P Cannabis Wholesaler P P P Cannabis Transpo P P P Cannabis Tes)igFacility P P P Cannabis Event Organizer Tempora ent P P P P Cannabis Delivery Service P P P P P* P* P* MedicalCannabis Combination Business PD- (Retail location only) P P P P R Medic al Cannabis Combination Business P* P* P* (Cultivation and processing) Lower-potencyHemp Edible Manufacturer P* P* P* Lower-potencyHemp Edible Retailer P PP P PP PD- R 3 * Retail sale of its cultivated cannabis or manufactured cannabis products is a permitted accessory use, provided the business has retail operation endorsement under its state license and shall be subject to the accessory retail sales regulations for the applicable zoning district regulations as set forth elsewhere in this Chapter. Notes: "P" means Permitted; and "PD-R" means Permitted in Planned Development districts (or zones therein)that permit freestanding or multi-tenant retail building stores and shops. (D) Cannabis business and hemp business regulations and per or nce standards. (1) Minnesota state license required. It is unlawful for any person or legal entity to operate or permit the operation of a cannabis business or hemp business without first obtaining, and having in effect, a license from the Office of Cannabis lYnagement for the cannabis business or hemp business operated. Notwithstanding the foregoing, a cannabis business with license preapproval from the Office of Cannabis Manager nt may cu 'vale cannabis in accq�lance with the preapproval and state law. ��'' // (2) City registration required. Canna is retail businesses and hemp retail businesses shall register with the city as fired in Title XI of this Code. 1 (3) Buffers. Cannabis bus esses not be locate within: 41 , (a) 000 feet of an e tary or secondary school (K-12 grades); (b) 500 feet of a stat icensed day care center, including preschool programs, state licensed residential treatment faci r an attraction within a public park that is regularly used by minors;including a playground o hletic field; or fimia (c) 10 et of an ex ting lawful cannabis business,measured by a line from the nearest point on the prop oundary line of the property on which the existing business is located to the nearest property bou line of the property on which a business is proposed to be located. 1 The setback buffers set fort in clauses (a) and (b) do not apply to an existing licensed and registered cannabis retailer' peration if one of the setback special uses subsequently commences operation within the setbac buffer area. (4) Consumption or use of cannabis at or on the property of a cannabis business is prohibited except as follows: (a) a cannabis microbusiness with an on-site consumption endorsement may permit on-site consumption of edible cannabis products and lower-potency hemp edibles in compliance with state law; and 4 (b) A cannabis business may permit on-site consumption of cannabis and hemp products by an employee in compliance with state law. (E) Signage. Cannabis businesses and hemp businesses may have up to two outdoor signs fixed to the exterior of the building or upon the property of the business. The signage shall comply with the sign permit and regulations set forth in Chapter 154 of this Code. The signage shall not contain imagery as prohibited by, and shall be in accordance with, state statute. (F) Minimum required off-street parking. Cannabis businesses hemp businesses shall meet the minimum off-street parking requirements for the use(man r ,retail store, etc.) as set forth elsewhere in this chapter. (G) Application of Other Zoning Regulations. If not otherwise rth specifically in this section, all zoning regulations in this chapter shall apply o cannabis busi , hemp businesses and temporary cannabis events. (H) Temporary cannabis event. (1) Restrictions. A cannabis event organizer required to obtain a license from the state may host a temporary cannabis event provided the following requirements are met and the event complies with the requirements of a temporary outdoor event regulated elsewhere in this Chapter: (a) A orary canna)ev t may only occur in those zoning districts as iiit set forth above in this Se r he setback from any property line of any residential use or residential zoned property shall be s than 200 feet and the setback for cannabis business as set forth elsewhere in this Section sh apply to any temporary cannabis event; ( e ev ay 1 st no longer than four(4) days (96 hours); and (d) ump ' or use of cannabis at or on the property of a temporary cannabis event is prohibited. 2.Section 2. Summary approved. The City Council hereby determines that the text of the summary marked "Official Summary of Ordinance No. " a copy of which is attached hereto clearly informs the public of the intent and effect of the ordinance. The City Council further determines that publication of the title and such summary will clearly inform the public of the intent and effect of the ordinance. Section 3. Filing. A copy of the ordinance shall be filed in the office of the City Clerk. This copy shall be available for inspection by any person during regular office hours. 5 Section 4. Publication. The City Clerk shall publish the title of this ordinance and the official summary in the official newspaper of the City with notice that a printed copy of the ordinance is available for inspection by any person during regular office hours at the Office of the City Clerk. Section 5. Effective date. This ordinance shall take effect upon its passage and the publication of its title and the official summary. PASSED by the City Council this day of , 2024. Clint Hoaw, Mayor ATTEST: s? Ni Christina M. Scipioni, City Clerk Date of Public Hearing: September 18, • Date Ordinance Adopted: Date Ordinance Published in •e Legal News• .- digS ° 6 CITY OF APPLE VALLEY ORDINANCE NO. AN ORDINANCE OF THE CITY OF APPLE VALLEY, MINNESOTA, AMENDING CHAPTER 155 OF THE CITY CODE TO ADD SECTION 155.320 REGULATING CANNABIS BUSINESSES, HEMP BUSINESSES, AND CANNABIS EVENTS The following is the official summary of Ordinance No. passed b4e City Council of Apple Valley on ,2024: Chapter 155 of the City Code is amended by addi a Section 155.320 which establishes zoning and performance standards ' c nabis businesses,� hemp businesses, and temporary cannabis events. A printed copy of the ordinance is available for i• •n by any person during regular office hours in the office of the City Clerk at the Apple Valle 'unicipal G4cnter, 7100 1i7th Street W., Apple Valley, Minnesota 55124. y d'IS ° CITY OF APPLE VALLEY ORDINANCE NO. AN ORDINANCE OF THE CITY OF APPLE VALLEY, MINNESOTA, AMENDING TITLE XI, ENTITLED `BUSINESS REGULATIONS" OF THE CITY CODE BY ADDING CHAPTER 121 REGARDING CANNABIS AND HEMP RETAIL BUSINESS REGISTRATION The City Council of Apple Valley ordains: Section 1. Title XI of the Apple Valley City Code is h eby amended by adding Chapter 121 to read as follows: CHAPTER 121: CANNABIS AND H RE AIL BUSINESSES § 121.01 PURPOSE. y The purpose of this section is to implement the provisions of Minnesota Statutes, Chapter 342, (2024)which authorizes the city to protect the public health, safety,and welfare of its citizens by requiring registration and regulations of cannabis retail businesses aid hemp retail businesses in accordance with Minnesota law. v § 121.02 DEFINITIONS. 11 The definitions of words and phrases con 'ned in Minnesota Statutes, Chapter 342, (2024 and as be amended hereaf er from time to time) nd the Minnesota Rules promulgated by the Office of Cannabis Mana nt shall apply to this section unless defined differently herein. The following words and phrase shall have the meanitgs stated: NNABIS TAIL BUSINESS. A business that is licensed or required to be licensed by 91 State of Minnesota as a cannabis retailer, cannabis mezzobusiness with retail operations endorsement, cannabis microbusiness with retail operations endorsement, medical cannabis retailer, or medical cannabis Ninbination business operating a retail location. HEMP RETAIL BUSINESS. A business that is licensed or required to be licensed by the State of Minnesota as a lower-potency hemp edible retailer. § 121.03 REGISTRATION REQUIRED. (A) Cannabis retail businesses. It is unlawful for any person or legal entity to operate a cannabis retail business in the city without having a valid cannabis retail business registration on file with the city. A cannabis retail business that, directly or indirectly, keeps for retail sale, sells at retail, or otherwise disposes for remuneration any cannabis flower, cannabis products, lower- potency hemp edibles, or hemp-derived consumer products without having a valid, in effect cannabis retail business registration on file with the city and license with applicable retail 1 endorsement from the State of Minnesota,or during any time that a retail registration is suspended, shall be charged and shall pay a civil penalty for each separate sale, the amount of which shall be established and set forth in the city's fee schedule. (B) Hemp retail businesses. It is unlawful for any person or legal entity to operate a hemp retail business in the city without having a valid hemp retail business registration on file with the city. A hemp retail business that, directly or indirectly, keeps for retail sale, sells at retail, or otherwise disposes for remuneration any lower-potency hemp edible without having a valid, in effect hemp retail business registration on file with the city and license from the State of Minnesota, or during any time that a retail registration is suspended, shall beecharged and shall pay a civil penalty for each separate sale, the amount of which shall be established and set forth in the city's fee schedule. 121.04 LIMITED NUMBER OF CANNABIS jET1L BUS ES ALLOWED WITHIN CITY AND ELIGIBLE FOR REGISTRACON. No more than five (5) cannabis retail blesses are allowed to operate within the city. Registration of a cannabis retail business shall be subject to and conditioned updn the foregoing restricted number of allowed businesses. § 121.05 REGISTRATION. Registration for either a cannabis r it business istra n or a hemp retail business registration shall be made by fully completing and submi the City Clerk the registration form provided by the cit The registration form shall contai e following information and items: (A) Full n of the registrant; (B) Mailing address, email address, and tel one number for the registrant; (C) Name of the cannabis retail business:or hemp retail business to be registered; (D copy of the cannabis retail business' or hemp retail business' current license or license p approval issued by the Office of Cannabis Management; 4(E) The address and legal description of the property on which the cannabis retail business or hemp retail business is to operate; (F) Certification that the registrant/cannabis retail business/hemp retail business complies with the zoning requirements of this Code; (G) Signature of the registrant or the authorized agent of the legal entity registrant; (H) If the registrant is a legal entity, the following information shall be provided for the person designated as *general or primary manager on site: the full name, date of birth, mailing address, contact telepFione number, email address; and (I) Any additional information the city deems necessary. § 121.06 REGISTRATION FEE. No cannabis retail business registration or hemp retail business registration shall be approved or renewed under this chapter until the applicable registration/renewal fee is paid in full. Registration/renewal fees shall be non-refundable upon payment and submission of a complete 2 application for registration or renewal. The registration/renewal fees under this subdivision shall be in an amount set forth in the city's fee schedule. § 121.07 ACTION ON THE REQUESTED REGISTRATION. Registration of a cannabis retail business or hemp retail business will be approved by the City Clerk and in effect and only so long as the following requirements are met: (A) For a cannabis retail license,the registrant holds a valid lice or license preapproval issued to the cannabis retail business by the Office of Cannabis Managem it. For a hemp retail license,the registrant holds a valid lower-potency hemp edible retailer license issued by the Office of Cannabis Management; (B) The registrant paid the total sum of the initial re istratio nd first year renewal fee in the amounts required by the city's fee schedule; AilillS (C) During a preliminary compliance check, the cannabis retail business or hemp retail business is found to be in compliance with the zon. g and perf ance standards for a business established in Title XV of this Code; // (D) The cannabis retail business or hemp reta s 1 urrent on all property taxes and assessments for the property on which the business is ed; and (E) The cannabis retail registration will not exceed t ' itation on number of permitted cannabis retail business registrations set forth bilLt chapter. \ - If the registration form is incomplete,the retail registration all n processed/issued and the City Clerk will send to the applic notice of the deficiencies. § 121.08 RENEWA F RE AIL REGIST TION. A registration for cannabis retail business o emp retail business shall be renewed when the Office of Cannab Management renews the liense of the business provided that the business submits to the city a renewal, registration form provided by the city, the information and docum- .tion required by this chapter f r a new application, and payment of the applicable rene .it registration fee establis n the city's fee schedule. § 121.09 . 'ITIONS O GISTRATION. The following cond. ns apply to cannabis retail businesses with a valid cannabis retail registration, and hemp reta businesses with a valid hemp retail registration, from the city under this section: (A) The registered business shall comply with all provisions of this chapter and the zoning regulations in this Code as applicable to the registered business; (B) The registered business shall comply with all Minnesota laws and state licensing conditions regulating cannabis retail businesses and hemp retail businesses as may be applicable; (C) No cannabis flower, cannabis products, lower-potency hemp edibles, or hemp- derived consumer products shall be sold to any person under 21 years of age unless the person is 3 enrolled in the registry program and the cannabis business holds a medical cannabis retail endorsement. (D) The display and storage of cannabis flower, cannabis products, lower-potency hemp edibles and hemp-derived consumer products shall be in accordance with Minnesota Statutes governing cannabis retail businesses. (E) A hemp retail business shall keep all lower-potency hemp edibles, other than lower- potency hemp edibles that are intended to be consumed as a beverage, displayed behind a checkout counter where the public is not permitted or in a locked case. All lower-potescy hemp edibles that are not displayed shall be stored in a secure area. (F) Retail Hours of Operation. , (1) A cannabis business with a licen .r endorsement authorizing the retail sale of cannabis flower or cannabis products may not annabi ower, cannabis products, lower- potency hemp edibles, or hemp-derived consu r . cts be i - 10:00 a.m. or after 9:00 p.m. each day. (2) A cannabis business with a license or en. - ent authorizing the retail sale of cannabis flower or cannabis products may not be open to th- is .r sell any other products during the times when it is prohibited from selling abis flo cannabis products, lower- potency hemp edibles, and hemp-derived consumer (G) Consumption or of cannab at or on property of a cannabis event is prohibited. Consumption or use cannabis a r on the property of a cannabis business is prohibited except: (1) A cannabis microbusiness w an on-site consumption endorsement may permit on-site consumption of edible cannabis products and lower-potency hemp edibles in compli e with state law; and (2) A canna busin may permit on-site consumption of cannabis and hemp products by ployee in compliance with state law. § 121.10 AGE ICATION COMPLIANCE CHECKS. All registered c nabis retail businesses and hemp retail businesses licensed by the Office of Cannabis Management shall be open to inspection by the city during the regular business hours of the business. From time to time, but no less than once per calendar year, the city will conduct unannounced age verification compliance checks to ensure compliance with the provisions of Minnesota Statutes, Chapter 342 and this chapter. All age verification compliance check failures will be reported to the Office of Cannabis Management. § 121.11 PRELIMINARY COMPLIANCE CHECKS. 4 Before issuing a retail registration, the city will conduct a preliminary compliance check to ensure that the cannabis retail business or hemp retail business is compliant with the zoning, building code, and performance standards for cannabis businesses and hemp businesses established in this chapter and elsewhere in this Code. § 121.12 CHANGE IN LOCATION. If a registered cannabis retail business or hemp retail business seeks to move to a new location within the city, the business shall submit a new application f tail registration for the new location prior to the relocation. No additional registration fee o e fee shall be required for a change in location. § 121.13 REGISTRATION IS NONTRANSFERABLE. Cannabis retail business registrations and he retail usiness regis ns issued under this chapter shall not be transferred to a different c bis reta. business or he ' business. § 121.14 SUSPENSION OF RETAIL REGISTRA'l ION. If the city determines that the Nolder of a cannabis retail registration or hemp retail registration under the chapter has violated the provisions of this chapter or other provisions of this Code pertaining to the operation of cannabis retail business or hemp retail business, or the operation of the business poses an immediat th 'safety to the health safety of the public, the city may suspend the retail registration of the busi s. The city w mmediately notify the Office of Cannabis Management of the susptnsion, as we as provide escription of the grounds therefor. The suspension shall be for a period of no more than 30 days unless the Office of Cannabis Management revokes or suspends the license and operating privilege of the business for a longer period of time. The city,may reinstate a suspended retail registration if the city determines the violation has b red. D b . s. any period of suspension, it shall be unlawful for the business to sell any products or 'ch t', i Mess needed a license to sell from the Office of Cannabis Management. Section 2. Summary approv- . The City Council hereby determines that the text of the summary marked "Official Summary of Ordinance No. " a copy of which is attached hereto clearly informs the public of the intent and effect of the ordinance. The City Council further determines that publication of the title and such summary will clearly inform the public of the intent and effect of the ordinance. Section 3. Filing. A copy of the ordinance shall be filed in the office of the City Clerk. This copy shall be available for inspection by any person during regular office hours. Section 4. Publication. The City Clerk shall publish the title of this ordinance and the official summary in the official newspaper of the City with notice that a printed copy of the ordinance is available for inspection by any person during regular office hours at the Office of the City Clerk. 5 Section 5. Effective date. This ordinance shall take effect upon its passage and the publication of its title and the official summary. PASSED by the City Council this day of , 2024. Clint Hooppaw, or ATTEST: Christina M. Scipioni, City Clerk °Iel Date Ordinance Adopted: Date Ordinance Published in the Legal Newspaper: diS ° CITY OF APPLE VALLEY ORDINANCE NO. AN ORDINANCE OF THE CITY OF APPLE VALLEY, MINNESOTA, AMENDING TITLE XI,ENTITLED"BUSINESS REGULATIONS"OF THE CITY CODE BY ADDING CHAPTER 121 REGARDING CANNABIS RETAIL BUSINESS REGISTRATION The following is the official summary of Ordinance No. passed be City Council of Apple Valley on ,2024: Chapter XI of the City Code is amended by addin new Chapter 121 which establishes registration requirements, registration ' • , d compliance checks for cannabis retail businesses. \ A printed copy of the ordinance is available for i• •n by any person during regular office hours in the office of the City Clerk at the Apple Valle •unicipal G4cnter, 7100 1i7th Street W., Apple Valley, Minnesota 55124. y dioc11115p, e 7 CITY OF APPLE VALLEY ORDINANCE NO. AN ORDINANCE OF THE CITY OF APPLE VALLEY, MINNESOTA, AMENDING CHAPTER 130.06,ENTITLED"DRUG PARAPHERNALIA"OF THE CITY CODE BY AMENDING THE DRUG PARAPHERNALIA PROHIBITIONS THEREIN The City Council of Apple Valley ordains: Section 1. Title XIII of the Apple Valley City Code is hereby amended by adding Section 130.06 (D)(4)to read as follows: § 130.06 DRUG PARAPHERNALIA. * * Y. Y. (D) Prohibited activity. * * * * (4) The prohibitions of this section shall not apply to drug paraphernalia used, possessed, manufactured, delivered, or advertised as otherwise permitted by Minnesota Statutes, Chapter 342 (2024 and as amended thereafter). Section 2. Filing. A copy of the ordinance shall be filed in the office of the City Clerk. This copy shall be available for inspection by any person during regular office hours. Section 3. Effective date. This ordinance shall take effect upon its passage and the publication of its title and the official summary. PASSED by the City Council this day of , 2024. Clint Hooppaw, Mayor ATTEST: Christina M. Scipioni, City Clerk Date Ordinance Adopted: Date Ordinance Published in the Legal Newspaper: D 4" Jensen Lake i tier o 1\1 / , f; , i 'tle A � Q 1 R/ JRia_i /, i A4141- Q,„ o 0 A i d,7 ,. ,,,,ii, D_L:,,,, ,,, 1 fl,i- i, Td� °Ll - - � Ct 6 -,S)' q Er.. Iii [iit,5,,,n ,t � 0 (7. -- 4 � Ole //Lfli vlls�` 'VI— i j1<k il, 0 ���aotn.st.wA�r1 _1: 74-7* � L�1,1 _aM a'� RII _ ' � m Y l ,'/ o School* , al _1�— , �11 10 i 0 ill' . T = u I� �— `y a p 0 1000'Buffer d W ` 1P 4 i or, P Park* I�.,I■ 7P. II��!_ * / r - �-4 I�/C 145th StiW�._ 1 '411eA A ` 1� J u�' 500'Buffer 7 t �—�1�r del/ � i I1-.14111 ����� � J 1a�thsc_w w�� �� Child Care/Preschool* c Liklfr � rCI 500 Buffer / \ 0 * ,� / Pesidential Treatment Facility _ ��__ soth st ( ® Zr_ \� c ir _im � 500'Buffer �'�T~I II^. , r z �V� Q a Land Use(2040) m n__ ^ . `�/ r��►�� L �� \�' Commercial � D 0 CIA\ l I'li� P ��1� �, Industrial � Er Mixed Business Campus EkEo01--'.1 - I(�I (�/'��� 1 155th st-w� S� J� ` �� AI Mixed Use i -_ib &II L \ \ \ ‘ 1.--- ' I r _�� .4_�Z^ wirSj � , 157thStw I ` 1 } °- 1.1 fg _ _ o 0.25 0.5 0.75 IW/Wl `�1i���%�L(/iU ►1/ \ or Miles �` 11 16oth St —`,.� oY *Only those buffers that intersect with E properly zoned parcels are displayed here. a ••••• CANNABIS RETAIL DISPENSARY BUFFER MAP Apple„ Valley CITY OF APPLE VALLEY Cannabis Ordinances City Council Ap October 24, 2024 pValley Actions Requeste . 1. Pass Ordinance Amending Chapter 155 of City Code to Add Section 155.320, Regulating Cannabis Businesses, Hemp Businesses, and Cannabis Events. (Recommend waiving second reading.) Pass Ordinance Amending Title XI of City Code entitled "Business Regulations" Adding Chapter 121, Regarding Cannabis and Hemp Retail Businesses. (Recommend waiving second reading.) Pass Ordinance Amending Chapter 130.06 of City Code entitled "Drug Paraphernalia" Amending Drug Paraphernalia prohibitions. (Recommend waiving second reading.) Apple Significant Dates 2023 — State of Minnesota legalized the possession, use, manufacturing, and sale of certain cannabis products. July 27, 2023 — City of Apple Valley adopted Resolution 2023- 108 and Ordinance 1124 Resolution 2023-108 authorized staff to begin study of a cannabis ordinance for local regulations Ordinance 1124 restricted the retail sale of cannabis products until January 1, 2025 Appian lley Significant Dates • June 2024 - Office of Cannabis Management (OCM) releases their first version of "A Guide for Local Governments on Adult- Use Cannabis", which includes a model ordinance • August 8, 2024 — Staff sought preliminary policy direction from the City Council on three guiding policy questions. Should the number of retail cannabis businesses be capped? If so, how should licenses be determined? Should the City implement buffers as outlined in the State Statutes? Which zoningdistricts should be consideredfor eachtype ofuse? APPValley Significant Dates September 19, 2024 — Public hearing held at Planning Commission. One written comment received. October 2, 2024 — Planning Commission unanimously recommends draft ordinance to the City Council. October 24, 2024 — City Council reviews draft ordinance. The Council may waive the second reading, if desired. November 12, 2024 — Second reading of ordinance, if needed. A;�e Cannabis License Approval Process " Cannabis business applies for license preapproval with OCM Upon issuance, business has 18 months to apply for final license Cannabis business selects location, applies for local approvals Zoning approvals Building permits 3 Cannabis business applies for a final license with OCM OCM contacts City to confirm conformance with zoning, building and fire code Retail cannabis business registers with the City Appian lley Policy Direction Should the number of retail cannabis businesses be capped? If so, how should licenses be determined? Licenses are for the retail sale of cannabis products, not hemp-based products. Licenses are issued by OCM — business registration is done by the City. Cities may cap licenses at one per 12,500 residents. Apple Valley's current population is 56,252, which allows the City to cap at five (5) total licenses if desired 2040 population is 63,600 for a total of 6 licenses Commission Recommendation: Limit the licensures to five (5) per statutory limitations. A �ie pp Valley Policy Direction Should the City implement buffers as outlined in the State Statutes? Maximum buffer distances permitted by statute: 1,000 feet from schools 500 feet from daycares 500 feet from residential treatment facilities 500 feet from "an attraction within a park that is regularly used by minors, including a playground or athletic field" Commission Recommendation: Implement the maximum buffers as allowed by statute. Implement 1,000' buffer between retail sales/dispensary locations. Apple - ••.'..7.--_- . e-"- .-- ..-- ) ' • : P /•• --- a re 4.. , . -,,,,,,... ., . . . :A i_riga 4 lit . . . . , , L.---,-. mg irdigill a , 40,441,: go ir „ —,40,01 .1017 r.". illr , 1 P •.cis lik _ .: -**.-' OA . . I a .....,—,..,)• :-- -40:701.—will1 rii /I a . .- r-- / C DR A r' - pow..A r,:- .. I]c-4 ..„irttioni.-Fr.-- (_- : ... :,,c- .I iii 1[1- lt;7 /Alii'l :. - . 1- ' .-- I. 1 E • :'='Pers..:. . AP4w. • . < - - . . • 41-- - - -j= --- F,-, r\el , . -- tf , 11 flh —I i -. • . , ,,•• I I ,._ or I . i / 1 • 1 . . go,. ; it, 1 '''''' " Al • . 3 School' ! - 3 ; .•----,--A._••_,' ,-- , R e- oar Buffer Park• SW Buffer f efsate, re Chdd Care/Preschool. I — 500 Buffer ,, lailli I f-" 7 T. l -.‘"o1)* Restdennal Treatment Ewan-v.' Aft II Mi [ SCr7 Buffer MU„min g M \ II ill ' 1 Ilk — E- Indusmat E---' Muee Busmess Campus --A l r taxed Use i 0 t .:, ..._„,_....,.,....._. Apple Valley •::.:i:i:• CANNABIS RETAIL DISPENSARY BUFFER MAP Apple Vaiiey CITY OF APPLE VALLEY Policy Direction Which zoning districts should be considered for each type of use? Draft ordinance allows the retail sale of cannabis where other retail sale of products occur. Manufacturers, wholesalers, transporters, testing facilities, delivery services, and medical producers are proposed as a Permitted use in Industrial zones. Outdoor cultivation is proposed as a Permitted use in Agricultural zones. Commission Recommendation: Cannabis land uses should be permitted where similar uses are currently permitted. AppValley Cannabis Businesses Preliminary Zoning Guide Guiding Mnrnercial-11M1Industri ZoningDistrict BP I-1 I-I AG•IIIU ■ Notes iness T e -..-11.11 Cannabis Retailer P P P P PD-R Cannabis Microbusiness P* P* P* With retail endorsement,retail sales could also occur if Cannabis Mezzobusiness P* P* P* With retail endorsement,retail sales could also occur Cannabis Cultivator(Indoor only) P P P Cannabis Cultivator(Outdoor) P Cannabis Manufacturer P P P Cannabis Wholesaler P P P Cannabis Transporter P P P Cannabis Testing Facility P P P Cannabis Event Organizer P P P P Draft Ordinance does not allow the sampling of product at an event Cannabis Delivery Service P P P P P* P* P* Medical Cannabis Cultivator P P P P Medical Cannabis Processor P P P Processing is all indoors.Could be a permitted use? Medical Cannabis Retailer P P P P PD-R Medical Cannabis Combination Business P* P* P* If all activity is indoors,could this be a permitted use? Lower-potency Hemp Edible Manufacturer P* P* P* Retail sales of product produced on site is permitted in these zones Lower-potency Hemp Edible Retailer ■,,,.6.11 i Retail sales of this product are permitted where any other retail sales are permitted aim by state statute *Retail sale of its cultivated cannabis or manufactured cannabis products is a permitted accessory use,provided the business has retail operation endorsement under its state license and shall be subject to the accessory retail sales regulations for the applicable zoning district regulations as set forth elsewhere in this Chapter. **There are currently no properties zoned with this designation. "P"means Permitted;and"PD-R"means Permitted in Planned Development districts(or zones therein)that permit freestanding or multi-tenant retail building stores and shops. Public Hearing Held by Planning Commission on Sept. 19. No public testimony. One letter submitted and entered into public record. Comments were based on the definition of retail cannabis business. The City Attorney revised the language to address comments. Commissioners questioned what would occur if a new sensitive business located within the buffer zone of a cannabis retailer. Staff and City Attorney have drafted an ordinance provision clarifying that if a licensed cannabis business is in a compliant location and a sensitive use moves in within a buffer, the cannabis business may continue in their location. AppValley Retail Registration OCM issues licenses to retail cannabis businesses and retail lower-potency hemp edible businesses. After license issuance, retail businesses register with the City. If registration requirements are met, the City Clerk shall issue a registration. If a registered business violates City Code or poses imminent threat public health or safety, City may suspend the registration up to 30 days. OCM will have an expedited complaint review process for cities. Apd�a„e, Registration Regulations Registration regulations include: No more than five (5) registrations for cannabis retail businesses Compliance with the zoning code An initial inspection before registration issuance Lower-potency hemp retail businesses must keep all lower-potency hemp edibles, except for beverages, displayed behind a checkout counter or in a locked case Retail cannabis business can be open 10 a.m. to 9 p.m. Consumption or use of cannabis on the property of a cannabis retail business or at a temporary cannabis event is prohibited Annual age verification compliance checks will be conducted by the City Appien Proposed Registration Fees License Type Initial License Fee Renewal License Fee Cannabis Microbusiness with Retail $0.00 $1,000.00 Endorsement Cannabis Mezzobusiness with Retail $500.00 $1,000.00 Endorsement Cannabis Retailer $500.00 $1,000.00 Lower-Potency Hemp Edible Retailer $125.00 $125.00 Initial license fee includes business's first renewal. Proposed fees are maximum allowed by State Statutes. AppValley Drug Paraphernalia Ordinance Clarifies paraphernalia prohibitions do not apply to cannabis equipment allowed under Minn. Stat. Chapter 342 Actions Requeste . 1. Pass Ordinance Amending Chapter 155 of City Code to Add Section 155.320, Regulating Cannabis Businesses, Hemp Businesses, and Cannabis Events. (Recommend waiving second reading.) Pass Ordinance Amending Title XI of City Code entitled "Business Regulations" Adding Chapter 121, Regarding Cannabis and Hemp Retail Businesses. (Recommend waiving second reading.) Pass Ordinance Amending Chapter 130.06 of City Code entitled "Drug Paraphernalia" Amending Drug Paraphernalia prohibitions. (Recommend waiving second reading.) Apple Cannabis Ordinances City Council Ap October 24, 2024 pValley Actions Requeste . 1. Pass Ordinance Amending Chapter 155 of City Code to Add Section 155.320, Regulating Cannabis Businesses, Hemp Businesses, and Cannabis Events. (Recommend waiving second reading.) Pass Ordinance Amending Title XI of City Code entitled "Business Regulations" Adding Chapter 121, Regarding Cannabis and Hemp Retail Businesses. (Recommend waiving second reading.) Pass Ordinance Amending Chapter 130.06 of City Code entitled "Drug Paraphernalia" Amending Drug Paraphernalia prohibitions. (Recommend waiving second reading.) Apple Significant Dates 2023 — State of Minnesota legalized the possession, use, manufacturing, and sale of certain cannabis products. July 27, 2023 — City of Apple Valley adopted Resolution 2023- 108 and Ordinance 1124 Resolution 2023-108 authorized staff to begin study of a cannabis ordinance for local regulations Ordinance 1124 restricted the retail sale of cannabis products until January 1, 2025 Appian lley Significant Dates • June 2024 - Office of Cannabis Management (OCM) releases their first version of "A Guide for Local Governments on Adult- Use Cannabis", which includes a model ordinance • August 8, 2024 — Staff sought preliminary policy direction from the City Council on three guiding policy questions. Should the number of retail cannabis businesses be capped? If so, how should licenses be determined? Should the City implement buffers as outlined in the State Statutes? Which zoningdistricts should be consideredfor eachtype ofuse? APPValley Significant Dates September 19, 2024 — Public hearing held at Planning Commission. One written comment received. October 2, 2024 — Planning Commission unanimously recommends draft ordinance to the City Council. October 24, 2024 — City Council reviews draft ordinance. The Council may waive the second reading, if desired. November 12, 2024 — Second reading of ordinance, if needed. A;�e Cannabis License Approval Process " Cannabis business applies for license preapproval with OCM Upon issuance, business has 18 months to apply for final license Cannabis business selects location, applies for local approvals Zoning approvals Building permits 3 Cannabis business applies for a final license with OCM OCM contacts City to confirm conformance with zoning, building and fire code Retail cannabis business registers with the City Appian lley Policy Direction Should the number of retail cannabis businesses be capped? If so, how should licenses be determined? Licenses are for the retail sale of cannabis products, not hemp-based products. Licenses are issued by OCM — business registration is done by the City. Cities may cap licenses at one per 12,500 residents. Apple Valley's current population is 56,252, which allows the City to cap at five (5) total licenses if desired 2040 population is 63,600 for a total of 6 licenses Commission Recommendation: Limit the licensures to five (5) per statutory limitations. A �ie pp Valley Policy Direction Should the City implement buffers as outlined in the State Statutes? Maximum buffer distances permitted by statute: 1,000 feet from schools 500 feet from daycares 500 feet from residential treatment facilities 500 feet from "an attraction within a park that is regularly used by minors, including a playground or athletic field" Commission Recommendation: Implement the maximum buffers as allowed by statute. Implement 1,000' buffer between retail sales/dispensary locations. Apple - ••.'..7.--_- . e-"- .-- ..-- ) ' • : P /•• --- a re 4.. , . -,,,,,,... ., . . . :A i_riga 4 lit . . . . , , L.---,-. mg irdigill a , 40,441,: go ir „ —,40,01 .1017 r.". illr , 1 P •.cis lik _ .: -**.-' OA . . I a .....,—,..,)• :-- -40:701.—will1 rii /I a . .- r-- / C DR A r' - pow..A r,:- .. I]c-4 ..„irttioni.-Fr.-- (_- : ... :,,c- .I iii 1[1- lt;7 /Alii'l :. - . 1- ' .-- I. 1 E • :'='Pers..:. . AP4w. • . < - - . . • 41-- - - -j= --- F,-, r\el , . -- tf , 11 flh —I i -. • . , ,,•• I I ,._ or I . i / 1 • 1 . . go,. ; it, 1 '''''' " Al • . 3 School' ! - 3 ; .•----,--A._••_,' ,-- , R e- oar Buffer Park• SW Buffer f efsate, re Chdd Care/Preschool. I — 500 Buffer ,, lailli I f-" 7 T. l -.‘"o1)* Restdennal Treatment Ewan-v.' Aft II Mi [ SCr7 Buffer MU„min g M \ II ill ' 1 Ilk — E- Indusmat E---' Muee Busmess Campus --A l r taxed Use i 0 t .:, ..._„,_....,.,....._. Apple Valley •::.:i:i:• CANNABIS RETAIL DISPENSARY BUFFER MAP Apple Vaiiey CITY OF APPLE VALLEY Policy Direction Which zoning districts should be considered for each type of use? Draft ordinance allows the retail sale of cannabis where other retail sale of products occur. Manufacturers, wholesalers, transporters, testing facilities, delivery services, and medical producers are proposed as a Permitted use in Industrial zones. Outdoor cultivation is proposed as a Permitted use in Agricultural zones. Commission Recommendation: Cannabis land uses should be permitted where similar uses are currently permitted. AppValley Cannabis Businesses Preliminary Zoning Guide Guiding Mnrnercial-11M1Industri ZoningDistrict BP I-1 I-I AG•IIIU ■ Notes iness T e -..-11.11 Cannabis Retailer P P P P PD-R Cannabis Microbusiness P* P* P* With retail endorsement,retail sales could also occur if Cannabis Mezzobusiness P* P* P* With retail endorsement,retail sales could also occur Cannabis Cultivator(Indoor only) P P P Cannabis Cultivator(Outdoor) P Cannabis Manufacturer P P P Cannabis Wholesaler P P P Cannabis Transporter P P P Cannabis Testing Facility P P P Cannabis Event Organizer P P P P Draft Ordinance does not allow the sampling of product at an event Cannabis Delivery Service P P P P P* P* P* Medical Cannabis Cultivator P P P P Medical Cannabis Processor P P P Processing is all indoors.Could be a permitted use? Medical Cannabis Retailer P P P P PD-R Medical Cannabis Combination Business P* P* P* If all activity is indoors,could this be a permitted use? Lower-potency Hemp Edible Manufacturer P* P* P* Retail sales of product produced on site is permitted in these zones Lower-potency Hemp Edible Retailer ■,,,.6.11 i Retail sales of this product are permitted where any other retail sales are permitted aim by state statute *Retail sale of its cultivated cannabis or manufactured cannabis products is a permitted accessory use,provided the business has retail operation endorsement under its state license and shall be subject to the accessory retail sales regulations for the applicable zoning district regulations as set forth elsewhere in this Chapter. **There are currently no properties zoned with this designation. "P"means Permitted;and"PD-R"means Permitted in Planned Development districts(or zones therein)that permit freestanding or multi-tenant retail building stores and shops. Public Hearing Held by Planning Commission on Sept. 19. No public testimony. One letter submitted and entered into public record. Comments were based on the definition of retail cannabis business. The City Attorney revised the language to address comments. Commissioners questioned what would occur if a new sensitive business located within the buffer zone of a cannabis retailer. Staff and City Attorney have drafted an ordinance provision clarifying that if a licensed cannabis business is in a compliant location and a sensitive use moves in within a buffer, the cannabis business may continue in their location. AppValley Retail Registration OCM issues licenses to retail cannabis businesses and retail lower-potency hemp edible businesses. After license issuance, retail businesses register with the City. If registration requirements are met, the City Clerk shall issue a registration. If a registered business violates City Code or poses imminent threat public health or safety, City may suspend the registration up to 30 days. OCM will have an expedited complaint review process for cities. Apd�a„e, Registration Regulations Registration regulations include: No more than five (5) registrations for cannabis retail businesses Compliance with the zoning code An initial inspection before registration issuance Lower-potency hemp retail businesses must keep all lower-potency hemp edibles, except for beverages, displayed behind a checkout counter or in a locked case Retail cannabis business can be open 10 a.m. to 9 p.m. Consumption or use of cannabis on the property of a cannabis retail business or at a temporary cannabis event is prohibited Annual age verification compliance checks will be conducted by the City Appien Proposed Registration Fees License Type Initial License Fee Renewal License Fee Cannabis Microbusiness with Retail $0.00 $1,000.00 Endorsement Cannabis Mezzobusiness with Retail $500.00 $1,000.00 Endorsement Cannabis Retailer $500.00 $1,000.00 Lower-Potency Hemp Edible Retailer $125.00 $125.00 Initial license fee includes business's first renewal. Proposed fees are maximum allowed by State Statutes. AppValley Drug Paraphernalia Ordinance Clarifies paraphernalia prohibitions do not apply to cannabis equipment allowed under Minn. Stat. Chapter 342 Actions Requeste . 1. Pass Ordinance Amending Chapter 155 of City Code to Add Section 155.320, Regulating Cannabis Businesses, Hemp Businesses, and Cannabis Events. (Recommend waiving second reading.) Pass Ordinance Amending Title XI of City Code entitled "Business Regulations" Adding Chapter 121, Regarding Cannabis and Hemp Retail Businesses. (Recommend waiving second reading.) Pass Ordinance Amending Chapter 130.06 of City Code entitled "Drug Paraphernalia" Amending Drug Paraphernalia prohibitions. (Recommend waiving second reading.) Apple • ITEM: 5.C. ••••• • ••• COUNCIL MEETING DATE: October 24, 2024 Apple Valley SECTION: Regular Agenda Description: Pass Ordinance Amending Chapter 155.350 of the City Code, Regulating Stormwater Management Requirements (Recommend waiving second reading.) Staff Contact: Department/ Division: Matt Saam, Public Works Director Public Works Department ACTION REQUESTED: Pass the ordinance amending Chapter 155.350 of the City Code, regulating stormwater management requirements. (Recommend waiving second reading.) SUMMARY: Staff is proposing amendments to Section 155.350 of the City's zoning regulations. Section 155.350 sets forth drainage and impervious surface requirements. The purpose of the amendment is to delete the drainage requirement provisions which will be moved to Chapter 152, Natural Resources Management regulations, with an Ordinance Amendment that is being considered separately at this meeting by Council. The drainage requirements, when added to Chapter 152, will be amended to delete outdated stormwater design criteria and to include a requirement that applicants must follow the City's Stormwater Management Plan when land is developed or disturbed. Section 155.350 will maintain the impervious surface requirements. BACKGROUND: At the July 11, 2024, Informal Council meeting, staff reviewed the proposed ordinance revisions with the City Council. The Minnesota Pollution Control Agency issued a new Municipal Separate Storm Sewer System (MS4) Permit in 2020. As required by the permit, the City must modify its regulations and policies to be compliant with the latest revisions to the permit. In reviewing the existing ordinances, staff determined revisions were needed to existing code to eliminate outdated language and to more clearly convey requirements related to land use and development activity within the City. The proposed ordinance amendment to City Code Section 155.350, drainage requirements, will be moved to City Code Chapter 152 with amendments to remove outdated stormwater runoff design criteria and require compliance with the City's Surface Water Management Plan requirements. BUDGET IMPACT: N/A ATTACHMENTS: Ordinance Presentation CITY OF APPLE VALLEY ORDINANCE NO. AN ORDINANCE OF THE CITY OF APPLE VALLEY, MINNESOTA, AMENDING TITLE XV OF THE CITY CODE ENTITLED "LAND USAGE"BY AMENDING SECTION 155.350 REGARDING STORMWATER MANAGEMENT. The City Council of Apple Valley ordains: Section 1. Title XV of the Apple Valley City Code is amended by revising Section 155.350 to read as follows: § 155.350 DRAINAGE REQUIREMENTS. (A) No land shall be developed and no use shall be permitted that results in water runoff causing flooding or erosion on adjacent property. Run off shall be properly channeled into a storm drain, watercourse, ponding area or other suitable facility. All land/property within the City shall be subject to the City's drainage and stormwater management regulations in accordance with the City's Stormwater Management Plan, Surface Water Management Plan or other operational plans adopted by the City and in accordance with those regulations set forth in Chapter 152 herein governing natural resources management regulations. (B) An approved drainage plan shall be submitted and approved for any new, redeveloped, or expanded commercial, industrial, multiple residential and institutional development, subject to the following requirements: (1) A maximum storm water run off coefficient of 0.6 for a five year rainfall event (2.4 cubic feet per se trunk having a design capacity that can accommodate a run off coefficient greater than 0.6, as determined by the City Engineer and in accordance with the adopted Apple Valley Master Stormwater Management Plan, the run off coefficient of the drainage plan may be increased to no more than 0.9. (2) On site infiltration of the first one half inch of storm water resulting from any rainfall event. The volume of infiltration necessary to achieve this standard is to be calculated with the formula: Volume of infiltration area (acres feet) — (0.042') x (number of acres). This requirement may be waived if the soil conditions are found to be unsuitable for infiltration or if the infiltration is already being accomplished within the drainage district (as identified within the adopted Apple Valley Master Stormwater Management Plan) in which the subject development property lies. (GB) The maximum impervious surface area on a lot or parcel with a one-family detached dwelling (house) or lots with two-family attached dwellings (twinhome) shall not exceed the following coverage: Lot Size' Maximum Impervious Coverage Allowed 10,000 sq. ft. or greater 35% 9,999 sq. ft. - 7,500 sq. ft. 40% 7,499 sq. ft. - 6,000 sq. ft. 45% Less than 6,000 sq. ft. 50% (1) Actual lot area shall be rounded up to the nearest whole number for determination of its lot size hereunder. (2) (a) Lots located within a "PD" (Planned Development) zoning district on which an one-family detached dwelling(house) or lots with two-family attached dwellings (twin home) is a permitted use shall comply with the requirements above, unless impervious surface coverage is specifically addressed in the ordinance establishing the PD zoning district. (b) Lots zoned for multi-family dwellings on which the dwelling units, attached or detached, comprises the lot of record and the open space or yard surrounding the unit is not exclusively owned by the dwelling unit owner and is instead owned as a CIC or other common property interests, are not subject to this clause. (DC) The maximum impervious surface area allowed hereunder may be increased up to an additional 5% upon a showing of circumstances supporting good cause for additional impervious surface area in excess of the limitations herein and upon the installation of a city approved on-site stormwater management facility. An application for a request hereunder shall be filed with the City Clerk upon an application form furnished by the city. The application fee and a performance security escrow,which shall be in an amount established by City Council resolution, shall be paid and filed with the application. (ID) Any lot or parcel that has impervious surface area in excess of the maximum area allowed herein as of April 30, 2018, shall be deemed as legal nonconforming. The impervious surface area existing on a lot as of April 30, 2018, may be maintained, repaired or replaced, but may not be expanded. If the lot or parcel is redeveloped in its entirety,the impervious surface area restrictions set forth herein shall apply. Section 2. Summary approved. The City Council hereby determines that the text of the summary marked "Official Summary of Ordinance No. " a copy of which is attached hereto clearly informs the public of the intent and effect of the ordinance. The City Council further determines that publication of the title and such summary will clearly inform the public of the intent and effect of the ordinance. Section 3. Filing. A copy of the ordinance shall be filed in the office of the City Clerk. This copy shall be available for inspection by any persons during regular office hours. Section 4. Publication. The City Clerk shall publish the title of this ordinance and the official summary in the official newspaper of the City with notice that a printed copy of the ordinance is available for inspection by any person during regular office hours at the Office of the City Clerk. 2 Section 5. Effective date. This ordinance shall take effect upon its passage and the publication of its title and the official summary. PASSED by the City Council this day of , 2024. Clint Hooppaw, Mayor ATTEST: Christina Scipioni, City Clerk 3 CITY OF APPLE VALLEY ORDINANCE NO. AN ORDINANCE OF THE CITY OF APPLE VALLEY, MINNESOTA, AMENDING TITLE XV OF THE CITY CODE ENTITLED "LAND USAGE" BY AMENDING SECTION 155.350 REGARDING STORMWATER MANAGEMENT. The following is the official summary of Ordinance No. passed by the City Council of Apple Valley on , 2024: Section 155.350 of the City Code is revised to update and clarify stormwater management requirements as required under the federal National Pollutant Discharge Elimination System Program regulated under the Clean Water Act in Title 33 of the United States Code, and adopted by the laws of the State of Minnesota. A printed copy of the ordinance is available for inspection by any person during regular office hours in the office of the City Clerk at the Apple Valley Municipal Center, 7100 147th Street W., Apple Valley, Minnesota 55124. 4 CH . 155 ORDINANCE REVISIONS City Council Meeting — October 24, 202A Apple „ a Matt Saam, Public Works Director VlleY •••• ••••• •••• ••• CH. 155 ORDINANCE DISCUSSION AppValley What Prompted the Revisions? miMINNTRNESOTOL AAGENCY POLLUTION CO Ch . 155 — changes required in accordance with the MS4 ( Municipal Separate Storm Sewer System ) Permit from the MPCA U= CH. 155 - REVISION SUMMARY A Valley • Existing Ch. 155.350 Drainage Requirements has both stormwater runoff design criteria and impervious surface coverage requirements. • Modifying Section Ch. 155.350 Drainage Requirements to : • Remove outdated stormwater runoff design criteria and move the design criteria into Ch. 152 Natural Resources Management • Replace design criteria section with a reference to follow the drainage requirements as listed in the City's Surface Water Management Plan and Ch. 152 Natural Resource Management • No change to impervious surface requirements •••• ••••• ••• CH. 155 ORDINANCE REVISIONS •••• Apple QUESTIONS? • ITEM: 5.D. • •• ••• ••• COUNCIL MEETING DATE: October24, 2024 Apple Valley SECTION: Regular Agenda Description: Pass Ordinance Amending Chapter 152 of the City Code, Regulating Natural Resources (Recommend waiving second reading.) Staff Contact: Department/ Division: Matt Saam, Public Works Director Public Works Department ACTION REQUESTED: Pass the ordinance amending Chapter 152 of the City Code, regulating Natural Resources. (Recommend waiving second reading.) SUMMARY: This code revision was initiated based on requirements of the City's 2020 MS4 (Municipal Separate Storm Sewer System) Permit from the Minnesota Pollution Control Agency (MPCA). Due to the extensive nature of the needed revisions to Chapter 152, it is recommended that the current Chapter 152 be deleted in its entirety and be replaced with a new Chapter 152 (see attached). A summary of the major points of the new Ch. 152 ordinance include: • Requirement for proper bulk storage of de-icing material (salt) for minimum quantities of 5-tons (dry) or 1000-gals (liquid); Temporary/seasonal storage allowed with an NRMP permit from Nov. 1 to April 30 of following year • Additional clarity on what constitutes an "illicit discharge" to specifically include many items (i.e. garbage, yard waste, paints, anti-freeze, salt) as illicit discharges into the storm sewer system • Simplified erosion and sediment control requirements as part of the City's NRMP • Revised NRMP language to comply with MPCA Construction Stormwater Permit Standards • Eliminated outdated terms no longer relevant. For example, Erosion Sediment Control Component (ESCC) updated to Stormwater Pollution Prevention Plan(SWPPP) • Modified tree replacement requirements to encourage increased diversity and eliminated outdated language • Included vegetation establishment criteria for NRMP closeout process • Revised the Hazard Tree code to only review trees for hazardous conditions if they would harm public property or users on public property BACKGROUND: At the July 11, 2024, Informal Council meeting, staff discussed the proposed ordinance revisions with the City Council. The MPCA issued a new MS4 Permit under the National Pollutant Discharge and Elimination System (NPDES) program on November 16, 2020. As required by the permit, the City must modify its regulations and policies to be compliant with the latest revisions to the permit. BUDGET IMPACT: N/A ATTACHMENTS: Ordinance Presentation CITY OF APPLE VALLEY ORDINANCE NO. AN ORDINANCE OF THE CITY OF APPLE VALLEY, MINNESOTA, AMENDING CHAPTER 152 OF THE CITY CODE ENTITLED "NATURAL RESOURCES MANAGEMENT" The City Council of Apple Valley ordains: Section 1. Chapter 152 of the Apple Valley City Code is amended by deleting Chapter 152 in its entirety and replacing it by adding a new Chapter 152 to read as follows: GENERAL PROVISIONS § 152.01 FINDINGS AND PURPOSE STATEMENT. (A) The City Council finds it is in the best interest of the city to protect, preserve and enhance the natural resources and environment of the community and to encourage a resourceful and prudent approach to the development and alteration of land. (B) In the interest of achieving these objectives, the city has established the comprehensive natural resources management regulations herein to promote the furtherance of the following: (1) Protection and preservation of the city's natural resources; (2) Orderly development of land to minimize tree and land habitat loss; (3) Minimization of the impacts to water bodies, trees and wooded areas resulting from development during the construction phase and from the conditions created by its completion; (4) Establishment of standards for water quality and tree preservation and the mitigation of environmental impacts resulting from tree removal and water pollutants; (5) Creative land use and environmentally compatible site design which preserves trees and minimizes tree removal during development; and (6) Enforcement of natural resources management standards to promote and protect the public health, safety and welfare of the community. § 152.02 DEFINITIONS. For the purpose of this chapter, the following definitions shall apply unless the context clearly indicates or requires a different meaning: 100-YEAR HIGH WATER LEVEL or HIGH WATER LEVEL (HWL). The high water level for water bodies within the city for stormwater management based on the 1%probability 24-hour rainfall event. APPLICANT. Any person or entity who is required to submit and implement a city-approved natural resources management plan under this chapter. AUTHORIZED NON-STORMWATER DISCHARGE. Any of the following that may discharge into the city's municipal storm sewer system that is not deemed as an illicit discharge unless specifically prohibited under a NPDES construction permit in effect: discharges or flows from firefighting activities; water line flushing; street wash water; discharges from potable water sources; landscape irrigation or lawn watering water; de-chlorinated swimming pool discharges; individual residential car washing; water from a sump pump system; foundation drains; footing drains; air conditioning condensation;diverted stream flows;rising groundwaters;uncontaminated pumped groundwater;uncontaminated groundwater infiltration(as defined by Title 40 of the Code of Federal Regulations); springs; and flows from riparian habitats and wetlands. BEST MANAGEMENT PRACTICES or BMP. Techniques, procedures, activities, methods and requirements, whether through practices or structural means, to effectively prevent or reduce: the degradation of natural resources; the movement of sediment, pollutants or nutrients from land surfaces; and the runoff of the same into water bodies. BUFFER ZONE or PROTECTIVE BUFFER ZONE. The area between a line delineating a water body edge and a line upland from the water body edge established for the purpose of protecting and preserving the water quality of the water body. The width of the buffer zone shall be as set forth in these regulations. CALIPER INCHES. The length of a straight line measured through the trunk of a tree 12 inches above the ground. CANOPY OF A TREE. The horizontal extension of a tree's branches in all directions from its trunk. CRITICAL ROOT ZONE OF A TREE. The area under a tree which is at and within the drip line of a tree's canopy or a distance of one and one-half feet from the trunk for each inch of the diameter of the tree, measured at breast height,whichever is greater. DE-ICING MATERIAL OR SUBSTANCE. Any substance, in dry or liquid form, that is used for the intended purpose of melting snow and ice or for its anti-icing or anti-slipping effects. The substance may be sand or other natural earth material or a chemical-based material such as sodium chloride, magnesium chloride, or calcium chloride, or a in combination thereof. DIAMETER. A tree's trunk as measured 41/2 feet above the ground, wherever this term is used in reference to the measurement of a tree. DRIP LINE OF A TREE. An imaginary vertical line which extends from the outermost branches of a tree's canopy to the ground. HAZARD TREE. A tree which has structural defects in the roots, stem, or branches that may cause the tree or tree part to fail upon any property owned by, under control of, or maintained by the city, or dedicated or otherwise conveyed to the city for general public use. ILLICIT DISCHARGE. Any release or discharge,directly or indirectly,into the city's municipal storm sewer system of any substance or pollutant that is not composed entirely of stormwater, unless the substance is an authorized non-stormwater discharge, as defined herein, not otherwise prohibited under a NPDES construction permit in effect INDIVIDUAL LOT DEVELOPMENT. The grading of individually platted lots for the purposes of new building construction. LAND or PARCEL OF LAND OF SUBJECT PROPERTY or SUBJECT PROPERTY. An entire lot or parcel, as defined by the zoning regulations of this code, on or within the boundaries of which a project subject to the requirements of this chapter is occurring, has occurred or is to occur. 2 LAND-DISTURBING ACTIVITY. (1) Any excavating, grading, clearing, filling or other earth change which may result in: (a) The movement of more than 20 cubic yards of soil; (b) Disturbance of 3,500 square feet or more of soil; (c) Any cutting, removal, destroying or loss of 10% or more of the significant trees of any land; or (d) Any other activity that changes the existing or natural contour of the land which changes drainage. (e) The movement or disturbance of more than 10 cubic feet on a steep slope,within a bluff impact zone, or within a shore impact zone located within a Shoreland Overlay District. (2) For purposes of this chapter, excavation or grading for agricultural purposes on agriculturally zoned property shall not constitute land-disturbing activity provided the activity is no closer than 16.5 feet from any delineated edge of any water body. LOSS OF SIGNIFICANT TREES. The loss of a significant healthy tree as a result of: (a) Land-disturbing activity, whether temporary or permanent, affecting 50% or more of a significant tree's critical root zone, but no more than 30% of a significant oak tree's critical root zone; (b) Mechanical injury to the trunk or roots of a significant tree causing critical loss of the bark or roots, which may result in tree decline; or (c) Compaction to 90% of proctor to a depth of six inches, or more, of 50% or more of the surface of the soil within a significant tree's critical root zone, provided no more than 30% of the surface of the soil within a significant oak tree's critical root zone. NATIVE PLANT. A plant which has its original source no further than 300 miles for trees and shrubs or 200 miles for all other plants from the site of planting. A NATIVE PLANT does not include a cultivar derived from native plants. NPDES CONSTRUCTION PERMIT. The National Pollutant Discharge Elimination System permit issued by the Minnesota Pollution Control Agency and officially called Construction Stormwater Permit, pursuant to the federal National Pollutant Discharge Elimination System Program regulated under the Clean Water Act in Title 33 of the United States Code, and adopted by the laws of the State of Minnesota. NATURAL RESOURCES MANAGEMENT PLAN. Required general information, an erosion and sedimentation control component, tree preservation component, protective buffer zone component, and drainage and grading component. NEW BUILDING CONSTRUCTION. The construction of any principle building or structure upon a parcel of land or platted lot. NEW DEVELOPMENT. The process whereby improvement to an entire site occurs in one continuous process or in more than one distinct phase, including but not limited to the following activities: initial site grading, installation of utilities, construction of public streets, construction or grading of drainage ways, other grading or filling of any area within the site, grading of building pad areas; utility hookups; construction of buildings, parking lots, driveways, storage areas, recreation areas or private streets and any other construction or land-disturbing activity within the subject property or site. ORDINARY HIGH WATER. The boundary of public waters and wetlands, and shall be an elevation delineating the highest water level which has been maintained for a sufficient period of 3 time to leave evidence upon the landscape, commonly that point where the natural vegetation changes from predominantly aquatic to predominantly terrestrial. For watercourses, the ordinary high water level is the elevation of the top of the bank of the channel. For reservoirs and flowages, the ordinary high water level is the operating elevation of the normal summer pool. OPERATIONAL PLAN. A plan adopted by the city or any other governmental agency with regulatory authority that governs the use or management of lands within the city, including, but not limited to: TMDL implementation plans, stormwater management plans, comprehensive guide plans, surface water management plans, lake management plans, watershed management plans, wetland management plans, forest management plans. In the event that any provision of this chapter is contrary to any regulation of an operational plan, the provision of this chapter shall apply and govern. PROJECT APPLICATION or APPLICATION. The applicant's submission of all required documentation for approval of any activity requiring a permit as required in this code. PROJECT MANAGER. The applicant or the applicant's duly authorized representative who has been conferred the duties by the applicant to implement, complete and manage the project to which the approved natural resources management plan applies under this chapter. PUBLIC WATER.Any water body as the term is defined by the Minnesota Water Law,codified in Minnesota Statutes, Chapter 103G, or as may be amended from time to time. REDEVELOPMENT. The process of subdividing and adding additional uses on a lot or site that was previously developed or the razing and replacement of existing building and/or changes in uses on a lot or site that was previously developed. Land that was previously developed,then razed and left vacant before new building construction occurs is deemed redevelopment. SIGNIFICANT TREE. Any healthy deciduous tree measuring eight inches or greater in diameter, or any coniferous tree measuring six inches or greater in diameter, at four and one-half feet above grade. STABILIZED or STABILIZATION. The process or condition of land surface maintenance whereby permanent ground cover is established on a property in order that erosion is effectively prevented. A site is deemed stabilized or that stabilization is completed when the approved vegetative cover consist of a uniform perennial vegetation with a density of at least 70 percent of its expected final growth. WATER BODY (BODIES). Any natural or man-made wetland, drainage or storm water area, stream or lake. WATER BODY EDGE. (1) For public waters: the ordinary high water elevation(OHW) as established for the water body by the Minnesota Department of Natural Resources. (2) For wetlands: the line delineated pursuant the methods for delineation as set forth in Minnesota Rules, Part 8420. (3) For man-made water bodies: the normal or control water level pursuant to the design specifications as approved by the city. (4) In the event that a water body has more than one of the above water body designations, the water body edge shall be determined by that method that produces the highest elevation or largest water body size. WETLAND. Any wetland as defined in M.S. Ch. 103G and the delineation thereof shall be in accordance with Minnesota Rules, Part 8420. 4 PERMITS AND PLANS § 152.15 NATURAL RESOURCES MANAGEMENT PERMIT. (A) Permit required. A natural resources management permit (NRMP) shall be required before any land- disturbing activity in connection with any of the following: (1) New development, redevelopment, or new building construction in any zoning district; (2) Any project which requires a building permit and will result in the expansion of any existing building or impervious surface unless the city determines that no natural resources, such as trees or water bodies, will be directly affected by the project; (3) Any land-disturbing activity or project, other than commercial excavation (mining), that directly or indirectly affects natural resources, such as near slopes, trees or water bodies; or (4) The construction or installation of 0.2 or more acres of new, additional or reconstructed_impervious surface on any lot. (B) Permit application. The application for the permit shall be made in writing to the city on such form as the city may designate and shall include such information as the city shall require. (C) Review eland approval process of permit application. (1) Administrative approval and issuance of permits. NRMP construction permit applications may be reviewed and approved administratively by city staff, unless city staff determines project warrants the application be presented to the City Council for its review and approval. (2) Permit and plan approval. (a) Submittal. Any application for an NRMP construction permit shall be submitted to the city, along with a natural resources management plan which shall be in accordance with the requirement set forth in the Chapter, and required fees, at least 15 business days prior to the city's consideration of the application. The application shall provide the following information: 1. The name, mailing address and contact information of all owners of record of the property; 2. The street address and legal description of the property; and 3. A site plan depicting the proposed project shall be submitted and approved by the city; (b) Approval. Upon finding that the all requirements have been met, the city will issue a permit in accordance with the provisions of this chapter upon payment of all permit fees and or escrow. (D) Expiration of permit and plan. Any natural resources management permit issued pursuant to the requirements of this chapter shall expire one year from the date of issuance if significant progress of the work covered by such permit is not accomplished, unless an extension of the permit is requested in writing by the applicant and approved in writing by the city. Notwithstanding the expiration of the permit, the applicant is bound by the terms of the natural resources management plan requirements to the extent to restore the land grade and prevent any erosion and illicit discharge. (E) Revocation of permit. Failure to comply with the approved terms and conditions of a natural resources management plan shall be grounds for revocation of the natural resources 5 management permit by the City Council, following a public hearing. Written notification of said public hearing shall be mailed at least ten days prior to said hearing to the current holder of the permit. Such notice should outline the violation(s) considered by the city to be grounds for revocation and inform the current holder of the permit of the opportunity to be heard at such public hearing. (F) Exemptions. (1) Public utility and right-of-way maintenance. The permit requirements of this chapter shall not apply to public utility, right-of-way maintenance projects, or sidewalks and trails 10 feet wide or less that are bordered down-gradient by vegetated open space or vegetated filter strip with a minimum width of four(4) feet. (2) Emergencies. The provisions of this chapter shall not apply to emergency activity by any governmental agency or utility company necessary to protect life or prevent substantial harm to persons or property. (3) Any project which requires a building permit and will result in the expansion of any existing building or impervious surface unless the city determines that no natural resources, such as trees or water bodies, will be directly affected by the project; (4) Any land-disturbing activity associated with commercial excavation (sand and gravel mining) Applicability of BMP requirements. Notwithstanding the foregoing exemptions in this Paragraph F, all land disturbing activity shall be completed in accordance with the BMP standards set forth in this chapter for projects for which an NRMP is required. § 152.16 NATURAL RESOURCES MANAGEMENT PLAN; REQUIREMENTS. (A) No permit shall be issued unless a natural resources management plan is submitted to and approved by the city. All natural resource management plans shall include the following: (1) General information. (a) Delineation of the subject property and the location of existing and proposed buildings, structures and impervious surfaces on the subject property; (b) Description of the construction or land disturbing activity to be performed on subject property and proposed project schedule; (c) Identification of all water bodies located on and adjacent to the subject property's boundaries; (d) Identification of all protective buffer zones which are required herein in connection with the project for any existing or proposed water body; (e) Topographical data, including contours at vertical intervals of not more than two feet, except that contour lines shall be no more than 100 feet apart; (f) Temporary benchmarks shall be established within the boundaries of the project area. Descriptions, reference ties and elevations of the benchmarks shall be furnished to the City Engineer. All elevations, topography and vertical control data shall be tied to sea level datum, 1929 general adjustments; and (g) The location and size of all existing sanitary, water, or storm sewer trunks, laterals or services on or adjacent to the property. 6 (h) Identification of the location of dirt or soil storage or stock pile areas to be utilized on the subject property (i)Identification of all measures to be utilized to protect water bodies and buffer zones and prevent pollution including dust control. (2) Natural Resources Management Plan. The natural resources management plan and all work/activity completed under the NRMP permit shall be in accordance with the following requirements: (a) A site plan depicting the proposed project shall be submitted and approved by the city; (b) The plan shall be consistent with any approved subdivision grading plan; (c) The plan shall be consistent with the city's operational plans or any other applicable operation plan as defined herein; (d) The plan shall not adversely impact neighboring properties or natural resource; (e) The plan shall meet the requirements of this chapter; and (f) The plan shall include work to correct or repair any land surface area that has unsafe, hazardous or eroding slopes or holes/depressions for the protection of public safety, health and welfare. (g) No construction or grading equipment operation shall occur except during the following hours: Monday through Friday 7:00 am to 7:00 pm and Saturday through Sunday 8:00 am to 5:00 p.m. and no legal holidays. (3) Stormwater pollution prevention plan. (SWPPP). As part of the natural resources management plan: (a) All applicants shall submit a SWPPP, which shall consist of the following: 1. Delineation of all areas to be graded or excavated, and the limits of land disturbing activities; 2. Identification of measures to be utilized to control erosion and sedimentation within and from the subject property during the project activity as required herein; 3. Identification of all permanent erosion control measures and a completion schedule; 4. Identification of the location of dirt or soil storage or stock pile areas to be utilized on the subject property; and 5. Identification of all illicit discharge prevention measures; and 6. Identification of all measures to be utilized to protect water bodies and buffer zones and prevent pollution. (b) The SWPPP shall comply with the "best management practices" (BMPs) for temporary and permanent erosion and sediment controls and pollution prevention that are deemed acceptable by the city. Required BMPs include,but are not limited to: 1. Perimeter sediment control devices; 2. Temporary erosion control practices; 3. Storm drain inlet protection devices; 4. Rock construction entrance; 7 5. Tree drip line or critical root zone perimeter protection for trees; 6. Removal of all debris, dirt and soil from impervious ground surfaces, including abutting public or private roadways and sidewalks, in connection with the subject property; 7. Designated concrete washout and illicit discharge prevention measures 8. Any other erosion and sedimentation control device or pollution prevention measure as deemed necessary by the city to prevent pollution or protect public health, welfare, or safety. The erosion and sediment control measures shall comply with the MPCA's NPDES/Construction Stormwater Permit regulations. 9. Identification of proposed contour grading on the site and the amount to be removed from the site; 10. The estimated time required to complete the work and the amount of material to be moved on the site and the amount to be removed from the site; 11. A map showing the stages or limits of grading together with the existing or proposed finished elevations based on sea level readings; 12. Identification of proposed building bench elevations and direction of flow of surface water within each lot; 13. Submission of preliminary plans or program for water supply, sewage disposal, drainage and flood control; 14. A planting plan for all vegetated BMPs; 15. Identification of and specification for all permanent storm water management facilities; 16. Soil borings, in the location of the proposed BMP,_if required by the City Engineer; 17. The plan shall meet the water quality,volume, and rate control standards and policies of the city's other code regulations and approved city operational plans. In the event the city code regulations or city operational plans conflict, the most restrictive standard shall apply; 18. All infiltration and filtration permanent storm water treatment devices shall be protected from compaction, sedimentation, or any other disturbance that may inhibit function. 19. Within a Shoreland Overlay District, existing natural drainageways, and vegetated soil surfaces must be used to convey, store, filter, and retain stormwater runoff before discharge to public waters, when possible. Development must be planned and conducted in a manner that will minimize the extent of disturbed areas, runoff velocities, erosion potential, and reduce and delay runoff volumes. Disturbed areas must be stabilized as soon as possible, and appropriate facilities or methods used to retain sediment on the site. New constructed stormwater outfalls to public waters must be consistent with Minnesota Rules, Rule 6115. 20. Any other information deemed necessary by the city for compliance with any applicable operational plan, as defined herein. (B) NPDES construction permit. In addition to all other plan requirements in this chapter, any applicant conducting land-disturbing activity that disturbs one or more acres of total land area or disturbs less than one acre but is part of a common plan of development or sale that will ultimately disturb at least one acre shall comply with the following additional requirements: (1) The applicant and property owner, if not the applicant, shall apply for and be issued a NPDES construction permit from the Minnesota Pollution Control Agency(MPCA); and 8 (2) The applicant and property owner, if not the applicant, shall submit to the city an approved copy of the storm water pollution prevention plan as required for the NPDES by the MPCA. The contractor shall retain copies of all inspections onsite. (C) Tree preservation component, TPC. As part of the natural resources management plan: (1) All applicants shall submit a TPC, which shall consist of the following: (a) An accurate inventory of significant trees on the subject property, including identification of the size, species,condition and location of each significant tree. On large wooded sites, forest measuring methods may be used to determine the total diameter inches of trees outside the area of the proposed land-disturbing activity; (b) Identification of all significant trees proposed to be removed or that will be lost as a result of the land-disturbing activity; (c) Identification of the number, type and size of significant trees required to be replaced or for which tree loss mitigation is required herein; (d) Identification of the number, type, size and location of the required replacement trees as required herein; (e) Identification of the number, type, size and location of significant trees to be preserved; and measures to be utilized to protect and preserve the significant trees proposed to be preserved. (2) The TPC shall identify and require the following tree protective measures: (a) Protective fencing around the outer edge of the critical root zone of all significant trees to prevent sedimentation, trenching, stockpiling, soil compaction or any other root damaging activity within the critical root zone of any trees; and (b) Construction fencing shall remain in place until all grading and construction activity is terminated. (c) Pruning paint applied to any damaged bark or branch of any oak tree at any time between and including April 1 and October 31. (D) Protective buffer zone component (PBC). As part of the natural resources management plan, if the project requires establishment of a protective buffer zone, then the applicant shall submit a PBC,which shall consist of the following: (1) The site plan submitted for the proposed NRMP plan application shall identify the upland boundary line for each protective buffer zone required on the property in accordance with the protective buffer zone regulations set forth in this Chapter. (2) Identification of any existing erosion problems and any noxious weeds or vegetation in the area adjacent to existing waterbodies which would constitute the buffer zone; and (3) A buffer establishment and planting plan, which shall consist of the following: (a) Plant list and/or seed mix to be used; (b) The proposed location of the plants; (c) The proposed method to remove any noxious weeds or rank vegetation with the buffer zone; (d) The proposed method to correct existing erosion problems in the buffer zone; (e) Method of planting; and 9 (f) Any materials used, including but not limited to erosion and sediment control measures, fertilizers,pesticides, and the like. § 152.17 APPEALS OF DECISIONS. The applicant may appeal any requirement, decision or determination by the city in connection with any provision of this chapter pursuant to the procedures as set forth in the zoning regulations regarding Board of Appeals and Adjustments. § 152.18 COMPLIANCE WITH PLAN. (A) Compliance required. The applicant shall implement and comply with the Natural Resources Management Plan (NRMP) prior to and during any construction or land-disturbing activity under the permit to which this chapter applies. All erosion and sedimentation control and tree preservation measures required under the plan shall be installed and remain in place until all grading and construction activity is completed and all areas are permanently stabilized or until a written request for removal of the protection measures is made to and approved by the city in writing. No construction or land-disturbing activity to which this chapter applies, or removal of any significant trees may occur until the NRMP plan and NPDES construction permit is approved by the city. All construction and activity performed under the approved NPDES construction permit shall be in accordance with the approved NRMP construction permit. Failure to comply with the approved terms and conditions of an NRMP shall constitute a violation of this code and a public nuisance. (B) Determination of compliance. The city or its designated representative shall have the right to enter and inspect the subject property in order to determine compliance with the approved NRMP. The city shall have the right to order the suspension of any grading or construction activity on the subject property until compliance with the NRMP has occurred. (C) Finding of noncompliance. Upon a finding of noncompliance, the city shall use the following procedure with respect to notification and corrective measures: (1) The city shall serve upon the property owner and the NRMP holder, if different than the property owner, by hand delivery or U.S. mail, a written notification of the violation(s) of the approved NRMP and the corrective action required. The city may serve the notification upon the project manager for the NRMP holder which shall constitute service of the notification upon the NRMP holder; and (2) If remedial work is not completed and compliance with the Plan has not occurred within 48 hours of service of the violation notification, the city may complete remedial or corrective work and any costs incurred in connection with taking remedial action or installing corrective measures may be recovered from the NRMP holder's performance security or may be assessed against the property pursuant to M.S. Ch.429. In the alternative,the city may revoke any construction related permit and order the termination of all construction activity on the subject property until the subject site is in compliance with the NRMP. 10 § 152.19 EMERGENCY CORRECTIVE ACTIONS. In the event circumstances exist such that noncompliance poses an immediate danger to the public health, safety and welfare, as determined by the city, the city may take emergency corrective action to prevent any danger. The city will take reasonable action to contact and direct the property owner of the subject property and the NRMP holder to take any necessary action to correct the noncompliance. Any costs incurred by the city in connection with any emergency action shall be recovered from the NRMP holder's performance security. § 152.20 CONFLICT WITH OTHER LAWS. If the requirements of this chapter are in conflict with any other law, the stricter requirements shall be enforced. § 152.21 FINAL "AS-BUILT" PLANS. Upon completion of grading, all activity,.and work under a NRMP construction permit,an "as-built" plan shall be prepared and filed with the city, unless the Public Works Director determines the activity under the NRMP permit does not require an "as-built"plan. The "as-built" plan shall depict the actual field grade conditions of the subject property at the time of completion of the project under the permit, and depict any changes from the original grading plan submitted to and approved by the city under the permit or as existed prior to any work or activity under the NRMP permit, and the surveyed location and elevation details of all stormwater management facilities,ponds or other water bodies. If building permits are requested prior to completion of the "as-built" grading plan, "as-built" grading plans shall be required for the individual lots associated with those building permits. All "as-built" grading plans shall be certified by a registered civil engineer and submitted to the city in a format as required by the city. The City Engineer shall review all final "as-built" grading plans and if determined the grading does not meet city drainage standards, the permit holder and property owner shall be required to correct all grades on the property subject to the City Engineer's approval. § 152.22 FEES. All fees required under this Chapter shall be in the amount(s) as duly adopted by City Council's resolution and set forth in the City's Fee Schedule. § 152.23 SECURITY. (A) Security required. The applicant shall provide security for the performance of its obligations pursuant to this chapter. The security shall be in a form required by the city, including a letter of credit, cash, or escrow deposit, and all in a form and substance that shall save the city free and harmless from any and all actions, claims, suits or liability as a result of the applicant's performance of work under or in connection with its NRMP. This security, running to the city, shall be conditioned to pay the city for any cost and expense incurred by the city in bringing the 11 subject property into compliance with the approved natural resources management plan,and/or the cost and expense of repairing any highways, streets or other public ways within the city, made necessary by the special burden resulting from the hauling and transporting thereon by the applicant in the removal or placement of rock, dirt, sand, gravel, clay or other like material. The city's costs and expenses shall include any engineering, legal or administrative expenses. (B) Amount of security. The amount of security shall be 125% of the estimated cost to accomplish compliance with the approved natural resources management plan, or $2,000, whichever is greater,in addition to any other security performance required by any other regulation in this code. The estimated cost shall be subject to approval by the city. Notwithstanding the foregoing, the amount of security for projects that disturb an area of less than one acre in size on an individual lot or parcel on which a one-family or two-family dwelling exists and will remain to exist under the permit shall be in the amount(s) as duly adopted by City Council resolution. (C) Release of security. The security may be retained by the city until all conditions and requirements of the NRMP have been met and permanent stabilization has been installed and confirmed by the city to be effectively in place. No security or any portion thereof will be released if the project is not substantially completed. If noncompliance is found, the city may retain that portion of the security equal to the cost of bringing the project into compliance with the approved natural resources management plan. (D) City remedy. If compliance with the approved natural resources management plan is not accomplished within the allowable time period,the city may bring the project into compliance by use of the security. (E) Exemptions. The city shall be exempt from the requirements of this section. § 152.24 VARIANCES AND ALTERNATIVE PROTECTIVE METHODS. (A) Variances. A request for a variance from the application of any requirement or provision of this chapter shall be made to and considered by the city pursuant to the provisions for variances as set forth in the zoning regulations in this code. (B) Violation. If a variance is granted, any violation of any condition to which the variance is subject shall be a violation of this chapter and shall automatically terminate the variance, subject to any enforcement procedures consistent with a finding of noncompliance. (C) Alternative protective methods authorized. The city may permit an alternative protective treatment or management method upon the city's determination that the proposed alternative method, with such further conditions as the city may impose, will achieve an equal or greater degree of natural resource protection than would strict compliance with the provisions herein. FORESTRY § 152.40 CITY FORESTER POSITION CREATED; DUTIES. (A) Position created. The city's Public Works Director shall be the Forester. The powers and duties as set forth in this subchapter are hereby conferred upon the Forester or his or her duly authorized agent. 12 (B) Duties. It is the duty of the City Forester to coordinate,under the direction and control of the Council, all activities of the city relating to the control and prevention of insect-infested and diseased trees, including but not limited to, emerald ash borer, Dutch elm, and oak wilt diseases. The Forester shall recommend to the Council the details of a program for the control of insect-infested and diseased trees, and perform the duties incidental to a program adopted by the Council, and other duties as provided by this chapter. § 152.41 FORESTRY PROGRAM. The forestry program shall provide for inspection of trees on public and private property for the purposes of enforcement of applicable sections of this code. § 152.42 MAINTENANCE AND REMOVAL OF TREES. (A) Duties. The city shall have the right to maintain and/or remove trees while performing maintenance duties within any public right-of-way or easement. Maintenance duties shall include, but are not limited to, sidewalk, path, utility and street maintenance and/or repair. The city shall notify property owners adjacent to trees that may be impacted by the performing of maintenance duties. In cases of emergency maintenance within a public right-of- way or easement, the city shall attempt to contact adjacent property owners when trees may have to be maintained and/or removed, but shall also consider the general health, safety and welfare of the community with respect to hazards that may exist. (B) Charges for services. The city may charge the abutting property owner or legal possessor the cost incurred by the city for maintenance and/or removal of trees located within any right-of-way or easement. Any charges not paid within 30 days of the due date stated on the city's invoice shall be deemed delinquent and subject to collection as a special assessment to be collected in accordance with M.S. § 429.101. (C) Removal of hazard tree. A hazard tree on any private property shall be removed immediately and in no case more than 15 days after being served notice by the city to remove the tree. Any such tree shall be deemed a public safety hazard and public nuisance and subject to the provisions for special charges assessment as set forth in division(B) herein. § 152.43 TREE WORK LICENSE. (A) License required. It shall be unlawful for any person to conduct as a business the cutting,trimming,pruning,removal, spraying or otherwise treating of trees in the city without first having secured a license from the city to conduct the business. (B) Application; fee and expiration. (1) Application for a license shall be made at the office of the City Clerk. (2) The application for a license shall be made at the office of the City Clerk. (3) The annual fee for the license shall be in the amount specified in the appendix to Chapter 35. (4) All licenses issued under the provisions of this chapter shall expire on December 31 following the date of issue. 13 (C) Liability insurance. No license or renewal shall be granted, nor be effective, until the applicant files with the City Clerk proof of a public liability insurance policy covering all operations of the applicant hereunder for the sum of at least $300,000 combined single limit coverage. The policy shall provide that it may not be canceled by the insurer,except after ten days written notice to the city, and if the insurance is so canceled and the licensee fails to replace the same with another policy conforming to the provisions of this section, the license shall be automatically suspended until the insurance shall have been replaced. (D) Conformance required. All contractors licensed under the requirements of this section shall conform with the abatement methods as prescribed by this subchapter, as they relate to emerald ash borer infestation, and Dutch elm and oak wilt diseases. (E) Revocation of license. Failure to comply with any part of the tree treating license shall be grounds for revocation of the license by the City Council, following a public hearing. Written notice of the public hearing shall be mailed at least ten days prior to the hearing to the current holder of the license. The notice should outline the violation(s) considered by the city to be grounds for revocation and inform the current holder of the license of the opportunity to be heard at the public hearing. (F) Chemical treatment requirements. Applicants, who propose to use chemical substances in any activity related to treatment or control of insect-infested and diseased trees, shall file with the City Clerk proof that the applicant or employee of the applicant administering treatment has been certified by the Agronomy Division of the state department of agriculture as a "commercial pesticide applicator." Certification shall include knowledge of tree disease or insect infestation chemical treatment. § 152.44 MINIMUM HEIGHT OF TREE LIMBS. All limbs of trees or portions of limbs which overhang public streets, sidewalks or paths and are less than ten feet above the surface of any public sidewalk or path or are less than 13 feet above the surface of any public street constitute a nuisance and are prohibited. When limbs of a tree overhang both a public sidewalk and a public street, they shall be trimmed to a height of 13 feet above the surface of the street. This section shall not apply to any tree to which pruning or trimming would endanger the tree's health as determined by the city, unless a public nuisance exists. § 152.45 SHADE TREE DISEASE REGULATION. (A) Declaration of policy. The Council has determined that the health of ash, elm and oak trees within the municipal limits are threatened by insect infestation known as emerald ash borer, and fatal diseases known as Dutch elm and oak wilt. It has further been determined that the loss of ash, elm and oak trees growing upon public and private property would substantially depreciate the value of property within the city, and may impair the health, safety and general welfare of the public. It is declared to be the intention of the Council to control the spread of insect infestation and diseases affecting trees, and this section is enacted for that purpose. (B) Insect and disease control programs; coordinator. It is the intention of the Council to conduct a program of plant pest and disease control pursuant to the authority granted by M.S. § 18G.13, as amended. The program is directed specifically at the control and elimination of the 14 emerald ash borer, Dutch elm disease fungus, elm bark beetles and oak wilt fungus, and is undertaken at the recommendation of the Minnesota Department of Agriculture, the Minnesota Department of Natural Resources and the University of Minnesota Extension. (C) Nuisance declared. The following shall constitute a public nuisance: (1) Any living or standing elm tree,or part thereof,infected to any degree with the Dutch elm disease fungus Ophiostoma Ulmi, or which harbors any of the elm bark beetles Scolytus Multistriatus (Eichh.) or Hylurigopinus Rufipes (Marsh); (2) Any living or standing red oak tree, or part thereof, infected to any degree with the oak wilt fungus Ceratocystis Fagacearum; (3) Any living or standing ash tree,or any part thereof,harboring or infested with emerald ash borer beetles or larvae or eggs thereof (Agrilus planipennis); or any dead ash tree or part thereof, including logs,branches, stumps, firewood, or other ash tree material from which the bark has not been removed or treated with effective emerald ash borer insecticide; (4) The storage or piling of any diseased or infested tree, or part thereof, including logs, branches, stumps, or other tree material from which the bark has not been removed or treated with an effective disease deterrent or insecticide, as applicable. (D) Inspection and investigation. (1) Annual inspection. The City Forester or assignee shall inspect all premises within the city, annually or as often as practicable, to determine whether any condition exists which is in violation of this chapter. The Forester shall investigate all repeated incidents of tree disease. (2) Entry on private premises. The Forester or assignee may enter upon private premises at any reasonable time for the purpose of carrying out any of the duties assigned. (3) Diagnosis. In determining tree disease or insect infestation, the Forester shall use current technical procedures. (E) Nuisance abatement methods. In abating any public nuisance as defined in this section, the Forester shall cause the diseased or infested tree or wood to be removed or otherwise effectively treated so as to destroy and prevent the spread of the disease or infestation. Any abatement shall be carried out in the following manner in order of priority: (1) All diseased tree wood shall be chipped(shredded)into pieces no larger than one inch diameter; or (2) Any portion of a diseased tree, after the tree or the tree portion has been cut down,that is larger than two inches in diameter shall have the bark removed or covered with at least four mil plastic, making a tight seal to the ground, until the bark falls off; or (3) Other current technical procedures which are accepted by such agencies as the Minnesota Depaitiiient of Agriculture, the Minnesota Department of Natural Resources or the University of Minnesota may be utilized with city approval. 15 (F) Procedure for removal of infected trees and wood. Whenever the Forester finds that infestation or disease exists in any tree or wood in any public or private place in the city, the Forester shall proceed as follows: (1) If the Forester finds that danger of insect infestation or spread of tree disease is imminent, the Forester may order any treatment or tree removal determined to be necessary to abate the nuisance. (2) In all other cases, prior to any treatment or removal, the Forester shall cause written notice of proposed actions to be sent by regular mail or personally delivered to the occupant or the owner of the premises. Failure to give notice shall not invalidate the city's actions. The Forester may order any treatment or tree removal determined necessary to abate the nuisance. (G) Payment for abatement. Any costs incurred by the city in connection with the city's abatement of any diseased tree, as permitted in this section, shall be the responsibility of the property owner. The city may charge the property owner or legal possessor the cost incurred by the city in connection with the abatement of any diseased tree. Any charges not paid by the property owner or legal possessor within 30 days of the due date stated on the city's invoice shall be deemed delinquent and subject to collection as a special assessment, which shall be collected in accordance with M.S. § 429.101. (H) Transporting of infected ash, elm or oak wood. It is unlawful for any person to transport within the city any infected, bark-bearing ash, elm or oak wood determined to be a nuisance by the Forester. The Forester shall grant permission for the transportation of the wood only when the purpose of this chapter is served. (I) Unlawful acts. A violation of this section is declared to be a public nuisance and it is unlawful for any person to permit the public nuisance to remain on any property owned or controlled by the person within the city. All public nuisances may be abated by the city and the costs thereof assessed against the property as prescribed in Chapter 94 of the code. § 152.46 TREE PRESERVATION REQUIREMENTS. (A) Tree removal and replacement. Removal or loss of significant trees shall be in accordance with the city-approved tree preservation component of the natural resources management plan. All significant trees on the property, as identified in the tree preservation component of the plan, shall be tagged with the coordinating number as stated in the plan before any project work begins and shall remain tagged until completion of the project. Tree removal and replacement shall be as follows: (1) Commercial, Industrial, Institutional: For individual lot development for commercial, industrial, and institutional uses, 10% of the total number of diameter inches of significant trees removed must be replaced with 10% caliper inches within the subject lot. Trees replaced under this requirement may be used to satisfy part of the landscape requirement for the lot; (2) Residential: For individual lot development for residential use,when tree removal that occurs within the building footprint, impervious surface areas (such as driveways and sidewalks), or within 20 feet of foundation walls and: 16 (a) Exceeds six significant trees, replacement shall consist of a minimum of 12 caliper inches, located on the subject lot; or (b) Consists of six significant trees or less,replacement shall consist of a minimum of two caliper inches for every significant tree removed, located on the subject lot; (3) When tree removal occurs more than 20 feet outside the foundation walls,replacement shall be a minimum of two caliper inches for every significant tree removed,located on the subject lot; and (4) For all projects not covered by clauses (1), (2) and(3)above, 10%of the total number of diameter inches of significant trees removed must be replaced with caliper inches within the subdivision. Trees replaced under this requirement may be used to satisfy part of any landscape plan requirements under this code. (B) Size, types, diversification of replacement trees. Replacement trees shall follow the 15-10-5 diversity rule. Box elder, poplar, willow and silver maple are not permitted as replacement trees. Replacement trees must be no less than the following sizes: (1) A deciduous tree shall be two caliper inches or greater; and (2) A coniferous tree shall be no less than six feet high. (C) Time to perform. Replacement trees shall be planted prior to the expiration of the permit or within 30 days of completion of all construction on the property,whichever first occurs, unless otherwise approved by the city for reasons of time of planting season. The applicant shall inform the city when all replacement trees have been planted in order that the city may inspect the subject property for compliance with the tree preservation component. (D) Quality of replacement trees. Replacement trees shall be healthy stock,free of insects and disease and meet the guidelines set by the American Standards of Nursery Stock and planting guidelines of American National Standards Institute (ANSI)A300. (E) Warranty requirement. Any replacement tree which is not alive or healthy, as determined by the city, or which subsequently dies due to construction activity within one year after the date of project closure shall be removed by the applicant and replaced with a new healthy tree meeting the same minimum size requirements within eight months of removal. (F) Violation of natural resources management plan-Tree Preservation Component. The applicant shall comply with the following requirements if any loss of any significant tree, as defined herein, occurs in violation of the city-approved tree preservation component of the natural resources management plan for the subject property: (1) Replace the diameter inches of the significant tree lost with equal caliper inches in accordance with division(B) of this section; and (2) Any loss of a significant oak tree shall be replaced by an oak tree and the location of the replacement oak tree shall be determined by the city. (G) The applicant shall comply with the foregoing requirements upon a 30-day written notice by the city of the loss of a significant tree in violation of the city-approved tree preservation component of the natural resources management plan. 17 WATER RESOURCES PROTECTION § 152.55 STORM AND SURFACE WATER REGULATIONS. (A) Compliance with NPDES&Minnesota Pollution Control Stormwater Regulations. (1) No land shall be developed or redeveloped or otherwise altered from its existing conditions or land contours that results in surface water runoff causing flooding or erosion on adjacent property. All surface water run-off shall be properly channeled into a storm drain, watercourse, ponding area or other suitable facility. (2) An approved drainage plan shall be submitted and approved for any new,redeveloped, or expanded commercial, industrial,multiple residential, and institutional development, subject to the requirements of the NPDES & Minnesota Pollution Control Stormwater regulations, all provisions of this Chapter, and the Apple Valley Surface Water Management Plan. (3) On-site infiltration shall be installed and properly maintained to manage the first one- half inch of storm water resulting from any rainfall event over the entire area of the site, or one(1) inch of storm water resulting from any rainfall event over the entire area of new impervious surface, or as required in the MPCA Construction Stormwater Permit standards. This requirement may be waived if the soil conditions are found to be unsuitable for infiltration(as identified within the adopted Apple Valley Surface Water Management Plan. (B) Conformance with operational plans. All construction, land-disturbing activity, and new development shall comply with any applicable operational plan. (C) Maintenance agreement. The property owner of the land for which a project is proposed and an NRMP construction permit is required shall enter into an agreement with the city, as approved by the city, which shall be approved by the city and shall provide for design specifications,the maintenance and inspection requirements and right of access,for any permanent stormwater management device, facility, or structure for infiltration and filtration as required by this chapter. The agreement shall apply to the current property owner and to any assigns, heirs or subsequent owners of the property. The duly executed agreement, and any amendment thereto, shall be recorded against the property with the Dakota County Recorder's Office. (D) Temporary erosion and sediment control standards. No land disturbing activity shall commence without first properly installing BMPs, unless written permission is granted otherwise by the city. (E) Prohibited discharge/dumping in streets, sidewalk or trail, storm-sewers, or catch basins. It is unlawful and deemed as a public nuisance for any person to throw, deposit, place or cause to be deposited or placed onto any street or sidewalk/trail or discharged into any catch basin or storm sewer located on public or private property, any of the following: refuse or garbage; dirt; rock; yard waste; sewage; petroleum products; paint, stain, finishing products or the like; chemicals(solid or liquid);antifreeze and any vehicle fluids;de-icing material(dry or liquid)when 18 stored and used in bulk quantities (not an individual's personal use)or any other fluid or substance constituting an illicit discharge. This provision shall include all streets, sidewalks/trails, storm sewers, and catch basins, public or private. (F) Outdoor Bulk Storage of De-icing Material or Substance. (1) It is unlawful to store outdoors or within an open-air structure any de-icing material or substance that consists of five (5) or more tons in dry form or 1000 or more gallons in liquid form at any one time except pursuant to a natural resources management plan permit issued under this Section and in accordance with the requirements of this provision. For purposes of this provision, an open-air structure is a structure that is not fully enclosed with all exterior sides constructed with enclosed walls and doors and a permanent impermeable roof (2) Outdoor bulk storage of de-icing materials or substance shall be subject to the following: (a) A natural resources management plan permit issued for outdoor bulk storage of de- icing materials or substance hereunder shall be issued for the seasonal period of November 1st through April 30th of the following year. The permit expires on April 30th at which time the containment structure shall be disassembled and either stored within a building or removed from the property, along with all de-icing materials or substance. (b) All de-icing material and substance shall be stored on an impervious surface within a secure containment structure at the flattest grade level of the storage area as to keep all de-icing material or substance and potential product melt residue within the storage area. (c) Any containment structure that the permit holder intends to be permanent and not removed upon the expiration of the permit shall be designed and constructed in accordance with the zoning regulations set forth in Chapter 155 of this Code. Any other containment structure shall be deemed temporary and allowed only during the term of the permit and is exempt from the City's zoning regulations applicable to accessory structures and outdoor storage during the term of the permit except as otherwise provided herein. (d) No more than one containment area shall be permitted on a property. (e) The location of the containment structure on the property shall be determined and approved by the City under the permit and shall meet all setback requirements set forth in the zoning regulations set forth Chapter 155 of this Code. The containment structure shall be located on impervious surface and if logistically feasible, in the rear of the principal building. (f) The containment structure shall comply with the Minnesota State Building Code and be subject to a building permit if the structure requires. (g) De-icing materials and substance storage areas shall meet the following setback requirements,measured from the closest edge of the approved delineated storage area or stockpile of the de-icing material: 1. 25 feet from any public or private stormwater catch basin opening or inlets; 19 2. 50 feet from the Ordinary High-Water Level of any water body or an open channel stormwater conveyance ditch; 3. 100 feet from the Ordinary High-Water Level of any impaired water body; and 4. 25 feet from any sewer manhole,water distribution valves,or other utility structure. No containment structure or any portion thereof and any de-icing materials and substance storage shall be within a drainage and utility easement. (h) No snow storage piles on the property shall be located upslope from the de-icing material and substance storage area unless drainage bypass methods are installed to prevent snowmelt from flowing into or through the storage area. (i) All de-icing material and substances shall be fully covered by either a solid roof or a waterproof impermeable, flexible cover to prevent exposure to precipitation. Any tears, holes or damage to the roof or cover shall be repaired immediately. The cover shall be secured at all times, except when product is being loaded or unloaded, in a manner to ensure the cover is maintained in place during wind or precipitation events. (j) De-icing material and substances shall not be stored within a cargo or shipping container and cargo/shipping containers are prohibited. (k) If a cover is used,the cover shall be secured at all times, except when product is being loaded or unloaded, in a manner to ensure the cover is maintained in place during wind or precipitation events. (1) Immediately upon the delivery or loading transfers of de-icing material or substance, the area surrounding the storage area or stockpile shall be swept or otherwise cleaned of uncontained de-icing material or substance. (m)Releases of deicer materials or leachate contaminated with deicer materials into private or public storm system, surface waters, or stormwater treatment practices shall be reported to Apple Valley's Natural Resources Department within the next business day. (3) NRMP Permit Application Requirements. (a) Contact information of snow maintenance service provider(s); (b) Site Plan of proposed storage location(s)depicting location of all storm catch basins and inlets, manholes, water distribution valves, or other utility structure; (c) List of all deicer materials and substances to be stored with an estimate of the maximum volume(s) intended to be stored; (d) Description and drawing of storage containment structures, which shall include: 1. Materials proposed to be used for the containment structure; 2. Dimension of the containment area and any supporting structure; 20 3. Surface type(s) (e.g. bituminous, concrete, etc.); and 4. Materials and products proposed to be used for the roof or impermeable cover, as proposed. (e) Description of stormwater runoff bypass(es) to be used if required. (4) Denial or Revocation of Permit. A permit under this Subsection(F)may be revoked based upon a violation of any provision herein.A permit application may be denied if the applicant has violated this provision within the previous three (3) years of the date of application. § 152.56 WETLAND CONSERVATION REGULATIONS. (A) Except as otherwise provided in this code, the Minnesota Wetland Conservation statutes and regulations (commonly referred to collectively as the Minnesota Wetland Conservation Act), as amended, are hereby incorporated herein and adopted by reference, including the penalty provisions thereof (B) Wetland replacement and mitigation must follow the priorities and standards set forth in any applicable watershed management operational plan and the Minnesota Wetland Conservation Act. When regulations or standards conflict, the more restrictive standard shall be applied. (C) No excavation in Type 1, 2, 6, and 7 wetlands shall be permitted unless the applicant demonstrates an environmental benefit to the wetland with no or minimal loss of wetland function. (D) Any grading or filling activity within a wetland shall be subject to and comply with any applicable watershed management operational plan and the Minnesota Wetland Conservation Act. § 152.57 PROTECTIVE BUFFER ZONE. (A) Scope of application. This section shall apply to any property included within any plat for which an application therefor was filed on or after the effective date of this section or for which an NRMP application was filed on or after the effective date of this section. This section shall not apply to any of the following: (1) Structures located within a protective buffer zone on the effective date of this section or the remodeling,reconstruction or replacement of the structures provided that it does not take up additional land within the protective buffer zone; (2) The construction or maintenance of public drainage facilities or temporary erosion control improvements; (3) The construction or maintenance of public utilities,provided there is no other practical alternate location; or (4) The land-disturbing activity for which the NRMP application is submitted causes no surface water runoff from the subject property to discharge toward any abutting water body or the project for which the NRMP is issued does not create more than 0.2 acres of new impervious surface. 21 (B) Protective buffer zone required. A protective buffer zone shall be established and maintained with a minimum required width consisting of the area between the line delineating the water body edge and a line parallel to and upland the following feet from the water body edge: (1) 16.5 feet for properties abutting Alimagnet, Farquar, Lac Lavon, Long, Keller and Scout Lakes; (2) 16.5 feet for any stormwater pond that was not constructed within or upon a pre- existing or altered pre-existing wetland, regardless if the water body may have wetland characteristics; or (3) For any natural wetland or replacement wetland,the buffer width shall be as identified and set forth on the city's wetland map on file with the city's Public Works Department; for any natural wetland or replacement wetland that is not identified on the city's wetland map, the buffer width shall be as set forth in the city's current SWMP in accordance with the wetland's management classification and ranking as determined by the standards in the city's SWMP. Notwithstanding the foregoing buffer width requirements, in the case of a subdivision of land and with an existing principal residential structure is proposed to remain on one of the newly subdivided lots, the buffer width on the lot with the existing principal structure may be limited to 16.5, however, if there is at any time any land disturbing activity requiring an NRMP on the lot with the existing principal structure, then the buffer width shall comply with the above prescribed widths. (C) On all public and private property which abuts any water body for which a protective buffer zone is required under this chapter,a protective buffer zone shall be preserved or established and maintained in accordance with the following requirements: (1) When a natural resources management plan is required, all required protective buffer zones shall be shown on the site plan for the NRMP plan; (2) Any buffer zone that is to be preserved or established shall have approved erosion and sediment control measures installed and inspected prior to any land disturbing activity; (3) Vegetation within the buffer shall be established as follows: (a) Where a continuous growth of perennial vegetation exists that has been confirmed by city inspection, such vegetation shall be retained as the buffer with protective measures in place to prevent disturbance during construction with the following exceptions: 1. Where erosion problems exist, correction of the problem shall be required, and the method thereof, as approved by the city within the affected segment of the buffer. Permanent stabilization of the impacted area must meet the requirements for new buffer establishment; and 2. Where the existing vegetation contains weeds and rank vegetation, such vegetation shall be removed as required by the city. Following removal, permanent stabilization of the impacted area must meet the requirements for new buffer establishment; (b) When the existing vegetation in the buffer zone at the time of establishing the buffer is not a continuous growth of perennial vegetation a native plant buffer shall be established. The buffer establishment plan shall include: 1. Listing of plants to be installed or seed mix used, 2. method of installation,provision for replanting or seeding where establishment does not take, 3. A diagram of the planting scheme if varied within the buffer, 4. A listing of all materials used, and 22 5. A SWPPP (c) Erosion and sediment control measures shall be maintained until land disturbing activities are complete and all disturbed areas are permanently stabilized; (4) A security shall be required and remain on deposit with the city until it is determined by the city that the buffer has been permanently established according to the provisions of this chapter for a period of no less than 18 months or two growing seasons after installation; establishment of a cover crop for temporary erosion control purposes shall not constitute a successful permanent establishment; (5) When platting, the plat shall show any water body edge as approved by the city; and (6) The protective buffer zone shall be memorialized in perpetuity by a written document approved by the city and a certified survey of the lot,which shall be recorded at the Dakota County Recorder's Office against the property by the property owner and which shall establish the location of the buffer(s), restrictions, allowances, any permitted trail, and any management requirements. (D) Buffer restrictions. The owner or occupant of any property which has a protective buffer zone established thereon shall not conduct or permit any of the following activities within the protective buffer zone: (1) Vegetation alteration, including but not limited to: clear-cutting, mowing, burning, introduction of non-native species, plowing, cutting, grazing, pesticide application, fertilizer application, or cultivation, unless it meets standards for allowable activities and is approved in writing by the city; (2) Topographic alteration, including but not limited to grading, filling, excavation and extractions; (3) Construction, placement or installation of any structure, including retaining walls, or impervious surface; (4) Dumping or disposing of any material, including but not limited to yard waste, garbage, soil, mulches; or (5) Installation of beaches, rocks, or boulders. (E) Activities allowed within the buffer area upon written approval from the city include the following: (1) Removal of noxious weeds and rank vegetation as defined by the city or plants on state or county noxious weeds lists by pulling, mechanical control, biological control, or spot herbicide treatments; (2) Removal of diseased plants or limbs, or plants or limbs that cause a hazard; (3) Mowing, burning, fertilizer application, and pesticide application to manage and maintain a healthy native plant community as approved by the city; (4) Native plantings that enhance the buffer; (5) Activities included within an approved wetland replacement plan; (6) Multi-purpose trails provided the following are met: (a) The trail shall be a pervious surface and consist of non-polluting materials; (b) A minimum of ten feet of buffer is maintained between the trail and the edge of the water body; (c) The minimum impact alignment is used for trails that cross water bodies; 23 (d) The area of the buffer impacted by the trail and any associated maintained shoulders shall be replaced by adding the total square footage of the trail and associated shoulders thereof within the buffer zone to the width of the buffer that is otherwise required; (e) Any impacts to wetlands or public waters comply with applicable state and local regulations; (f) Installation of the trail is in compliance with other provisions of the code, including but not limited to floodplain control; (g) No established agreement exists, including but not limited to conservation easements, that otherwise restricts or prohibits trail installation or other alterations; and (h) The functions of the buffer to prevent erosion and treat stormwater runoff prior to entering the adjacent water body are preserved; stormwater flowing toward the trail is treated prior to entering the adjacent water body; (7) Beaches on Alimagnet, Long, Farquar, Lac Lavon, and Keller Lakes are permitted, provided the following requirements are met: (a) The created beach extends no more than half the length of the shoreline,not to exceed fifty feet, with an upland encroachment of no more than fifteen feet from the water body edge as defined within this chapter; (b) Sand installed is clean and weed free; (c) Design is such that no barrier is installed as to prohibit infiltration into the subsoil; (d) The functions of the buffer to prevent erosion and treat stormwater flows prior to entering the adjacent water body are preserved; stormwater flowing toward the beach is treated prior to entering the lake; (e) The area of buffer impacted by beach installation is replaced elsewhere along the water body edge and memorialized; (f) Sand applications shall be limited.Any alterations below the OHW or NWL,including but not limited to sand applications, shall comply with state requirements; (g) The beach is not placed within a wetland or otherwise causes the conversion of wetland to non-wetland; (h) No established agreement exists, including but not limited to conservation easements, that otherwise restricts or prohibits beach installation or other alterations; and (i) Compliance with other provisions of the Code, including but not limited to floodplain control; (8) Use and maintenance of an unimproved access strip not more than ten feet in width that uses the minimum impact alignment; and (9) Land disturbing activity that is proposed outside of any established buffer zone which may impact the buffer zone and/or water body shall be approved by the city before the activity begins. (F) Protective buffer zone identified. The upland boundary line of the buffer zone shall be identified by permanent markers, which have been approved by the city, at each lot line, and one at every 50-foot interval, or as deemed appropriate by the City. All markers shall be shown on an approved buffer zone plan and correctly installed prior to the closure of any NRMP permit. Section 2. Summary approved. The City Council hereby determines that the text of the summary marked "Official Summary of Ordinance No. " a copy of which is attached hereto 24 clearly informs the public of the intent and effect of the ordinance. The City Council further determines that publication of the title and such summary will clearly inform the public of the intent and effect of the ordinance. Section 3. Filing. A copy of the ordinance shall be filed in the office of the City Clerk. This copy shall be available for inspection by any persons during regular office hours. Section 4. Publication. The City Clerk shall publish the title of this ordinance and the official summary in the official newspaper of the City with notice that a printed copy of the ordinance is available for inspection by any person during regular office hours at the Office of the City Clerk. Section 5. Effective date. This ordinance shall take effect upon its passage and the publication of its title and the official summary. PASSED by the City Council this day of , 2024. Clint Hooppaw, Mayor ATTEST: Christina Scipioni, City Clerk 25 CITY OF APPLE VALLEY ORDINANCE NO. AN ORDINANCE OF THE CITY OF APPLE VALLEY, MINNESOTA, AMENDING CHAPTER 152 OF THE CITY CODE ENTITLED "NATURAL RESOURCES MANAGEMENT" The following is the official summary of Ordinance No. passed by the City Council of Apple Valley on ,2024: Chapter 152 is revised by deleting the chapter in its entirety and adding a new Chapter 152 as a full replacement thereof. Chapter 152 was revised to prepare corrections and clean up language relative to the Natural Resources Management Plan permit process and regulations, as well as other natural resource provisions. Chapter 152 was also amended to add regulations governing outdoor storage of bulk de-icing material(road salt)consistent and in accordance with updated Minnesota Pollution Control Agency Rules. A printed copy of the ordinance is available for inspection by any person during regular office hours in the office of the City Clerk at the Apple Valley Municipal Center, 7100 147th Street W., Apple Valley, Minnesota 55124. 26 CH . 152 ORDINANCE REVISIONS City Council Meeting — October 24, 202A Apple „ a Matt Saam, Public Works Director VlleY •••• ••••• •••• ••• CH. 152 ORDINANCE DISCUSSION Appl . What Prompted the Revisions? Ch . 152 — changes required in accordance with the MS4 ( Municipal Separate Storm Sewer System ) Permit from the MPCA MiMINNESOTA POLLUTION CONTROL AGENCY EIV:! 17-; CH. 152 - REVISION SUMMARY AppValley • Because of: • the amount of changes to meet requirements of the State's MS4 permit approval • inclusion of the Ch . 155 stormwater runoff design criteria • staff recommended changes to eliminate outdated language & add clarity • The City Attorney recommended deleting existing Ch . 152 Natural Resources Management & replacing it with the proposed ordinance 11=7:7 CH. 152 - REVISION SUMMARY AppValley • Requires proper bulk storage of de-icing material (salt) for minimum quantities of 5-tons (dry) or 1000-gals ( liquid ) • Temporary/seasonal storage allowed with an NRMP ( Natural Resources Management Plan ) permit from Nov. 1 to April 30 of following year • Multi-year permit will be available •••• ••••• •••• ••• CH. 152 - STORMWATER REVISION SUMMARY AppVaii lley • Additional clarity on what an " illicit discharge" is � : , .. • Specifically includes many items ( ie . garbage, yard , 4 waste, paints, anti-freeze, salt) as illicit discharges � 'T:0,S . . _.., al.. into the storm sewer system . cti����� �, • Simplified erosion & sediment control requirements ( „ - .0, isle. as part of the City's NRMP �►—_ - ,_� • Revised NRMP language to comply with MPCA ���'�� � �' �� �,,1 Construction Stormwater Permit Standards - �'�` '' ' ' r . ter . � -�.-. • Eliminated outdated terms no longer relevant. Ex., A .` £` '� � Erosion Sediment Control Component ( ESCC) updated to Stormwater Pollution Prevention Plan (SWPPP) •••• ••••• •••• CH. 152 - FORESTRY REVISION SUMMARY ••• Apple Valley • Modified tree replacement requirements to F ''.,A` t p a t c encourage increased diversity and eliminated ; ,� . !, x 4, outdated language ao I I ; _= , i , • In c l u d e d vegetation establishment criteria for , .. ..., N RM P closeout process „•...?0, „,,,... IFt ;,,��1• ,Nw ,k r. • Revised the Hazard Tree code to only review trees for hazardous conditions if they would .,, „...,,, __ , harm public property or users on publici.-- : 4-_,, mproperty. No longer reviewing private tree ��z"� , disputes between neighbors ti - � ��� � g -- d'111Ul l III I 1p .L,: •••• ••••• ••• CH. 152 ORDINANCE REVISIONS •••• Apple QUESTIONS? • ITEM: 5.E. ••••• • ••• COUNCIL MEETING DATE: October 24, 2024 Apple Valley SECTION: Regular Agenda Description: Pass Ordinance Amending Chapter 51 of the City Code, Regulating Water Use Restrictions (Recommend waiving second reading.) Staff Contact: Department/ Division: Matt Saam, Public Works Director Public Works Department ACTION REQUESTED: Pass the ordinance amending Chapter 51 of the City Code, regulating water use restrictions. (Recommend waiving second reading.) SUMMARY: This code revision incorporates the requirements of water conservation restrictions upon the Governor's declaration of a critical water deficiency as mandated by Minnesota Statutes and Department of Natural Resources (DNR) Rules. In summary, upon the Governor's declaration the ordinance revisions expand mandatory watering restrictions to include: • Outdoor yard irrigation, misters or play apparatus • Spraying of sidewalks/driveways • Filling of swimming pools, fountains or other exterior features • Washing of vehicles/trucks unless recirculated system is used • Restaurants prohibited from serving water, unless requested by customer BACKGROUND: During review of the City's last Water Supply Plan in 2020, the DNR informed the City of the need to comply with the State's Critical Water Deficiency requirement. MN Statute 103G.291 is the State Statute which requires Public Water Supply Plans to comply with this requirement. BUDGET IMPACT: N/A ATTACHMENTS: Ordinance Presentation CITY OF APPLE VALLEY ORDINANCE NO. AN ORDINANCE OF THE CITY OF APPLE VALLEY,MINNESOTA,REVISING CHAPTER 51 OF THE CITY CODE REGULATING APPLE VALLEY'S WATER SYSTEM BY ADDING WATER CONSERVATION RESTRICTIONS EFFECTIVE DURING CRITICAL WATER DEFICIENCY PERIODS DELCARED BY EXECUTIVE ORDER OF THE GOVERNOR IN ACCORDANCE WITH MINNESOTA STATUTES The City Council of Apple Valley ordains: Section 1. Chapter 51 of the Apple Valley City Code is amended by revising Section 51.05(G)to read as follows: (G) Water use restrictions. Pursuant to the authority of the Minnesota Statutes governing water demand reduction measures, and in order to conserve water, every water user is required to comply with the following restrictions: (1) Hours/limitations. It shall be unlawful to water for irrigation purposes between the hours of 11:00 a.m. and 6:00 p.m. between May 1 and September 30 each calendar year. (2) Expanded restrictions. In the event of a system failure or upon declaration of a water emergency and notification to the public, the following mandatory restrictions shall be in effect until notice is posted for termination: (1) Outdoor irrigation of yards, gardens, golf courses, parklands, and other non-agricultural land, except for those areas irrigated with reclaimed water, is prohibited. (2) Washing or spraying of sidewalks, driveways,parking areas, tennis courts, patios, or other paved areas with water from any pressurized source, including garden hoses, except to alleviate immediate health or safety hazards, is prohibited. (3) The outdoor use of any water-based play apparatus connected to a pressurized source is prohibited. (4) Restaurants and other food service establishments are prohibited from serving water to their customers, unless water is specifically requested by the customer. (5) Operation of outdoor misting systems used to cool public areas is prohibited. (6) The filling of swimming pools, fountains, spas, or other exterior water features is prohibited. (7) The washing of automobiles, trucks, trailers, and other types of mobile equipment is prohibited, except at facilities equipped with wash water recirculation systems, and for vehicles requiring frequent washing to protect public health, safety, and welfare. 1 (3) Private wells.Private well owners are subject to the same water use restrictions as users of the municipal water supply. (4) Ponds and lakes. Property owners withdrawing water from ponds and lakes for irrigation purposes are subject to the same water use restrictions as users of the municipal water supply. (5) Exceptions.The seasonal water use restrictions under subclause(1)above shall not apply to the following: (a) The immediate area of a yard that contains new sod laid or trees planted during the current calendar year; (b) Agricultural or horticultural operations which are defined as any commercial operation which grows or sells plants for commercial purposes and the water use is limited to the irrigation of the commercial plants; and (c) Golf course and city park critical maintenance operations which are defined as the use of water immediately following the application of fertilizer to turf and the use of water to syringe a golf course,but excluding routine turf irrigation. For purposes of this Clause G, the following terms shall be defined as stated: Irrigation means the watering of shrubs, trees, sod, seeded areas, gardens, lawns, or any other outdoor vegetation, except outdoor vegetation utilized for agricultural purposes,with any in- ground irrigation system, mechanical sprinkler attached to a hose or an unattended hose. Water Emergency means the declaration of a critical water deficiency by the governor by executive order. Notification to the public means the city's notification of the water emergency by posting notice of the water emergency declaration at city hall, or the official city bulletin board, and through local media announcements, including interviews and issuance of news releases. Reclaimed water means water collected from rooftops,paved surfaces, or other collection devices and all water utilized more than once before re-entering the natural water cycle. Water recirculation system means any system which enables a user to reuse water at least once prior to returning the water to the natural water cycle. Section 2. Summary approved. The City Council hereby determines that the text of the summary marked "Official Summary of Ordinance No. " a copy of which is attached hereto clearly informs the public of the intent and effect of the ordinance. The City Council further determines that publication of the title and such summary will clearly inform the public of the intent and effect of the ordinance. Section 3. Filing. A copy of the ordinance shall be filed in the office of the City Clerk. This copy shall be available for inspection by any persons during regular office hours. 2 Section 4. Publication. The City Clerk shall publish the title of this ordinance and the official summary in the official newspaper of the City with notice that a printed copy of the ordinance is available for inspection by any person during regular office hours at the Office of the City Clerk. Section 5. Effective date. This ordinance shall take effect upon its passage and the publication of its title and the official summary. PASSED by the City Council this day of , 2024. Clint Hooppaw, Mayor ATTEST: Christina Scipioni, City Clerk 3 CITY OF APPLE VALLEY ORDINANCE NO. AN ORDINANCE OF THE CITY OF APPLE VALLEY, MINNESOTA, REVISING CHAPTER 51 OF THE CITY CODE REGULATING APPLE VALLEY'S WATER SYSTEM BY ADDING WATER CONSERVATION RESTRICTIONS EFFECTIVE DURING CRITICAL WATER DEFICIENCY PERIODS DELCARED BY EXECUTIVE ORDER OF THE GOVERNOR IN ACCORDANCE WITH MINNESOTA STATUTES The following is the official summary of Ordinance No. passed by the City Council of Apple Valley on , 2024: Section 51.05(G)of the City Code is revised to incorporate the requirements of water conservation restriction upon the Governor's declaration of critical water deficiency as mandated by Minnesota Statutes and DNR Rules. Section 51.05(G) is further amended to add definitions relevant to the critical water deficiency conservation restrictions law and Rules A printed copy of the ordinance is available for inspection by any person during regular office hours in the office of the City Clerk at the Apple Valley Municipal Center, 7100 147th Street W., Apple Valley, Minnesota 55124. 4 CH . 51 ORDINANCE REVISIONS City Council Meeting — October 24, 2024 Apple a Matt Saam, Public Works Director VlleY •••• ••••• •••• ••• CH. 51 ORDINANCE DISCUSSION AppValley What Prompted the Revisions? Minnesota Ch . 51 - changes required in accordance with the DNR ( Department of Natural Resources) and MN Statutes related to water usage during a critical water deficiency DEPARTMENT OF NATURAL RESOURCES CH. 51 - REVISION SUMMARY 117.1.7.7i Apple Valley C'T• Changes are limited to Ch . 51.05(G) WaterUse tr.,:,.. . ��:t. .-„4„- ty, .t. 1:7 ,,, , '.: !t Restrictions U on the Governor's declaration of a critical e . •' < ' c • p '. N 4 '/ •, tat w water deficiency, expands mandatory watering 1, ,i , restrictions : ...iiwiti..-__.' ; $ 1, • Outdoor yard irrigation, misters or play apparatus -"0:' • Spraying of sidewalks/driveways . • Filling of swimming pools, fountains or other ,.j.._.. ' exterior features L - , . • Washing of vehicles/trucks unless recirculated `� � system is used 4 • Restaurants prohibited from serving water, unless requested by customer =` •••• ••••• •••• ••• CH. 51 ORDINANCE REVISIONS Apple QUESTIONS? • ITEM: 5.F. ••••• • ••• COUNCIL MEETING DATE: October 24, 2024 Apple Valley SECTION: Regular Agenda Description: General Election Update Staff Contact: Department/ Division: Christina M. Scipioni, City Clerk City Clerk's Office ACTION REQUESTED: N/A SUMMARY: City Clerk Scipioni will provide an update to the Council regarding 2024 election activities. BACKGROUND: N/A BUDGET IMPACT: N/A ATTACHMENTS: Presentation ••• •••• ••••• •••• ••• AP1yGeneral Election Update October 24, 2024 iv, lir %1ir L ._ � ..�.' Voted Voted vo j 'Ir ,R * * �'. tee �.��*�c ' c Voted voted r I . . .. . . . voting ' . . . . . . # 1___ • • • • • • • Options ••• •••• ••••• •••• ... In -Person Early Voting Apple „ Valley • Began Sept. 20 • Apple Valley Municipal Center • 8 a . m . to 4:30 p.m . Monday through Friday • Additional hours: • 9 a.m. to 3 p.m. Saturday, Oct. 26 • 8 a.m. to 7 p.m. Tuesday, Oct. 29 • 9 a.m. to 3 p.m. Saturday, Nov. 2 • 9 a.m. to 3 p.m. Sunday, Nov. 3 • 8 a.m. to 5 p.m. Monday, Nov. 4 • Voters place their ballot into a ballot counting machine (started Oct. 18) ••• •••• • Mail Absentee Voting " �AppValll lle Y • Apply for a mailed ballot: • Complete online application : mnvotes.gov • Request a paper application : Dakota County Elections, 651-438-4305 or elections@co.dakota.mn.us • To return mailed ballot: • Return in postage paid envelope • Drop off at Apple Valley Municipal Center or County Service Centers • Mailed ballots must be received by 8 p. m . on Election Day ••• •••• ••••• •==• Election Applell Valley A ^m B C 4 D 4' E "' F r G r H " I . • Tuesday, November 5 - � 1 Polling Location �" • Polls open7a . m . to8p. m . '.�� 7 ci ,o - -r�- • 16 polling places 5 --A kkj �' • Find polling location : mnvotes.gov _ 8 4 16 - ;�i► , o g 4 • Same dayregistration available �- T �-� gyEa S 5 6 13 11 5 • Must provide proof of residence 16 - = 12 2 4-A4::.i -42±.±n I� ,4 1C�� 15 11 1 TNT L 13 A _ B _ c _ D E F A G H ••• •••• ••••• •••• ... Re s o urc e s fo r Vo ters Apple Valley • Minnesota Secretary of State's Office: mnvotes.gov • Check registration status • Find polling place • View sample ballot • Request/track absentee ballot • Dakota County Elections: 651-438-4305 • Military and overseas voters • Absentee ballots • City of Apple Valley: 952-953-2500 • In-person early voting • Voters with special circumstances • Election Day voting ililligipli 161 , ‘tklit, . 1 _ ecion _ ........w.....1................ y' � �, �� E i •P , , r e a r a i o n s2 P ,iZIesa : VS --- V - - :- i ". • Ali. : 1 I. 01111 i i , ito P "'"'" ,' Iir ._ '-:':*1:: .N__, 0 .. 4111 ill IN di ;. f, ••• •••• ••••• •••• Election Staffing Apple ll Valley • 250 Election Judges appointed • 2-hour training course • 1.5-hour poll pad lab • 35 Head Election Judges 4 op • 7+ hours of training this year ) / • Assistance from numerous City � � departments `. • Collaboration with Dakota County ••• •••• ••••• •==• Equipment Preparation Apple Valley • Preliminary Testing • Counted over 3,700 test ballots • 16 precinct tabulators ,- -- } - - • Assistive voting devices1 T • Early voting tabulators • Public Accuracy Testing • Publicly noticed meeting held October 15 • Members of the public observe testing 3 machines w,. n • Post Election Review • Conducted by Dakota County _ = �� • Precincts selected for hand counting • Open to the public ••• •••• • Ele ction Night Re sult s '"'�AppVal „ lle Y • Mnvotes.gov — Minnesota Secretary of State's Website • Election Results include : • Ballots cast via the mail • Ballots cast via early voting �111 ' • City and County locations • Ballots cast in the polling places on Election Day • Results reported after: Il • All mail-in absentees are processed • All voters in line at 8 p.m. have voted Apple Valley Voter Turnout Registered Voters: 36,607 10'd6(1 Ballots Cast (10/24/24): 7,840 • 21.4% turnout • 30% cast in-person at City Hall • 33% cast by mail • 37% cast in-person at County Service Centers AppVa��ey Apple „ 7-1144AA,k/ 9 o�� • ITEM: 7. • •• ••• ••• COUNCIL MEETING DATE: October 24, 2024 Apple Valley SECTION: Calendar of Upcoming Events Description: Approve Calendar of Upcoming Events Staff Contact: Department/ Division: Stephanie Marschall, Deputy City Clerk City Clerk's Office ACTION REQUESTED: Approve the calendar of upcoming events as listed in the summary below, and noting each event listed is hereby deemed a Special Meeting of the City Council. SUMMARY: Wed./Oct. 23 8:00 -9:00 a.m. Royal Credit Union Chamber Coffee Connection Wed./Oct. 23 9:00 a.m. Municipal Center Firefighters Relief Association Board Meeting Thur./Oct. 24 10:30 a.m. Quarry Point Park North Creek Greenway Ribbon Cutting Ceremony Thur./Oct. 24 6:30 p.m. Municipal Center Special EDA Meeting Regular City Council Thur./Oct. 24 7:00 p.m. Municipal Center Meeting* Sat./Oct. 26 11:00 a.m Family Aquatic Trunk or Treat Center Tue./Nov. 5 General Election Wed./Nov. 6 4:30-6:30 p.m. Valleywood County-Wide Business After Hours Wed./Nov. 6 7:00 p.m. Municipal Center Planning Commission Meeting Thur./Nov. 7 9:10 a.m Apple Valley High Veteran's Day Assembly School Thur./Nov. 7 6:00 p.m. Municipal Center Informal Parks & Recreation Advisory Committee Meeting Thur./Nov. 7 7:00 p.m. Municipal Center Regular Parks & Recreation Advisory Committee Meeting Mon./Nov. 11 City Offices Closed Veterans Day Tue./Nov. 12 5:30 p.m. Municipal Center Informal City Council Meeting Regular City Council Tue./Nov. 12 7:00 p.m. Municipal Center Meeting* Nov. 13-16 Tampa, Florida NLC City Summit Wed./Nov. 13 7:00 p.m. Municipal Center Traffic Safety Advisory Committee Meeting Wed./Nov. 20 7:00 p.m. Municipal Center Planning Commission Meeting Tue./Nov. 26 6:15 p.m. Municipal Center Holiday Tree Lighting Regular City Council Tue./Nov. 26 7:00 p.m. Municipal Center Meeting* Thur./Nov. City Offices Closed Thanksgiving Day 28 Fri./Nov. 29 City Offices Closed Day After Thanksgiving Day BACKGROUND: Each event is hereby deemed a Special Meeting of the City Council, the purpose being informational or social gathering. Only events marked with an asterisk (*) will any action of the Council take place. BUDGET IMPACT: N/A • ITEM: 8.A. ••••• • ••• COUNCIL MEETING DATE: October 24, 2024 Apple Valley SECTION: Closed Session Description: Convene in Closed Session, Under Exception to Open Meeting Law, to Discuss Potential Sale and Negotiation of City-Owned Property- The Central Village West Site (7153 152nd Street and 7169 153rd Street) Staff Contact: Department/ Division: Tim Benetti, Community Development Director Community Development Department ACTION REQUESTED: Convene in closed session, under exception to the open meeting law, as outlined in Minnesota Statutes 13D.05, Subd. 3(c). in order to review and consider various offers to purchase and develop the City-owned property generally identified as The Central Village West Site (f/k/a "866 Site"), located at 7153 152nd Street and 7169 153rd Street. SUMMARY: City staff requests the City Council meet in closed session after the October 24, 2024, regular meeting, in order to review confidential or protected nonpublic data and information, such as letters of intent, offers to purchase City lands, and other privileged information related to private development proposals. The Council will be asked to review and consider three (3) separate development proposals, which include offers to purchase the city-owned lands, along with letters of intent and concept plans proposed on the subject property. These offers were submitted as part of a requests for proposals (RFP's) by the City, which were sent directly to a number of development groups and real estate professionals. The City's RFP was posted and advertised on the City's and MNCAR (MN Commercial Association of Real Estate/Realtors) websites, with a deadline for submittals by June 24, 2024. At that deadline, the City only received one development proposal. In order to attract additional developer interest, the submittal deadline was extended to September 30, 2024. The City received two additional RFP submittals, and all three of these proposals are now being presented under this closed session for the Council's private consideration. Should Council wish to review the RFP submissions prior to the October 24, 2024 meeting, please contact Community Development Director Tim Benetti, City Planner Alex Sharpe, or Community Development Assistant Breanna Vincent. BACKGROUND: The subject site is locally addressed as 7153 - 152nd St. W. and 7169 - 153rd St. W. The two properties are currently vacant and located south of Apple Valley Ford, east of the Post Office, north of Risor of Apple Valley Apartments, and west of Grand Stay Hotel. The subject properties are guided "MIX" (Mixed Use) and located in PD No. 739, Zone No. 4. The two parcels (PID Nos. 01-81750-03-010 & 01-81750-03-020) that make up these City- owned lands are legally described as Lots 1 and 2, Block 3, Village at Founders Circle, and consist of 1.67 and 2.03 acres, respectively, for a combined area of 3.7 acres. BUDGET IMPACT: None at this time.