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HomeMy WebLinkAbout07-08-2024 Council Meeting Packet (2) CITY COUNCIL AGENDA Updated 7/8/24 Monday, July 8, 2024 Broadcast on Cable TV Channel 16 and northmetrotv.com/lino-lakes-stream City Council: Mayor Rafferty, Councilmembers Cavegn, Lyden, Ruhland and Stoesz City Administrator: Sarah Cotton CITY COUNCIL WORK SESSION, 6:00 P.M. Council Chambers (not televised) No Public Comment Allowed at Work Sessions per the Rules of Decorum 1. Call to Order and Roll Call 2. Setting the Agenda: Addition or Deletion of Agenda Items 3. Review Regular Agenda 4. Adjournment CITY COUNCIL MEETING, 6:30 P.M. Council Chambers (televised)  Call to Order and Roll Call  Pledge of Allegiance  Public Comment (sign-in prior to start of meeting per Rules of Decorum)  Setting the Agenda: Addition or Deletion of Agenda Items 1. CONSENT AGENDA A. Consider Approval of Expenditures for July 8, 2024 (Check No. 120995 through 121039) in the Amount of $573,685.60 2. FINANCE DEPARTMENT REPORT No Report 3. ADMINISTRATION DEPARTMENT REPORT A. Consider Resolution No. 24-95, Regarding Technical Sufficiency of a Petition Under City Charter, Chapter 5. Initiative, Referendum and Recall, Section 5.03. Determination of Sufficiency, for an Ordinance Requiring Developers to Provide Documentation of Proven Experience, Financial Health, Licensing, Criminal Background, and Reputation Subject to Approval Council Agenda -2- July 8, 2024 B. Consider Resolution No. 24-96, Regarding Technical Sufficiency of a Petition Under Minnesota State Statute 410.12 for a Charter Amendment, Adding a New Section 1.04 to Charter Chapter I, “Segregation Prohibited” C. Consider Resolution No. 24-97, Regarding Technical Sufficiency of a Petition Under Minnesota State Statute 410.12 for a Charter Amendment, Adding a New Section 12.15 to Charter Chapter XII, “Limitation of Pace of Residential Development” 4. PUBLIC SAFETY DEPARTMENT REPORT No Report 5. PUBLIC SERVICES DEPARTMENT REPORT No Report 6. COMMUNITY DEVELOPMENT REPORT A. Consider 2nd Reading of Ordinance No. 11-24, Approving Interim Ordinance Prohibiting Subdivision of Land for Residential Purposes, Michael Grochala *Council may vote to dispense with the full reading of the ordinance *Roll call vote is required for adoption of the ordinance B. 2024/2025 Street Reconstruction and Municipal Sewer and Water Extension Project, Colonial Woods, Diane Hankee i. Public Hearing C. Ordinance No. 10-24, Vacating Drainage & Utility Easement, Outlot C, Watermark 5th Addition, Diane Hankee i. Public Hearing ii. Consider 1st Reading of Ordinance No. 10-24 *Council may vote to dispense with the full reading of the ordinance D. Consider Resolution No. 24-92, Approving the Joint Powers Agreement with the Town of White Bear for a Sewer and Water Service at 5801 Bald Eagle Blvd, Diane Hankee E. Consider Resolution No. 24-91, Accepting Metropolitan Council Clean Water Fund Grant, Michael Grochala 7. UNFINISHED BUSINESS None 8. NEW BUSINESS None 9. NOTICES AND COMMUNICATIONS A. Community Calendar: A Look Ahead July 9, 2024 – July 22, 2024 Council Agenda -3- July 8, 2024 i. July 10, 2024, 6:30 PM: Planning & Zoning Board Meeting ii. July 11, 2024, 8:00 AM: Economic Development Advisory Committee Meeting - Cancelled iii. July 22, 2024, 6:00 PM: City Council Work Session and Regular Meeting ADJOURNMENT + Expenditures July 8, 2024 Check #120995 to #121039 $573,685.60 Accounts Payable Check Detail User:jessica.eller Printed:06/28/2024 - 1:46PM Check Number Check Date Amount 2140 - Able Concrete Raising, Inc. Line Item Account 120995 07/08/2024 Inv 7473 Line Item Date Line Item Description Line Item Account 04/26/2024 6,450.00101-450-4410-000Concrete Raising at Clearwater Creek Park Inv 7473 Total 6,450.00 120995 Total: 6,450.00 6,450.002140 - Able Concrete Raising, Inc. Total: 1328 - Allegra Print & Imaging Line Item Account 120996 07/08/2024 Inv 76258 Line Item Date Line Item Description Line Item Account 06/17/2024 134.10101-420-4214-000K-9 Baseball Cards Inv 76258 Total 134.10 120996 Total: 134.10 134.101328 - Allegra Print & Imaging Total: 25 - American Legal Publishing Corp Line Item Account 120997 07/08/2024 Inv 34710 Line Item Date Line Item Description Line Item Account 06/25/2024 245.70101-416-4410-0002024 S-12 Folio/Internet Supplement Pages Inv 34710 Total 245.70 120997 Total: 245.70 245.7025 - American Legal Publishing Corp Total: 2043 - American Red Cross Line Item Account 120998 07/08/2024 Page 1AP-Check Detail (6/28/2024 - 1:46 PM) Check Number Check Date Amount Inv 22699603 Line Item Date Line Item Description Line Item Account 06/19/2024 532.00202-451-4330-000Lifeguard Certifications (14) Inv 22699603 Total 532.00 120998 Total: 532.00 532.002043 - American Red Cross Total: 44 - Anoka County Treasury Office Line Item Account 120999 07/08/2024 Inv B240618L Line Item Date Line Item Description Line Item Account 06/18/2024 75.00101-432-4300-503Site 117 June 2024 CAC Fiber 06/18/2024 75.00101-432-4300-501Site 116 June 2024 CAC Fiber 06/18/2024 75.00101-432-4300-500Site 115 June 2024 CAC Fiber Inv B240618L Total 225.00 120999 Total: 225.00 225.0044 - Anoka County Treasury Office Total: 54 - Aspen Mills, Inc. Line Item Account 121000 07/08/2024 Inv 334728 Line Item Date Line Item Description Line Item Account 06/17/2024 7.70101-421-4370-000Patches (2) Inv 334728 Total 7.70 Inv 334755 Line Item Date Line Item Description Line Item Account 06/18/2024 56.55101-420-4370-000Uniform Allowance - K. Sinna Inv 334755 Total 56.55 Inv 334794 Line Item Date Line Item Description Line Item Account 06/18/2024 903.33101-421-4370-000Dept Exp - R. Dowd Inv 334794 Total 903.33 Inv 334922 Line Item Date Line Item Description Line Item Account 06/20/2024 2,349.18101-420-4370-000Dept Exp - L. Clayton Inv 334922 Total 2,349.18 Page 2AP-Check Detail (6/28/2024 - 1:46 PM) Check Number Check Date Amount Inv 335011 Line Item Date Line Item Description Line Item Account 06/21/2024 113.90101-421-4370-000Dept Exp - T. Andres Inv 335011 Total 113.90 Inv 335179 Line Item Date Line Item Description Line Item Account 06/25/2024 23.85101-421-4370-000Dept Exp - R. Dowd Inv 335179 Total 23.85 121000 Total: 3,454.51 3,454.5154 - Aspen Mills, Inc. Total: 1129 - Blaine Brothers Line Item Account 121001 07/08/2024 Inv 010004407089 Line Item Date Line Item Description Line Item Account 06/24/2024 3.64101-431-4221-000Slack Adjuster Snap Rings (4) #215 Inv 010004407089 Total 3.64 121001 Total: 3.64 3.641129 - Blaine Brothers Total: 2040 - Bond Trust Services Corporation Line Item Account 121002 07/08/2024 Inv 88150 Line Item Date Line Item Description Line Item Account 06/12/2024 4,450.00341-470-6020-0008/1/2024 Debt Service Payments 2016A Interest Inv 88150 Total 4,450.00 Inv 88151 Line Item Date Line Item Description Line Item Account 06/12/2024 47,300.00345-470-6020-0008/1/2024 Debt Service Payments 2020A Interest Inv 88151 Total 47,300.00 Inv 88152 Line Item Date Line Item Description Line Item Account 06/12/2024 13,997.50346-470-6020-0008/1/2024 Debt Service Payments 2021A Interest Inv 88152 Total 13,997.50 Page 3AP-Check Detail (6/28/2024 - 1:46 PM) Check Number Check Date Amount Inv 88153 Line Item Date Line Item Description Line Item Account 06/12/2024 2,242.50337-470-6020-0008/1/2024 Debt Service Payments 2014A Interest Inv 88153 Total 2,242.50 Inv 88154 Line Item Date Line Item Description Line Item Account 06/12/2024 18,256.25338-470-6020-0008/1/2024 Debt Service Payments 2015A Interest Inv 88154 Total 18,256.25 Inv 88155 Line Item Date Line Item Description Line Item Account 06/12/2024 97,768.76344-470-6020-0008/1/2024 Debt Service Payments 2018A Interest Inv 88155 Total 97,768.76 121002 Total: 184,015.01 184,015.012040 - Bond Trust Services Corporation Total: 1790 - Buchmeier, Lindsay Line Item Account 101-461-4331-000 121003 07/08/2024 Inv Q2 2024 Line Item Date Line Item Description Line Item Account 06/26/2024 150.00101-461-4331-0002nd Qtr 2024 Stipend Inv Q2 2024 Total 150.00 121003 Total: 150.00 150.001790 - Buchmeier, Lindsay Total: 1751 - Cavegn, Cassondra Line Item Account 101-461-4331-000 121004 07/08/2024 Inv Q2 2024 Line Item Date Line Item Description Line Item Account 06/26/2024 75.00101-461-4331-0002nd Qtr 2024 Stipend Inv Q2 2024 Total 75.00 121004 Total: 75.00 75.001751 - Cavegn, Cassondra Total: 1093 - Centennial School District 12 Line Item Account Page 4AP-Check Detail (6/28/2024 - 1:46 PM) Check Number Check Date Amount 121005 07/08/2024 Inv 6/19/2024 Line Item Date Line Item Description Line Item Account 06/19/2024 156,450.00801-000-2341-106Security Reduction Inv 6/19/2024 Total 156,450.00 121005 Total: 156,450.00 156,450.001093 - Centennial School District 12 Total: 1826 - Endurance Fitness of MN, LLC Line Item Account 121006 07/08/2024 Inv July 2024 Line Item Date Line Item Description Line Item Account 07/01/2024 11,665.00202-451-4411-000July 2024 EF Monthly Fee Inv July 2024 Total 11,665.00 121006 Total: 11,665.00 11,665.001826 - Endurance Fitness of MN, LLC Total: 204 - Factory Motor Parts Company Line Item Account 121007 07/08/2024 Inv 159-113085 Line Item Date Line Item Description Line Item Account 06/25/2024 145.81101-431-4221-000Rear Brake Rotors & Pads #619 Inv 159-113085 Total 145.81 Inv 159-113102 Line Item Date Line Item Description Line Item Account 06/25/2024 334.00101-431-4221-000Rear Brake Calipers #619 Inv 159-113102 Total 334.00 Inv 159-Z13381 Line Item Date Line Item Description Line Item Account 06/13/2024 -219.60101-431-4221-000Battery Core Return & Battery Warranty Credit (2) Inv 159-Z13381 Total -219.60 Inv 1-9824539 Line Item Date Line Item Description Line Item Account 06/21/2024 10.02101-431-4211-000Stock Rear View Mirror Adhesive Inv 1-9824539 Total 10.02 Page 5AP-Check Detail (6/28/2024 - 1:46 PM) Check Number Check Date Amount Inv 1-9825055 Line Item Date Line Item Description Line Item Account 06/21/2024 164.13101-431-4221-000Stock Transmission Filters (3) Inv 1-9825055 Total 164.13 121007 Total: 434.36 434.36204 - Factory Motor Parts Company Total : 2139 - Faymoville, Amy Line Item Account 121008 07/08/2024 Inv 6/21/2024 Line Item Date Line Item Description Line Item Account 06/21/2024 150.00202-000-2151-000Program Cancelled Inv 6/21/2024 Total 150.00 121008 Total: 150.00 150.002139 - Faymoville, Amy Total: 1302 - Fire Instruction Rescue Education Line Item Account 121009 07/08/2024 Inv 6954 Line Item Date Line Item Description Line Item Account 06/22/2024 1,800.00101-421-4330-000Live Burn Training Inv 6954 Total 1,800.00 121009 Total: 1,800.00 1,800.001302 - Fire Instruction Rescue Education Total: 2141 - Fitness Machine Technicians Line Item Account 121010 07/08/2024 Inv 9679-1 Line Item Date Line Item Description Line Item Account 06/18/2024 190.00101-432-4300-503Repair Fitness Machine Inv 9679-1 Total 190.00 121010 Total: 190.00 190.002141 - Fitness Machine Technicians Total: Page 6AP-Check Detail (6/28/2024 - 1:46 PM) Check Number Check Date Amount 233 - GDO Law Line Item Account 101-414-4303-000 121011 07/08/2024 Inv 19687 Line Item Date Line Item Description Line Item Account 07/01/2024 8,750.00101-414-4303-000July Prosecutor Contract Inv 19687 Total 8,750.00 121011 Total: 8,750.00 8,750.00233 - GDO Law Total: 1622 - General Repair Service Line Item Account 121012 07/08/2024 Inv 82966 Line Item Date Line Item Description Line Item Account 06/24/2024 3,252.17601-494-4211-000Chlorine Booster Pumps (2) Well #2 Inv 82966 Total 3,252.17 121012 Total: 3,252.17 3,252.171622 - General Repair Service Total : 2024 - Heritage Embroidery & Design Line Item Account 121013 07/08/2024 Inv 60615 Line Item Date Line Item Description Line Item Account 06/10/2024 1,209.00202-451-4205-000Summer Day Camp Apparel Inv 60615 Total 1,209.00 121013 Total: 1,209.00 1,209.002024 - Heritage Embroidery & Design Total: 1189 - Holmes, Shawn C. Line Item Account 101-461-4331-000 121014 07/08/2024 Inv Q2 2024 Line Item Date Line Item Description Line Item Account 06/26/2024 150.00101-461-4331-0002nd Qtr 2024 Stipend Inv Q2 2024 Total 150.00 121014 Total: 150.00 Page 7AP-Check Detail (6/28/2024 - 1:46 PM) Check Number Check Date Amount 150.001189 - Holmes, Shawn C. Total: 167 - Imperial Dade Line Item Account 121015 07/08/2024 Inv 4249619 Line Item Date Line Item Description Line Item Account 06/24/2024 80.25101-432-4211-000Toilet Rim Hanger (3) Inv 4249619 Total 80.25 Inv 4249672 Line Item Date Line Item Description Line Item Account 06/24/2024 91.79202-451-4211-000Blood Pathogen Kit & Can Liners Inv 4249672 Total 91.79 121015 Total: 172.04 172.04167 - Imperial Dade Total: 1249 - Kidcreate Studio Line Item Account 121016 07/08/2024 Inv 19543355 Line Item Date Line Item Description Line Item Account 08/30/2023 1,155.00202-451-4412-000Nailed It Camp (2023) Inv 19543355 Total 1,155.00 121016 Total: 1,155.00 1,155.001249 - Kidcreate Studio Total: 782 - L.T.G. Power Equipment Line Item Account 121017 07/08/2024 Inv 286643 Line Item Date Line Item Description Line Item Account 06/26/2024 93.90101-431-4221-000Parking Brake Cable #405 Inv 286643 Total 93.90 121017 Total: 93.90 93.90782 - L.T.G. Power Equipment Total: 2044 - M/I Homes Line Item Account 121018 07/08/2024 Page 8AP-Check Detail (6/28/2024 - 1:46 PM) Check Number Check Date Amount Inv 2023-01404 Line Item Date Line Item Description Line Item Account 06/24/2024 5,400.00801-000-2318-000Escrow Release - 8109 Haywood Dr Inv 2023-01404 Total 5,400.00 121018 Total: 5,400.00 5,400.002044 - M/I Homes Total: 399 - Mansfield Oil Company Line Item Account 101-431-4212-000 121019 07/08/2024 Inv 25468394 Line Item Date Line Item Description Line Item Account 06/21/2024 5,329.07101-431-4212-000Gasoline - 1,900 Gallons Inv 25468394 Total 5,329.07 121019 Total: 5,329.07 5,329.07399 - Mansfield Oil Company Total: 418 - Menards - Forest Lake Line Item Account 121020 07/08/2024 Inv 36425 Line Item Date Line Item Description Line Item Account 06/20/2024 8.98101-450-4211-000Fence Staples Inv 36425 Total 8.98 Inv 36450 Line Item Date Line Item Description Line Item Account 06/20/2024 2.98602-495-4211-000Bolts for Vac Trailer Repair (2) Inv 36450 Total 2.98 121020 Total: 11.96 11.96418 - Menards - Forest Lake Total: 421 - Metro Sales Incorporated Line Item Account 121021 07/08/2024 Inv INV2548920 Line Item Date Line Item Description Line Item Account 06/21/2024 635.64202-451-4410-000Copier Maintenance Contract Ricoh/IM C3500 Color Copier Inv INV2548920 Total 635.64 Page 9AP-Check Detail (6/28/2024 - 1:46 PM) Check Number Check Date Amount Inv INV2548965 Line Item Date Line Item Description Line Item Account 06/21/2024 116.30101-432-4410-500Copier Maintenance Contract Ricoh/MP C307 Color Copier Inv INV2548965 Total 116.30 121021 Total: 751.94 751.94421 - Metro Sales Incorporated Total: 455 - MN Metro North Tourism Board Line Item Account 101-415-4900-000 121022 07/08/2024 Inv May 2024 Line Item Date Line Item Description Line Item Account 05/31/2024 5,738.00101-415-4900-000May 2024 Tourism Tax Inv May 2024 Total 5,738.00 121022 Total: 5,738.00 5,738.00455 - MN Metro North Tourism Board Total: 1985 - Nelson, Julia Line Item Account 101-461-4331-000 121023 07/08/2024 Inv Q2 2024 Line Item Date Line Item Description Line Item Account 06/26/2024 150.00101-461-4331-0002nd Qtr 2024 Stipend Inv Q2 2024 Total 150.00 121023 Total: 150.00 150.001985 - Nelson, Julia Total: 1450 - Occupational Health Centers of MN, P.C. Line Item Account 121024 07/08/2024 Inv 104004572 Line Item Date Line Item Description Line Item Account 06/14/2024 104.00101-402-4300-000OSHA Bloodborne Pathogens Standard Inv 104004572 Total 104.00 121024 Total: 104.00 104.001450 - Occupational Health Centers of MN, P.C. Total: Page 10AP-Check Detail (6/28/2024 - 1:46 PM) Check Number Check Date Amount 509 - O'Reilly Automotive Stores Line Item Account 121025 07/08/2024 Inv 3472-340954 Line Item Date Line Item Description Line Item Account 06/25/2024 21.29101-431-4221-000Electrical Connector Pigtail #215 Inv 3472-340954 Total 21.29 Inv 3472-341022 Line Item Date Line Item Description Line Item Account 06/25/2024 19.48101-431-4221-000Stock Headlight Bulbs Inv 3472-341022 Total 19.48 121025 Total: 40.77 40.77509 - O'Reilly Automotive Stores Total: 1099 - Park Construction Company Line Item Account 121026 07/08/2024 Inv 023839-000-3 Line Item Date Line Item Description Line Item Account 06/28/2024 129,152.69421-499-4400-1542024 Street Rehabilitation & Trunk Water Main Project Inv 023839-000-3 Total 129,152.69 121026 Total: 129,152.69 129,152.691099 - Park Construction Company Total: 1803 - Parsons, Jonathan Line Item Account 101-461-4331-000 121027 07/08/2024 Inv Q2 2024 Line Item Date Line Item Description Line Item Account 06/26/2024 150.00101-461-4331-0002nd Qtr 2024 Stipend Inv Q2 2024 Total 150.00 121027 Total: 150.00 150.001803 - Parsons, Jonathan Total: 552 - Press Publications, Inc. Line Item Account 121028 07/08/2024 Inv 809157 Line Item Date Line Item Description Line Item Account Page 11AP-Check Detail (6/28/2024 - 1:46 PM) Check Number Check Date Amount 06/20/2024 47.36101-418-4340-000PHN Interim Ordinance Creating a Moratorium Inv 809157 Total 47.36 121028 Total: 47.36 47.36552 - Press Publications, Inc. Total: 1205 - Pro Hydro-Testing LLC Line Item Account 121029 07/08/2024 Inv 104671 Line Item Date Line Item Description Line Item Account 02/28/2024 375.00101-421-4410-000Hydro-Testing DOT Storage Cylinders Inv 104671 Total 375.00 121029 Total: 375.00 375.001205 - Pro Hydro-Testing LLC Total: 1808 - Quality Counts, LLC Line Item Account 121030 07/08/2024 Inv 166385-1 Line Item Date Line Item Description Line Item Account 06/26/2024 4,960.00101-417-4300-000Directional Counts Inv 166385-1 Total 4,960.00 121030 Total: 4,960.00 4,960.001808 - Quality Counts, LLC Total: 2031 - Rehbein Transit Co, Inc. Line Item Account 121031 07/08/2024 Inv 99046 Line Item Date Line Item Description Line Item Account 06/20/2024 564.96202-451-4412-000Summer Day Camp Trip Transportation Inv 99046 Total 564.96 121031 Total: 564.96 564.962031 - Rehbein Transit Co, Inc. Total: 750 - Schwartz, Alexander P. Line Item Account 101-461-4331-000 121032 07/08/2024 Page 12AP-Check Detail (6/28/2024 - 1:46 PM) Check Number Check Date Amount Inv Q2 2024 Line Item Date Line Item Description Line Item Account 06/26/2024 75.00101-461-4331-0002nd Qtr 2024 Stipend Inv Q2 2024 Total 75.00 121032 Total: 75.00 75.00750 - Schwartz, Alexander P. Total: 1746 - SCR Line Item Account 121033 07/08/2024 Inv W10015 Line Item Date Line Item Description Line Item Account 06/19/2024 693.00202-451-4300-000Reset Baud Rate Dip Switches Inv W10015 Total 693.00 121033 Total: 693.00 693.001746 - SCR Total: 1840 - Standard Insurance Company Line Item Account 121034 07/08/2024 Inv July 2024 Line Item Date Line Item Description Line Item Account 06/17/2024 4.38101-422-4133-000Life Insurance Premiums 06/17/2024 1,210.90101-000-2040-000Life Insurance Premiums 06/17/2024 509.73101-420-4133-000Disability Insurance Premiums 06/17/2024 47.90101-421-4133-000Disability Insurance Premiums 06/17/2024 51.87602-495-4133-000Disability Insurance Premiums 06/17/2024 20.83101-416-4133-000Disability Insurance Premiums 06/17/2024 2.26603-496-4133-000Life Insurance Premiums 06/17/2024 91.10101-450-4133-000Disability Insurance Premiums 06/17/2024 4.41602-495-4133-000Life Insurance Premiums 06/17/2024 5.44202-451-4133-000Life Insurance Premiums 06/17/2024 47.82101-407-4133-000Disability Insurance Premiums 06/17/2024 0.25101-462-4133-000Life Insurance Premiums 06/17/2024 33.37101-420-4133-000Life Insurance Premiums 06/17/2024 96.97101-430-4133-000Disability Insurance Premiums 06/17/2024 1.25101-416-4133-000Life Insurance Premiums 06/17/2024 4.77101-463-4133-000Disability Insurance Premiums 06/17/2024 3.25101-407-4133-000Life Insurance Premiums 06/17/2024 27.06101-418-4133-000Disability Insurance Premiums 06/17/2024 75.77202-451-4133-000Disability Insurance Premiums 06/17/2024 0.31101-463-4133-000Life Insurance Premiums 06/17/2024 51.90601-494-4133-000Disability Insurance Premiums 06/17/2024 5.71101-461-4133-000Disability Insurance Premiums 06/17/2024 3.75101-402-4133-000Life Insurance Premiums 06/17/2024 58.49101-402-4133-000Disability Insurance Premiums 06/17/2024 42.92101-431-4133-000Disability Insurance Premiums Page 13AP-Check Detail (6/28/2024 - 1:46 PM) Check Number Check Date Amount 06/17/2024 3.12101-432-4133-000Disability Insruance Premiums 06/17/2024 4.46601-494-4133-000Life Insurance Premiums 06/17/2024 28.96603-496-4133-000Disability Insurance Premiums 06/17/2024 3.19101-431-4133-000Life Insurance Premiums 06/17/2024 0.06101-000-3730-000Life Insurance Premiums 06/17/2024 61.94101-422-4133-000Disability Insurance Premiums 06/17/2024 3.81101-462-4133-000Disability Insurance Premiums 06/17/2024 7.00101-450-4133-000Life Insurance Premiums 06/17/2024 7.81101-430-4133-000Life Insurance Premiums 06/17/2024 0.38101-461-4133-000Life Insurance Premiums 06/17/2024 2.88101-421-4133-000Life Insurance Premiums 06/17/2024 0.19101-432-4133-000Life Insurance Premiums 06/17/2024 2.11101-418-4133-000Life Insurance Premiums Inv July 2024 Total 2,528.32 121034 Total: 2,528.32 2,528.321840 - Standard Insurance Company Total: 751 - Sullivan, John E. Line Item Account 101-461-4331-000 121035 07/08/2024 Inv Q2 2024 Line Item Date Line Item Description Line Item Account 06/26/2024 200.00101-461-4331-0002nd Qtr 2024 Stipend Inv Q2 2024 Total 200.00 121035 Total: 200.00 200.00751 - Sullivan, John E. Total: 1769 - Taylor Print Impressions Line Item Account 121036 07/08/2024 Inv 7819326 Line Item Date Line Item Description Line Item Account 06/14/2024 812.33601-494-4200-000UB Return Envelopes 06/14/2024 812.32602-495-4200-000UB Return Envelopes Inv 7819326 Total 1,624.65 Inv 7819327 Line Item Date Line Item Description Line Item Account 06/14/2024 845.22601-494-4200-000UB Window Envelopes 06/14/2024 845.23602-495-4200-000UB Window Envelopes Inv 7819327 Total 1,690.45 121036 Total: 3,315.10 Page 14AP-Check Detail (6/28/2024 - 1:46 PM) Check Number Check Date Amount 3,315.101769 - Taylor Print Impressions Total: 698 - Valley-Rich Co., Inc. Line Item Account 121037 07/08/2024 Inv 021397-000-1 Line Item Date Line Item Description Line Item Account 06/28/2024 27,525.00420-499-4304-151Hodgson Road & County Road J Water Service Project Inv 021397-000-1 Total 27,525.00 121037 Total: 27,525.00 27,525.00698 - Valley-Rich Co., Inc. Total: 1447 - Wheeler Hardware Company Line Item Account 121038 07/08/2024 Inv SPI151165 Line Item Date Line Item Description Line Item Account 06/24/2024 1,365.00101-432-4300-503PD Classroom Display Installation Inv SPI151165 Total 1,365.00 121038 Total: 1,365.00 1,365.001447 - Wheeler Hardware Company Total: 2093 - Winberg Companies, LLC Line Item Account 121039 07/08/2024 Inv 41031 Line Item Date Line Item Description Line Item Account 06/21/2024 4,452.00603-496-4410-000Repair Catch Basin Inv 41031 Total 4,452.00 121039 Total: 4,452.00 4,452.002093 - Winberg Companies, LLC Total: 573,685.60Total: Page 15AP-Check Detail (6/28/2024 - 1:46 PM) Electronic Funds Transfer MN Statute 471.38 Subd. 3 Council Meeting July 8, 2024 Transfer In/(Out) 6/21/2024 Transfer to FRB Money Market (4,000,000.00) 6/24/2024 Payroll #13 ACH Return M Taute 70.73 6/26/2024 Payroll #13 ACH Resent M Taute (70.73) 7/5/2024 Council Payroll #07 (3,706.98) 7/5/2024 Council Payroll #07 Federal Deposit (209.14) 7/5/2024 Council Payroll #07 PERA (410.72) 7/5/2024 Council Payroll #07 State (45.27) 1 CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 3A-C STAFF ORIGINATOR: Roberta Colotti, CMC, City Clerk MEETING DATE: July 8, 2024 TOPIC: Resolution No. 24-95 thru 24-97 Regarding Petitions VOTE REQUIRED: Simple Majority ______________________________________________________________________________ INTRODUCTION The City received three petitions on July 1, 2024. One is for an ordinance amendment and two are for Charter amendments. BACKGROUND The three petitions must be reviewed by the City Council for technical sufficiency and legal validity. This evening the three petitions are being submitted for technical sufficiency approval by the City Council. The City Attorney is reviewing the petitions for legal validity, this report will be submitted to the City Council at a future meeting date. The petitions for the two Charter Amendments were reviewed for technical sufficiency against Minnesota Statute 410.12 Amendments, Subd. 2. Petitions, and were found to meet the requirements for all requirements including formatting and number of signatures. The number of required signatures is five percent (5%) of the total votes cast at the last previous state general election in the city. The petition related to the Ordinance Amendment was reviewed for technical sufficiency against City Charter, Chapter 5. Initiative, Referendum and Recall, Section 5.03. Determination of Sufficiency, which requires at least five percent (5%) of registered voters at the time of the last regular municipal election. The petition was found to meet the sufficiency requirements including the formatting and required number of signatures. Only the two Charter Amendments are presented to the Charter Commission for their receipt and forwarding to the City Council. This is scheduled for the Charter Commission meeting on July 8, 2024, scheduled to take place prior to the Council meeting. RECOMMENDATION Based on the successful review for technical sufficiency of the three petitions, it is recommended that the City Council adopt the following resolutions certifying the technical sufficiency of the petitions. 2 A. Consider Resolution No. 24-95, Regarding Technical Sufficiency of a Petition Under City Charter, Chapter 5. Initiative, Referendum and Recall, Section 5.03. Determination of Sufficiency, for an Ordinance Requiring Developers to Provide Documentation of Proven Experience, Financial Health, Licensing, Criminal Background, and Reputation Subject to Approval B. Consider Resolution No. 24-96, Regarding Technical Sufficiency of a Petition Under Minnesota State Statute 410.12 for a Charter Amendment, Adding a New Section 1.04 to Charter Chapter I, “Segregation Prohibited” C. Consider Resolution No. 24-97, Regarding Technical Sufficiency of a Petition Under Minnesota State Statute 410.12 for a Charter Amendment, Adding a New Section 12.15 to Charter Chapter XII, “Limitation of Pace of Residential Development” ATTACHMENTS Petition Descriptions Resolution No. 24-95 Resolution No. 24-96 Resolution No. 24-97 CITY OF LINO LAKES RESOLUTION NO. 24-95 REGARDING TECHNICAL SUFFICIENCY OF A PETITION UNDER CITY CHARTER, CHAPTER 5. INITIATIVE, REFERENDUM AND RECALL, SECTION 5.03. DETERMINATION OF SUFFICIENCY, FOR AN ORDINANCE REQUIRING DEVELOPERS TO PROVIDE DOCUMENTATION OF PROVEN EXPERIENCE, FINANCIAL HEALTH, LICENSING, CRIMINAL BACKGROUND, AND REPUTATION SUBJECT TO APPROVAL WHEREAS, the City of Lino Lakes is in receipt of a petition requesting an ordinance amendment; and, WHEREAS, the City is required to review the petition for technical sufficiency against City Charter, Chapter 5. Initiative, Referendum and Recall, Section 5.03. Determination of Sufficiency, which sets forth the format required of the petition and the number of signatures; and WHEREAS, the number of signatures required is at least five percent (5%) of registered voters at the time of the last regular municipal election; and WHEREAS, the number of required signatures exceeded the 5% required and the format of the petition was determined to be sufficient upon review. NOW, THEREFORE, BE IT RESOLVED by the City Council of Lino Lakes, Minnesota that the petition for an Ordinance Requiring Developers to Provide Documentation of Proven Experience, Financial Health, Licensing, Criminal Background, and Reputation Subject to Approval is hereby determined to be technically sufficient. BE IT FURTHER RESOLVED that the City Attorney is directed to prepare a review of the legal validity of the proposed ordinance for future consideration by the City Council. Adopted by the City Council of the City of Lino Lakes this 8th day of July, 2024. ___________________________ Rob Rafferty, Mayor ATTEST: ___________________________ Roberta Colotti, CMC, City Clerk CITY OF LINO LAKES RESOLUTION NO. 24-96 REGARDING TECHNICAL SUFFICIENCY OF A PETITION UNDER MINNESOTA STATE STATUTE 410.12 FOR A CHARTER AMENDMENT, ADDING A NEW SECTION 1.04 TO CHARTER CHAPTER I, “SEGREGATION PROHIBITED” WHEREAS, the City of Lino Lakes is in receipt of a petition requesting Charter amendment; and WHEREAS, the City is required to review the petition for technical sufficiency against Minnesota State Statute 410.12, Subd. 2. Petitions, which sets forth the format required of the petition and the number of signatures; and WHEREAS, the number of signatures required is at least five percent (5%) of the total votes cast at the last previous state general election in the city; and WHEREAS, the number of required signatures exceeded the 5% required and the format of the petition was determined to be sufficient upon review. NOW, THEREFORE, BE IT RESOLVED by the City Council of Lino Lakes, Minnesota that the petition for a Charter Amendment, Adding a New Section 1.04 to Charter Chapter I, “Segregation Prohibited”, is hereby determined to be technically sufficient. BE IT FURTHER RESOLVED that the City Attorney is directed to prepare a review of the legal validity of the proposed Charter Amendment for future consideration by the City Council. Adopted by the City Council of the City of Lino Lakes this 8th day of July, 2024. ___________________________ Rob Rafferty, Mayor ATTEST: ___________________________ Roberta Colotti, CMC, City Clerk CITY OF LINO LAKES RESOLUTION NO. 24-97 REGARDING TECHNICAL SUFFICIENCY OF A PETITION UNDER MINNESOTA STATE STATUTE 410.12 FOR A CHARTER AMENDMENT, ADDING A NEW SECTION 12.15 TO CHARTER CHAPTER XII, “LIMITATION OF PACE OF RESIDENTIAL DEVELOPMENT” WHEREAS, the City of Lino Lakes is in receipt of a petition requesting Charter amendment; and WHEREAS, the City is required to review the petition for technical sufficiency against Minnesota State Statute 410.12, Subd. 2. Petitions, which sets forth the format required of the petition and the number of signatures; and WHEREAS, the number of signatures required is at least five percent (5%) of the total votes cast at the last previous state general election in the city; and WHEREAS, the number of required signatures exceeded the 5% required and the format of the petition was determined to be sufficient upon review. NOW, THEREFORE, BE IT RESOLVED by the City Council of Lino Lakes, Minnesota that the petition for a Charter Amendment, Adding a New Section 12.15 to Charter Chapter XII, “Limitation of Pace of Residential Development” is hereby determined to be technically sufficient. BE IT FURTHER RESOLVED that the City Attorney is directed to prepare a review of the legal validity of the proposed Charter Amendment for future consideration by the City Council. Adopted by the City Council of the City of Lino Lakes this 8th day of July, 2024. ___________________________ Rob Rafferty, Mayor ATTEST: ___________________________ Roberta Colotti, CMC, City Clerk 1 CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 6A STAFF ORIGINATOR: Michael Grochala, Community Development Director MEETING DATE: July 8, 2024 TOPIC: Consider 2nd Reading of Ordinance No. 11-24 Adopting an Interim Ordinance Creating a Moratorium on the Creation of New Lots for Residential Purposes VOTE REQUIRED: Simple Majority ______________________________________________________________________________ INTRODUCTION Staff is requesting City Council consideration of an interim ordinance creating a moratorium on the subdivision of land for residential uses covering approximately 980 acres in the northwest quadrant of the City to complete a master plan for the area. BACKGROUND The northwest quadrant of the City, located along Main Street and generally referred to as “the Sod Farms”, has received significant development interest over the past two years. Two development interests have recently presented or submitted concepts for discussion with the City. The City’s 2040 Comprehensive Plan identifies Main Street, at Sunset, as a key “Gateway” into the City. The plan also recommends that a master plan be completed for the Main Street Corridor from 4th Avenue to Sunset Avenue. No master plan has been completed to date. In response to the development interest and concerns over the City’s water supply system, the City Council has discussed the need to further study the corridor in preparation for development and complete a master plan for the area. This would include approximately 980 acres bounded by Sunset Avenue on the west, 4th Avenue on the east, Pine Street to the north and Century Trail/Carl Street on the south. A moratorium on residential development has been proposed to allow time for completion of the study. 2 Moratorium Minnesota Statutes 462.355, Subd. 4 allows municipalities to implement a moratorium, while it conducts studies, to protect the planning process and the health, safety and welfare of its citizens. The proposed moratorium would prohibit the creation of new lots for residential purposes for a period of one year. Land use applications for a minor subdivision would be exempt. During this time the City would not accept or continue to process any land use applications which propose the creation of new residential lots. The moratorium would last for one year from the effective date of the ordinance. Planning & Zoning Board The Planning & Zoning Board held a public hearing and considered the proposed interim ordinance at their June 17, 2024, meeting. The board unanimously approved a recommendation to proceed with the interim ordinance to complete a master plan and prepare and Alternative Urban Areawide Review (AUAR). Prior City Council Action The City Council approved the 1st Reading of Ordinance No. 11-24 on June 24, 2024. RECOMMENDATION Staff is recommending approval of Ordinance No. 11-24. ATTACHMENTS 1. Ordinance No. 11-24 1 1st Reading: Publication: 2nd Reading: Effective: CITY OF LINO LAKES ORDINANCE NO. 11-24 INTERIM ORDINANCE CREATING A MORATORIUM ON THE CREATION OF NEW LOTS FOR RESIDENTIAL PURPOSES IN A CERTAIN PART OF THE CITY OF LINO LAKES The City Council of Lino Lakes ordains: Section 1. Purpose and Intent. The purpose and intent of this Ordinance is to exercise the City’s authority under Minnesota Statutes 462.355, Subd. 4 by the creation of an interim ordinance which has the effect of creating a moratorium on the subdivision of lands for residential uses in that part of the City of Lino Lakes described and depicted in the attached Exhibit A. Section 2. Preliminary Findings: The City Council hereby makes the following preliminary findings to serve as the basis for the necessary study to be made during the moratorium, which serve as the reasons why it is in the public interest for the City to declare a moratorium by virtue of this Ordinance: 1) Main Street at Sunset Avenue (CR 53) is identified as a “gateway” in the City’s 2040 Comprehensive Plan. 2) The City’s 2040 Comprehensive Plan recommends the preparation of a Master Plan for the Main Street corridor between 4th Avenue and Sunset Avenue (CR 53). No such plan presently exists. 3) The City has been presented with two development proposals within the Exhibit A area that total 400 acres with approximately 900 new lots for residential use. 4) A moratorium will provide the City with time to study and work towards preparation of a Master Plan for the Exhibit A area that will address land uses, transportation, environmental resources preservation, parks, surface waters, and utility issues. A moratorium also presents the possibility of conducting an Alternative Urban Areawide Review (AUAR) environment study for the area. Section 3. Moratorium: Until the Planning & Zoning Board and City Council complete studies related to the aforementioned findings, the City shall not accept or continue to process any land use applications for land use proposals which propose in 2 whole or in part, the creation of new lots for residential purposes. Notwithstanding the moratorium imposed herein, a land use application for a minor subdivision in compliance with City Code Section 1001.075 thru 1001.081 may be processed. The study period will last no longer than one (1) year from the effective date of this Ordinance, unless further extended by the City in accordance with Minnesota Statutes 462.355, Subd. 4. Section 4. Effective Date: This Ordinance is effective upon publication of the Ordinance in accordance with the City Charter. Adopted by the Lino Lakes City Council this 8th day of July, 2024. ____________________________ Rob Rafferty, Mayor ATTEST: ________________________ Roberta Colotti, City Clerk EXHIBIT A 1 CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 6B STAFF ORIGINATOR: Diane Hankee, City Engineer MEETING DATE: July 8, 2024 TOPIC: Public Hearing: 2024 / 2025 Street Reconstruction and Municipal Sewer and Water Extension Project, Colonial Woods VOTE REQUIRED: None ______________________________________________________________________________ INTRODUCTION The City Council is holding the Public Hearing on Improvements for the 2024 / 2025 Street Reconstruction and Municipal Sewer and Water Extension Project for Colonial Woods. Background On June 10, 2024 the City Council accepted the Feasibility Report and called the Public Hearing for the 2024 / 2025 Street Reconstruction and Municipal Sewer and Water Extension Project for Colonial Woods. The Feasibility Report includes the scope of proposed improvements, a unit price cost estimate, a preliminary assessment roll, and assessment analysis. Staff will present the proposed 2024 / 2025 Street Reconstruction and Municipal Sewer and Water Extension Project for Colonial Woods. Council will then open the Public Hearing on Improvements and receive comments from the public. After the Public Hearing there is a 60 day period where the Council may take no action on the project. The 60 day period ends on September 6, 2024. RECOMMENDATION Open the Public Hearing on Improvements for the 2024 / 2025 Street Reconstruction and Municipal Sewer and Water Extension Project for Colonial Woods. ATTACHMENTS 1. Feasibility Report for Colonial Woods 1 7 8 E 9 T H S T R E E T | S U I T E 2 0 0 | S A I N T P A U L , M N | 5 5 1 0 1 | 6 5 1 . 2 8 6 . 8 4 5 0 | W S B E N G . C O M FEASIBILITY REPORT 2024 / 2025 STREET RECONSTRUCTION AN D MUNCIPAL SEWER AND WATER EXTENSION PROJECT COLONIAL WOODS CITY OF LINO LAKES | ANOKA COUNTY | MINNESOTA June 10, 2024 Pr epared for: City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014 WSB PROJECT NO. 023620-000 DRAFT 7 0 1 X E N I A A V E N U E S | S U I T E 3 0 0 | M I N N E A P O L I S , M N | 5 5 4 1 6 | 7 6 3 . 5 4 1 . 4 8 0 0 | W S B E N G . C O M June 10, 2024 Honorable Mayor and City Council City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014 Re: 2024 / 2025 Street Reconstruction and Municipal Sewer and Water Extension Project Colonial Woods Feasibility Report City of Lino Lakes, MN WSB Project No. 023620-000 Dear Honorable Mayor and City Council Members: The City of Lino Lakes is evaluating the extension of municipal sewer and water to the Colonial Woods neighborhood which is located off 62nd Street and Red Maple Lane. Transmitted herewith for your review is the Feasibility Study. Please feel free to contact me with any questions at 651-982-2430 or dhankee@linolakes.us. Sincerely, WSB Diane Hankee, PE City Engineer Attachments cc: Veronica Kubicek, WSB kkp DRAFT AMELIA LAKE BALDWIN LAKE WARDS LAKE SHERMAN LAKERESHANAU LAKE RICE LAKE CENTERVILLE LAKE MARSHAN LAKE GEORGE WATCH LAKE PELTIER LAKE RONDEAU LAKE CEDAR LAKE WILKINSON LAKE RICE CREEK MARSH %&d( RICE CREEK CHAIN OF LAKES PARK RESERVE RICE CREEK CHAIN OF LAKES PARK RESERVE County Hwy 14 Co u n t y H w y 2 3 Co u n t y H w y 2 1 County Hwy 34 %&d( GnWX GwWX GwWX GnWX GkWX G¦WX G¦WX G»WX GuWX G¤WX G`WX Ci t y o f B l a i n e City of Circle Pines City of Centerville City of Shoreview City of North OaksWhite Bear Township City of Columbus Do c u m e n t P a t h : K : \ 0 2 3 6 2 0 - 0 0 0 \ G I S \ M a p s \ P i n e H a v e n U t i l i t i e s \ F i g u re X _ P r o j e c t L o c a t i o n M a p _ 8 x 1 1 D a t e S a v e d : 5 / 2 8 / 2 0 2 4 ¯1 inch = 3,500 feet 0 3,500 FeetCity of Lino Lakes, Minnesota Project Location Map Reconstruction Lakes Parks Parcel Boundaries City Boundary & Colonial Woods Neighborhood DRAF T "" "" " "" " " " " "" " " " "" " "" "" """"" " " " " " " " " " " " ! ! !!! ! ! # # # ## # ## # ## # # ## # # # !(!( !( !(!( !( !( !(!( !( !( !(!( !(!( !( !( !( !(!( G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 !< !< !<!< !< !< !< !< !< !< !<!< !< !< !< !< !< !< !< !< !< !< !< !< !< !< !<!< !< !< !< !< # # # ### # ####### # ## # # # # # # ### # # # # # # # # ### # # #                   # # # # # # # # # # # # # # # #                G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5                   ! !! ! ! ! !! ! ! ! ! ! ! ! 5    5 55 5 5  5    5   5       5  5 5    5  5 5   5 55 5  5     55 5555 5  5555  55   55     5 5 5    55 55 5  5  5   5   5 55 5 5 5 5   55   55  5HG )R[ 5 G 6 K D G R Z / D N H ' U L Y H : ) R [ & L U F O H ' H H UZRRG/ D Q H)R["5RDG QG"6W"1 5HG 0D S O H /DQH Do c u m e n t P a t h : K : \ 0 2 1 6 8 2 - 0 0 0 \ A d m i n \ D o c s \ S t a r t _ 2 0 2 4 _ S U I P \ L i n o L a ke P r o p o s a l \ C o l o n i a l W o o d s - U t i l i t i e s D a t e S a v e d : 1 1 / 7 / 2 0 2 3 ¯0 200 Feet Colonial Woods Neighborhood 62nd St & Red Maple Ln, Lino Lakes, MN Proposed Sanitary and Water Main Extension Proposed Sanitary Sewer !Manholes Gravity Mains (8" PVC) Services (4" PVC) Proposed Water G!5 Hydrants Water Mains (DIP) Services (1" Copper) Proposed Storm Sewer "Catch Basin Gravity Mains Exsisting Sanitary Sewer !Manholes 9¡Lift Station Gravity Mains Septic Systems Exsisting Water !<Wells G!5 Hydrants !(Gate Valves Water Mains Exsisting Storm Sewer #Outlets !Manholes "Catchbasin Gravity Mains Street Trail Street Reconstruct Newtwo potential locations K:\023620-000\GIS\Maps 10' Stub Past Road Edge 20' Stub 200.00 ft DRAF T !(!( !( !(!( !( !( !(!( !( !( !(!( !(!( !( !( !( !(!( G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 !< !< !<!< !< !< !< !< !< !< !<!< !< !< !< !< !< !< !< !< !< !< !<!< !< !< !<!< !< !< !< !< # # # ### # ####### # ## # # # # # # ### # # # # # # # # ### # # #                    "" "" " "" " " " " "" " " " "" " "" "" """ "" " " " " " " " " " " " ! ! !!! ! ! # # # ## # ## # ## # # ## # # # G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 G!5 # # # # # #### ##### # # # # # # # # # # ##              # # # # # # # # # # # # # # # #                5    5 55 5 5  5    5   5       5  5 5    5  5 5   5 55 5  5     55 5555 5  5555  55   55     5 5 5    55 55 5  5  5   5   5 55 5 5 5 5   55   55   5HG )R[ 5 G:K L W H 2Z O 'U L Y H 6 K D G R Z / D N H ' U L Y H : ) R [ & L U F O H 'HHUZRRG /DQH)R["5RDG QG"6W"1 5H G 0D S OH / DQH Do c u m e n t P a t h : K : \ 0 2 1 6 8 2 - 0 0 0 \ A d m i n \ D o c s \ S t a r t _ 2 0 2 4 _ S U I P \ L i n o L a ke P r o p o s a l \ C o l o n i a l W o o d s - S t o r m U t i l i t i e s D a t e S a v e d : 1 1 / 1 3 / 2 0 2 3 ¯0 200 Feet Colonial Woods Neighborhood 62nd St & Red Maple Ln, Lino Lakes, MN Proposed Storm Main Extension Proposed Storm Sewer Catch Basin Gravity Mains BMP Grading Proposed Sanitary Sewer !Manholes Gravity Mains (8" PVC) Services (4" PVC) Proposed Water G!5 Hydrants Water Mains (DIP) Services (1" Copper) Exsisting Storm Sewer #Outlets !Manholes "Catchbasin Gravity Mains Exsisting Sanitary Sewer !Manholes 9¡Lift Station Gravity Mains Septic Systems Exsisting Water !<Wells G!5 Hydrants !(Gate Valves Water Mains Street Trail Street Reconstruct New K:\023620-000\GIS\Maps 200.00 ft Proposed Storm Sewer and Pond Location DRAF T 1 1/2" WEAR COURSE2" NON-WEAR COURSE8" AGGREGATE BASE CLASS 5SELECT GRANULAR BORROW DEPTH TO BE DETERMINED (BASED ON SOIL BORINGS)24" APPROVED SUBGRADE (SEE GEN-1) WSB PROJECT NO.: K: \ 0 2 3 6 2 0 - 0 0 0 \ C a d \ E x h i b i t s \ T Y P I C A L S E C T I O N . d w g 11 / 9 / 2 0 2 3 8 : 3 9 : 2 7 A M 023620-000 2024 STREET RECONSTRUCTION PROJECT TYPICAL SECTION CITY OF LINO LAKES EXHIBIT NUMBER NOVEMBER 2023 14'14' 30' R/W 30' R/W SURMOUNTABLE CURB & GUTTER SURMOUNTABLE CURB & GUTTER 3" APPENDIX A COLONIAL WOODS NEIGHBORHOOD CITY OF LINO LAKES Design By:EKM Checked By:VCK WSB Project:2024 STREET IMPROVEMENT PROJECT Date:5/31/2024 Project Location:LINO LAKES, MN WSB Project No:023620-000 Item No. MnDOT Specification No. Description Unit Estimated Total Quantity Estimated Unit Price Estimated Total Cost ESTIMATED QUANTITY ESTIMATED COST ESTIMATED QUANTITY ESTIMATED COST ESTIMATED QUANTITY ESTIMATED COST 1 2021.501 MOBILIZATION LS 1 93,097.00$ 93,097.00$ 1.0 93,097.00$ -$ -$ 2 2101.501 CLEARING & GRUBBING LS 1 25,000.00$ 25,000.00$ 1.0 25,000.00$ -$ -$ 3 2104.502 REMOVE SIGN EACH 3 150.00$ 450.00$ 3.0 450.00$ -$ -$ 4 2104.502 REMOVE MAIL BOX SUPPORT EACH 29 100.00$ 2,900.00$ 29.0 2,900.00$ -$ -$ 5 2104.503 SAWING CONCRETE PAVEMENT (FULL DEPTH)L F 200 10.00$ 2,000.00$ 200.0 2,000.00$ -$ -$ 6 2104.503 SAWING BIT PAVEMENT (FULL DEPTH)L F 1000 8.00$ 8,000.00$ 1000.0 8,000.00$ -$ -$ 7 2104.503 REMOVE CURB & GUTTER L F 20 12.00$ 240.00$ 20.0 240.00$ -$ -$ 8 2104.503 SALVAGE FENCE L F 200 150.00$ 30,000.00$ 200.0 30,000.00$ -$ -$ 9 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT S Y 180 11.00$ 1,980.00$ 180.0 1,980.00$ -$ -$ 10 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y 1070 9.00$ 9,630.00$ 1070.0 9,630.00$ -$ -$ 11 2104.504 REMOVE BITUMINOUS PAVEMENT S Y 10460 9.00$ 94,140.00$ 10460.0 94,140.00$ -$ -$ 12 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LS 1 5,000.00$ 5,000.00$ 1.0 5,000.00$ -$ -$ 13 2105.504 GEOTEXTILE FABRIC TYPE 5 S Y 12920 3.00$ 38,760.00$ 12920.0 38,760.00$ -$ -$ 14 2105.601 DEWATERING LS 1 10,000.00$ 10,000.00$ 1.0 10,000.00$ -$ -$ 15 2105.601 SITE GRADING LS 1 7,500.00$ 7,500.00$ 1.0 7,500.00$ -$ -$ 16 2106.507 EXCAVATION - COMMON C Y 3590 15.00$ 53,850.00$ 3590.0 53,850.00$ -$ -$ 17 2106.507 EXCAVATION - SUBGRADE C Y 7180 24.00$ 172,320.00$ 7180.0 172,320.00$ -$ -$ 18 2106.507 EXCAVATION - CHANNEL AND POND C Y 2130 45.00$ 95,850.00$ 2130.0 95,850.00$ -$ -$ 19 2106.507 SELECT GRANULAR EMBANKMENT (CV)C Y 7180 24.00$ 172,320.00$ 7180.0 172,320.00$ -$ -$ 20 2106.507 COMMON EMBANKMENT (CV)C Y 360 22.00$ 7,920.00$ 360.0 7,920.00$ -$ -$ 21 2112.519 SUBGRADE PREPARATION RDST 30 250.00$ 7,500.00$ 30.0 7,500.00$ -$ -$ 22 2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR 25 150.00$ 3,750.00$ 25.0 3,750.00$ -$ -$ 23 2130.523 WATER MGAL 50 100.00$ 5,000.00$ 50.0 5,000.00$ -$ -$ 24 2123.61 UTILITY CREW HOUR 10 750.00$ 7,500.00$ 10.0 7,500.00$ -$ -$ 25 2211.507 AGGREGATE BASE (CV) CLASS 5 C Y 3250 32.00$ 104,000.00$ 3250.0 104,000.00$ -$ -$ 26 2331.603 JOINT ADHESIVE L F 6460 1.00$ 6,460.00$ 6460.0 6,460.00$ -$ -$ 27 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL 500 3.50$ 1,750.00$ 500.0 1,750.00$ -$ -$ 28 2360.504 TYPE SP 9.5 WEAR CRS MIX(2,C)3.0" THICK S Y 1070 37.00$ 39,590.00$ 1070.0 39,590.00$ -$ -$ 29 2360.509 TYPE SP 9.5 WEARING COURSE MIX (2,C)TON 890 82.00$ 72,980.00$ 890.0 72,980.00$ -$ -$ 30 2360.509 TYPE SP 12.5 NON WEAR COURSE MIX (2,C)TON 1740 85.00$ 147,900.00$ 1740.0 147,900.00$ -$ -$ 31 2501.502 24" RC PIPE APRON EACH 2 2,100.00$ 4,200.00$ 2.0 4,200.00$ -$ -$ 32 2503.503 15" RC PIPE SEWER DES 3006 CL V L F 810 75.00$ 60,750.00$ 810.0 60,750.00$ -$ -$ 33 2503.503 18" RC PIPE SEWER DES 3006 CL V L F 930 88.00$ 81,840.00$ 930.0 81,840.00$ -$ -$ 34 2503.503 21" RC PIPE SEWER DES 3006 CL III L F 590 92.00$ 54,280.00$ 590.0 54,280.00$ -$ -$ 35 2503.503 24" RC PIPE SEWER DES 3006 CL III L F 230 100.00$ 23,000.00$ 230.0 23,000.00$ -$ -$ 36 2504.602 IRRIGATION SYSTEM REPAIR EACH 10 500.00$ 5,000.00$ 10.0 5,000.00$ -$ -$ 37 2505.601 UTILITY COORDINATION LS 1 2,500.00$ 2,500.00$ 1.0 2,500.00$ -$ -$ 38 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL EACH 12 2,100.00$ 25,200.00$ 12.0 25,200.00$ -$ -$ 39 2506.502 CONST DRAINAGE STRUCTURE DES 48-4020 EACH 9 2,100.00$ 18,900.00$ 9.0 18,900.00$ -$ -$ 40 2506.502 CONST DRAINAGE STRUCTURE DES 60-4020 EACH 4 2,500.00$ 10,000.00$ 4.0 10,000.00$ -$ -$ 41 2511.507 RANDOM RIPRAP CLASS III C Y 50 80.00$ 4,000.00$ 50.0 4,000.00$ -$ -$ 42 2531.503 CONCRETE CURB & GUTTER DESIGN B618 L F 6460 28.00$ 180,880.00$ 6460.0 180,880.00$ -$ -$ 43 2531.504 6" CONCRETE DRIVEWAY PAVEMENT S Y 180 90.00$ 16,200.00$ 180.0 16,200.00$ -$ -$ 44 2540.602 MAIL BOX EACH 29 100.00$ 2,900.00$ 29.0 2,900.00$ -$ -$ 45 2540.602 MAIL BOX SUPPORT EACH 29 150.00$ 4,350.00$ 29.0 4,350.00$ -$ -$ 46 2540.602 TEMPORARY MAIL BOX EACH 29 150.00$ 4,350.00$ 29.0 4,350.00$ -$ -$ 47 2557.602 REPAIR DOG FENCE EACH 10 500.00$ 5,000.00$ 10.0 5,000.00$ -$ -$ 48 2557.603 INSTALL FENCE L F 200 150.00$ 30,000.00$ 200.0 30,000.00$ -$ -$ 49 2563.601 TRAFFIC CONTROL LS 1 12,000.00$ 12,000.00$ 1.0 12,000.00$ -$ -$ 50 2564.602 INSTALL SIGN EACH 3 150.00$ 450.00$ 3.0 450.00$ -$ -$ 51 2573.501 STABILIZED CONSTRUCTION EXIT LS 1 1,500.00$ 1,500.00$ 1.0 1,500.00$ -$ -$ 52 2573.502 STORM DRAIN INLET PROTECTION EACH 2 150.00$ 300.00$ 2.0 300.00$ -$ -$ 53 2573.503 SILT FENCE, TYPE MS L F 1620 4.00$ 6,480.00$ 1620.0 6,480.00$ -$ -$ 54 2573.503 SEDIMENT CONTROL LOG TYPE WOOD FIBER L F 1620 3.00$ 4,860.00$ 1620.0 4,860.00$ -$ -$ 55 2574.507 COMMON TOPSOIL BORROW C Y 960 38.00$ 36,480.00$ 960.0 36,480.00$ -$ -$ 56 2574.508 FERTILZIER TYPE 3 L B 240 4.00$ 960.00$ 240.0 960.00$ -$ -$ 57 2574.508 FERTILZIER TYPE 4 L B 270 4.00$ 1,080.00$ 270.0 1,080.00$ -$ -$ 58 2575.504 SODDING TYPE LAWN S Y 5740 10.00$ 57,400.00$ 5740.0 57,400.00$ -$ -$ 59 2575.504 ROLLED EROSION PREVENTION CATEGORY 25 S Y 10890 3.00$ 32,670.00$ 10890.0 32,670.00$ -$ -$ 60 2575.505 SEEDING ACRE 2 2,000.00$ 4,400.00$ 2.2 4,400.00$ -$ -$ 61 2575.508 SEED MIXTURE 33-261 L B 80 25.00$ 2,000.00$ 80.0 2,000.00$ -$ -$ 62 2575.508 HYDRAULIC MULCH MATRIX L B 5620 6.00$ 33,720.00$ 5620.0 33,720.00$ -$ -$ CONSTRUCTION TOTAL 1,955,037.00$ 1,955,037.00$ -$ -$ CONTINGENCY TOTAL (10%)195,504.00$ 195,504.00$ -$ -$ SUBTOTAL 2,150,541.00$ 2,150,541.00$ -$ -$ INDIRECT COST TOTAL (20%)430,108.00$ 430,108.00$ -$ -$ TOTAL SURFACE COST 2,580,649.00$ 2,580,649.00$ -$ -$ PAVEMENT MANAGEMENT FUND TRUNK SEWER FUNDTRUNK WATER FUND FUNDING SOURCE FUNDING SOURCE FUNDING SOURCE OPINION OF PROBABLE COST A. SURFACE IMPROVEMENTS Item No. MnDOT Specification No. Description Unit Estimated Total Quantity Estimated Unit Price Estimated Total Cost ESTIMATED QUANTITY ESTIMATED COST ESTIMATED QUANTITY ESTIMATED COST ESTIMATED QUANTITY ESTIMATED COST 59 2123.610 UTILITY CREW HOUR 20 750.00$ 15,000.00$ -$ 20.0 15,000.00$ -$ 60 2504.602 CONNECT TO EXISTING WATER MAIN EACH 2 2,500.00$ 5,000.00$ -$ 2.0 5,000.00$ -$ 61 2504.602 HYDRANT ASSEMBLEY EACH 9 10,000.00$ 90,000.00$ 7.0 70,000.00$ 2.0 20,000.00$ -$ 62 2504.602 1" CORPORATION STOP EACH 29 250.00$ 7,250.00$ 29.0 7,250.00$ -$ -$ 63 2504.602 8" GATE VALVE & BOX EACH 4 2,250.00$ 9,000.00$ 4.0 9,000.00$ -$ -$ 64 2504.602 12" GATE VALVE & BOX**EACH 1 5,750.00$ 5,750.00$ -$ 1.0 5,750.00$ -$ 65 2504.602 1" CURB STOP & BOX EACH 29 360.00$ 10,440.00$ 29.0 10,440.00$ -$ -$ 66 2504.603 1" TYPE K COPPER PIPE L F 870 50.00$ 43,500.00$ 870.0 43,500.00$ -$ -$ 67 2504.603 8" WATERMAIN DUCTILE IRON CL 52 L F 3610 95.00$ 342,950.00$ 3210.0 304,950.00$ 400.0 38,000.00$ -$ 68 2504.603 12" WATERMAIN DUCTILE IRON CL 52**L F 320 50.00$ 16,000.00$ -$ 320.0 16,000.00$ -$ 69 2504.603 ANODE BAGS EACH 9 120.00$ 1,080.00$ 7.0 840.00$ 2.0 240.00$ -$ 70 2504.604 4" POLYSTYRENE INSULATION S Y 30 50.00$ 1,500.00$ 20.0 1,000.00$ 10.0 500.00$ -$ 71 2504.608 DUCTILE IRON FITTINGS LB 720 20.00$ 14,400.00$ 590.0 11,800.00$ 130.0 2,600.00$ -$ CONSTRUCTION TOTAL 561,870.00$ 458,780.00$ 103,090.00$ -$ CONTINGENCY TOTAL (10%)56,187.00$ 45,878.00$ 10,309.00$ -$ SUBTOTAL 618,057.00$ 504,658.00$ 113,399.00$ -$ INDIRECT COST TOTAL (20%)123,600.00$ 100,932.00$ 22,680.00$ -$ TOTAL WATERMAIN COST 741,657.00$ 605,590.00$ 136,079.00$ -$ Item No. MnDOT Specification No. Description Unit Estimated Total Quantity Estimated Unit Price Estimated Total Cost ESTIMATED QUANTITY ESTIMATED COST ESTIMATED QUANTITY ESTIMATED COST ESTIMATED QUANTITY ESTIMATED COST 72 2106.601 DEWATERING LS 1 45,000.00$ 45,000.00$ 0.3 13,500.00$ -$ 0.7 31,500.00$ 73 2123.610 UTILITY CREW HOUR 20 850.00$ 17,000.00$ -$ -$ 20.0 17,000.00$ 74 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH 1 2,500.00$ 2,500.00$ -$ -$ 1.0 2,500.00$ 75 2503.602 CONNECT TO EXISTING MANHOLES (SAN)EACH 1 1,250.00$ 1,250.00$ -$ -$ 1.0 1,250.00$ 76 2503.602 8"X4" PVC WYE EACH 29 250.00$ 7,250.00$ 29.0 7,250.00$ -$ -$ 77 2503.603 8" PVC PIPE SEWER SDR 26 LF 3550 75.00$ 266,250.00$ 3250.0 243,750.00$ -$ 300.0 22,500.00$ 78 2503.603 4" PVC SANITARY SERVICE PIPE L F 870 55.00$ 47,850.00$ 870.0 47,850.00$ -$ -$ 79 2506.602 CHIMNEY SEAL EACH 19 275.00$ 5,225.00$ 18.0 4,950.00$ -$ 1.0 275.00$ 80 2506.502 CASTING ASSEMBLY (SANITARY SEWER)EACH 19 850.00$ 16,150.00$ 18.0 15,300.00$ -$ 1.0 850.00$ 81 2506.603 CONSTRUCT 48" DIA SANITARY MANHOLE L F 290 425.00$ 123,250.00$ 270.0 114,750.00$ -$ 20.0 8,500.00$ CONSTRUCTION TOTAL 531,725.00$ 447,350.00$ -$ 84,375.00$ CONTINGENCY TOTAL (10%)53,173.00$ 44,735.00$ -$ 8,438.00$ SUBTOTAL 584,898.00$ 492,085.00$ -$ 92,813.00$ INDIRECT COST TOTAL (20%)117,005.00$ 98,417.00$ -$ 18,563.00$ TOTAL SANITARY SEWER COST 701,903.00$ 590,502.00$ -$ 111,376.00$ COLONIAL WOODS PROJECT TOTAL COST 4,024,209.00$ FUNDING SOURCE FUNDING SOURCE FUNDING SOURCE PROPERTY OWNER CONTRIBUTION TRUNK WATER FUND TRUNK SEWER FUND PROPERTY OWNER CONTRIBUTION TRUNK WATER FUND TRUNK SEWER FUND FUNDING SOURCE FUNDING SOURCE FUNDING SOURCE B. SANITARY SEWER IMPROVEMENTS C. WATERMAIN IMPROVEMENTSDRAF 20 3 4 29 9 7 28 1 11 6 12 25 26 30 16 14 19 18 15 23 24 13 8 10 22 17 2 27 5 R e d F ox R d Wh i t e Ow l Dr i v e S h a d o w L a k e D ri v e W F o x C i r c l e Deerwo o dLan e Fox Road 62nd St N Red Maple L a n e Do c X m e n t 3 a t h  .  ? 0 2 1 6 8 2  0 0 0 ? A d m i n ? D o c s ? S t a r t B 2 0 2 4 B S 8 , 3 ? L i n o L a ke 3 r o p o s a l ? C o l o n i a l W o o d s  A s s e s s m e n t M a p D a t e S a v e d  1 1  1 3  2 0 2 3 k 1 inch 200 Ieet 0 200 FeetColonial Woods NeiJhEorhood 81st St DanXEe St (lEe St Lino Lakes MN Assessment Map Assessment Parcels Preliminary Assessment Map DRAF T WSB Project:2024 / 2025 STREET RECONSTRUCTION AND MUNICIPAL SEWER AND WATER EXTENSION PROJECT (COLONIAL WOODS) Project Location:City of Lino Lakes WSB Project No.:023620-000 Date:6/10/2024 $18,000.00 MapID PIN OWNER ASSESSMENT 1 323122140013 707 62ND ST LINO LAKES MN 55014 MUNSON DOUGLAS C & GALE A $18,000.00 2 323122140012 6205 RED MAPLE LN LINO LAKES MN 55014 FANUM MICHAEL J & JULIANNE $18,000.00 3 323122140014 6225 RED MAPLE LN LINO LAKES MN 55014 ENGST STEPHEN T & KAREN A $18,000.00 4 323122140015 6233 RED MAPLE LN LINO LAKES MN 55014 KORKOWSKI KENNETH J & G E $18,000.00 5 323122140016 6241 RED MAPLE LN LINO LAKES MN 55014 DICK TERRANCE J $18,000.00 6 323122140017 6249 RED MAPLE LN LINO LAKES MN 55014 LANGANKI TRUSTEE, CYNTHIA $18,000.00 7 323122140018 6255 RED MAPLE LN LINO LAKES MN 55014 CASURA, WAYNE A $18,000.00 8 323122140019 6263 RED MAPLE LN LINO LAKES MN 55014 BORDSEN JAMES D & KELLY L $18,000.00 9 323122140020 6273 RED MAPLE LN LINO LAKES MN 55014 MILLER, CARA DEANNE $18,000.00 10 323122140011 6283 RED MAPLE LN LINO LAKES MN 55014 SLATTEN, MONIKA E $18,000.00 11 323122140010 6291 RED MAPLE LN LINO LAKES MN 55014 O CONNOR MICHAEL E & LINDA J $18,000.00 12 323122140009 6299 RED MAPLE LN LINO LAKES MN 55014 KENNY JOHN P & DAWN M $18,000.00 13 323122140008 6307 RED MAPLE LN LINO LAKES MN 55014 SAGER, CHELSEA R $18,000.00 14 323122140007 6317 RED MAPLE LN LINO LAKES MN 55014 DROW THOMAS M & CHRISTINE J $18,000.00 15 323122140006 6323 RED MAPLE LN LINO LAKES MN 55014 DEDOMINES, ANNETTE M $18,000.00 16 323122140005 6331 RED MAPLE LN LINO LAKES MN 55014 O'NEILL, MAURA J $18,000.00 17 323122140004 6339 RED MAPLE LN LINO LAKES MN 55014 BUSHOR, STEPHEN R $18,000.00 18 323122140003 6347 RED MAPLE LN LINO LAKES MN 55014 KELLY JODI L & VANBERGEN BRIAN $18,000.00 19 323122140002 6216 RED MAPLE LN LINO LAKES MN 55014 KEMPLIN MARK STEVE $18,000.00 20 323122140001 6206 RED MAPLE LN LINO LAKES MN 55014 KELLER RICHARD A & REBECCA $18,000.00 22 323122140028 6354 RED MAPLE LN LINO LAKES MN 55014 ANDERSON JOSHUA J $18,000.00 23 323122140027 6242 RED MAPLE LN LINO LAKES MN 55014 JAVORSKI STANLEY & DOLORES $18,000.00 24 323122140026 6250 RED MAPLE LN LINO LAKES MN 55014 ENGSTROM, CAESARE $18,000.00 25 323122140025 6272 RED MAPLE LN LINO LAKES MN 55014 BARTHEL TRUSTEE, JOSEPH L $18,000.00 26 323122140024 6280 RED MAPLE LN LINO LAKES MN 55014 DEWITT DAVID F & KAREN E $18,000.00 27 323122140023 6292 RED MAPLE LN LINO LAKES MN 55014 MEIS, CARRIE A $18,000.00 28 323122140022 6310 RED MAPLE LN LINO LAKES MN 55014 OMAN JONATHAN $18,000.00 29 323122140021 6340 RED MAPLE LN LINO LAKES MN 55014 FERNSTROM GEORGE R & LYNN K $18,000.00 30 323122140029 6348 RED MAPLE LN LINO LAKES MN 55014 LECLAIRE, BRIANNA R $18,000.00 TOTAL:$522,000.00 Preliminary Assessment Roll PROPERTY ADDRESS INTENTIONALLY LEFT BLANK Residential per unit cost Municipal utility extension would be funded by assessments to the benefitting properties and trunk utility funds. The proposed assessment amount is $18,000 per unit/lot. The City has established connection fees to pay for the trunk facilities on each utility. The trunk utility connection fees would be due at the time of connection. The 2024 connection fees for watermain and sanitary sewer are $4,066 per unit/lot and $3,363 per unit/lot respectively, which combined are $7,429 per unit/lot. There would also be project specific additional trunk connection fees for watermain and sanitary sewer $7,908 per unit/lot respectively. A summary of the connection fees on a per unit basis: Sanitary Sewer and Water Connection Fees per unit/lot Trunk sanitary sewer and SAC $3,363 Trunk watermain and W AC $4,066 Additional Trunk Connection Fee $7,908 MCES SAC $2,485 Total $17,822 In addition to these costs, the individual property owners would need to hire a contractor to make the connection from the City’s Right of Way to the house. The estimated cost of construction for installing both the sanitary sewer and watermain is $10,000 per unit. The City consulted with an independent appraiser to develop the proposed assessments. As part of the analysis, the appraiser determined a typical well replacement to cost typically $15,000 - $25,000 and a typical septic system replacement $25,000 - $30,000. The average overall full replacement well and septic is expected to cost $40,000 - $60,000 per unit. ___________________________________________________________________________________________________ M I N N E S O T A IOWA W I S C O N S I N Design Phase Geotechnical Evaluation: Proposed Red Maple Lane Infrastructure Improvement Lino Lakes, Minnesota Prepared for: City of Lino Lakes c/o: Michael Grochala November 4, 2023 CVT Project: 22539.23.MNS Certification: I hereby certify that this report was prepared by me or under my direct supervision, and that I am a duly licensed engineer under the laws of the State of Minnesota. Colby T. Verdegan, PE Geotechnical Engineer Registration Number 18983 Date: November 4, 2023 Chosen Valley Testing, Inc. C V T Chosen Valley Testing, Inc. 245 Roselawn Avenue East, Suite #29, St. Paul, MN 55117 Phone: 1-651-756-7384 Fax: 1-651-888-6121 _________________________________________________________________________________________________________ M I N N E S O T A I O W A W I S C O N S I N City of Lino Lakes November 4, 2023 c/o: Michael Grochala 600 Town Center Parkway Lino Lakes, MN 55014 Email: Michael.Grochala@ci.lino-lakes.mn.us cc.WSB Veronica Abrams-Kubicek, PE VKubicek@wsbeng.com Re: Design Phase Geotechnical Evaluation Proposed Red Maple Lane Infrastructure Improvement Lino Lakes, Minnesota CVT Number: 22539.23.MNS Dear Mr. Grochala, As authorized, we have completed the geotechnical evaluation for the proposed infrastructure improvements of the subdivision in Lino Lakes, Minnesota. The attached report provides details of our findings and recommendations for the proposed project. CVT appreciates the opportunity to provide geotechnical services on this project. If you have any questions about our report, please feel free to contact us at (651) 756-7384. Sincerely, Chosen Valley Testing, Inc. Hannah Fischer Graduate Engineer Colby T. Verdegan, PE President/Chief Engineer ________________________________________________________________________________________________________ M I N N E S O T A IOWA W I S C O N S I N TABLE OF CONTENTS A. INTRODUCTION ................................................................................................................................................ 2 A.1. PURPOSE .............................................................................................................................................................. 2 A.2. SCOPE .................................................................................................................................................................. 2 A.3. BORING LOCATIONS AND ELEVATIONS ......................................................................................................................... 2 A.4. GEOLOGIC BACKGROUND ......................................................................................................................................... 2 B. SUBSURFACE DATA ........................................................................................................................................... 2 B.1. STRATA ................................................................................................................................................................. 3 B.2. PENETRATION TEST RESULTS ..................................................................................................................................... 3 B.3. GROUNDWATER DATA ............................................................................................................................................. 4 C. PROJECT DESIGN DATA ..................................................................................................................................... 4 D. UTILITY RECOMMENDATIONS........................................................................................................................... 4 D.1. GROUNDWATER/DE-WATERING ................................................................................................................................ 4 D.2. TRENCH SIDEWALLS ................................................................................................................................................ 5 D.3. TRENCH BOTTOM STABILITY...................................................................................................................................... 5 D.4. FILL PLACEMENT AND COMPACTION ........................................................................................................................... 5 E. PAVEMENT RECOMMENDATIONS ..................................................................................................................... 5 E.1. STRIPPING AND GRADING ......................................................................................................................................... 5 E.2. PRELIMINARY PAVEMENT DESIGN ............................................................................................................................... 6 F. CONSTRUCTION TESTING AND DOCUMENTATION ............................................................................................ 6 F.1. EXCAVATION .......................................................................................................................................................... 6 F.2. COMPACTION ......................................................................................................................................................... 6 F.3. COLD WEATHER ..................................................................................................................................................... 6 F.4. CONSTRUCTION PHASE TESTING AND DOCUMENTATION ................................................................................................. 6 G. LEVEL OF CARE .................................................................................................................................................. 7 APPENDIX .............................................................................................................................................................. 8 BORING LOCATION SKETCH LOG OF BORING # 1-4 LEGEND TO SOIL DESCRIPTION Lino Lakes Red Maple Lane November 4, 2023 Project #: 22538.23.MNT Page - 2 ________________________________________________________________________________________________________ M I N N E S O T A IOWA W I S C O N S I N Design Phase Geotechnical Report Red Maple Lane Infrastructure Improvements Lino Lakes, Minnesota CVT Project Number: 22539.23.MNS Date: November 4, 2023 A. Introduction The intent of this report is to present our findings and describe the means used to collect the data. The data was collected for a specific purpose and may not be suitable for other purposes. We should be consulted before attempting to use the data for other uses. A complete and thorough review of the entire document, including its assumptions and its appendices, should be undertaken immediately upon receipt. A.1. Purpose This geotechnical report was prepared to assist planning for proposed infrastructure improvements of the subdivision of Red Maple Lane in Lino Lakes, Minnesota. Our services were authorized by Mr. Michael Grochala from The City of Lino Lakes. A.2. Scope To obtain data for analysis, a total of four (4) penetration test borings were performed. The borings were drilled to depths of about 9 ½ to 20 feet. Our engineering scope consisted of providing this report of our findings and including geotechnical recommendations for construction and design of potential utility replacements and paved areas. A.3. Boring Locations and Elevations The preferred boring locations were indicated to Chosen Valley Testing (CVT) on a site plan provided by the city. The Boring Location Sketch in the Appendix shows the approximate locations as drilled on aerial imagery using Google Earth software. Ground surface elevations were estimated using MnTOPO software from the Minnesota DNR and are indicated on the Log of Boring sheets in the Appendix. The elevations should be considered approximate. A.4. Geologic Background A geotechnical report is based on subsurface data collected for the specific structure or problem. Available geologic data from the region can help interpretation of the data and is briefly summarized in this section. Geologic maps indicate the soils in the area are dominated by glacial till deposits of sand to silty sand. Bedrock is commonly more than 50 feet below the surface and is not a consideration for this project. B. Subsurface Data The borings were performed using penetration test procedures (Method of Test D1586 of the American Society for Testing and Materials). This procedure allows for the extraction of intact soil specimen from deep in the ground. With this method, a hollow -stem auger is drilled to the desired sampling depth. A 2 -inch OD sampling tube is then screwed onto the end of a sampling rod, inserted through the hole in the auger's tip, Lino Lakes Red Maple Lane November 4, 2023 Project #: 22538.23.MNT Page - 3 ________________________________________________________________________________________________________ M I N N E S O T A IOWA W I S C O N S I N and then driven into the soil with a 140-pound hammer dropped repeatedly from a height of 30 inches above the sampling rod. The sampler is driven 18 inches into the soil unless the material is too hard. The samples are generally taken at 2½ to 5-foot intervals. The core of soil obtained was classified and logged by our drilling personnel at the site and a representative portion was then sealed and delivered to our laboratory for further review. B.1. Strata Three borings were drilled through existing pavement and encountered about 3 to 4 inches of asphalt over 6 inches of aggregate. The southeast boring was drilled in a green area and met about ½ foot of topsoil at the surface. Below the surface materials, the northern east boring encountered possible fill consisting of poorly graded sand with silt to a depth of 2 feet. Below the surface material, the borings were dominated by clean sands natural sands (poorly graded sand and poorly graded sand with silt) with lesser layers of silty sand. The green area boring terminated in these materials. The borings drilled through the pavements met clayey sand or sandy clay at about 13 ½ feet and terminated in these materials. For the reader’s convenience, we have summarized the soil boring data in the following cross -section. The reader is referred to the boring logs in the Appendix for more detailed information. B.2. Penetration Test Results Penetration Test Results: The number of blows needed for the hammer to advance the penetration test 875 880 885 890 895 900 905 3 2 1 4 Ap p r o x i m a t e E l e v a t i o n ( f e e t ) Boring Number Pav. Mat l Topsoil Sand Fill Sand Silty Sand Clay or Clayey Sand NW NE SW SE Lino Lakes Red Maple Lane November 4, 2023 Project #: 22538.23.MNT Page - 4 ________________________________________________________________________________________________________ M I N N E S O T A IOWA W I S C O N S I N sampler is an indicator of soil characteristics. The results tend to be more meaningful for natural mineral soils than for fill soils. In fill soils, density tests are more meaningful. Penetration resistance values ("N" Value) of 5 to 11 blows per foot (BPF) were recorded in the sands indicating they were very loose to medium dense but mostly loose. The c1ays returned blows of 7 BPF, indicating it was medium. A key to descriptors used to qualify the relative density of soil (such as soft, stiff, loose, and dense) can be found on the Legend to Soil Description in the Appendix. B.3. Groundwater Data During drilling, the drillers may note the presence of moisture on the sampler, in the cuttings, or in the borehole itself. These findings are reported on the Log of Boring sheets. Because water levels vary with weather, time of year, and other factors, the presence or lack of water during exploration is subject to interpretation and is not always conclusive. Water was observed in all boring at depths from 7 to 11 feet below the surface. These depth corresponds to elevations of about 892 to 893 in the borings were three borings which terminated in the clayey soils, but about 877 in the southeast boring which did not encounter the clayey layer. Groundwater levels at the site are expected to fluctuate seasonally similar to levels in the nearby lake, as well as with local weather patterns. C. Project Design Data Each structure has a different loading configuration and intensity, different grades, and different structural and performance tolerances. Therefore, the geotechnical exploration will be construed differently from one structure to another. If the initial structure should change design, we should be engaged to review these conditions with respect to the prevailing soil conditions. Without the opportunity to review any such changes, the recommendations may no longer be valid or appropriate. The project consists of complete reconstruction of pavements and the installation of watermain, storm sewer and sanitary sewer in the subdivision. CVT assumes the pipes will be installed at depths between 5 and 10 feet using open cut excavations or direction drilling. We have assumed final grades will be at or close to the existing grades. The new pavement is expected to consist of asphalt over aggregate base. D.Utility Recommendations D.1. Groundwater/De-watering As mentioned earlier, water was observed in all the boring at a depth of 7 to 11 feet. Due to the high permeability of the dominated sand, well-points or dewatering wells will likely be required for excavations into the water table. Lino Lakes Red Maple Lane November 4, 2023 Project #: 22538.23.MNT Page - 5 ________________________________________________________________________________________________________ M I N N E S O T A IOWA W I S C O N S I N D.2. Trench Sidewalls The contractor will be required to slope or shore the excavations as needed to meet OSHA requirements for safety. Most of the soils would be expected to classify as Type C soils as defined by OSHA. Trench boxes or other stabilization methods may be necessary if excavations encroach near existing utilities or structures. D.3. Trench Bottom Stability Depending upon location and depth, the utilities are expected to bear primarily on clean sands. These materials are considered generally suitable for support of pipes. If soft and unstable conditions are encountered, we recommend placing bedding of coarse sand or gravel at the base of the trenches to provide a more stable bottom for crews laying the pipes. In order to reduce the potential for point loads on the pipes, we recommend removing any cobbles or boulders to a depth of at least 6 to 8 inches from around pipes and replacing those materials with clean sand or gravel that can more readily conform to the pipes. D.4. Fill Placement and Compaction Soils placed as backfill below paved areas should ideally be compacted to 100% of their maximum standard Proctor density (ASTM D 698) in the upper 3 fe et, and to at least 95% below. In green areas, 90% compaction is normally adequate. The dominated sands as well as the less dominant silty sands encountered are considered generally suitable for use as backfill above utilities, provided they can be adequately compacted. To reduce potential for differential frost action, fill placed in upper part of the trenches should ideally be placed in layers that align reasonably similar to the soil stratification on the trench side walls. In this case, the soils appear to be reasonably uniform, and layering does not appear to be necessary. E. Pavement Recommendations E.1. Stripping and Grading We recommend removing the existing asphalt, aggregate base, from the below new paved areas, along with any topsoil or fine grained soils (silts or clay) is present within 3 feet of the proposed top of subgrade. It may be possible to reclaim and reuse the existing asphalt and aggregate for use as part of the new pavement’s aggregate base, provided it meets MnDOT specifications. After the removals, utility construction, and grading, the near-surface soils are expected to primarily consists of clean sands. We recommend scarifying and compacting all near-surface soils in order to even out any localized discontinuities in the subgrade materials and to provide a more gradational transition between differing materials. This action is intended to limit differential frost heave and provide more uniform pavement support. Subgrades should be test rolled using a tandem axle truck. Any soft areas detected should be scarified, Lino Lakes Red Maple Lane November 4, 2023 Project #: 22538.23.MNT Page - 6 ________________________________________________________________________________________________________ M I N N E S O T A IOWA W I S C O N S I N dried, and recompacted. If time constraints prohibit drying, soil corrections, extra aggregate base, breaker run, sand subbase, and/or geotextiles may be necessary for stabilization. E.2. Preliminary Pavement Design As mentioned earlier, subgrade soils are expected to consist primarily of clean sands. The effective Hveem-stabilometer R-values for dominant sands would be expected to range from 50 to 70. We recommend using a value of 50 for pavement design. In the absence of traffic loading, we recommend a pavement section consist ing of at least 3 inches of asphalt and 6 inches of aggregate base. As noted before, the existing pavements could possibly be milled and then reused as base material provided the reclaimed material meets Mn/DOT Specification 3138 for Class 5 Aggregate Base. F. Construction Testing and Documentation F.1. Excavation A variety of equipment is expected to be capable of performing earthwork and grading . An excavator or backhoe with a smooth-lipped bucket is recommended for completing any excavations. This is intended to limit disturbance to the supporting soils being left in place, while also producing a smooth working surface. F.2. Compaction Fill should be placed in lifts adjusted to the compactor being used and the material being compacted. We recommend limiting lifts to no more than 1 foot, assuming large, self-propelled or tow-behind compactors are used. Thinner lifts should be used for lighter compaction equipment. F.3. Cold Weather If the earthwork occurs during freezing temperatures, good winter construction practices should be used. No frozen fill should be used nor should structural filling take place on frozen ground. F.4. Construction Phase Testing and Documentation The bottom of all excavations, grading, and roadway subgrade should be evaluated and documented by geotechnical personnel after the unsuitable materials are removed and before placement of any fill or pavement. Samples of any fill materials and/or alternative gradations of materials proposed for use should be submitted for approval before use. The County may wish to have, or may be obligated to have tests performed regarding the other various paving components. Specification of such requirements is normally the responsibility of the City and their design consultant. Lino Lakes Red Maple Lane November 4, 2023 Project #: 22538.23.MNT Page - 7 ________________________________________________________________________________________________________ M I N N E S O T A IOWA W I S C O N S I N G. Level of Care The services provided for this project have been conducted in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing in this area, under simila r budget and time constraints. This is our professional responsibility. No other warranty, expressed or implied, is made. Lino Lakes Red Maple Lane November 4, 2023 Project #: 22538.23.MNT Page - 8 ________________________________________________________________________________________________________ M I N N E S O T A IOWA W I S C O N S I N Appendix Boring Location Sketch Log of Boring # 1-4 Boring Location Sketch Red Maple Ln. Street Improvements 6354 Red Maple Ln. Lino Lakes, Minnesota CVT Project 22539.23.MNT C Chosen Valley Testing, Inc. V T Legend Boring Locations N 10 9 8 7 10 7 SP SM CL Elevations were estimated using MnDNR's program MNTOPO and should be considered approximate. MC= 11.8% MC= 7.5% MC= 19.7% MC= 20.3% MC= 21% MC= 29% 0.3 0.8 2.0 13.5 14.9 899.7 899.2 898.0 886.5 885.1 4 INCHES BITUMINOUS 6 INCHES AGGREGATE POSSIBLE FILL Poorly graded sand with silt, fine grained, dark brown, moist. POORLY GRADED SAND WITH SILT fine grained, brown, moist to 7 feet then water bearing, loose. (Glacial Outwash) SANDY LEAN CLAY grey, wet, medium stiffness. (Glacial Fluvium) End of boring. Water was observed at 7 feet during drilling. Boring was sealed upon completion. B-01 page 1 of 1 0.0 BORING:B-01 22539.23.MNT PROJECT: 900.0 L O G O F B O R I N G CHOSEN VALLEY TESTING SCALE: 1" = 3' BPF 22539.23.MNT Design Phase Geotechnical Evaluation Red Maple Lane Street Improvements 6354 Red Maple Ln. Lino Lakes, Minnesota See attached sketch. LOCATION: USCS Symbol Tests and NotesDepthElev. DATE: 10/3/2023 Description of Materials (ASTM D 2487/2488)WL CV T S T A N D A R D 2 2 5 3 9 . 2 3 . M N T ( L I N O L A K E S R E D M A P L E L N ) . G P J L O G A G N N N 0 6 . G D T 1 0 / 2 4 / 2 3 9 8 7 7 8 7 SP SM SM CL MC= 7.6% MC= 5% MC= 6.5% No sample recovered due to gravel or cobble obstruction. MC= 23.4% MC= 32.4% 0.3 0.7 11.5 13.5 14.9 902.7 902.3 891.5 889.5 888.1 3 INCHES BITUMINOUS 6 INCHES AGGREGATE POORLY GRADED SAND WITH SILT fine grained, brown, moist, loose. (Glacial Outwash) SILTY SAND grey, wet, loose. (Glacial Fluvium) LEAN CLAY grey, wet, medium. (Glacial Fluvium) End of boring. Water was observed at 11 feet during drilling. Boring was sealed upon completion. B-02 page 1 of 1 0.0 BORING:B-02 22539.23.MNT PROJECT: 903.0 L O G O F B O R I N G CHOSEN VALLEY TESTING SCALE: 1" = 3' BPF 22539.23.MNT Design Phase Geotechnical Evaluation Red Maple Lane Street Improvements 6354 Red Maple Ln. Lino Lakes, Minnesota See attached sketch. LOCATION: USCS Symbol Tests and NotesDepthElev. DATE: 10/3/2023 Description of Materials (ASTM D 2487/2488)WL CV T S T A N D A R D 2 2 5 3 9 . 2 3 . M N T ( L I N O L A K E S R E D M A P L E L N ) . G P J L O G A G N N N 0 6 . G D T 1 0 / 2 4 / 2 3 9 11 10 7 10 5 7 SP SM SP SM SC MC= 9.5% MC= 9.7% MC= 17.4% MC= 23.6% MC= 31.5% MC= 16.7% MC= 14.9% 0.3 0.7 1.8 13.5 21.0 898.7 898.3 897.2 885.5 878.0 3 INCHES BITUMINOUS 6 INCHES AGGREGATE POORLY GRADED SAND WITH SILT fine grained, trace Gravel, brown, moist. (Glacial Outwash) POORLY GRADED SAND WITH SILT fine grained, brown, moist to 7 feet then water bearing, loose to medium dense. (Glacial Outwash) CLAYEY SAND fine-to-medium grained, grey, wet, loose. (Glacial Fluvium) End of boring. Water was observed at 7 feet during drilling. Boring was sealed upon completion. B-03 page 1 of 1 0.0 BORING:B-03 22539.23.MNT PROJECT: 899.0 L O G O F B O R I N G CHOSEN VALLEY TESTING SCALE: 1" = 3' BPF 22539.23.MNT Design Phase Geotechnical Evaluation Red Maple Lane Street Improvements 6354 Red Maple Ln. Lino Lakes, Minnesota See attached sketch. LOCATION: USCS Symbol Tests and NotesDepthElev. DATE: 10/3/2023 Description of Materials (ASTM D 2487/2488)WL CV T S T A N D A R D 2 2 5 3 9 . 2 3 . M N T ( L I N O L A K E S R E D M A P L E L N ) . G P J L O G A G N N N 0 6 . G D T 1 0 / 2 4 / 2 3 9 7 11 12 OL SM SP SM SP SM MC= 13.6% MC= 17.8% MC= 20.1% MC= 21.9% 0.5 1.5 6.5 9.5 893.5 892.5 887.5 884.5 TOPSOIL Silty Sand, fine grained, trace Roots, brown, moist. SILTY SAND fine grained, grey, moist. POORLY GRADED SAND WITH SILT fine grained, brown, moist, loose. (Glacial Outwash) POORLY GRADED SAND WITH SILT fine grained, grey, water bearing, medium dense. (Glacial Outwash) End of boring. Water was observed at 7 feet during drilling. Boring was sealed upon completion. B-04 page 1 of 1 0.0 BORING:B-04 22539.23.MNT PROJECT: 894.0 L O G O F B O R I N G CHOSEN VALLEY TESTING SCALE: 1" = 3' BPF 22539.23.MNT Design Phase Geotechnical Evaluation Red Maple Lane Street Improvements 6354 Red Maple Ln. Lino Lakes, Minnesota See attached sketch. LOCATION: USCS Symbol Tests and NotesDepthElev. DATE: 10/3/2023 Description of Materials (ASTM D 2487/2488)WL CV T S T A N D A R D 2 2 5 3 9 . 2 3 . M N T ( L I N O L A K E S R E D M A P L E L N ) . G P J L O G A G N N N 0 6 . G D T 1 0 / 2 4 / 2 3 GROUP SYMBOL SOIL GROUP NAMES & LEGEND PRIMARILY ORGANIC MATTER, DARK IN COLOR, AND ORGANIC ODOR BLOWS/FOOT* CONSISTENCY SAMPLE TYPES Job No. 16678.20.MNT GRAVELS WITH FINES >12% FINES 2.0 - 4.0 OVER 4.0 TERM Trace With Modifier 0.50 - 1.0 1.0 - 2.0 0 - 0.25 0.25 - 0.50 GW GP GM GC SW SP SM SC CL ML OL CH MH OH PT CLEAN GRAVELS <5% FINES WATER LEVEL (WITH TIME OF) MEASUREMENT 0 - 4 4 - 10 10 - 30 30 - 50 OVER 50 LIQUID LIMIT (%) CH 0 10 20 30 40 50 60 70 80 PL A S T I C I T Y I N D E X ( % ) SIZE < 12 in. 3 in. - 12 in. #4 sieve to 3 in. #200 sieve to #4 sieve Passing #200 sieve TERM Boulder Cobble Gravel Sand Silt or Clay SAND & GRAVEL CRITERIA FOR ASSIGNING SOIL GROUP NAMES - - - MC OC CN DD PP RV SA P200 >50% OF COARSE FRACTION PASSES ON NO 4. SIEVE RELATIVE DENSITY (RECORDED AS BLOWS / 0.5 FT) CL SILT & CLAY NUMBER OF BLOWS OF 140 LB HAMMER FALLING 30 INCHES TO DRIVE A 2 INCH O.D. (1-3/8 INCH I.D.) SPLIT-BARREL SAMPLER THE LAST 12 INCHES OF AN 18-INCH DRIVE (ASTM-1586 STANDARD PENETRATION TEST). * BLOWS/FOOT* WELL-GRADED GRAVEL POORLY-GRADED GRAVEL SILTY GRAVEL CLAYEY GRAVEL WELL-GRADED SAND POORLY-GRADED SAND SILTY SAND CLAYEY SAND LEAN CLAY SILT ORGANIC CLAY OR SILT FAT CLAY ELASTIC SILT ORGANIC CLAY OR SILT PENETRATION RESISTANCE Hollow Stem LEGEND TO SOIL DESCRIPTIONS FINES CLASSIFY AS ML OR CL FINES CLASSIFY AS CL OR CH PI>7 AND PLOTS>"A" LINE PI>4 AND PLOTS<"A" LINE LL (oven dried)/LL (not dried)<0.75 PI PLOTS >"A" LINE PI PLOTS <"A" LINE LL (oven dried)/LL (not dried)<0.75 COMPRESSIVE STRENGTH (TSF) Chosen Valley Testing - CLEAN SANDS <5% FINES SANDS AND FINES >12% FINES INORGANIC MOISTURE CONTENT ORGANIC CONTENT CONSOLIDATION DRY DENSITY POCKET PENETROMETER R-VALUE SIEVE ANALYSIS % PASSING #200 SIEVE LIQUID LIMIT PLASTISITY INDEX SWELL TEST Unconsolidated Undrained triaxial LL PI SW UU PERCENT < 5 5 - 12 > 12 Relative Proportions of Fines Standard Penetration Test VERY SOFT SOFT RATHER SOFT MEDIUM RATHER STIFF STIFF VERY STIFF HARD UNIFIED SOIL CLASSIFICATION (ASTM D-2487/2488) ML MH - - - - - - - - TEST SYMBOLS PERCENT < 15 15 - 29 > 30 ORGANIC Relative Proportions of Sand and Gravel 0 - 1 2 - 3 4 - 5 6 - 8 9 - 12 13 - 16 17 - 30 OVER 30 INORGANIC TERM Trace With Modifier Grain Size Terminology Cu>4 AND 1<Cc<3 Cu>4 AND 1>Cc>3 FINES CLASSIFY AS ML OR CL FINES CLASSIFY AS CL OR CH ORGANIC VERY LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE GRAVELS 0 10 20 30 40 50 60 70 80 90 100 110 120 MATERIAL TYPES Cu>6 AND 1<Cc<3 Cu>6 AND 1>Cc>3 CV T 1 6 6 7 8 . 2 0 . M N T ( K A P P E L R E S I D E N C E A D D T I T I O N ) . G P J 5 / 2 8 / 2 0 PEAT SANDS SILTS AND CLAYS LIQUID LIMIT>50 SILTS AND CLAYS LIQUID LIMIT<50 >50% OF COARSE FRACTION RETAINED ON NO 4. SIEVE HIGHLY ORGANIC SOILS CO A R S E - G R A I N E D S O I L S >5 0 % R E T A I N E D O N NO . 2 0 0 S I E V E FI N E - G R A I N E D S O I L S >5 0 % P A S S E S NO . 2 0 0 S I E V E PLASTICITY CHART "A " L I N E CL-ML 1 CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 6C STAFF ORIGINATOR: Diane Hankee, City Engineer MEETING DATE: July 8, 2024 TOPIC: PUBLIC HEARING: Consider 1st Reading of Ordinance No. 10-24, Vacating Drainage & Utility Easement, Outlot C, Watermark 5th Addition VOTE REQUIRED: 4/5 _____________________________________________________________________________ INTRODUCTION Staff is requesting City Council consideration of the 1st Reading of Ordinance No. 10-24, vacating drainage and utility easement, Outlot C, Watermark 5th Addition. BACKGROUND Outlot C, Watermark 5th Addition has a drainage and utility easement over as it encompasses a wetland, stormwater management, and is part of the City’s greenway system. The outlot is owned by US Home LLC (aka Lennar Corporation). With the platting of Watermark 7th Addition there was small portion of the drainage and utility easement that changed. The Watermark 7th Addition plat will dedicate a new drainage and utility easement over the outlot. This vacation will only be in place upon the platting of Watermark 7th addition. The Drainage and Utility Easement Vacation Description Sketch prepared by Carlson McCain received on June 10, 2024 details the proposed drainage and utility area to be vacated. The second reading of the ordinance is scheduled for July 22, 2024. RECOMMENDATION Staff is recommending approval of the 1st Reading of Ordinance No. 10-24 Vacating Drainage & Utility Easements, Outlot C, Watermark 5th Addition. ATTACHMENTS 1. Ordinance No. 10-24 2. Drainage and Utility Easement Vacation Description Sketch 1 1st Reading: Publication: 2nd Reading: Effective: CITY OF LINO LAKES ORDINANCE NO. 10-24 VACATING DRAINAGE AND UTILITY EASEMENT (OUTLOT C, WATERMARK 5TH ADDITION, ANOKA COUNTY, MINNESOTA) The City Council of Lino Lakes ordains: Section 1: Findings of Fact 1. The City Council of Lino Lakes has determined to vacate the drainage and utility easement (“Easement”) as shown in Attachment A and legally described as follows: All of the drainage and utility easements, as created and dedicated over, under, and across Outlot C, in the plat WATERMARK 5TH ADDITION, according to the recorded plat thereof, Anoka County, Minnesota; and 2. A public hearing was held on July 8,2024 before the City Council in the City Hall Council Chambers after due published and posted notice had been given and reasonable attempts were made to give personal notice to all affected property owners, and all persons interested were given an opportunity to be heard; and 3. It appears to be in the best interest of the City to vacate such Easement; and 4. This ordinance shall be recorded with the Anoka County; and 5. Four-fifths of all members of the City Council concur with this ordinance. Section 2: Easement Vacated The Easement legally described herein is hereby vacated upon recording of Watermark 7th Addition final plat with Anoka County. Section 3: Effect This ordinance shall be in force and effect from and after its passage and publication according to the Lino Lakes City Charter and upon recording of the Easement ordinance. 2 Adopted by the Lino Lakes City Council this 22nd day of July, 2024. ____________________________ Rob Rafferty, Mayor ATTEST: ________________________ Roberta Colotti, City Clerk 3 ATTACHMENT A f: \ j o b s \ 6 7 2 1 - 6 7 4 0 \ 6 7 3 1 - w a t e r m a r k \ c a d c 3 d \ s u r v e y \ d e s c r i p t i o n s k e t c h e s \ 6 7 3 1 _ d & u v a c a t i o n o l c 5 t h a d d n . d w g Sa v e D a t e : 01 / 3 1 / 2 4 Drainage and Utility Easement Vacation Description Sketch CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 6D STAFF ORIGINATOR: MEETING DATE: TOPIC: VOTE REQUIRED: Diane Hankee, PE City Engineer July 8, 2024 Consider Resolution No. 24-92 Approving the Joint Powers Agreement with the Town of White Bear for a Sewer and Water Service at 5801 Bald Eagle Blvd Simple Majority _______________________________________________________________ INTRODUCTION Staff is requesting approval of the Joint Powers Agreement (JPA) with the Town of White Bear for a Sewer and Water Service connection at 5801 Bald Eagle Blvd. BACKGROUND 5801 Bald Eagle Blvd is a vacant parcel along the south and eastern border of Lino Lakes where it abuts with the Town of White Bear (WBT). The City of Lino Lakes does not have municipal utilities in that area of the City and does not plan to extend them in the near future. In 2006 WBT installed mainline sewer and water down Hobe Court. The property owner of 5801 Bald Eagle Blvd asked that WBT extend a sewer and water service to their parcel for service in the future. At the time it was communicated between the two communities that once the parcel has a home built on it, the communities would enter into a JPA for sewer and water service. Under terms of the JPA, WBT will provide sewer and water service to a property located within Lino Lakes. The City of Lino Lakes has similar agreements with the Cities of Shoreview and Blaine. The property owner will enter into a separate agreement with WBT to pay their connection fees and use charges. RECOMMENDATION Staff is recommending adoption of Resolution No. 24-92 approving the Joint Powers Agreement with the Town of White Bear for a Sewer and Water Service at 5801 Bald Eagle Blvd. ATTACHMENTS 1. Resolution No. 24-92 2. Joint Powers Agreement CITY OF LINO LAKES RESOLUTION NO. 24-92 APPROVING THE JOINT POWERS AGREEMENT WITH THE TOWN OF WHITE BEAR FOR SEWER AND WATER SERVCE AT 5801 BALD EAGLE BOULEVARD WHEREAS, 5801 Bald Eagle Boulevard is a vacant parcel along the south and eastern boarder of Lino Lakes where it abuts with the Town of White Bear (WBT). The City of Lino Lakes does not have municipal utilities in that area of the City, and does not plan to extend them in the near future, and, WHEREAS, the Town of White Bear has mainline sewer and water down Hobe Court and has extended sewer and water service to the property located at 5801 Bald Eagle Boulevard; and, WHEREAS, the property owner of 5801 Bald Eagle Boulevard desires to connect to the Town of White Bear sewer and water and has agreed to reimburse them for connection and use charges; and WHEREAS, Minn. Stat. § 471.59 authorizes political subdivisions of the state to enter into joint powers agreements for the joint exercise of powers common to each. NOW, THEREFORE BE IT RESOLVED by The City Council of The City of Lino Lakes approves the Joint Powers Agreement with the Town of White Bear for a Sewer and Water Service connection at 5801 Bald Eagle Blvd. The Mayor and Clerk are hereby authorized to execute the agreement on behalf of the City. Adopted by the Council of the City of Lino Lakes this 8th day of July, 2024. ______________________________ Rob Rafferty, Mayor ATTEST: ________________________ Roberta Colotti, City Clerk 1 JOINT POWERS AGREEMENT BETWEEN TOWN OF WHITE BEAR AND CITY OF LINO LAKES This Agreement is made and entered into this ____ day of __________, 2024 by and between the Town of White Bear, a statutory town under the laws of the State of Minnesota (“Town”) and the City of Lino Lakes, a statutory city under the laws of the State of Minnesota (“City”) RECITALS WHEREAS, Frank Grover and Susan Grover (“Owner”) are the owners of real property situated in the County of Anoka, State of Minnesota, legally described as follows to wit: See attached Exhibit A (“the Property”) PIN: 36-31-22-44-0007 WHEREAS, the Owner has petitioned the City for connection to municipal water and sanitary sewer services, and; WHEREAS, the City has informed the Owner that it has no present plans to extend its municipal water and sanitary sewer services to the Property, and; WHEREAS, it is feasible for the Town to serve the Property through the municipal water and or sanitary sewer services now owned and maintained by the Town. And the City and the Owner are desirous of having the Town service said Property with its municipal water and sanitary sewer services. PURPOSE Minnesota Statute § 471.59 provides that two or more governmental units by agreement entered into through action of their governing bodies, may jointly or cooperatively exercise any power, to the contracting parties, or any similar powers including those which are the same except for the territorial limits which they are exercised. 2 AGREEMENT NOW, THERFORE, in consideration of the mutual undertakings herein expressed, the Town of White Bear and the City of Lino Lakes agree as follows: 1. The Town shall permit the Owner to connect with the Town sewer and water services. 2. Construction and maintenance of the sewer and water lines shall be subject to the provisions of Town Ordinance No. 12 regarding the water line and Ordinance No. 18 regarding the sewer line, as amended from time to time. And said sewer and water lines shall be constructed according to plans and specifications approved by the Township. 3. The Owner agrees to pay the following fees to the Town: Prevailing Utility Connection Fees Water Connection Fee $9,950.00 Sewer Connection Fee $9,950.00 4. The following fees will be charged per Unit per the Metropolitan SAC determination. Payments to be made within 30 days of notification from Met Council. Prevailing Local Water Availability Charge (currently per Unit) $2,440.00 Prevailing Local Sewer Availability Charge (currently per Unit) $600.00 Additional Fees and/or Permits: Sewer and Water Permit Fee Water Meter Cost $103.00 $418.03 5. In the event construction of the water and/or sewer lines require the opening of a road maintained by the Town. Then in that event the Owner shall be responsible for the cost of restoring the road surface to the same condition as existed prior to the opening. 6. The Owner shall be responsible for any repairs or maintenance to the sanitary sewer line up to the Town sewer main line, in accordance with Section 5 of Ordinance No. 18. 3 7. The Owner shall be responsible for any repairs or maintenance to the water line from the proposed home to and including the corporation cock and the main, in accordance with Section 12 of Ordinance No. 12 (Water). 8. Use charges for the municipal water and sanitary sewer services within the Property will be billed by the Town directly to the Owner of said services, and the rate shall be the same rate charged for similar services furnished by the Town for property lying within the Town. 9. In the event any use charges are delinquent on September 1 of each year and have been properly billed to the occupant of the Property serviced, the Town shall deliver in writing to the City a statement of those delinquent charges. The City will then certify to the Auditor of Anoka County in accordance with State laws, and the City, in so certifying such charges to the County Auditor, shall specify the amount thereof, the description of the premises served, and the name of the Owners thereof. The amount so certified shall be extended by the Auditor on the tax rolls against the Property in the same manner as other taxes. Upon receipt of such payment, from Anoka County, the City will pay over to the Town the delinquent charges so collected. 10. The Owner agrees that the cost of future improvements by the Town to the municipal water and/or sanitary sewer systems benefiting the Property shall be added on as part of the user charge to the owners Property in an amount sufficient to pay the Owner’s proportionate share of said future improvements at rates comparable to the benefited Town properties. 11. The Owner agrees to adhere to the water use restrictions imposed by the Town and other governmental agencies for property lying within the Town. 4 12. The Town shall continue to own and maintain the water and sanitary sewer main lines to which the Owner’s sewer and water lines are connected therewith. Maintenance of the sewer and water lines which serve the Property shall be repaired and maintained according to the provisions set forth above. 13. The Town shall not be obligated to issue any permit for construction of the sewer line or water line until such time as the City has issued to the Owner a building permit to construct improvements on the Property. 14. This Agreement shall become effective upon its execution by the Town and City and upon execution of a consent by the Owner. 15. Either the Town or City may terminate this Joint Powers Agreement by giving two years written termination notice to the other as follows: To the Town Town Clerk White Bear Township 1281 Hammond Road White Bear, Minnesota 55110 To the City City Administrator City of Lino Lakes 600 Town Center parkway Lino Lakes, MN 55014 16. In the event construction of the sewer line and or water line require easements across real property not owned by the Town of City, it shall be the Owner’s responsibility to acquire the necessary easements to construct said sewer line or water line. 17. This Agreement shall remain in effect for as long as the Town shall provide water and sanitary sewer services to properties located along Hobe Court North. 7 State of Minnesota ) )ss County of ______ ) This instrument was acknowledged before me on this _____ day of ______________, 2024 by Rob Rafferty, Mayor, and by Roberta Colotti, City Clerk of the City of Lino Lakes, Minnesota a Municipal Corporation on behalf of the Corporation. _______________________ Notary Public 1 CITY COUNCIL REGULAR MEETING STAFF REPORT AGENDA ITEM 6E STAFF ORIGINATOR: MEETING DATE: TOPIC: Andy Nelson, Environmental Coordinator July 8, 2024 Consideration of Resolution No. 24-91, Accepting Metropolitan Council Clean Water Fund Grant VOTE REQUIRED: Simple Majority ______________________________________________________________________________ INTRODUCTION The City of Lino Lakes has been promoting water conservation strategies in an effort to provide for reasonable use while recognizing that there is increased demand on finite water supplies. Utilizing water-saving devices is one important and effective strategy residents can utilize to reduce water consumption. The Metropolitan Council is once again offering Water Efficiency Grant funds to help residents purchase United States Environmental Protection Agency (US EPA) WaterSense certified products to enhance water conservation efforts in individual homes. BACKGROUND The State of Minnesota has made Legacy Amendment Clean Water Funds available to the Metropolitan Council to continue a water demand reduction grant program. This program is intended to encourage municipalities in the metropolitan area to implement measures to reduce water demand to ensure the reliability and protection of drinking water supplies. US EPA WaterSense products that would be eligible for rebates under this grant program include dishwashers, clothes washers, shower heads, toilets, and smart irrigation controllers. Staff is still evaluating how the rebate program would be structured, but we have had success with selling discounted smart irrigation controllers through the last Water Efficiency Grant award that the City received in 2022. Staff submitted a grant proposal for this program that has been approved for funding. The $22,000 award must be met with a 20% match. For the program total of $27,500, the city match is $5,500. To accept these funds, the city must enter into a contract with the state, ensuring that work is completed as described in the plan. The program end date is June 30th, 2026. The estimated program impact is an annual water savings of over 2 million gallons. 2 RECOMMENDATION Staff recommends approval of Resolution No. 24-91, accepting the Clean Water Fund Grant Agreement. ATTACHMENTS 1. Metropolitan Council Clean Water Fund Grant Agreement 1 METROPOLITAN COUNCIL CLEAN WATER FUND GRANT AGREEMENT Recipient: City of Lino Lakes Grant No.: SG-21419 Council Action: 2024-121 Maximum Grant Amount: $22,000 Recipient Match: $5,500 (20% of program total) Recipient’s Authorized Representative: Name: Andy Nelson 600 Town Center Pkwy Lino Lakes, MN 55014 Phone: 651-982-2465 Email Address: anelson3@linolakes.us This Clean Water Fund Grant Agreement (“Grant Agreement”) is entered into between the Metropolitan Council, a public corporation and political subdivision of the State of Minnesota (“Met Council”) and the Recipient named above. RECITALS 1. Minnesota Session Laws 2023, Chapter 40, Article 2, Section 8(b), appropriated to the Met Council $1,500,000 in funds from the Legacy Amendment's Clean Water Fund ("Clean Water Fund") for State fiscal years 2024 and 2025, for water demand reduction grants to assist municipalities in the metropolitan area with implementing water demand reduction measures to ensure the reliability and protection of drinking water supplies. 2. The Met Council is authorized by Minnesota Statutes sections 473.129, subdivision 4 to apply for and use grants from the State for any Metropolitan Council purpose and may dispose of the money in accordance with the terms of the appropriation. 3. The Recipient is authorized to receive grants from the Clean Water Fund for a water demand reduction program to implement measures to reduce water demand to ensure the reliability and protection of drinking water supplies. 4. On May 22, 2024, the Met Council authorized the granting $1,100,000 of the appropriation to the Recipients participating in the grant program. 5. The Recipient represents that it is duly qualified and agrees to perform all services described in this Grant Agreement to the reasonable satisfaction of the Met Council. 2 GRANT AGREEMENT 1. Term of Grant Agreement. 1.1. Effective Date. The Effective Date of this Grant Agreement is the date this agreement is fully executed. 1.2. Grant Activity Period. The Grant Activity Period runs from the Effective Date through the Expiration Date. 1.3. Expiration Date. The Expiration Date is the earlier of Recipient’s satisfactory fulfillment of obligations or June 30, 2026. 1.4. Survival of Terms. The following clauses survive the expiration, termination or cancellation of this Grant Agreement: • 9. Liability and Insurance; • 10. Audits; • 11. Government Data Practices; • 13. Data Availability; • 14. Governing Law, Jurisdiction, and Venue; • 16. Data Disclosure; and • 18.7 Future Eligibility. 2. Duties, Representations and Warranties of Recipient and Use of Grant Funds. 2.1. The Recipient will conduct, administer and complete in a satisfactory manner and in accordance with the terms of this Grant Agreement the program (“Recipient Program”) which is described in Recipient's application to the Met Council for assistance under the Met Council's Clean Water Fund grant program. The Recipient’s application is incorporated into this Grant Agreement as Exhibit A. Recipient will perform the Recipient Program in accordance with the timeline in Exhibit B of this Grant Agreement and to undertake the financial responsibilities described in Exhibit B which is incorporated into this Grant Agreement. The Recipient must complete the Recipient Program as described in Exhibits A and B. The Met Council makes no representation or warranties with respect to the success and effectiveness of the Recipient Program. The Met Council acknowledges that Recipient Program work may be limited to soliciting participation by its residents and businesses in the Recipient Program and requires additional work by the Recipient only to the extent that residents and businesses choose to participate in the Recipient Program, as described in Exhibit B. The Grant Funds must be entirely passed through and can only be used for authorized rebates or grants for qualifying activities. 2.2. Recipient Representations and Warranties. The Recipient represents and warrants to Met Council, as follows: A. It has the legal authority to enter into this Grant Agreement and to conduct and administer the Recipient Program and use the Grant Funds for the purpose or purposes described in this Agreement 3 B. It has taken all actions necessary for its execution of the Agreement and has provided to Met Council a copy of the resolution by its governing body authorizing Recipient to enter into this Agreement. C. It has the legal authority to undertake the Recipient Program, including the Recipient’s financial responsibilities in Exhibit B. D. Only its Authorized Representative may provide certifications required in this Grant Agreement and submit pay claims for reimbursement of Recipient Program costs. E. It will comply with all the terms of this Grant Agreement. F. It will comply with all requirements of Clean Water Funding legislation and appropriations, except for requirements that this Grant Agreement explicitly states will be handled by the Met Council. G. It has made no material false statement or misstatement of fact in connection with the Grant Funds, and all of the information it has submitted or will submit to the Met Council relating to the Grant Funds or the disbursement of any of the Grant Funds is and will be true and correct. It agrees that all representations contained in its application for the Clean Water Fund Grant are material representations of fact upon which the Met Council relied in awarding this Grant and are incorporated into this Agreement by reference. H. It is not in violation of any provisions of its charter or of the laws of the State of Minnesota, and there are no material actions, suits, or proceedings pending, or to its knowledge threatened, before any judicial body or governmental authority against or affecting it and is not in default with respect to any order, writ, injunction, decree, or demand of any court or any governmental authority which would impair its ability to enter into this Grant Agreement, or to perform any of the acts required of it in the Agreement. I. Compliance with the requirements of this Grant Agreement is not prevented by, is a breach of, or will result in a breach of, any term, condition, or provision of any agreement to which it is bound. J. The Recipient Program will not violate any applicable zoning or use statute, ordinance, building code, rule or regulation, or any covenant or agreement of record relating thereto. K. The Recipient Program will be conducted in full compliance with all applicable laws, statutes, rules, ordinances, and regulations issued by any federal, state, or political subdivisions having jurisdiction over the Recipient Program. L. It will comply with the financial responsibility requirements contained in Exhibit B. M. It will furnish satisfactory evidence regarding these representations if requested by the Met Council. 3. Time. Recipient must comply with all time requirements described in this Grant Agreement. In the performance of this Grant Agreement, time is of the essence. 4 4. Eligible Costs. Eligible costs are those costs incurred by parties within the jurisdiction of the Recipient for 80% of rebate or grant payments as defined in Exhibit B. The Met Council will not reimburse Recipient for non-eligible costs. Any cost not defined as an eligible cost or not included in the Recipient Program or approved in writing by the Met Council is a non-eligible cost. 5. Consideration and Payment. 5.1 Consideration. The Met Council will reimburse the Recipient for eligible costs performed by the Recipient during the Grant Activity Period up to the Maximum Grant Amount as specified in this agreement. The Met Council bears no responsibility for any cost overruns that may be incurred by the Recipient or any sub-recipients. The Recipient may be eligible to receive additional grant amounts or an adjustment of the Maximum Grant Amount in accordance with the procedure in the Grant Amendment Form attached and incorporated as Exhibit C. A fully executed Exhibit C will amend this Grant by the amount in Exhibit C. 5.2. Advance. The Met Council will make no advance of the Grant Amount to Recipient. 5.3. Payment. To receive payment, the Recipient must submit a Reimbursement Request on forms provided by the Met Council, including electronically scanned receipts to verify the cost of eligible devices reported for each reporting period. Reimbursement Request must be submitted quarterly, even if there are no eligible costs to report. The Recipient must describe its compliance with its the financial requirements, work completed including specific addresses where work was done, and provide sufficient documentation of grant eligible expenditures and any other information the Met Council reasonably requests. The Met Council will promptly pay the Recipient after the Recipient presents to the Met Council a Reimbursement Request and scanned copies of all receipts verifying the cost for all eligible devices reported and the Met Council’s Authorized Representative accepts the invoiced services. 6. Conditions of Payment. 6.1. For each approved device for which Recipient requests payment, Recipient must certify the following to the Met Council: (1) the device has been purchased during the Grant Activity Period; (2) Recipient received receipts for the device; and (3) the purchase was not performed in violation of federal, state, or local law, or regulation. 6.2. Conditions Precedent to Any Reimbursement Request. The obligation of the Met Council to make reimbursement payments is subject to the following conditions precedent: A. The Met Council’s receipt of a Reimbursement Request/Progress Report for the funds requested, and electronic copies of receipts verifying the cost for all eligible devices for that reporting period; B. If requested by the Met Council (in form and substance acceptable to the Met Council), evidence that (i) the Recipient has legal authority to and has taken all actions necessary to enter into this Agreement and (ii) this Agreement is binding and enforceable against the Recipient; 5 C. There is no Event of Default under this Grant Agreement or event which would constitute an Event of Default but for the requirement that notice be given or that a period of grace or time elapse; and D. The Recipient has supplied to the Met Council all other items that the Met Council may reasonably require to assure good fiscal oversight of state's funding through the Clean Water Fund. 7. Authorized Representative. The Met Council’s Authorized Representative is: Name: Henry McCarthy or successor Title: Senior Environmental Scientist Mailing Address: 390 North Robert Street St. Paul, MN 55101 Phone: (651) 602-1946 E-Mail Address: henry.mccarthy@metc.state.mn.us The Met Council’s Authorized Representative has the responsibility to monitor the Recipient’s performance and the authority to accept the services provided under this Grant Agreement. If the services are satisfactory, the Met Council’s Authorized Representative will certify acceptance on each invoice submitted for payment. The Recipient’s Authorized Representative is noted on the first page of this Grant Agreement. If the Recipient’s Authorized Representative changes at any time during this Grant Agreement, the Recipient must immediately notify the Met Council and within 30 days provide a new City resolution (if such resolution is necessary) specifying the new Representative. 8. Assignment, Amendments, Waiver, Grant Agreement Complete, and Order of Precedence. 8.1 Assignment. The Recipient may neither assign nor transfer any rights or obligations under this Grant Agreement without the prior written consent of the Met Council and a fully executed Assignment Agreement. 8.2 Amendments. Except as provided in this Section 8.2, any amendment to this Grant Agreement must be in writing and will not be effective until it has been executed and approved by the appropriate parties. If requested by the Recipient in writing, the Met Council may at its sole discretion authorize in writing a minor change to the Recipient Program in Exhibit A without a formal executed amendment to this Grant Agreement. 8.3 Waiver. If the Met Council fails to enforce any provision of this Grant Agreement, that failure does not waive the provision or its right to enforce it. 8.4 Grant Agreement Complete. This Grant Agreement contains all negotiations and agreements between the Met Council and the Recipient. No other understanding regarding this Grant Agreement, whether written or oral, may be used to bind either party. 8.5 Order of Precedence. This Grant Agreement will be interpreted in the following order of precedence: (1) Grant Agreement excluding exhibits; 6 (2) Exhibit B; and (3) Exhibit A. 9. Liability and Insurance. 9.1 Liability. The Recipient and the Met Council are each responsible for their own acts and the acts of their employees and the results thereof. To the extent authorized by law, a party is not responsible for the acts of the other party and the results thereof. The liability of the Parties is governed by Minnesota Statutes Chapter 466 and other applicable laws. Neither Party waives any applicable limits on liability or immunities. 9.2 Relationship of the Parties. Nothing contained in this Grant Agreement is intended or should be construed in any manner as creating or establishing the relationship of co-partners or a joint venture between the Recipient and the Met Council, nor will the Recipient be considered or deemed to be an agent, representative, or employee of the Met Council in the performance of this Grant Agreement, or the Recipient Program. The Recipient represents that it has already or will secure or cause to be secured all personnel required for the performance of this Grant Agreement and the Recipient Program. All personnel of the Recipient or other persons while engaging in the performance of this Grant Agreement or the Recipient Program will not have any contractual relationship with the Met Council related to the work of the Recipient Program and will not be considered employees of the Met Council. In addition, all claims that may arise on behalf of said personnel or other persons out of employment or alleged employment including, but not limited to, claims under the Workers’ Compensation Act of the State of Minnesota, claims of discrimination against the Recipient, its officers, agents, contractors, or employees will in no way be the responsibility of the Met Council. Such personnel or other persons may not require nor be entitled to any compensation, rights or benefits of any kind whatsoever from the Met Council, including but not limited to, tenure rights, medical and hospital care, sick and vacation leave, disability benefits, severance pay and retirement benefits. 10. Audits. Under Minn. Stat. § 16C.05, subd. 5, the Recipient’s books, records, documents, and accounting procedures and practices relevant to this Grant Agreement are subject to examination by the Met Council and/or the State Auditor or Legislative Auditor, as appropriate, for a minimum of six years from the termination date of this Grant Agreement. 11. Government Data Practices. The Recipient and Met Council must comply with the Minnesota Government Data Practices Act, Minn. Stat. Chapter 13, as it applies to all data provided by the Met Council under this grant contract, and as it applies to all data created, collected, received, stored, used, maintained, or disseminated by the Recipient under this Grant Agreement. The civil remedies of Minn. Stat. § 13.08 apply to the release of the data referred to in this clause by either the Recipient or the Met Council. If the Recipient receives a request to release the data referred to in this Clause, the Recipient must immediately notify the Met Council. 7 12. Workers’ Compensation. The Recipient certifies that it is in compliance with Minn. Stat. § 176.181, subd. 2, pertaining to workers’ compensation insurance coverage. The Recipient’s employees and agents will not be considered Met Council employees. Any claims that may arise under the Minnesota Workers Compensation Act on behalf of these employees and any claims made by any third party as a consequence of any act or omission on the part of these employees are in no way the Met Council’s obligation or responsibility. 13. Data Availability. To the extent and as requested by the Met Council, Recipient agrees to comply with Minn. Stat. § 114D.50, subd. 5 requirements for data collected by the Recipient Programs funded with money from the Clean Water Fund that have value for planning and management of natural resources, emergency preparedness and infrastructure investments, including but not limited to the requirement that to the extent practicable, summary data and results of Recipient Programs funded with money from the Clean Water Fund should be readily accessible on the internet and identified as a Clean Water Fund Recipient Program. The Met Council will put overall summary information on the internet and will encourage the Recipient put its city information on the web. Recipient understands and agrees that Met Council may list its name and summary information on the internet or in any other Grantor reporting. Data collected by the Recipient Program, if any, funded with money from the Clean Water Fund that have value for planning and management of natural resources, emergency preparedness, and infrastructure investments must conform to the enterprise information architecture developed by the Department of Information Technology Services. Spatial data must conform to geographic information system guidelines and standards outlined in that architecture and adopted by the Minnesota Geographic Data Clearinghouse at the Minnesota Geospatial Information Office. A description of these data that adheres to the Department of Information Technology Services geographic metadata standards must be submitted to the Minnesota Geospatial Information Office to be made available online through the clearinghouse and the data must be accessible and free to the public unless made private under chapter 13. To the extent practicable, summary data and results of projects funded with money from the clean water fund should be readily accessible on the Internet and identified as a clean water fund project. 14. Governing Law, Jurisdiction, and Venue. This Grant Agreement will be construed and enforced under the laws of the State of Minnesota without regard to its conflict of law provisions. The venue for any legal proceedings arising out of this Grant Agreement will be the appropriate state or federal court in Ramsey County, Minnesota. 15. Termination. The Met Council may cancel this Grant Agreement at any time, with or without cause, upon 30 days’ written notice to the Recipient. Upon termination, the Recipient will be entitled to payment for services prequalified and satisfactorily performed before the termination notice. 16. Data Disclosure. Under Minn. Stat. § 270C.65, subd. 3, and other applicable law, the Recipient consents to disclosure of its federal employer tax identification number, and/or Minnesota tax identification number, already provided to the Met Council, to federal and state tax agencies and Met Council personnel involved in the 8 payment of Met Council obligations. Recipient will require compliance with this Section 16 by Recipient’s subrecipient of Grant funds and shall submit evidence of such compliance to Met Council as requested. 17. Notices. In addition to any notice required under applicable law to be given in another manner, any notices required hereunder must be in writing and must be personally served or sent by email or United States mail, to the Authorized Representative of the party to whom it is directed. 18. Miscellaneous. 18.1 Report to Legislature. As provided in Minn. Stat. § 3.195, the Met Council must submit a report on the expenditure and use of money appropriated under the Clean Water Fund to the legislature by January 1 5 of each year. The report must detail the outcomes in terms of additional use of Clean Water Fund resources, user satisfaction surveys, and other appropriate outcomes. The Recipient agrees to provide to the Met Council by January 1 of each year a report on any user satisfaction surveys it has related to this Recipient Program, and other appropriate outcomes of the Recipient Program as prescribed in Section 18.3 of this Agreement. 18.2 Supplement. The funds granted under this agreement are to supplement and shall not substitute for traditional sources of funding. Recipient certifies to the Met Council that there was and is no traditional Recipient sources of funding for the City to help fund 80% of the subject water efficiency rebate or grant work. 18.3 Measurable Outcomes. A Recipient Program or program receiving funding from the Clean Water Fund must meet or exceed the constitutional requirement to protect, enhance, and restore water quality in lakes, rivers and streams and to protect groundwater and drinking water from degradation. A Recipient Program or program receiving funding from the Clean Water Fund must include measurable outcomes, as defined in Minn. Stat. § 3.303, subdivision 10, and a plan for measuring and evaluating the results. A Recipient Program or program must be consistent with current science and incorporate state-of-the-art technology. All information for funded Recipient Program work, including the proposed measurable outcomes, must be made available for publication on the web site required under Minn. Stat. § 3.303, subdivision 10, as soon as practicable and forwarded to the Met Council and the Legislative Coordinating Commission under the provisions of Minn. Stat. § 3.303, subd. 10. The Recipient must compile and submit all information for funded Recipient Programs or programs, including the proposed measurable outcomes and all other items required under Minn. Stat. § 3.303, subdivision 10, to the Met Council and, if requested by the Met Council, the Legislative Coordinating Commission as soon as practicable or by January 15 of the applicable fiscal year, whichever comes first. 18.4 Minn. Stat. § 16B.98. Grants funded by the Clean Water Fund must be implemented according to section 16B.98 and must account for all expenditures. 18.5 Benefit to Minnesota Waters. Money from the Clean Water Fund may only be spent on Recipient Programs that benefit Minnesota waters. 18.6 Website. If the Recipient has information on its website about the water efficiency grant program under Minn. Stat. § 114D.50, the Recipient will when practicable in accordance with Minn. Stat. § 114D.50, subd. 4(f) prominently display on the Recipient’s website home page the Legacy logo accompanied by the phrase "Click here for more information." When a person clicks 9 on the Legacy logo image, the website must direct the person to a web page that includes both the contact information that a person may use to obtain additional information, as well as a link to the Met Council’s and Legislative Coordinating Commission Website required under section 3.303, subdivision 10. 18.7 Future Eligibility. Future eligibility for money from the Clean Water Fund is contingent upon the Recipient satisfying all application requirements related to Met Council’s fulfillment of Minn. Stat. § 114D.50 as well as any additional requirements contained in 2021, 1st Special Session, Chapter 1, Article 2, Section 8. 18.8 Prevailing Wages. The Recipient agrees to comply with all of the applicable provisions contained in chapter 177 of the Minnesota Statutes, and specifically those provisions contained in Minn. Stat. §§ 177.41 through 177.50, as they may be amended, modified or replaced from time to time with respect to the Recipient Program. By agreeing to this provision, the Recipient is not acknowledging or agreeing that the cited provisions apply to the Recipient Program. 18.9 Disability Access. Where appropriate, Recipient of clean water funds, in consultation with the Council on Disability and other appropriate governor-appointed disability councils, boards, committees, and commissions, should make progress toward providing greater access to programs, print publications, and digital media for people with disabilities related to the programs the recipient funds using appropriations made in this agreement. 18.10. General Provisions. (i) Lawsuit. This Grant shall be canceled if a court determines that the appropriation illegally substitutes for a traditional source of funding. (ii) Termination Due to Lack of Funds. Recipient recognizes that Met Council’s obligation to reimburse Recipient for eligible Recipient Program costs is dependent upon Met Council’s receipt of funds from the State of Minnesota appropriated to Met Council under 2023 Session Law, Chapter 40, Article 2, Section 8(b). Should the State of Minnesota terminate such appropriation or should such funds become unavailable to Met Council for any reason, Met Council shall, upon written notice to Recipient of termination or unavailability of such funds, have no further obligations for reimbursement or otherwise under this Grant Agreement. In the event of such written notice, Recipient has no further obligation to complete the Recipient Program as required by this Grant Agreement. 18.11. Counterparts and Electronic Signatures. This Grant Agreement may be executed in any number of counterparts, each of which when executed will be deemed to be an original and the counterparts will together constitute one agreement. A copy of this Grant Agreement, including its signature pages, will be binding and deemed to be an original. Electronic signatures using Adobe Sign or a similar program will be deemed an original signature. 19. Default and Remedies. 19.1 Defaults. The Recipient's failure to fully comply with any of the provisions contained in this Grant Agreement constitute an event of default ("Event of Default"). 10 19.2. Remedies. Upon an event of default, the Met Council may exercise any one or more of the following remedies: a. Refrain from disbursing the Grant; b. Demand that all or any portion of the Grant already disbursed be repaid to it, and upon such demand the Recipient shall repay such amount to the Met Council; and c. Enforce any additional remedies the Met Council may have at law or in equity. IN WITNESS WHEREOF, the parties have caused this agreement to be executed by their duly authorized representatives. METROPOLITAN COUNCIL By: ________________________________ Regional Administrator, successor, or delegate Date: _______________________________ RECIPIENT: The Recipient certifies that the appropriate person(s) have executed the this agreement on behalf of the Recipient as required by applicable articles, bylaws, resolutions, or ordinances. By: ________________________________ _____________________________________ Printed Name and Title Date: _______________________________ EXHIBIT A (Application from community) Page - 1 2024 – 2026 METROPOLITAN COUNCIL WATER EFFICIENCY GRANT PROGRAM APPLICATION FORM updated 02/08/2024 Applicant Information: MUNICIPALITY: MUNICIPAL UTILITY: MAILING ADDRESS: Grants are only for water efficiency programs offering rebates or grants to property owners who are customers of the municipal water supply system and who replace specified water using devices with approved devices that use substantially less water. In municipalities where only some neighborhoods or areas are served by a municipal public water supply system, only those served by the municipal public water supply system are eligible. If applicable, please specify what parts of your municipality would be eligible to receive rebates or grants: Primary Contact Information: Municipality primary authorized representative (all correspondence regarding the Water Efficiency Grant Program should be addressed to individual named below): NAME: TITLE: STREET: CITY, ZIP: PHONE: EMAIL: Page - 2 | METROPOLITAN COUNCIL Secondary Contact Information: Municipality secondary authorized representative: NAME: TITLE: STREET: CITY, ZIP: PHONE: EMAIL: Water Use and Savings Information: Municipal Total Per Capita Water Use, in gallons per person-day (2022): Municipal Residential Per Capita Water Use, in gallons per person-day (2022): Municipal Ratio of Peak Month to Winter Month Water Use (2022): Municipality’s estimated annual water savings from proposed program, in gallons: Page - 3 | METROPOLITAN COUNCIL Program Design: Requested Grant Amount (must equal 80% of total program budget): Required Municipality Matching Amount (must equal 20% of total program budget): Total Program Budget (Requested Grant Amount + Match): Example Calculation: Requested Grant Amount $16,000 (80% of total) Required Municipality Matching Amount $4,000 (20% of total) Total Program Budget $20,000 (100% of total) Will your program be a grant program or rebate program? Estimated Number of Items: Item Estimated Number Toilets Irrigation Controllers Irrigation Spray Sprinkler Bodies Irrigation System Audits Showerheads Clothes Washing Machines Dishwashers Page - 4 | METROPOLITAN COUNCIL Project Work Plan and Schedule:* Task Description Responsible Person Start Date Completion Date * Municipality may create own project plan and schedule form Page - 5 | METROPOLITAN COUNCIL Communications to Property Owners: How will your program be advertised (check all that apply): Newsletter Print media Email X (formerly Twitter) Website Radio Television Facebook Nextdoor Other social media Please attach examples of proposed newsletter, print media, or email communications. Critical Points to Remember: • The applying municipality must be served by a municipal public water supply system • New construction and new developments are not eligible • A portion of each eligible activity’s cost must be paid by the property owner • Funds are for rebates or grants only; consulting and city staff time are ineligible • Grant recipients must display the Clean Water, Land and Legacy Amendment logo and the Metropolitan Council logo on program-related web pages and paper communications Save Money and Conserve Water! The City of Lino Lakes offers 8-zone Rachio 3 Smart Irrigation Controllers for $45.00 +tax. Go to: https://linolakes.us/454/Smart-Irrigation-Controller-Program for applications and more information. HELP US MEET OUR GOAL! Conserve water with a reduced price smart irrigation controller. Fresh water is a finite resource. Fresh water used for irrigation picks up pollutants, such as fertilizer and pet waste, during its journey back to the groundwater supply. Locally, up to 60% of water usage for a typical home is used for outdoor irrigation during the growing season. Of that water use, roughly 50% is wasted on overwatering, evaporation, and non-target watering. Wasted fresh water could easily reach 150 gallons per house per day. One of the most effective and easy to implement solutions to improve our water conservation efforts in the City is to increase the efficiency of outdoor irrigation. EPA-certified WaterSense smart irrigation controllers greatly reduce overwatering by tailoring irrigation system operation to local weather, plant type, soil type, slopes, and other factors. In an effort to enhance water conservation efforts in the City by helping residents conserve water (while saving money), the City of Lino Lakes will again be implementing the Smart Irrigation Controller Program in spring of 2024. This program is available due to a Clean Water Fund Grant that aims to reduce water demand and to ensure the reliability and protection of drinking water supplies. In 2023, the City pumped over 700,000,000 gallons of water to meet user demand. Water for residential use equated to approximately 80 gallons per person per day. A goal of the Lino Lakes Water Supply Plan is to bring residential water demand to less than 75 gallons per person per day. City watering restrictions will take effect May 15th and will run through September 15th. In addition to odd-even sprinkling restrictions, watering lawns is also prohibited every day between 10:00am– 6:00pm. This is due to the Public Water Advisory related to manganese levels in the City’s water supply. Watering Restrictions Take Effect May 15 th Scan the QR code for additional information. 8-Zone Rachio 3 smart irrigation controllers are being offered to homeowners for a discounted price of $45.00 +tax. Controllers will be provided on a first-come first-served basis while supplies last. Visit the www.linolakes.us/smartirrigation for more information about the program and application process. 10 | Lino Lakes Newsletter 1 EXHIBIT B 2024 – 2026 METROPOLITAN COUNCIL WATER EFFICIENCY GRANT PROGRAM GUIDELINES updated 06/06/2024 Overview The Metropolitan Council (Met Council) will implement a water efficiency grant program effective July 1, 2024 to June 30, 2026. Grants will be awarded on a competitive basis to municipalities that are served by a municipal water system. The Met Council will provide 80% of the program cost; the municipality must provide the remaining 20%. Municipalities will use the combined Met Council and municipality funds to run their own grant or rebate programs. Grants will be made available in amounts with a minimum of $5,000 and a maximum of $50,000. Grantees will be required to provide estimated water savings achieved through this program for Clean Water, Land & Legacy Amendment reporting purposes. Legislative Directive - Minnesota 2023 Session Laws $750,000 the first year and $750,000 the second year are for the water demand reduction grants to assist municipalities in the metropolitan area with implementing water demand reduction measures to ensure the reliability and protection of drinking water supplies. Fiscal year 2024 appropriations are available until June 30, 2025, and fiscal year 2025 appropriations are available until June 30, 2026. Grant Program Goal The goal of the water efficiency grant program is to support technical and behavioral changes that improve municipal water use efficiency in the seven-county metropolitan area. Critical Points to Remember • The applying municipality must be served by a municipal public water supply system • New construction and new developments are not eligible • A portion of each eligible activity’s cost must be paid by the property owner • Funds are for rebates or grants only; consulting and city staff time are ineligible 2 • Grant recipients must display the Clean Water, Land and Legacy Amendment logo and the Metropolitan Council logo on program-related web pages and paper communications Grant Program Structure: Administration and Funding The Water Efficiency Grant Program will be administered by Metropolitan Council Environmental Services (Environmental Services) and will be funded with $1,100,000 appropriated by the 2023 Minnesota Legislature. Grant applications will be reviewed and ranked Metropolitan Council Water Resources staff. The remaining $400,000 of this funding has been allocated to a different, equity-focused municipal water efficiency grant project. Grants are only for water efficiency programs offering rebates or grants to property owners who are customers of the municipal water supply system and who replace specified water using devices with approved devices that use substantially less water. In municipalities where only some neighborhoods or areas are served by a municipal public water supply system, only those served by the municipal public water supply system are eligible. Grants will be awarded to municipalities in amounts ranging from $5,000 to $50,000 for providing rebates or grants to property owners. Municipalities will be responsible for the design and operation of their rebate or grant program and its details. Grant payments to the municipality will be for 80% of approved program amounts. The municipality must provide the remaining 20% of the granted/rebated amount to the property owner. Municipality rebates or grants are eligible for reimbursement on device replacements conducted during the Grant Activity Period. Here is an example of the grant funding design: Metropolitan Council Grant Amount $16,000 (80% of total) Municipality Match $4,000 (20% of total) Municipality Grant/Rebate Program Total $20,000 (100% of total) Eligibility This grant program is limited to municipalities in the seven-county metropolitan area. Municipalities eligible per above must apply to participate and, if approved, sign a standard Met Council Grant Agreement, before any eligible rebates or grants can be submitted for reimbursement. Agreements shall require that municipalities: • Entirely pass through grants received (as is being done by Environmental Services) • Verify purchase of devices to receive grants • Retain records and cooperate with any audits • Conduct all communications with property owners and ensure all written communications to property owners include both the Clean Water, Land and Legacy Amendment and the Metropolitan Council’s logo • Provide quantitative information for state reporting purposes Eligible water efficiency devices consist of the following: • Toilet replacement with a US EPA WaterSense labeled toilet 3 • Irrigation controller replacement with a US EPA WaterSense labeled controller, either weather-based or soil moisture-based • Irrigation spray sprinkler body replacement with a US EPA WaterSense labeled spray sprinkler body • Irrigation system audit by an Irrigation Professional certified by a US EPA WaterSense program • Showerhead replacement with a US EPA WaterSense labeled showerhead • Clothes washing machine replacement with a US DOE Energy Star labeled clothes washing machine • Residential dishwasher replacement with a US DOE Energy Star labeled residential dishwasher Expenses eligible for reimbursement are the out-of-pocket cost of the device and its installation only, not to include any owner labor costs. In addition, new construction and new developments are ineligible, as this program is intended as a current infrastructure replacement program. Application Process • Applicants must be served by a municipal public water supply system • Municipalities will submit Met Council supplied application form by March 29, 2024. Required information includes: o the municipality’s rebate or grant program design and work plan o proposed examples of communications to property owners o requested total grant amount o estimated annual amount of water saved by the applying municipality • Application form is available at: https://metrocouncil.org/Wastewater-Water/Funding-Finance/Available- Funding-Grants.aspx • Submit competed application to: henry.mccarthy@metc.state.mn.us • Metropolitan Council will notify municipalities of grant awards by May 24, 2024. Proposal Selection Criteria In the event that funds requested exceed funds available, the following criteria will be used to determine the amount granted to a given municipality: • Municipalities with identified water supply issues in Master Water Supply Plan Community Profiles or Local Water Supply Plans • Municipalities’ ratio of peak monthly water use to winter monthly water use • Municipalities’ average residential per capita water use • The order in which applications are received and until grant funds are completely committed Funding Process and Reporting Requirements • Utilizing forms provided by Met Council, the following information must be reported on a quarterly basis: o Number, type and amount of rebates or grants provided to property owners, along with each property address o Estimated annual gallons of water saved per device installation o Municipality matching funds disbursed o Number of unmet funding requests from property owners, if any 4 • Upon review and confirmation of the above information, Met Council will process a grant payment in the amount of 80% of approved total rebates or grants for the reporting period. • Met Council will provide confirmation of grant balances available upon request and reserves the right to amend grant agreements, in collaboration with grantee municipality, if quarterly reporting indicates rebate or grant programs will not fully utilize grant awards within the Grant Activity Period. Qualified Activities • Toilet replacement with a US EPA WaterSense labeled toilet: https://lookforwatersense.epa.gov/products/Product-Search-Results-Toilets.html • Irrigation controller replacement with a US EPA WaterSense labeled controller, either weather-based or soil moisture-based: https://lookforwatersense.epa.gov/products/Product-Search-Results-IrrigationController.html https://lookforwatersense.epa.gov/products/Product-Search-Results- SoilMoistureBasedIrrigationController.html • Irrigation spray sprinkler body replacement with a US EPA WaterSense labeled spray sprinkler body: https://lookforwatersense.epa.gov/products/Product-Search-Results-Sprinkler.html • Irrigation system audit by an Irrigation Professionals certified by a US EPA WaterSense program: https://lookforwatersense.epa.gov/pros/ • Showerhead replacement with a US EPA WaterSense labeled showerhead: https://www.epa.gov/watersense/showerheads • Clothes washing machine replacement with a US DOE Energy Star labeled clothes washing machine: https://www.energystar.gov/productfinder/product/certified-clothes-washers/results • Residential dishwasher replacement with a US DOE Energy Star labeled residential dishwasher: https://www.energystar.gov/products/dishwashers Determining Estimated Water Savings Some manufacturers include annual water savings estimates in their device descriptions or specifications, and irrigation professionals report estimated savings after performing an irrigation system audit. In cases where estimated annual water savings are not provided or can’t be found, the WaterSense and Energy Star websites have information on estimated water savings. • Toilet: https://www.epa.gov/watersense/residential-toilets • Irrigation controller: https://www.epa.gov/watersense/watersense-labeled-controllers • Spray sprinkler body: https://www.epa.gov/watersense/spray-sprinkler-bodies#:~:text=WaterSense%20Savings,- 5 Experts%20estimate%20that&text=Installing%20WaterSense%20labeled%20spray%20sprinkler,water %20and%20sewer%20costs%20annually. • Irrigation audit: https://www.epa.gov/watersense/irrigation-pro • Showerhead: https://www.epa.gov/watersense/showerheads • Clothes washing machine: https://www.energystar.gov/products/clothes_washers#:~:text=ENERGY%20STAR%20can%20help%2 0families,less%20water%20than%20regular%20washers. • Residential dishwasher: https://www.energystar.gov/products/dishwashers Reporting Example Property Street Address and Zip Code (Select) Property Type: (Select) Water Device Replaced: Cost per Device ($): # of Devices: Rebate or Grant per Device ($) Est. Annual Water (Gallons) Saved Per Device: Total Rebate or Grant Municipality Contribution: Eligible Grant Amount Estimated Annual Water Saved (Gallons): 2094 Proviso Avenue Residential Clothes Washer $800.00 1 $200.00 5,000 $200.00 $40.00 $160.00 5,000 3452 Enola Drive Residential Irrigation Controller $250.00 1 $150.00 20,000 $150.00 $30.00 $120.00 20,000 994 Argentine Place Residential Irrigation Controller $200.00 1 $150.00 20,000 $150.00 $30.00 $120.00 20,000 5377 Shoreham Way Residential Toilet $350.00 1 $125.00 7,000 $125.00 $25.00 $100.00 7,000 Calculated Totals: 6 EXHIBIT C Revision # METROPOLITAN COUNCIL ENVIRONMENTAL SERVICES 2022-2024 CLEAN WATER FUND WATER EFFICIENCY GRANT PROGRAM GRANT AMENDMENT FORM NOTICE TO RECIPIENT: Submission of this form is required to modify the Maximum Grant Amount in your Grant Agreement with Metropolitan Council 2024-2026 Clean Water Fund Water Efficiency Grant Program (Grant Program). After determination of your city’s Maximum Grant Amount, completion and submission of this form is necessary when 1) you are requesting additional grant funds to meet unexpected rebate or grant demand, or 2) when your city has determined that the previously approved program’s rebate or grant demand will not be met, requiring less grant funds than anticipated when the agreement was signed. The process for modifying your Grant Agreement is as follows: 1. Your city’s authorized representative submits one signed copy of Exhibit C to the Met Council, with any additional information requested by Met Council. 2. Upon receipt and any Met Council approval of signed Exhibit C, the Met Council’s authorized representative will obtain Met Council authorized signatures returns a fully executed copy of Exhibit C indicating the new Maximum Grant Amount to City’s designated authorized representative. --------------------------------------------------------------------------------------------------------------------------------- Instructions: Indicate the date of your change request in #1 box. Indicate the number of this particular change request in #2 box (and in box at top of page – must match). Enter the current grant agreement amount (as MCES approved) in #3 box. If you wish to increase your municipality’s grant amount, enter the amount you are requesting in #4 box. If you wish to decrease your grant amount due to less demand than anticipated, enter the amount in #5 box. Enter in #6 box the amount derived from adding #3 to #4 or derived from subtracting #5 from #3. Grant Agreement # 1. Date of change request: 7 2. Change request number: 3. Current Grant Agreement Amount (as MCES approved): 4. Increase due to request for additional funding: 5. Decrease due to less demand: 6. Amended Maximum Grant Agreement Amount requested: CITY NAME:______________________________________________________________________________ CITY AUTHORIZED REPRESENTATIVE (signature and date): METROPOLITAN COUNCIL PROGRAM ADMINISTRATOR APPROVAL (signature and date): __________________________________________________________________________________________ METROPOLITAN COUNCIL AUTHORIZED SIGNATURE AND DATE __________________________________________________________________________________________ --------------------------------------------------------------------------------------------------------------------------------------- Questions may be directed to the Met Council Authorized Representative: CITY OF LINO LAKES RESOLUTION NO. 24-91 ACCEPTING METROPOLITAN COUNCIL CLEAN WATER FUND GRANT WHEREAS, the City of Lino Lakes has been promoting water conservation efforts, partially through implementation of a smart irrigation controller program that began in 2021; and WHEREAS, the Metropolitan Council is offering a Water Efficiency Grant under the Legacy Amendment Clean Water Fund for use in municipal water efficiency programs to offer rebates or grants to customers of the municipal water supply system to replace specified water using devices with approved devices that use substantially less water; and WHEREAS, the City of Lino Lakes was awarded $22,000 to be used for eligible water efficiency devices, such as US EPA WaterSense labelled smart irrigation controllers; and WHEREAS, the City will provide $5,500 in grant match funds; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes: That the Metropolitan Council Clean Water Fund Grant is accepted, and hereby authorizes the Mayor and Clerk to execute the agreement on behalf of the City. Adopted by the City Council of the City of Lino Lakes this 8th day of July 2024. _______________________________ Rob Rafferty, Mayor ATTEST: ________________________ Roberta Colotti, City Clerk