The URL can be used to link to this page

Home My WebLink About03-14-2022 Council PacketEXPANDED AGENDA 1. C I T`O F IINMKES CITY COUNCIL AGENDA Monday, March 14, 2022 6:30 p.m. (Scheduled to be broadcast on Channel 16) City Council: Mayor Rafferty, Councilmembers Cavegn, Lyden, Ruhland and Stoesz City Administrator: Sarah Cotton COUNCIL WORK SESSION, 6:00 P.M. Council Chambers (not televised) 1. Strategic Planning/Goal Setting, Sarah Cotton 2. Oak Wilt Abatement Order, Andy Nelson 3. Rookery Murals, Lisa LameX 4. Review Regular Agenda CITY COUNCIL MEETING, 6:30 P.M. ➢ Call to Order and Roll Call - Ruhland, Stoesz, Cavegn, Lyden, Rafferty were present ➢ Pledge of Allegiance ➢ Open Mike / Public Comment (in person or received in writing prior to meeting) There were no comments ➢ Setting the Agenda: Addition or Deletion of Agenda Items The agenda was accepted as presented CONSENT AGENDA A) Consideration of Expenditures: i) March 14, 2022 (Check No. 116006 through 116098 in amt of $906,480.82 B) Consider Approval of February 28, 2022 Work Session Minutes C) Consider Approval of February 28, 2022 Council Meeting Minutes D) Consider Resolution No. 22-27, Reestablishing Precincts and Polling Locations E) Consider Resolution No. 22-32 Accepting Water Treatment Pilot Study F) Consider Approval of March 7, 2022 Special Council Meeting Minutes G) Consider Approval of March 7, 2022 Work Session Minutes H) Consider Resolution No. 22-34, Supporting Legislative Efforts Ensuring Sustainable, Safe, and Reliable Water Supply, Michael Grochala I) Approve Application for Aquinas Roman Catholic Home Education Services to Conduct Excluded Bingo Event J) Approve Application for St. Joseph of the Lakes Catholic Church for an Exempt Permit for Lawful Gambling Council Agenda -2- Action Taken: Motion by Cavegn, seconded by Ruhland, to approve Consent Agenda Items 1A through 1J, as presented, was adopted 2. FINANCE DEPARTMENT REPORT None 3. ADMINISTRATION DEPARTMENT REPORT A) Consider Appointment of Activity Center Coordinator, Sarah Cotton Action Taken: Motion by Lyden, seconded by Cavegn, to approve the appointment of Ben Natzke as recommended, was adopted B) Consider Appointment of Utilities Maintenance Worker, Sarah Cotton Action Taken: Motion by Ruhland, seconded by Cavegn, to approve the appointment of Kyle Dubois as recommended, was adopted 4. PUBLIC SAFETY DEPARTMENT REPORT None 5. PUBLIC SERVICES DEPARTMENT REPORT None 6. COMMUNITY DEVELOPMENT REPORT 0 A) Rehbeins Black Dirt (21"Avenue S), Kelsey Gelhar i) Consider Resolution No. 22-30 Approving Conditional Use Permit ii) Consider Resolution No. 22-31 Approving Site Improvement Performance Agreement Action Taken: Motion by Ruhland, seconded by Cavegn, to approve Resolutions No. 22-30 and Resolution No. 22-31 as presented, was adopted B) Consider Resolution No. 22-33, Approving Agreement with Rice Creek Watershed District, Shenandoah Park BMP Feasibility Study, Michael Grochala Action Taken: Motion by Ruhland, seconded by Lyden, to approve Resolution No. 22-33, as presented, was adopted 7. UNFINISHED BUSINESS None 8. NEW BUSINESS None Adjournment Community Calendar —A Look Ahead March 14, 2022 through March 28, 2022 Monday, March 28 6:00 pm, Community Room Council Work Session Monday, March 28 6:30 pm, Council Chambers City Council Meeting Updated 311112022 1. CITY COUNCIL AGENDA Monday, March 14, 2022 6:30 p.m. (Scheduled to be broadcast on Channel 16) City Council: Mayor Rafferty, Councilmembers Cavegn, Lyden, Ruhland and Stoesz City Administrator: Sarah Cotton COUNCIL WORK SESSION, 6:00 P.M. Council Chambers (not televised) 1. Strategic Planning/Goal Setting, Sarah Cotton 2. Oak Wilt Abatement Order, Andy Nelson 3. Rookery Murals, Lisa Lamey 4. Review Regular Agenda CITY COUNCIL MEETING, 6:30 P.M. ➢ Call to Order and Roll Call ➢ Pledge of Allegiance ➢ Open Mike / Public Comment (in person or received in writing prior to meeting) ➢ Setting the Agenda: Addition or Deletion of Agenda Items CONSENT AGENDA A) Consideration of Expenditures: i) March 14, 2022 (Check No. 116006 through 116098 in the Amount of $906,480.82 B) Consider Approval of February 28, 2022 Work Session Minutes C) Consider Approval of February 28, 2022 Council Meeting Minutes D) Consider Resolution No. 22-27, Reestablishing Precincts and Polling Locations E) Consider Resolution 22-32 Accepting Water Treatment Pilot Study, Michael Grochala F) Consider Approval of March 7, 2022 Special Council Meeting Minutes G) Consider Approval of March 7, 2022 Work Session Minutes H) Consider Resolution No. 22-34, Supporting Legislative Efforts Ensuring Sustainable, Safe, and Reliable Water Supply, Michael Grochala I) Consider Approval of Application for Aquinas Roman Catholic Home Education Services to Conduct Excluded Bingo Event J) Consider Approval of Application for St. Joseph of the Lakes Catholic Church for an Exempt Permit for Lawful Gambling. Council Agenda -2- 2. FINANCE DEPARTMENT REPORT None 3. ADMINISTRATION DEPARTMENT REPORT A) Consider Appointment of Activity Center Coordinator, Sarah Cotton B) Consider Appointment of Utilities Maintenance Worker, Sarah Cotton 4. PUBLIC SAFETY DEPARTMENT REPORT None 5. PUBLIC SERVICES DEPARTMENT REPORT None 6. COMMUNITY DEVELOPMENT REPORT A) Rehbeins Black Dirt (21StAvenue S), Kelsey Gelhar i) Consider Resolution No. 22-30 Approving Conditional Use Permit ii) Consider Resolution No. 22-31 Approving Site Improvement Performance Agreement B) Consider Resolution No. 22-33, Approving Agreement with Rice Creek Watershed District, Shenandoah Park BMP Feasibility Study, Michael Grochala 7. UNFINISHED BUSINESS None 8. NEW BUSINESS None Adjournment Community Calendar — A Look Ahead March 14, 2022 through March 28, 2022 ,16 Monday, March 28 6:00 pm, Community Room Council Work Session ,,6 Monday, March 28 6:30 pm, Council Chambers City Council Meeting WS — Item 1 WORK SESSION STAFF REPORT Work Session Item No. 1 Date: March 14, 2022 To: City Council From: Sarah Cotton, City Administrator Re: Strategic Planning/Goal Setting Background At the February 7, 2022, City Council Work Session, the City Council discussed scheduling a strategic planning/goal setting session and reviewed the process last completed in 2017. The Council expressed support for bringing in a facilitator in 2022 and directed staff to bring forward recommendations to support the effort. Staff contacted two meeting facilitators who were recommended by other cities. Proposals were received from Craig Rapp, President of Craig Rapp LLC/Rapp Consulting Group, and Craig Waldron, Owner of The Waldron Company. Both facilitators outline a similar approach commencing with a planning meeting with staff to learn about the current operating environment, projects, and potential concerns or issues that need to be addressed. Both facilitators propose utilizing a SWOT analysis to get visibility into the current state of the City and help develop strategic, high level priorities for the coming year. A summary report detailing the process, outcomes, targets, and action plan will be prepared and submitted to the City for use in implementing "the plan" Craig Waldron Proposal — One 8-Hour Session, prefers offsite meeting location. Can accommodate two 4-hour sessions, but then prefers an evening session and following morning. Proposed fee of $160 per hour, plus mileage. Estimate of $2,000-$3,000 for entire project. Craig Rapp Proposal — Two 4-Hour Sessions or One 8-Hour Session — The 4-hour sessions are typically held on consecutive weekday evenings. Proposed fee of $14,250. The 2022 Budget includes $4,000 for a Strategic Planning/Goal Setting Facilitator. Requested Council Direction Consider selecting a facilitator and discuss tentative dates/times for the session(s). Attachments None WS — Item 2 WORK SESSION STAFF REPORT Work Session Item No. 2 Date: March 14th, 2022 To: City Council From: Andy Nelson, Environmental Coordinator Re: Oak Wilt Abatement Order Background Oak wilt is a fungal disease that kills large numbers of oak trees every year in Minnesota. The disease is transmitted to new sites by beetles that are attracted both to the fungus itself and to wounds on oak trees. Without proper management, the disease can then spread to other oaks in the vicinity of an infected tree, ultimately resulting in the loss of many more trees. The impact of this disease can be minimized through proper management techniques. Minnesota Statute 18G addresses local pest control and grants the authority to local governments to adopt and enforce regulations to control and prevent the spread of plant pests and diseases. These regulations authorize entering and inspecting public and private places that might harbor plant pests, requiring owners to destroy or treat diseased plants, or providing for the work at the expense of the owner. Chapter 902 of the City Code addresses tree disease management. The city forester is authorized by this chapter to enter private property to inspect and diagnose tree disease. If infection exists, the tree is marked and a letter is sent to the owner outlining action steps required with a deadline to abate the nuisance. If the tree has not been removed by the deadline, the tree may then be removed by a contractor working for the city, at the homeowner's expense. A majority of the 47 trees marked for oak wilt last fall have been removed. There are, however, a few properties that have failed to meet the deadline. The removals are time sensitive, and must be accomplished by the end of March to ensure that spread of the disease is minimized. Impacted residents that have not met the removal deadline will be receiving a follow-up notice informing them that the contracted removals will be occurring later in March. Requested Council Direction Information only. Staff will be available for any Council questions or concerns. Attachments 1. Notice Regarding Diseased Trees CITY ,OF LNLAKES NOTICE REGARDING DISEASED TREES Dear Homeowner, In accordance with Chapter 902 of the Municipal Code and as granted by statutory law, the City of Lino Lakes conducts a program of shade tree disease and pest control that focuses on Dutch elm disease fungus, elm bark beetles, oak wilt fungus, emerald ash borer, and other potentially non-native invasive pests and pathogens that affect trees. Chapter 902 also establishes abatement procedures, deadlines, and other regulatory requirements associated with the program. One or more tree(s) located on your property were recently inspected and marked as diseased or pest infested by the Certified City tree inspector. This letter serves as written notice from the City of Lino Lakes that requires corrective action by the property owner to remove the marked tree(s). Tree Details: Property owners are responsible for removing diseased and/or pest infested tree(s) located on private property. Vibratory plowing to sever root grafts may also be required if the city forester deems it likely that the disease could leave your property and impact other trees in the area. Please remove the marked tree(s) by February 1st, 2022. The City recommends removal of infected oaks after November 1st. Please be advised that trees that have not been removed, or felled and properly covered by February 1st 2022 may be removed by a contractor working for the city. These contracted removals will be performed at the homeowner's expense. Homeowners may keep the wood provided that it is completely covered with plastic 4 mils or greater in thickness and sealed to the ground to prevent beetles from accessing or vacating the wood. Firewood must remain covered from March 31st of 2022 until October 1st of 2022. Thank you for helping us to manage tree disease in Lino Lakes. Respectfully, Andy Nelson Office 651-982-2465 Environmental Coordinator, City of Lino Lakes ANelson3@linolakes.us ISA Certified Arborist WS — Item 3 WORK SESSION STAFF REPORT Work Session Item No. 3 Date: March 14, 2022 To: City Council From: Lisa Lamey, Rookery Activity Center Manager Re: Mural in the Aquatic Area Background In January 2022 a local muralist/artist contacted staff about the desire and/or need for painted murals in The Rookery Activity Center. Staff determined that the north wall near the lap pool is a large expanse of wall that would be a good space for a mural. In January designs that included the logo were brought to council for consideration. Since then, staff has had the artist prepare a few other designs including different logos options and a scenic mural. Staff has also researched other community center indoor pool walls for comparison. Staff has attached a number of pictures of other community center indoor pools and new designs that have been rendered for the Rookery pool area by the previously mentioned artist. Requested Council Direction Consider a theme and/or design for wall mural in the Aquatic Area. Attachment Example of Pool Murals THE ROOKERY A7 ACTIVITY CENTER MI �W� THE ROOKERY �' ACTIVITY CENTER Maple Grove Community Center .. .ave Shoreview Community Center i S IIIRX r ..w �ta ♦ f �` �:r l� Inver Grove Heights Community Center .. r-r r-y-aL---Y Y iiYi'. 7-7 L Lh.a r� ..n ... -.. .,........... s.r. y,r. err• ............f�. .... �....f..s.. r J Fl Shakopee Community Center Expenditures March 14, 2022 Check # 116006 to # 116098 $906,480.82 Accounts Payable Check Detail rr User: Jessica.Eller C i Tf �+: Printed: 03/09/2022 - 9:18AM LN : ICE Check Number Check Date 989 - ACE Supply Company, Inc. Line Item Account 116010 03/14/2022 Inv 030037 Line Item Date Line Item Description Line Item Account 03/01/2022 2 Shop heaters 101-432-4211-500 Inv 030037 Total 116010 Total: 989 - ACE Supply Company, Inc. Total: 14 - AFSCME Council #5 Line Item Account 101-000-2040-000 116006 03/04/2022 Inv Line Item Date Line Item Descrirotion Line Item Account 03/02/2022 PR Batch 00002.03.2022 Union Dues AFSCME 101-000-2040-000 Inv Total 116006 Total: 14 - AFSCME Council #5 Total: 16 - Aid Electric Corporation Line Item Account 116011 03/14/2022 Inv 68828 Line Item Date Line Item Descrirotion Line Item Account 02/22/2022 Lighting upgrades, fan install & outlets for lights 202-451-4300-301 Inv 68828 Total Inv 68830 Line Item Date Line Item Description Line Item Account 02/22/2022 Re -wire Well #4 Cholorine Booster Pump 601-494-4300-000 Inv 68830 Total Inv 68831 Line Item Date Line Item Description Line Item Account Amount 2,327.49 2,327.49 2,327.49 483.84 483.84 483.84 10,040.74 10,040.74 206.50 206.50 AP -Check Detail (3/9/2022 - 9:18 AM) Page 1 Check Number Check Date Amount 02/22/2022 Wire washer & dryer at the Rookery 202-451-4300-301 580.13 Inv 68831 Total 580.13 Inv 68832 Line Item Date Line Item Description Line Item Account 02/22/2022 Add circuit for dehumidification system in Rookery studio 202-451-4300-301 235.49 Inv 68832 Total 235.49 Inv 68833 Line Item Date Line Item Description Line Item Account 02/22/2022 Pool exit signs & installation 202-451-4300-301 1,123.42 Inv 68833 Total 1,123.42 Inv 68834 Line Item Date Line Item Description Line Item Account 02/22/2022 Lamps & ballast for PD 101-432-4211-503 2,377.82 Inv 68834 Total 2,377.82 116011 Total: 14,564.10 16 - Aid Electric Corporation Total: 14,564.10 18 - All Seasons Rental, Inc. Line Item Account 116012 03/14/2022 Inv 1-80592 Line Item Date Line Item Description Line Item Account 02/28/2022 Scissor lift rental 202-451-4415-301 747.36 Inv 1-80592 Total 747.36 116012 Total: 747.36 18 - All Seasons Rental, Inc. Total: 747.36 34 - Anoka County Central Communications Line Item Account 116013 03/14/2022 Inv Q4 2021 Line Item Date Line Item Description Line Item Account 12/31/2021 Q4 2021 TZD Grant 101-000-2080-000 2,225.65 Inv Q4 2021 Total 2,225.65 116013 Total: 2,225.65 AP -Check Detail (3/9/2022 - 9:18 AM) Page 2 Check Number Check Date Amount 34 - Anoka County Central Communications Total: 44 - Anoka County Treasury Office Line Item Account 116014 03/14/2022 Inv AR019584 Line Item Date Line Item Description 02/25/2022 January 2022 Language Line Inv AR019584 Total Inv B220216L Line Item Date Line Item Description 02/17/2022 Sites 115,116 & 117 MAR 2022 CAC Fiber Inv B220216L Total Inv S220222F Line Item Date Line Item Description 02/23/2022 JLEC 2022 Shared Costs Inv S220222F Total 116014 Total: 44 - Anoka County Treasury Office Total: 54 - Aspen Mills, Inc. Line Item Account 116015 03/14/2022 Inv 289163 Line Item Date Line Item Description 02/18/2022 Uniform Allowance - R. Strub Inv 289163 Total Inv 289229 Line Item Date Line Item Description 02/19/2022 Uniform Allowance - New Hire K. Tracy Inv 289229 Total Inv 289446 Line Item Date Line Item Description 02/23/2022 Uniform Allowance - C. Boehme Inv 289446 Total 116015 Total: Line Item Account 101-420-4300-000 Line Item Account 101-432-4300-000 Line Item Account 101-420-4410-000 Line Item Account 101-420-4370-000 Line Item Account 101-420-4370-000 Line Item Account 101-420-4370-000 2,225.65 176.13 176.13 225.00 225.00 19,681.00 19,681.00 20,082.13 314.65 314.65 225.00 225.00 39.99 39.99 579.64 AP -Check Detail (3/9/2022 - 9:18 AM) Page 3 Check Number Check Date Amount 54 - Aspen Mills, Inc. Total: 60 - Avon Business Forms & Promotions Line Item Account 116016 03/14/2022 Inv 3666 Line Item Date Line Item Description 01/04/2022 500 Correction Notices Inv 3666 Total 116016 Total: 60 - Avon Business Forms & Promotions Total: 1547 - Baker Tilly Municipal Advisors, LLC Line Item Account 116017 03/14/2022 Inv BTMA13398 Line Item Date Line Item Description 03/02/2022 Services rendered in connection to American Rescue Plan funds Inv BTMA13398 Total Inv BTXIA13418 Line Item Date Line Item Description 03/04/2022 Lyngblomsten TIF Inv BTMA13418 Total 116017 Total: 1547 - Baker Tilly Municipal Advisors, LLC Total: 85 - Bluetarp Financial, Inc. Line Item Account 116018 03/14/2022 Inv 217672 Line Item Date Line Item Description 02/17/2022 Pneumatic roller seat & socket sets Inv 217672 Total Inv 82570 Line Item Date Line Item Description 01/14/2022 Exchanged transfer pump for smaller model Inv 82570 Total 116018 Total: Line Item Account 101-422-4200-000 Line Item Account 101-415-4300-000 Line Item Account 801-000-2363-103 Line Item Account 101-430-4240-000 Line Item Account 101-431-4240-000 579.64 257.29 257.29 257.29 257.29 865.63 865.63 3,199.58 3,199.58 4,065.21 4,065.21 128.97 128.97 -54.03 -54.03 74.94 AP -Check Detail (3/9/2022 - 9:18 AM) Page 4 Check Number Check Date Amount 85 - Bluetarp Financial, Inc. Total: 100 - Bureau of Criminal Apprehension Line Item Account 116019 03/14/2022 Inv 3/1/2022 Line Item Date Line Item Description 03/01/2022 PT Firefighter background check Inv 3/l/2022 Total 116019 Total: 116020 03/14/2022 Inv 3/1/2022 Line Item Date Line Item Description 03/01/2022 PT Firefighter background check Inv 3/1/2022 Total 116020 Total: 116021 03/14/2022 Inv 3/l/2022 Line Item Date Line Item Description 03/01/2022 PT Firefighter background check Inv 3/l/2022 Total 116021 Total: 116022 03/14/2022 Inv 3/l/2022 Line Item Date Line Item Description 03/01/2022 PT Firefighter background check Inv 3/l/2022 Total 116022 Total: 116023 03/14/2022 Inv 3/l/2022 Line Item Date Line Item Description 03/01/2022 PT Firefighter background check Inv 3/l/2022 Total Line Item Account 101-421-4410-000 Line Item Account 101-421-4410-000 Line Item Account 101-421-4410-000 Line Item Account 101-421-4410-000 Line Item Account 101-421-4410-000 74.94 33.25 33.25 33.25 33.25 33.25 33.25 33.25 33.25 33.25 33.25 33.25 33.25 33.25 33.25 AP -Check Detail (3/9/2022 - 9:18 AM) Page 5 Check Number Check Date Amount 116023 Total: 116024 03/14/2022 Inv 3/3/2022 Line Item Date Line Item Description 03/03/2022 PT Firefighter background check Inv 3/3/2022 Total 116024 Total: 116025 03/14/2022 Inv 3/4/2022 Line Item Date Line Item Description 03/04/2022 PT Firefighter background check Inv 3/4/2022 Total 116025 Total: 116026 03/14/2022 Inv 3/4/2022 Line Item Date Line Item Description 03/04/2022 PT Firefighter background check Inv 3/4/2022 Total 116026 Total: 116027 03/14/2022 Inv 3/4/2022 Line Item Date Line Item Description 03/04/2022 PT Firefighter background check Inv 3/4/2022 Total 116027 Total: 116028 03/14/2022 Inv 3/4/2022 Line Item Date Line Item Description 03/04/2022 PT Firefighter background check Inv 3/4/2022 Total 116028 Total: 116029 03/14/2022 Line Item Account 101-421-4410-000 Line Item Account 101-421-4410-000 Line Item Account 101-421-4410-000 Line Item Account 101-421-4410-000 Line Item Account 101-421-4410-000 33.25 33.25 33.25 33.25 33.25 33.25 33.25 33.25 33.25 33.25 33.25 33.25 33.25 33.25 33.25 33.25 AP -Check Detail (3/9/2022 - 9:18 AM) Page 6 Check Number Check Date Amount Inv 3/4/2022 Line Item Date Line Item Description Line Item Account 03/04/2022 PT Firefighter background check 101-421-4410-000 33.25 Inv 3/4/2022 Total 33.25 116029 Total: 33.25 116030 03/14/2022 Inv 3/4/2022 Line Item Date Line Item Description Line Item Account 03/04/2022 PT Firefighter background check 101-421-4410-000 33.25 Inv 3/4/2022 Total 33.25 116030 Total: 33.25 100 - Bureau of Criminal Apprehension Total: 399.00 1163 - Cargill, Inc. Line Item Account 116031 03/14/2022 Inv 2906940733 Line Item Date Line Item Description Line Item Account 02/23/2022 Deicer - 113,460 LB 101-430-4228-000 6,338.45 Inv 2906940733 Total 6,338.45 116031 Total: 6,338.45 1163 - Cargill, Inc. Total: 6,338.45 1843 - Centennial Lakes Police Department Line Item Account 116032 03/14/2022 Inv Q4 2021 Line Item Date Line Item Description Line Item Account 12/31/2021 Q4 2021 TZD Grant 101-000-2080-000 2,133.69 Inv Q4 2021 Total 2,133.69 116032 Total: 2,133.69 1843 - Centennial Lakes Police Department Total: 2,133.69 116 - CenterPoint Energy Line Item Account 116033 03/14/2022 AP -Check Detail (3/9/2022 - 9:18 AM) Page 7 Check Number Check Date Amount Inv February 2022 Line Item Date Line Item Description Line Item Account 02/28/2022 Natural Gas 101-432-4383-500 2,132.64 02/28/2022 Natural Gas 602-495-4383-000 131.05 02/28/2022 Natural Gas 101-450-4383-000 239.92 02/28/2022 Natural Gas 101-432-4383-502 1,433.56 02/28/2022 Natural Gas 601-494-4383-000 571.68 02/28/2022 Natural Gas 101-432-4383-501 920.48 Inv February 2022 Total 5,429.33 116033 Total: 5,429.33 116 - CenterPoint Energy "Total: 5,429.33 121- CenturyLink Line Item Account 101-432-4321-503 116034 03/14/2022 Inv 6517843659805 Line Item Date Line Item Description Line Item Account 02/10/2022 Phone & Internet Services 101-432-4321-503 60.22 Inv 6517843659805 Total 60.22 Inv 7637869015785 Line Item Date Line Item Description Line Item Account 02/10/2022 Phone & Internet Services 202-451-4321-000 68.06 Inv 7637869015785 Total 68.06 116034 Total: 128.28 121 - CenturyLink Total: 128.28 1842 - City of Anoka Line Item Account 116035 03/14/2022 Inv Q4 2021 Line Item Date Line Item Description Line Item Account 12/31/2021 Q4 2021 TZD Grant 101-000-2080-000 767.37 Inv Q4 2021 Total 767.37 116035 Total: 767.37 1842 - City of Anoka Total: 767.37 129 - City of Blaine Line Item Account 116036 03/14/2022 AP -Check Detail (3/9/2022 - 9:18 AM) Page 8 Check Number Check Date Amount Inv Q4 2021 Line Item Date Line Item Description Line Item Account 12/31/2021 Q4 2021 TZD Grant 101-000-2080-000 2,827.71 Inv Q4 2021 Total 2,827.71 116036 Total: 2,827.71 129 - City of Blaine Total: 2,827.71 1848 - City of Columbia Heights Line Item Account 116037 03/14/2022 Inv Q4 2021 Line Item Date Line Item Description Line Item Account 12/31/2021 Q4 2021 TZD Grant 101-000-2080-000 758.60 Inv Q4 2021 Total 758.60 116037 Total: 758.60 1848 - City of Columbia Heights Total: 758.60 1845 - City of Coon Rapids Line Item Account 116038 03/14/2022 Inv Q4 2021 Line Item Date Line Item Description Line Item Account 12/31/2021 Q4 2021 TZD Grant 101-000-2080-000 3,226.34 Inv Q4 2021 Total 3,226.34 116038 Total: 3,226.34 1845 - City of Coon Rapids Total: 3,226.34 132 - City of Fridley Line Item Account 116039 03/14/2022 Inv Q4 2021 Line Item Date Line Item Description Line Item Account 12/31/2021 Q4 2021 TZD Grant 101-000-2080-000 1,786.95 Inv Q4 2021 Total 1,786.95 116039 Total: 1,786.95 132 - City of Fridley Total: 1,786.95 AP -Check Detail (3/9/2022 - 9:18 AM) Page 9 Check Number Check Date Amount 1844 - City of Ramsey Line Item Account 116040 03/14/2022 Inv Q4 2021 Line Item Date Line Item Description 12/31/2021 Q4 2021 TZD Grant Inv Q4 2021 Total 116040 Total: 1844 - City of Ramsey Total: 136 - City of Roseville Line Item Account 116041 03/14/2022 Inv 0230734 Line Item Date Line Item Description 02/24/2022 NetMotion License - L. Lamey Inv 0230734 Total Inv 0230754 Line Item Date Line Item Description 03/01/2022 March IT Services 03/01/2022 March IT Services 03/01/2022 March IT Services 03/01/2022 March IT Services Inv 0230754 Total 116041 Total: 136 - City of Roseville Total: 1847 - City of St. Francis Line Item Account 116042 03/14/2022 Inv Q4 2021 Line Item Date Line Item Description 12/31/2021 Q4 2021 TZD Grant Inv Q4 2021 Total 116042 Total: 1847 - City of St. Francis Total: 1815 - CivicPlus Line Item Account 116043 03/14/2022 Line Item Account 101-000-2080-000 1,827.20 1,827.20 1,827.20 1,827.20 Line Item Account 202-451-4310-000 273.00 273.00 Line Item Account 101-407-4310-000 14,030.73 603-496-4310-000 712.61 602-495-4310-000 1,781.52 601-494-4310-000 1,781.52 18,306.38 18,579.38 18,579.38 Line Item Account 101-000-2080-000 673.27 673.27 673.27 673.27 AP -Check Detail (3/9/2022 - 9:18 AM) Page 10 Check Number Check Date Amount Inv 222291 Line Item Date Line Item Description Line Item Account 02/24/2022 GIS Integration 202-451-4300-301 2,625.00 Inv 222291 Total 2,625.00 116043 Total: 2,625.00 1815 - CivicPlus Total: 2,625.00 1851 - Commercial Partners Title, LLC Line Item Account 116044 03/14/2022 Inv 3/7/2022 Line Item Date Line Item Description Line Item Account 03/07/2022 Lyngblomsten TIF Pooling 411-499-4410-000 344,000.00 Inv 3/7/2022 Total 344,000.00 116044 Total: 344,000.00 1851- Commercial Partners Title, LLC Total: 344,000.00 149 - Connexus Energy Line Item Account 116045 03/14/2022 Inv February 2022 Line Item Date Line Item Description Line Item Account 02/25/2022 Electric 602-495-4381-000 772.28 02/25/2022 Electric 101-432-4381-500 1,147.90 02/25/2022 Electric 101-420-4381-000 30.35 02/25/2022 Electric 601-494-4381-000 733.65 02/25/2022 Electric 101-430-4385-000 1,632.67 02/25/2022 Electric 101-450-4381-000 66.20 Inv February 2022 Total 4,383.05 116045 Total: 4,383.05 149 - Connexus Energy Total: 4,383.05 157 - Crown Marking, Inc. Line Item Account 116046 03/14/2022 Inv OE-84551 Line Item Date Line Item Description Line Item Account 02/24/2022 Name Plate - B. LaCroix 101-432-4200-000 23.50 Inv OE-84551 Total 23.50 AP -Check Detail (3/9/2022 - 9:18 AM) Page 11 Check Number Check Date Amount 116046 Total: 23.50 157 - Crown Marking, Inc. Total: 23.50 167 - Dalco, Inc. Line Item Account 116047 03/14/2022 Inv 3898655 Line Item Date Line Item Description Line Item Account 02/18/2022 Sanitary liner 101-432-4211-000 28.00 Inv 3898655 Total 28.00 116047 Total: 28.00 167 - Dalco, Inc. Total: 28.00 839 - Dan McMahon Photography Line Item Account 116048 03/14/2022 Inv 326 Line Item Date Line Item Description Line Item Account 02/24/2022 Council Photo - Copy 101-401-4200-000 20.00 Inv 326 Total 20.00 116048 Total: 20.00 839 - Dan McMahon Photography Total: 20.00 175 - Delta Dental of Minnesota Line Item Account 116049 03/14/2022 Inv CNS0000898144 Line Item Date Line Item Description Line Item Account 03/01/2022 Dental Insurance Premiums 101-463-4134-000 11.24 03/01/2022 Dental Insurance Premiums 101-421-4134-000 65.16 03/01/2022 Dental Insurance Premiums 601-494-4134-000 160.67 03/01/2022 Dental Insurance Premiums 101-000-2044-000 972.80 03/01/2022 Dental Insurance Premiums 101-431-4134-000 98.88 03/01/2022 Dental Insurance Premiums 101-450-4134-000 147.19 03/01/2022 Dental Insurance Premiums 101-402-4134-000 89.86 03/01/2022 Dental Insurance Premiums 101-000-2040-000 370.46 03/01/2022 Dental Insurance Premiums 101-422-4134-000 89.88 03/01/2022 Dental Insurance Premiums 202-451-4134-000 29.21 03/01/2022 Dental Insurance Premiums 101-461-4134-000 13.47 03/01/2022 Dental Insurance Premiums 101-416-4134-000 44.94 03/01/2022 Dental Insurance Premiums 101-462-4134-000 8.99 03/01/2022 Dental Insurance Premiums 101-407-4134-000 101.11 03/01/2022 Dental Insurance Premiums 101-430-4134-000 188.75 03/01/2022 Dental Insurance Premiums 101-418-4134-000 44.94 03/01/2022 Dental Insurance Premiums 101-451-4134-000 10.11 AP -Check Detail (3/9/2022 - 9:18 AM) Page 12 Check Number Check Date Amount 03/01/2022 Dental Insurance Premiums 602-495-4134-000 160.67 03/01/2022 Dental Insurance Premiums 101-420-4134-000 1,058.37 03/01/2022 Dental Insurance Premiums 603-496-4134-000 13.49 Inv CNS0000898144 Total 3,680.19 116049 Total: 3,680.19 175 - Delta Dental of Minnesota Total: 3,680.19 1811 - Dimke Excavating, Inc. Line Item Account 116050 03/14/2022 Inv 017505-000-2 Line Item Date Line Item Description Line Item Account 03/01/2022 2021 Surface Water Maintenance Project 424-499-4400-000 38,321.00 Inv 017505-000-2 Total 38,321.00 116050 Total: 38,321.00 1811- Dimke Excavating, Inc. Total: 38,321.00 187 - Earl F. Andersen Line Item Account 116051 03/14/2022 Inv 0128951-IN Line Item Date Line Item Descrirotion Line Item Account 02/24/2022 Street name signs, right only & stop 101-430-4223-000 877.10 Inv 0128951-IN Total 877.10 116051 Total: 877.10 187 - Earl F. Andersen Total: 877.10 193 - Emergency Automotive Technologies Line Item Account 116052 03/14/2022 Inv SVC29611 Line Item Date Line Item Description Line Item Account 02/15/2022 Installed external light sensor & radar #320 402-420-5000-000 524.60 Inv SVC29611 Total 524.60 116052 Total: 524.60 193 - Emergency Automotive Technologies Total: 524.60 AP -Check Detail (3/9/2022 - 9:18 AM) Page 13 Check Number Check Date Amount 1826 - Endurance Fitness of MN, LLC Line Item Account 116053 03/14/2022 Inv March 2022 Line Item Date Line Item Description Line Item Account 03/01/2022 March 2022 EF Monthly Fee 202-451-4410-000 12,500.00 Inv March 2022 Total 12,500.00 116053 Total: 12,500.00 1826 - Endurance Fitness of MN, LLC Total: 12,500.00 1493 - Erickson, Marsha Line Item Account 116054 03/14/2022 Inv 4031 Line Item Date Line Item Description Line Item Account 03/07/2022 Lino Lakes Spring 2022 Newsletter 101-401-4343-000 2,000.00 Inv 4031 Total 2,000.00 116054 Total: 2,000.00 1493 - Erickson, Marsha Total: 2,000.00 1458 - Fidelity Security Life Insurance Co. Line Item Account 101-000-2048-000 116055 03/14/2022 Inv 165183515 Line Item Date Line Item Description Line Item Account 03/01/2022 March Vision Insurance 101-000-2048-000 100.69 Inv 165183515 Total 100.69 116055 Total: 100.69 1458 - Fidelity Security Life Insurance Co. Total: 100.69 216 - First Advantage Occ. Line Item Account 116056 03/14/2022 Inv 2506452201 Line Item Date Line Item Description Line Item Account 01/31/2022 Annual Enrollment - D. Jensen, B. Olander & S. Poundstone 101-402-4300-000 102.57 Inv 2506452201 Total 102.57 116056 Total: 102.57 AP -Check Detail (3/9/2022 - 9:18 AM) Page 14 Check Number Check Date Amount 216 - First Advantage Occ. Total: 225 - Frattallone's/Circle Pines Ace Line Item Account 116057 03/14/2022 Inv 076842/G Line Item Date Line Item Description 02/18/2022 5 gallon buckets w/lids Inv 076842/G Total 116057 Total: 225 - Frattallone's/Circle Pines Ace Total: 233 - GDO Law Line Item Account 101-414-4303-000 116058 03/14/2022 Inv 7707 Line Item Date Line Item Description 12/01/2021 November Forfeitures Inv 7707 Total Inv 8399 Line Item Date Line Item Description 03/01/2022 March Prosecutor Contract Inv 8399 Total 116058 Total: 233 - GDO Law Total: 1042 - Gerten Greenhouses & Garden Center, Inc. Line Item Account 116059 03/14/2022 Inv 151261/12 Line Item Date Line Item Description 02/16/2022 Tree stump treating chemicals Inv 151261/12 Total 116059 Total: 1042 - Gerten Greenhouses & Garden Center, Inc. Total: 1264 - Hach Company Line Item Account 116060 03/14/2022 Line Item Account 202-451-4211-000 Line Item Account 101-414-4303-000 Line Item Account 101-414-4303-000 Line Item Account 101-463-4211-000 102.57 50.72 50.72 50.72 50.72 304.50 304.50 8,750.00 8,750.00 9,054.50 9,054.50 108.90 108.90 108.90 108.90 AP -Check Detail (3/9/2022 - 9:18 AM) Page 15 Check Number Check Date Amount Inv 12866973 Line Item Date Line Item Description Line Item Account 02/03/2022 Water Spectrophometer bench service & calibration 601-494-4211-000 828.00 Inv 12866973 Total 828.00 Inv 12899581 Line Item Date Line Item Description Line Item Account 02/23/2022 Reagents for sampling 601-494-4222-000 222.22 Inv 12899581 Total 222.22 116060 Total: 1,050.22 1264 - Hach Company Total: 1,050.22 264 - Hardwood Creek Lumber, Inc. Line Item Account 116061 03/14/2022 Inv 12375 Line Item Date Line Item Description Line Item Account 11/11/2021 Snowstake materials 101-430-4211-000 176.40 Inv 12375 Total 176.40 Inv 12379 Line Item Date Line Item Description Line Item Account 11/15/2021 Snowstake materials 101-430-4211-000 63.20 Inv 12379 Total 63.20 116061 Total: 239.60 264 - Hardwood Creek Lumber, Inc. Total: 239.60 271 - Hawkins, Inc. Line Item Account 116062 03/14/2022 Inv 6125574 Line Item Date Line Item Description Line Item Account 02/18/2022 150 LB Chlorine Cylinder 601-494-4222-000 90.00 Inv 6125574 Total 90.00 Inv 6128109 Line Item Date Line Item Description Line Item Account 02/18/2022 Chlorine & LPC-5 601-494-4222-000 5,369.89 Inv 6128109 Total 5,369.89 AP -Check Detail (3/9/2022 - 9:18 AM) Page 16 Check Number Check Date Amount Inv 6128181 Line Item Date Line Item Description Line Item Account 02/21/2022 Booster pump for Well #4 601-494-4211-000 1,801.95 Inv 6128181 Total 1,801.95 116062 Total: 7,261.84 271- Hawkins, Inc. Total: 7,261.84 1850 - Henry Schein, Inc. Line Item Account 116063 03/14/2022 Inv 16600576 Line Item Date Line Item Description Line Item Account 02/07/2022 Spur resuscitators & non-rebreather masks 101-420-4211-000 87.96 Inv 16600576 Total 87.96 116063 Total: 87.96 1850 - Henry Schein, Inc. Total: 87.96 1825 - Hotsy Minnesota Line Item Account 116064 03/14/2022 Inv 12209 Line Item Date Line Item Description Line Item Account 02/22/2022 Pump siphon & bulk car wash soap 101-432-4211-000 141.40 Inv 12209 Total 141.40 116064 Total: 141.40 1825 - Hotsy Minnesota Total: 141.40 304 - Hydraulics Plus & Consulting Line Item Account 116065 03/14/2022 Inv 15139 Line Item Date Line Item Description Line Item Account 02/24/2022 2 replacement hydraulic hoses #200 101-431-4221-000 209.18 Inv 15139 Total 209.18 116065 Total: 209.18 304 - Hydraulics Plus & Consulting Total: 209.18 AP -Check Detail (3/9/2022 - 9:18 AM) Page 17 Check Number Check Date Amount 306 - Image Printing & Graphics, Inc Line Item Account 116066 03/14/2022 Inv 160751 Line Item Date Line Item Description Line Item Account 02/17/2022 Business cards - J. Williams 101-432-4200-000 31.50 Inv 160751 Total 31.50 116066 Total: 31.50 306 - Image Printing & Graphics, Inc Total: 31.50 1849 - Indigo Signs Line Item Account 116007 03/04/2022 Inv DP78022 Line Item Date Line Item Description Line Item Account 03/02/2022 The Rookery Activity Center sign and installation - 50% down 202-451-4240-301 7,975.00 Inv DP78022 Total 7,975.00 116007 Total: 7,975.00 1849 - Indigo Signs Total: 7,975.00 312 - International Union Line Item Account 101-000-2040-000 116008 03/04/2022 Inv Line Item Date Line Item Description Line Item Account 03/02/2022 PR Batch 00002.03.2022 Union Dues 49ers 101-000-2040-000 525.00 Inv Total 525.00 116008 Total: 525.00 312 - International Union Total: 525.00 314 - Intoximeters, Inc. Line Item Account 116067 03/14/2022 Inv 701801 Line Item Date Line Item Description Line Item Account 02/24/2022 Mouthpieces 101-420-4211-000 46.00 Inv 701801 Total 46.00 116067 Total: 46.00 AP -Check Detail (3/9/2022 - 9:18 AM) Page 18 Check Number Check Date Amount 314 - Intoximeters, Inc. Total: 359 - Landform Line Item Account 116068 03/14/2022 Inv 32601 Line Item Date Line Item Description 02/14/2022 Zoning Ordinance & Map Update Inv 32601 Total 116068 Total: 359 - Landform Total: 1224 - Lano Equipment Line Item Account 116069 03/14/2022 Inv 02-894450 Line Item Date Line Item Description 02/18/2022 Stock filter & oil Inv 02-894450 Total 116069 Total: 1224 - Lano Equipment Total: 365 - Law Enforcement Labor Services Line Item Account 101-000-2040-000 116009 03/04/2022 Inv Line Item Date Line Item Description 03/02/2022 PR Batch 00002.03.2022 Union Dues LELS Inv Total 116009 Total: 365 - Law Enforcement Labor Services Total: 394 - Macqueen Equipment, Inc. Line Item Account 116070 03/14/2022 Inv P01803 Line Item Date Line Item Description 02/25/2022 4 sets of structural firefighting turn out gear Inv P01803 Total Line Item Account 484-499-4300-000 Line Item Account 101-431-4221-000 Line Item Account 101-000-2040-000 Line Item Account 101-421-4370-000 46.00 9,230.00 9,230.00 9,230.00 9,230.00 195.28 195.28 195.28 195.28 1,495.00 1,495.00 1,495.00 1,495.00 13,876.89 13,876.89 AP -Check Detail (3/9/2022 - 9:18 AM) Page 19 Check Number Check Date Amount 116070 Total: 13,876.89 394 - Macqueen Equipment, Inc. Total: 13,876.89 416 - Medica Line Item Account 116071 03/14/2022 Inv 253136643646 Line Item Date Line Item Description Line Item Account 02/12/2022 Health Insurance Premiums 602-495-4131-000 1,972.84 02/12/2022 Health Insurance Premiums 101-430-4131-000 2,460.61 02/12/2022 Health Insurance Premiums 101-000-2041-000 8,364.90 02/12/2022 Health Insurance Premiums 101-451-4131-000 148.10 02/12/2022 Health Insurance Premiums 101-416-4131-000 570.72 02/12/2022 Health Insurance Premiums 202-451-4131-000 177.72 02/12/2022 Health Insurance Premiums 101-463-4131-000 142.68 02/12/2022 Health Insurance Premiums 101-402-4131-000 570.73 02/12/2022 Health Insurance Premiums 101-431-4131-000 1,933.24 02/12/2022 Health Insurance Premiums 101-461-4131-000 171.22 02/12/2022 Health Insurance Premiums 101-000-2040-000 1,690.72 02/12/2022 Health Insurance Premiums 101-420-4131-000 18,457.34 02/12/2022 Health Insurance Premiums 603-496-4131-000 142.68 02/12/2022 Health Insurance Premiums 101-421-4131-000 1,451.64 02/12/2022 Health Insurance Premiums 101-407-4131-000 2,206.76 02/12/2022 Health Insurance Premiums 101-450-4131-000 1,289.56 02/12/2022 Health Insurance Premiums 101-418-4131-000 570.73 02/12/2022 Health Insurance Premiums 101-462-4131-000 114.15 02/12/2022 Health Insurance Premiums 601-494-4131-000 1,972.85 02/12/2022 Health Insurance Premiums 101-422-4131-000 2,375.70 Inv 253136643646 Total 46,784.89 116071 Total: 46,784.89 416 - Medica Total: 46,784.89 418 - Menards - Forest Lake Line Item Account 116072 03/14/2022 Inv 79371 Line Item Date Line Item Description Line Item Account 02/15/2022 Cedar lumber for mailbox repair 101-430-4211-000 66.42 Inv 79371 Total 66.42 Inv 79470 Line Item Date Line Item Description Line Item Account 02/16/2022 Pro gas cylinder & flint striker 602-495-4211-000 27.44 02/16/2022 Pro gas cylinder & flint striker 601-494-4211-000 27.43 Inv 79470 Total 54.87 AP -Check Detail (3/9/2022 - 9:18 AM) Page 20 Check Number Check Date Amount Inv 79807 Line Item Date Line Item Description Line Item Account 02/22/2022 Screws & plumbing supplies 601-494-4211-000 36.86 Inv 79807 Total 36.86 Inv 80143 Line Item Date Line Item Description Line Item Account 02/28/2022 Supplies for shop heaters 101-432-4211-500 149.92 Inv 80143 Total 149.92 116072 Total: 308.07 418 - Menards - Forest Lake Total: 308.07 1169 - Meridian Energy Products Line Item Account 116073 03/14/2022 Inv 2202281 Line Item Date Line Item Description Line Item Account 02/28/2022 Upgrade to LED lighting in kids room & hallways 202-451-4300-301 4,886.00 Inv 2202281 Total 4,886.00 Inv 2203012 Line Item Date Line Item Description Line Item Account 03/01/2022 Remove 120V outlets at Rookery near entry door 202-451-4300-301 175.00 Inv 2203012 Total 175.00 116073 Total: 5,061.00 1169 - Meridian Energy Products Total: 5,061.00 423 - Met Council Environmental Services Line Item Account 602-495-4405-000 116074 03/14/2022 Inv 0001136587 Line Item Date Line Item Description Line Item Account 03/02/2022 April Waste Water Services 602-495-4405-000 90,644.91 Inv 0001136587 Total 90,644.91 116074 Total: 90,644.91 423 - Met Council Environmental Services Total: 90,644.91 420 - Met Council Environmental Services (SAC) Line Item Account AP -Check Detail (3/9/2022 - 9:18 AM) Page 21 Check Number Check Date Amount 116075 03/14/2022 Inv 2/28/2022 Line Item Date Line Item Description Line Item Account 02/28/2022 February 2022 SAC 101-000-3414-000 -273.35 02/28/2022 February 2022 SAC 101-000-2120-000 27,335.00 Inv 2/28/2022 Total 27,061.65 116075 Total: 27,061.65 420 - Met Council Environmental Services (SAC) Total: 27,061.65 421 - Metro Sales Incorporated Line Item Account 116076 03/14/2022 Inv INV1989235 Line Item Date Line Item Description Line Item Account 02/16/2022 Copier Maintenance Contract Ricoh/MP C307 Color Copier 101-432-4410-500 95.02 Inv INVI989235 Total 95.02 116076 Total: 95.02 421- Metro Sales Incorporated Total: 95.02 422 - Metropolitan Area Management Association Line Item Account 116077 03/14/2022 Inv 1073 Line Item Date Line Item Description Line Item Account 02/11/2022 February MAMA Meeting - Legislature Update 101-402-4330-000 25.00 Inv 1073 Total 25.00 116077 Total: 25.00 422 - Metropolitan Area Management Association Total: 25.00 1722 - Minnesota Fire Service Certification Board Line Item Account 116078 03/14/2022 Inv 9697 Line Item Date Line Item Description Line Item Account 02/16/2022 Fire Officer I Exam - D. Riley 101-421-4300-000 120.00 Inv 9697 Total 120.00 116078 Total: 120.00 AP -Check Detail (3/9/2022 - 9:18 AM) Page 22 Check Number Check Date Amount 1722 - Minnesota Fire Service Certification Board Total: 1726 - Minnesota Society of CPAs Line Item Account 116079 03/14/2022 Inv 307144 Line Item Date Line Item Description 01/18/2022 CPA Membership - S. Cotton Inv 307144 Total 116079 Total: 1726 - Minnesota Society of CPAs Total: 477 - NAC Mechanical & Electrical Line Item Account 116080 03/14/2022 Inv 194686 Line Item Date Line Item Description 02/14/2022 Replace ignitor's and flame sensors at Well #5 & Fire Station 2 02/14/2022 Replace ignitor's and flame sensors at Well #5 & Fire Station 2 Inv 194686 Total Inv 194688 Line Item Date Line Item Description 02/14/2022 Replaced leaking fitting in childcare Inv 194688 Total 116080 Total: 477 - NAC Mechanical & Electrical Total: 479 - Nardini Fire Equipment Co Line Item Account 116081 03/14/2022 Inv IV00198014 Line Item Date Line Item Description 02/17/2022 Recharge fire extinguisher & inspection Inv IV00198014 Total 116081 Total: 479 - Nardini Fire Equipment Co Total: 1841 - Northdale Construction Company, Inc. Line Item Account 116082 03/14/2022 Line Item Account 101-402-4452-000 Line Item Account 601-494-4300-000 101-432-4300-502 Line Item Account 101-432-4300-503 Line Item Account 101-432-4300-503 120.00 340.00 340.00 340.00 340.00 211.00 211.00 422.00 841.68 841.68 1,263.68 1,263.68 79.50 79.50 79.50 79.50 AP -Check Detail (3/9/2022 - 9:18 AM) Page 23 Check Number Check Date Amount Inv 012065-000-1 Line Item Date Line Item Description Line Item Account 02/15/2022 49 & J Lift Station, Sewer & Water Extension 406-499-4400-123 34,771.61 Inv 012065-000-1 Total 34,771.61 116082 Total: 34,771.61 1841- Northdale Construction Company, Inc. Total: 34,771.61 1450 - Occupational Health Centers of MIN, P.C. Line Item Account 116083 03/14/2022 Inv 103516436 Line Item Date Line Item Description Line Item Account 02/03/2022 New Hire Testing 101-402-4300-000 240.00 Inv 103516436 Total 240.00 116083 Total: 240.00 1450 - Occupational Health Centers of MIN, P.C. Total: 240.00 509 - O'Reilly Automotive Stores Line Item Account 116084 03/14/2022 Inv 5914-191434 Line Item Date Line Item Description Line Item Account 02/16/2022 Stock Filters 101-431-4221-000 145.75 Inv 5914-191434 Total 145.75 116084 Total: 145.75 509 - O'Reilly Automotive Stores Total: 145.75 552 - Press Publications, Inc. Line Item Account 116085 03/14/2022 Inv 725510 Line Item Date Line Item Description Line Item Account 02/16/2022 AFB - Rookery 202-451-4340-301 256.00 Inv 725510 Total 256.00 116085 Total: 256.00 552 - Press Publications, Inc. Total: 256.00 AP -Check Detail (3/9/2022 - 9:18 AM) Page 24 Check Number Check Date Amount 573 - Rice Creek Watershed District Line Item Account 116086 03/14/2022 Inv 2022-06 Line Item Date Line Item Description Line Item Account 02/22/2022 Anoka County Ditch 53-62 Water Management District Charge 603-496-4382-000 161.57 Inv 2022-06 Total 161.57 116086 Total: 161.57 573 - Rice Creek Watershed District Total: 161.57 587 - Safe -Fast, Inc. Line Item Account 116087 03/14/2022 Inv INV256927 Line Item Date Line Item Description Line Item Account 02/08/2022 Uniform Allowance - D. Jensen 101-450-4370-000 70.90 Inv INV256927 Total 70.90 Inv INV257172 Line Item Date Line Item Description Line Item Account 02/14/2022 Uniform Allowance - C. Miller 101-430-4370-000 49.95 Inv INV257172 Total 49.95 Inv INV257173 Line Item Date Line Item Description Line Item Account 02/14/2022 Uniform Allowance - T. Paulno 601-494-4370-000 30.99 02/14/2022 Uniform Allowance - T. Paulno 602-495-4370-000 31.00 Inv INV257173 Total 61.99 116087 Total: 182.84 587 - Safe -Fast, Inc. Total: 192.84 1578 - Springbrook Holding Company, LLC Line Item Account 116088 03/14/2022 Inv INV-008633 Line Item Date Line Item Description Line Item Account 03/04/2022 February Civic Pay Credit Card Fees 603-496-4345-000 268.68 03/04/2022 February Civic Pay Credit Card Fees 602-495-4345-000 268.66 03/04/2022 February Civic Pay Credit Card Fees 601-494-4345-000 268.66 03/04/2022 February Civic Pay Credit Card Fees 101-407-4345-000 0.50 Inv INV-008633 Total 806.50 AP -Check Detail (3/9/2022 - 9:18 AM) Page 25 Check Number Check Date Amount 116088 Total: 1578 - Springbrook Holding Company, LLC Total: 1840 - Standard Insurance Company Line Item Account 116089 03/14/2022 Inv January 2022 806.50 806.50 Line Item Date Line Item Description Line Item Account 01/01/2022 Life Insurance Premiums 101-420-4133-000 35.68 01/01/2022 Life Insurance Premiums 101-000-3730-000 0.14 01/01/2022 Disability Insurance Premiums 101-451-4133-000 3.61 01/01/2022 Disability Insurance Premiums 101-463-4133-000 4.31 01/01/2022 Disability Insurance Premiums 101-462-4133-000 3.45 01/01/2022 Disability Insurance Premiums 101-402-4133-000 87.74 01/01/2022 Life Insurance Premiums 101-450-4133-000 5.35 01/01/2022 Disability Insurance Premiums 101-418-4133-000 26.18 01/01/2022 Life Insurance Premiums 602-495-4133-000 3.42 01/01/2022 Disability Insurance Premiums 101-420-4133-000 511.14 01/01/2022 Disability Insurance Premiums 202-451-4133-000 12.25 01/01/2022 Disability Insurance Premiums 101-407-4133-000 49.35 01/01/2022 Life Insurance Premiums 101-461-4133-000 0.38 01/01/2022 Life Insurance Premiums 202-451-4133-000 0.82 01/01/2022 Life Insurance Premiums 101-451-4133-000 0.29 01/01/2022 Disability Insurance Premiums 602-495-4133-000 40.93 01/01/2022 Disability Insurance Premiums 101-416-4133-000 19.80 01/01/2022 Life Insurance Premiums 601-494-4133-000 3.46 01/01/2022 Life Insurance Premiums 101-402-4133-000 6.25 01/01/2022 Life Insurance Premiums 101-463-4133-000 0.31 01/01/2022 Disability Insurance Premiums 603-496-4133-000 13.04 01/01/2022 Life Insurance Premiums 101-462-4133-000 0.25 01/01/2022 Disability Insurance Premiums 601-494-4133-000 40.97 01/01/2022 Disability Insurance Premiums 101-430-4133-000 84.55 01/01/2022 Disability Insurance Premiums 101-422-4133-000 57.12 01/01/2022 Life Insurance Premiums 101-418-4133-000 2.11 01/01/2022 Life Insurance Premiums 101-407-4133-000 3.88 01/01/2022 Disability Insurance Premiums 101-431-4133-000 31.38 01/01/2022 Disability Insurance Premiums 101-450-4133-000 64.71 01/01/2022 Disability Insurance Premiums 101-461-4133-000 5.16 01/01/2022 Life Insurance Premiums 603-496-4133-000 0.88 01/01/2022 Life Insurance Premiums 101-430-4133-000 7.35 01/01/2022 Life Insurance Premiums 101-421-4133-000 2.45 01/01/2022 Life Insurance Premiums 101-422-4133-000 4.37 01/01/2022 Life Insurance Premiums 101-000-2040-000 1,346.80 01/01/2022 Life Insurance Premiums 101-416-4133-000 1.25 01/01/2022 Disability Insurance Premiums 101-421-4133-000 37.62 01/01/2022 Life Insurance Premiums 101-431-4133-000 2.75 Inv January 2022 Total 2,521.50 116089 Total: 116090 03/14/2022 2,521.50 AP -Check Detail (3/9/2022 - 9:18 AM) Page 26 Check Number Check Date Amount Inv February 2022 Line Item Date Line Item Description Line Item Account 02/01/2022 Disability Insurance Premiums 601-494-4133-000 40.97 02/01/2022 Disability Insurance Premiums 101-418-4133-000 26.18 02/01/2022 Disability Insurance Premiums 101-450-4133-000 64.71 02/01/2022 Life Insurance Premiums 101-463-4133-000 0.31 02/01/2022 Life Insurance Premiums 101-402-4133-000 6.25 02/01/2022 Life Insurance Premiums 602-495-4133-000 3.42 02/01/2022 Life Insurance Premiums 101-431-4133-000 2.75 02/01/2022 Life Insurance Premiums 101-000-2040-000 1,346.80 02/01/2022 Disability Insurance Premiums 603-496-4133-000 13.04 02/01/2022 Life Insurance Premiums 101-462-4133-000 0.25 02/01/2022 Disability Insurance Premiums 101-462-4133-000 3.45 02/01/2022 Life Insurance Premiums 101-421-4133-000 2.45 02/01/2022 Life Insurance Premiums 601-494-4133-000 3.46 02/01/2022 Life Insurance Premiums 101-461-4133-000 0.38 02/01/2022 Disability Insurance Premiums 101-461-4133-000 5.16 02/01/2022 Disability Insurance Premiums 101-430-4133-000 84.55 02/01/2022 Life Insurance Premiums 101-430-4133-000 7.35 02/01/2022 Life Insurance Premiums 101-407-4133-000 3.88 02/01/2022 Life Insurance Premiums 101-422-4133-000 4.37 02/01/2022 Disability Insurance Premiums 202-451-4133-000 12.25 02/01/2022 Life Insurance Premiums 101-451-4133-000 0.29 02/01/2022 Life Insurance Premiums 101-420-4133-000 35.68 02/01/2022 Disability Insurance Premiums 101-422-4133-000 57.12 02/01/2022 Disability Insurance Premiums 602-495-4133-000 40.93 02/01/2022 Disability Insurance Premiums 101-402-4133-000 87.74 02/01/2022 Life Insurance Premiums 101-000-3730-000 0.14 02/01/2022 Disability Insurance Premiums 101-420-4133-000 511.14 02/01/2022 Disability Insurance Premiums 101-421-4133-000 37.62 02/01/2022 Life Insurance Premiums 202-451-4133-000 0.82 02/01/2022 Disability Insurance Premiums 101-416-4133-000 19.80 02/01/2022 Disability Insurance Premiums 101-431-4133-000 31.38 02/01/2022 Disability Insurance Premiums 101-407-4133-000 49.35 02/01/2022 Disability Insurance Premiums 101-463-4133-000 4.31 02/01/2022 Life Insurance Premiums 603-496-4133-000 0.88 02/01/2022 Life Insurance Premiums 101-450-4133-000 5.35 02/01/2022 Life Insurance Premiums 101-416-4133-000 1.25 02/01/2022 Life Insurance Premiums 101-418-4133-000 2.11 02/01/2022 Disability Insurance Premiums 101-451-4133-000 3.61 Inv February 2022 Total 2,521.50 116090 Total: 2,521.50 116091 03/14/2022 Inv March 2022 Line Item Date Line Item Description Line Item Account 03/01/2022 Life Insurance Premiums 601-494-4133-000 3.14 03/01/2022 Disability Insurance Premiums 603-496-4133-000 14.91 03/01/2022 Disability Insurance Premiums 101-461-4133-000 5.16 03/01/2022 Disability Insurance Premiums 202-451-4133-000 12.25 03/01/2022 Life Insurance Premiums 101-420-4133-000 35.68 03/01/2022 Life Insurance Premiums 101-431-4133-000 3.00 03/01/2022 Life Insurance Premiums 101-000-3730-000 0.14 AP -Check Detail (3/9/2022 - 9:18 AM) Page 27 Check Number Check Date Amount 03/01/2022 Disability Insurance Premiums 101-450-4133-000 64.71 03/01/2022 Disability Insurance Premiums 601-494-4133-000 36.29 03/01/2022 Life Insurance Premiums 101-462-4133-000 0.25 03/01/2022 Disability Insurance Premiums 101-431-4133-000 35.12 03/01/2022 Life Insurance Premiums 602-495-4133-000 3.11 03/01/2022 Disability Insurance Premiums 101-463-4133-000 4.31 03/01/2022 Disability Insurance Premiums 602-495-4133-000 36.26 03/01/2022 Life Insurance Premiums 101-416-4133-000 1.25 03/01/2022 Life Insurance Premiums 101-407-4133-000 3.88 03/01/2022 Disability Insurance Premiums 101-407-4133-000 49.35 03/01/2022 Life Insurance Premiums 202-451-4133-000 0.82 03/01/2022 Life Insurance Premiums 101-422-4133-000 3.75 03/01/2022 Life Insurance Premiums 603-496-4133-000 1.01 03/01/2022 Disability Insurance Premiums 101-402-4133-000 87.74 03/01/2022 Life Insurance Premiums 101-451-4133-000 0.29 03/01/2022 Life Insurance Premiums 101-430-4133-000 7.60 03/01/2022 Disability Insurance Premiums 101-418-4133-000 26.18 03/01/2022 Disability Insurance Premiums 101-421-4133-000 46.23 03/01/2022 Life Insurance Premiums 101-000-2040-000 1,346.80 03/01/2022 Life Insurance Premiums 101-402-4133-000 6.25 03/01/2022 Life Insurance Premiums 101-418-4133-000 2.11 03/01/2022 Life Insurance Premiums 101-450-4133-000 5.35 03/01/2022 Disability Insurance Premiums 101-422-4133-000 48.51 03/01/2022 Life Insurance Premiums 101-421-4133-000 3.07 03/01/2022 Disability Insurance Premiums 101-420-4133-000 511.14 03/01/2022 Disability Insurance Premiums 101-451-4133-000 3.61 03/01/2022 Disability Insurance Premiums 101-462-4133-000 3.45 03/01/2022 Disability Insurance Premiums 101-430-4133-000 88.29 03/01/2022 Disability Insurance Premiums 101-416-4133-000 19.80 03/01/2022 Life Insurance Premiums 101-461-4133-000 0.38 03/01/2022 Life Insurance Premiums 101-463-4133-000 0.31 Inv March 2022 Total 116091 Total: 1840 - Standard Insurance Company Total: 686 - U.S. Bank Line Item Account 116092 03/14/2022 Inv 6439867 Line Item Date 02/25/2022 Inv 6439867 Total 116092 Total: 686 - U.S. Bank Total: Line Item Description 2007A Paying Agent Fee 688 - ULine Line Item Account 116093 03/14/2022 2,521.50 2,521.50 7,564.50 Line Item Account 332-470-6030-000 500.00 500.00 500.00 500.00 AP -Check Detail (3/9/2022 - 9:18 AM) Page 28 Check Number Check Date Amount Inv 145166768 Line Item Date Line Item Description Line Item Account 02/16/2022 Storage racks 202-451-4211-301 780.08 Inv 145166768 Total 780.08 116093 Total: 780.08 688 - ULine Total: 780.08 693 - Upper Cut Tree Service Line Item Account 116094 03/14/2022 Inv 5242 Line Item Date Line Item Description Line Item Account 02/28/2022 Tree Removal - 171 Elm St 101-463-4410-000 3,200.00 Inv 5242 Total 3,200.00 116094 Total: 3,200.00 693 - Upper Cut Tree Service Total: 3,200.00 695 - UPS/United Parcel Service Line Item Account 116095 03/14/2022 Inv 0000A91R28092 Line Item Date Line Item Description Line Item Account 02/26/2022 Postage 101-420-4322-000 180.21 Inv 0000A91R28092 Total 180.21 116095 Total: 180.21 695 - UPS/United Parcel Service Total: 180.21 729 - Winnick Supply, Inc. Line Item Account 116096 03/14/2022 Inv 448789 Line Item Date Line Item Description Line Item Account 02/22/2022 Well #6 Faucet 601-494-4211-000 514.41 Inv 448789 Total 514.41 116096 Total: 514.41 729 - Winnick Supply, Inc. Total: 514.41 AP -Check Detail (3/9/2022 - 9:18 AM) Page 29 Check Number Check Date Amount 733 - WSB & Associates, Inc. Line Item Account 116097 03/14/2022 Inv R-011406-000-22 Line Item Date Line Item Description Line Item Account 02/23/2022 January Natures Refuge M&I 801-000-2300-000 2,322.00 Inv R-011406-000-22 Total 2,322.00 Inv R-012065-000-27 Line Item Date Line Item Description Line Item Account 02/23/2022 January 49 & J Lift Station, Sewer and Water Extension 406-499-4304-123 1,588.00 Inv R-012065-000-27 Total 1,588.00 Inv R-012365-000-36 Line Item Date Line Item Description Line Item Account 02/23/2022 January Lyngblomsten Senior Housing Site Study 801-000-2363-102 2,004.00 Inv R-012365-000-36 Total 2,004.00 Inv R-014757-000-26 Line Item Date Line Item Description Line Item Account 02/23/2022 January Watermark 2ndAddition 801-000-2388-102 286.00 Inv R-014757-000-26 Total 296.00 Inv R-015306-000-26 Line Item Date Line Item Description Line Item Account 02/23/2022 January Nadeau Acres 801-000-2338-102 286.00 Inv R-015306-000-26 Total 286.00 Inv R-015628-000-23 Line Item Date Line Item Description Line Item Account 02/23/2022 January Watermark 3rd Addition 801-000-2355-102 786.50 Inv R-015628-000-23 Total 786.50 Inv R-016587-000-13 Line Item Date Line Item Description Line Item Account 02/23/2022 January Otter Crossing 801-000-2321-102 382.00 Inv R-016587-000-13 Total 382.00 Inv R-016591-000-16 Line Item Date Line Item Description Line Item Account 02/23/2022 January 2021 Birch Street Watermain Improvements 406-499-4304-136 1,266.50 Inv R-016591-000-16 Total 1,266.50 AP -Check Detail (3/9/2022 - 9:18 AM) Page 30 Check Number Check Date Amount Inv R-017006-000-16 Line Item Date Line Item Description Line Item Account 02/23/2022 January 2021 Street Improvement Projects 421-499-4304-137 2,621.50 Inv R-017006-000-16 Total 2,621.50 Inv R-017210-000-12 Line Item Date Line Item Description Line Item Account 02/23/2022 January Market Place Dr Realignment 420-499-4304-141 4,643.00 Inv R-017210-000-12 Total 4,643.00 Inv R-017363-000-14 Line Item Date Line Item Description Line Item Account 02/23/2022 January Watermark 4th Addition 801-000-2327-102 4,965.50 Inv R-017363-000-14 Total 4,965.50 Inv R-017458-000-13 Line Item Date Line Item Description Line Item Account 02/23/2022 January 2021 Tower Park Site Improvements 101-450-5000-000 215.75 Inv R-017458-000-13 Total 215.75 Inv R-017505-000-11 Line Item Date Line Item Description Line Item Account 02/23/2022 January 2021 Surface Water Maintenance Project 424-499-4304-000 992.25 Inv R-017505-000-11 Total 992.25 Inv R-017705-000-5 Line Item Date Line Item Description Line Item Account 02/23/2022 January 2021 East Shadow Lake Dr I&I Project 602-495-4304-146 7,505.75 Inv R-017705-000-5 Total 7,505.75 Inv R-018131-000-9 Line Item Date Line Item Description Line Item Account 02/23/2022 January Nadeau Acres 2nd Addition 801-000-2315-102 150.00 Inv R-018131-000-9 Total 150.00 Inv R-018272-000-8 Line Item Date Line Item Description Line Item Account 02/23/2022 January East Region Plan - NE Drainage Area 422-499-4304-000 8,217.50 Inv R-018272-000-8 Total 8,217.50 Inv R-018524-000-8 Line Item Date Line Item Description Line Item Account 02/23/2022 January Winters Wetland Bank 422-499-4304-000 2,503.50 AP -Check Detail (3/9/2022 - 9:18 AM) Page 31 Check Number Check Date Amount Inv R-018524-000-8 Total 2,503.50 Inv R-018601-000-6 Line Item Date Line Item Description Line Item Account 02/23/2022 January Water Treatment Plant Pilot Study 406-499-4304-000 1,450.25 Inv R-018601-000-6 Total 1,450.25 Inv R-018678-000-6 Line Item Date Line Item Description Line Item Account 02/23/2022 Jan 2021 Water Service Condition Review (Hawthorn & W Shadow; 601-494-4304-000 128.00 Inv R-018678-000-6 Total 128.00 Inv R-018762-000-6 Line Item Date Line Item Description Line Item Account 02/23/2022 January East Region NE Drainage Area Wetland Delineation 422-499-4304-000 542.00 Inv R-018762-000-6 Total 542.00 Inv R-018781-000-5 Line Item Date Line Item Description Line Item Account 02/23/2022 January Lake Amelia Woods 801-000-2300-000 1,466.00 Inv R-018781-000-5 Total 1,466.00 Inv R-018966-000-5 Line Item Date Line Item Description Line Item Account 02/23/2022 January Belland Farms Final Plat 801-000-2300-000 1,763.50 Inv R-018966-000-5 Total 1,763.50 Inv R-019038-000-5 Line Item Date Line Item Description Line Item Account 02/23/2022 January Associated Eye Care Partners 801-000-2300-000 802.50 Inv R-019038-000-5 Total 802.50 Inv R-019135-000-4 Line Item Date Line Item Description Line Item Account 02/23/2022 January 2022 Street Rehab Project 421-499-4304-142 9,150.75 Inv R-019135-000-4 Total 9,150.75 Inv R-019206-000-1 Line Item Date Line Item Description Line Item Account 02/23/2022 January NE Development Master Plan 420-499-4304-000 3,363.75 Inv R-019206-000-1 Total 3,363.75 AP -Check Detail (3/9/2022 - 9:18 AM) Page 32 Check Number Check Date Amount Inv R-019261-000-4 Line Item Date Line Item Description Line Item Account 02/23/2022 January Stormwater Ordinance Update 422-499-4304-000 602.00 Inv R-019261-000-4 Total 602.00 Inv R-019286-000-1 Line Item Date Line Item Description Line Item Account 12/21/2021 November Woods of Baldwin Lake Final Design 405-499-5000-144 3,622.00 Inv R-019286-000-1 Total 3,622.00 Inv R-019286-000-3 Line Item Date Line Item Description Line Item Account 02/23/2022 January Woods of Baldwin Lake Final Design 405-499-5000-144 5,303.25 Inv R-019286-000-3 Total 5,303.25 Inv R-019406-000-3 Line Item Date Line Item Description Line Item Account 02/23/2022 January MTO Properties - Thrivent Financial 801-000-2300-000 172.00 Inv R-019406-000-3 Total 172.00 Inv R-019407-000-3 Line Item Date Line Item Description Line Item Account 02/23/2022 January Precision Tune 801-000-2300-000 2,856.00 Inv R-019407-000-3 Total 2,856.00 Inv R-019414-000-1 Line Item Date Line Item Description Line Item Account 12/21/2021 November Water Tower No. 2 Rehabilitation 601-494-5000-000 753.50 Inv R-019414-000-1 Total 753.50 Inv R-019414-000-3 Line Item Date Line Item Description Line Item Account 02/23/2022 January Water Tower No. 2 Rehabilitation 601-494-5000-000 3,662.75 Inv R-019414-000-3 Total 3,662.75 Inv R-019485-000-2 Line Item Date Line Item Description Line Item Account 02/23/2022 January 2022 I35E Pipe Crossing Project 422-499-4304-145 3,473.00 Inv R-019485-000-2 Total 3,473.00 Inv R-019496-000-2 Line Item Date Line Item Description Line Item Account 02/23/2022 January Watermark Park 405-499-5000-143 4,787.25 AP -Check Detail (3/9/2022 - 9:18 AM) Page 33 Check Number Check Date Amount Inv R-019496-000-2 Total 4,787.25 Inv R-019497-000-3 Line Item Date Line Item Description Line Item Account 02/23/2022 January Stormwater Management Utility Credits 422-499-4304-000 3,102.00 Inv R-019497-000-3 Total 3,102.00 Inv R-019523-000-2 Line Item Date Line Item Description Line Item Account 02/23/2022 January RAC 202-451-4300-301 3,009.25 Inv R-019523-000-2 Total 3,009.25 Inv R-019540-000-1 Line Item Date Line Item Description Line Item Account 02/23/2022 January 2022 General Engineering Services 603-496-4304-000 1,122.08 02/23/2022 January 2022 General Engineering Services 602-495-4304-000 1,122.08 02/23/2022 January 2022 General Engineering Services 601-494-4304-000 1,122.09 02/23/2022 January 2022 General Engineering Services 101-417-4410-000 4,113.75 Inv R-019540-000-1 Total 7,480.00 Inv R-019541-000-1 Line Item Date Line Item Description Line Item Account 02/23/2022 January 2022 Miscellaneous Escrow Account 101-417-4300-000 292.00 02/23/2022 January 2022 Miscellaneous Escrow Account 601-494-4304-000 309.00 Inv R-019541-000-1 Total 601.00 Inv R-019542-000-1 Line Item Date Line Item Description Line Item Account 02/23/2022 January 2022 GPS/GIS Miscellaneous Assistance 101-418-4300-000 125.00 02/23/2022 January 2022 GPS/GIS Miscellaneous Assistance 101-417-4300-000 625.00 Inv R-019542-000-1 Total 750.00 Inv R-019543-000-1 Line Item Date Line Item Description Line Item Account 02/23/2022 January 2022 Private Utility Permits 101-417-4300-000 1,204.00 Inv R-019543-000-1 Total 1,204.00 Inv R-019565-000-2 Line Item Date Line Item Description Line Item Account 02/23/2022 January NorthPointe Gardens Estates 801-000-2300-000 3,005.00 Inv R-019565-000-2 Total 3,005.00 Inv R-019566-000-3 Line Item Date Line Item Description Line Item Account AP -Check Detail (3/9/2022 - 9:18 AM) Page 34 Check Number Check Date Amount 02/23/2022 January Robinson Property Concept Plan 801-000-2300-000 1,287.00 Inv R-019566-000-3 Total 1,287.00 Inv R-019710-000-1 Line Item Date Line Item Description Line Item Account 02/23/2022 January Rehbein Black Dirt 801-000-2300-000 2,764.00 Inv R-019710-000-1 Total 2,764.00 Inv R-019724-000-1 Line Item Date Line Item Description Line Item Account 02/23/2022 January 2022 Surface Water Management Project 424-499-4304-000 1,024.00 Inv R-019724-000-1 Total 1,024.00 116097 Total: 108,860.50 733 - WSB & Associates, Inc. Total: 108,860.50 734 - Xcel Energy Line Item Account 116098 03/14/2022 Inv February 2022-1 Line Item Date Line Item Description Line Item Account 02/15/2022 Electric 101-430-4385-000 4,749.86 Inv February 2022-1 Total 4,749.86 Inv February 2022-2 Line Item Date Line Item Description Line Item Account 02/21/2022 Electric 602-495-4381-000 2,260.83 02/21/2022 Electric 101-432-4381-501 559.33 02/21/2022 Electric 101-432-4381-503 5,587.42 02/21/2022 Electric 101-450-4381-000 419.25 02/21/2022 Electric 101-420-4381-000 4.15 02/21/2022 Electric 101-432-4381-502 1,298.87 02/21/2022 Electric 601-494-4381-000 6,410.62 02/21/2022 Electric 101-430-4385-000 804.61 02/21/2022 Electric 202-451-4381-000 3,390.28 Inv February 2022-2 Total 20,735.36 116098 Total: 25,485.22 734 - Xcel Energy Total: 25,485.22 Total: 906,480.82 AP -Check Detail (3/9/2022 - 9:18 AM) Page 35 City of Lino Lakes Activity Codes Code Description Code Description 401 Mayor/Council 817 Spring Fling 402 Administration 818 Winter Festival 403 Elections 819 Community Gardens 404 Cable TV 822 Family Corn Roast 405 Charter Administration 827 Gobbler Games 407 Finance 830 Adult Golf Lessons 414 Legal Consultants 835 Youth Skating Class 415 Economic Development 850 Golf Academy 416 Planning & Zoning 856 Youth Soccer 417 Engineering 857 Soccer Fundamentals 418 Community Development 860 Secret Shop 420 Police Protection 864 Preschool Playtime 421 Fire Protection 868 Little Goblins Party 422 Building Inspections 871 Flag Football 430 Streets 875 Snow Day 431 Fleet Management 876 Kite Day 432 Government Buildings 877 Rockin' in the Park 450 Parks 879 Movies in the Park 451 Recreation 890 Senior Programs 461 Environmental 462 Solid Waste Abatement 463 Forestry 494 Water 495 Sanitary Sewer 499 Other 802 Dodgeball Camp 806 Youth T-Ball 808 Youth Baseball Camp 810 Youth Playground 811 Youth Safety Camp 812 Youth Art Camps 814 Senior Programs/Book Club AP Checks by Account Number ' 3/14/2022 City Council Meeting CITY',i�i OF NKAAKE Vendor Fund/Dept Account Amount Check# Description AFSCME Council #5 101-000 101-000-2040-000 483.84 116006 PR Batch 00002.03.2022 Union Dues AFSCME Delta Dental of Minnesota 101-000 101-000-2040-000 370.46 116049 Dental Insurance Premiums International Union 101-000 101-000-2040-000 525.00 116008 PR Batch 00002.03.2022 Union Dues 49ers Law Enforcement Labor Services 101-000 101-000-2040-000 1,495.00 116009 PR Batch 00002.03.2022 Union Dues LELS Medica 101-000 101-000-2040-000 1,690.72 116071 Health Insurance Premiums Standard Insurance Company 101-000 101-000-2040-000 1,346.80 116089 Life Insurance Premiums Standard Insurance Company 101-000 101-000-2040-000 1,346.80 116090 Life Insurance Premiums Standard Insurance Company 101-000 101-000-2040-000 1,346.80 116091 Life Insurance Premiums Medica 101-000 101-000-2041-000 8,364.90 116071 Health Insurance Premiums Delta Dental of Minnesota 101-000 101-000-2044-000 972.80 116049 Dental Insurance Premiums Fidelity Security Life Insurance Co. 101-000 101-000-2048-000 100.69 116055 March Vision Insurance Anoka County Central Communications 101-000 101-000-2080-000 2,225.65 116013 Q4 2021 TZD Grant Centennial Lakes Police Department 101-000 101-000-2080-000 2,133.69 116032 Q4 2021 TZD Grant City of Anoka 101-000 101-000-2080-000 767.37 116035 Q4 2021 TZD Grant City of Blaine 101-000 101-000-2080-000 2,827.71 116036 Q4 2021 TZD Grant City of Columbia Heights 101-000 101-000-2080-000 758.60 116037 Q4 2021 TZD Grant City of Coon Rapids 101-000 101-000-2080-000 3,226.34 116038 Q4 2021 TZD Grant City of Fridley 101-000 101-000-2080-000 1,786.95 116039 Q4 2021 TZD Grant City of Ramsey 101-000 101-000-2080-000 1,827.20 116040 Q4 2021 TZD Grant City of St. Francis 101-000 101-000-2080-000 673.27 116042 Q4 2021 TZD Grant Met Council Environmental Services (SAC) 101-000 101-000-2120-000 27,335.00 116075 February 2022 SAC Met Council Environmental Services (SAC) 101-000 101-000-3414-000 -273.35 116075 February 2022 SAC Standard Insurance Company 101-000 101-000-3730-000 0.14 116089 Life Insurance Premiums Standard Insurance Company 101-000 101-000-3730-000 0.14 116090 Life Insurance Premiums Standard Insurance Company 101-000 101-000-3730-000 0.14 116091 Life Insurance Premiums 101-000 Total 61,332.66 Dan McMahon Photography 101-401 101-401-4200-000 20.00 116048 Council Photo - Copy Erickson Marsha 101-401 101-401-4343-000 2,000.00 116054 Lino Lakes Spring 2022 Newsletter 101-401 Total 2,020.00 Medica 101-402 101-402-4131-000 570.73 116071 Health Insurance Premiums Standard Insurance Company 101-402 101-402-4133-000 6.25 116089 Life Insurance Premiums Standard Insurance Company 101-402 101-402-4133-000 87.74 116089 Disability Insurance Premiums Standard Insurance Company 101-402 101-402-4133-000 87.74 116090 Disability Insurance Premiums Standard Insurance Company 101-402 101-402-4133-000 6.25 116090 Life Insurance Premiums Standard Insurance Company 101-402 101-402-4133-000 6.25 116091 Life Insurance Premiums Standard Insurance Company 101-402 101-402-4133-000 87.74 116091 Disability Insurance Premiums Delta Dental of Minnesota 101-402 101-402-4134-000 89.86 116049 Dental Insurance Premiums First Advantage Occ. 101-402 101-402-4300-000 102.57 116056 Annual Enrollment - D. Jensen B. Olander & S. Poundstone Occupational Health Centers of MIN P.C. 101-402 101-402-4300-000 240.00 116083 New Hire Testing Metropolitan Area Management Association 101-402 101-402-4330-000 25.00 116077 February MAMA Meeting - Legislature Update Minnesota Society of CPAs 101-402 101-402-4452-000 340.00 116079 CPA Membership - S. Cotton 101-402 Total 1,650.13 Medica 101-407 101-407-4131-000 2,206.76 116071 Health Insurance Premiums Standard Insurance Company 101-407 101-407-4133-000 49.35 116089 Disability Insurance Premiums Standard Insurance Company 101-407 101-407-4133-000 3.88 116089 Life Insurance Premiums Standard Insurance Company 101-407 101-407-4133-000 49.35 116090 Disability Insurance Premiums Standard Insurance Company 101-407 101-407-4133-000 3.88 116090 Life Insurance Premiums Standard Insurance Company 101-407 101-407-4133-000 49.35 116091 Disability Insurance Premiums Standard Insurance Company 101-407 101-407-4133-000 3.88 116091 Life Insurance Premiums Delta Dental of Minnesota 101-407 101-407-4134-000 101.11 116049 Dental Insurance Premiums City of Roseville 101-407 101-407-4310-000 14,030.73 116041 March IT Services Springbrook Holding Company LLC 101-407 101-407-4345-000 0.50 116088 February Civic Pay Credit Card Fees 101-407 Total 16,498.79 GDO Law 101-414 101-414-4303-000 8,750.00 116058 March Prosecutor Contract GDO Law 101-414 101-414-4303-000 304.50 116058 November Forfeitures 101-414 Total 9,054.50 Baker Tilly Municipal Advisors LLC 101-415 101-415-4300-000 865.63 116017 Services rendered in connection to American Rescue Plan funds 101-415 Total 865.63 Medica 101-416 101-416-4131-000 570.72 116071 Health Insurance Premiums Standard Insurance Company 101-416 101-416-4133-000 1.25 116089 Life Insurance Premiums Standard Insurance Company 101-416 101-416-4133-000 19.80 116089 Disability Insurance Premiums Standard Insurance Company 101-416 101-416-4133-000 1.25 116090 Life Insurance Premiums Standard Insurance Company 101-416 101-416-4133-000 19.80 116090 Disability Insurance Premiums Standard Insurance Company 101-416 101-416-4133-000 1.25 116091 Life Insurance Premiums Standard Insurance Company 101-416 101-416-4133-000 19.80 116091 Disability Insurance Premiums Delta Dental of Minnesota 101-416 101-416-4134-000 44.94 116049 Dental Insurance Premiums 101-416 Total 678.81 WSB & Associates Inc. 101-417 101-417-4300-000 292.00 116097 January 2022 Miscellaneous Escrow Account WSB & Associates Inc. 101-417 101-417-4300-000 1,204.00 116097 January 2022 Private Utility Permits WSB & Associates Inc. 101-417 101-417-4300-000 625.00 116097 January 2022 GPS/GIS Miscellaneous Assistance WSB & Associates Inc. 101-417 101-417-4410-000 4,113.75 116097 January 2022 General Engineering Services 101-417 Total 6,234.75 Medica 101-418 101-418-4131-000 570.73 116071 Health Insurance Premiums Standard Insurance Company 101-418 101-418-4133-000 26.18 116089 Disability Insurance Premiums Standard Insurance Company 101-418 101-418-4133-000 2.11 116089 Life Insurance Premiums Standard Insurance Company 101-418 101-418-4133-000 2.11 116090 Life Insurance Premiums Standard Insurance Company 101-418 101-418-4133-000 26.18 116090 Disability Insurance Premiums Standard Insurance Company 101-418 101-418-4133-000 26.18 116091 Disability Insurance Premiums Standard Insurance Company 101-418 101-418-4133-000 2.11 116091 Life Insurance Premiums Delta Dental of Minnesota 101-418 101-418-4134-000 44.94 116049 Dental Insurance Premiums WSB & Associates Inc. 101-418 101-418-4300-000 125.00 116097 January 2022 GPS/GIS Miscellaneous Assistance 101-418 Total 825.54 Medica 101-420 101-420-4131-000 18,457.34 116071 Health Insurance Premiums Standard Insurance Company 101-420 101-420-4133-000 511.14 116089 Disability Insurance Premiums Standard Insurance Company 101-420 101-420-4133-000 35.68 116089 Life Insurance Premiums Standard Insurance Company 101-420 101-420-4133-000 511.14 116090 Disability Insurance Premiums Standard Insurance Company 101-420 101-420-4133-000 35.68 116090 Life Insurance Premiums Standard Insurance Company 101-420 101-420-4133-000 511.14 116091 Disability Insurance Premiums Standard Insurance Company 101-420 101-420-4133-000 35.68 116091 Life Insurance Premiums Delta Dental of Minnesota 101-420 101-420-4134-000 1,058.37 116049 Dental Insurance Premiums HenrySchein Inc. 101-420 101-420-4211-000 87.96 116063 Spur resuscitators & non-rebreather masks Intoximeters Inc. 101-420 101-420-4211-000 46.00 116067 Mouthpieces Anoka County Treasury Office 101-420 101-420-4300-000 176.13 116014 January 2022 Language Line UPS/United Parcel Service 101-420 101-420-4322-000 180.21 116095 Postage Aspen Mills Inc. 101-420 101-420-4370-000 225.00 116015 Uniform Allowance - New Hire K. Tracy Aspen Mills Inc. 101-420 101-420-4370-000 314.65 116015 Uniform Allowance - R. Strub Aspen Mills Inc. 101-420 101-420-4370-000 39.99 116015 Uniform Allowance - C. Boehme Connexus Energy 101-420 101-420-4381-000 30.35 116045 Electric Xcel Energy 101-420 101-420-4381-000 4.15 116098 Electric Anoka County Treasury Office 101-420 101-420-4410-000 19,681.00 116014 JLEC 2022 Shared Costs 101-420 Total 41,941.61 Medica 101-421 101-421-4131-000 1,451.64 116071 Health Insurance Premiums Standard Insurance Company 101-421 101-421-4133-000 2.45 116089 Life Insurance Premiums Standard Insurance Company 101-421 101-421-4133-000 37.62 116089 Disability Insurance Premiums Standard Insurance Company 101-421 101-421-4133-000 2.45 116090 Life Insurance Premiums Standard Insurance Company 101-421 101-421-4133-000 37.62 116090 Disability Insurance Premiums Standard Insurance Company 101-421 101-421-4133-000 46.23 116091 Disability Insurance Premiums Standard Insurance Company 101-421 101-421-4133-000 3.07 116091 Life Insurance Premiums Delta Dental of Minnesota 101-421 101-421-4134-000 65.16 116049 Dental Insurance Premiums Minnesota Fire Service Certification Board 101-421 101-421-4300-000 120.00 116078 Fire Officer I Exam - D. Riley Macqueen Equipment Inc. 101-421 101-421-4370-000 13,876.89 116070 4 sets of structural firefighting turn out gear Bureau of Criminal Apprehension 101-421 101-421-4410-000 33.25 116019 PT Firefighter background check Bureau of Criminal Apprehension 101-421 101-421-4410-000 33.25 116020 PT Firefighter background check Bureau of Criminal Apprehension 101-421 101-421-4410-000 33.25 116021 PT Firefighter background check Bureau of Criminal Apprehension 101-421 101-421-4410-000 33.25 116022 PT Firefighter background check Bureau of Criminal Apprehension 101-421 101-421-4410-000 33.25 116023 PT Firefighter background check Bureau of Criminal Apprehension 101-421 101-421-4410-000 33.25 116024 PT Firefighter background check Bureau of Criminal Apprehension 101-421 101-421-4410-000 33.25 116025 PT Firefighter background check Bureau of Criminal Apprehension 101-421 101-421-4410-000 33.25 116026 PT Firefighter background check Bureau of Criminal Apprehension 101-421 101-421-4410-000 33.25 116027 PT Firefighter background check Bureau of Criminal Apprehension 101-421 101-421-4410-000 33.25 116028 PT Firefighter background check Bureau of Criminal Apprehension 101-421 101-421-4410-000 33.25 116029 PT Firefighter background check Bureau of Criminal Apprehension 101-421 101-421-4410-000 33.25 116030 PT Firefighter background check 101-421 Total 16,042.13 Medica 101-422 101-422-4131-000 2,375.70 116071 Health Insurance Premiums Standard Insurance Company 101-422 101-422-4133-000 4.37 116089 Life Insurance Premiums Standard Insurance Company 101-422 101-422-4133-000 57.12 116089 Disability Insurance Premiums Standard Insurance Company 101-422 101-422-4133-000 4.37 116090 Life Insurance Premiums Standard Insurance Company 101-422 101-422-4133-000 57.12 116090 Disability Insurance Premiums Standard Insurance Company 101-422 101-422-4133-000 3.75 116091 Life Insurance Premiums Standard Insurance Company 101-422 101-422-4133-000 48.51 116091 Disability Insurance Premiums Delta Dental of Minnesota 101-422 101-422-4134-000 89.88 116049 Dental Insurance Premiums Avon Business Forms & Promotions 101-422 101-422-4200-000 257.29 116016 500 Correction Notices 101-422 Total 2,898.11 Medica 101-430 101-430-4131-000 2,460.61 116071 Health Insurance Premiums Standard Insurance Company 101-430 101-430-4133-000 7.35 116089 Life Insurance Premiums Standard Insurance Company 101-430 101-430-4133-000 84.55 116089 Disability Insurance Premiums Standard Insurance Company 101-430 101-430-4133-000 84.55 116090 Disability Insurance Premiums Standard Insurance Company 101-430 101-430-4133-000 7.35 116090 Life Insurance Premiums Standard Insurance Company 101-430 101-430-4133-000 88.29 116091 Disability Insurance Premiums Standard Insurance Company 101-430 101-430-4133-000 7.60 116091 Life Insurance Premiums Delta Dental of Minnesota 101-430 101-430-4134-000 188.75 116049 Dental Insurance Premiums Hardwood Creek Lumber Inc. 101-430 101-430-4211-000 176.40 116061 Snowstake materials Hardwood Creek Lumber Inc. 101-430 101-430-4211-000 63.20 116061 Snowstake materials Menards- Forest Lake 101-430 101-430-4211-000 66.42 116072 Cedar lumber for mailbox repair Earl F. Andersen 101-430 101-430-4223-000 877.10 116051 Street name signs right only & stop Cargill Inc. 101-430 101-430-4228-000 6,338.45 116031 Deicer -113 460 LB Bluetarp Financial Inc. 101-430 101-430-4240-000 128.97 116018 Pneumatic roller seat & socket sets Safe -Fast Inc. 101-430 101-430-4370-000 49.95 116087 Uniform Allowance - C. Miller Connexus Energy 101-430 101-430-4385-000 1,632.67 116045 Electric Xcel Energy 101-430 101-430-4385-000 804.61 116098 Electric Xcel Energy 101-430 101-430-4385-000 4,749.86 116098 Electric 101-430 Total 17,816.68 Medica 101-431 101-431-4131-000 1,933.24 116071 Health Insurance Premiums Standard Insurance Company 101-431 101-431-4133-000 31.38 116089 Disability Insurance Premiums Standard Insurance Company 101-431 101-431-4133-000 2.75 116089 Life Insurance Premiums Standard Insurance Company 101-431 101-431-4133-000 31.38 116090 Disability Insurance Premiums Standard Insurance Company 101-431 101-431-4133-000 2.75 116090 Life Insurance Premiums Standard Insurance Company 101-431 101-431-4133-000 35.12 116091 Disability Insurance Premiums Standard Insurance Company 101-431 101-431-4133-000 3.00 116091 Life Insurance Premiums Delta Dental of Minnesota 101-431 101-431-4134-000 98.88 116049 Dental Insurance Premiums Hydraulics Plus & Consulting 101-431 101-431-4221-000 209.18 116065 2 replacement hydraulic hoses #200 Lano Equipment 101-431 101-431-4221-000 195.28 116069 Stock filter & oil O'Reilly Automotive Stores 101-431 101-431-4221-000 145.75 116084 Stock Filters Bluetarp Financial Inc. 101-431 101-431-4240-000 -54.03 116018 Exchanged transfer pump for smaller model 101-431 Total 2,634.68 Crown Marking Inc. 101-432 101-432-4200-000 23.50 116046 Name Plate - B. LaCroix Image Printing & Graphics Inc 101-432 101-432-4200-000 31.50 116066 Business cards -J. Williams Dalco Inc. 101-432 101-432-4211-000 28.00 116047 Sanitary liner Hotsy Minnesota 101-432 101-432-4211-000 141.40 116064 Pump siphon & bulk car wash soap ACE Supply Company Inc. 101-432 101-432-4211-500 2,327.49 116010 2 Shop heaters Menards- Forest Lake 101-432 101-432-4211-500 149.92 116072 Supplies for shop heaters Aid Electric Corporation 101-432 101-432-4211-503 2,377.82 116011 Lamps & ballast forPD Anoka County Treasury Office 101-432 101-432-4300-000 225.00 116014 Sites 115 116 & 117 MAR 2022 CAC Fiber NAC Mechanical & Electrical 101-432 101-432-4300-502 211.00 116080 Replace ignitor's and flame sensors at Well #5 & Fire Station 2 NAC Mechanical & Electrical 101-432 101-432-4300-503 841.68 116080 Replaced leaking fitting in childcare Nardini Fire Equipment Co 101-432 101-432-4300-503 79.50 116081 Recharge fire extinguisher & inspection CenturyLink 101-432 101-432-4321-503 60.22 116034 Phone & Internet Services Connexus Energy 101-432 101-432-4383-500 1,147.90 116045 Electric Xcel Energy 101-432 101-432-4381-501 559.33 116098 Electric Xcel Energy 101-432 101-432-4381-502 1,298.87 116098 Electric Xcel Energy 101-432 101-432-4381-503 5,587.42 116098 Electric CenterPoint Energy 101-432 101-432-4383-500 2,132.64 116033 Natural Gas CenterPoint Energy 101-432 101-432-4383-501 920.48 116033 Natural Gas CenterPoint Energy 101-432 101-432-4383-502 1,433.56 116033 Natural Gas Metro Sales Incorporated 101-432 101-432-4410-500 95.02 116076 Copier Maintenance Contract Ricoh/MP C307 Color Copier 101-432 Total 19,672.25 Medica 101-450 101-450-4131-000 1,289.56 116071 Health Insurance Premiums Standard Insurance Company 101-450 101-450-4133-000 5.35 116089 Life Insurance Premiums Standard Insurance Company 101-450 101-450-4133-000 64.71 116089 Disability Insurance Premiums Standard Insurance Company 101-450 101-450-4133-000 5.35 116090 Life Insurance Premiums Standard Insurance Company 101-450 101-450-4133-000 64.71 116090 Disability Insurance Premiums Standard Insurance Company 101-450 101-450-4133-000 5.35 116091 Life Insurance Premiums Standard Insurance Company 101-450 101-450-4133-000 64.71 116091 Disability Insurance Premiums Delta Dental of Minnesota 101-450 101-450-4134-000 147.19 116049 Dental Insurance Premiums Safe -Fast Inc. 101-450 101-450-4370-000 70.90 116087 Uniform Allowance- D.Jensen Connexus Energy 101-450 101-450-4381-000 66.20 116045 Electric Xcel Energy 101-450 101-450-4381-000 419.25 116098 Electric CenterPoint Energy 101-450 101-450-4383-000 239.92 116033 Natural Gas WSB & Associates Inc. 101-450 101-450-5000-000 215.75 116097 January 2021 Tower Park Site Improvements 101-450 Total 2,658.95 Medica 101-451 101-451-4131-000 148.10 116071 Health Insurance Premiums Standard Insurance Company 101-451 101-451-4133-000 0.29 116089 Life Insurance Premiums Standard Insurance Company 101-451 101-451-4133-000 3.61 116089 Disability Insurance Premiums Standard Insurance Company 101-451 101-451-4133-000 3.61 116090 Disability Insurance Premiums Standard Insurance Company 101-451 101-451-4133-000 0.29 116090 Life Insurance Premiums Standard Insurance Company 101-451 101-451-4133-000 0.29 116091 Life Insurance Premiums Standard Insurance Company 101-451 101-451-4133-000 3.61 116091 Disability Insurance Premiums Delta Dental of Minnesota 101-451 101-451-4134-000 10.11 116049 Dental Insurance Premiums 101-451 Total 169.91 Medica 101-461 101-461-4131-000 171.22 116071 Health Insurance Premiums Standard Insurance Company 101-461 101-461-4133-000 5.16 116089 Disability Insurance Premiums Standard Insurance Company 101-461 101-461-4133-000 0.38 116089 Life Insurance Premiums Standard Insurance Company 101-461 101-461-4133-000 0.38 116090 Life Insurance Premiums Standard Insurance Company 101-461 101-461-4133-000 5.16 116090 Disability Insurance Premiums Standard Insurance Company 101-461 101-461-4133-000 0.38 116091 Life Insurance Premiums Standard Insurance Company 101-461 101-461-4133-000 5.16 116091 Disability Insurance Premiums Delta Dental of Minnesota 101-461 101-461-4134-000 13.47 116049 Dental Insurance Premiums 101-461 Total 201.31 Medica 101-462 101-462-4131-000 114.15 116071 Health Insurance Premiums Standard Insurance Company 101-462 101-462-4133-000 3.45 116089 Disability Insurance Premiums Standard Insurance Company 101-462 101-462-4133-000 0.25 116089 Life Insurance Premiums Standard Insurance Company 101-462 101-462-4133-000 3.45 116090 Disability Insurance Premiums Standard Insurance Company 101-462 101-462-4133-000 0.25 116090 Life Insurance Premiums Standard Insurance Company 101-462 101-462-4133-000 0.25 116091 Life Insurance Premiums Standard Insurance Company 101-462 101-462-4133-000 3.45 116091 Disability Insurance Premiums Delta Dental of Minnesota 101-462 101-462-4134-000 8.99 116049 Dental Insurance Premiums 101-462 Total 134.24 Medica 101-463 101-463-4131-000 142.68 116071 Health Insurance Premiums Standard Insurance Company 101-463 101-463-4133-000 0.31 116089 Life Insurance Premiums Standard Insurance Company 101-463 101-463-4133-000 4.31 116089 Disability Insurance Premiums Standard Insurance Company 101-463 101-463-4133-000 4.31 116090 Disability Insurance Premiums Standard Insurance Company 101-463 101-463-4133-000 0.31 116090 Life Insurance Premiums Standard Insurance Company 101-463 101-463-4133-000 4.31 116091 Disability Insurance Premiums Standard Insurance Company 101-463 101-463-4133-000 0.31 116091 Life Insurance Premiums Delta Dental of Minnesota 101-463 101-463-4134-000 11.24 116049 Dental Insurance Premiums Gerten Greenhouses & Garden Center Inc. 101-463 101-463-4211-000 108.90 116059 Tree stump treating chemicals Upper Cut Tree Service 101-463 101-463-4410-000 3,200.00 116094 Tree Removal -171 Elm St 101-463 Total 3,476.68 Medica 202-451 202-451-4131-000 177.72 116071 Health Insurance Premiums Standard Insurance Company 202-451 202-451-4133-000 0.82 116089 Life Insurance Premiums Standard Insurance Company 202-451 202-451-4133-000 12.25 116089 Disability Insurance Premiums Standard Insurance Company 202-451 202-451-4133-000 0.82 116090 Life Insurance Premiums Standard Insurance Company 202-451 202-451-4133-000 12.25 116090 Disability Insurance Premiums Standard Insurance Company 202-451 202-451-4133-000 0.82 116091 Life Insurance Premiums Standard Insurance Company 202-451 202-451-4133-000 12.25 116091 Disability Insurance Premiums Delta Dental of Minnesota 202-451 202-451-4134-000 29.21 116049 Dental Insurance Premiums Frattallone's/Circle Pines Ace 202-451 202-451-4211-000 50.72 116057 5 gallon buckets w/lids ULine 202-451 202-451-4211-301 780.08 116093 Storage racks Indigo Signs 202-451 202-451-4240-301 7,975.00 116007 The Rookery Activity Center sign and installation - 50% down Aid Electric Corporation 202-451 202-451-4300-301 580.13 116011 Wire washer & dryer at the Rookery Aid Electric Corporation 202-451 202-451-4300-301 10,040.74 116011 Lighting upgrades fan install & outlets for lights Aid Electric Corporation 202-451 202-451-4300-301 1,123.42 116011 Pool exit signs & installation Aid Electric Corporation 202-451 202-451-4300-301 235.49 116011 Add circuit for dehumidification system in Rookery studio CivicPlus 202-451 202-451-4300-301 2,625.00 116043 GIS Integration Meridian Energy Products 202-451 202-451-4300-301 4,886.00 116073 Upgrade to LED lighting in kids room & hallways Meridian Energy Products 202-451 202-451-4300-301 175.00 116073 Remove 120V outlets at Rookery near entry door WSB & Associates Inc. 202-451 202-451-4300-301 3,009.25 116097 January RAC City of Roseville 202-451 202-451-4310-000 273.00 116041 NetMotion License - L. Lamey Centuryl-ink 202-451 202-451-4321-000 68.06 116034 Phone & Internet Services Press Publications Inc. 202-451 202-451-4340-301 256.00 116085 AFB - Rookery Xcel Energy 202-451 202-451-4381-000 3,390.28 116098 Electric Endurance Fitness of MN LLC 202-451 202-451-4410-000 12,500.00 116053 March 2022 EF Monthly Fee All Seasons Rental Inc. 202-451 202-451-4415-301 747.36 116012 Scissor lift rental 202-451 Total 48,961.67 U.S. Bank 332-470 332-470-6030-000 500.00 116092 2007A Paying Agent Fee 332-470 Total 500.00 Emergency Automotive Technologies 402-420 402-420-5000-000 524.60 116052 Installed external light sensor & radar #320 402-420 Total 524.60 WSB & Associates Inc. 405-499 405-499-5000-143 4,787.25 116097 January Watermark Park WSB & Associates Inc. 405-499 405-499-5000-144 3,622.00 116097 November Woods of Baldwin Lake Final Design WSB & Associates Inc. 405-499 405-499-5000-144 5,303.25 116097 January Woods of Baldwin Lake Final Design 405-499 Total 13,712.50 WSB & Associates Inc. 406-499 406-499-4304-000 1,450.25 116097 January Water Treatment Plant Pilot Study WSB & Associates Inc. 406-499 406-499-4304-123 1,588.00 116097 January 49 & J Lift Station Sewer and Water Extension WSB & Associates Inc. 406-499 406-499-4304-136 1,266.50 116097 January 2021 Birch Street Watermain Improvements Northdale Construction Company Inc. 406-499 406-499-4400-123 34,771.61 116082 49 & J Lift Station Sewer & Water Extension 406-499 Total 39,076.36 Commercial Partners Title LLC 411-499 411-499-4410-000 344,000.00 116044 Lyngblomsten TIF Pooling 411-499 Total 344,000.00 WSB & Associates Inc. 420-499 420-499-4304-000 3,363.75 116097 January NE Development Master Plan WSB & Associates Inc. 420-499 420-499-4304-141 4,643.00 116097 January Market Place Dr Realignment 420-499 Total 8,006.75 WSB & Associates Inc. 421-499 421-499-4304-137 2,621.50 116097 January 2021 Street Improvement Projects WSB & Associates Inc. 421-499 421-499-4304-142 9,150.75 116097 January 2022 Street Rehab Project 421-499 Total 11,772.25 WSB & Associates Inc. 422-499 422-499-4304-000 602.00 116097 January Stormwater Ordinance Update WSB & Associates Inc. 422-499 422-499-4304-000 8,217.50 116097 January East Region Plan - NE Drainage Area WSB & Associates Inc. 422-499 422-499-4304-000 542.00 116097 January East Region NE Drainage Area Wetland Delineation WSB & Associates Inc. 422-499 422-499-4304-000 3,102.00 116097 January Stormwater Management Utility Credits WSB & Associates Inc. 422-499 422-499-4304-000 2,503.50 116097 January Winters Wetland Bank WSB & Associates Inc. 422-499 422-499-4304-145 3,473.00 116097 January 2022 135E Pipe Crossing Project 422-499 Total 18,440.00 WSB & Associates Inc. 424-499 424-499-4304-000 1,024.00 116097 January 2022 Surface Water Management Project WSB & Associates Inc. 424-499 424-499-4304-000 992.25 116097 January 2021 Surface Water Maintenance Project Dimke Excavating Inc. 424-499 424-499-4400-000 38,321.00 116050 2021 Surface Water Maintenance Project 424-499 Total 40,337.25 Landform 484-499 484-499-4300-000 9,230.00 116068 Zoning Ordinance & Map Update 484-499 Total 9,230.00 Medica 601-494 601-494-4131-000 1,972.85 116071 Health Insurance Premiums Standard Insurance Company 601-494 601-494-4133-000 3.46 116089 Life Insurance Premiums Standard Insurance Company 601-494 601-494-4133-000 40.97 116089 Disability Insurance Premiums Standard Insurance Company 601-494 601-494-4133-000 3.46 116090 Life Insurance Premiums Standard Insurance Company 601-494 601-494-4133-000 40.97 116090 Disability Insurance Premiums Standard Insurance Company 601-494 601-494-4133-000 36.29 116091 Disability Insurance Premiums Standard Insurance Company 601-494 601-494-4133-000 3.14 116091 Life Insurance Premiums Delta Dental of Minnesota 601-494 601-494-4134-000 160.67 116049 Dental Insurance Premiums Hach Company 601-494 601-494-4211-000 828.00 116060 Water Spectrophometer bench service & calibration Hawkins Inc. 601-494 601-494-4211-000 1,801.95 116062 Booster pump for Well #4 Menards - Forest Lake 601-494 601-494-4211-000 27.43 116072 Pro gas cylinder & flint striker Menards - Forest Lake 601-494 601-494-4211-000 36.86 116072 Screws & plumbing supplies Winnick Supply Inc. 601-494 601-494-4211-000 514.41 116096 Well #6Faucet Hach Company 601-494 601-494-4222-000 222.22 116060 Reagents for sampling Hawkins Inc. 601-494 601-494-4222-000 90.00 116062 150 LB Chlorine Cylinder Hawkins Inc. 601-494 601-494-4222-000 5,369.89 116062 Chlorine & LPC-5 Aid Electric Corporation 601-494 601-494-4300-000 206.50 116011 Re -wire Well #4 Cholorine Booster Pump NAC Mechanical & Electrical 601-494 601-494-4300-000 211.00 116080 Replace ignitor's and flame sensors at Well #5 & Fire Station 2 WSB & Associates Inc. 601-494 601-494-4304-000 1,122.09 116097 January 2022 General Engineering Services WSB & Associates Inc. 601-494 601-494-4304-000 128.00 116097 Jan 2021 Water Service Condition Review (Hawthorn & W Shadow) WSB & Associates Inc. 601-494 601-494-4304-000 309.00 116097 January 2022 Miscellaneous Escrow Account City of Roseville 601-494 601-494-4310-000 1,781.52 116041 March IT Services Springbrook Holding Company LLC 601-494 601-494-4345-000 268.66 116088 February Civic Pay Credit Card Fees Safe -Fast Inc. 601-494 601-494-4370-000 30.99 116087 Uniform Allowance - T.Paulno Connexus Energy 601-494 601-494-4381-000 733.65 116045 Electric Xcel Energy 601-494 601-494-4381-000 6,410.62 116098 Electric CenterPoint Energy 601-494 601-494-4383-000 571.68 116033 Natural Gas WSB & Associates Inc. 601-494 601-494-5000-000 3,662.75 116097 January Water Tower No. 2 Rehabilitation WSB & Associates Inc. 601-494 601-494-5000-000 753.50 116097 November Water Tower No. 2 Rehabilitation 601-494 Total 27,342.53 Medica 602-495 602-495-4131-000 1,972.84 116071 Health Insurance Premiums Standard Insurance Company 602-495 602-495-4133-000 3.42 116089 Life Insurance Premiums Standard Insurance Company 602-495 602-495-4133-000 40.93 116089 Disability Insurance Premiums Standard Insurance Company 602-495 602-495-4133-000 40.93 116090 Disability Insurance Premiums Standard Insurance Company 602-495 602-495-4133-000 3.42 116090 Life Insurance Premiums Standard Insurance Company 602-495 602-495-4133-000 36.26 116091 Disability Insurance Premiums Standard Insurance Company 602-495 602-495-4133-000 3.11 116091 Life Insurance Premiums Delta Dental of Minnesota 602-495 602-495-4134-000 160.67 116049 Dental Insurance Premiums Menards - Forest Lake 602-495 602-495-4211-000 27.44 116072 Pro gas cylinder & flint striker WSB & Associates Inc. 602-495 602-495-4304-000 1,122.08 116097 January 2022 General Engineering Services WSB & Associates Inc. 602-495 602-495-4304-146 7,505.75 116097 January 2021 East Shadow Lake Drl&I Project City of Roseville 602-495 602-495-4310-000 1,781.52 116041 March IT Services Springbrook Holding Company LLC 602-495 602-495-4345-000 268.66 116088 February Civic Pay Credit Card Fees Safe -Fast Inc. 602-495 602-495-4370-000 31.00 116087 Uniform Allowance - T.Paulno Connexus Energy 602-495 602-495-4381-000 772.28 116045 Electric 602-495 Total 13,770.31 Grand Total 782,481.58 Xcel Energy 602-495 602-495-4381-000 2,260.83 116098 Electric CenterPoint Energy 602-495 602-495-4383-000 131.05 116033 Natural Gas Met Council Environmental Services 602-495 602-495-4405-000 90,644.91 116074 April Waste Water Services 602-495 Total 106,807.10 Medica 603-496 603-496-4131-000 142.68 116071 Health Insurance Premiums Standard Insurance Company 603-496 603-496-4133-000 0.88 116089 Life Insurance Premiums Standard Insurance Company 603-496 603-496-4133-000 13.04 116089 Disability Insurance Premiums Standard Insurance Company 603-496 603-496-4133-000 13.04 116090 Disability Insurance Premiums Standard Insurance Company 603-496 603-496-4133-000 0.88 116090 Life Insurance Premiums Standard Insurance Company 603-496 603-496-4133-000 1.01 116091 Life Insurance Premiums Standard Insurance Company 603-496 603-496-4133-000 14.91 116091 Disability Insurance Premiums Delta Dental of Minnesota 603-496 603-496-4134-000 13.49 116049 Dental Insurance Premiums WSB & Associates Inc. 603-496 603-496-4304-000 1,122.08 116097 January 2022 General Engineering Services City of Roseville 603-496 603-496-4310-000 712.61 116041 March IT Services Springbrook Holding Company LLC 603-496 603-496-4345-000 268.68 116088 February Civic Pay Credit Card Fees Rice Creek Watershed District 603-496 603-496-4382-000 161.57 116086 Anoka County Ditch 53-62 Water Management District Charge 603-496 Total 2,464.87 WSB & Associates Inc. 801-000 801-000-2300-000 2,322.00 116097 January Natures Refuge M&I WSB & Associates Inc. 801-000 801-000-2300-000 3,005.00 116097 January NorthPointe Gardens Estates WSB & Associates Inc. 801-000 801-000-2300-000 172.00 116097 January MTO Properties - Thrivent Financial WSB & Associates Inc. 801-000 801-000-2300-000 1,466.00 116097 January Lake Amelia Woods WSB & Associates Inc. 801-000 801-000-2300-000 1,763.50 116097 January Belland Farms Final Plat WSB & Associates Inc. 801-000 801-000-2300-000 802.50 116097 January Associated Eye Care Partners WSB & Associates Inc. 801-000 801-000-2300-000 1,287.00 116097 January Robinson Property Concept Plan WSB & Associates Inc. 801-000 801-000-2300-000 2,856.00 116097 January Precision Tune WSB & Associates Inc. 801-000 801-000-2300-000 2,764.00 116097 January Rehbein Black Dirt WSB & Associates Inc. 801-000 801-000-2315-102 150.00 116097 January Nadeau Acres 2nd Addition W5B&Associates Inc. W5B&Associates Inc. W5B&Associates Inc. W5B&Associates Inc. W5B&Associates Inc. Baker Tilly Municipal Advisors LLC W5B&Associates Inc. 801-000 801-000-2321-102 382.00 116097 January Otter Crossing 801-000 801-000-2327-102 4,965.50 116097 January Watermark 4th Addition 801-000 801-000-2338-102 286.00 116097 January Nadeau Acres 801-000 801-000-2355-102 786.50 116097 January Watermark 3rd Addition 801-000 801-000-2363-102 2,004.00 116097 January Lyngblomsten Senior Housing Site Study 801-000 801-000-2363-103 3,199.58 116017 LyngblomstenTIF 801-000 801-000-2388-102 286.00 116097 January Watermark 2nd Addition 801-000 Total 28,497.58 Grand Total 906,480.82 C Electronic Funds Transfer MN Statute 471.38 Subd. 3 F Council Meeting March 14, 2022 2/25/2022 Payroll Replacement Check - Berg 3/1/2022 HSA Bank ER Contribution HSA Bank ER Contribution (Tracy) HSA Bank ER Contribution (Reineke) 3/4/2022 Council #03 Payroll 3/4/2022 Council #03 Federal Deposit 3/4/2022 Council #03 PERA 3/4/2022 Council #03 State 3/4/2022 Payroll #05 3/4/2022 Payroll #05 Federal Deposit 3/4/2022 Payroll #05 PERA 3/4/2022 Payroll #05 State 3/4/2022 Payroll #05 Child Support 3/4/2022 Payroll #05 H.S.A. Bank Pretax 3/4/2022 Payroll #05 TASC Pretax 3/4/2022 Payroll #05 ICMA 457 Def. Comp #301596 3/4/2022 Payroll #05 ICMA Roth IRA #706155 3/4/2022 Payroll #05 MSRS HCSP #98946-01 3/4/2022 Payroll #05 MSRS Def. Comp #98945-01 3/4/2022 Payroll #05 MSRS Roth IRA #98945-01 3/4/2022 Wire from MCM - ARPA Account 3/15/2022 Building Permit Surcharge Transfer In/(Out) 1,123.57 (5,874.85) (208.33) (83.33) (3,486.69) (202.30) (387.16) (45.08) (152,814.38) (47,288.63) (49,009.16) (10,773.85) (284.77) (4,205.22) (901.16) (10,081.00) (905.75) (2,748.02) (4,987.00) (765.00) 1,208,794.71 (1,763.87) CITY COUNCIL WORK SESSION DRAFT 1 CITY OF LINO LAKES 2 MINUTES 3 4 DATE : February 28, 2022 5 TIME STARTED : 6:00 p.m. 6 TIME ENDED : 6:20 p.m. 7 MEMBERS PRESENT : Councilmember Lyden, Ruhland, 8 Cavegn and Mayor Rafferty 9 MEMBERS ABSENT : Councilmember Stoesz 10 Staff members present: City Administrator Sarah Cotton; Community Development 11 Director Michael Grochala; City Planner Katie Larsen; Director of Public Safety John 12 Swenson; Public Services Director Rick DeGardner; City Clerk Julie Bartell 13 1. Review Regular Agenda — 14 15 Expenditures — Mayor Rafferty noted the general sprinkler five year inspection costs. 16 He explained that this is a regular inspection to make sure operations are appropriate. 17 18 Mayor Rafferty noted the Marsden charges for The Rookery and that they are necessary 19 because of Endurance Fitness operating in the building now. He noted that there is some 20 interest in joining the custodial services for The Rookery and other City facilities 21 (currently provided by Marsden). Administrator Cotton explained that the ultimate goal 22 is to have in house services if that is possible when hiring at the Rookery is complete. 23 24 Item 1D — Peltier Lake LLC, NE Drainage Project — Community Development Director 25 Grochala recalled the project and the need for land acquisitions and court involvement. 26 He noted the settlement amount. Mayor Rafferty remarked that the project also provides 27 drainage for the Watermark development. 28 29 Item 6A — Precision Tune — City Planner Larsen explained that the business owners are 30 interested in moving from their current space to a new stand-alone auto services facility to 31 be developed on Lake Drive. 32 33 Councilmember Lyden remarked that this will cost a lot and he wonders about the 34 motive. The business owner was present and indicated that they would like to develop 35 more business; also he is ready to move away from his current rental situation. 36 37 Councilmember Cavegn remarked that there was one nay vote at the Planning and Zoning 38 review. Ms. Larsen explained that there were a few design changes called for at that 39 time and that have since occurred. 40 41 Item 6B — Memo of Understanding with VLAWMO, Lake Amelia — Community 42 Development Director Grochala noted a private ditch that is experiencing some back up; 43 private crossings are involved. The ditch feeds into Lake Amelia thus requiring some 44 improvement prior to move in. He reviewed the purpose and what is included in the 1 CITY COUNCIL WORK SESSION DRAFT 45 agreement. Bids were sought and WSB & Associates did come through with the best bid; 46 VLAWMO has approved of the agreement as well as the City's Environmental Board. 47 2. Adjourn 48 49 50 51 52 53 54 55 56 57 58 The meeting was adjourned at 6:20p.m. These minutes were considered, corrected and approved at the regular Council meeting held on March 14, 2022. Julianne Bartell, City Clerk Rob Rafferty, Mayor 2 COUNCIL MINUTES DRAFT 1 2 LINO LAKES CITY COUNCIL 3 REGULAR MEETING 4 MINUTES 5 6 DATE : February 28, 2022 7 TIME STARTED : 6:30 p.m. 8 TIME ENDED : 7:00 p.m. 9 MEMBERS PRESENT : Councilmember Lyden, 10 Ruhland, Cavegn and Mayor Rafferty 11 MEMBERS ABSENT : Councilmember Stoesz 12 Staff members present: City Administrator Sarah Cotton; Community Development Director 13 Michael Grochala; City Planner Katie Larsen; Director of Public Safety John Swenson; City Clerk 14 Julie Bartell 15 16 PUBLIC COMMENT 17 Aaron Sherer, 7132 Grey Heron Drive, noted a problem that occurs on his block around 3:00 p.m. 18 every school day. Parents picking up middle schoolers are lining the street and causing some 19 issues. 20 SETTING THE AGENDA 21 The agenda was approved as presented. 22 SPECIAL PRESENTATION 23 Presentation of Certificate of Recognition to Eagle Scout CJ Sherer — Mayor Rafferty and Anoka 24 County Commissioner Jeff Reinert honored Mr. Sherer with comments and certificates. 25 CONSENT AGENDA 26 Councilmember Ruhland moved to approve the Consent Agenda, Items I through I as 27 presented. Councilmember Lyden seconded the motion. Motion carried on a voice vote. 2s 29 ITEM ACTION 30 Consideration of Expenditures: 31 A) February 28, 2022 (Check No. 115921 through 116004) in the 32 Amount of $380,084.89 Approved 33 B) Consider Approval of February 14, 2022 Council 34 Work Session Minutes Approved 35 C) Consider Approval of February 14, 2022 Council 36 Minutes Approved 37 D) Consider Resolution No. 22-28, Approving Settlement Agreement 38 with Peltier Lake LLC, NE Lino Drainage Area Improvement 39 Project Approved 1 COUNCIL MINUTES DRAFT 40 E) Consider Approval of Resolution 22-26, Individual Massage 41 License for Melissa Olson, Lyssa's Whole Life Wellness, 42 Wellness Circle Approved 43 F) Consider Approval of February 7, 2022 Work Session Minutes Approved 44 G) Consider Approval of Rookery Activity Center Expenditures Approved 45 FINANCE DEPARTMENT REPORT 46 There was no report from the Finance Department. 47 ADMINISTRATION DEPARTMENT REPORT 48 There was no report from the Administration Department. 49 PUBLIC SAFETY DEPARTMENT REPORT 50 There was no report from the Public Safety Department. 51 PUBLIC SERVICES DEPARTMENT REPORT 52 There was no report from the Public Services Department. 53 COMMUNITY DEVELOPMENT REPORT 54 6A) Precision Tune Auto Care (7910 Lake Drive): i. Consider Resolution No. 22-01 55 Approving Conditional Use Permit; and ii. Consider Resolution No. 22-02 Approving Site 56 Improvement Performance Agreement — City Planner Larsen reviewed a PowerPoint presentation 57 that included information on the following: 58 - Land Use Application- new facility (relocation in City) at 7910 Lake Drive; 59 - Site Location and Aerial Map; 60 - Site Plan — setbacks, trash enclosure, parking stalls; 61 - Architectural Plan; 62 - Floor Plan; 63 - Stormwater and Drainage Plan; 64 - Landscape Plan; 65 - Planning & Zoning Board approval; 66 - Requested counci action including Findings of Fact. 67 Councilmember Ruhland asked about the adjacent residential property mentioned. Ms. Larsen pointed 68 out one property on the site map; screening for that area is planned. When additional development 69 comes to the area, additional screening will be discussed. 70 71 Councilmember Lyden asked about the one dissenting vote from the Planning and Zoning Board. Ms. 72 Larsen explained that there have been changes from the original architectural plans and the vote 73 reflected a concern about the original plan. 74 2 COUNCIL MINUTES DRAFT 75 Councilmember Lyden asked why not have all the bay doors facing the south for winter use; the 76 applicant explained that experience has proven that doors on both sides provides good ventilation. 77 Councilmember Cavegn moved to approve Resolution No. 22-01 and Resolution No. 22-02 as 78 presented. Councilmember Ruhland seconded the motion. Motion carried on a voice vote. 79 6B) Consider Resolution No. 22-29, Approving Memorandum of Understanding with 80 VLAWMO, Lake Ameila Subwatershed Management Plan — Community Development Director 81 Grochala noted that the resolution would approve an agreement related to plans for water management 82 from a private ditch. He noted that the MOU has been approved by the City's Environmental Board 83 and VLAWMO. 84 85 86 87 88 89 90 91 92 93 94 OR 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 Mayor Rafferty noted his involvement on the VLAWMO Board for many years; he's glad to see projects coming forward. Councilmember Cavegn moved to approve Resolution No. 22-29 as presented. Councilmember Lyden seconded the motion. Motion carried on a voice vote. UNFINISHED BUSINESS There was no Unfinished Business. NEW BUSINESS There was no New Business. COMMUNITY EVENTS There were no events announced. COMMUNITY CALENDAR Community Calendar —A Look Ahead February 28, 2022 through March 14, 2022 ,4& Thursday, March 3 8:00 am, Community Room EDAC Monday, March 7 6:00 pm, Community Room Council Work Session ,4& Monday, March 14 6:00 pm, Community Room Council Work Session 4, Monday, March 14 6:30 pm, Council Chambers City Council Meeting ADJOURN There being no further business, Councilmember Ruhland moved to adjourn at 7:00 p.m. Councilmember Cavegn seconded the motion. Motion carried on a voice vote. These minutes were considered and approved at the regular Council Meeting on March 14, 2022. Julianne Bartell, City Clerk Rob Rafferty, Mayor 3 STAFF ORIGINATOR MEETING DATE TOPIC: VOTE REQUIRED INTRODUCTION CITY COUNCIL AGENDA ITEM 1D Julie Bartell, City Clerk March 14, 2022 Consider Resolution No. 22-27, Reestablishing Precincts and Polling Locations Simple Majority (3/5 vote) Redistricting is the process of redrawing the boundaries of election districts after completion of the decennial Census. The purpose of redistricting is to ensure that people are equally represented. Municipalities can be impacted by the redrawing of lines because legislative boundaries (state and federal) can change and municipal voting precincts boundaries must coincide with those lines. The Special Redistricting Panel appointed by the Minnesota Supreme Court released a redistricting plan/map in February. In effect, the plan includes no impact to Lino Lakes' congressional and legislative voting districts. The City remains in the 6th District (Congress) and is fully included in one state legislative district now numbered as 36(A). BACKGROUND Municipalities are required to review voting districts after redistricting and prior to March 28t'. Staff is presenting a resolution reestablishing municipal precinct lines and polling places for Lino Lakes, including the precinct line change requested by the council at the January 24th work session. RECOMMENDATION Staff is recommending approval of Resolution No. 22-27. ATTACHMENTS 1. 2022 Voting Precinct Map with Polling Locations 2. Resolution No. 22-27 l - NDEAULAXE - • ake eh's BALDWIN LAKE Lino Lake, Rice Cre Covenant bI �, I •N RICE LAKE -5 GEORGE WATCH LAKE MARSHANLAKE PELTIER LAKE A EU S ( CENTERVILLELAKE i 1 • SHERMANLAKE RESHANAULAKE WARDSLAKE %- r-A, I r Polling Places Precincts Road Centerlines P-1 Lakes - P-2 - P-3 N P-4 w E P-5 S 0 P-6 - P-7 Lino Lakes P-1 Senior Cenjer Lino Lrakes P-6 FJW 1 AMELIA LAKE OTTER LAKE UIVWMED I n \ ! j 1 f I —/ City of Lino Lakes 2022 Redistricting ry noka CoAF ay a a�,�o,uti 02/17/22 CITY OF LINO LAKES RESOLUTION NO.22-27 REESTABLISHING PRECINCT LINES AND POLLING PLACES WHEREAS, the legislature of the State of Minnesota has been redistricted; and WHEREAS, Minnesota Statute section 204B.14, subd. 3(d) requires that precinct boundaries must be reestablished within 60 days of when the legislature has been redistricted or at least 19 weeks before the state primary election, whichever comes first; NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Lino Lakes, State of Minnesota hereby reestablishes the boundaries of the voting precincts and polling places as follows: Precinct 1 (Lino Lakes Senior Center, 1189 Main Street) That part of the City lying south on 4th Avenue from Pine Street on the north to Main Street on the south, east on Main Street to Lake Drive, south on Lake Drive to I-35W, northeast on I-35W to Main Street, south on Main Street to Centerville boundary, follow Centerville boundary east and south to Main Street, east on Main Street to 20 Avenue, our eastern boundary, north on 24th Avenue to northern boundary, west on northern boundary to 4th Avenue. Precinct 2 (Lino Lakes Fire Station No. 1, 7741 Lake Drive) That part of the City lying south on 4th Avenue from Pine Street on the north to Main Street on the south, east on Main Street to Lake Drive, south on Lake Drive to the eastern extension of Lilac Street, west on the eastern extension of Lilac Street to Apollo Drive, south and west on Apollo Drive to Sunset Road, north on Sunset Road to northern boundary, east on northern boundary to 4th Avenue. Precinct 3 (St. Joseph Catholic Church, 171 Elm Street) That part of the City lying east and north on Apollo Drive from Sunset Avenue to Lilac Street, east on Lilac Street extending to the center of Lake Drive, southwest on Lake Drive to the north City boundary, west to North Road, west on North Road to Sunset Avenue, north on Sunset Avenue to Apollo Drive. Precinct 4 (Lino Lakes Senior Center, 1189 Main Street) That part of the City lying north on Lake Drive from Hodgson Road to I-35W, northeast on 1- 35W to Main Street, south on Main Street to Centerville boundary, follow Centerville boundary west and south, continue east on Centerville's southern boundary to 20th Avenue, south on 20th Avenue to Birch Street, west on Birch Street to the easterly boundary of St. Clair Estates plat to its northwest terminus then southwesterly on the western boundary of the Spirit Hills plat to Hodgson Road, northwest on Hodgson Road to Lake Drive. Precinct 5 (Rice Creek Covenant Church, 425 Ash Street) That part of the City lying north on Ware Road from Ash Street on the south to Birch Street, east on Birch Street to the easterly boundary of St. Clair Estates plat to its northwest terminus then southwesterly on the western boundary of the Spirit Hills plat to Hodgson Road, northwest on Hodgson Road to Lake Drive, southwest on Lake Drive to city boundary, south on western boundary to the northern shore of Baldwin Lake to western boundary, south on western boundary to Ash Street, east on Ash Street to Ware Road. Precinct 6 (Lino Lakes Fire Station No. 2, 1710 Birch Street) That part of the City lying south on 12th Avenue from Birch Street to Holly Drive, west and then south on Holly Drive to Ash Street, our southern boundary, east on our southern boundary to our eastern boundary, north on our eastern boundary to Main Street, west on Main Street to 21 st Avenue, our boundary street with Centerville, follow Centerville boundary south to Cedar Street, west on Cedar Street to 20th Avenue, south on 20th Avenue to Birch Street, west on Birch Street to 12th Avenue. Precinct 7 (Living Waters Lutheran Church, 865 Birch Street) That part of the City lying south on Ware Road from Birch Street on the north to Ash Street, east on Ash Street to Holly Drive, Holly Drive north and east to 12th Avenue, north on 12th Avenue to Birch Street, west on Birch Street to Ware Road. Attached to this resolution, for illustrative purposes, is a map showing said precincts and the location of each polling place. Adopted by the City Council of the City of Lino Lakes this 14th day of March, 2022. The motion for the adoption of the foregoing resolution was introduced by Councilmember and was duly seconded by Councilmember and upon vote being taken thereon, the following voted in favor thereof - The following voted against same: Rob Rafferty, Mayor ATTEST: Julianne Bartell, City Clerk CITY COUNCIL AGENDA ITEM 1E STAFF ORIGINATOR: Michael Grochala, Community Development Director MEETING DATE: March 14, 2022 TOPIC: Consideration of Resolution No. 22-32, Accepting Water Treatment Pilot Study VOTE REQUIRED: 315 INTRODUCTION Staff is requesting council acceptance of the Water Treatment Pilot Study. BACKGROUND In 2019, the Minnesota Department of Health tested the City's manganese levels in each of the City's wells as part of the EPA Unregulated Contaminant Monitoring Rule 4 (UCMR4). The water quality testing data from MDH indicated that five of the City's six wells exceed the maximum recommended manganese level for infants, and three of the wells exceeds the maximum recommend level for adults and children. A Water Treatment Plant feasibility study was completed in June of 2020 to evaluate options for addressing the manganese issue. A Utility Rate study, evaluating funding for the improvement, was completed by Baker Tilly and accepted by the City Council on May 10, 2021. On June 14, 2021, the City Council authorized WSB to complete the Water Treatment Pilot Study to verify the effectiveness of biological filtration to remove manganese, iron, and ammonia from the City's well water. The purpose of the study was to provide the City with critical information required to design and size a water treatment plant to address the manganese and iron levels in its drinking water. The attached report recommends construction of a conventional gravity filtration system using biological filtration with an initial treatment capacity of 6,000 gallons per minute (gpm). Biological filtration is promoted by the Minnesota Department of Health and is currently being used by the cities of Minneapolis, St. Paul, St. Cloud, and other communities in Minnesota to effectively treat their drinking water. Biological filtration could potentially save the City almost $1 million in chemical costs and save millions of gallons of water over the first 20 years of plant operation. With the completion of the Pilot Study the City is in a position to move forward with design of the Water Treatment Plant should the City Council decide to do so. Staff is planning to bring forth discussion on next steps at the April 4, 2022 work session. RECOMMENDATION Staff is recommending adoption of Resolution No. 22-32 Accepting Water Treatment Pilot Study. ATTACHMENTS 1. Resolution No. 22-32 2. Water Treatment Plant Pilot Study CITY OF LINO LAKES RESOLUTION NO. 22-32 RESOLUTION ACCEPTING WATER TREATMENT PILOT STUDY WHEREAS, the City Council is evaluating the construction of a Water Treatment Plant to reduce manganese, iron, and ammonia from the City's well water, and WHEREAS, on June 14, 2021 the City Council authorized a Water Treatment Pilot Study, and WHEREAS, WSB and Associates, the City Engineer, has completed the Water Treatment Pilot Study and is on file at the City of Lino Lakes. NOW, THEREFORE BE IT RESOLVED by The City Council of The City of Lino Lakes the Water Treatment Pilot Study is hereby accepted. Adopted by the Council of the City of Lino Lakes this 14th day of March, 2022. The motion for the adoption of the foregoing resolution was introduced by Council Member and was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Rob Rafferty, Mayor ATTEST: Julianne Bartell, City Clerk �p--N c WATER TREATMENT PILOT STUDY REPORT BIOLOGICAL REMOVAL OF AMMONIA, IRON, AND MAGANESE CITY OF LINO LAKES I ANOKA COUNTY I MINNESOTA February 28, 2022 Prepared for: City of Lino Lakes 600 Town Center Parkway, Lino Lakes, MN 55014 WSB PROJECT NO. 018601-000 mum WATER TREATMENT PILOT STUDY REPORT BIOLOGICAL REMOVAL OF AMMONIA, IRON AND MANGANESE AT WELL HOUSE NO. 6 FOR THE CITY OF LINO LAKES ANOKA COUNTY, MINNESOTA February 28, 2022 Prepared By: Water Treatment Pilot Study Report Biological Removal of Ammonia, Iron and Manganese at Well House No. 6 City of Lino Lakes, MN WSB Project No. 018601-000 wsb February 28, 2022 Mr. Justin Williams Public Works Superintendent City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014 Re: Water Treatment Pilot Study Report Biological Removal of Ammonia, Iron and Manganese at Well House No. 6 o City of Lino Lakes, MN WSB Project No. 018601-000 z W CO U) Dear Mr. Williams: m WSB is pleased to provide you with this pilot study report for the biological removal of ammonia, iron, and manganese completed at the Lino Lakes' Well House No. 6. The assistance provided by m city staff during the pilot study contributed to the success of the study. Staff's knowledge of the raw N water quality conditions and commitment to conducting water testing throughout the study was m extremely helpful. z J D Q a z 0 0 W D We appreciate the opportunity to be of assistance to the City of Lino Lakes and we look forward to assisting you when this project proceeds to the next phase. Please feel free to contact us if you have any questions or if you need additional information. Sincerely, WSB Greg F. Johnson, PE Director of Water/Wastewater CERTIFICATION I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Greg F. Johnson, PE Date: February 28, 2022 License No. 26430 Ursinio P PE Date: February 28, 2022 License No. 59303 Y. Ray Theiler, PE Date: February 28, 2022 License No. 57772 Water Treatment Pilot Study Report Biological Removal of Ammonia, Iron and Manganese at Well House No. 6 City of Lino Lakes, MN WSB Project No. 018601-000 TABLE OF CONTENTS TITLE SHEET LETTER OF TRANSMITTAL CERTIFICATION SHEET TABLE OF CONTENTS EXECUTIVE SUMMARY......................................................................................................1 1. INTRODUCTION........................................................................................................ 2 1.1 Purpose of Study................................................................................................ 2 1.1 Effects of Iron.....................................................................................................2 1.2 Effects of Manganese........................................................................................ 2 1.3 Effects of Ammonia............................................................................................ 3 1.4 Goals and Objectives......................................................................................... 3 2. RAW WATER QUALITY AND TREATMENT GOALS ............................................... 4 2.1 City -Wide Raw Water Quality.............................................................................4 2.2 Well 6 Raw Water Quality and Treatment Objectives.........................................4 3. PILOT EQUIPMENT AND SETUP............................................................................. 5 4. OPERATIONAL OVERVIEW..................................................................................... 6 5. RESULTS AND DISCUSSION................................................................................... 7 5.1 Aeration Requirements...................................................................................... 7 5.2 Iron Removal......................................................................................................8 5.3 Manganese Removal......................................................................................... 8 5.4 Ammonia Removal............................................................................................. 9 5.5 Nutrient Requirements..................................................................................... 10 5.6 Miscellaneous Water Quality Parameters........................................................ 11 5.7 Filter Backwash Frequency.............................................................................. 11 5.8 Filter Performance Testing............................................................................... 13 5.8.1 Backwash Recovery Test...................................................................... 13 5.8.2 Shutdown Recovery Test...................................................................... 13 6. FINANCIAL ANALYSIS...........................................................................................15 7. CONCLUSIONS AND RECOMMENDATION...........................................................16 7.1 Performance Takeaways.................................................................................. 16 7.2 Financial Takeaways........................................................................................ 16 7.3 Recommendation............................................................................................. 16 Water Treatment Pilot Study Report Biological Removal of Ammonia, Iron and Manganese at Well House No. 6 City of Lino Lakes, MN WSB Project No. 018601-000 EXECUTIVE SUMMARY The City of Lino Lakes completed a Water Treatment Plant Feasibility Study in 2020 that recommended conducting a water treatment pilot study to test the effectiveness of biological filtration to remove manganese from the City's drinking water. The Minnesota Department of Health (MDH) considers biological filtration to be an efficient and effective treatment method remove a wide variety of contaminants including manganese, ammonia, and iron. WSB's pilot trailer was mobilized to Well House No. 6 towards the end of September 2021 to start a biological filtration pilot study that ended on November 26, 2021. WSB's pilot skid tested two types of filter media to identify the best media type to remove manganese biologically. Although both media types had similar removal performance, gravity filters with silica sand and anthracite filter media are recommended for the proposed water treatment plant since the silica sand filter had a lower rate of headloss than the greensand filter and silica sand media is less expensive. The silica sand filter column also showed faster performance recovery in the backwash and shutdown recovery tests. The silica sand filter produced treated water with an average iron concentration of 0.02 mg/L, an average manganese concentration of 0.040 mg/L, and an average ammonia concentration of 0.02 mg/L, all of which are below the target treatment goals set for this pilot study. In addition to achieving excellent removal performance, the silica sand filter column achieved filter run times longer than one week before filter backwashing was required, which is exceptional for water filtration. Implementing biological filtration at the proposed water treatment plant will eliminate the need to prechlorinate the water and to feed sodium or potassium permanganate to oxidize iron, ammonia, and manganese. These chemicals are required in conventional filtration facilities and are costly to feed. The reduction in chemical usage is projected to generate approximately $950,000 in operational savings over the next 20 years when compared to a conventional filtration facility in Lino Lakes. In addition to generating operational savings, utilizing fewer chemicals produces less processed and more sustainable water. Based on the treatment results obtained in this pilot study and the projected operational savings, it is recommended to design and construct a gravity filtration water treatment plant that utilizes biological filtration to remove manganese in Lino Lakes. Data collected in this pilot study will aid in the design of the future facility. Water Treatment Pilot Study Report Biological Removal of Ammonia, Iron and Manganese at Well House No. 6 City of Lino Lakes, MN WSB Project No. 0 18601 -000 Page 1 1. INTRODUCTION 1.1 Purpose of Study WSB was authorized to complete this water treatment pilot study as the first step to verify the effectiveness of a full-scale gravity biological filtration water treatment plant to remove ammonia, iron, and manganese from the City's water. Conducting this pilot study was recommended in the City's Water Treatment Plant Feasibility Study completed in June 2020. The MDH considers biological filtration to be an efficient and effective treatment method to remove ammonia, iron, manganese, and other contaminants in public drinking water supplies. The purpose of the pilot study is to provide the City with critical information that is required to design and construct a water treatment plant if the City decides to address the high manganese levels in its drinking water. It was decided to conduct the pilot study with groundwater pumped by Well 6 because it contains the highest levels of manganese and iron in comparison to the City's other wells. 1.1 Effects of Iron Iron in drinking water is regulated by the Secondary Drinking Water Standards (SDWS) set by the U.S. Environmental Protection Agency (EPA). Unlike with the Primary Drinking Water Standards, the SDWS are not enforced since they are not considered to be a health risk. The SDWS are guidelines to assist public water systems in managing their drinking water for aesthetic considerations. The SDWS for iron is 0.30 mg/L. Iron concentrations above the SDWS can stain household fixtures and clothing, cause water discoloration, coat pipes within water distribution systems, and cause unpleasant taste and odors. Dissolved iron can be treated by oxidizing it to its insoluble form and removing it by filtration. Iron is usually oxidized with aeration, chlorine, or a combination of the two. 1.2 Effects of Manganese Manganese is a common, naturally occurring mineral found in rocks, soil, groundwater, and surface water. The SDWS include a recommended limit for manganese since manganese causes physical and aesthetic effects on drinking water such as staining, taste, and color. Manganese in water can stain laundry, cause scaling on plumbing, and cause water to look, smell, or taste bad. Additionally, manganese can create a brownish -black or black stain on toilets, showers, bathtubs, and sinks. The SDWS recommended limit for manganese in drinking water is 0.05 mg/L. The EPA is in the process of determining if a Maximum Contaminant Level (MCL) should be established for manganese due to updated research on its health effects. As such, the EPA included manganese in the Fourth Unregulated Contaminant Monitoring Rule (UCMR4), which requires all public drinking water systems serving over 10,000 people and randomly selected small systems to monitor for manganese. The EPA will also consider the health effects of manganese in their regulatory determination and evaluate potential risks to adults, children, and infants. The MDH, in conjunction with studies conducted by others, has determined that children and adults who drink water with high levels of manganese for an extended period of time may experience problems with memory, attention, and motor skills. These side effects are more acute in infants (babies under the age of one), as they may result in long term learning and behavioral problems. Therefore, the MDH has established a maximum recommended manganese concentration in drinking water of 0.10 mg/L for infants and 0.30 mg/L for adults and children. Similar to iron, dissolved manganese can be treated in drinking water by oxidizing it to its insoluble form and removing it by filtration. Manganese is usually oxidized with potassium or sodium permanganate. However, manganese can also be removed biologically from water using naturally occurring microorganisms. Water Treatment Pilot Study Report Biological Removal of Ammonia, Iron and Manganese at Well House No. 6 City of Lino Lakes, MN WSB Project No. 0 18601 -000 Page 2 1.3 Effects of Ammonia Many groundwater sources throughout the United States have elevated levels of ammonia due to natural processes, agricultural runoff or animal feeding operations. Although ammonia is not currently regulated by the EPA, elevated levels of ammonia will pose operational and health concerns if nitrification takes place in the distribution system. Nitrification is the conversion of ammonia to nitrite and nitrate, which can lead to potential corrosion issues, taste and odor concerns, and ultimately, elevated nitrite and nitrate levels throughout the distribution system. Nitrite and nitrate are regulated under the PDWS since they are known to have significant effects on human health. Ammonia is typically treated with the formation of monochloramine and breakpoint chlorination, which results in the removal of ammonia by a chemical reaction with chlorine. Other conventional methods to treat ammonia include advanced oxidation, air stripping, or reverse osmosis. Similar to treating manganese, ammonia can be removed from water biologically. Biological ammonia removal relies on naturally occurring microorganisms to convert ammonia to nitrite and nitrate. Biological ammonia removal at the treatment plant eliminates the likelihood of nitrification taking place in the distribution system and potentially lowers the chlorine dosages needed to maintain adequate free chlorine residuals in the treated water. 1.4 Goals and Objectives The main objective of this pilot study is to evaluate whether ammonia, iron and manganese can be removed biologically without the use of prechlorination and potassium or sodium permanganate. Another main objective of this study is to obtain data that can be used to design, construct, and operate a gravity filtration water treatment plant utilizing biological filtration in Lino Lakes. The specific goals of this pilot study are described below: 1. Evaluate if biological filtration can meet the treatment goals set in this study; 2. Compare the biological filtration efficiency of various types of filter media; 3. Evaluate the duration of the biological acclimation process; 4. Evaluate the dissolved oxygen concentration needed to enhance biological filtration; 5. Establish a backwash procedure that effectively cleans the biological filters; 6. Evaluate the filter runtime of each filter media type; 7. Determine if nutrients are needed to enhance the performance of biological filtration; 8. Evaluate whether microorganisms remain effective in colder water temperatures; 9. Evaluate the performance of the biological filters following a backwash; and 10. Evaluate the performance of the biological filters following a period of shutdown. Water Treatment Pilot Study Report Biological Removal of Ammonia, Iron and Manganese at Well House No. 6 City of Lino Lakes, MN WSB Project No. 0 18601 -000 Page 3 2. RAW WATER QUALITY AND TREATMENT GOALS 2.1 City -Wide Raw Water Quality The raw water pumped from each municipal well in the City of Lino Lakes was tested as part of the Water Treatment Plant Feasibility Study completed in 2020. A summary of the raw water manganese, iron, and ammonia concentrations in each well are shown in Table 2-1. Well 6 was used to conduct the pilot study due to its high combined concentrations of iron and manganese. Table 2-1. Existing Water Supply Well Name Total Iron (mg/L) Dissolved Iron (mg/L) Total Manganese (mg/L) Dissolved Manganese (mg/L) Ammonia (mg/L) Well N/A N/A N/A N/A N/A Well 0.181 0.323 0.249 0.256 ND Well ND ND 0.383 0.395 0.28 Well 0.105 0.084 0.086 0.093 0.21 Well 0.310 0.290 0.152 0.151 0.14 Well 0.050 ND 0.376 0.357 0.21 N/A - Not Applicable; ND - Non -Detect 2.2 Well 6 Raw Water Quality and Treatment Objectives The raw water quality measured during the pilot study is presented in Table 2-2. Also shown in Table 2-2 are the target effluent or treatment goal concentrations for the pilot study. Table 2-2. Raw Water Quality Parameter Unit Raw Water Quality Target Effluent Concentration Average Range Total Iron mg/L 0.05 0.00 - 0.17 < 0.30 Total Manganese mg/L 0.410 0.40 - 0.45 < 0.050 Ammonia-N mg/L 0.35 0.30 - 0.40 < 0.10 Dissolved Oxygen (DO) mg/L 1.60 0.71 - 3.20 > 4.0 Orthophosphate mg/L 0.13 0.07 - 0.23 N/A Total Organic Carbon (TOC) mg/L 2.6 1.6 - 3.5 N/A Alkalinity mg/L CaCO3 254 252 - 255 N/A H SU 7.03 6.4-7.9 7.0-8.0 Temperature Degrees F 51.6 50.2 - 53.4 N/A Water Treatment Pilot Study Report Biological Removal of Ammonia, Iron and Manganese at Well House No. 6 City of Lino Lakes, MN WSB Project No. 018601-000 Page 4 3. PILOT EQUIPMENT AND SETUP A small portion of the groundwater pumped by Well 6 was routed to WSB's pilot skid for treatment, which was located inside the pilot trailer parked next to Well House No. 6. The treatment equipment used in the pilot skid is described below. Detention Basin: The first treatment unit of the pilot skid was a detention basin. Compressed air was introduced upstream of the detention basin at various flow rates to increase the dissolved oxygen (DO) concentration of the raw water to promote biological growth. A 30-minute detention time was targeted in the detention basin. Transfer Pump: The transfer pump was located downstream of the detention basin and was used to pump water from the detention basin into the filter columns. A pressure reducing valve (PRV) was installed downstream of the pump to maintain an optimal water pressure upstream of the filter columns. Media Filters: Two 6-inch diameter filter columns were operated in parallel and downstream of the transfer pump. The filter media in Filter 1 consisted of 18 inches of silica sand and 12 inches of anthracite, and the filter media in Filter 2 consisted of 18 inches of greensand and 12 inches of anthracite. Both filters had an underdrain system with reverse graded gravel and torpedo sand. Treated water from each filter was discharged near Well House No. 6. Other Equipment: The pilot plant was equipped with flowmeters (air and water), a flow totalizer, pressure gauges, sample taps, an air compressor, and a HACH DR900 colorimeter to test water quality. A flow schematic and photo of WSB's pilot trailer are shown below. Filter 1 Filter 1 Effluent Well 6 Raw Detention Transfer Water � Basin � Pump Filter 2 => Filter 2 Effluent Figure 3-1. WSB's Pilot Trailer at Lino Lakes' Well House No. 6 Water Treatment Pilot Study Report Biological Removal of Ammonia, Iron and Manganese at Well House No. 6 City of Lino Lakes, MN WSB Project No. 018601-000 Page 5 4. OPERATIONAL OVERVIEW Influent flow to the pilot skid was maintained at 1.2 gallons per minute (GPM). From there, water was pumped into each filter at a flow rate of 0.6 GPM per filter to achieve a filter loading rate of 3.0 GPM per square foot (SF) of filter media per recommended Ten States Standards. The above water flow rates achieved a 30-minute detention time in the detention basin and an empty bed contact time (EBCT) of 6.2 minutes in each filter column. The filters were backwashed with raw water when a terminal headloss of 120 inches was achieved. Following set up and staff training, this pilot study was conducted in two operational phases, the microbial acclimation phase and the treatment efficiency phase. The microbial acclimation phase consisted of adjusting the aeration flow rate to promote rapid biological growth. Nutrients were not required in this pilot study as it was determined that the natural orthophosphate concentration in the raw water was sufficient to promote biological filtration. The second phase of the study (treatment efficiency phase) started when the filters were fully acclimated and removing the majority of the manganese. Towards the end of this phase, biological filter performance was measured following a backwash and a 1-week shutdown period. Regardless of the operational phase, day to day monitoring procedures and water quality sampling remained the same throughout the study. Daily operations included monitoring the flow rates (air and water) and water pressure. Water quality sampling consisted of testing the water at various treatment stages throughout the pilot skid. The majority of the water quality sampling and testing was completed on site by City staff with some samples being shipped to a certified laboratory for testing and QA/QC purposes. City staff were also responsible for daily monitoring of the pilot skid. Filter backwashing was accomplished using a combination of air and raw water. The duration of the entire backwash was approximately 12 to 15 minutes (for each filter). After draining the filter columns for about a minute, air was introduced through the underdrain system for 5 minutes. The air scouring loading rate was maintained at 2 cubic feet per minute per square foot of filter media (CFM/SF) for the first 3 minutes and then increased to 3 CFM/SF for the following 2 minutes. After the initial 5 minutes of air scouring, a simultaneous air and water backwash took place for 2 minutes. During that time, the air scouring loading rate was reduced to 1 CFM/SF and the water loading rate was maintained at 8 GPM/SF. Following the simultaneous backwash, the filter columns were backwashed with water for a period of 4 minutes. During the water -only backwash, the water loading rate was varied from 8 GPM/SF to 15 GPM/SF. The backwash water flow was stopped when the filter media achieved 50-percent stratification for approximately 1 minute. Following the backwash, the media was allowed to settle for a short period (3 to 5 minutes) to ensure that no media was lost when normal filter operation resumed. This backwashing strategy was effective removing particle clusters without losing a significant quantity of microorganisms. WSB staff conducted all backwashes. Water Treatment Pilot Study Report Biological Removal of Ammonia, Iron and Manganese at Well House No. 6 City of Lino Lakes, MN WSB Project No. 0 18601 -000 Page 6 5. RESULTS AND DISCUSSION The pilot study was conducted for nine weeks beginning on September 22, 2021 and ending on November 26, 2021. The microbial acclimation phase took place over the initial three weeks and the treatment efficiency phase continued until the study was completed. A backwash recovery test was completed during the eighth week and a 1-week shutdown test took place during the last week of the study. Individual treatment results are summarized in the following sections. 5.1 Aeration Requirements Atmospheric air was fed upstream of the detention basin to promote biological growth in the filter columns and to oxidize the dissolved iron present in the raw water. The air flow rate was optimized during the microbial acclimation phase with the goal of maintaining a pre -filtration DO concentration of 6 to 8 mg/L and a post -filtration DO concentration above 4 mg/L. The final air flowrate used in this study was 0.50 CFM, which generated an air flow and water flow rate relationship of approximately 0.40 CFM/GPM (concurrent air and water flow). It is possible that a full-scale biological filtration facility in Lino Lakes will require a lower air to water flow rate ratio than used in this study to effectively treat ammonia, iron, and manganese. The DO concentration change through the pilot skid is shown in Figure 5-1. As shown in the figure below, the raw water DO concentration increased from an average of 1.6 mg/L to an average of 6.7 mg/L after aeration and then decreased to an average of 5.9 mg/L after filtration. Both biological filters consumed a similar amount of DO regardless of the media type. M 9.0 8.0 7.0 6.0 'P 5.0 0 4.0 U o 3.0 U 2.0 im RM O O • i O O O ❑ ❑ p 8 ❑ O • O O ❑ ❑ O O O ❑ • o p 0 0 ❑ X X X X X X X X X X X X 09/22/21 09/29/21 10/06/21 10/13/21 10/21 /21 10/28/21 11 /04/21 11 /11 /21 11 /19/21 Date (mm/dd/yy) X Raw Influent O Post -Detention O Filter 1 Effluent ❑ Filter 2 Effluent Figure 5-1. DO Concentration Change in the Pilot Skid The DO consumed by the filters increased significantly during the treatment efficiency phase when compared to the acclimation phase due to the larger microorganism population in the filters at that time. Table 5-1 below summarizes the average DO consumed by the filters during both phases of the study. Table 5-1. Changes to DO Consumption Phase Avg. DO Consumption Filter 1 Filter 2 Acclimation 7% 3% Treatment Efficiency 14% 13% Water Treatment Pilot Study Report Biological Removal of Ammonia, Iron and Manganese at Well House No. 6 City of Lino Lakes, MN WSB Project No. 0 18601 -000 Page 7 5.2 Iron Removal The iron removal results obtained in this pilot study are shown in Figure 5-2. The figure below shows the raw water iron concentration, the effluent iron concentration (Filter 1 and Filter 2), and the effluent target iron concentration. The iron concentration in the water was reduced from an average of 0.05 mg/L to an average of 0.02 mg/L. Both biological filters produced similar effluent iron concentrations throughout the pilot study. The average filter effluent concentration is approximately 93-percent below the EPA SDWS for iron. 0.5 0.4 J C 0.3 0 m 0.2 U C O 0.0 09/22/21 09/29/21 10/06/21 10/13/21 10/21 /21 10/28/21 11 /04/21 11 /11 /21 11 /19/21 Date (mm/dd/yy) X Raw Influent ♦ Filter 1 Effluent ❑ Filter 2 Effluent Effluent Target Conc. Figure 5-2. Biological Iron Removal The iron removed by the filters increased during the treatment efficiency phase when compared to the acclimation phase. Although Filter 2 had a better removal performance than Filter 1, the difference in effluent iron concentration between the two filters during the treatment efficiency phase was only 0.01 mg/L. Table 5-2 below summarizes the average iron removed by the filters during both phases of the study. Table 5-2. Iron Removal Efficiency Phase Avg. Iron Removal Filter 1 Filter 2 Acclimation 24% 32% Treatment Efficiency 63% 82% 5.3 Manganese Removal The manganese removal results obtained in this pilot study are shown in Figure 5-3. The figure below shows the raw water manganese concentration, the effluent manganese concentration (Filter 1 and Filter 2), and the effluent target manganese concentration. The manganese concentration in the water was reduced from an average of 0.410 mg/L to an average of 0.040 mg/L in Filter 1 and 0.023 mg/L in Filter 2 during the treatment efficiency phase. Although Filter 2 produced water with lower manganese concentrations, the effluent manganese concentrations from both filters were almost identical towards the end of the study. All effluent manganese concentrations during the treatment efficiency phase were below EPA's SDWS for manganese and the MDH's guidance values of 0.10 mg/L for infants and 0.30 mg/L for children and adults. Water Treatment Pilot Study Report Biological Removal of Ammonia, Iron and Manganese at Well House No. 6 City of Lino Lakes, MN WSB Project No. 0 18601 -000 Page 8 0.5 0.4 M 0.0 09/22/21 09/29/21 10/06/21 10/ 13/21 10/21 /21 10/28/21 11 /04/21 11 /11 /21 Date (mm/dd/yy) 11 /19/21 X Raw Influent ♦ Filter 1 Effluent ❑ Filter 2 Effluent Effluent Target Conc. Figure 5-3. Biological Manganese Removal Similar to the iron removal results, the manganese removed by the filters increased significantly during the treatment efficiency phase when compared to the acclimation phase. Filter 1 performed significantly better during the acclimation phase, but Filter 2 ended up removing slightly more manganese than Filter 1 towards the end of the study. Table 5-3 below summarizes the average manganese removed by the filters during both phases of the study. Table 5-3. Manganese Removal Efficiency Phase Avg. Manganese Removal Filter 1 Filter 2 Acclimation 43% 26% Treatment Efficiency 91 % 95% 5.4 Ammonia Removal The ammonia removal results obtained in this pilot study are shown in Figure 5-4. The figure below shows the raw water ammonia concentration, the effluent ammonia concentration (Filter 1 and Filter 2), and the effluent target ammonia concentration. The filters' effluent ammonia concentrations were almost identical towards the end of the study and all effluent ammonia concentrations during the treatment efficiency phase were below the target effluent concentration of 0.10 mg/L. It should be noted that the raw water ammonia concentration in Well 6 was higher than expected when compared to the water quality testing completed in 2020 as part of the City's Water Treatment Plant Feasibility Study (see Table 2-1 for the 2020 sampling results). Water Treatment Pilot Study Report Biological Removal of Ammonia, Iron and Manganese at Well House No. 6 City of Lino Lakes, MN WSB Project No. 0 18601 -000 Page 9 A 0.5 0.4 0.1 0.0 09/22/21 09/29/21 10/06/21 10/13/21 10/21 /21 10/28/21 11 /04/21 11 /11 /21 11 /19/21 Date (mm/dd/yy) X Raw Influent ♦ Filter 1 Effluent ❑ Filter 2 Effluent Effluent Target Conc. Figure 5-4. Biological Ammonia Removal Ammonia is removed biologically from the water using a two-step process called nitrification. First, Nitrosomonas microorganisms convert ammonia to nitrite, then Nitrobacter microorganisms convert nitrite into nitrate. The effluent nitrite concentrations increase during the first step of nitrification until the Nitrobacter microorganisms are acclimated, which usually takes 2 to 3 weeks. Due to the expected low concentration of ammonia in the raw water, the MDH did not require monitoring for nitrite or nitrate in Lino Lakes' study. However, since the raw water ammonia was over 0.20 mg/L, randomized testing was completed for nitrite and nitrate by WSB staff to monitor the effluent concentrations. Effluent nitrite and nitrate concentrations were maintained below 0.30 mg/L and around 1 mg/L, respectively, which is significantly below the MLC established by the EPA for each contaminant. Towards the end of the study, the nitrite concentrations were reduced to near zero and almost all the ammonia was converted to nitrate. Filter 1 performed significantly better than Filter 2 during the acclimation phase. However, both filters achieved similar levels of performance towards the end of the study during the treatment efficiency phase. Table 5-4 below summarizes the average ammonia removed by the filters during both phases of the study. Table 5-4. Ammonia Removal Efficiency Phase Avg. Ammonia Removal Filter 1 Filter 2 Acclimation 50% 37% Treatment Efficiency 94% 93% 5.5 Nutrient Requirements Orthophosphate is a form of phosphorus that is dissolved in the water. Because it is dissolved, it is immediately available to be consumed by microorganisms for growth. Since orthophosphate is consumed by the microorganisms, it is important to maintain an adequate concentration upstream of the filters. The natural raw water orthophosphate concentration from Well 6 averaged 0.13 mg/L. This concentration was sufficient to promote rapid biological growth, so additional nutrients were not required during the pilot study. Water Treatment Pilot Study Report Biological Removal of Ammonia, Iron and Manganese at Well House No. 6 City of Lino Lakes, MN WSB Project No. 0 18601 -000 Page 10 5.6 Miscellaneous Water Quality Parameters Other parameters that were monitored during this study included alkalinity, pH, water temperature, total organic carbon (TOC), and coliform bacteria. Water temperature and pH were tested on site while alkalinity, TOC, and coliform bacteria samples were shipped to a certified laboratory for testing. Alkalinity: Raw water alkalinity averaged 255 mg/L as CaCO3 during the pilot study. Biological filtration had minor impacts on alkalinity as the effluent concentrations were maintained around 250 mg/L as CaCO3 during the treatment performance phase. pH: Raw water pH averaged 7.0 SU during the pilot study. Effluent average pH concentrations for Filter 1 and Filter 2 were 7.2 SU and 7.3 SU, respectively. The slight increase in pH is due to the water being aerated. When water is aerated, it creates a turbulence which causes the dissolved carbon dioxide (CO2) and carbonic acid in the water to outgas. Outgasification of CO2 and carbonic acid from water results in pH increase. Effluent pH concentrations were maintained within the range set by the treatment goals. Water Temperature: Raw water temperature ranged from 50.2 OF to 53.4 OF and effluent water temperatures averaged 53.9 OF. Microorganisms thrive in warmer and stable environments and the lower water temperatures experienced during the winter months did not affect the performance of the biological filters. Water temperature increased in the pilot skid since the ambient temperature in the pilot trailer ranged between 50 IF and 60 IF on most days. TOC: The raw water TOC concentration averaged 2.6 mg/L during the study. Filter 1 and Filter 2 removed on average 14-percent and 16-percent of the influent TOC, respectively. Both removal performances are on par with results obtained in other biological filtration applications. TOC sampling was conducted both during the microbial acclimation and the treatment efficiency phases. Coliform Bacteria: Coliform bacteria were tested during both phases of the study. All laboratory results, both influent and effluent, returned absent E.Coli results. Total Trihalomethanes (TTHM): Organic carbon in groundwater is predominantly natural organic matter, which is typically derived from living or decayed vegetation. Natural organic matter can be present in particulate, dissolved, and colloidal forms, and it is usually assessed when TOC exists in the raw water. Disinfection byproducts (DBPs), which are suspected by the EPA to cause cancer, can form in the drinking water when natural organic matter is present along with chlorine. This occurs when chlorine is added to the drinking water for treatment. Higher chlorine doses and TOC concentrations will lead to more DBPs being formed. DBPs can be assessed based on the TTHM concentration in the water. The MDH waived the requirement to test for TTHMs during this study as historically, the TTHM concentrations in Lino Lakes raw water have ranged from 94-percent to 99-percent below EPA's MCL. The future TTHM concentrations in Lino Lakes are expected to be even lower if a water treatment plant is constructed as some of the TOC in the raw water will be removed at the treatment plant. In addition, the TTHMs should become even lower with biological filtration since prechlorination would not be used in the filtration process. 5.7 Filter Backwash Frequency Obstruction to water flowing through a filter increases as contaminants are removed from the water and accumulate in the media over time. This phenomenon is referred to as headloss through the filter. Headloss will eventually reach a point known as terminal headloss, at which time the filter must be backwashed. If a filter does not reach terminal headloss to initiate a backwash, weekly backwashes are still recommended to avoid channeling and breakthrough of contaminants. The terminal headloss was set to 120 inches. It is not uncommon for conventional water filtration facilities that treat groundwater to be backwashed every 2 to 3 days. On the contrary, biological filtration facilities tend to experience longer filter run times of 3 to 7 days. Usually, the main groundwater contaminant affecting headloss buildup is iron, and water treatment facilities with high raw water iron concentrations may have to backwash their filters as often as once per Water Treatment Pilot Study Report Biological Removal of Ammonia, Iron and Manganese at Well House No. 6 City of Lino Lakes, MN WSB Project No. 0 18601 -000 Page 11 day. Backwashing impacts the production capacity of a filter as it cannot treat water when being backwashed. Consequently, it is the goal of any utility to reduce backwashes as much as possible. The headloss buildup in Filter 1 is shown in Figure 5-5 and the headloss buildup in Filter 2 is shown in Figure 5-6. The pilot filters were not backwash for a period of 3 to 4 weeks at the beginning of the study to minimize media disturbance during the acclimation phase and to analyze if terminal headloss could be reached. However, since the raw water iron concentration was very low, the biological filters never reached terminal headloss. Consequently, the filters were backwashed every 7 to 15 days after the first month of the study following the procedure described in Section 4. The rate of headloss buildup was slightly higher in Filter 2 since greensand media is smaller than silica sand media and can obstruct more water flow. Also, headloss data collected for Filter 2 in November 2021 is inaccurate. It is suspected that media blocked the pressure gauge pipe assembly during this month and then dislodged from the pressure gauge. 140 120 -�;- 100 80 ° 60 m = 40 20 0 T 09/09/21 140 120 100 U) a� E: 80 U) U) ° 60 0 ° aD = 40 20 � �i � �i �i i� i I� � e it ��1♦ ♦ I I O I I I 1 I I OI I I I 1 I I I I I I I I I 09/18/21 09/28/21 10/07/21 10/17/21 10/26/21 11 /05/21 11 /14/21 11 /24/21 Date (mm/dd/yy) Terminal Headloss ♦ Filter 1 Headloss — — Backwash Event Figure 5-5. Filter 1 Headloss 0; I I I I. I I 09/09/21 09/18/21 09/28/21 10/07/21 10/17/21 10/26/21 11 /05/21 11 /14/21 11 /24/21 Date (mm/dd/yy) Terminal Headloss ❑ Filter 2 Headloss — — Backwash Event Figure 5-6. Filter 2 Headloss Water Treatment Pilot Study Report Biological Removal of Ammonia, Iron and Manganese at Well House No. 6 City of Lino Lakes, MN WSB Project No. 0 18601 -000 Page 12 5.8 Filter Performance Testing The MDH biological filtration pilot protocol requires two performance tests to be completed when the filters are fully acclimated with microorganisms. The first performance test is a backwash recovery test which is used to evaluate the filtration efficiency of the biological filters immediately after a backwash. The second performance test is a shutdown recovery test which his used to evaluate the filtration efficiency of the biological filters after the filters are out of service for one week. 5.8.1 Backwash Recovery Test It is almost inevitable that some microorganisms will be washed away when backwashing a biological filter. Therefore, it is important to utilize a backwash strategy that effectively cleans the filters while minimizing the loss of microorganisms. In order to assess the biological filter recovery, water quality samples were obtained in 15-minute intervals following a backwash for 30 to 45 minutes. Prior to sampling the post backwash effluent water, the media was allowed to settle for 5 minutes in each filter. The post backwash results were compared to the pre backwash results to determine how long it required the filter to recover its pre backwash performance. The backwash recovery test results are summarized in Table 5-5. The backwash recovery test was completed during the eighth week of the pilot study. Table 5-5. Backwash Recovery Test Results Filter No. Contaminant Pre -Backwash Conc. m /L ( 9 ) Post Backwash Conc. (mg/L) Target Effluent Conc. m /L ( 9 ) 15-min 30-min 45-min Iron 0.00 0.02 0.02 N/A 0.30 1 Manganese 0.029 0.032 0.032 0.023 0.050 Ammonia 0.03 0.01 0.03 N/A 0.10 Iron 0.01 0.03 0.01 N/A 0.30 2 Manganese 0.021 0.030 0.036 0.033 0.050 Ammonia 0.03 0.12 0.03 N/A 0.10 All post backwash concentrations for Filter 1 were below the target effluent concentrations set for this pilot study within 15 minutes of conducting a backwash. The pre backwash iron concentration was not recovered within 45 minutes of the backwash. This is not a concern as the effluent iron concentration was maintained below the target effluent goal following the backwash. All post backwash concentrations for Filter 2 were below the target effluent concentrations set for this pilot study within 30 minutes of conducting a backwash. The pre backwash manganese concentration was not recovered within 45 minutes of the backwash. This is not a concern as the effluent manganese concentration was maintained below the target effluent goal following the backwash. 5.8.2 Shutdown Recovery Test Microorganisms need "food" (oxygen, nutrients, and contaminants) in order to survive. Therefore, a portion of the microorganisms may not survive if water flow is stopped and "food" is not available. In order to test the survivability of the microorganisms, both filters were shut down for a period of one week. Similar to the backwash recovery test, the performance of each filter was measured before and after the shutdown to determine the recovery time of each filter for up to 24 hours. The shutdown recovery test results are summarized in Table 5-6. The shutdown recovery test was completed during the last week of the pilot study. Water Treatment Pilot Study Report Biological Removal of Ammonia, Iron and Manganese at Well House No. 6 City of Lino Lakes, MN WSB Project No. 0 18601 -000 Page 13 Table 5-6. Shutdown Recovery Test Results Filter No. Contaminant Pre -Shutdown Conc. m /L ( 9 ) Post Shutdown Conc. (mg/L) Target Effluent Conc. m /L ( g ) 30-min 1-hour 2-hour 24-hour Iron 0.01 0.01 N/A N/A N/A 0.30 1 Manganese 0.017 0.092 0.023 0.022 0.026 0.050 Ammonia 0.02 0.10 0.07 0.06 0.01 0.20 Iron 0.01 0.02 0.01 N/A N/A 0.30 2 Manganese 0.015 0.087 0.025 0.027 0.022 0.050 Ammonia 0.02 0.12 0.09 0.11 0.04 0.20 All post shutdown concentrations for Filter 1 were below the target effluent concentrations set for this pilot study within 1 hour of re -starting the filter. The pre shutdown manganese concentration was not recovered within 24 hours of the re -startup. This is not a concern as the effluent manganese concentration was below the MDH guidance value for infants within 30 minutes of filter startup. All post shutdown concentrations for Filter 2 were below the target effluent concentrations set for this pilot study within 1 hour of re -starting the filter. The pre shutdown ammonia and manganese concentrations were not recovered within 24 hours of the re -startup. This is not a concern as the effluent manganese concentration was below the MDH guidance value for infants within 30 minutes of filter startup and the effluent ammonia concentration was maintained below the target treated goal following the shutdown period. Water Treatment Pilot Study Report Biological Removal of Ammonia, Iron and Manganese at Well House No. 6 City of Lino Lakes, MN WSB Project No. 018601-000 Page 14 6. FINANCIAL ANALYSIS Instead of relying heavily on chemicals like other treatment methods, biological filtration relies on naturally occurring microorganisms to treat water. Therefore, one of the main advantages of biological filtration is the reduction of chemical usage which can result in significant chemical savings over time. In addition, biological filtration produces less processed and more sustainable water due to the reduction of chemical use. Biological filtration eliminates the need to feed chlorine upstream of the filters (prechlorination) to oxidize iron and ammonia and the need to feed permanganate (potassium or sodium permanganate) to oxidize manganese. Similar to conventional filtration, chlorine is still needed downstream of the filters for disinfection purposes. In addition to chlorine, fluoride is also needed in the finished water. Orthophosphate is sometimes also needed in the plant effluent for lead and copper corrosion control in the water distribution system. Figure 6-1 shows a 20-year projection of the annual water treatment chemical costs in Lino Lakes for a conventional filtration facility and a biological filtration facility. Chemicals included in this analysis consist of permanganate and chlorine. Fluoride and orthophosphate were not included in this analysis as both chemicals may be needed in the same amount regardless of the treatment type used. The chemical cost projection below includes a 3-percent inflation rate. $90,000 $80,000 $70,000 ig� $60,000 2 U$50,000 CO $40,000 E U$30,000 $20,000 $10,000 2020 2022 2024 2026 2028 2030 2032 2034 2036 2038 2040 Date Conventional Filtration Biological Filtration Figure 6-1. Chemical Cost Projection for Water Treatment The chemical cost projection shown in Figure 6-1 is summarized in Table 6-1 below. As shown in the table below, biological filtration has the potential of generating almost $950,000 in chemical savings over the next 20 years by eliminating the use of permanganate and prechlori nation. Table 6-1. Cumulative Chemical Cost Projection Year Conventional Treatment Biological Treatment Cumulative Savings 2020 $ 34,405 $ 6,738 $ 27,667 2030 $ 476,597 $ 96,718 $ 379,879 2040 $ 1,192,271 $ 242,339 $ 949,932 Water Treatment Pilot Study Report Biological Removal of Ammonia, Iron and Manganese at Well House No. 6 City of Lino Lakes, MN WSB Project No. 0 18601 -000 Page 15 7. CONCLUSIONS AND RECOMMENDATION The final conclusions and recommendations from this pilot study to assess the feasibility of biological filtration as a water treatment method in Lino Lakes are summarized as follows: 7.1 Performance Takeaways Aeration Requirements: An air flow rate to water flow rate ratio of 0.40 CFM/GPM was sufficient to promote rapid biological growth and to maintain an effluent DO concentration above 4 mg/L. Iron Removal: The iron concentration in the raw water was reduced from an average of 0.05 mg/L to an average 0.02 mg/L, which is 93-percent below the EPA Secondary Standard for iron. Both biological filters produced similar effluent iron concentrations throughout the pilot study. Manganese Removal: The manganese concentration in the raw water was reduced from an average of 0.410 mg/L to an average of 0.040 mg/L in Filter 1 and 0.023 mg/L in Filter 2. All effluent manganese concentrations during the treatment efficiency phase were below EPA's Secondary Standard and MDH's guidance values for manganese. Ammonia Removal: The ammonia concentration in the raw water was reduced from an average of 0.35 mg/L to an average 0.02 mg/L in Filter 1 and 0.03 mg/L in Filter 2. All effluent concentrations during the treatment efficiency phase were below the target concentration of 0.10 mg/L. Nutrient Requirements: The raw water orthophosphate concentration was sufficient to promote rapid biological growth, and additional nutrients were not required during the pilot study. Filter Headloss and Backwash Frequency: Terminal headloss was never reached during the study and the biological pilot filters were backwashed every 7 to 15 days. The rate of headloss buildup was slightly higher in Filter 2 when compared to Filter 1. Filter Performance Testing: Filter performance testing determined that the effluent treatment goals were met within 30 minutes following a filter backwash and within 1 hour following a 1-week plant shutdown. Filter 1 recovered slightly faster than Filter 2. 7.2 Financial Takeaways Implementing biological filtration in Lino Lakes has the potential of generating approximately $950,000 in chemical savings over the next 20 years when compared to conventional filtration. In addition to generating operational savings, utilizing fewer chemicals produces less processed and more sustainable water. 7.3 Recommendation As recommended in the City's Water Treatment Plant Feasibility Study, it is recommended to design and construct a gravity filtration water treatment plant with biological filtration in Lino Lakes given its piloted treatment performance and projected operational cost savings. Both media types piloted exhibited similar removal performance, headloss buildup rates, and responded similarly to filter performance testing. However, gravity filters with silica sand and anthracite are recommended for Lino Lakes since the silica sand filter had a lower rate of headloss than the greensand filter and should require less frequent filter backwashing. In addition, silica sand is less expensive than greensand filter media. Water Treatment Pilot Study Report Biological Removal of Ammonia, Iron and Manganese at Well House No. 6 City of Lino Lakes, MN WSB Project No. 0 18601 -000 Page 16 COUNCIL MINUTES DRAFT 2 LINO LAKES CITY COUNCIL 3 SPECIAL MEETING 4 MINUTES 5 6 DATE : March 7, 2022 7 TIME STARTED : 6:05 p.m. 8 TIME ENDED : 6:12 p.m. 9 MEMBERS PRESENT : Councilmember Stoesz, Lyden, 10 Ruhland, Cavegn and Mayor Rafferty 11 MEMBERS ABSENT 12 Staff members present: City Administrator Sarah Cotton; Human Resources and Communications 13 Manager Meg Sawyer; City Clerk Julie Bartell 14 15 PUBLIC COMMENT 16 There were no public comments. 17 SETTING THE AGENDA 18 The agenda was approved as presented. 19 ADMINISTRATION DEPARTMENT REPORT 20 1A) Consider Appointment of Aquatics Supervisor - Human Resources and Communications 21 Manager Sawyer reviewed her written report outlining applicant qualifications, the recruitment 22 process and a recommendation to appoint Madeline Rosewood to the new position. 23 Mayor Rafferty asked if this is a union position. Administrator Cotton explained that the City is 24 working with a labor attorney to determine what is appropriate for this position. 25 Councilmember Lyden remarked that this candidate is well qualified according to her resume. 26 Councilmember Lyden moved to approve the appointment of Madeline Rosewood to the position of 27 Aquatics Supervisor. Councilmember Stoesz seconded the motion. Motion carried on a voice vote. 28 1B) Consider Appointment of Building Inspector - Human Resources and Communications 29 Manager Sawyer reviewed her written report outlining applicant qualifications, the recruitment 30 process, and a recommendation to appoint Joel McPherson to the vacant position. 31 Mayor Rafferty remarked on the importance of filling this position since the building season is 32 quickly approaching and the City doesn't want to fall behind with the inspection process. 33 Councilmember Ruhland moved to approve the appointment of Joel McPherson to the position of 34 Building Inspector. Councilmember Cavegn seconded the motion. Motion carried on a voice vote. 35 UNFINISHED BUSINESS 36 There was no Unfinished Business. 37 38 NEW BUSINESS 39 There was no New Business. 40 1 COUNCIL MINUTES 41 42 43 44 45 46 47 48 49 50 51 52 DRAFT ADJOURN There being no further business, Councilmember Lyden moved to adjourn at 6:12 p.m. Councilmember Ruhland seconded the motion. Motion carried on a voice vote. These minutes were considered and approved at the regular Council Meeting on March 14, 2022. Julianne Bartell, City Clerk Rob Rafferty, Mayor 2 CITY COUNCIL WORK SESSION DRAFT 1 CITY OF LINO LAKES 2 MINUTES 3 4 DATE : March 7, 2022 5 TIME STARTED : 6:15 p.m. 6 TIME ENDED : 7:45 p.m. 7 MEMBERS PRESENT : Councilmember Stoesz, Lyden, Ruhland, 8 Cavegn and Mayor Rafferty 9 MEMBERS ABSENT 10 Staff members present: City Administrator Sarah Cotton; Community Development 11 Director Michael Grochala; City Engineer Diane Hankee; Director of Public Safety John 12 Swenson; City Clerk Julie Bartell 13 14 (5:30 pm) The Rookery Activity Center (visit facility) 15 16 1. Water Treatment Pilot Study, Greg Johnson and Ursinio Puga of WSB and 17 Associates — Mr. Johnson reviewed the written report noting that in 2021 the council had 18 authorized WSB to complete the pilot study. Mr. Johnson added that the biological 19 filtration process being recommended is already being used effectively in several other 20 cities and has been utilized in Europe for decades. Mr. Johnson and Mr. Puga reviewed 21 a PowerPoint presentation that included information on: 22 23 - Raw Water Quality — parameters for monitoring the water for pilot study; 24 focus on removing iron, manganese and ammonia from water; dissolved 25 oxygen and orthophosphate will also be discussed; 26 - What is Biological Filtration — microorganisms are already in the water and 27 need optimum conditions to get to the level to remove; other biological 28 filtration plants in the state; 29 - Conventional Filtration vs. Biological Filtration — comparison table; chemicals 30 are reduced by utilizing biological process; the rest of the process is same 31 minus some of the chemicals; 32 - Pilot Study Goals and Objectives; 33 - Pilot Plant Setup and Operation — view of pilot study testing machine used at 34 Well No. 6; two filter medias were compared; trailer was used for testing; 35 - Pilot Study Results — Found orthophosphate adequate; graph showing aeration 36 requirements; oxygen is added in the form of natural air; iron isn't a big goal 37 because it is already okay; ammonia results also graphed and reviewed; 38 - Financial Analysis — both treatment options include the same steps of treating 39 the water; with biological treatment chemicals are greatly reduced; graph 40 comparing costs for chemicals (inflated numbers used); Mr. Puga noted 41 information from another city that has already changed from conventional to 42 biological filtration and who experienced savings because of the rise in supply 43 costs; 44 - Conclusions; 1 CITY COUNCIL WORK SESSION DRAFT 45 - Recommendation — move forward to biological filtration treatment because it 46 has proven performance and operational savings; recommending silica sand as 47 filter media as it is less expensive and less backwash required with similar 48 performance. 49 50 Mr. Johnson remarked that he isn't aware of any utility that has chosen to switch back to 51 conventional filtering although it is possible to do so. 52 53 Mayor Rafferty asked about future considerations. It was clarified that design is intended 54 for the future and growth as well. When the mayor noted the possibility of biological 55 immunity developing, the engineers gave several examples of plants in place for some 56 time and also noted that biological filtration has been used for waste treatment for a 57 century. 58 59 Councilmember Stoesz asked about the option of adding softening treatment. Mr. 60 Johnson replied that such an option is available but generally it doubles the cost of a 61 plant. 62 63 The council heard about having satellite plants or having a large single plant. 64 Community Development Director Grochala explained how wells could be staged to 65 maximize available plant(s). 66 67 Staff will come back in April to talk about next steps. The council will be asked to 68 accept the report formally at the next council meeting. 69 7o 2. WBL — Water Appropriation Permit Appeal Update — Community 71 Development Director Grochala reviewed his written report. He explained that the City 72 is under a court order and he reviewed the requirements of the order. A group of cities, 73 including Lino Lakes, appealed the orders in court and, with a hearing pending on the 74 appeal, attorneys are meeting with the judge to see what can move forward. Of great 75 concern are two conditions — prohibition on new well permits within certain areas; and 76 the Minnesota Department of Natural Resources (DNR) is ordered to adjust area 77 withdrawal permits. The DNR, using modeling, indicates a 40% reduction in our existing 78 water use (basically winter use all year and a threat to any water use past domestic use). 79 The DNR has written to the court to discuss the potential ramifications of following 80 through on the court orders. Staff is working with Senator Chamberlain and 81 Representative Raleigh and there is an impactful bill under consideration at the state 82 legislature that would allow cities to continue with their plans while looking at other ways 83 to address the White Bear Lake situation. The discussion is ongoing including with the 84 DNR about trading an older less producing well for a newer better producer. Some of the 85 discussion about where wells could be located has changed because of the treatment 86 option that may occur. Mr. Johnson added that he believes the DNR is gathering 87 information to utilize in discussions with the court. 88 89 Mr. Grochala remarked that there is a lot going and staff may be bringing forward a CITY COUNCIL WORK SESSION DRAFT 90 resolution in support of legislation. Councilmember Lyden noted the difficulty of 91 regulating private wells. 92 93 The council requests that staff keep them informed. 94 95 3. Council Updates on Boards/Commissions, City Council 96 97 NorthMetro Television — Councilmember Stoesz noted that he was elected to the chair 98 position again; 99 VLAWMO — Mayor Rafferty noted a joint effort for a grant. 100 lol 4. Adjourn 102 103 The meeting was adjourned at 7:45 p.m. 104 105 These minutes were considered, corrected and approved at the regular Council meeting held on 106 March 14, 2022. 107 108 109 110 111 Julianne Bartell, City Clerk Rob Rafferty, Mayor 112 3 STAFF ORIGINATOR: MEETING DATE: TOPIC: VOTE REQUIRED INTRODUCTION CITY COUNCIL AGENDA ITEM 1H Michael Grochala, Community Development Director March 14, 2022 Consider Resolution No. 22-34, Supporting Legislative Efforts to Ensure a Sustainable, Safe, and Reliable Water Supply 3/5 Vote Required Staff is requesting Council consideration to support legislative efforts to that address local concerns regarding the City's water supply appropriation. BACKGROUND On February 28, 2018, in response to a District Court order, the Minnesota Department of Natural Resources amended the City's water appropriation permit due to fluctuating lake levels on White Bear Lake. Lino Lakes, along with several other municipalities, objected to the conditions and requested a hearing pursuant to state law. The administrative hearing process was stayed pending completion of the DNR's appeal of the District Court's Order. The appeals process was completed and the DNR provided notice in May of 2021 that the appeals cases would be reinstituted. The City is currently waiting for scheduling of the hearings. The DNR has also continued to implement additional components of the Court Order. On February 7, 2022 the DNR filed a letter with the Court addressing the potential impacts of the Court's Order to establish a collective annual withdrawal limit. The DNR acknowledged that the withdrawal limit would require permit reductions far below the 75 gallon per day per capita residential water use and 90 gallons per day total per capita water use. DNR has estimated that a 40% reduction in current water use would be needed to meet the Court Order. These restrictions would have a significant impact on water access for non domestic use such as schools, hospitals, churches, new housing and commercial developments, and businesses and industries located within the City. The City of Lino Lakes and other affected communities and businesses believe that this is a regional issue that needs further evaluation, and local input to arrive at a solution. Accordingly, the affected communities have proposed legislation that: 1. Protects municipal water permits, including those that involve water from the Prairie du Chien -Jordan Aquifer, from legal challenges. 2. Directs the DNR to explore innovative options for meeting the water needs of our residents, hospitals, schools, industries, and future development and ensuring the sustainability and quality of the state's water resources in and around White Bear Lake and neighboring aquifers. 3. Allows the DNR the discretion to issue and amend groundwater water appropriation permits as the DNR determines appropriate. The legislation (SF 3055) was approved by the Senate Environment and Natural Resources Policy and Legacy Finance Committee and sent to the Senate floor for consideration. The legislation was also introduced in the House (HF 3880) and is pending a committee hearing. The proposed resolution indicates support from the City of Lino Lakes for adoption of the legislation. RECOMMENDATION Staff recommends adoption of Resolution No. 22-34. ATTACHMENTS 1. Resolution No. 22-34 2. SF 3088 CITY OF LINO LAKES RESOLUTION NO.34 A RESOLUTION SUPPORTING LEGISLATIVE EFFORTS TO ENSURE A SUSTAINABLE, SAFE, AND RELIABLE WATER SUPPLY WHEREAS, the City holds a water appropriation permit to draw water from the Prairie du Chien -Jordan Aquifer, which feeds into White Bear Lake, and this permit allows the City to provide safe water to its residents, businesses, schools, churches, hospitals, and government facilities; WHEREAS, on February 28, 2018, the Minnesota Department of Natural Resources amended the City's water appropriation permit due to fluctuating lake levels on White Bear Lake and the resulting advocacy of homeowners on the lake who want sufficient lake levels for recreational activities; and WHEREAS, the Minnesota Department of Natural Resources ("DNR"), at the direction of a 2021 Ramsey County Court Order in Case File No: 62-CV-13-2414, filed a letter with the Court on February 7, 2022 illustrating its preparedness to limit the City's water appropriation permit to residential use only, and to limit use to 55 gallons of water per day per person on average, along with other municipalities within a 5 mile range of White Bear Lake in order to comply with the Court's Order; WHEREAS, such proposed restrictions on the City's water permit present a dire threat to safe and reliable water access for schools, hospitals, churches, new housing and commercial developments, and businesses and industries located within the City; WHEREAS, the DNR's potential permit amendments threaten the health, welfare, growth, and prosperity of the City, and surrounding communities, and is an untenable solution to shared use of the aquifer; WHEREAS, the issue of groundwater usage from the Prairie du Chien -Jordan Aquifer is a regional concern that involves a significant number of communities across three counties, including their residents, businesses, schools, hospitals, and numerous other public and private uses. WHEREAS, recognizing the importance of conservation and sustainability is best achieved through localized strategies; WHEREAS, the Minnesota Legislature is in a position to provide a legislative solution to groundwater permitting in the Prairie du Chien -Jordan Aquifer and reinforce the role of the DNR in engaging in water appropriation based on science and public health. 220775 NOW THEREFORE BE IT RESOLVED, the City Council of the City of Lino Lakes respectfully requests that the legislature enact legislation that accomplishes the following: 1. Protects municipal water permits, including those that involve water from the Prairie du Chien -Jordan Aquifer, from legal challenges. 2. Directs the DNR to explore innovative options for meeting the water needs of our residents, hospitals, schools, industries, and future development and ensuring the sustainability and quality of the state's water resources in and around White Bear Lake and neighboring aquifers. 3. Allows the DNR the discretion to issue and amend groundwater water appropriation permits as the DNR determines appropriate. Adopted by the City Council of the City of Lino Lakes this 141h day of March, 2022 The motion for the adoption of the foregoing resolution was introduced by Councilmember and was duly seconded by Councilmember and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Rob Rafferty, Mayor Julianne Bartell, City Clerk 220775 SF3055 REVISOR CKM S3055-1 1st Engrossment SENATE STATE OF MINNESOTA NINETY-SECOND SESSION S.F. NO. 3055 (SENATE AUTHORS: HOUSLEY, Chamberlain and Wiger) DATE D-PG OFFICIAL STATUS 02/10/2022 4968 Introduction and first reading Referred to Environment and Natural Resources Policy and Legacy Finance 02/21/2022 5089 Author added Wiger 03/02/2022 5169a Comm report: To pass as amended 5175 Second reading 1.1 A bill for an act 1.2 relating to natural resources; requiring the issuance or modification of groundwater 1.3 appropriation permits near White Bear Lake; requiring the development of 1.4 recommendations to ensure safe drinking water for east metropolitan communities 1.5 in a manner that supports both growth and sustainability; requiring a report; 1.6 amending Minnesota Statutes 2020, sections 103G.211; 103G.285, by adding a 1.7 subdivision; 103G.287, by adding subdivisions; 11613.03, subdivision 1; 116B.10, 1.8 by adding a subdivision. 1.9 BE IT ENACTED BY THE LEGISLATURE OF THE STATE OF MINNESOTA: 1.10 Section 1. Minnesota Statutes 2020, section 103G.211, is amended to read: 1.11 103G.211 DRAINING PUBLIC WATERS PROHIBITED WITHOUT 1.12 REPLACEMENT. 1.13 Except as provided in sections 103G.221 to 103G.235, public waters may not be 1.14 drained, and a permit authorizing drainage of public waters may not be issued, unless the 1.15 public waters to be drained are replaced by public waters that will have equal or greater 1.16 public value. 1.17 (b) Nothing in this section shall be construed to prevent the commissioner from issuing 1.18 or amending a water -use permit for appropriation from groundwater where: 1.19 (1) the application is for a new groundwater well or to increase appropriation amounts 1.20 under an existing permit; 1.21 (2) the applicant is a municipality wholly or partially located within a five -mile radius 1.22 of White Bear Lake; and Section 1. 1 SF3055 REVISOR CKM S3055-1 1st Engrossment 2.1 (3) the amount of water to be appropriated under the proposal is consistent with the 2.2 amount anticipated to be needed by the applicant each year according to a water supply 2.3 plan approved by the commissioner under section 103G.291 before 2021. 2.4 (c) Paragraph (b) and this paragraph expire on January 1, 2041. 2.5 EFFECTIVE DATE. This section is effective the day following final enactment, and 2.6 applies to applications for new or modified permits filed on or after that date. 2.7 Sec. 2. Minnesota Statutes 2020, section 103G.285, is amended by adding a subdivision 2.8 to read: 2.9 Subd. 7. Application. (a) Nothing in this section shall be construed to prevent the 2.10 commissioner from issuing or amending a water -use permit for appropriation from 2.11 groundwater where: 2.12 (1) the application is for a new groundwater well or to increase appropriation amounts 2.13 under an existing permit; 2.14 (2) the applicant is a municipality wholly or partially located within a five -mile radius 2.15 of White Bear Lake: and 2.16 (3) the amount of water to be appropriated under the proposal is consistent with the 2.17 amount anticipated to be needed by the applicant each year according to a water supply 2.18 plan approved by the commissioner under section 103G.291 before 2021. 2.19 (b) This subdivision expires on January 1, 2041. 2.20 EFFECTIVE DATE. This section is effective the day following final enactment, and 2.21 applies to applications for new or modified permits filed on or after that date. 2.22 Sec. 3. Minnesota Statutes 2020, section 103G.287, is amended by adding a subdivision 2.23 to read: 2.24 Subd. 6. Application. (a) Nothing in this section shall be construed to prevent the 2.25 commissioner from issuing or amending a water -use permit for appropriation from 2.26 groundwater where: 2.27 (1) the application is for a new groundwater well or to increase appropriation amounts 2.28 under an existing permit; 2.29 (2) the applicant is a municipality wholly or partially located within a five -mile radius 2.30 of White Bear Lake; and Sec. 3. 2 SF3055 REVISOR CKM S3055-1 1st Engrossment 3.1 (3) the amount of water to be appropriated under the proposal is consistent with the 3.2 amount anticipated to be needed by the applicant each year according to a water supply 3.3 plan approved by the commissioner under section 103G.291 before 2021. 3.4 (b) This subdivision expires on January 1, 2041. 3.5 EFFECTIVE DATE. This section is effective the day following final enactment, and 3.6 applies to applications for new or modified permits filed on or after that date. 3.7 Sec. 4. Minnesota Statutes 2020, section 103G.287, is amended by adding a subdivision 3.8 to read: 3.9 Subd. 7. Issuance of certain permits. (a) Notwithstanding any other provision of law, 3.10 the commissioner must issue a water -use permit for appropriation from groundwater that 3.11 meets the criteria of subdivision 6. Nothine in this subdivision shall be construed to prohibit 3.12 the commissioner from imposing conditions on the permit so long as the conditions do not 3.13 prevent the applicant from appropriating the amount of groundwater applied for. 3.14 (b) This subdivision expires on January 1, 2041. 3.15 EFFECTIVE DATE. This section is effective the day following final enactment, and 3.16 applies to applications for new or modified permits filed on or after that date. 3.17 Sec. 5. Minnesota Statutes 2020, section 116B.03, subdivision 1, is amended to read: 3.18 Subdivision 1. Parties. Any person residing within the state; the attorney general; any 3.19 political subdivision of the state; any instrumentality or agency of the state or of a political 3.20 subdivision thereof, or any partnership, corporation, association, organization, or other 3.21 entity having shareholders, members, partners or employees residing within the state may 3.22 maintain a civil action in the district court for declaratory or equitable relief in the name of 3.23 the state of Minnesota against any person, for the protection of the air, water, land, or other 3.24 natural resources located within the state, whether publicly or privately owned, from 3.25 pollution, impairment, or destruction; provided, however, that no action shall be is allowable 3.26 Lei under this section for: 3.27 Macts taken by a person on land leased or owned by said person pursuant to a permit 3.28 or license issued by the owner of the land to said person which do not and can not reasonably 3.29 be expected to pollute, impair, or destroy any other air, water, land, or other natural resources 3.30 located within the state; 3.31 f-of Sec. 5. SF3055 REVISOR CKM S3055-1 1st Engrossment 4.1 conduct taken by a person pursuant to any environmental quality standard, limitation, 4.2 rule, order, license, stipulation agreement or permit issued by the Pollution Control Agency, 4.3 Department of Natural Resources, Department of Health or Department of Agriculture...; or 4.4 (3) issuance of a groundwater appropriation permit that meets the criteria under section 4.5 103G.287, subdivision 6, by the Department of Natural Resources. This clause expires on 4.6 January 1, 2041. 4.7 EFFECTIVE DATE. This section is effective the day following final enactment, and 4.8 applies to applications for new or modified permits filed on or after that date. 4.9 Sec. 6. Minnesota Statutes 2020, section 116B.10, is amended by adding a subdivision to 4.10 read: 4.11 Subd. 6. Application. No action is allowable under this section for issuance of a 4.12 groundwater appropriation permit that meets the criteria under section 103G.287, subdivision 4.13 6, by the Department of Natural Resources. This subdivision expires on January 1, 2041. 4.14 EFFECTIVE DATE. This section is effective the day following final enactment, and 4.15 applies to applications for new or modified permits filed on or after that date. 4.16 Sec. 7. ENSURING SUSTAINABLE GROUNDWATER LEVELS IN WHITE BEAR 4.17 LAKE AND RELATED AQUIFERS. 4.18 The commissioner of natural resources, in cooperation with the Minnesota Department 4.19 of Health, the Metropolitan Council, and representatives of east metropolitan area 4.20 municipalities, must explore available options for supplying east metropolitan area 4.21 communities with safe drinking water in a manner that allows municipal growth while 4.22 simultaneously ensuring the sustainability and quality of the state's water resources in and 4.23 around White Bear Lake and neighboring aquifers. By October 1, 2023, the commissioner 4.24 must report findings and recommendations to the chairs and ranking minority members of 4.25 the legislative committees and divisions with jurisdiction over environment and natural 4.26 resources. 4.27 Sec. 8. CONTINUATION OF OTHER WATER APPROPRIATION PERMITS. 4.28 Prior to additional rulemaking or legislative action in response to the findings and 4.29 recommendations submitted >pursuant to section 7, the commissioner of natural resources 4.30 shall not reduce appropriations under a groundwater appropriations permit, terminate 4.31 groundwater appropriations authorized by a permit, or decline to renew a groundwater 4.32 appropriations permit where: Sec. 8. 4 SF3055 REVISOR CKM S3055-1 1st Engrossment 5.1 (1) the permit was in effect as of December 31, 2021; 5.2 (2) the permit authorized appropriation of groundwater from a site located wholly or 5.3 partially within a five -mile radius of White Bear Lake; 5.4 (3) the permittee is in compliance with applicable permit terms; and 5.5 (4) the permittee is not a municipality. Sec. 8. STAFF ORIGINATOR: MEETING DATE: TOPIC: VOTE REQUIRED INTRODUCTION AGENDA ITEM 11 Lisa Hogstad-Osterhues, Deputy Clerk March 14, 2022 Approve Application for Aquinas Roman Catholic Home Education Services to Conduct Excluded Bingo Event Simple Majority (3/5 Vote Required) The City has received an application from the Aquinas Roman Catholic Home Education Services (ARCHES) organization to conduct an excluded bingo event at St. Joseph's Church, 171 Elm Street, Lino Lakes on April 2, 2022. BACKGROUND Under Minnesota Statutes, Section 349.166, excluded bingo may be conducted by an organization that conducts four or fewer bingo occasions in a calendar year, or in connection with a county fair, the state fair, or a civic celebration if it is not conducted for more than 12 consecutive days. The Aquinas Roman Catholic Home Education Services organization meets this requirement. The organization also meets the requirements of the Lino Lakes City Code since the physical site where the organization regularly conducts its activities is located within the city (St. Joseph's Church). City policy requires a background investigation on the applicant (James Kostick) which has been successfully completed by the Public Safety Department in the past 12 months. The Application and a certificate of non-profit status from the Internal Revenue Service are on file in the city clerk's office. RECOMMENDATION Approve the application for the Aquinas Roman Catholic Home Education Services (ARCHES) to conduct an Excluded Bingo Event on April 2, 2022. CITY COUNCIL AGENDA ITEM 1J STAFF ORIGINATOR: Lisa Hogstad-Osterhues, Deputy Clerk MEETING DATE: March 14, 2022 TOPIC: Consider Approving Application for an Exempt Permit for Lawful Gambling Conducted by St. Joseph of the Lakes Catholic Church VOTE REQUIRED: 3/5 Vote INTRODUCTION St. Joseph of the Lakes Catholic Church has applied for an exempt permit to conduct a raffle, bingo and pull -tabs on Saturday, August 13 and Sunday August 14, 2022. BACKGROUND Non-profit organizations are allowed, under the State Gambling Statutes, to apply for an exemption from a gambling license if they conduct five (5) or fewer gambling occasions per calendar year. St. Joseph of the Lakes Catholic Church conducts five (5) or less per calendar year and, therefore, remains exempt from requiring a gambling license. Minnesota Statutes, Chapter 349, Section 349.166, Subd. 2 does, however, require that the non- profit organizations applying for the exemption permit, notify the city that they are applying for the exemption and receive local approval. The application and background materials are on file in City Clerk's office. RECOMMENDATION Adopt a motion approving the application for exemption with no waiting period. CITY COUNCIL AGENDA ITEM 3A STAFF ORIGINATOR: Meg Sawyer, Human Resources and Communications Manager MEETING DATE: March 14, 2022 TOPIC: Consider Appointment of Activity Center Coordinator VOTE REQUIRED: 3/5 INTRODUCTION The Council is being asked to approve the appointment of Ben Natzke to the newly created Activity Center Coordinator position at the Rookery Activity Center. BACKGROUND At this time staff has completed the recruitment process, provided a conditional offer contingent upon a complete background check, and is recommending the approval of Ben Natzke for the position. Natzke holds a Master's degree in Sports Management from Minnesota State University, Mankato. Natzke has over 4 years of community center experience and has been the Manager on Duty at the New Brighton Community Center and the Shoreview Community Center. The hourly rate of pay would be $30.66, which is Starting Step of the current 6 step wage schedule. With the Council's approval, Natzke would start in the position of Activity Center Coordinator on March 28, 2022. RECOMMENDATION Please approve the appointment of Ben Natzke for the Activity Center Coordinator position. CITY COUNCIL AGENDA ITEM 3B STAFF ORIGINATOR: Meg Sawyer, Human Resources and Communications Manager MEETING DATE: March 14, 2022 TOPIC: Consider Appointment of Utilities Maintenance Worker VOTE REQUIRED: 3/5 INTRODUCTION The City Council is being asked to approve the appointment of Kyle Dubois to the vacant Utilities Maintenance Worker position in the Public Works department. BACKGROUND Staff has completed the recruitment process, provided a conditional offer, and is recommending the approval of Kyle Dubois for the position. Dubois graduated from Forest Lake High School and has previous Public Works experience at Washington County Highway Department. The hourly rate of pay would be $29.32, which is Step 2 of the current 6 step wage schedule. With Council's approval, Dubois would start in the position on March 28, 2022. RECOMMENDATION Approve the appointment of Kyle Dubois to the Utilities Maintenance Worker position. CITY COUNCIL AGENDA ITEM 6A STAFF ORIGINATOR: Diane Hankee P.E., City Engineer Kelsey Gelhar, Project Engineer MEETING DATE: March 14, 2022 TOPIC: Rehbeins Black Dirt i. Consider Resolution No. 22-30 Approving Conditional Use Permit ii. Consider Resolution No. 22-31 Approving Site Improvement Performance Agreement VOTE REQUIRED: 3/5 INTRODUCTION Staff is requesting City Council consideration of the Conditional Use Permit for earth moving and a black dirt stockpile on the properties located on 21St Avenue South (PID #24-31-22-24- 0002, #24-31-22-24-0008, and #24-31-22-24-0009). Complete Application Date: January 12, 2022 60-Day Review Deadline: NA 120-Day Review Deadline: NA Environmental Board Meeting: February 9, 2022 Park Board Meeting: NA Planning & Zoning Board Meeting: March 14, 2022 City Council Work Session: March 13, 2022 City Council Meeting: May 12, 2022 BACKGROUND Gerald Rehbein submitted a Land Use Application for a conditional use permit for earth moving/black dirt stockpile on the properties located on 21 st Avenue South. The black dirt stockpile operation will replace the existing location at 6921 21 st Avenue S, Centerville, Minnesota. Operations at 6921 21 st Avenue S will cease once the Lino Lakes site is operational. The applicant stated the material from the stockpile will be available for public and local business use during the summer months from 7:00 a.m. to 5:00 p.m. This staff report is based on the following plan sets: • ALTA/NSPS Land Title Survey prepared by EG Rud & Sons, Inc. dated December 23, 2021 • Site, Grading, Erosion and Sediment Control Plan prepared by Carlson McCain dated January 10, 2022 • Clearwater Creek Business Center North Wetland Delineation Report prepared by Kjolhaug Environmental Services Company, Inc., dated August 5, 2021 • Preliminary Geotechnical Exploration Report, Haugo Geotechnical Services, dated November 26, 2021 • Applicant's Rice Creek Watershed District permit application, dated January 10, 2022 ANALYSIS Section 1007.050 of the Zoning Ordinance establishes requirements for earth moving and land reclamation. Earth removal, land reclamation, material storage or filling is a permitted use in all zoning districts. A conditional use permit is required when 5,000 cubic yards or more of material is planned to be removed or deposited on any lot or parcel. The three parcels are approximately 18.36 acres and are located between 21st Avenue S and I- 35E. The proposed stockpile will be approximately 2.7 acres in area, will have a maximum height of 40 feet, and will be approximately 100,000 cubic yards of black dirt according to the plans. The applicant estimates there will be a maximum of 50 trucks per day accessing the site. Access The site is located at the intersection of 21" Avenue S and Commerce Drive. The applicant is currently proposing access to the site from 21St Avenue S via a rock construction entrance that will be converted to a gravel entrance after the initial import of the black dirt material. Wetlands Wetlands are shown on the plan sheet and do not appear to be impacted by the black dirt stockpile. A wetland delineation was completed onsite in June of 2021 by Kjolhaug Environmental Services Company, Inc. The Wetland Delineation Report dated August 5, 2021 states there are five (5) wetlands onsite. The estimated wetland boundaries are shown to be at a sufficient distance from the proposed areas of disturbance. As the proposed, the project will not impact any wetlands. Drainage Ditches Judicial Ditch No. 3 (Clearwater Creek) borders adjacent property to the south of the site and a private drainage ditch runs on the easterly side of the property. The applicant is not proposing any changes to the existing drainage patterns to the drainage ditches. Floodplain The 2015 DFIRM indicates Zone A floodplain on the site. The applicant is not proposing any impacts to the floodplain on the site. Grading and Drainage A Grading, Drainage & Erosion Control plan was submitted and has been reviewed by the City Engineer and Environmental Coordinator. Please see attached comments. Comprehensive Plan and Zoning The parcels are guided for commercial development and are currently zoned GB, General Business. Section 1007.050, Earth Moving and Land Reclamation states earth removal shall be permitted in all zoning districts and establishes conditions that must be met. Tree Preservation Plan A tree preservation plan is not required. There are no significant trees within the project area. Surrounding Parcels Direction Zoning Existing Land Use Future Land Use Commercial & Vacant North GB Commercial Commercial South GB Vacant Commercial Commercial East I-35E I-35E I-35E 2l st Ave S & City 21 st Ave S & City of 21 st Ave S & City of West of Centerville Centerville Centerville Environmental Review The Environmental Coordinator has reviewed the proposal and recommendations are attached. Site Performance Agreement Site Performance Agreement shall be required. A grading permit and securities shall be deposited by the applicant. Planning and Zoning Board The Planning & Zoning Board held a public hearing on February 9, 2022. Representatives of the applicant introduced themselves to the Planning & Zoning Board. No other public comments were made at the public hearing. The Board recommended approval with a 4-0 vote with conditions as detailed in Resolution No. 22-30. Findings of Fact Resolution No. 22-30 details the Conditional Use Permit Findings of Fact. RECOMMENDATION Staff and Planning & Zoning Board recommend approval of the Conditional Use Permit for the proposed earth moving operation on 21st Avenue South. ATTACHMENTS 1. Site, Grading, Erosion and Sediment Control Plan 2. City Engineer Memo dated February 4, 2022 3. Environmental Coordinator Memo dated January 18th, 2022 4. Resolution No. 22-30 5. Resolution No. 22-31 6. Site Improvement Performance Agreement m z r v m 0 < D to I m --I z II Z n Z = D m K m 00 01 o TT Z N N D Cb < N /\ v N ' ^ 00 V ) 00 mom-0 i �mO mr-c I D 0 � 22D I 0<Z mm0 � zDZ �I � N mD zr I I �r D Z O m 0 I D m Z m W1l NORTHERN LIGHTS BLVD, \\ 0m z O` O vm z 1 ° � _ 908 \ 0 9 6 I \ 0 I Z _< r0 I IV I II 11\ l � NII I I D II I I I\ 30 35 I I I II II III II I I� I I II I I III II I I tiNtiwwI I c I .No.No.1 ��o�o�N� III II � O o ao ry rn o •a oD Nrn rn N w •a o rn N co •a o 00 o 0 I m m U)W `m R c% R 0 cn c _< O m ; T1A 0 0 r Z O I I Dv m�l Om� mz N\ D I � p L C 1 Z0Zmn mz Dz 1 # o�moz -" Z /mvmm� >DmX,C m m D / \ :��m= 0 L ►�� 1� � 1�h6h�h`�►�h� hhhhhh ►►ji►hhh�jlhhj;�; Nh�I�hhf,`r►hh� ��yhhhhh��hh� —........... 7 ®_ — 7 — — — 1 �-- —1` ` 0CnD O �Ov S�ZJ m?� =tt- 1 0 0 00 O 7\ oF O m ZZm O<�m DZO OZO)00 r Z lzJ n0 x K .x b xFlIoD v�C ><OC O �� D �� 7<N,� cnoc Fm� m CJ (np v o m pm �nm DZIm b �D D ,b XO m r -4 m0 ��0 m0< mm �m N 2 m— m DDO mm z=m =�0 Q �� Cp 0 Cnm� OmZ Dm ox _ ^ � D xr `j -TJM> z(nm n O Zp O o o v �� m v 1!1 aD 0� cn O m� Sm> rJ D Cn � v ONx era mZr * o z m ,� P Z �O Omn OCm fzrl D m o �O ou) cry m r mvrO �� r_x DO mD 0 NIm 1 � D W N --NC) OC) -.A Zmvmo* m c� OcnO �m NNN D N 2 BCD r mm-9 (7 N z � CC)v z -i Dzm r0 2 zc)� z m v D O m Tl 0 1 1 I l \ � r -1:1 Ga N Z� r0w0 <cn-mo (nG7WN zx zr<Ti-1 Z >m>mMMZ mDCDi» OON nDAD �ZD-D DOZZ V))D mr� N--I �Omm r C OO m_ 0 0 x m Z 0 m Cn � D= C,= O� mm z�x m� �o D �=�mD Cnxom Z m r r -4 m D N r D O m 0 vow mzm F58KM O� pzZ— r08m z= �ZG�O� fVZZz �Ir D� 0 DmOCv �D(nm Or ��N ZxNrm Oyu Z Ln � D moo D IDr TDiD �OZm rZ00 mcn rz �Zv xO DDc z �0 mDz M v r�0 x oa:D D nM mm�>, Zmm N 11 0 �OZZDvZtn c) orn CnOzz Zm =j no S O D m� N D v ju 0 0Cn mz K:0 Cn m0 �DZ)v C�(7 mr_ m0 z 10 �O> Imm 0-0 nLn ZX r 0 zc 00_ cn 0 = j Z r p m m �•►�I►hht. ,�hhhr'►?�,► �hhhAht�� +1 ♦��i� ►�h�'�hhhh�`�hh�hh�►hhh�h�1�'�►�h�lf/hhhh`�ii of !►��►hhhhh�►�h�phhh�h��hhhh�►hhhf��hhhh�� ♦hhh�!•hhhh0� ♦�t-� � ►hh�►h�4�hhh�hh►� h ►hh�►hhh� hhhhhh/ ♦hh �hhhhJ�hhhh�► ►0�► ►hh�►hhhhh� �hhh �h �hh♦ ►��♦ hhh�►t►< � v0 ►hh`►h♦ hhh�h�� h'1hh�►hhh't►hh'►h�i♦ �hhhhh0hhhhhhhr�hhh�hhh��h�� .�hhh�hhhhhhh�h♦ ��1�� G�hhhhhhAhhhhhhhhhhhhW�h��ht� ♦ Will hh�►hhhhhh�►h�►h♦ i Ohh�hhhhhh♦ �Iihh ��hhhhh�i�hhhhhhhhhhhh�hh�lhhh�' ��hhhhh�hhhhhhhhhhhhhhh�i►h��hh� y''��i�i�i►�i�i�i�i�i�i�i��i�i�i�i v'�hhhhhhh��hhhhhhhhhhhh�i`hhhhhh��►h� C.� N Om2 2 Z Z)2 Z m D m D m mD AND (nD n OD0 c0 8_01 QD� c)m ,m My Z-m my D ::� O � -30 z 1 O r — 0 O 0 0 < O O D O C ) m� NS m0� DS mm ..m c)>2 �Om vC) 01 m� CZ nz pmZ mom cam vcn r�cn -A� vo zoo 0Z y ODD m K:D O o Z cmi) z Im -U 0D C D Cnm> r �m� U) O p m m o z o z O Z p 0 : 2 0 O Z cn 70 0 m m 0 0 D Z) m� n O Z � C -U -i C) TI (7 TI (n x Z Z � O o ff= v D D p O m m 0 0 m m OaDOCIS D Z N Z m C D �) p C N o m m D O r m 0 m z O n r C m - r m O m r D M x -U -0 0 K m x < Z x m< m O O _ m p0 m D D Z Or mm m� � Z O 0 � � m m m 71 D< 0 m v (n U) CID �-< D � r O O > m z r 0 D of D � � y m r r r << 0 OZ Z OX r z 0 M M � � fpTl .mi X X z T. M M M ' I n I I I n ' m ❑ ❑ I b, I I 0 ico I I I I I LJ, 11 Ohm O x 0 W x0 N I p c° O n v cn z ET LID rt o -Q� o cn o v m 0* Z v D z ~ m SITE, GRADING, EROSION AND ENGINEERING CARLSON �o M W SEDIMENT CONTROL PLAN m N o�; N �� oo�-0rt rn W REHBEIN PROPERTIES SURVEYING C ENVIRONMENTAL MIN h F R S Q a 3 7625 24th Avenue N ___CA Hugo, MN 55038 'D - � REHBEIN BLACK DIRT N N v c:3 03890 PHEASANT RIDGE DRIVE NE, SUITE 100, BLAINE, MN 55449 co '" o Lino Lakes, Minnesota TEL 763.489.7900 \ FAX 763.489.7959 \ CARLSONMCCAIN.COM 7 NJ r� 70 (D K �G IJBVe UaEe: U1/1U/LL i:\JODS\yif41 - yLSbU\72fbU - ren DEln - IIno la KeS freeway Corner\ca0\engineering\ybt)u—pIan.awg 2 0 0 0 z W m 00 00 N N 0 LO LO z D a a z Q 0 0 w w w 0) w 00 wsb Memorandum To: Katie Larsen, City Planner, City of Lino Lakes From: Kelsey Gelhar, EIT, WSB Diane Hankee, City Engineer, City of Lino Lakes Date: February 4, 2022 Re: Rehbein Black Dirt CUP Plan Review WSB Project Number— 019710-000 WSB has reviewed the final plat for the NorthPointe Garden Estates development in Lino Lakes, MN, prepared by Carlson McCain, received on January 10, 2022. These comments are based on the following final plan sets and plat documents: • Rehbein Black Dirt Site, Grading, Erosion And Sediment Control Plan prepared by Carlson McCain, dated January 10, 2022, received January 10, 2022. • ALTA/NPS Land Title Survey prepared by E.G. Rud & Sons, Inc., dated December 23, 2021, received January 10, 2022 Applicant to respond to these comments in writing on this word document. Any changes to the plans that are not associated with these comments shall be identified by either a summary in the response or in the plans with a revision cloud or note. Engineering • General The Rehbein Black Dirt development proposes to stockpile black dirt for commercial use. The site will be accessed from 21 st Avenue S and is adjacent to I-35E. The three parcels being utilized for the black dirt operation are approximately 18.36 acres. The proposed stockpile will be approximately 2.7 acres in area, will have a maximum height of 40 feet, and be approximately 103,000 cubic yards of black dirt based on the plans. Comments: 1. Applicant to update pile location with setbacks of 80-ft from the northern property line (shared with Dairy Queen) and 50-ft from the 21 st Avenue S right-of-way. 2. Applicant to provide details on screening (trees, fences, etc.) needed for onsite equipment. • Grading, Erosion Control & Stormwater Management The Rehbein Black Dirt operation will require site grading for the proposed site entrance and the proposed black dirt stockpile. The stockpile is proposed to have 3:1 side slopes. One side of the stockpile is designated as the "working face of pile". The proposed project Ms. Katie Larsen 2/4/2022 Page 2 is within the Rice Creek Watershed District (RCWD). The applicant is proposed sediment control log to surround the stock pile. Comments: 1. Applicant to update plans to address comments provided by the City's Environmental Coordinator regarding erosion control. 2. Applicant to add turf establishment details to the plans (i.e. seed mix type and application rate, hydromulch type and application rate, etc.) 3. No work shall be completed until a Rice Creek Watershed District permit has been obtained. Water Supply There is currently an existing 8-inch diameter ductile iron pipe (DIP) water main along 21st Avenue S and existing 16-inch diameter DIP water main in an easement in Outlot A of the Clearwater Creek Business Center Plat (PID 24-31-22-24-0009). The applicant is not proposing any connections to the municipal water system with this plan. Staff does not have any comments at this time Sanitary Sewer There is currently an existing 8-inch diameter polyvinyl chloride (PVC) sewer main along 21st Avenue S on the north end of the site and existing 21-inch diameter PVC sanitary sewer in an easement in Outlot A of the Clearwater Creek Business Center Plat (PID 24- 31-22-24-0009). The applicant is not proposing any connections to the municipal sanitary sewer system with this plan. Comments: 1. Applicant to provide sanitation facilities on site for employees. • Transportation The site is located at the intersection 21st Avenue S and Commerce Drive. The applicant is proposing access the site on 21st Avenue S via a gravel driveway. 21st Avenue S is a local street on the Centerville/Lino Lakes border. The existing right-of-way along 21st Avenue S varies in width from 50-ft to 73-ft. The applicant estimates that the maximum truck traffic will be 50 trucks per day visiting the site. The applicant has an existing black dirt facility on 21st Avenue S south of this project in Centerville. Comments: 1. Tracking on 21 st Ave S has been an issue with the existing stock pile operations. The applicant shall extend the proposed gravel entrance to reduce tracking. Access should come off of Commerce Drive easterly stub. Rehbein Black Dirt CUP Engineering Review Ms. Katie Larsen 2/4/2022 Page 3 2. Applicant to submit truck turning template at access point. 3. Applicant to submit a hauling plan with truck weights and associated volume of material and the number of trips for the initial pile construction. This plan should meet the 9 ton road restriction. • Wetlands and Mitigation Plan There is five existing wetlands on the site according to the Delineation Report prepared by Kjolhaug Environmental Services Co. in 2021. The applicant is not proposing any wetland impacts with this project. Comments: 1. Applicant to show all wetlands on the site. It appears the Kjolhaug identified a wetland just south of Northern Lights Blvd that is not shown on the site plan. 2. Applicant to provide double silt fence adjacent to wetlands. • Landscaping The applicant did not propose any landscaping at this time. If submitted, landscaping will be reviewed in depth by the City's Environmental Coordinator. Floodplain The 2015 DFIRM indicates Zone A floodplain on the site. The applicant is not proposing any impacts to the floodplain on the site. • Drainage and Utility Easements The proposed work is located within Lot 2 Block 2 and Outlot A of the Clearwater Creek Business Center Plat. Lot 2 Block 2 has a 10-ft wide drainage and utility easement along the lot lines. There is an existing 60-ft wide drainage and utility easement in Outlot A that connects the Northern Lights Blvd right-of-way to the south limit of the plat. The applicant is not proposing any changes to the plat. • Site Performance Agreement A Site Performance Agreement will be required • Grading Agreement A Grading Agreement is not applicable at this time. • Stormwater Maintenance Agreement A Stormwater Maintenance Declaration is not applicable at this time. • Permits Required 1. NPDES General Construction Permit 2. City of Lino Lakes Zoning Permit for Grading Rehbein Black Dirt CUP Engineering Review Ms. Katie Larsen 2/4/2022 Page 4 3. Minnesota Pollution Control Agency If you or the applicant has any questions regarding these comments, please contact Diane Hankee at (651) 982-2430 or dhankee@linolakes.us. You may also contact Kelsey Gelhar at (612) 709-4897 or kgelhar@wsbeng.com. Rehbein Black Dirt CUP Engineering Review CITY O F 11N KES To: Diane Hankee, Kelsey Gelhar From: Andy Nelson Date: January 18t", 2022 Environmental Memo Re: Environmental Comments/Rehbein black dirt pile 1. A trained individual with current certification in erosion and sediment control must perform inspections at a minimum every 7 days and within 24 hours after a rainfall event greater than '/2 inch in 24 hours. Inspection records must be retained with the SWPPP and include information detailed in 11.11 of the Construction Stormwater General Permit. Contact information for the inspector must be provided to the city prior to any soil disturbance on the site. 2. Silt fence should be used instead of the sediment control logs shown on the plan. A trench 1-2' deep on the stockpile side of the silt fence is recommended to minimize maintenance of the silt fence. Note that BMPs that become non-functional or'/2 full of sediment must be repaired, replaced, or supplemented by the end of the next day after discovery. 3. Street tracking generated must be swept within one calendar day of discovery. 4. Water suppression, soil binding agents, wind blocks, or other dust suppression methods may be required if dust leaving the site becomes an issue as identified by the city. 5. Rock construction entrance will require regular maintenance. 6. Portions of the stockpile that are not in regular use should be stabilized with seed and hyrdomulch. 0 Page 1 CITY OF LINO LAKES RESOLUTION NO.22-30 RESOLUTION APPROVING CONDITIONAL USE PERMIT FOR EARTH MOVING AND STOCKPILING AT REHBEINS BLACK DIRT (PIDS #24-31-22- 24-0002, #24-31-22-24-0008, AND #24-31-22-24-0009) WHEREAS, the City received a land use application for a Conditional Use Permit for earth moving and stockpiling on properties on 2 1 " Avenue South and hereafter referred to as "Development"; and WHEREAS, the properties are zoned GB, General Business, and allow for earth removal, land reclamation, material storage or filling with a conditional use permit; and WHEREAS, the legal descriptions of the subject properties are as follows: Lot 2, Block 2, CLEARWATER CREEK BUSINESS CENTER, Anoka County, Minnesota; and, Outlot A, CLEARWATER CREEK BUSINESS CENTER, Anoka County, Minnesota; and, That part of the Southeast Quarter of the Northwest Quarter (SE 1/4 of NW 1/4) of Section 24, Township 31, Range 22, described as follows, to -wit: Commencing at the Southwest corner of said Southeast Quarter of Northwest Quarter (SE 1/4 of NW 1/4) of Section 24, thence running East along the South line of said Southeast Quarter of Northwest Quarter (SE 1/4 of NW '/4) a distance of 275 feet; thence running North parallel with the West line of said Southeast Quarter of Northwest Quarter (SE 1/4 of NW '/4) a distance of 375 feet; thence West parallel with the South line of said Southeast Quarter of Northwest Quarter (SW 1/4 of NW 1/4) a distance of 275 feet to the West line of said Southeast Quarter of Northwest Quarter (SE 1/4 of NW 1/4); thence running South along the West line of said Southeast Quarter of Northwest Quarter (SE 1/4 of NW 1/4) a distance of 375 feet to the point of beginning; Anoka County, Minnesota. WHEREAS, City staff has completed a review of the land use application based on the following plans: • ALTA/NSPS Land Title Survey prepared by EG Rud & Sons, Inc. dated December 23, 2021 • Site, Grading, Erosion and Sediment Control Plan prepared by Carlson McCain dated January 10, 2022 • Clearwater Creek Business Center North Wetland Delineation Report prepared by Kjolhaug Environmental Services Company, Inc., dated August 5, 2021 • Preliminary Geotechnical Exploration Report, Haugo Geotechnical Services, dated November 26, 2021 • Applicant's Rice Creek Watershed District permit application, dated January 10, 2022; and WHEREAS, a public hearing was held before the Planning & Zoning Board on February 9, 2022, and the Board recommended approval of the conditional use permit. NOW, THEREFORE BE IT RESOLVED by the City Council of the City of Lino Lakes hereby makes the following findings: FINDINGS OF FACT 1. The proposed development application has been found to be consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan including: a. Land Use Plan. b. Transportation Plan. c. Utility (Sewer and Water) Plans. d. Local Water Management Plan. e. Capital Improvement Plan. f. Policy Plan. g. Natural Environment Plan. The proposed earth moving/black dirt stockpile is consistent with the Land Use, Utility, Local Water Management, Capital Improvement, Policy and Natural Environmental Plans and recommendations of the comprehensive plan with the required plan revisions as detailed in February 9, 2022, staff report. 2. The proposed development application is compatible with present and future land uses of the area. The proposed earth moving/black dirt stockpile is compatible with present and future land uses of the area. Present land use is vacant commercial and future land use is commercial. Earth moving is allowed in all zoning districts with conditions. 3. The proposed development application conforms to performance standards herein and other applicable City Codes. The proposed earth moving/ black dirt stockpile conforms to the performance standards of the City Code with conditions as established. The plans have been reviewed by City staff and were submitted to the RCWD for review. 4. Traffic generated by a proposed development application is within the capabilities of the City when: a. If the existing level of service (LOS) outside of the proposed subdivision is A or B, traffic generated by a proposed subdivision will not degrade the level of service more than one grade. b. If the existing LOS outside of the proposed subdivision is C, traffic generated by a proposed subdivision will not degrade the level of service below C. c. If the existing LOS outside of the proposed subdivision is D, traffic generated by a proposed subdivision will not degrade the level of service below D. d. The existing LOS must be D or better for all streets and intersections providing access to the subdivision. If the existing level of service is E or F, the subdivision developer must provide, as part of the proposed project, improvements needed to ensure a level of service D or better. e. Existing roads and intersections providing access to the subdivision must have the structural capacity to accommodate projected traffic from the proposed subdivision or the developer will pay to correct any structural deficiencies. f. The traffic generated from a proposed subdivision shall not require City street improvements that are inconsistent with the Lino Lakes Capital Improvement Plan. However, the City may, at its discretion, consider developer -financed improvements to correct any street deficiencies. g. The LOS requirements in paragraphs a. to d. above do not apply to the I- 35W/Lake Drive or I-35E/Main St. interchanges. At City discretion, interchange impacts must be evaluated in conjunction with Anoka County and the Minnesota Dept. of Transportation, and a plan must be prepared to determine improvements needed to resolve deficiencies. This plan must determine traffic generated by the subdivision project, how this traffic contributes to the total traffic, and the time frame of the improvements. The plan also must examine financing options, including project contribution and cost sharing among other jurisdictions and other properties that contribute to traffic at the interchange. h. The City does not relinquish any rights of local determination. The black dirt stockpile operation currently exists south of the proposed relocation on the Centerville side of 21" Avenue S. The applicant estimates a maximum of 50 trucks per day will access the site. A traffic study was not completed due to the fact that the existing operation is relocating to a nearby site and the current location will cease operations. Traffic generated by the black dirt operation will not change the traffic on 21 s` Avenue S or at the 21 S` Avenue S/Main Street intersection. 21S` Avenue S is a 9-ton design, but during spring road restrictions a 5-ton limit applies. The truck traffic will be limited to these weight restrictions. The hauling, dumping and grading of excavated materials shall occur within the project boundaries as shown on the plans. The site will be limited to one access. 5. The proposed development shall be served with adequate and safe water supply. The proposed earth moving/black dirt stockpile does not require a water service as proposed. Municipal water main is located along 21 sr Avenue S and in the drainage and utility easement on the properties should the applicant wish to connect in the future. 6. The proposed development shall be served with an adequate and safe sanitary sewer system. The proposed earth moving/ black dirt stockpile does not require service by sanitary sewer. However, facilities should be provided on site for any employees of the black dirt operation. Municipal sanitary sewer is located along 21 sr Avenue S and in the drainage and utility easement on the properties should the applicant wish to connect in the future. 7. The proposed development shall not result in the premature expenditures of City funds on capital improvements necessary to accommodate the proposed development. The proposed earth moving/ black dirt stockpile will not expend City funds. 8. The proposed development will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, or odors. The proposed earth moving/ black dirt stockpile will not be detrimental to any persons or property. Hours of operation, noise control measures, and erosion/dust control measures will be enforced. 9. The proposed development will not result in the destruction, loss, or damage of a natural, scenic or historic feature of major importance. The proposed earth moving/ black dirt stockpile should not result in the destruction, loss or damage of natural, scenic or historic features as no known natural, scenic or historic features exist in the area. The existing wetlands and floodplain will not be affected by the activities as currently proposed. 4 BE IT FURTHER RESOLVED by The City Council of Lino Lakes in addition to the administrative requirements of a conditional use permit, the following standards of Section 1007.050, are being met: (a) Properly fence any pit or excavation, and barricade entrances to prevent the general public from depositing garbage or refuse. The proposed plans indicate earth moving for a stockpile, not a pit. The proposed plans do not currently show any fencing around the earth moving/black dirt stockpile operation or any barricades at the entrance. Staff is proposing that silt fence be placed around the stockpile as a condition of this permit. (b) Slope the banks, and otherwise guard and keep any pit or excavation in such condition as not to be dangerous because of sliding or caving banks. The proposed earth moving/ black dirt stockpile is proposed with 3:1 side slopes on all sides, except for the working side, reducing the risk of sliding or caving banks. Areas not being excavated shall be established with turf within seven (7) days of placement to avoid sliding. (c) Properly drain, fill, or level off any pit or excavation so as to make the same safe and healthful as the permitting authority may determine. The proposed earth moving/ black dirt stockpile site is designed to drain in a similar manner as the existing conditions. Approximately half of the stockpile will drain towards the existing wetland east of the site and the other half will drain towards 21S` Avenue S. Erosion control is proposed and will be needed to ensure that sediment is prevented from entering the wetland and storm sewer systems. (d) Limit the depth of such excavation to an elevation no lower than the minimum floor elevation for building construction as established by the City Engineer, so as not to diminish development potential of the parcel. Not applicable to this project. (e) Limit any fill material to clean fill, defined as rock, sand, gravel, clay, or other like and similar non -decomposable material. Concrete, asphalt, metal, wood, and other debris shall be prohibited. The project is only proposing stockpiling black dirt. The site will be limited to this type of material. The City will reserve the right to test the material. (f) Require that all decomposable material, or other unsuitable foundation material, be removed from an area before deposition of fill begins. Not applicable to this project. (g) Prepare a site plan showing existing and proposed grade elevations and effect of storm water drainage on adjacent areas. A site plan showing the existing and proposed grade elevations for the proposed earth moving/ black dirt stockpile was provided. (h) Specify a time when the excavation or land reclamation project shall be completed. The proposed earth moving/ black dirt operations will occur in the summer months. The conditional use permit will be reviewed every three (3) years for renewal. Renewal shall be approved by City Council. (i) Place a minimum of four (4) inches of top soil over the completed project and establish appropriate ground cover within sixty (60) days of completion, or in a time period consistent with the City's stormwater management and pollution prevention plan. The proposed black dirt stockpile shall be seeded or hydromulched within seven (7) days of initial placement. Once the stockpile has been relocated to the site, at least 50% of the stockpile shall be stabilized and remain stabilized with vegetation at all times. (j) Reimburse the City for the cost of periodic inspections by the City for the purpose of determining that the terms under which the permit has been issued are being complied with. The City will maintain a $5, 000 non -interest bearing escrow account provided by the owner that shall be reestablished annually by January 15`h. This escrow will be for inspection, erosion control, and other City costs associated with the operation of the stockpile. If the above escrow amount is insufficient, the owner shall make such additional deposits as required by the City. The City shall have a right to reimburse itself from the Escrow with suitable documentation supporting the charges. (k) Implement the tree preservation plan. Not applicable to this site. (1) In addition to a conditional use permit, the City Engineer may determine that permits in excess of twenty-five thousand (25,000) cubic yards require the applicant to conduct a neighborhood meeting and to notify affected property owners within one - quarter (1/4) mile. Properties within 350 feet, as required for CUP's, and the City of Centerville were notified. A neighborhood meeting is not proposed at this time. 6 (m) Post a form of security and sum as the permitted authority may require, running to the City, conditioned to pay the City the cost and expense of repairing or cleaning any highways, streets, or other public ways within the City made necessary by the special burden resulting from transporting thereon by the applicant material to or from the site, the amount of such cost to be determined by the Council; and conditioned further to comply with all the requirements of this Ordinance and the particular permit, and to save the City free and harmless from all suits or claims for damages resulting from the negligent excavation, removal, storage, or filling of rock, sand, dirt, gravel, clay, or other like material within the City. The City will collect a form of security at the time of approval of the Site Performance Agreement. (n) Other conditions deemed appropriate to the application by the permitting authority. This Conditional Use Permit, if approved by City Council, shall only be valid for three (3) years and the owner will have to apply for renewal. Renewal must be approved by the City Council. BE IT FURTHER RESOLVED by The City Council of the City of Lino Lakes hereby approves the conditional use permit for earth moving and stockpiling located on 2 1 " Avenue South (PID #24-31-22-24-0002, #24-31-22-24-0008, and #24-31-22-24-0009) subject to the following conditions: 1. Stockpile operations shall be limited to the areas identified in the plans prepared by Carlson McCain, dated January 10, 2022, and any revisions to the plans approved by the City. 2. Comments from the City Engineer letter dated February 4, 2022, shall be addressed. 3. Comments from the City Environmental Coordinator letter dated January 181h, 2022, shall be addressed. 4. The vehicles accessing or exiting the site shall not track sediment on 2 Pt Avenue S. The onsite facilitates and site circulation shall be sufficient to provide sediment removal prior to accessing City roadways. 5. Stockpile to be at least 80-ft from property lines shared with 2110 Northern Lights Blvd (currently Dairy Queen). 6. Stockpile shall be at least 50-ft from the road right-of-way. 7. The stockpile shall not exceed 118,000 square feet in area. 8. Silt fence should be used instead of the sediment control logs shown on the plan. Double silt fence shall be installed where adjacent to wetlands. 9. The type of stockpile material is limited to topsoil borrow as identified in Minnesota Department of Transportation's 2020 Standard Specification, Section 3877. Other materials are not allowed and will be required to be removed within 24 hours. 10. Maximum stockpile height is to be limited to 40-ft above the natural grade of the site. 11. Maximum side slope of stockpile to be 3:1, expect for the working face. The working face shall not be more than 150 ft in length at the base of the stockpile. 12. Maximum stockpile volume to be limited to 100,000 cubic yards. 13. The finished product pile shall not exceed 500 cubic yards in volume and 15-ft in height. 14. Any erosion control BMP that becomes non-functional or half full of sediment must be repaired, replaced, or supplemented by the end of the next day after discovery. BMP's shall remain in place throughout the duration of the CUP. 15. At least 50% of the stockpile surface area shall be established with vegetation at all times to prevent erosion. 16. Any street tracking that does occur from vehicles entering or leaving the site must be swept within one calendar day of discovery. The sediment removal facilities on site such as the gravel entrance must be maintained to prevent tracking. On site signage regarding tracking is required. 17. A trained individual with current certification in erosion and sediment control must perform inspections at a minimum every seven (7) days and within 24 hours after a rainfall event greater than t/2 inch in 24 hours. Inspection records must be retained with the SWPPP and include information detailed in section 11.11 of the Construction Stormwater General Permit. Contact information for the inspector must be provided to the City. Inspection records must be provided to the City Environmental Coordinator on a monthly basis. Inspection records per NPDES standards shall be submitted on a monthly basis throughout the duration of the CUP. 18. Water suppression, soil binding agents, wind blocks, or other dust suppression methods will be required if dust leaving the site becomes an issue as identified by the City. Obtaining water to be used for dust control is the responsibility of the owner. 19. Hours of operation shall be limited to 7:00 a.m. to 5:00 p.m. during the summer months (April 1 through November 1). 20. Sanitation facilities must be provided on site. Portable toilets shall be serviced regularly and screened from visibility of neighboring properties. 21. Equipment on site shall be limited to what is necessary for stockpile operations, including mobile dirt screener, mobile dirt conveyer, loading and hauling equipment, and equipment needed for grading. Non-functioning equipment is not allowed to be stored on site. All equipment shall be screened from public view. 22. Vehicles entering and leaving the site shall adhere to the 9-ton road weight restriction. 23. Owner to limit speed of trucks entering of leaving the site and along 21st Avenue to 25 miles per hour. 24. Maximum noise emitted at the property line shall conform to the noise regulations contained in City Code Section 901.03(4) and the owner shall not violate other nuisance regulations contained in Chapter 901. 25. Owner shall submit to the City a monthly accounting of material hauled in to the site and hauled off the site. This accounting of material hauled from the site shall be in the form of a log of loads hauled out each day and documenting the quantity of material in each load together with copies of truck load tickets and/or bills of sale. 26. Owner to protect municipal utilities on site from damage. Sanitary sewer main and water main are located in the drainage and utility easement on the property. Repair cost shall be the responsibility of the Owner. 27. No fill may be placed in the delineated wetlands or in the FEMA floodplain on the site. Stockpile shall not encroach within 50-ft of the delineated wetland boundaries and the FEMA floodplain. 28. Owner will follow the applicable standards and requirements of the City of Lino Lakes, Rice Creek Watershed District, Army Corp of Engineers, Minnesota Pollution Control Agency, and any other agency having jurisdiction over the property and shall secure and file with the City, copies of any permits required by outside agencies. Owner will file with the City within ten (10) days of receipt, copies of any permits and/or notice of enforcement actions by these agencies. 29. Owner will permit a City Inspector to view the premises during normal business hours. 30. The CUP shall only be valid for three (3) years. The permit may be extended by the City Council following a written request by the applicant submitted at least three months prior to expiration, and review at a public hearing. A new CUP will be needed for work (grading, other material stockpiles, excavation of material, etc.) that is not stated in this CUP. 31. A Site Performance Agreement shall be executed and recorded. These conditions are to be addressed prior to issuance of a grading permit. Adopted by the Council of the City of Lino Lakes this 14th day of March, 2022. The motion for the adoption of the foregoing resolution was introduced by Council Member and was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Rob Rafferty, Mayor ATTEST: Julianne Bartell, City Clerk CITY OF LINO LAKES RESOLUTION NO.22-31 RESOLUTION APPROVING SITE IMPROVEMENT PERFORMANCE AGREEMENT WITH REHBEINS BLACK DIRT ((PIDS #24-31-22-24-0002, #24-31-22-24-0008, AND #24-31-22-24-0009) WHEREAS, the City has completed review of the site and building plans for Rehbeins Black Dirt (PIDs #24-31-22-24-0002, #24-31-22-24-0008, and #24-31-22-24-0009); and WHEREAS, the properties are legally described as: Lot 2, Block 2, CLEARWATER CREEK BUSINESS CENTER, Anoka County, Minnesota; and, Outlot A, CLEARWATER CREEK BUSINESS CENTER, Anoka County, Minnesota; and, That part of the Southeast Quarter of the Northwest Quarter (SE t/4 of NW 1/4) of Section 24, Township 31, Range 22, described as follows, to -wit: Commencing at the Southwest corner of said Southeast Quarter of Northwest Quarter (SE t/4 of NW '/4) of Section 24, thence running East along the South line of said Southeast Quarter of Northwest Quarter (SE t/4 of NW t/4) a distance of 275 feet; thence running North parallel with the West line of said Southeast Quarter of Northwest Quarter (SE t/4 of NW t/4) a distance of 375 feet; thence West parallel with the South line of said Southeast Quarter of Northwest Quarter (SW t/4 of NW '/4) a distance of 275 feet to the West line of said Southeast Quarter of Northwest Quarter (SE 1/4 of NW 1/4); thence running South along the West line of said Southeast Quarter of Northwest Quarter (SE t/4 of NW '/4) a distance of 375 feet to the point of beginning; Anoka County, Minnesota; and WHEREAS, Section 1007.020(5)(d) of the Lino Lakes Zoning Ordinance requires the execution of a site performance agreement. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes that the Site Improvement Performance Agreement between the City of Lino Lakes and Rehbeins Black Dirt is hereby approved and the Mayor and City Clerk are authorized to execute such agreements on behalf of the City. Adopted by the Council of the City of Lino Lakes this 14th day of March, 2022. The motion for the adoption of the foregoing resolution was introduced by Council Member and was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Rob Rafferty, Mayor ATTEST: Julianne Bartell, City Clerk CITY OF LINO LAKES, MINNESOTA SITE IMPROVEMENT PERFORMANCE AGREEMENT THIS AGREEMENT made this day of , 2022, is by and between the City of Lino Lakes, a municipal corporation organized under the laws of the State of Minnesota, and Rehbeins Black Dirt (PO Box 368, Hugo MN 55038) ("Developer"). WHEREAS, the Developer has received approval of a Conditional Use Permit by Resolution 22-30 and approval of the Site Development Plans, hereinafter called the "Plans", by the City of Lino Lakes on the 141h day of March, 2022, and in accordance with the Plans all of which are made a part hereof by reference. In consideration of such approval, the Developer, its successors and assigns, does covenant and agree to perform the work as set forth in the Plans, in the aforesaid approval, and as hereinafter set forth upon the real estate (hereinafter referred to as "Property") described as follows: Lot 2, Block 2, CLEARWATER CREEK BUSINESS CENTER, Anoka County, Minnesota.; and, Outlot A, CLEARWATER CREEK BUSINESS CENTER, Anoka County, Minnesota.; and, That part of the Southeast Quarter of the Northwest Quarter (SE 1/4 of NW 1/4) of Section 24, Township 31, Range 22, described as follows, to -wit: Commencing at the Southwest corner of said Southeast Quarter of Northwest Quarter (SE 1/4 of NW 1/4) of Section 24, thence running East along the South line of said Southeast Quarter of Northwest Quarter (SE 1/4 of NW 1/4) a distance of 275 feet; thence running North parallel with the West line of said Southeast Quarter of Northwest Quarter (SE 1/4 of NW '/4) a distance of 375 feet; thence West parallel with the South line of said Southeast Quarter of Northwest Quarter (SW 1/4 of NW '/4) a distance of 275 feet to the West line of said Southeast Quarter of Northwest Quarter (SE 1/4 of NW 1/4); thence running South along the West line of said Southeast Quarter of Northwest Quarter (SE 1/4 of NW 1/4) a distance of 375 feet to the point of beginning; Anoka County, Minnesota. NOW, THEREFORE, in consideration of the mutual promises of the parties made herein, IT IS AGREED BY AND BETWEEN THE PARTIES HERETO: I. DESIGNATION OF IMPROVEMENTS. A. Improvements on the project site to be installed at the Developer's expense by the Developer as hereinafter provided are hereinafter referred to as "On -site Work". Rehbeins Black Dirt Site Performance Agreement page 1 of 9 B. Improvements off the project site to be installed at the Developer's expense, if any, by the Developer as hereinafter provided are hereinafter referred to as "Off -Site Work". IL ON -SITE WORK. A. On -Site Work. The On -Site Work shall consist of the improvements described in the approved Plans, to include any approved subsequent amendments, and shall be in compliance with all applicable statutes, codes and ordinances of the City. The On -Site Work includes but is not limited to the erosion control, initial material hauling from existing site in Centerville, access construction and site restoration. Such improvements shall be completed in accordance with Section IV herein. B. Cost Estimates. The Developer shall provide the City with a written estimate of all applicable costs of the On -Site Work, itemized by type; the estimates shall be based upon the actual estimates provided by the contractors who are to do the Work. Said cost estimates shall be reviewed by the City, and the City shall establish the actual amount of the financial guarantee. The description and estimated cost of Developer's On -Site Work are as follows: Description of Improvements IP Estimated Costs 1. Lighting $ 0.00 2. Fences / Screen Structures $ 0.00 3. Trash Disposal Structures $ 0.00 4. Curbing / Islands / Delineators $ 0.00 5 Storm Drainage Systems / Sewers / Catch Basins / $ 0.00 Culverts / Swales 6. Public Trails and / or Sidewalk $ 0.00 7. Private Trials and / or Sidewalk $ 0.00 8. Driveway / Curb cut / Parking Lot / Fire Lane $ 12.500 9. Water mains / Hydrants / Sanitary Sewers $ 0.00 10. Landscaping $ 0.00 11. Site Grading $ 7,500 12. Erosion Control $ 7,500 Total Estimated Cost of Developer Improvements $ 27,500 Security Requirement (Total * 35%) $ 9,625 Rehbeins Black Dirt Site Performance Agreement page 2 of 9 III. DEVELOPER FEES. Not Applicable 1. Sanitary Sewer Trunk Unit Fee ($1,630/unit; 2.92 units/Acre) Acres Fee $0 2. City Sewer Availability Fee ($1,525/SAC Unit) $0 3. Water Trunk Unit Fee ($2,341/unit; 2.92 units/Acre) $0 4. City Water Availability Fee ($1,473/SAC Unit) $0 5. City Surface Water Management Fee ($11,073/Acre) $0 Total Estimated (Budget) Developer Fees $0 IV. RECORD DRAWINGS. a. Upon project completion, Developer shall submit record drawings in electronic format verifying the location of the black dirt stockpile. The as -built survey must include, but is not limited to, proposed and final contours with adequate elevation shots to show conformance, property irons (to be exposed in field), and the 100-Year High Water Level (HWL) of all ponds, lakes, and wetland areas. The files shall be drawn in Anoka County NAD 83 Coordinate system and provided in both AutoCAD .dwg and Adobe .pdf file formats. The plans shall include accurate locations, dimensions, elevations, grades, slopes and all other pertinent information concerning the complete work. b. No securities will be fully released until all record drawings have been submitted and accepted by the City Engineer. V. COMPLETION DATE. If the activities authorized by site plan approval are not initiated within twelve (12) months from the final execution of this agreement, then Developer will need to start the site plan approval process from the beginning. The Developer shall complete all On Site Work as described in Section II A by November 30, 2022. The Developer may request a reasonable extension of time from the City. If the extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. VI. GUARANTEE. A. The Developer will fully and faithfully comply with all terms and conditions of any and all contracts entered into by the Developer. Concurrently with the execution hereof by the Developer, the Developer will furnish to, and at all times thereafter maintain with the City, a cash deposit, certified check, or Irrevocable Letter of Credit, based on thirty- five (35%) percent of the total estimated cost of Developer's On -site Rehbeins Black Dirt Site Performance Agreement page 3 of 9 Work. An Irrevocable Letter of Credit shall be for the exclusive use and benefit of the City of Lino Lakes and shall state thereon that the same is issued to guarantee and assure performance by the Developer of all the terms and conditions of this Development Contract, construction of all required improvements in accordance with the ordinances and specifications of the City and guarantees the workmanship and materials for the landscape improvements for a period of one year following the City's acceptance of the landscape improvements. The City reserves the right to draw, in whole or in part, on any portion of the Irrevocable Letter of Credit for the purpose of guaranteeing the terms and conditions of this contract, if Developer has been found to be in default of this agreement and only after providing Developer with written notice and opportunity to cure any default. The Irrevocable Letter of Credit shall be automatically extended for additional periods of one year from present or future expiration dates unless sixty (60) days prior to such the City Clerk or Administrator is notified in writing by certified mail or overnight mail that the Letter of Credit will not be renewed. B. Upon written request, The City will grant a reduction of the Letter of Credit, or cash deposit based on prepayment or the value of the completed improvements at the time of the requested reduction. The Developer may make such requests three times throughout the life of this agreement, with the third and/or final request being at the completion of the project. The City will respond to such request within 30 days time. Prior to the final acceptance of the Developer's Improvements the City shall require a Letter of Credit or Cash Escrow to cover the warranty provisions of the agreement. The amount shall be agreed to by the City Engineer and Developer and Developer may use the Letter of Credit discussed in Section VI.A above. VII. REIMBURSEMENT OF COSTS. A. The Developer agrees to establish a non -interest bearing escrow account with the City in an amount established by the City Engineer or his designee for the payment of all City fees and costs incurred by the City related to the On -site Work, including, but not limited to, the following: I. Site Plan Review Fee $1,500.00 2 Administration (Legal, Engineering, Planning and Contract Administration) $7,500.00 3. Negative Short Term Escrow Balance $0.00 Total Estimated (Budget) Costs for Escrow Account $9,000.00 B. If it appears that the actual costs incurred will exceed the estimate or that the actual costs incurred will be less than the estimate, then Developer and Rehbeins Black Dirt Site Performance Agreement page 4 of 9 City shall review the costs required to complete the project. In such case, if the actual costs exceed the estimate, then Developer shall promptly pay the additional sums to the City to pay for the agreed upon increase. However, in such case where the actual costs are less than the estimate, the City shall promptly reimburse to Developer any amounts overpaid by the Developer. The Developer may request a statement of the account each month for review. C. Per the Conditional Use Permit approved by Resolution 22-30, the City will maintain a $5,000 non -interest bearing escrow account provided by the owner that shall be reestablished annually by January 15th. This escrow will be for inspection, erosion control, and other City costs associated with the operation of the stockpile. If the above escrow amount is insufficient, the owner shall make such additional deposits as required by the City. The City shall have a right to reimburse itself from the Escrow with suitable documentation supporting the charges. D. Intentionally Deleted. V1I1. REMEDIES FOR BREACH. A. The City shall give prior written notice to the Developer of any default hereunder before proceeding to enforce such financial guarantee or before the City undertakes any work for which the City will be reimbursed through the financial guarantee. If within twenty (20) days after receipt of such written notice to it, the Developer has not notified the City by stating in writing the manner in which the default will be cured and the time within which such default will be cured, the City will proceed with the remedy it deems reasonably appropriate. B. At any time after the completion date and any extensions thereof, if any of the work is deemed incomplete, the City may proceed in any one or more of the following ways to enforce the undertakings herein set forth, and to collect any and all expenses reasonably incurred by the City in connection therewith, including, but not limited to, engineering, legal, planning and litigation costs and expense. The enumeration of the remedies hereunder shall be in addition to any other remedies available to the City. 1. Specific Performance. The City may in writing direct the surety or the Developer to cause the Work to be undertaken and completed within a specified reasonable time. If the Developer fails to cause the Work to be done and completed in a manner and time reasonably acceptable to the City, the City may proceed to bring an action for specific performance to require work to be undertaken. Rehbeins Black Dirt Site Performance Agreement page 5 of 9 2. Completion by the City. The City, after written notice, may enter the premises and proceed to have the Work done either by contract, by day labor or by regular City forces. The Developer may not question the manner of doing such work or the letting of any such contracts for the doing of any such work; provided that all such work is performed in a reasonable manner, the costs are reasonable and the work is completed in a good and workman -like manner and in accordance with the approved plans and specifications. Upon completion of such work, the Developer shall promptly pay the City the full cost thereof as aforesaid. 3. Deposit of Financial Guarantee. In the event the financial guarantee has been submitted in the form of a Letter of Credit, the City may draw on the Letter of Credit the sum equal to the reasonably estimated cost of completing the Work, plus the City's reasonably estimated expenses as defined herein, including any other reasonable costs, expenses, and damages for which the surety may be liable hereunder, but not exceeding the amount set forth on the Letter of Credit. The money shall be deemed to be held by the City for the purpose of reimbursing the City for any reasonable costs incurred in completing the Work as hereinafter specified. Any funds remaining after completion of the project shall be promptly returned to the Developer. IX. OCCUPATION OF PREMISES. Not Applicable. X. INSURANCE. Developer or its general contractor shall take out and maintain until one year after the City accepted the Developer Improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of the Developer's or general contractor's work, as the case may be, or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than Five Hundred Thousand and no/100 ($500,000.00) Dollars for one person and One Million and no/100 ($1,000,000.00) Dollars for each occurrence; limits for property damage shall be not less than One Million and no/100 ($1,000,000.00) Dollars for each occurrence; or a combination single limit policy of Two Million and no/100 ($2,000,000.00) Dollars or more. The City, its employees, its agents and assigns shall be named as an additional insured on the policy, and the Developer or its general contractor shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. Rehbeins Black Dirt Site Performance Agreement page 6 of 9 XI. REIMBURSEMENT FOR LITIGATION EXPENSES. The City and Developer agree that the prevailing party in any litigation pertaining to the enforcement of this Agreement shall be entitled to reimbursement from the non -prevailing party for all reasonable costs incurred by said prevailing party including court costs and reasonable engineering and attorneys' fees. XII. VALIDITY. If a portion, section, subsection, sentence, clause, paragraph or phrase in this Agreement is for any reason held to be invalid by a court of competent jurisdiction, such decision shall not affect or void any of the other provisions of the Site Improvement Performance Agreement. XIII. GENERAL. A. BindingEffect. ffect. The terms and provisions hereof shall be binding upon and inure to the benefit of the heirs, representatives, successors and assigns of the parties hereto and shall be binding upon all future owners of all or any part of the Property and shall be deemed covenants running with the land. B. Notices. Whenever in this Agreement it shall be required or permitted that notice or demand be given or served by either party to this Agreement to or on the other party, such notice or demand shall be delivered personally or (i) mailed by United States mail by certified mail (return receipt requested) or (ii) sent by nationally recognized overnight carrier to the addresses hereinbefore set forth on Page 1. Such notice or demand shall be deemed timely given when delivered personally or when deposited in the mail or the overnight carrier in accordance with the above. The addresses of the parties hereto are as set forth on Page 1 until changed by notices given as above. C. Incorporation by Reference. All plans, special provisions, proposals, specifications and contracts for the improvements furnished and let pursuant to this Agreement shall be and hereby are made a part of this Agreement by reference as fully as if set out herein in full. E. Hours of Construction Activity. Construction activity shall be limited to the hours set out as follows: Monday through Friday 7:00 a.m. to 7:00 p.m. Saturday 9:00 a.m. to 5:00 p.m. Sunday and Holidays No working hours allowed Rehbeins Black Dirt Site Performance Agreement page 7 of 9 XIV. VIOLATIONS/BUILDING PERMITS. In the event that Developer violates any of the covenants and agreements contained in this Site Improvement Performance Agreement and to be performed by the Developer, the City, at its option, and after providing written notice and opportunity to cure to Developer in addition to the rights and remedies as set out hereunder may refuse to issue building permits to any property within the development and/or stop building construction within the development until such time as such default has been corrected to the satisfaction of the City. DEVELOPER Utz Gerald Rehbein STATE OF MINNESOTA ) ) SS COUNTY OF ANOKA ) CITY OF LINO LAKES By Mayor ATTEST: By City Clerk This instrument was acknowledged before me on day of , 2022, by Rob Rafferty as Mayor of the City of Lino Lakes on behalf of said City. Notary Public STATE OF MINNESOTA ) ) SS COUNTY OF ANOKA ) This instrument was acknowledged before me on day of , 2022 by Julianne Bartell as City Clerk of the City of Lino Lakes on behalf of said City. Notary Public Rehbeins Black Dirt Site Performance Agreement page 8 of 9 STATE OF MINNESOTA ) ss. COUNTY OF ANOKA ) On this day of , 2022, before me, a Notary Public within and for said County, personally appeared, who executed the foregoing instrument. Notary Public This instrument was drafted by: City of Lino Lakes 600 Town Center Parkway Lino Lakes, Minnesota 55014 Rehbeins Black Dirt Site Performance Agreement page 9 of 9 CITY COUNCIL AGENDA ITEM 6B STAFF ORIGINATOR: Michael Grochala, Community Development Director MEETING DATE: March 14, 2022 TOPIC: Consider Resolution No. 22-33, Approving Agreement with Rice Creek Watershed District, Shenandoah Park BMP Feasibility Study, Michael Grochala VOTE REQUIRED: 3/5 INTRODUCTION Staff is requesting City Council approval of a Memorandum of Understanding (MOU) with the Rice Creek Watershed District (RCWD) and authorize a professional services agreement with WSB and Associates to complete a Best Management Practices(BMP) Feasibility Study for Shenandoah Park. BACKGROUND In 2009-2010 the RCWD, in partnership with the Anoka Conservation District, completed a Subwatershed Assessment focusing on Rice Lake in the Rice Creek Chain of Lakes. The purpose of the study was to identify potential subwatershed water quality projects to reduce runoff volume and sediment/nutrient loading to Rice Lake. The study identified Shenandoah Park as a prime candidate for additional study in advance of developing a large capital improvement project. A private ditch system, maintained by the City runs through the park, under Birch Street, and discharges into Rice Lake. The ditch serves as the primary stormwater outlet for the residential neighborhood extending south to Coyote Trail. A majority of the park area is comprised of partially drained wetland. Staff is of the opinion that opportunity exists for a restoration project that would enhance water quality and provide for an improved greenway element to the park. WSB and Associates completed a wetland delineation on the park property in 2021. They have submitted a proposal to complete the feasibility study and corresponding water quality modeling in the amount of $21,925. The Rice Creek Watershed District is proposing to participate in the project. The RCWD's share is not to exceed $10,962.50 (50%) of the cost. The RCWD is acting on the proposed MOU at their March 9, 2022 board meeting. Funding for the City's share of the project will come from the Surface Water Management Fund. This fund was established in 1992 to cover the costs of surface water planning and trunk facility improvements. RECOMMENDATION Staff is recommending approval of Resolution No. 22-33. ATTACHMENTS 1. Project Location Map 2. Resolution No. 22-33 3. RCWD MOU ozo�osoo BIRCH 4 r CJIBWAY 3-4 yCk% ARRDN _ram rn D r n A [C �.Few, !7. LINDEN Q c C Figure 3: DNR Public Waters Shenandoah Park Wetland BMP IN L-A K E S Lino Lakes, MN -n r %R Q Project Location DNR Public Waters DNR Public Watercourses Non DNR Streams N $°° Feet ws b 1 inch = 500 feet CITY OF LINO LAKES RESOLUTION NO.22-33 RESOLUTION APPROVING MEMORANDUM OF UNDERSTANDING WITH RICE CREEK WATERSHED DISTRICT SHENANDOAH PARK BMP FEASIBILITY STUDY WHEREAS, the 2009 Rice Lake Stormwater Retrofit Assessment (SRA), prepared by the Rice Creek Watershed District and the Anoka Conservation District provided a blueprint to improve stormwater quality and reduce the volume of runoff entering the stormwater system from neighborhoods that contribute to the degradation of Rice Lake; and WHEREAS, on September 27, 2013 the U.S. Environmental Protection Agency approved the District's Lino Lakes Chain of Lakes Nutrient Total Maximum Daily Load Study, with the purpose of quantifying the total phosphorus loading reductions needed for Rice Lake, and others, to meet state water quality standards; and WHEREAS, the development of content within the SRA included review and input from other partners in the Rice Lake Subwatershed, including the City of Lino Lakes and WHEREAS, the SRA includes a project concept for the City's Shenandoah Park, suggesting it as an ideal location to develop a project to improve water quality by reducing total phosphorus loads and runoff rates, and potentially restoring previously drained wetland areas, collectively resulting in improvements to Rice Lake; and WHEREAS, the SRA establishes that a feasibility study including additional engineering and modeling is required to analyze potential project concepts, and their respective benefits, for Shenandoah Park (Study); and WHEREAS, the Study will provide valuable information should either the City or RCWD pursue external grant funding for a proposed water quality improvement project in Shenandoah Park in the future; and WHEREAS, the City desires to proceed with the aforementioned Study to further develop project concepts for Shenandoah Park; and, WHEREAS, the RCWD desires to cooperate with the City by providing cost -share assistance for the Study; NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lino Lakes hereby approves the MOU with the RCWD and authorizes the Mayor and City Clerk to execute the agreement on behalf of the City. BE IT FURTHER RESOLVED, that City staff are hereby authorized and directed to enter into a contract with WSB for the preparation of the Shenandoah Park BMP Feasibility Study in the amount of $21,925. Adopted by the Council of the City of Lino Lakes this 14th day of March, 2022. The motion for the adoption of the foregoing resolution was introduced by Council Member and was duly seconded by Council Member and upon vote being taken thereon, the following voted in favor thereof: The following voted against same: Rob Rafferty, Mayor ATTEST: Julianne Bartell, City Clerk MEMORANDUM OF AGREEMENT SHENANDOAH PARK BMP FEASIBILITY STUDY MEMORANDUM OF AGREEMENT ("Agreement") between the Rice Creek Watershed District, 4325 Pheasant Ridge Drive NE, Suite 611, Blaine, Minnesota 55449 and City of Lino Lakes, 600 Town Center Parkway, Lino Lakes, MN 55014. RECITALS WHEREAS, in December 2009, the Rice Creek Watershed District (District), in partnership with the Anoka Conservation District, published the Rice Lake Stormwater Retrofit Assessment (SRA), later revised in January 2010, with the purpose of providing a blueprint to improve stormwater quality and reduce the volume of runoff entering the stormwater system from neighborhoods that contribute to the degradation of Rice Lake; WHEREAS, on September 27, 2013, the U.S. Environmental Protection Agency approved the District's Lino Lakes Chain of Lakes Nutrient Total Maximum Daily Load Study, with the purpose of quantifying the total phosphorus loading reductions needed for Rice Lake, and others, to meet state water quality standards; WHEREAS, the development of content within the SRA included review and input from other partners in the Rice Lake Subwatershed, including the City of Lino Lakes (City); WHEREAS, the SRA includes a project concept for the City's Shenandoah Park, an excerpt of which is incorporated herein at Attachment A, suggesting it as an ideal location to develop a project to improve water quality by reducing total phosphorus loads and runoff rates, and potentially restoring previously drained wetland areas, collectively resulting in improvements to Rice Lake; WHEREAS, the SRA establishes that a feasibility study including additional engineering and modeling is required to analyze potential project concepts, and their respective benefits, for Shenandoah Park (Study); WHEREAS, the Study will provide valuable information should either the City or District pursue external grant funding for a proposed water quality improvement project in Shenandoah Park in the future; WHEREAS, the City desires to proceed with the aforementioned Study to further develop project concepts for Shenandoah Park; and, WHEREAS, the District desires to cooperate with the City by providing cost -share assistance for the Study; THEREFORE, in consideration of mutual promises set forth herein and other good and valuable consideration, the District and the City agree as follows: I. GENERAL SCOPE OF AGREEMENT A. The City agrees to contract for the engineering and modeling work necessary for completion of the Study. The District agrees to provide partial funding and technical support for this effort. II. SPECIFIC SCOPE OF SERVICES A. The District and the City agree that it is mutually beneficial to jointly undertake the Study. 1. Specific Tasks Involved. The scope of work will include the specific tasks described in the proposal provided to the City by WSB & Associate, Inc., dated February 24, 2022, found at Attachment B to this Agreement (the "Study"). 2. Scheduling. All work necessary to carry out the scope of work shall be completed no later than December 31, 2022. B. District Responsibilities. The District agrees to: 1. Provide to the City existing reports, surveys, data, and/or models for the Study area and contributing watershed, pursuant to standard licensing as applicable. 2. Participate in all meetings associated with the Study. 3. Make available its staff to serve as advisors to the Study team. 4. Reimburse the City for a part of the contracted cost of the Study, in an amount equal to 50% of the cost, not to exceed ten thousand nine hundred sixty-two and 50/100ths dollars ($10,962.50), upon District acceptance of the Study's final report content, which will not be unreasonably withheld. C. City Responsibilities. The City agrees to: 1. Contract for and manage the necessary professional services to support the Study and the completion of tasks and subtasks identified in Section II.A.1. 2. Participate in all meetings associated with the Study. 3. Make available its staff to serve as advisors to the Study team. 4. Provide any/all drafts of the Study report to the District for review and comment, including the final draft of the Study report for District approval. 5. Assume any additional costs required to complete the Study beyond the District contribution described in Section II.13.4., above. D. ELIGIBLE COSTS; COMPENSATION; METHOD OF PAYMENT A. Eligible costs under this Agreement are limited to the cost of the proposal identified in Section II.A.1 ("Eligible Costs"). B. Upon the District's acceptance of the Study final report content, and within 30 days of receipt of an invoice and supporting documentation of Eligible Costs incurred, the District will reimburse the City for its share of costs incurred for the completion of the Study as identified in Section 11.13.4. 0A IV. GENERAL CONDITIONS A. Term of Agreement. This Agreement is effective when fully executed by the parties and expires December 31, 2022. B. Amendments. The terms of this Agreement may be changed only by execution of written amendment(s) signed by duly authorized officers of the parties to this Agreement. C. District Personnel. Kyle Axtell, or such other person as may be designated in writing by the District, will serve as the District's authorized representative and will assume primary responsibility for coordinating all services with the City. D. City Personnel. The City contract manager for purposes of administration of this Agreement is Michael Grochala ("City Contract Manager"), or such other person as may be designated in writing by the City. The City Contract Manager will be responsible for coordinating services under this Agreement. E. Equal Employment Opportunity; Affirmative Action. The City and the District agree to comply with all applicable laws relating to nondiscrimination and affirmative action. In particular, the City and the District agree not to discriminate against any employee, applicant for employment, or participant in this study because of race, color, creed, religion, national origin, sex, marital status, status with regard to public assistance, membership or activity in a local commission, disability, sexual orientation, or age; and further agree to take action to assure that applicants and employees are treated equally with respect to all aspects of employment, including rates of pay, selection for training, and other forms of compensation. F. Independent Relationship. No employee, representative, contractor or consultant of either party to this Agreement acts in any respect as the agent or representative of the other party. G. Liability. The District will have no role in managing the consultant's contract or directing the consultant. Neither party shall be liable for the acts or omissions of the other party or the other party's council or board members, employees or agents, and neither party by this Agreement is agreeing to be responsible for the acts or omissions of the other within the meaning of Minnesota Statutes §471.59, subdivision 1a(a). Nothing in this Agreement shall be deemed to be a waiver or limitation by either party of any applicable immunity, defense or liability limit under any law including, without limitation, Minnesota Statutes, section 3.736 (State Tort Claims) and chapter 466 (Municipal Tort Claims). H. Copyright. No reports or documents produced in whole or in part under this Agreement will be the subject of an application for or assertion of copyright by or on behalf of the City or District. Use of Work Products. The City and District may use and distribute, without restriction, the work products resulting from this Agreement, including but not limited to reports and documents. The City will ensure the consultant's contract stipulates that the raw model products produced by the Study will comply with the District's Hydrologic and Hydraulic Modeling Guidelines, dated February 23, 2022, found at Attachment C to this Agreement for incorporation into the District -wide model, and that the District has a perpetual, cost-free, non-exclusive right to use and distribute those model products. In addition, the City will provide for the consultant's contract to stipulate, and the City agrees, that the District has all ownership rights to any derivative products the District produces therefrom. 3 J. Data Practices. Data provided, produced or obtained under this Agreement shall be administered in accordance with the Minnesota Government Data Practices Act, Minnesota Statutes Chapter 13. K. Termination of Agreement. The City and the District will both have the right to terminate this Agreement at any time and for any reason by submitting written notice of the intention to do so to the other party. If the City terminates without cause before completion of the work, the District will not be responsible for any funding obligation under this Agreement. IN WITNESS WHEREOF, the parties have caused this Agreement to be executed by their duly authorized representatives on the dates set forth below. This Agreement is effective upon final execution by, and delivery to, both parties. Dated: .2022 CITY OF LINO LAKES By: Name: Its: Dated: .2022 RICE CREEK WATERSHED DISTRICT By: Nick Tomczik, Administrator rd Rice Labe Subwatershed Stormwater Retrofit Assessment Prepared for the Rice Creep Watershed District by The Anoka Conservation District With Assistance From: The Metropolitan Landscape Restoration Program December, 2009 (Revised January, 2010) CATCHMENT PROFILE: RL-13 Rice Lake Subwatershed Assessment Catchment Summary Acres 249 Dominant Land Cover Residential, '/4-'/2 acre lots Parcels 455 TSS Ib/ r 39,066 TP Ib/ r 123.8 Volume acre-feet/ r 105.0 Description: RL-13 is located on the south side of Rice Lake. The catchment area contains several developments of single family homes. Stormwater management in the catchment area is comprised of a complex network of catch basins, pipes, ditches and ponds. Retrofit Recommendation: Three retrofit possibilities exist in this area 1. Curb -cut rain gardens: The best option for treating stormwater in the residential neighborhoods is with curb -cut rain gardens. Positioning the rain gardens uphill from the catch basins will capture stormwater runoff before it enters ponds, and may improve the ponds' ability to treat stormwater by increasing the residency time. Rta RL-2 R .3 RL-4 RL-8 RL8 R-T Rice Lake RL� RL-11 RL_12 -_ BIRCH ST I O z N0 RL 13 4 1 A 0 z 2. Shenandoah Park: Treatment of ditch water running through the park can be accomplished by creating a stormwater wetland facility in the unused portion of the park. Flows from the ditch greater than base conditions could be diverted to the facility and treated. In addition, the facility could improve the aesthetics of the park and provide educational opportunities to the public and students at nearby Rice Lake Elementary. See page 37 for more project details. 3. Pond Modifications: Another retrofit opportunity involves modifying the elevations of the inlets/outlets of the ponds in the catchment area to provide additional treatment at a low cost. They could also be assessed for maintenance that could provide additional storage volume. Due to the interconnectivity of the system and the risk of upland flooding, pond modifications should be assessed by an engineer. -38- CATCHMENT PROFILE: RL-13 Rice Lake Subwatershed Assessment PROJECT 1: Rain Gardens Treatment Analysis: The following table summarizes the amount of treatment needed to achieve different levels of phosphorus reduction. Reductions assume that rain gardens are placed in ideal locations to capture the maximum amount of stormwater. 70% TP Reduction 50% TP Reduction 30% TP Reduction 10% TP Reduction TSS Reduction Ib/ r 32,477 26,480 19,508 10,193 TSS Reduction % 83% 68% 50% 26% TP Reduction Ib/ r 86.7 61.9 37.2 12.4 Volume Reduction acre-feet/ r 71.5 53.4 34.1 11.7 Volume Reduction % 68% 51 % 32% 11 % Live Storage Volume cubic feet 30,511 16,734 7,995 2,187 Rain gardens Needed 305 168 80 22 Materials/Labor $1,067,500 $588,000 $280,000 $77,000 Design Finalization $122,610 $67,536 $32,160 $8,844 Promotion & Administration Costs $34,815 $19,745 $10,065 $3,685 Total Project Cost $1,224,925 $675,281 $322,225 $89,529 Cost/lb Phosphorus $14,128 $10,909 $8,622 $7,220 Annual O&M $22,875 $12,600 $6,000 $1,650 Term Cost/lb/yr (10 yr) $1,677 $1,294 $1,027 $855 Model Inputs: Parameter Input Pervious Curve Number 49 Indirectly Connected Impervious Fraction 0.12 Directly Connected Impervious Fraction 0.22 Hydraulic Conductivity 3.39 in/hr -39- CATCHMENT PROFILE: RL-13 Rice Lalze Subwatershed Assessment Site Selection: In order to maximize the treatment potential of each rain garden, properties furthest "downhill" or near a catch basin should be targeted as high priority sites. Properties near the high point in a road or immediately downhill from a catch basin are low priority because they will be less likely to intercept large amounts of stormwater. The following map highlights high and low priority properties. Properties not highlighted can be targeted for rain garden retrofits if additional treatment is desired. Lack of landowner participation and additional site constraints may eliminate some high priority properties, and adjacent upstream properties should be pursued. See appendix A for curb -cut rain garden site considerations and designs. RL12° e �]'n� RL-9 'q 1 HPNRHO r r RLV31 t: h j�raoN �R� � _ _ -• - - w f . Legend s2rl�Ave--" CATCHMENT BOJNCAN •L`,�, w • CATCH BASIN • CUTFALL - STORM $EWER LINE Raingareen Priority High ariority I e, Priority CATCHMENT PROFILE: RL-13 Rice Lalze Subwatershed Assessment PROJECT 2: Shenandoah Park Project Site Summary Dominant Land Cover Residential TSS (lb/yr) (Additional modeling needed) TP (lb/yr) (Additional modeling needed Volume (acre-feet/yr) (Additional modeling needed) Description: The park is located immediately adjacent to a drainage ditch that drains a large area of residential properties to the south. The park is divided into a public space and playground area in its southern half, and what appears to be a drained wetland in its northern half, given the presence of hydric soils (rapid assessment only) and persistent vegetation cues. Retrofit Options: Restoration of the apparently drained 1N�E RL-' % 1 RL-5 RL-2 l RL-3 RL4 RL-8 RL-5 RL-7 Rice Lake R �,lyO RL.10 RL-11 RL-, 2 r' BIRCH ST she, —do � Nark z N� RL-13 0 s wetland can provide several benefits including water quality treatment, rate control, habitat values, potential wetland credit for the city and public educational and aesthetic benefits. We envision a 3-celled wetland complex, hydrologically connected to the ditch via 2 adjustable weirs (customized floatable system) located along the existing ditch channel and with culverts between cells. Recharge of the wetland will be achieved during medium -to -high ditch flow events and evapotranspiration will drive drawdown. A secondary component of the design will include the provision of effective public interfaces that convey information regarding watershed ecology and human's place within it. This will include a circuit pathway, node points for educational interaction and potentially a short section of boardwalk over open water. -41- CATCHMENT PROFILE: RL-13 Rice Lake Subwatershed Assessment Treatment/Cost Analysis: The following table summarizes estimated pollutant load reductions based on the MN Stormwater Manual. Pollutant Removal Potential Est. Cost COST AS DESIGNED $70,000-$80,000 TSS 75% TP/TN 40%/30% METALS 40% BACTERIA 80% HYDROCARBONS 85% -42- CATCHMENT PROFILE: RL-13 Rice Lake Subwatershed Assessment Wit � .. INTERPRETIVE 1 - SUN 4 ' a .fir NATIVE 5ETLdW[} Lek U XTIVE PLANTS �� UPLAND PL AN T3 OPEN 'NXM F; i KU' 'TAEILE n EIEr� C FAH ET 1A N Concept Layout A multiple -celled wetland restoration design that draws and treats residential runoff from neighborhoods to the south. Self- adjusting weir (floats located on wetland side of weir adjust to wetland ponding elevation) are located along the ditch. Culverts will connect the 3 cells together with weirs only being used along ditch. - 43 - 2 0 U U' z w m U) 0 co oo w w F- U) w 00 wsb February 24, 2022 Mr. Michael Grochala Community Development Director City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014-1182 Re: Scope of Work — Shenandoah Park Stormwater Quality BMP Feasibility Study Dear Mr. Grochala: WSB is pleased to provide this scope of work and cost estimate to complete a stormwater quality BMP feasibility study for Shenandoah Park. The goal of the study will be to determine the feasibility of implementing various stormwater improvements to the existing ditch and drained wetland area to 1) improve water quality in downstream Rice Lake, 2) enhance the recreational amenities and educational opportunities within the park and 3) restore and rehabilitate the park vegetation. SCOPE OF WORK Task 1: Conceptual Designs Cost: $4,961 WSB will develop schematics for three conceptual -level design options based on discussions with City staff and using currently available electronic data including storm sewer system GIS information and as-builts, LiDAR contour data, and the previously completed wetland delineation. Each design will also include vegetation rehabilitation concepts. One design will be based on the stormwater wetland concept developed for Shenandoah Park in the 2010 Rice Lake Subwatershed Stormwater Retrofit Assessment (RLSSR Assessment). At least one other design concept will incorporate re -meandering of drainage ditch. Deliverable(s): Conceptual -level GIS figures for three design options. Task 2: Develop H&H Model Cost: $5,582 An XP-SWMM model will be developed for the drainage area upstream of the culvert crossing at Birch Street to estimate the impacts to area flood risk and channel hydraulics of the three conceptual designs developed in Task 1 compared to existing conditions. The XP-SWMM model will be based on currently available electronic information (LiDAR data, storm sewer as-builts, and drainage areas from SWAMP). WSB will coordinate with RCWD to ensure the model can be input into RCWD's District -wide model and complies with RCWD's Hydrologic and Hydraulic Modeling Guidelines (HHMG) dated February 23rd, 2022. This coordination will include "edge - matching" drainage areas to the RCWD URC (Direct Drainage) boundary per the Catchment Boundary instructions in the HHMG. In addition, WSB will perform one field visit to measure existing ditch depth, dimensions and estimate longitudinal slope. Deliverable(s): Existing and proposed XP-SWMM models for three design options. Shapefile(s) with subcatchment boundaries and runoff parameters. GA.Clients All\Lino Lakes\Proposals\Shanendoah Park\Phase 2\Proposa1_ShenandoahBMP_Phase2_022422final.docx Shenandoah Park Stormwater Quality BMP Feasibility Study February 24, 2022 Page 2 Task 3: Develop P8 Models Cost: $3,192 Based on the hydrologic characteristics developed for the XP-SWMM model, P8 models will then be prepared to estimate pollutant removals for each conceptual design option developed in Task 1. As a foundation, a P8 model will be prepared to estimate existing TP and TSS loads using the watershed information in the RLSSR Assessment and the pond drainage and pollutant loading information in the City's SWAMP system. The existing model will then be modified by representing the BMP(s) for each proposed design option to quantify annual removal of TP and TSS. The TP and TSS information generated will be checked against modeling data summarized in the RLSSR Assessment for RCWD subcatchment RL-13. Deliverable(s): Existing and proposed P8 Models for three design options. Task 4: Construction Estimates and Permit Requirements Cost: $3,390 WSB will develop construction cost estimates for each conceptual design option developed in Task 1. Cost estimates will be developed from previous WSB projects and MnDOT unit pricing. Permit requirements will also be identified for each option. WSB will calculate the cost per pound of TP and TSS removed for each of the three options. Deliverable(s): Cost estimate and permitting requirement tables. Task 5: Refine Design and Final Feasibility Report Cost: $4,800 After completion of Tasks 1-3, WSB will meet with City and RCWD staff to review the three design options and select a preferred alternative option. At this meeting, staff will review any possible improvements to the preferred alternative. Based on the outcome of this meeting, the information developed for the preferred alternative in Tasks 1-3 will be further refined and presented in a final feasibility report. Funding opportunities will be identified within the feasibility study. The study will be submitted to the RCWD for review before finalization. WSB will respond to one round of RCWD and City comments. Deliverable(s): Final report. SCHEDULE AND COST The cost to complete Tasks 1-5 is not to exceed $21,925. The anticipated work schedule is assuming a notice to proceed date of March 1st, 2022. Task Scheduled Completion 1 — Conceptual Designs March 21, 2022 2 — Develop XP-SWMM Model April 15, 2022 3 — Develop P8 Models April 30, 2022 4 — Construction Estimates and May 15, 2022 Permit Requirements 5 — Refine Design and Final June 15, 2022 Feasibility Report Thank you for the opportunity to propose on this project. Please do not hesitate to contact me at (612)246-9346 or thavranek(a)wsbeng.com if you have any questions or comments. G:\.Clients All\Lino Lakes\Proposals\Shenendoah Park\Phase 2\Proposal_ShenandoahBMP_Phase2_022422final.docx Shenandoah Park Stormwater Quality BMP Feasibility Study February 24, 2022 Page 3 Sincerely, Tony Havranek Director of Fisheries/Principal GA.Clients All\Lino Lakes\Proposals\Shenendoah Park\Phase 2\Proposal_ShenandoahBMP_Phase2_022422final.docx 61 HOUSTON engineering, inc. Technical Memorandum To: Rice Creek Watershed District Model User From: Bret Zimmerman PE; Houston Engineering, Inc. Through: Chris Otterness PE; Houston Engineering, Inc. CC: Nick Tomczik; Rice Creek Watershed District Administrator Subject: Rice Creek Watershed District — Hydrologic and Hydraulic Modeling Guidelines Date: February 23, 2022 BACKGROUND The Rice Creek Watershed District (District) currently maintains hydrologic and hydraulic models for the watershed through the District Wide Modeling Program (DWMP). These models and products were originally completed in 2011. The initial model development methodology was presented in a 2011 report titled Hydraulic and Hydrologic Modeling Report Rice Creek'. The original 15 models developed in various modeling software including InfoSWMM, Autodesk Storm and Sanitary Analysis (ASSA), and HEC-RAS. The District maintains and updates the models through the DWMP on an annual basis. The main purpose of the annual updates is to incorporate projects that have been implemented within the watershed. Several other updates have been made to the models including software conversions, combining smaller models, methodology updates to conform to industry standards. There are currently a total of 11 hydrologic and hydraulic models that are maintained as part of the DWMP. Table 1 shows the current modeling software and software version for the Rice Creek Models. Table 1: RCWD Models and Modeling Software ACID 10-22-32 ACID 31 ACID 46 ACD 15 JD 4 ACID 25 JD2 (HWC) JD3 (CWC) LRC (Merged) RCD 2345 URC (Direct Drainage) HEC-RAS XPSWMM AutoDesk Storm and Sanitary Analysis AutoDesk Storm and Sanitary Analysis AutoDesk Storm and Sanitary Analysis InfoSWMM XPSWMM XPSWMM XPSWMM XPSWMM InfoSWMM HEC-RAS 2018.1 2020 2020 2020 13.0 Service Pack 1 Update #2 2018.1 2018.1 2018.1 2018.1 13.0 Service Pack 1 Update #2 5.0.6 ' Hydraulic and Hydrologic Modeling Report— Rice Creek; Houston Engineering, Inc.; December 23, 2011 PAGE 1 OF 2 61 HOUSTON engineering, inc. MODELING GUIDELINES The following set of modeling guidelines has been prepared for reference for partners of the District. The guidelines provide a description of some of the methodologies used to develop inputs for the maintained DWMP products. Conforming to the following guidelines will allow RCWD to incorporate relevant third -party changes into the DWMP. VERTICAL DATUM All elevations within the models are in reference to North American Vertical Datum of 1988 (NAVD88). CATCHMENT BOUNDARIES The third -party users shall use the RCWD subcatchments shapefile as an initial starting point. Any subdivision of catchments will edge match to the RCWD subcatchment shapefile at the outer boundary of the study area. Per request, the District can provide the following shapefiles: • Subcatchment boundaries HYDROLOGY The SWMM models were developed using SCS hydrology method further defined below. Time of Concentration Time of Concentrations were estimated using methods described in Chapter 15, Part 630 Hydrology, National Engineering Handbook (NRCS, 2010). Curve Numbers Land use data and soil data were used to develop pervious Curve Number grids, impervious percentage grids, and a composite Curve Number grid. Area -weighted calculations using GIS tools can be performed on the Composite CN grid to develop CN values for each catchment. Per request, the District can provide the following gridded data sets: • Pervious Curve Number • Impervious Percentage • Composite Curve Number RAINFALL DATA NOAA Atlas 14 (Volume 8, NWS; 2013) rainfall depths are used to simulate the 2-year, 10-year, 100-year, and 500-year, 24-hour rainfall events. The rainfall events are simulated with a temporal distribution known as MSE3. In addition to the Atlas 14 rainfall events, a 10-day event is simulated to represent a runoff condition. The 100- year, 10-day runoff event is generated using an SCS Type I distribution with a total runoff depth of 7.2". Models provided to the District shall be run for the 2-, 10-, 100-, and 500-year rainfall events. Per request, RCWD can provide • Atlas 14 Rainfall depths • MSE3 Temporal distribution MODEL GEOMETRY Culverts, channels, and other structures added to the model shall be based on as -built survey data. Points of overflow for 500-year and lower rainfalls shall be discreetly modeled and may be based on LiDAR elevation data. STARTING WATER ELEVATION Starting water elevation in ponds and basins shall be set at the lowest pond outlet elevation, except: • For locations of HSG A or B soil, starting water elevation may be at the bottom of the basin. • Historic water level data may be used to establish the starting water level. PAGE20F2