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2020-01-13 City Council Meeting Packet
AGENDA MAPLEWOOD CITY COUNCIL 7:00 P.M. Monday, January 13, 2020 City Hall, Council Chambers Meeting No. 01-20 A. CALL TO ORDER B. PLEDGE OF ALLEGIANCE C. ROLL CALL D. APPROVAL OF AGENDA E. APPROVAL OF MINUTES 1. December 9, 2019 City Council Workshop Minutes 2. December 9, 2019 City Council Meeting Minutes F. APPOINTMENTS AND PRESENTATIONS 1. Administrative Presentations a. Council Calendar Update 2. Council Presentations 3. Presentation of Citizens Awards — Public Safety Department 4. 2020 City Council Appointments to Boards, Commissions and Miscellaneous Groups G. CONSENT AGENDA — Items on the Consent Agenda are considered routine and non- controversial and are approved by one motion of the council. If a councilmember requests additional information or wants to make a comment regarding an item, the vote should be held until the questions or comments are made then the single vote should be taken. If a councilmember objects to an item it should be removed and acted upon as a separate item. 1. Approval of Claims 2. Resolution Designating Depositories for City Funds 3. Rescind Resolution No. 90-6-99 Interest on Developer Deposits 4. Budget Adjustments and Transfers for 12/31/2019 5. 2020 City Council Meeting Calendar 6. Resolution Appointing Election Judges and Establishing a Ballot Board for the 2020 Presidential Nomination Primary Election 7. Quit Claim Deed for Harvest Park and 1534 County Road C East 8. 2020 SCORE Grant Agreement 9. Pond Clean Out/Dredging Project, City Project 19-27 a. Budget Adjustment b. Joint Powers Agreement with Ramsey Washington Metro Watershed District 10. Resolution to Accept Donation from Schmelz Countryside 11. Resolution to Accept Donation from Cathy Petersen 12. Resolution Approving 2020 Pay Rates for Temporary/Seasonal and Casual Part - Time Employees 13. Resolution Accepting Donation from Sherman & Associates 14. Special Assessment Policy Revisions 15. Purchase of One Street Sweeper H. PUBLIC HEARINGS —If you are here for a Public Hearing please familiarize yourself with the Rules of Civility printed on the back of the agenda. Sign in with the City Clerk before addressing the council. At the podium please state your name and address clearly for the record. All comments/questions shall be posed to the Mayor and Council. The Mayor will then direct staff, as appropriate, to answer questions or respond to comments. None I. UNFINISHED BUSINESS None J. NEW BUSINESS 1. Climate Adaptation Planning Process 2. Resolution Accepting Feasibility Study, Authorizing Preparation of Plans & Specifications, and Calling for a Public Hearing, Dennis -McClelland Area Improvements, City Project 19-10 3. Resolution Accepting Feasibility Study, Authorizing Preparation of Plans & Specifications, and Calling for a Public Hearing, Schaller Area Pavement Rehabilitation, City Project 19-11 4. Resolution Accepting Feasibility Study, Authorizing Preparation of Plans & Specifications, Calling for a Public Hearing, and Utilizing the Services of Bolton and Menk, Inc. to Complete the Final Design, County Road B & Arcade Street Improvements, City Project 19-22 5. 2019-2020 Collective Bargaining Agreement with International Association of Fire Fighters - Fire Officers - Local 4470 K. AWARD OF BIDS None L. ADJOURNMENT Sign language interpreters for hearing impaired persons are available for public hearings upon request. The request for this must be made at least 96 hours in advance. Please call the City Clerk's Office at 651.249.2000 to make arrangements. Assisted Listening Devices are also available. Please check with the City Clerk for availability. RULES OF CIVILITY FOR THE CITY COUNCIL, BOARDS, COMMISSIONS AND OUR COMMUNITY Following are rules of civility the City of Maplewood expects of everyone appearing at Council Meetings - elected officials, staff and citizens. It is hoped that by following these simple rules, everyone's opinions can be heard and understood in a reasonable manner. We appreciate the fact that when appearing at Council meetings, it is understood that everyone will follow these principles: Speak only for yourself, not for other council members or citizens - unless specifically tasked by your colleagues to speak for the group or for citizens in the form of a petition. Show respect during comments and/or discussions, listen actively and do not interrupt or talk amongst each other. Be respectful of the process, keeping order and decorum. Do not be critical of council members, staff or others in public. Be respectful of each other's time keeping remarks brief, to the point and non -repetitive. MINUTES MAPLEWOOD CITY COUNCIL MANAGER WORKSHOP 5:30 P.M. Monday, December 9, 2019 City Hall, Council Chambers A. CALL TO ORDER E1 A meeting of the City Council was held in the City Hall Council Chambers and was called to order at 5:31 p.m. by Mayor Abrams. B. ROLL CALL Marylee Abrams, Mayor Present Kathleen Juenemann, Councilmember Present William Knutson, Councilmember Present Sylvia Neblett, Councilmember Present Bryan Smith, Councilmember Absent C. APPROVAL OF AGENDA Agenda item J2 was moved from the council meeting agenda and was added as agenda item E3 Closed Session Pursuant to Minn. Stat., Section 13D.05, subd. 3(b) for Attorney -Client Privileged Discussion Regarding Pending Litigation, Myth Live II, Inc. v. City Councilmember Knutson moved to approve the agenda as amended. Seconded by Councilmember Neblett Ayes — All The motion passed. D. UNFINISHED BUSINESS None E. NEW BUSINESS 1. ClearGov Financial Transparency Solution Presentation Finance Director Paulseth gave the presentation. 2. Special Assessment Policy Revision Discussion Public Works Director Love gave the presentation. 3. Closed Session Pursuant to Minn. Stat., Section 13D.05, subd. 3(b) for Attorney -Client Privileged Discussion Regarding Pending Litigation, Myth Live II, Inc. v. City Mayor Abrams moved to close the workshop meeting pursuant to Minnesota Statutes Section 13D.05, subd. 3b and go into closed session to discuss pending litigation related to the Myth Live II, Inc. December 9, 2019 City Council Workshop Minutes Packet Page Number 1 of 452 E1 Seconded by Councilmember Neblett Ayes — All The motion passed. Mayor Abrams closed the workshop meeting to go into closed session at 6:03 p.m. Mayor Abrams opened the closed session to resume the workshop meeting at 6:34 p.m. Mayor Abrams gave a brief summary of the closed session. The following were present during the closed session: Mayor Abrams, Councilmember Juenemann, Councilmember Knutson, Councilmember Neblett, City Manager Coleman, Assistant City Manager/HR Director Sable, Public Safety Director Nadeau, City Attorney Batty, and Paul Reuvers, Attorney representing the city. F. ADJOURNMENT Mayor Abrams adjourned the meeting at 6:35 p.m. December 9, 2019 City Council Workshop Minutes Packet Page Number 2 of 452 VI A C a E MINUTES MAPLEWOOD CITY COUNCIL 7:00 P.M. Monday, December 9, 2019 City Hall, Council Chambers Meeting No. 23-19 CALL TO ORDER E2 A meeting of the City Council was held in the City Hall Council Chambers and was called to order at 7:01 p.m. by Mayor Abrams. PLEDGE OF ALLEGIANCE ROLL CALL Marylee Abrams, Mayor Present Kathleen Juenemann, Councilmember Present William Knutson, Councilmember Present Sylvia Neblett, Councilmember Present Bryan Smith, Councilmember Absent APPROVAL OF AGENDA The following items were added under Council Presentations: Recycling Your Holiday Trash & Recycling Carts The following item was moved to the Council Workshop Meeting as agenda item E3: J2 Closed Session Pursuant to Minn. Stat., Section 13D.05, subd. 3(b) for Attorney - Client Privileged Discussion Regarding Pending Litigation, Myth Live II, Inc. v. City Councilmember Neblett moved to approve the agenda as amended. Seconded by Councilmember Knutson Ayes — All The motion passed. APPROVAL OF MINUTES 1. November 25, 2019 City Council Meeting Minutes Councilmember Knutson moved to approve the November 25, 2019 City Council Meeting Minutes as submitted. Seconded by Councilmember Juenemann Ayes — Mayor Abrams, Councilmember Juenemann, Councilmember Knutson Abstain — Councilmember Neblett The motion passed. December 9, 2019 1 City Council Meeting Minutes Packet Page Number 3 of 452 E2 F. APPOINTMENTS AND PRESENTATIONS 1. Administrative Presentations a. Council Calendar Update City Manager Coleman gave an update to the council calendar; reviewed other topics of concern or interest requested by councilmembers; and gave an overview of upcoming events in the community. 2. Council Presentations Recycling Your Holiday Councilmember Juenemann reported on holiday lights and extension cord drop off at City Hall. Trash & Recycling Carts Councilmember Juenemann reminded residents to not put their trash and recycling carts in the road. 3. Presentation on Partnership between Maplewood Public Safety and U.S. Virgin Islands Public Safety City Manager Coleman introduced the presentation. Public Safety Director Nadeau gave the presentation. G. CONSENT AGENDA — Items on the Consent Agenda are considered routine and non- controversial and are approved by one motion of the council. If a councilmember requests additional information or wants to make a comment regarding an item, the vote should be held until the questions or comments are made then the single vote should be taken. If a councilmember objects to an item it should be removed and acted upon as a separate item. Agenda items G5, G6 and G14 were highlighted. Councilmember Neblett moved to aaarove aaenda items G1 -G14 Seconded by Councilmember Juenemann Ayes — All The motion passed. 1. Approval of Claims Councilmember Neblett moved to approve the approval of claims. ACCOUNTS PAYABLE: $ 1,143,722.42 Checks #104652 thru #104695 dated 11/26/19 December 9, 2019 2 City Council Meeting Minutes Packet Page Number 4 of 452 E2 $ 473,991.95 Disbursements via debits to checking account dated 11/18/19 thru 11/22/19 $ 80,032.94 Checks # 104696 thru #104733 dated 12/03/19 $ 583,118.50 Disbursements via debits to checking account dated 11/25/19 thru 11/29/19 $ 2,280,865.81 Total Accounts Payable PAYROLL $ 600,706.24 Payroll Checks and Direct Deposits dated 11/29/19 Payroll Deduction check # 99104003 thru # $ 1,214.24 99104004 dated 11/29/19 $ 601,920.48 Total Payroll $ 2,882,786.29 GRAND TOTAL Seconded by Councilmember Juenemann Ayes — All The motion passed. 2. Comprehensive Fee Schedule for 2020 Ordinance a. Ordinance Establishing 2020 Comprehensive Fee Schedule b. Resolution Authorizing Publication By Title and Summary (4 votes) Councilmember Neblett moved to approve the ordinance establishing a comprehensive fee schedule for 2020. Ordinance 1008 AN ORDINANCE ESTABLISHING A COMPREHENSIVE FEE SCHEDULE FOR 2020 Section I. The Maplewood City Council adopts the following schedule to the Maplewood Code of Ordinances: Section II. The fees established in this ordinance supersede all fees established by ordinance, resolution, or policy prior to this ordinance. Section III. Any unpaid fees or charges constitute a service charge the City may collect pursuant to its authority under Minnesota Statutes, Sections 415.01, Subdivision 1 and Minnesota Statutes 366.012 by certifying the unpaid amount to the County Auditor for collection together with the property taxes imposed on the affected property or on any other property the person may own in the State. Section IV. This ordinance shall be effective January 1, 2020. December 9, 2019 3 City Council Meeting Minutes Packet Page Number 5 of 452 E2 Adopted on this 91" day of December, 2019. City Clerk City of Maplewood - 2020 Fee Schedule December 9, 2019 4 City Council Meeting Minutes Packet Page Number 6 of 452 Dangerous Dog $150.00 Potentially Dangerous Dog $100.00 Appeal Request $100.00 Tag $3.00 Sign $7.00 Dog Permit (2yr permit) Removed Poultry Permit (2yr permit) Initial Application $75.00 Renewal $50.00 Goat Permit Temporary Keeping of Goats Permit $75.00 Renewal $75.00 Small Kennel License Removed IIII `` Alarm System Permit Removed Home Occupation License Initial Application Set by CD Renewal $63.00 Recreational Vehicle Permit $15.00 Off -Sale Licenses 3.2% Malt Liquor $350.00 Intoxicating Liquor $200.00 On -Sale Licenses 3.2% Malt Liquor $500.00 Wine $2,000.00 Club -Under 200 Members $300.00 -Between 201 and 500 members $500.00 -Between 501 and 1,000 members $650.00 -Between 1,001 and 2,000 members $800.00 -Between 2,001 and 4,000 members $1,000.00 -Between 4,001 and 6,000 members $2,000.00 -Over 6,000 members $3,000.00 Intoxicating Liquor -Class A $7,000.00 -Class B $8,500.00 December 9, 2019 4 City Council Meeting Minutes Packet Page Number 6 of 452 E2 -Class C $11,000.00 -Class E $4,667.00 2AM -Up to $100,000 in on sale gross receipts for alcoholic beverages $300.00 -Over $100,000, but not over $500,000 in on sale gross receipts for alcoholic beverages $750.00 -Over $500,000 in on sale gross receipts for alcoholic beverages $1,000.00 -3.2% On Sale Malt Liquor licensees or Set Up license holders $200.00 -Did not sell alcoholic beverages for a full 12 months prior to this application Sunday Sales Patio Im. ma. o._, f $200.00 $200.00 $200.00 Alarm System Permit - Business $57.00 Amusement Park License $388.00 Automobile & Trailer Rental License 1st Five Rental $46.00 Each Additional Rental $13.00 Body Art Establishment License $309.00 Business Registration $40.00 Catering Food Vehicle 1st Vehicle $129.00 Each Additional Vehicle $89.00 Fleet (6+ Vehicles) $347.00 Cigarette and Tobacco License $250.00 Commercial Kennel License $85.00 Courtesy Bench License 1st Bench $69.00 Each Additional Bench $41.00 Currency Exchange Review $356.00 Food Establishment License Full Service $673.00 Seasonal (6mo or less) $337.00 Special Food Handling $103.00 Mobile Food Unit Mobile Food Unit - PHF (Potentially Hazardous Food) - 1st Vehicle $181.00 - Each Additional Vehicle $89.00 - Fleet (6+ Vehicles) $520.00 Mobile Food Unit - NPF (Non Perishable Food) - 1st Vehicle $76.00 - Each Additional Vehicle $46.00 - Fleet (6+ Vehicles) $176.00 December 9, 2019 City Council Meeting Minutes Packet Page Number 7 of 452 E2 Gasoline Station License 1st Pum $183.00 Each Additional Pump $15.00 Lodging Establishments License 1 - 15 Units $124.00 16 - 35 Units $169.00 36 - 100 Units $311.00 Over 100 Units $356.00 Motor Vehicle Repair License _ $162.00 Pawn Shop License $10,218.00 Massage Center $259.00 Therapist $224.00 New Center Package (Center License, Therapist License (up to 2) and $724.00 Background Investi ations) Public Pool License Hot Tubs $118.00 Indoor Swimming Pool $118.00 Outdoor Swimming Pool $118.00 Combination $162.00 Secondhand Dealer License $367.00 Solid Waste Collection License $250.00 Used Car Dealer License $333.00 Annual License/Permit/Registration - Late Fee $25.00 or 10%, whichever is greater Amusement Permit (Carnival /Carnival Rides/Circus) $381.00 Christmas Tree Lot Permit $231.00 Fireworks - Pyrotechnic Display Permit $250.00 Fireworks - Retail Sales Permit Exclusive Firework sales $350.00 Firework sales with other merchandise $100.00 Food Service Permit Per Day (received 7 days or more prior to event) $55.00 Per Da received 2-6 days prior to event $80.00 Flea Market Season $336.00 Large Assembly Permit _ 500 to 1,000 Participants $258.00 1,001 to 2,500 Participants $515.00 December 9, 2019 City Council Meeting Minutes Packet Page Number 8 of 452 E2 2,501 to 3,500 Participants $773.00 3,501 and over Participants $1,030.00 Local Lawful Gambling $58.00 MCC On -Sale Liquor Catering Maplewood Providers $50.00 Non Maplewood Providers $100.00 Noise Control Waiver Permit $15.00 On -Sale 3.2 Beer License $55.00 On -Sale Intoxicating Liquor License $204.00 One -Time Event Permit $225.00 Special Event Permit $103.00 Tent Permit $52.00 Transient Sales Permit Up to 5 Days $27.00 6+ Days $106.00 • • Liquor $500.00 Body Art Establishment $250.00 Cigarette & Tobacco Sales $135.00 Lawful Gambling $250.00 Personal Services $135.00 Secondhand Dealer $135.00 Pawn Shop . -•- PASSPORTS Photos Photos $500.00 $10.00 Acceptance Fee ELECTIONS Filing Fee $35.00 $5.00 Precinct Boundaries and Polling Locations Map 11" x 17" $3.00 City Map with Street Index 11" X 17" $3.00 December 9, 2019 City Council Meeting Minutes Packet Page Number 9 of 452 E2 Citv Map with Street Index 24" x 36" $5.00 Data Subjects Paper or Electronic No fee if it takes less than 15 minutes of staff time to make copies; otherwise (1) actual employee time to make copies; (2) $0.08 per page, black and white single sided; (3) $0.89 per page, color copy single sided; (4) CD/DVD $0.50; (5) standard USPS mailing fee Members of the Public Paper copies No fee if 30 or fewer pages requested; otherwise $0.25 per page, black and white single sided if under 100 pages; If more than 100 pages the following fees may apply: (1) actual employee time to search and retrieve and make copies if it takes more than 15 minutes of staff time plus the cost of materials ($0.08 per page, black and white single sided; $0.89 per page, color copy single sided) and standard USPS mailing fee Electronic copies Actual employee time to search and retrieve and make electronic copies if it takes more than 15 minutes of staff time. If the request includes making copies on a media the following additional fees apply: CD/DVD $0.50 and standard USPS mailing fee City Maps City map with street index 11"x17" $3.00 City map with street index 24"x36" $5.00 Seconded by Councilmember Juenemann Ayes — All The motion passed. Councilmember Neblett moved to approve the resolution authorizing publication of ordinance by title and summary. Resolution 19-12-1758 COMPREHENSIVE FEE SCHEDULE FOR 2020 SUMMARY AUTHORIZING PUBLICATION OF ORDINANCE NO.1008 BY TITLE AND SUMMARY WHEREAS, the City of Maplewood (the "City") is a municipal corporation organized and existing under the laws of Minnesota; and WHEREAS, the City Council of the City of Maplewood has adopted Ordinance No. 1008, which creates city code to allow for a fee schedule; and WHEREAS, Minnesota Statutes, § 412.191, Subdivision 4, allows publication by title and summary in the case of lengthy ordinances or those containing charts or maps; and WHEREAS, the ordinance is 14 pages in length; and WHEREAS, the City Council believes that the following summary would clearly inform the public of the intent and effect of the ordinances. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Maplewood December 9, 2019 8 City Council Meeting Minutes Packet Page Number 10 of 452 E2 that the City Clerk shall cause the following summary of Ordinance No. 1008 to be published in the official newspaper in lieu of the entire ordinance: PUBLIC NOTICE The City Council of the City of Maplewood has adopted Ordinance No. 1008, which creates an ordinance to allow for a fee schedule. A summary of the ordinance follows: Ordinance No. 1008 An Ordinance Establishing a Comprehensive Fee Schedule for 2020 1. City Clerk Fees 2. Communications Fees 3. Community Development Fees 4. Finance Fees 5. Parks and Recreation Fees 6. Public Safety Fees 7. Public Works Fees The ordinance shall be effective on January 1, 2020. A full copy of the ordinance is available in the office of the city clerk. Adopted by the Maplewood City Council this 91" day of December, 2019. Seconded by Councilmember Juenemann Ayes — All The motion passed. 3. Conditional Use Permit Review, Beyond Storage, 1315 Cope Avenue Councilmember Neblett moved to approve the CUP review for Beyond Self Storage and review again only if a problem arises or a major change is proposed. Seconded by Councilmember Juenemann Ayes — All The motion passed. 4. Conditional Use Permit Review, Family Auto Sales, 1065 Highway 36 Councilmember Neblett moved to approve the CUP review for Family Auto Sales and review again in one year. Seconded by Councilmember Juenemann Ayes — All The motion passed. 5. Resolution Accepting Donation from Warner Nature Center Councilmember Neblett moved to approve the resolution accepting the donation from Warner Nature Center of Environmental Curriculum materials. Resolution 19-12-1759 December 9, 2019 9 City Council Meeting Minutes Packet Page Number 11 of 452 E2 ACCEPTANCE OF DONATION WHEREAS the City of Maplewood and the Parks and Recreation Department has received a donation of Environmental props and materials from Warner Nature Center valued at approximately $500, NOW, THEREFORE, BE IT RESOLVED that the Maplewood City Council authorizes the City of Maplewood, Parks and Recreation Department to accept this donation. Seconded by Councilmember Juenemann Ayes — All The motion passed. 6. Resolution Accepting Donation from Linda Hokenson Councilmember Neblett moved to approve the resolution accepting the donation made by Linda Hokenson. Resolution 19-12-1760 EXPRESSING ACCEPTANCE OF AND APPRECIATION OF A DONATION TO THE MAPLEWOOD FIRE DEPARTMENT WHEREAS, Linda Hokenson, has presented to the Maplewood Fire Department a donation in the amount of $200.00; and WHEREAS, this donation is intended for the purpose of our Community Risk Reduction Programs; and WHEREAS, the Maplewood City Council is appreciative of the donation and commends Linda Hokenson, NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Maplewood, Minnesota, that: 1. The donation is accepted and acknowledged with gratitude; and 2. The donation will be appropriated for the Fire Department as designated; and 3. The appropriate budget adjustments be made. Seconded by Councilmember Juenemann Ayes — All The motion passed. 7. Virtual Server & Storage Infrastructure Payment Councilmember Neblett moved to approve the payment for virtual server & storage infrastructure. Seconded by Councilmember Juenemann Ayes — All December 9, 2019 10 City Council Meeting Minutes Packet Page Number 12 of 452 E2 The motion passed. 8. Resolution for 2020 Annual Liquor License Renewals Councilmember Neblett moved to approve the resolution for 2020 annual liquor license renewals for Off -Sale, On -Sale and Wine. Resolution 19-12-1761 2020 LIQUOR LICENSE RENEWALS RESOLVED BY THE CITY COUNCIL OF THE CITY OF MAPLEWOOD, RAMSEY COUNTY, MINNESOTA, that the following Off -Sale, On -Sale and Wine Liquor licenses, having been previously duly issued by this Council, are hereby approved for renewal for one year, effective January 1, 2020, with approvals granted herein subject to satisfactory receipt of renewal documentation with fees submitted: OFF -SALE 3.2 BEER LICENSES CUB FOODS #30244 100 COUNTY ROAD B WEST CUB FOODS #31264 2390 WHITE BEAR AVENUE NORTH HOLIDAY STATIONSTORE #480 1535 BEAM AVENUE NORTH SPEEDWAY #4022 1750 WHITE BEAR AVENUE NORTH SPEEDWAY #4089 11 CENTURY AVENUE SOUTH OFF -SALE INTOXICATING LIQUOR LICENSES 61 LIQUORS 2700 MAPLEWOOD DRIVE NORTH BIG DISCOUNT LIQUOR 2515 WHITE BEAR AVENUE NORTH COSTCO WHOLESALE #1021 1431 BEAM AVENUE EAST CUB DISCOUNT LIQUOR 100 COUNTY ROAD B WEST HERITAGE LIQUOR LLC 1347 FROST AVENUE EAST HILLSIDE LIQUOR 1690 MCKNIGHT ROAD NORTH, SUITE B MAPLEWOOD LIQUOR 2950 WHITE BEAR AVENUE NORTH, SUITE 2 ON -SALE 3.2 BEER LICENSES BAMBU ASIAN CUISINE 1715 BEAM AVE EAST, SUITE A MAPLEWOOD LIQUOR N TOBACCO 2728 STILLWATER ROAD EAST MAPLEWOOD WINE CELLAR 1281 FROST AVENUE EAST MERWIN LIQUORS 1700 RICE STREET NORTH PARTY TIME LIQUOR 1835 LARPENTEUR AVENUE EAST SARRACK'S INTL. WINE & SPIRITS 2305 STILLWATER ROAD EAST WHITE BEAR LIQUOR 2227 WHITE BEAR AVENUE NORTH TASTE OF INDIA 1745 COPE AVENUE EAST December 9, 2019 11 City Council Meeting Minutes Packet Page Number 13 of 452 CHIPOTLE MEXICAN GRILL #1438 3095 WHITE BEAR AVENUE NORTH GROCERIES & NEPALI KITCHEN 1700 RICE STREET NORTH, SUITE J E2 TONO PIZZERIA + CHEESESTEAKS 3088 WHITE BEAR AVENUE NORTH, SUITE B ON -SALE INTOXICATING LIQUOR LICENSES 5-8 TAVERN & GRILL 2289 MINNEHAHA AVENUE EAST ACAPULCO MEXICAN RESTAURANT 3069 WHITE BEAR AVENUE NORTH ARAMARK 2350 MINNEHAHA AVENUE EAST, BLDG 278 BLEECHERS BAR & GRILL 2220 WHITE BEAR AVENUE NORTH BUFFALO WILD WINGS #118 3085 WHITE BEAR AVENUE NORTH CHILI'S GRILL & BAR #224 1800 BEAM AVENUE EAST CHIPOTLE MEXICAN GRILL #224 2303 WHITE BEAR AVENUE NORTH CROOKED PINT ALE HOUSE 1734 ADOLPHUS STREET NORTH GOODRICH GOLF COURSE 1820 NORTH VAN DYKE NORTH GULDENS ROADHOUSE 2999 MAPLEWOOD DRIVE NORTH JAKE'S CITY GRILLE 1745 BEAM AVENUE EAST JUICY SHRIMP SHACK 1900 COUNTY ROAD D EAST, SUITE 135 ON -SALE WINE/STRONG BEER LICENSES BAMBU ASIAN CUISINE 1715 BEAM AVENUE EAST, SUITE A GROCERIES & NEPALI KITCHEN 1700 RICE STREET NORTH, SUITE J Seconded by Councilmember Juenemann The motion passed. KELLER GOLF COURSE 2166 MAPLEWOOD DRIVE NORTH MCCARRON'S PUB AND GRILL 1986 RICE STREET NORTH OLIVE GARDEN ITALIAN RESTAURANT #1200 1749 BEAM AVENUE EAST OSAKA SUSHI & HIBACHI 1900 COUNTY ROAD D EAST, SUITE 140 OUTBACK STEAKHOUSE #2412 1770 BEAM AVENUE EAST Q BAR & LOUNGE 3001 WHITE BEAR AVENUE NORTH, SPACE 27 RED LOBSTER RESTAURANT #0283 2925 WHITE BEAR AVENUE NORTH T. G. 1. FRIDAY'S #0472 3087 WHITE BEAR AVENUE NORTH THE DOG HOUSE BAR & GRILL 2029 WOODLYNN AVENUE EAST THE PONDS AT BATTLE CREEK 601 CENTURY AVENUE SOUTH TOKYO SUSHI -ALL YOU CAN EAT 1935 BEAM AVENUE EAST, SUITE 1 UNISON RESTAURANT & BANQUET 1800 WHITE BEAR AVENUE NORTH, SUITE A & B TASTE OF INDIA 1745 COPE AVENUE EAST TOMO PIZZERIA + CHEESESTEAKS 3088 WHITE BEAR AVENUE NORTH, SUITE B Ayes — All 9. Programmatic Agreement, Gold Line Bus Rapid Transit Project, City Project 14-05 December 9, 2019 City Council Meeting Minutes Packet Page Number 14 of 452 12 E2 Councilmember Neblett moved to approve the Mayor and City Manager to sign the PA, as a consulting party, with the Federal transit Administration and the Minnesota State Historical Preservation Office for the Gold Line Bus Rapid Transit Project, City Project 14-05. Minor changes to the agreement are authorized as approved by the City Attorney. Seconded by Councilmember Juenemann Ayes — All The motion passed. 10. 2019 - 2020 School Resource Officer Agreement with Independent School District 622 Councilmember Neblett moved to approve the 2019 — 2020 School Resource Officer Agreement with Independent School District 622. Seconded by Councilmember Juenemann Ayes — All The motion passed. 11. Resolution Disbanding the Police Advisory Commission Councilmember Neblett moved to approve the resolution disbanding the Police Advisory Commission. Resolution 19-12-1762 DISBANDING POLICE ADVISORY COMMISSION WHEREAS, on May 22, 2017, the Maplewood City Council adopted Resolution No. 17-05-1463, a resolution establishing a police advisory commissioner (the "PAC"); and WHEREAS, the purposes of the PAC included growing police -community partnerships, strengthening trust and legitimacy; deepening understanding of the complexities of modern policing and police procedures and seeking solutions for any disparate outcomes that may be identified through analysis; and WHEREAS, since its establishment, the PAC has met with representatives of the city's police department and has played a valuable role in achieving the goals prescribed by the city council; and WHEREAS, the city council expresses its sincere appreciation for the hard work, diligence and open and honest communications by the members of the PAC and city representatives; and WHEREAS, the city council believes that the PAC has served its purpose and that there is no longer a need for its continued existence. NOW, THEREFORE, BE IT RESOLVED by the city council of the city of Maplewood as follows: December 9, 2019 13 City Council Meeting Minutes Packet Page Number 15 of 452 E2 The PAC is disbanded effective December 31, 2019. 2. City staff are directed to handle and preserve the records of the PAC in accordance with the Minnesota Government Data Practices Act and the city's record retention schedule. Adopted by the Maplewood city council this 9th day of December, 2019. Seconded by Councilmember Juenemann Ayes — All The motion passed. 12. Establish Project Budget for Pond Clean Out/Dredging Project, City Project 19-27 Councilmember Neblett moved to approve the project budget of $100,000 for a Pond Clean Out/Dredging Project, City Project 19-27. Seconded by Councilmember Juenemann Ayes — All The motion passed. 13. Consulting Agreement with Rehder Forestry Consulting, LLC for Forestry Services Councilmember Neblett moved to approve to enter into a consulting agreement with Rehder Forestry Consulting for forestry services and to direct the Mayor and City Manager to enter into a contract with Rehder Forestry Consulting not to exceed $15,235. Seconded by Councilmember Juenemann Ayes — All The motion passed. 14. Resolution Accepting Donation from Kat Corrigan Councilmember Neblett moved to approve the resolution accepting a donation in the amount of $30.00 from Kat Corrigan. Resolution 19-12-1763 ACCEPTANCE OF DONATION WHEREAS the City of Maplewood and the Parks and Recreation Department has received a donation of $30.00 from Kat Corrigan; NOW, THEREFORE, BE IT RESOLVED that the Maplewood City Council authorizes the City of Maplewood, Parks and Recreation Department to accept this donation. Seconded by Councilmember Juenemann Ayes — All The motion passed. December 9, 2019 14 City Council Meeting Minutes Packet Page Number 16 of 452 E2 H. PUBLIC HEARINGS —If you are here for a Public Hearing please familiarize yourself with the Rules of Civility printed on the back of the agenda. Sign in with the City Clerk before addressing the council. At the podium please state your name and address clearly for the record. All comments/questions shall be posed to the Mayor and Council. The Mayor will then direct staff, as appropriate, to answer questions or respond to comments. Truth in Taxation and CIP Public Hearing a. Public Hearing b. Resolution Certifying Property Taxes Payable in 2020 c. Resolution Adopting the Budget and Financial Policies for 2020 and the Capital Improvement Plan for 2020-2024 Finance Director Paulseth gave the presentation. Mayor Abrams opened the public hearing. The following person spoke: 1. Kevin Berglund, Maplewood Resident Mayor Abrams closed the public hearing. Councilmember Neblett moved to approve the resolution certifying property taxes Payable in 2020. Resolution 19-12-1764 CERTIFYING PROPERTY TAXES PAYABLE IN 2020 BE IT RESOLVED by the City Council of the City of Maplewood, Minnesota that: The following amounts be levied for property taxes payable in 2020, upon the net tax capacity in the City of Maplewood, for the following purposes: GENERAL FUND $17,481,000 DEBT SERVICE FUNDS 4,407,856 CAPITAL IMPROVEMENT FUND 200,000 BUILDING FUND 200,000 PUBLIC SAFETY EQUIPMENT FUND 330,000 COMMUNITY CENTER FUND 204,000 MAPLEWOOD AREA EDA 120,000 TOTAL NET TAX CAPACITY LEVY $22,942,856 BE IT FURTHER RESOLVED that a market value based referendum levy for property taxes payable in 2020 be levied for the following purpose: 2013B FIRE SAFETY REFUNDING BONDS $274,444 TOTAL MARKET VALUE BASED LEVY $274,444 BE IT FURTHER RESOLVED that the total certified City of Maplewood levy is: TOTAL CERTIFIED LEVY 1 $23,217,300 December 9, 2019 15 City Council Meeting Minutes Packet Page Number 17 of 452 E2 BE IT FURTHER RESOLVED that the scheduled debt service levies have been adjusted as shown below for a total debt service levy of $4,682,300. $5,537,656.31 -$855,356.31 $4,682,300.00 ------------------------------------ ------------------------------------ Seconded by Councilmember Knutson Ayes — All The motion passed. Councilmember Juenemann moved to approve the resolution adopting the budget and financial policies for 2020, and the capital improvement plan for 2020-2024. Resolution 19-12-1765 ADOPTING THE BUDGET AND FINANCIAL POLICIES FOR 2020 AND THE CAPITAL IMPROVEMENT PLAN FOR 2020-2024 BE IT RESOLVED by the City Council of the City of Maplewood, Minnesota that a budget for 2020 is hereby adopted as summarized below: Revenues: Fund General 2019 Original BudgetBudget $ 20,012,640 2020 $ 22,526,390 $ 2,513,750 ADDITIONS OR CERTIFIED 1,650,000 ORIGINAL DATE PAYABLE 2020 REDUCTIONS BY DEBT BOND ISSUES ----------------------- PRINCIPAL ------------------------ ISSUED DEBT LEVY -------------- RESOLUTION -------------- LEVY ----------- ----------------------- GO IMP 2007B ------------------------ 5,090,000 15 -Oct -07 -------------- $ 333,081.07 -------------- -333,081.07 ----------- $ - GO IMP REFUNDING 2009A 4,680,000 1 -Apr -09 186,541.30 -186,541.30 0.00 GO IMP 2011A 10,000,000 1 -Jun -11 418,434.89 -139,399.89 279,035.00 GO 2012A 5,780,000 1 -Jul -12 445,701.28 -355,701.28 90,000.00 GO 2013A refunding 6,180,000 1 -Jun -13 441,215.29 -0.29 441,215.00 GO 2013B refunding 3,700,000 18 -Dec -13 222,911.25 49,999.75 272,911.00 GO 2014A 7,745,000 1 -Aug -14 521,505.76 0.24 521,506.00 GO Imp 2015A refunding 3,790,000 1 -Jan -15 402,147.50 0.50 402,148.00 GO 2015B 1,215,000 8 -Jul -15 118,020.00 -108,222.00 9,798.00 GO 2015C refunding 7,990,000 8 -Jul -15 478,426.23 -0.23 478,426.00 GO 2016A 3,765,000 8 -Sep -16 288,253.68 0.32 288,254.00 GO 2016B refunding 5,775,000 8 -Sep -16 566,165.00 -203,726.00 362,439.00 GO Imp Refunding 2017B 3,145,000 11 -May -17 549,020.73 0.27 549,021.00 GO 2017A 3,850,000 11 -May -17 114,516.56 155,000.44 269,517.00 GO 2018A 6,940,000 14 -Jun -18 292,726.70 171,000.30 463,727.00 GO 2019A 4,475,000 18 -Jul -19 158,989.07 95,313.93 254,303.00 $5,537,656.31 -$855,356.31 $4,682,300.00 ------------------------------------ ------------------------------------ Seconded by Councilmember Knutson Ayes — All The motion passed. Councilmember Juenemann moved to approve the resolution adopting the budget and financial policies for 2020, and the capital improvement plan for 2020-2024. Resolution 19-12-1765 ADOPTING THE BUDGET AND FINANCIAL POLICIES FOR 2020 AND THE CAPITAL IMPROVEMENT PLAN FOR 2020-2024 BE IT RESOLVED by the City Council of the City of Maplewood, Minnesota that a budget for 2020 is hereby adopted as summarized below: Revenues: Fund General 2019 Original BudgetBudget $ 20,012,640 2020 $ 22,526,390 $ 2,513,750 12.56% Special Revenue 1,650,000 909,500 740,500 -44.88% Debt Service 7,327,560 7,208,930 118,630 -1.62% Capital Projects 7,841,868 8,312,613 470,745 6.00% Enterprise 13,236,500 13,355,000 118,500 0.90% Internal Service 10,082,935 11,461,630 1,378,695 13.67% TOTAL $ 60,151,503 $ 63,774,063 $ 3,622,560 6.02% December 9, 2019 16 City Council Meeting Minutes Packet Page Number 18 of 452 E2 Expenditures: Fund General 2019 Original BudgetBudget $ 21,173,010 2020 $ 23,316,390 $ 2,143,380 10.12% Special Revenue 3,715,090 822,340 2,892,750 -77.86% Debt Service 10,287,990 8,313,793 1,974,197 -19.19% Capital Projects 13,035,280 18,661,720 5,626,440 43.16% Enterprise 11,270,490 11,450,867 180,377 1.60% Internal Service 9,943,630 10,734,330 790,700 7.95% TOTAL $ 69,425,490 $ 73,299,440 $ 3,873,950 5.58% Other Financing Sources/Uses (Net): Fund General 2019 Original BudgetBudget $ 1,360,370 2020 $ 1,240,000 $ 120,370 -8.85% Special Revenue 1,964,000 364,000 1,600,000 -81.47% Debt Service 1,138,371 975,979 162,392 -14.27% Capital Projects 6,337,584 9,938,292 3,600,708 56.82% Enterprise 1,732,035 1,140,546 591,489 N/A Internal Service - 400,000 400,000 N/A TOTAL $ 9,068,290 $ 10,977,725 1 $ 1,909,435 1 21.06% BE IT FURTHER RESOLVED that the 2020-2024 Capital Improvement Plan, with projects totaling $70,261,821, is hereby adopted. BE IT FURTHER RESOLVED that the 2020 Financial Management Policies, as included in the budget document and attached below, will supersede all existing policies and are hereby adopted. BE IT FURTHER RESOLVED that budgets for public improvements will be amended when the Council approves the project and establishes the budget for the project. BE IT FURTHER RESOLVED that the budgets for Governmental Funds are adopted for financial reporting and management control and the budgets for all other funds are adopted for management purposes only. BE IT FURTHER RESOLVED that the transfer of appropriations among the various accounts within a fund shall only require the approval of the City Manager or designee. However, City Council approval is required for transfers between funds and from contingency accounts. BE IT FURTHER RESOLVED that all appropriations which are not encumbered or expended at the end of the fiscal year shall lapse and shall become part of the unencumbered fund balance which may be appropriated for the next fiscal year, except appropriations for capital improvement projects which will not lapse until the project is completed or canceled by the City Council. Seconded by Councilmember Neblett Ayes — All The motion passed. December 9, 2019 17 City Council Meeting Minutes Packet Page Number 19 of 452 E2 UNFINISHED BUSINESS None J. NEW BUSINESS Administrative Hearing — Myth Live II, Inc. 2020 Liquor License Renewal City Clerk Sindt gave the staff report. William Skolnick, Myth attorney addressed the council to give information. Councilmember Neblett moved to approve the resolution for the 2020 liquor license renewal for Mvth Live II. Inc. at 3090 Southlawn Drive N. Resolution 19-12-1766 APPROVING 2020 LIQUOR LICENSE RENEWAL FOR MYTH LIVE II, INC. WHEREAS, Myth Live II, Inc. (the "Licensee") holds an on -sale intoxicating liquor license (the "License") from the city of Maplewood (the "City") for its facility at 3090 Southlawn Drive North (the "Property"); and WHEREAS, the License expires on December 31, 2019 and must be renewed for 2020 in order for the Licensee to continue to serve intoxicating liquor thereafter; and WHEREAS, on November 12, 2019, the City adopted ordinance no. 1007 amending city code section 6-130 regarding the imposition of reasonable conditions on liquor licenses; and WHEREAS, the Property has been the subject of numerous police calls for service over the years, including at least 174 between June 11, 2017 and December 1, 2019, as evidenced by the police incident report attached hereto as Exhibit A; and WHEREAS, on March 29, 2019, there were five calls for service involving the Property which required public safety responses, including a shooting in a parking lot adjacent to the Property which is under contract by the Licensee for use in connection with events at the Property; and WHEREAS, the incident on March 29, 2019 required a response not only from the Maplewood police department but also involved assistance from the Ramsey County sheriff, White Bear Lake police department, New Brighton police department, North St. Paul police department and the Minnesota State Patrol; and WHEREAS, incidents such as the one on March 29, 2019 pose a serious threat to public safety by endangering patrons and employees of the Licensee as well as others living, working or visiting the area; and WHEREAS, incidents requiring substantial police involvement limit the City's ability to provide adequate services elsewhere in the community, thus potentially endangering persons having no connection with the Licensee; and December 9, 2019 18 City Council Meeting Minutes Packet Page Number 20 of 452 E2 WHEREAS, the City and the Licensee worked thereafter to craft conditions on the License designed to enhance security at the Property and to minimize the number and seriousness of incidents requiring police response; and WHEREAS, on June 10, 2019, the city council, after allowing the Licensee's representatives an opportunity to address the council, adopted an Operational Action Plan which included conditions designed to enhance public safety and security at the Property; and WHEREAS, since adoption of the Operational Action Plan, the number of incidents involving the Property requiring police response has been reduced; and WHEREAS, the City attributes the reduction in incidents at the Property since June 10, 2019, at least in part, to implementation of the Operational Action Plan; and WHEREAS, the City wishes to see a further decline in public safety incidents at the Property and believes the continued application of conditions on the License is of vital importance in achieving that goal; and WHEREAS, on August 29, 2019 the City received a report of criminal sexual conduct which had occurred at the Property on July 30, 2019 but the police department was unable to conduct a thorough investigation of the incident because the Licensee only retains security camera video for seven days; and WHEREAS, the City is only willing to renew the License with certain conditions intended to enhance public safety for patrons, employees and others at or near the Property. NOW, THEREFORE, BE IT RESOLVED by the city council of the city of Maplewood that pursuant to Minnesota Statutes, section 340A.415 and Maplewood city code section 6- 130 the Licensee's on -sale intoxicating liquor License be renewed for 2020, subject to receipt of satisfactory renewal documentation and fees and subject to the following conditions: Use a form for each upcoming event which includes background research, information, and identification of any anticipated issues as well as the following: the number of tickets sold, attendance expected, security officers assigned inside and outside, and EMTs. The number of security personnel may vary depending on type of show, but adequate resources are expected to be in place. This form will be preferably provided to the police department 30 days prior to the event but no less than 14 days out. 2. Monthly security staff meeting must be held with the police chief or designee. 3. Patrons are not allowed to carry liquids into the premises. 4. Jackets and bags must be checked and cannot be left unattended. 5. Bottle service is not allowed. 6. Training for door entry staff must be provided to recognize signs of intoxication. Persons with indications of intoxication must not be allowed in. December 9, 2019 19 City Council Meeting Minutes Packet Page Number 21 of 452 E2 7. Signs must be posted at the entrance and throughout the venue that state rules of conduct. 8. There must be regular monitoring (every 15 minutes) of bathrooms and other areas where drugs may be ingested. 9. There must be a comprehensive and fully operational video surveillance system which is capable of high resolution images of those entering the venue main doors and an array of security cameras in the parking lot. Video footage must be retained for a minimum of 90 days. 10. Police must be provided access to videos and copies of videos within 24 hours of request. 11. A listing of where the Myth contracts for "offsite" parking must be provided. 12. There must be continuing monitoring for any under -age drinking and the Licensee must take the appropriate measures in response. 13. Outside security personnel must monitor all unusual/suspicious activity outside in the parking lot. 14. At closing, outside security personnel must control and direct patrons leaving the premises to ensure a safe and orderly departure. 15. Security personnel must wear a shirt or other type of outerwear that readily identifies them as SECURITY or MYTH staff. 16. Security personnel are expected to immediately report to the Maplewood police department all anticipated traffic safety issues, disorderly conduct, and criminal behavior that might affect the safety of employees, patrons, or others in the surrounding community. 17. Training must be provided for inside security on how to recognize signs of intoxication and on general alcohol awareness. 18. A detailed security training plan must be provided, including expectations on how staff will deal with patrons who are found to be intoxicated and how they will assist them in getting home safely. 19. The Licensee must consider safety and security before booking acts, performers or events when there is known or expected levels of security concern associated with the act or event. 20. The Licensee must secure all necessary approvals, permits, and/or licenses should its business focus or operations be changed or expanded. 21. All bartenders and alcohol servers must complete training offered by the Minnesota Liquor and Alcohol Beverage Association to ensure adequate knowledge of Minnesota law pertaining to safe service of intoxicating beverages. December 9, 2019 20 City Council Meeting Minutes Packet Page Number 22 of 452 E2 22. The amount of hard alcohol per drink must be limited to 1.5 ounces, as measured with each pour, which is consistent with the national standard. 23. Patrons may not purchase drinks for others unless the other is present. 24. The Licensee must establish clear policies and protocols regarding over -service and service to obviously intoxicated patrons. 25. The expectation is a drastic reduction in the number of overdose cases reported with a goal of none occurring annually. Exhibit A: 2020 liquor license for Myth Live For the 24 months preceding the Operational Action Plan (OAP), June 11, 2017, to June 10, 2019, the police department recorded 235 case numbers at Myth Live, 3090 Southlawn Dr. Of those 235 case numbers, 78 were for police -initiated activities such as proactive presence in the parking lot and follow up on previous criminal matters, 109 were calls for reported crimes, and the rest, 48, were non -criminal in nature. Of the 109 reported crimes, there were 54 calls for drunk or disorderly persons, and the rest was a combination of theft, assault, fight, criminal sexual conduct, criminal damage to property, DWI, domestics, motor vehicle theft, suspicious activity, warrant arrest, and narcotics -related calls. Most of the 78 police -initiated case numbers (70) were officers proactively patrolling the parking lot or standing by to curb the amount of disorder at the venue. According to fire department records, not included in the police department numbers, during this same period, there was 46 calls for fire/EMS services. Of those calls, 18 were identified as either drug or alcohol overdose -related. During these 24 months, there were a total of 157 police calls for service, not police - initiated. That number equals 39.25 calls for service every 6 -months. In contrast, during the nearly 6 -months since the OAP went into effect there have been only 25 total case numbers recorded at Myth Live, 3090 Southlawn Dr. Of those 25 case numbers, eight were for police -initiated activity, 11 were for reported crimes, and the rest (6) were for non- criminal related matters. According to the fire department, they have responded to 3090 Southlawn Dr. four times since June 11, 2019, with two of those calls having drug or alcohol overdose noted. During the two years before the OAP, the police department responded to an average of 39.25 calls for service every 6 -months. That has been drastically reduced to only 17 over the nearly 6- months since the OAP became effective. That is a nearly 57% drop in the calls for service to the police department. The fire department went from a 6 -month average of 11.5 calls for fire/EMS service to four since the OAP. That represents a nearly 66% drop in fire/EMS calls for service. December 9, 2019 21 City Council Meeting Minutes Packet Page Number 23 of 452 E2 Since June 11, 2019, there were no events that generated more than two (2) calls for service the night of the event, although some generated calls after the fact for things like theft. There was one criminal sexual conduct that was reported a month after the incident. Myth Live no longer had the video from that night, which would have been useful in investigating this incident. This incident involves a male forcing a female into a private restroom and then forced her to have vaginal sex. The investigation is ongoing. June 11, 2017, to Dec. 1, 2019, Calls for Service to 3090 Southlawn Dr N, Maplewood Case Number Reported Date/Time Street Incident Type 911 Total: 2 MAPTL19019914 07/25/2019 21:26:00 3090 SOUTHLAWN DR N 911 - Investigate 911 Hangup MAPTL19031644 11/08/2019 18:51:00 3090 SOUTHLAWN DR N 911 - Investigate 911 Hangup ADM Total: 2 MAPTL17016328 MAPTL19032614 AFA Total: 2 MAPTL18022279 MAPTL19007294 AHR Total: 1 MAPTL18003007 ALA Total: 15 MAPTL17017560 MAPTL17017603 MAPTL17019326 MAPTL17019330 MAPTL17019963 MAPTL17020410 MAPTL17020413 MAPTL17027765 MAPTL17030781 MAPTL17030784 MAPTL18022317 MAPTL18025258 MAPTL18029904 MAPTL18029919 MAPTL19007872 AMA Total: 14 MAPTL17022661 MAPTL17027633 MAPTL17035151 MAPTL18005261 MAPTL18005270 MAPTL18019850 MAPTL18022280 MAPTL18032947 MAPTL18033033 MAPTL19004105 MAPTL19007841 MAPTL19017677 Packet Page Number 24 of 452 06/19/2017 19:31:00 3090 SOUTHLAWN DR N ADM -Administrative Detail 11/16/201923:13:48 3090 SOUTHLAWN DR N ADM -Administrative Detail 08/14/2018 21:41:00 3090 SOUTHLAWN DR N AFA - Assist Fire Agency 03/23/2019 23:37:00 3090 SOUTHLAWN DR N AFA - Assist Fire Agency 02/01/2018 11:40:00 3090 SOUTHLAWN DR N AHR - Accident Hit and Run 07/02/2017 0:41:00 07/02/2017 12:10:00 07/19/2017 16:12:35 07/19/2017 16:31:46 07/25/2017 10:26:00 07/29/2017 9:42:00 07/29/2017 10:02:00 10/09/2017 9:30:00 11/08/2017 14:43:00 11/08/2017 15:45:00 08/15/2018 10:28:00 09/15/2018 9:02:00 11/03/2018 12:04:00 11/03/2018 15:11:00 03/30/2019 11:57:00 08/19/2017 18:51:00 10/07/2017 21:40:00 12/21/2017 22:15:00 02/24/2018 21:31:00 02/24/2018 23:11:00 07/20/2018 18:34:00 08/14/2018 22:03:00 12/07/2018 21:00:00 12/08/2018 23:33:00 02/15/2019 23:36:00 03/29/2019 22:44:00 07/07/2019 1:05:00 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N December 9, 2019 City Council Meeting Minutes ALA - Alarm Sounding ALA - Alarm Sounding ALA - Alarm Sounding ALA - Alarm Sounding ALA - Alarm Sounding ALA - Alarm Sounding ALA - Alarm Sounding ALA - Alarm Sounding ALA - Alarm Sounding ALA - Alarm Sounding ALA - Alarm Sounding ALA - Alarm Sounding ALA - Alarm Sounding ALA - Alarm Sounding ALA - Alarm Sounding AMA - Assist Medical Agency AMA - Assist Medical Agency AMA - Assist Medical Agency AMA - Assist Medical Agency AMA - Assist Medical Agency AMA - Assist Medical Agency AMA - Assist Medical Agency AMA - Assist Medical Agency AMA - Assist Medical Agency AMA - Assist Medical Agency AMA - Assist Medical Agency AMA - Assist Medical Agency 22 MAPTL19017681 MAPTL19033491 AOA Total: 2 MAPTL18028771 MAPTL18030532 APD Total: 1 MAPTL17030831 ASS Total: 10 MAPTL17028881 MAPTL17029085 MAPTL17031007 MAPTL17031207 MAPTL17035161 MAPTL18002967 MAPTL18008564 MAPTL18029406 MAPTL18029410 MAPTL19030988 AST Total: 8 MAPTL17016315 MAPTL17016358 MAPTL17031228 MAPTL17034284 MAPTL18006598 MAPTL18022283 MAPTL18029399 MAPTL19027956 AWI Total: 1 MAPTL18005269 CDP Total: 2 MAPTL17029087 MAPTL19004108 CIV Total: 4 MAPTL17032915 MAPTL17033148 MAPTL18029602 MAPTL19004313 CSC Total: 4 MAPTL17029086 MAPTL17034294 MAPTL17034297 MAPTL19023780 DKD Total: 1 MAPTL18005919 DKP Total: 31 MAPTL17015465 07/07/2019 1:41:00 3090 SOUTHLAWN DR N 11/24/2019 21:37:00 3090 SOUTHLAWN DR N 10/22/2018 1:51:00 3090 SOUTHLAWN DR N 11/10/201820:44:00 3090 SOUTHLAWN DR N 11/08/2017 23:55:00 3090 SOUTHLAWN DR N 10/19/2017 22:56:00 10/22/2017 0:01:00 11/10/2017 21:25:00 11/12/2017 19:05:00 12/21/2017 23:58:00 01/31/2018 22:02:00 03/31/2018 23:37:00 10/28/2018 22:40:00 10/28/2018 23:02:00 11/02/2019 19:58:00 06/19/2017 17:16:00 06/20/2017 0:53:00 11/13/2017 0:48:00 12/13/2017 21:37:00 03/11/2018 1:15:00 08/14/2018 22:10:00 10/28/2018 19:53:00 10/06/2019 3:07:00 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N E2 AMA - Assist Medical Agency AMA - Assist Medical Agency AOA - Assist Other Agency AOA - Assist Other Agency APD - Accident Property Damage ASS - Assault ASS - Assault ASS - Assault ASS - Assault ASS - Assault ASS - Assault ASS - Assault ASS - Assault ASS - Assault ASS - Assault AST - Assist Citizen AST - Assist Citizen AST - Assist Citizen AST - Assist Citizen AST - Assist Citizen AST - Assist Citizen AST - Assist Citizen AST - Assist Citizen 02/24/201822:55:00 3090 SOUTHLAWN DR N AWI -Accident With Injuries 10/22/2017 1:00:00 3090 SOUTHLAWN DR N CDP - Criminal Damage Property 02/15/2019 23:56:00 3090 SOUTHLAWN DR N CDP - Criminal Damage Property 11/30/2017 17:01:00 3090 SOUTHLAWN DR N CIV - Civil Problem 12/02/2017 22:38:00 3090 SOUTHLAWN DR N CIV - Civil Problem 10/31/2018 8:21:00 3090 SOUTHLAWN DR N CIV - Civil Problem 02/18/2019 12:30:00 3090 SOUTHLAWN DR N CIV - Civil Problem 10/22/2017 0:39:00 3090 SOUTHLAWN DR N CSC - Crim Sexual Conduct 12/13/2017 22:40:00 3090 SOUTHLAWN DR N CSC - Crim Sexual Conduct 12/13/2017 22:59:00 3090 SOUTHLAWN DR N CSC - Crim Sexual Conduct 08/29/2019 13:03:00 3090 SOUTHLAWN DR N CSC - Crim Sexual Conduct 03/03/2018 23:06:00 3090 SOUTHLAWN DR N DKD - Drunk Driver 06/11/2017 0:11:00 3090 SOUTHLAWN DR N DKP- Drunk Person December 9, 2019 City Council Meeting Minutes 23 Packet Page Number 25 of 452 E2 MAPTL17023903 08/31/2017 20:01:00 3090 SOUTHLAWN DR N DKP- Drunk Person MAPTL17025316 09/14/2017 23:38:00 3090 SOUTHLAWN DR N DKP- Drunk Person MAPTL17029781 10/28/2017 23:10:00 3090 SOUTHLAWN DR N DKP- Drunk Person MAPTL17030624 11/06/2017 22:36:00 3090 SOUTHLAWN DR N DKP- Drunk Person MAPTL17030820 11/08/2017 21:54:00 3090 SOUTHLAWN DR N DKP- Drunk Person MAPTL17030920 11/09/2017 22:50:00 3090 SOUTHLAWN DR N DKP- Drunk Person MAPTL17031128 11/11/2017 22:55:00 3090 SOUTHLAWN DR N DKP- Drunk Person MAPTL17031219 11/12/2017 22:22:00 3090 SOUTHLAWN DR N DKP- Drunk Person MAPTL17031632 11/16/2017 23:24:00 3090 SOUTHLAWN DR N DKP- Drunk Person MAPTL17031633 11/16/2017 23:34:00 3090 SOUTHLAWN DR N DKP- Drunk Person MAPTL17031634 11/16/2017 23:55:00 3090 SOUTHLAWN DR N DKP- Drunk Person MAPTL17031656 11/17/2017 6:50:00 3090 SOUTHLAWN DR N DKP- Drunk Person MAPTL17033129 12/02/2017 20:57:00 3090 SOUTHLAWN DR N DKP- Drunk Person MAPTL17033141 12/02/2017 23:10:00 3090 SOUTHLAWN DR N DKP- Drunk Person MAPTL17034269 12/13/2017 19:19:00 3090 SOUTHLAWN DR N DKP- Drunk Person MAPTL17034278 12/13/2017 20:54:00 3090 SOUTHLAWN DR N DKP- Drunk Person MAPTL17034279 12/13/2017 20:55:00 3090 SOUTHLAWN DR N DKP- Drunk Person MAPTL17034283 12/13/2017 21:27:00 3090 SOUTHLAWN DR N DKP- Drunk Person MAPTL17034290 12/13/2017 22:18:00 3090 SOUTHLAWN DR N DKP- Drunk Person MAPTL18003909 02/09/2018 23:00:00 3090 SOUTHLAWN DR N DKP- Drunk Person MAPTL18006574 03/10/2018 20:35:00 3090 SOUTHLAWN DR N DKP- Drunk Person MAPTL18011295 04/29/2018 1:53:00 3090 SOUTHLAWN DR N DKP- Drunk Person MAPTL18017824 07/01/2018 2:12:00 3090 SOUTHLAWN DR N DKP- Drunk Person MAPTL18033625 12/16/2018 2:37:00 3090 SOUTHLAWN DR N DKP- Drunk Person MAPTL19012376 05/18/2019 22:16:00 3090 SOUTHLAWN DR N DKP- Drunk Person MAPTL19013661 05/31/2019 22:18:00 3090 SOUTHLAWN DR N DKP- Drunk Person MAPTL19013668 05/31/2019 23:25:00 3090 SOUTHLAWN DR N DKP- Drunk Person MAPTL19014946 06/12/2019 19:12:00 3090 SOUTHLAWN DR N DKP- Drunk Person MAPTL19014971 06/13/2019 0:33:00 3090 SOUTHLAWN DR N DKP- Drunk Person MAPTL19032598 11/16/2019 20:43:00 3090 SOUTHLAWN DR N DKP- Drunk Person DOC Total: 26 MAPTL17016235 06/18/2017 23:12:00 3090 SOUTHLAWN DR N DOC - Disorderly Conduct MAPTL17016345 06/19/2017 22:00:00 3090 SOUTHLAWN DR N DOC - Disorderly Conduct MAPTL17019593 07/21/2017 21:43:00 3090 SOUTHLAWN DR N DOC - Disorderly Conduct MAPTL17021154 08/04/2017 22:19:00 3090 SOUTHLAWN DR N DOC - Disorderly Conduct MAPTL17022996 08/22/2017 22:22:00 3090 SOUTHLAWN DR N DOC - Disorderly Conduct MAPTL17028883 10/19/2017 23:13:00 3090 SOUTHLAWN DR N DOC - Disorderly Conduct MAPTL17030728 11/08/2017 2:21:00 3090 SOUTHLAWN DR N DOC - Disorderly Conduct MAPTL17030923 11/09/2017 22:57:00 3090 SOUTHLAWN DR N DOC - Disorderly Conduct MAPTL17031006 11/10/2017 21:17:00 3090 SOUTHLAWN DR N DOC - Disorderly Conduct MAPTL17031130 11/11/2017 23:04:00 3090 SOUTHLAWN DR N DOC - Disorderly Conduct MAPTL17031140 11/12/2017 0:43:00 3090 SOUTHLAWN DR N DOC - Disorderly Conduct MAPTL17031142 11/12/2017 1:02:00 3090 SOUTHLAWN DR N DOC - Disorderly Conduct MAPTL17031224 11/12/2017 23:48:00 3090 SOUTHLAWN DR N DOC - Disorderly Conduct MAPTL17033145 12/02/2017 22:45:00 3090 SOUTHLAWN DR N DOC - Disorderly Conduct MAPTL17034277 12/13/2017 20:40:00 3090 SOUTHLAWN DR N DOC - Disorderly Conduct MAPTL17035156 12/21/2017 23:04:00 3090 SOUTHLAWN DR N DOC - Disorderly Conduct MAPTL18006583 03/10/2018 22:41:00 3090 SOUTHLAWN DR N DOC - Disorderly Conduct MAPTL18017816 07/01/2018 0:13:00 3090 SOUTHLAWN DR N DOC - Disorderly Conduct MAPTL18019976 07/22/2018 1:38:00 3090 SOUTHLAWN DR N DOC - Disorderly Conduct MAPTL18019977 07/22/2018 1:42:00 3090 SOUTHLAWN DR N DOC - Disorderly Conduct MAPTL18022285 08/14/2018 22:27:00 3090 SOUTHLAWN DR N DOC - Disorderly Conduct MAPTL18032290 11/30/2018 21:31:00 3090 SOUTHLAWN DR N DOC - Disorderly Conduct MAPTL19003785 02/12/2019 16:46:00 3090 SOUTHLAWN DR N DOC - Disorderly Conduct MAPTL19004202 02/17/2019 0:37:00 3090 SOUTHLAWN DR N DOC - Disorderly Conduct December 9, 2019 24 City Council Meeting Minutes Packet Page Number 26 of 452 MAPTL19004204 02/17/2019 0:50:00 3090 SOUTHLAWN DR N MAPTL19007834 03/29/2019 21:15:00 3090 SOUTHLAWN DR N DOM Total: 2 3090 SOUTHLAWN DR N LOS - MAPTL17029093 10/22/2017 2:10:00 3090 SOUTHLAWN DR N MAPTL18029403 10/28/2018 22:10:00 3090 SOUTHLAWN DR N FGT Total: 9 10/24/2017 2:46:00 3090 SOUTHLAWN DR N MAPTL17023004 08/22/2017 23:30:00 3090 SOUTHLAWN DR N MAPTL17028888 10/19/2017 23:42:00 3090 SOUTHLAWN DR N MAPTL17029089 10/22/2017 1:16:00 3090 SOUTHLAWN DR N MAPTL17033131 12/02/2017 21:07:00 3090 SOUTHLAWN DR N MAPTL17034291 12/13/2017 22:26:00 3090 SOUTHLAWN DR N MAPTL19004200 02/17/2019 0:25:00 3090 SOUTHLAWN DR N MAPTL19007716 03/28/2019 17:25:00 3090 SOUTHLAWN DR N MAPTL19020526 07/30/2019 20:32:00 3090 SOUTHLAWN DR N MAPTL19031001 11/02/2019 22:39:00 3090 SOUTHLAWN DR N INV Total: 6 PPV - Police Proactive Visit MAPTL17015629 06/12/2017 23:13:00 3090 SOUTHLAWN DR N MAPTL17021286 08/06/2017 7:49:00 3090 SOUTHLAWN DR N MAPTL17033147 12/02/2017 23:21:00 3090 SOUTHLAWN DR N MAPTL18001165 01/13/2018 20:26:00 3090 SOUTHLAWN DR N MAPTL19011107 05/04/2019 21:43:00 3090 SOUTHLAWN DR N MAPTL19027932 10/05/2019 23:16:00 3090 SOUTHLAWN DR N LOS Total: 3 E2 DOC - Disorderly Conduct DOC - Disorderly Conduct DOM -Domestic Fam Relationship DOM -Domestic Fam Relationship FGT - Fight FGT - Fight FGT - Fight FGT - Fight FGT - Fight FGT - Fight FGT - Fight FGT - Fight FGT - Fight INV - Investigate INV - Investigate INV - Investigate INV - Investigate INV - Investigate INV - Investigate MAPTL17035160 12/21/2017 23:53:00 3090 SOUTHLAWN DR N LOS - Lost Property MAPTL19020612 07/31/2019 14:48:00 3090 SOUTHLAWN DR N LOS - Lost Property MAPTL19033134 11/21/2019 14:51:00 3090 SOUTHLAWN DR N LOS - Lost Property MSP Total: 1 10/24/2017 2:46:00 3090 SOUTHLAWN DR N PCN - Previous Case Follow -Up MAPTL17023081 08/23/2017 19:06:00 3090 SOUTHLAWN DR N MSP - Missing Person, Juvenile MVT Total: 1 PCN - Previous Case Follow -Up 02/08/2018 22:10:00 3090 SOUTHLAWN DR N MAPTL17031149 NAR Total: 2 MAPTL17024426 MAPTL18029404 PCN Total: 7 MAPTL17016375 MAPTL17016686 MAPTL17029266 MAPTL17033668 MAPTL17034285 MAPTL18003784 MAPTL18030996 PPV Total: 77 MAPTL17015726 MAPTL17016228 MAPTL17016355 MAPTL17016858 MAPTL17016860 11/12/20172:25:00 3090 SOUTHLAWN DR N MVT -Motor Vehicle Theft 09/06/2017 9:00:00 3090 SOUTHLAWN DR N NAR - Narcotics 10/28/2018 22:17:00 3090 SOUTHLAWN DR N NAR - Narcotics 06/20/2017 7:46:00 3090 SOUTHLAWN DR N PCN - Previous Case Follow -Up 06/23/2017 13:03:24 3090 SOUTHLAWN DR N PCN - Previous Case Follow -Up 10/24/2017 2:46:00 3090 SOUTHLAWN DR N PCN - Previous Case Follow -Up 12/07/2017 20:07:00 3090 SOUTHLAWN DR N PCN - Previous Case Follow -Up 12/13/2017 21:37:00 3090 SOUTHLAWN DR N PCN - Previous Case Follow -Up 02/08/2018 22:10:00 3090 SOUTHLAWN DR N PCN - Previous Case Follow -Up 11/15/2018 22:08:00 3090 SOUTHLAWN DR N PCN - Previous Case Follow -Up 06/13/2017 22:40:00 3090 SOUTHLAWN DR N PPV - Police Proactive Visit 06/18/2017 22:28:52 3090 SOUTHLAWN DR N PPV - Police Proactive Visit 06/20/2017 0:12:00 3090 SOUTHLAWN DR N PPV - Police Proactive Visit 06/24/2017 23:33:00 3090 SOUTHLAWN DR N PPV - Police Proactive Visit 06/24/2017 23:50:00 3090 SOUTHLAWN DR N PPV - Police Proactive Visit December 9, 2019 City Council Meeting Minutes 25 Packet Page Number 27 of 452 MAPTL17017546 MAPTL17017553 MAPTL17017565 MAPTL17020025 MAPTL17021147 MAPTL17022674 MAPTL17022675 MAPTL17023908 MAPTL17023914 MAPTL17023925 MAPTL17023933 MAPTL17025304 MAPTL17025635 MAPTL17026549 MAPTL17026648 MAPTL17027285 MAPTL17027295 MAPTL17027617 MAPTL17027732 MAPTL17028237 MAPTL17028863 MAPTL17028884 MAPTL17029078 MAPTL17029091 MAPTL17030621 MAPTL17030829 MAPTL17030918 MAPTL17031009 MAPTL17031637 MAPTL17033757 MAPTL17033759 MAPTL17035148 MAPTL17035157 MAPTL17035266 MAPTL18003146 MAPTL18003775 MAPTL18003780 MAPTL18003894 MAPTL18004649 MAPTL18005913 MAPTL18006151 MAPTL18006548 MAPTL18006579 MAPTL18010988 MAPTL18012657 MAPTL18016212 MAPTL18019849 MAPTL18020760 MAPTL18021140 MAPTL18021236 MAPTL18022284 MAPTL18025606 MAPTL18027412 MAPTL18027418 MAPTL18028493 MAPTL18028503 Packet Page Number 28 of 452 07/01/2017 23:10:00 07/02/2017 0:01:35 07/02/2017 1:14:00 07/25/2017 23:01:00 08/04/2017 21:57:00 08/19/2017 21:01:05 08/19/2017 21:02:00 08/31/2017 20:28:28 08/31/2017 21:05:06 08/31/2017 22:38:00 09/01/2017 0:16:00 09/14/2017 20:26:00 09/17/2017 22:47:00 09/26/2017 23:23:53 09/27/2017 21:40:00 10/03/2017 19:58:00 10/03/2017 22:15:00 10/07/2017 19:42:00 10/08/2017 20:44:00 10/13/2017 19:55:00 10/19/2017 20:38:00 10/19/2017 23:16:00 10/21/2017 22:50:00 10/22/2017 1:36:00 11/06/2017 22:18:00 11/08/2017 23:41:00 11/09/2017 22:18:00 11/10/2017 22:07:00 11/17/2017 0:11:00 12/08/2017 20:05:00 12/08/2017 20:13:00 12/21/2017 21:57:00 12/21/2017 23:24:00 12/22/2017 22:31:00 02/02/2018 23:56:00 02/08/2018 20:23:00 02/08/2018 21:25:00 02/09/2018 20:52:00 02/17/2018 22:14:00 03/03/2018 22:33:00 03/06/2018 21:49:00 03/10/2018 18:48:00 03/10/2018 22:08:00 04/25/2018 20:55:00 05/11/2018 20:18:00 06/14/2018 22:58:00 07/20/2018 18:16:00 07/29/2018 21:33:00 08/02/2018 21:32:00 08/03/2018 20:38:00 08/14/2018 22:27:00 09/18/2018 20:51:00 10/06/2018 20:45:00 10/06/2018 21:44:00 10/18/2018 20:28:00 10/18/2018 22:25:00 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N December 9, 2019 City Council Meeting Minutes E2 PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit 26 MAPTL18028592 MAPTL18029005 MAPTL18029013 MAPTL18029320 MAPTL18030998 MAPTL18031347 MAPTL18034716 MAPTL19001655 MAPTL19014431 MAPTL19014964 MAPTL19017678 MAPTL19020517 MAPTL19020540 MAPTL19020541 MAPTL19026431 MAPTL19026449 RPR Total: 3 MAPTL17032110 MAPTL18010980 MAPTL18028937 SUS Total: 5 MAPTL17024520 MAPTL18031997 MAPTL18032712 MAPTL19013673 MAPTL19026080 THF Total: 17 MAPTL17016386 MAPTL17016582 MAPTL17028260 MAPTL17029099 MAPTL17033186 MAPTL17035166 MAPTL18000860 MAPTL18012738 MAPTL18022287 MAPTL18022299 MAPTL18022332 MAPTL18027930 MAPTL19004102 MAPTL19004107 MAPTL19004114 MAPTL19007878 MAPTL19008038 LVITIA Ci no M MAPTL18003261 Total Records: 260 10/19/2018 20:55:00 10/24/2018 19:41:00 10/24/2018 20:38:00 10/27/2018 20:52:00 11/15/2018 22:29:00 11/19/2018 21:33:00 12/29/2018 20:31:00 01/19/2019 20:00:00 06/07/2019 18:42:00 06/12/2019 22:33:00 07/07/2019 1:06:00 07/30/2019 19:17:00 07/30/2019 22:32:00 07/30/2019 22:34:00 09/21/2019 19:42:00 09/21/2019 22:23:00 11/22/2017 12:58:00 04/25/2018 19:18:00 10/24/2018 8:22:00 09/07/2017 9:21:00 11/27/2018 13:39:00 12/05/2018 9:20:00 05/31/2019 23:53:00 09/18/2019 16:37:00 06/20/2017 10:26:00 06/22/2017 13:37:00 10/13/2017 23:49:00 10/22/2017 4:00:00 12/03/2017 10:21:00 12/22/2017 0:41:00 01/10/2018 16:09:00 05/12/2018 11:16:00 08/14/2018 23:23:00 08/15/2018 3:46:00 08/15/2018 14:08:00 10/12/2018 20:50:00 02/15/2019 23:07:00 02/15/2019 23:44:00 02/16/2019 0:31:00 03/30/2019 12:59:00 04/01/2019 13:28:00 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N # 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N 3090 SOUTHLAWN DR N E2 PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit PPV - Police Proactive Visit RPR - Recovered Property RPR - Recovered Property RPR - Recovered Property SUS - Suspicious Activity SUS - Suspicious Activity SUS - Suspicious Activity SUS - Suspicious Activity SUS - Suspicious Activity THF - Theft THF - Theft THF - Theft THF - Theft THF - Theft THF - Theft THF - Theft THF - Theft THF - Theft THF - Theft THF - Theft THF - Theft THF - Theft THF - Theft THF - Theft THF - Theft THF - Theft 02/03/2018 22:12:00 3090 SOUTHLAWN DR N WAR - Warrant Seconded by Councilmember Knutson Ayes — All The motion passed. December 9, 2019 City Council Meeting Minutes 27 Packet Page Number 29 of 452 E2 2. Closed Session Pursuant to Minn. Stat., Section 13D.05, subd. 3(b) for Attorney -Client Privileged Discussion Regarding Pending Litigation, Myth Live II, Inc. v. City This item was moved to the 12-09-2019 City Council Workshop as agenda item E3. K. AWARD OF BIDS None L. ADJOURNMENT Mayor Abrams adjourned the meeting at 8:16 p.m. December 9, 2019 28 City Council Meeting Minutes Packet Page Number 30 of 452 Fla CITY COUNCIL STAFF REPORT Meeting Date January 13, 2020 REPORT TO: City Council REPORT FROM: Melinda Coleman, City Manager PRESENTER: Melinda Coleman, City Manager AGENDA ITEM: Council Calendar Update Action Requested: ❑ Motion ✓ Discussion ❑ Public Hearing Form of Action: ❑ Resolution ❑ Ordinance ❑ Contract/Agreement ❑ Proclamation Policy Issue: This item is informational and intended to provide the Council an indication on the current planning for upcoming agenda items and the Work Session schedule. These are not official announcements of the meetings, but a snapshot look at the upcoming meetings for the City Council to plan their calendars. There are currently no upcoming City -sponsored community events, with the exception of the State of the City event. Recommended Action: No motion needed. This is an informational item. Uacomina Aaenda Items and Work Sessions Schedule: Jan. 15 State of the City Event at YMCA/MCC, 11 am to 1 pm Jan. 27 EDA/HEDC Work Session 4 — 7 pm Feb. 10 Workshop: Fire Station Pre -design Review City Council Meeting: Strategic Plan Presentation Council Comments: Comments regarding Workshops, Council Meetings or other topics of concern or interest. 1. Tobacco 21 — Workshop & Council Meeting — follow up scheduled for February 2. Create Pedestrian Safety Plan — Study underway, fall completion 3. Local Option Sales Tax and Construction Sales Tax Exemption Legislation — in process 4. Review Appointment Process for Boards & Commissions -scheduled for January Packet Page Number 31 of 452 CITY COUNCIL STAFF REPORT Meeting Date January 13, 2020 REPORT TO: Melinda Coleman, City Manager REPORT FROM: Scott Nadeau, Chief of Police/Public Safety Director PRESENTER: Scott Nadeau, Chief of Police/Public Safety Director AGENDA ITEM: Presentation of Citizens Awards — Public Safety Department Action Requested: ❑ Motion ❑ Discussion ❑ Public Hearing Form of Action: ❑ Resolution ❑ Ordinance ❑ Contract/Agreement ❑ Proclamation Policy Issue: Staff would like to recognize two citizens for their heroic actions. Recommended Action: For presentation purposes only. Fiscal Impact: Is There a Fiscal Impact? ✓ No ❑ Yes, the true or estimated cost is $0.00 Financing source(s): ❑ Adopted Budget ❑ Budget Modification ❑ New Revenue Source ❑ Use of Reserves ❑ Other: N/A Strategic Plan Relevance: ❑ Financial Sustainability ❑ Integrated Communication ❑ Targeted Redevelopment ✓ Operational Effectiveness ❑ Community Inclusiveness ❑ Infrastructure & Asset Mgmt. Recognizing and celebrating community actions. Background On November 18, 2019, citizen John Lee heard screaming outside of his home. Upon investigating, he saw two pit -bulls attacking 11 -year-old Carter McCay. Putting his own safety at risk, he went outside striking the dogs in an attempt to get them off of the boy. The dogs turned on Mr. Lee, biting and seriously puncturing his arm. At this time, a second citizen, Evelyn Hanson - Florin, was driving by in her car. She got out of her vehicle and used an umbrella as a weapon, successfully causing the dogs to run off. While waiting for Maplewood Public Safety personnel to arrive, she put the boy in her vehicle in case the dogs returned. The boy and Mr. Lee were treated for their injuries. The attack on Carter was horrific, and it is because of the good deed of these selfless Samaritans that Carter did not suffer life-threatening injuries. A44arhmanfQ None Packet Page Number 32 of 452 F4 CITY COUNCIL STAFF REPORT Meeting Date January 13, 2020 REPORT TO: Melinda Coleman, City Manager REPORT FROM: Andrea Sindt, City Clerk PRESENTER: Melinda Coleman AGENDA ITEM: 2020 City Council Appointments to Boards, Commissions and Miscellaneous Groups Action Requested: ✓ Motion ❑ Discussion ❑ Public Hearing Form of Action: ❑ Resolution ❑ Ordinance ❑ Contract/Agreement ❑ Proclamation Policy Issue: At the first meeting of the year, the City Council officially makes annual appointments to boards, commissions and groups of which the City is a member and to those who serve at the pleasure of the Council. Recommended Action: Motion to approve the 2020 City Council appointments to boards, commissions and miscellaneous groups. Fiscal Impact: Is There a Fiscal Impact? ✓ No ❑ Yes, the true or estimated cost is $0.00 Financing source(s): ❑ Adopted Budget ❑ Budget Modification ❑ New Revenue Source ❑ Use of Reserves ❑ Other: n/a Strategic Plan Relevance: ❑ Financial Sustainability ❑ Integrated Communication ❑ Targeted Redevelopment ✓ Operational Effectiveness ❑ Community Inclusiveness ❑ Infrastructure & Asset Mgmt. Some of the appointments are required by state statute, all are beneficial to good communication between the council and various groups. Background Following are the 2019 appointments as well as possible 2020 appointments to the boards, commissions and miscellaneous groups (SL = Staff Liaison, ALT = Alternate, REP = Representative): The normal rotation for acting mayor was interrupted with the appointments of Mayor and two new councilmembers in 2019. Appointment 2019 Appointments 2020 Appointments Acting Mayor* Councilmember Juenemann Councilmember Knutson *Rotation of acting mayors: 2014 Councilmember Cardinal, 2015 Councilmember Abrams, 2016 Councilmember Xiong, 2017 Councilmember Juenemann, 2018 Councilmember Smith Packet Page Number 33 of 452 Auditor Contact Community Design Review Board Data Compliance Officers: Responsible Authority City Personnel Officer City Law Enforcement Officer Mayor Abrams Councilmember Juenemann Councilmember Knutson Mike Martin (SL) Andrea Sindt Terrie Rameaux Scott Nadeau F4 Mayor Abrams Councilmember Juenemann Councilmember Knutson Mike Martin (SL) Andrea Sindt Terrie Rameaux Scott Nadeau Development Committee** Mayor Abrams Mayor Abrams Councilmember Smith Councilmember Neblett **Rotate councilmember to join mayor to work with City Manager on annual performance evaluation: 2016 Councilmember Abrams, 2017 Councilmember Juenemann, 2018 Councilmember Xiong. Environment & Natural Councilmember Juenemann Councilmember Juenemann Resources Commission Shann Finwall (SL) Shann Finwall (SL) Gold Line Partners - CMC Councilmember Smith (fka Gateway Corridor Commission) Mayor Abrams (ALT) Gold Line BRT — PAC Councilmember Neblett Steve Love (ALT) Heritage Preservation Commission Councilmember Neblett Ginny Gaynor (SL) Housing & Economic Development Councilmember Smith Commission Mike Martin (SL) Maplewood Communications Maplewood Green Team Official Newspaper Parks & Recreation Commission Planning Commission Ramsey County Dispatch Policy Committee Ramsey County League of Local Governments Regional Mayors Rice/Larpenteur Project Packet Page Number 34 of 452 Mayor Abrams Councilmember Smith (ALT) Councilmember Juenemann Shann Finwall (SL) Maplewood Review Councilmember Neblett Audra Robbins (SL) Councilmember Knutson Mike Martin (SL) Councilmember Juenemann Mayor Abrams (ALT) Mayor Abrams Councilmember Smith (ALT) Mayor Abrams Mayor Abrams Councilmember Juenemann (ALT) Shann Finwall (SL) Councilmember Smith Mayor Abrams (ALT) Councilmember Neblett Steve Love (ALT) Councilmember Neblett Councilmember Smith Mike Martin (SL) Mayor Abrams Councilmember Smith (ALT) Councilmember Juenemann Shann Finwall (SL) Pioneer Press Councilmember Neblett Audra Robbins (SL) Councilmember Knutson Mike Martin (SL) Councilmember Juenemann Mayor Abrams (ALT) Mayor Abrams Councilmember Smith (ALT) Mayor Abrams Mayor Abrams Councilmember Juenemann (ALT) Shann Finwall (SL) Rush Line Corridor Mayor Abrams Councilmember Smith (ALT) Melinda Coleman (SL) St. Paul Regional Water Services Mayor Abrams Board of Water Commissioners Melinda Coleman (ALT) Suburban Area Chamber of Commerce Suburban Rate Authority Attachments None Melinda Coleman Mayor Abrams (REP) Councilmember Smith (REP) Steve Love F4 Mayor Abrams Councilmember Smith (ALT) Melinda Coleman (SL) Mayor Abrams Melinda Coleman (ALT) Melinda Coleman Mayor Abrams (REP) Councilmember Smith (REP) Steve Love Packet Page Number 35 of 452 THIS PAGE IS INTENTIONALLY LEFT BLANK Packet Page Number 36 of 452 MEMORANDUM TO: Melinda Coleman, City Manager FROM: Ellen Paulseth, Finance Director DATE: January 7, 2020 SUBJECT: Approval of Claims Attached is a listing of paid bills for informational purposes. The City Manager has reviewed the bills and authorized payment in accordance with City Council approved policies. ACCOUNTS PAYABLE: $ 736,671.72 Checks #104734 thru # 104753 dated 12/10/19 $ 415,197.97 Disbursements via debits to checking account dated 12/02/19 thru 12/06/19 $ 494,016.10 Checks #104754 thru # 104783 dated 12/17/19 $ 406,189.81 Disbursements via debits to checking account dated 12/9/19 thru 12/13/19 $ 610,141.61 Checks #104785 thru # 104849 dated 12/24/19 $ 682,816.44 Disbursements via debits to checking account dated 12/16/19 thru 12/20/19 $ 386,028.26 Checks #104850 thru # 104876 dated12/26/19 thru 12/31/19 $ 439,014.55 Disbursements via debits to checking account dated 12/23/19 thru 12/27/19 $ 736,808.00 Checks # 104877 thru # 104906 dated 12/30/19 thru 01/07/20 $ 341,784.47 Disbursements via debits to checking account dated12/30/19 thru 01/03/20 $ 5,248,668.93 Total Accounts Payable PAYROLL $ 614,329.29 Payroll Checks and Direct Deposits dated 12/13/19 $ 2,665.94 Payroll Deduction check # 99104020 thru # 99104023 dated 12/13/19 $ 614,157.27 Payroll Checks and Direct Deposits dated 12/27/19 $ 3,117.11 Payroll Deduction check # 99104037 thru # 99104040 dated 12/27/19 $ 1,234,269.61 Total Payroll $ 6,482,938.54 GRAND TOTAL Attached is a detailed listing of these claims. Please call me at 651-249-2902 if you have any questions on the attached listing. This will allow me to check the supporting documentation on file if necessary. Attachments G1 Packet Page Number 37 of 452 Check Register City of Maplewood 12/05/2019 G1, Attachment Check Date Vendor Description Amount 104734 12/10/2019 05114 BOLTON & MEN K, INC. PROJ 19-22 CO RD B & ARCADE 44,411.36 104735 12/10/2019 00211 BRAUN INTERTEC CORP. PROJ 18-01 FERNDALE-IVY STREET IMP 6,219.50 12/10/2019 00211 BRAUN INTERTEC CORP. ASBESTOS TESTING - PW BOILER ROOM 780.60 104736 12/10/2019 00585 GOPHER STATE ONE -CALL NET BILLABLE TICKETS - NOVEMBER 333.45 104737 12/10/2019 02728 KIMLEY-HORN & ASSOCIATES INC PROJ 19-28 WAKEFIELD -WEIR GATE 5,766.39 12/10/2019 02728 KIMLEY-HORN & ASSOCIATES INC PROJ 19-10 MCCLELLAND ST IMPROV 4,449.35 12/10/2019 02728 KIMLEY-HORN & ASSOCIATES INC PROJ 18-04 WAKEFIELD CONST 3,497.37 104738 12/10/2019 01160 NEWMAN SIGNS, INC. PROJ 18-01 FERNDALE-IVY STREET IMP 847.59 104739 12/10/2019 01574 T A SCHIFSKY & SONS, INC BITUMINOUS MATERIALS- 324.67 104740 12/10/2019 04845 TENNIS SANITATION LLC RECYCLING FEE -NOV/CITY WIDE RECY 44,722.73 104741 12/10/2019 05187 WHITE BEAR AREA CHAMBER OF COMME HOLIDAY GALA TABLE 680.00 104742 12/10/2019 00309 COMMISSIONER OF TRANSPORTATION PROJ 16-18 TESTING & INSPECTIONS 124.02 104743 12/10/2019 00003 ESCROW REFUND ESCROW HG ENTERPRISE -2226 CRAIG PL 1,152.81 104744 12/10/2019 05313 GRAPHIC DESIGN, INC. ENVELOPES FOR PW & CD 1,668.00 104745 12/10/2019 04982 HILDI, INC. ACTUARIAL VALUATION GASB75 2,565.00 104746 12/10/2019 01083 M D R A DUES FOR DEPUTY #149 MAPLEWOOD 800.00 104747 12/10/2019 05356 NORTH SUBURBAN ACCESS CORP WEBSTREAMING SRVS - OCTOBER 2,327.12 104748 12/10/2019 01510 PIONEER PRESS NEWSPAPER SUBSCRIPTION 52WEEKS 587.05 104749 12/10/2019 00396 MN DEPT OF PUBLIC SAFETY TRANSFER TITLE FORFEITED VEHICLE 37.00 104750 12/10/2019 01836 ST PAUL, CITY OF STREET LIGHT REPAIR - TOENJES 261.00 104751 12/10/2019 01550 SUMMIT INSPECTIONS ELECTRICAL INSPECTIONS - NOVEMBER 4,758.40 104752 12/10/2019 05546 TACTICAL PRODUCTS & SRVS INC RIFLE PLATES (BODY ARMOR) 3,600.00 104753 12/10/2019 05291 VEIT & COMPANY, INC. PROJ 16-18 GLADSTONE CORRIDOR IMP 606,758.31 20 Checks in this report. Packet Page Number 38 of 452 CITY OF MAPLEWOOD Disbursements via Debits to Checking account Settlement Date Payee 12/2/2019 MN Dept of Natural Resources 12/2/2019 US Bank VISA One Card* 12/2/2019 Delta Dental 12/2/2019 Empower - State Plan 12/2/2019 ICMA (Vantagepointe) 12/3/2019 MN State Treasurer 12/4/2019 MN State Treasurer 12/5/2019 MN State Treasurer 12/6/2019 MN State Treasurer 12/6/2019 MN Dept of Natural Resources Description DNR electronic licenses Purchasing card items Dental Premium Deferred Compensation Retiree Health Savings Drivers License/Deputy Registrar Drivers License/Deputy Registrar Drivers License/Deputy Registrar Drivers License/Deputy Registrar DNR electronic licenses *Detailed listing of VISA purchases is attached. G1, Attachment Amount 376.50 36,863.87 2,592.99 26,721.00 2,520.00 99,772.97 98,279.53 51,380.70 96,111.41 579.00 415,197.97 Packet Page Number 39 of 452 G1, Attachment Transaction Date Posting Date Merchant Name Transaction Amount Name 11/08/2019 11/11/2019 MINNESOTA MASONIC HE $470.00 JOSHUA ABRAHAM 11/14/2019 11/15/2019 TARGET 00011858 $70.86 JOSHUA ABRAHAM 11/19/2019 11/20/2019 SAMS CLUB #6309 $118.50 JOSHUA ABRAHAM 11/21/2019 11/22/2019 TARGET 00011858 $77.25 JOSHUA ABRAHAM 11/08/2019 11/11/2019 ST PAUL STAMP WORKS INC $54.30 REGAN BEGGS 11/20/2019 11/21/2019 B&H PHOTO 800-606-6969 $111.12 CHAD BERGO 11/19/2019 11/21/2019 AXON $697.94 BRIAN BIERDEMAN 11/19/2019 11/20/2019 AMZN MKTP US"872EP5DO3 $97.38 NEIL BRENEMAN 11/13/2019 11/14/2019 SQ *DAVIS LOCK AND SAFE $98.91 TROY BRINK 11/08/2019 11/11/2019 MNSU, MANKATO CDC $85.00 DANIEL BUSACK 11/12/2019 11/13/2019 DAIRY QUEEN #11239 $62.26 DANIEL BUSACK 11/14/2019 11/15/2019 GRAFIX SHOPPE $65.00 DANIEL BUSACK 11/19/2019 11/20/2019 PANERA BREAD #601305 P $13.29 DANIEL BUSACK 11/20/2019 11/21/2019 DUNKIN #358007 $12.87 DANIEL BUSACK 11/07/2019 11/11/2019 MENARDS OAKDALE MN $102.47 JOHN CAPISTRANT 11/08/2019 11/11/2019 VIKING ELECTRIC -CREDIT DE $72.36 SCOTT CHRISTENSON 11/13/2019 11/14/2019 CINTAS 60A SAP $83.91 SCOTT CHRISTENSON 11/20/2019 11/21/2019 CINTAS 60A SAP $65.19 SCOTT CHRISTENSON 11/20/2019 11/22/2019 DEPARTMENT OF LABOR AND 1 $10.00 SCOTT CHRISTENSON 11/21/2019 11/22/2019 GALLUP INC $3,381.85 MELINDA COLEMAN 11/08/2019 11/11/2019 INT'L ASSOC OF FIRE CH $290.00 SHAWN CONWAY 11/13/2019 11/15/2019 ANIMAL EMERGENCY AND R $100.00 KERRY CROTTY 11/15/2019 11/18/2019 PANERA BREAD #601305 $56.64 KERRY CROTTY 11/16/2019 11/18/2019 O'REILLY AUTO PARTS 2074 $26.64 THOMAS DABRUZZI 11/20/2019 11/21/2019 CUMMINS INC - E4 $242.65 THOMAS DABRUZZI 11/12/2019 11/14/2019 THE HOME DEPOT#2801 $32.94 TOM DOUGLASS 11/17/2019 11/18/2019 GRAINGER $16.40 TOM DOUGLASS 11/21/2019 11/22/2019 NATIONAL TACTICAL OFFICE $100.00 MICHAEL DUGAS 11/14/2019 11/15/2019 CINTAS 60A SAP $18.75 CASSIE FISHER 11/18/2019 11/19/2019 MINNESOTA CHIEFS OF POLIC $387.00 CASSIE FISHER 11/19/2019 11/20/2019 MICHAELS STORES 2744 $9.13 CASSIE FISHER 11/19/2019 11/20/2019 MICHAELS STORES 2744 $8.85 CASSIE FISHER 11/10/2019 11/11/2019 AT&T"BILL PAYMENT $31.25 MYCHAL FOWLDS 11/13/2019 11/14/2019 WEB"NETWORKSOLUTIONS $5.99 MYCHAL FOWLDS 11/13/2019 11/15/2019 WERNER ELECTRIC VENTURES ($747.33) MYCHAL FOWLDS 11/15/2019 11/18/2019 CDW GOVT #VST3972 $886.61 MYCHAL FOWLDS 11/16/2019 11/18/2019 LOFFLER COMPANIES, INC $1,699.83 MYCHAL FOWLDS 11/16/2019 11/18/2019 LOFFLER COMPANIES, INC $1,574.37 MYCHAL FOWLDS 11/16/2019 11/18/2019 LOFFLER COMPANIES, INC $849.44 MYCHAL FOWLDS 11/17/2019 11/18/2019 COMCAST CABLE COMM $4.50 MYCHAL FOWLDS 11/19/2019 11/19/2019 PITNEY BOWES PI $150.00 MYCHAL FOWLDS 11/20/2019 11/21/2019 CAN"CANONFINANCIAL CFS $331.57 MYCHAL FOWLDS 11/20/2019 11/21/2019 CAN"CANONFINANCIAL CFS $1,270.57 MYCHAL FOWLDS 11/21/2019 11/21/2019 LOFFLER COMPANIES, INC $523.00 MYCHAL FOWLDS 11/21/2019 11/21/2019 LOFFLER COMPANIES, INC $303.40 MYCHAL FOWLDS 11/21/2019 11/22/2019 HYDROCAD SOFTWARE SOLUTIO $264.00 MYCHAL FOWLDS 11/14/2019 11/14/2019 AMZN MKTP US"356GC1L93 AM $15.98 NICK FRANZEN 11/14/2019 11/15/2019 AMZN MKTP US"HY6SH5HU3 AM $15.98 NICK FRANZEN 11/14/2019 11/15/2019 AMZN MKTP US"TD51W9CQ3 AM $141.67 NICK FRANZEN 11/14/2019 11/15/2019 AMZN MKTP US"Y911M81F3 $38.25 NICK FRANZEN 11/20/2019 11/21/2019 CDW GOVT #VTZ6521 $1,282.45 NICK FRANZEN 11/11/2019 11/12/2019 AMZN MKTP US*P06W966W3 AM $17.98 CAROLE GERNES 11/09/2019 11/11/2019 IDU"INSIGHT PUBLIC SEC $460.78 ALEX GERONSIN 11/20/2019 11/21/2019 ABLE HOSE $249.44 MARK HAAG 11/21/2019 11/22/2019 ABLE HOSE $25.32 MARK HAAG 11/15/2019 11/19/2019 VERSA-LOK OAKDALE $55.90 TAMARA HAYS Packet Page Number 40 of 452 G1, Attachment 11/18/2019 11/20/2019 MENARDS OAKDALE MN $39.80 TAMARA HAYS 11/19/2019 11/21/2019 MENARDS OAKDALE MN $33.99 TAMARA HAYS 11/20/2019 11/22/2019 MENARDS OAKDALE MN $15.61 TAMARA HAYS 11/21/2019 11/22/2019 TST" TONO PIZZERIA + CHEE $85.64 JENNY HENDRICKS 11/13/2019 11/14/2019 MERSC $175.00 LINDSAY HERZOG 11/08/2019 11/11/2019 MILLS FLEET FARM 2700 $29.98 GARY HINNENKAMP 11/21/2019 11/22/2019 GRUBER'S POWER EQUIPMENT $20.48 GARY HINNENKAMP 11/18/2019 11/20/2019 THE HOME DEPOT#2801 ($9.51) ANN HUTCHINSON 11/18/2019 11/20/2019 THE HOME DEPOT#2801 $9.57 ANN HUTCHINSON 11/19/2019 11/20/2019 PETSMART # 0461 $2.64 ANN HUTCHINSON 11/14/2019 11/18/2019 THE HOME DEPOT#2801 $47.75 DAVID JAHN 11/16/2019 11/18/2019 KIRBYBUILT ($300.00) DAVID JAHN 11/21/2019 11/22/2019 GE APPLIANCE PARTS #115 $132.13 DAVID JAHN 11/14/2019 11/15/2019 AMZN MKTP US"VX5DF7AB3 AM $32.41 MEGHAN JANASZAK 11/19/2019 11/20/2019 AMZN MKTP US"X14F13DB3 AM $27.80 MEGHAN JANASZAK 11/20/2019 11/21/2019 FEDEX 778149327266 $16.64 KEVIN JOHNSON 11/12/2019 11/14/2019 CHILI S GRILL & BAR 305 $138.45 LOIS KNUTSON 11/13/2019 11/14/2019 ST PAUL AREA CHAMBER OF C $10.00 LOIS KNUTSON 11/16/2019 11/18/2019 ST PAUL AREA CHAMBER OF C ($10.00) LOIS KNUTSON 11/11/2019 11/13/2019 MENARDS MAPLEWOOD MN $13.94 ERIC KUBAT 11/19/2019 11/21/2019 MENARDS MAPLEWOOD MN $9.98 ERIC KUBAT 11/13/2019 11/13/2019 FEDEX FREIGHT INC $140.00 JASON KUCHENMEISTER 11/14/2019 11/18/2019 OFFICE DEPOT#1090 $61.55 CHING LO 11/12/2019 11/13/2019 BEST BUY MHT 00000109 $70.82 STEVE LUKIN 11/14/2019 11/15/2019 ASPEN MILLS $93.00 STEVE LUKIN 11/14/2019 11/15/2019 ASPEN MILLS $56.85 STEVE LUKIN 11/21/2019 11/22/2019 MAS MODERN MARKETING $446.99 STEVE LUKIN 11/07/2019 11/11/2019 UNION DEPOT $7.00 MIKE MARTIN 11/08/2019 11/11/2019 EVEREST EMERGENCY VEHICLE $2,225.35 MICHAEL MONDOR 11/12/2019 11/13/2019 ELEARNING AMERICAN HEART $132.00 MICHAEL MONDOR 11/15/2019 11/18/2019 FISDAP $147.00 MICHAEL MONDOR 11/15/2019 11/18/2019 FISDAP $147.00 MICHAEL MONDOR 11/15/2019 11/18/2019 MPLS CONV CTR RAMP $15.00 MICHAEL MONDOR 11/08/2019 11/11/2019 CINTAS 60A SAP $73.95 BRYAN NAGEL 11/12/2019 11/14/2019 MENARDS OAKDALE MN $134.35 JOHN NAUGHTON 11/13/2019 11/15/2019 MENARDS OAKDALE MN $75.12 JOHN NAUGHTON 11/13/2019 11/15/2019 THE HOME DEPOT#2801 $51.88 JOHN NAUGHTON 11/15/2019 11/18/2019 THE HOME DEPOT#2801 $45.98 JOHN NAUGHTON 11/18/2019 11/20/2019 VERSA-LOK OAKDALE $27.95 JOHN NAUGHTON 11/19/2019 11/21/2019 THE HOME DEPOT#2801 $59.94 JOHN NAUGHTON 11/20/2019 11/21/2019 FRATTALLONES WOODBURY AC $147.92 JOHN NAUGHTON 11/18/2019 11/20/2019 AXON $160.80 MICHAEL NYE 11/08/2019 11/11/2019 MINNESOTA GOVERNMENT FIN $15.00 ELLEN PAULSETH 11/14/2019 11/14/2019 INT'L CODE COUNCIL INC $274.50 DAVE PETERSON 11/15/2019 11/15/2019 INT'L CODE COUNCIL INC $90.70 DAVE PETERSON 11/11/2019 11/13/2019 BOUND TREE MEDICAL LLC $1,283.30 KENNETH POWERS 11/13/2019 11/15/2019 BOUND TREE MEDICAL LLC $45.40 KENNETH POWERS 11/18/2019 11/20/2019 BOUND TREE MEDICAL LLC $101.80 KENNETH POWERS 11/20/2019 11/22/2019 BOUND TREE MEDICAL LLC $910.86 KENNETH POWERS 11/08/2019 11/11/2019 0391-AUTOPLUS $421.16 STEVEN PRIEM 11/08/2019 11/11/2019 AN FORD WHITE BEAR LAK $1,739.18 STEVEN PRIEM 11/12/2019 11/13/2019 0391-AUTOPLUS ($33.09) STEVEN PRIEM 11/13/2019 11/14/2019 AN FORD WHITE BEAR LAK $139.21 STEVEN PRIEM 11/14/2019 11/15/2019 FACTORY MTR PTS #19 $184.73 STEVEN PRIEM 11/14/2019 11/18/2019 NUSS TRUCK GROUP INC $434.08 STEVEN PRIEM 11/15/2019 11/18/2019 KATH FUEL OFFICE $1,373.65 STEVEN PRIEM 11/15/2019 11/18/2019 0391-AUTOPLUS $163.52 STEVEN PRIEM Packet Page Number 41 of 452 G1, Attachment 11/15/2019 11/18/2019 AN FORD WHITE BEAR LAK $744.49 STEVEN PRIEM 11/18/2019 11/19/2019 FACTORY MTR PTS #19 $21.18 STEVEN PRIEM 11/18/2019 11/20/2019 THE HOME DEPOT#2801 $6.03 STEVEN PRIEM 11/19/2019 11/20/2019 FRONTIER HASTINGS 010102 $45.99 STEVEN PRIEM 11/19/2019 11/20/2019 RESTORATION AND REPA $185.00 STEVEN PRIEM 11/19/2019 11/20/2019 ZARNOTH BRUSH WORKS INC $482.00 STEVEN PRIEM 11/20/2019 11/22/2019 METRO PRODUCTS INC $234.32 STEVEN PRIEM 11/21/2019 11/22/2019 TOWMASTER $169.00 STEVEN PRIEM 11/21/2019 11/22/2019 FRONTIER HASTINGS 010102 $403.50 STEVEN PRIEM 11/21/2019 11/22/2019 FACTORY MTR PTS #19 $45.50 STEVEN PRIEM 11/21/2019 11/22/2019 WALSER POLAR CHEVROLET $120.26 STEVEN PRIEM 11/21/2019 11/22/2019 AN FORD WHITE BEAR LAK $133.67 STEVEN PRIEM 11/21/2019 11/22/2019 TRUCK UTILITIES INC ST PA $14.85 STEVEN PRIEM 11/18/2019 11/19/2019 PIONEER PRESS ADV $2,150.00 TERRIE RAMEAUX 11/20/2019 11/21/2019 THE STAR TRIBUNE ONLINE $510.00 TERRIE RAMEAUX 11/10/2019 11/11/2019 AMZN MKTP US"SQ7338O03 AM $193.26 MICHAEL RENNER 11/11/2019 11/11/2019 AMAZON.COM"A43BL15133 $84.71 MICHAEL RENNER 11/09/2019 11/11/2019 EIG"CONSTANTCONTACT.COM $65.00 AUDRA ROBBINS 11/13/2019 11/14/2019 TARGET 00011858 $7.52 AUDRA ROBBINS 11/13/2019 11/14/2019 MICHAELS STORES 2744 $20.94 AUDRA ROBBINS 11/14/2019 11/15/2019 CUB FOODS, INC. $17.71 AUDRA ROBBINS 11/21/2019 11/22/2019 CINTAS 60A SAP $53.30 AUDRA ROBBINS 11/15/2019 11/18/2019 TRI-STATE BOBCAT $67.01 ROBERT RUNNING 11/21/2019 11/22/2019 STATE SUPPLY $29.04 ROBERT RUNNING 11/21/2019 11/22/2019 ABLE HOSE $238.20 ROBERT RUNNING 11/21/2019 11/22/2019 FRATTALLONES WOODBURY AC $14.99 JASON SAKRY 11/13/2019 11/14/2019 CINTAS 60A SAP $86.70 SCOTT SCHULTZ 11/13/2019 11/14/2019 CINTAS 60A SAP $12.63 SCOTT SCHULTZ 11/13/2019 11/14/2019 CINTAS 60A SAP $45.72 SCOTT SCHULTZ 11/13/2019 11/14/2019 CINTAS 60A SAP $27.86 SCOTT SCHULTZ 11/20/2019 11/21/2019 CINTAS 60A SAP $114.06 SCOTT SCHULTZ 11/20/2019 11/21/2019 CINTAS 60A SAP $12.63 SCOTT SCHULTZ 11/20/2019 11/21/2019 CINTAS 60A SAP $31.32 SCOTT SCHULTZ 11/20/2019 11/21/2019 CINTAS 60A SAP $27.86 SCOTT SCHULTZ 11/15/2019 11/18/2019 PLAZA RAMP 8069 $14.00 JOE SHEERAN 11/19/2019 11/19/2019 FACEBK 74Q68RSBC2 $17.59 JOE SHEERAN 11/12/2019 11/13/2019 EMERGENCY AUTO TECH $217.80 MICHAEL SHORTREED 11/13/2019 11/14/2019 IN "RICE STREET CAR WASH $94.50 MICHAEL SHORTREED 11/14/2019 11/15/2019 LITTLE VENETIAN $12.50 MICHAEL SHORTREED 11/20/2019 11/21/2019 TST" TONO PIZZERIA + CHEE $86.95 MICHAEL SHORTREED 11/20/2019 11/21/2019 MINNESOTA CHIEFS OF POLIC $157.00 MICHAEL SHORTREED 11/20/2019 11/22/2019 #4210 ORACLE / AT&T $12.48 MICHAEL SHORTREED 11/15/2019 11/18/2019 GALLS $107.97 JOSEPH STEINER 11/15/2019 11/18/2019 SQ "VALLEY TROPHY, $83.05 PAUL THIENES 11/15/2019 11/18/2019 CUB FOODS #1599 $29.65 JEFF THOMSON 11/16/2019 11/18/2019 STARBUCKS STORE 57157 $38.55 JEFF THOMSON 11/16/2019 11/18/2019 NONNA ROSA'S $194.22 JEFF THOMSON 11/19/2019 11/20/2019 PAYPAL "FRSHWTR SOC $24.95 KAREN WACHAL 11/20/2019 11/22/2019 BOUND TREE MEDICAL LLC $879.25 ERIC ZAPPA $36,863.87 Packet Page Number 42 of 452 Check Register City of Maplewood 12/13/2019 G1, Attachment Check Date Vendor Description Amount 104754 12/17/2019 00211 BRAUN INTERTEC CORP. PROJ 18-27 MNDOT TESTING 1,512.00 104755 12/17/2019 01949 GARY L FISCHLER & ASSOC PA CANDIDATE SCREENING 1,300.00 104756 12/17/2019 05598 KELLY & LEMMONS, P.A. PROSECUTION SERVICES - NOVEMBER 16,250.00 12/17/2019 05598 KELLY & LEMMONS, P.A. REMACKEL ABATEMENT INJUNCTION 1,020.00 104757 12/17/2019 05311 WILLIE MCCRAY YOUTH BASKETBALL REFEREES 12/07 330.00 104758 12/17/2019 04316 CITY OF MINNEAPOLIS RECEIVABLES WORKFORCE DIRECTOR - 3RD QTR 2019 2,065.00 12/17/2019 04316 CITY OF MINNEAPOLIS RECEIVABLES AUTO PAWN SYSTEM - OCT-ADDL AUG 630.00 104759 12/17/2019 01886 ROSENBAUER MINNESOTA, LLC FINAL PMT - PUMPER TRUCK 377,512.00 104760 12/17/2019 01546 SUBURBAN SPORTSWEAR YOUTH BBALL JERSEYS 2,962.00 104761 12/17/2019 01574 T A SCHIFSKY & SONS, INC PROJ 18-01 FERNDALE-IVY PMT#9 28,086.28 104762 12/17/2019 04808 ALADTEC, INC. SCHEDULING PROGRAM FEES 2,715.00 104763 12/17/2019 05559 APPRIZE TECHNOLOGY SOLUTIONS ONLINE BENEFITS ADMIN FEE- DEC 353.50 104764 12/17/2019 02624 CARGILL INCORPORATED TREATED ROAD SALT- 5,532.00 12/17/2019 02624 CARGILL INCORPORATED TREATED ROAD SALT- 4,198.67 104765 12/17/2019 05203 DANCE & ENTERTAINMENT, LLC BALLROOM DANCE INSTRUCTION 393.75 104766 12/17/2019 05283 EMERGENCY RESPONSE SOLUTIONS NOZZLES 2,805.23 12/17/2019 05283 EMERGENCY RESPONSE SOLUTIONS SCBA REPAIRS 67.10 104767 12/17/2019 00003 ESCROW REFUND ESCROW -MATT BIRK 731 CRESTVIEW 3,507.16 104768 12/17/2019 05322 KARL STORZ C -MAC REPAIRS 1,008.00 104769 12/17/2019 06071 DANIEL KUGLER REFEREE FOR FALL SOCCER 20.00 104770 12/17/2019 00846 LANGUAGE LINE SERVICES PD PHONE -BASED INTERPRETIVE SRVS 330.40 104771 12/17/2019 04783 MHSRC/RANGE DRIVING CLASS FEE FOR 4 1,080.00 104772 12/17/2019 04318 MILLER EXCAVATING, INC. DISPOSAL OF LEAVES 150.50 104773 12/17/2019 00150 PAUL BAERTSCHI SUBSCRIPTION - MN POLICE BRIEFS 155.00 104774 12/17/2019 01261 PHYSIO -CONTROL, INC. EMS REPORTING SOFTWARE - NOV 882.00 104775 12/17/2019 00396 MN DEPT OF PUBLIC SAFETY FORFEITURE VEHICLES FOR POLICE DEPT 222.00 104776 12/17/2019 01340 REGIONS HOSPITAL MEDICAL SUPPLIES 695.18 12/17/2019 01340 REGIONS HOSPITAL MEDICAL SUPPLIES 558.54 104777 12/17/2019 05861 SHELLEY RICE YOUTH SOCCER REFEREE ASSIGNMENT 198.00 104778 12/17/2019 02001 CITY OF ROSEVILLE VIRTUAL SERVERS & DATA STORAGE 31,047.00 12/17/2019 02001 CITY OF ROSEVILLE PHONE SERVICE - NOVEMBER 2,380.00 12/17/2019 02001 CITY OF ROSEVILLE IT SUPPORT SERVICES - NOVEMBER 431.00 104779 12/17/2019 01836 ST PAUL, CITY OF ANIMAL BOARDING SRVS - JULY -OCT 2,527.78 104780 12/17/2019 01565 SWEEPER SERVICES PARTS FOR STREET SWEEPER 52.90 104781 12/17/2019 05528 TOSHIBA FINANCIAL SERVICES (2) CONTRACT 7950665-011 190.95 12/17/2019 05528 TOSHIBA FINANCIAL SERVICES (2) CONTRACT 7950665-004 183.91 12/17/2019 05528 TOSHIBA FINANCIAL SERVICES (2) CONTRACT 7950665-005 183.91 12/17/2019 05528 TOSHIBA FINANCIAL SERVICES (2) CONTRACT 7950665-013 180.37 12/17/2019 05528 TOSHIBA FINANCIAL SERVICES (2) CONTRACT 7950665-012 102.57 12/17/2019 05528 TOSHIBA FINANCIAL SERVICES (2) CONTRACT 7950665-010 86.40 104782 12/17/2019 05663 TRANS UNION LLC PRE-EMPOLYMENT CREDIT CK SRVS 50.00 104783 12/17/2019 02742 WASHINGTON COUNTY SHERIFF'S FIELD SOBRIETY TESTING TRAINING 60.00 30 Checks in this report. 494.016.10 Packet Page Number 43 of 452 CITY OF MAPLEWOOD Disbursements via Debits to Checking account Settlement Date Payee 12/9/2019 MN State Treasurer 12/10/2019 MN State Treasurer 12/11/2019 MN State Treasurer 12/12/2019 MN State Treasurer 12/13/2019 MN State Treasurer 12/13/2019 US Bank VISA One Card* 12/13/2019 Optum Health 12/13/2019 MN Dept of Natural Resources Description Drivers License/Deputy Registrar Drivers License/Deputy Registrar Drivers License/Deputy Registrar Drivers License/Deputy Registrar Drivers License/Deputy Registrar Purchasing card items DCRP & Flex plan payments DNR electronic licenses *Detailed listing of VISA purchases is attached. Packet Page Number 44 of 452 G1, Attachment Amount 58,171.25 49,554.49 78,608.90 103,117.15 87,910.30 27,960.75 473.87 393.10 406,189.81 Transaction Date Posting Date Merchant Name 11/22/2019 11/25/2019 CUB FOODS #1599 11/22/2019 11/25/2019 CUB FOODS #1599 11/22/2019 11/25/2019 MICHAELS MAPLEWOOD BAKERY 11/26/2019 11/27/2019 MN RECREATION AND PARK A 12/05/2019 12/06/2019 PP"DAYTRIPPERS 11/22/2019 11/25/2019 OFFICE DEPOT#1090 11/22/2019 11/25/2019 OFFICE DEPOT#1079 11/22/2019 11/25/2019 OFFICE DEPOT#1080 11/22/2019 11/25/2019 GENERAL CREDIT FORMS INC 11/27/2019 11/29/2019 SMM COMPUTER EDUCATION 11/30/2019 12/02/2019 FACEBK 8MRZDLEGN2 12/02/2019 12/03/2019 NATIONAL FEDERATION OF ST 12/05/2019 12/06/2019 UNIVERSAL ATHLETIC EDINA 11/27/2019 12/03/2019 BCA TRAINING EDUCATION 11/22/2019 11/25/2019 THE HOME DEPOT#2801 11/22/2019 11/25/2019 CI NTAS 60A SAP 11/26/2019 11/27/2019 CI NTAS 60A SAP 12/02/2019 12/04/2019 DEPARTMENT OF LABOR AND 1 12/03/2019 12/05/2019 DEPARTMENT OF LABOR AND 1 12/03/2019 12/05/2019 DEPARTMENT OF LABOR AND 1 12/04/2019 12/05/2019 VIKING ELECTRIC -CREDIT DE 12/04/2019 12/05/2019 CINTAS 60A SAP 12/05/2019 12/06/2019 VIKING ELECTRIC -DIST CTR 11/26/2019 11/27/2019 IN "ENVUE TELEMATICS LLC 11/26/2019 11/29/2019 MENARDS MAPLEWOOD MN 12/01/2019 12/02/2019 MILLS FLEET FARM 2700 11/22/2019 11/25/2019 CI NTAS 60A SAP 11/27/2019 11/29/2019 CI NTAS 60A SAP 11/21/2019 11/25/2019 U.S.INTERNET CORP 11/23/2019 11/25/2019 COMCAST CABLE COMM 11/25/2019 11/26/2019 VRSN DOTGOVREGISTRATION 12/03/2019 12/03/2019 LOFFLER COMPANIES, INC 11/25/2019 11/26/2019 AMZN MKTP US 11/25/2019 11/26/2019 BESTBUYCOM805663828018 11/26/2019 11/27/2019 AMZN MKTP US"XG6X94KY3 AM 11/28/2019 11/29/2019 CDW GOVT#VXC7902 12/03/2019 12/04/2019 PDQCOM 12/03/2019 12/04/2019 SAFARI BKS ONLINE -FLOW 11/21/2019 11/25/2019 VIKING INDUSTRIAL CENTER 12/03/2019 12/05/2019 THE HOME DEPOT 2801 11/22/2019 11/25/2019 KNOWLAN'S MARKET#2 11/28/2019 11/29/2019 CI NTAS 60A SAP 11/28/2019 11/29/2019 GE APPLIANCE PARTS #115 11/25/2019 11/27/2019 OFFICE DEPOT#1090 11/25/2019 11/27/2019 OFFICE DEPOT#1090 12/03/2019 12/04/2019 BATTERIES PLUS - #0031 11/25/2019 11/26/2019 PANERA BREAD #601305 11/25/2019 11/26/2019 PANERA BREAD #601305 11/25/2019 11/26/2019 CUB FOODS #1599 12/02/2019 12/03/2019 I NTERNATI ON 12/02/2019 12/03/2019 KRYTERION WEBASSESSOR 12/03/2019 12/04/2019 SHRED -IT USA LLC 11/24/2019 11/26/2019 MENARDS MAPLEWOOD MN 11/27/2019 11/27/2019 ULINE "SHIP SUPPLIES 11/27/2019 11/29/2019 PEAVEY CORP. 12/05/2019 12/05/2019 AMZN MKTP US"YE7WQ29W3 G1, Attachment Transaction Amount Name $3.58 JOSHUA ABRAHAM $8.57 JOSHUA ABRAHAM $19.80 JOSHUA ABRAHAM $100.00 JOSHUA ABRAHAM $397.50 JOSHUA ABRAHAM $56.01 REGAN BEGGS $5.09 REGAN BEGGS $8.69 REGAN BEGGS $122.68 REGAN BEGGS ($134.00) REGAN BEGGS $44.82 NEIL BRENEMAN $21.11 NEIL BRENEMAN $400.00 NEIL BRENEMAN ($250.00) DANIEL BUSACK $40.86 SCOTT CHRISTENSON $19.42 SCOTT CHRISTENSON $84.39 SCOTT CHRISTENSON $40.00 SCOTT CHRISTENSON $30.00 SCOTT CHRISTENSON $20.00 SCOTT CHRISTENSON $93.42 SCOTT CHRISTENSON $65.19 SCOTT CHRISTENSON $64.68 SCOTT CHRISTENSON $676.00 KERRY CROTTY $2.96 THOMAS DABRUZZI $78.64 THOMAS DABRUZZI $25.00 CASSIE FISHER $18.75 CASSIE FISHER $394.00 MYCHAL FOWLDS $143.10 MYCHAL FOWLDS $400.00 MYCHAL FOWLDS $151.13 MYCHAL FOWLDS ($19.99) NICK FRANZEN $24.69 NICK FRANZEN $35.94 NICK FRANZEN $17.19 NICK FRANZEN $1,350.00 NICK FRANZEN $199.00 NICK FRANZEN $262.34 TAMARA HAYS $93.86 TAMARA HAYS $11.77 ANN HUTCHINSON $38.33 ANN HUTCHINSON ($9.64) DAVID JAHN $79.19 MEGHAN JANASZAK $129.51 MEGHAN JANASZAK $34.40 KEVIN JOHNSON $22.10 LOIS KNUTSON $156.83 LOIS KNUTSON $14.44 LOIS KNUTSON $960.00 LOIS KNUTSON $75.00 LOIS KNUTSON $48.26 LOIS KNUTSON $31.46 ERIC KUBAT $131.51 JASON KUCHENMEISTER $69.35 JASON KUCHENMEISTER $49.29 JASON KUCHENMEISTER Packet Page Number 45 of 452 G1, Attachment 11/23/2019 11/25/2019 GALCO INTERNATIONAL, L $151.15 DAVID KVAM 11/22/2019 11/25/2019 KWI K TRIP 41500004150 $26.01 STEVE LUKIN 11/22/2019 11/25/2019 BUFFALO WILD WINGS 0355 $117.76 STEVE LUKIN 11/26/2019 11/27/2019 ASPEN MILLS $56.95 STEVE LUKIN 11/27/2019 11/29/2019 MINNOCO $27.06 STEVE LUKIN 11/30/2019 12/02/2019 AMAZON PRIME $13.95 STEVE LUKIN 11/30/2019 12/02/2019 AI RGAS USA, LLC $21.85 STEVE LUKIN 11/30/2019 12/02/2019 AI RGAS USA, LLC $21.85 STEVE LUKIN 12/02/2019 12/03/2019 AIRGAS USA, LLC ($21.85) STEVE LUKIN 12/02/2019 12/03/2019 GRUBER'S POWER EQUIPMENT $15.82 STEVE LUKIN 12/03/2019 12/04/2019 CULVERS OF ST CLOUD $34.40 STEVE LUKIN 12/03/2019 12/04/2019 COMCAST CABLE COMM $2.24 STEVE LUKIN 12/04/2019 12/05/2019 RED WING SHOE #727 $246.98 BRENT MEISSNER 12/04/2019 12/06/2019 THE HOME DEPOT #2801 $147.00 BRENT MEISSNER 12/04/2019 12/06/2019 THE HOME DEPOT #2801 $6.98 BRENT MEISSNER 11/22/2019 11/25/2019 BOUND TREE MEDICAL LLC $23.40 MICHAEL MONDOR 11/23/2019 11/25/2019 CINTAS 60A SAP $73.95 BRYAN NAGEL 12/03/2019 12/05/2019 MENARDS OAKDALE MN $39.43 JOHN NAUGHTON 11/27/2019 11/29/2019 COVERT TRACK GROUP INC $88.00 MICHAEL NYE 12/05/2019 12/06/2019 BCA TRAINING EDUCATION $75.00 MICHAEL NYE 11/27/2019 11/29/2019 MY BINDING COM $103.62 ELLEN PAULSETH 12/05/2019 12/06/2019 GOVERNMENT FINANCE OFFIC $575.00 ELLEN PAULSETH 11/29/2019 12/02/2019 HEALTH CARE LOGISTICS $607.67 KENNETH POWERS 12/02/2019 12/04/2019 BOUND TREE MEDICAL LLC $1,421.70 KENNETH POWERS 12/03/2019 12/05/2019 BOUND TREE MEDICAL LLC $37.20 KENNETH POWERS 11/21/2019 11/25/2019 WHEELCO BRAKE &SUPPLY $5.12 STEVEN PRIEM 11/22/2019 11/25/2019 0391-AUTOPLUS $213.04 STEVEN PRIEM 11/22/2019 11/25/2019 0391-AUTOPLUS $168.35 STEVEN PRIEM 11/22/2019 11/25/2019 ZIEGLER INC COLUMBUS $70.48 STEVEN PRIEM 11/22/2019 11/25/2019 TRUCK UTILITIES INC ST PA $218.43 STEVEN PRIEM 11/22/2019 11/25/2019 TRI-STATE BOBCAT $316.84 STEVEN PRIEM 11/26/2019 11/29/2019 WHEELCO BRAKE &SUPPLY $138.32 STEVEN PRIEM 11/29/2019 12/02/2019 0391-AUTOPLUS $738.60 STEVEN PRIEM 12/03/2019 12/04/2019 0391-AUTOPLUS $666.38 STEVEN PRIEM 12/03/2019 12/05/2019 AN FORD WHITE BEAR LAK $192.12 STEVEN PRIEM 12/04/2019 12/05/2019 AN FORD WHITE BEAR LAK ($133.67) STEVEN PRIEM 12/04/2019 12/05/2019 0391-AUTOPLUS $14.00 STEVEN PRIEM 12/04/2019 12/06/2019 AN FORD WHITE BEAR LAK $579.43 STEVEN PRIEM 12/05/2019 12/06/2019 MINNESOTA OCCUPATIONAL H $1,927.20 TERRIE RAMEAUX 12/04/2019 12/05/2019 CINTAS 60A SAP $53.30 AUDRA ROBBINS 12/04/2019 12/06/2019 FUN EXPRESS $55.45 AUDRA ROBBINS 12/05/2019 12/06/2019 AMERICAN PAYROLL ASSOC $249.00 JOSEPH RUEB 11/25/2019 11/26/2019 GRUBER'S POWER EQUIPMENT $26.81 ROBERT RUNNING 11/25/2019 11/26/2019 SHARROW LIFTING PRODUCTS $459.20 ROBERT RUNNING 11/25/2019 11/26/2019 TRI-STATE BOBCAT $19.62 ROBERT RUNNING 12/04/2019 12/06/2019 THE HOME DEPOT #2801 $22.80 ROBERT RUNNING 12/04/2019 12/06/2019 NORTHERN TOOL+EQUIP $33.96 ROBERT RUNNING 11/21/2019 11/25/2019 ON SITE SANITATION INC ($1,204.50) SCOTT SCHULTZ 11/23/2019 11/25/2019 CINTAS 60A SAP $292.95 SCOTT SCHULTZ 11/23/2019 11/25/2019 CINTAS 60A SAP $70.85 SCOTT SCHULTZ 11/25/2019 11/27/2019 SPOK INC $16.26 SCOTT SCHULTZ 11/26/2019 11/27/2019 CINTAS 60A SAP $89.71 SCOTT SCHULTZ 11/26/2019 11/27/2019 CINTAS 60A SAP $12.63 SCOTT SCHULTZ 11/26/2019 11/27/2019 CINTAS 60A SAP $12.85 SCOTT SCHULTZ 11/26/2019 11/27/2019 CINTAS 60A SAP $45.72 SCOTT SCHULTZ 11/27/2019 11/29/2019 RACO MFG AND ENG COMPANY $2,138.00 SCOTT SCHULTZ 11/29/2019 12/02/2019 ON SITE SANITATION INC $130.00 SCOTT SCHULTZ Packet Page Number 46 of 452 12/04/2019 12/05/2019 CINTAS 60A SAP 12/04/2019 12/05/2019 CINTAS 60A SAP 12/04/2019 12/05/2019 CINTAS 60A SAP 12/04/2019 12/05/2019 CINTAS 60A SAP 12/02/2019 12/04/2019 TARGET SOLUTION 12/03/2019 12/05/2019 STORCHAK CLEANERS 12/04/2019 12/05/2019 IN "LRG TECHNOLOGIES INC 11/25/2019 11/26/2019 AMZN MKTP US"IX5F977J3 AM 12/04/2019 12/05/2019 AMZN MKTP US AMZN.COM/BIL 11/23/2019 11/25/2019 GALLS 12/04/2019 12/05/2019 U OF M CONTLEARNING 12/03/2019 12/04/2019 RED WING SHOE #727 12/03/2019 12/04/2019 RED WING SHOE #727 11/23/2019 11/25/2019 OFFICEMAX/DEPOT 6164 11/25/2019 11/26/2019 PIONEER PRESS CIRC 12/05/2019 12/06/2019 USPS PO 2683380009 12/03/2019 12/05/2019 BOUND TREE MEDICAL LLC G1, Attachment $107.75 SCOTT SCHULTZ $12.63 SCOTT SCHULTZ $31.32 SCOTT SCHULTZ $12.85 SCOTT SCHULTZ $5,439.94 MICHAEL SHORTREED $104.20 MICHAEL SHORTREED $2,710.70 MICHAEL SHORTREED $28.98 ANDREA SINDT ($28.98) ANDREA SINDT ($107.97) JOSEPH STEINER $310.00 TYLER STRONG $253.20 DAVID SWAN $165.72 DAVID SWAN $24.57 PAUL THIENES $10.00 JEFF THOMSON $55.00 KAREN WACHAL $322.25 ERIC ZAPPA $27,960.75 Packet Page Number 47 of 452 12/20/2019 Check 104785 104786 104787 104788 104789 104790 104791 104792 104793 104794 104795 104796 104797 104798 104799 104800 104801 104802 104803 104804 104805 104806 104807 104808 104809 104810 104811 104812 104813 104814 104815 104816 104817 104818 104819 Date 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 12/24/2019 Vendor 05114 03067 00687 00687 02728 02728 02728 00393 05353 05353 05353 05311 01933 01202 02043 01819 01337 01337 01337 01337 01337 05488 01574 01574 01190 01190 01190 05013 05013 05761 05761 05761 04808 04419 01865 03486 06044 00309 01871 00372 06008 06059 00003 00003 03330 03538 06075 02137 02137 05533 05533 05533 05533 Packet Page Number 48 of 452 Check Register City of Maplewood BOLTON & MENK, INC. CRAIG RAPP LLC HUGO'S TREE CARE INC HUGO'S TREE CARE INC KIMLEY-HORN & ASSOCIATES INC KIMLEY-HORN & ASSOCIATES INC KIMLEY-HORN & ASSOCIATES INC MN DEPT OF LABOR & INDUSTRY MANSFIELD OIL CO MANSFIELD OIL CO MANSFIELD OIL CO WILLIE MCCRAY MUNICIPAL CODE CORP NYSTROM PUBLISHING CO INC OVERHEAD DOOR COMPANY PAETEC/WINDSTREAM RAMSEY COUNTY -PROP REC & REV RAMSEY COUNTY -PROP REC & REV RAMSEY COUNTY -PROP REC & REV RAMSEY COUNTY -PROP REC & REV RAMSEY COUNTY -PROP REC & REV SUN LIFE FINANCIAL T A SCHIFSKY & SONS, INC T A SCHIFSKY & SONS, INC XCELENERGY XCELENERGY XCELENERGY YALE MECHANICAL LLC YALE MECHANICAL LLC YMCA YMCA YMCA ALADTEC, INC. LOUISEA. BEAMAN DON BOWMAN BUBERL BLACK DIRT INC CARDINAL INVESTIGATIONS COMMISSIONER OF TRANSPORTATION KENNETH COOPER DALCO DIVE RESCUE INTERNATIONAL, INC ANDREW ELLIS ESCROW REFUND ESCROW REFUND HOISINGTON KOEGLER GROUP INC PATRICK JAMES HUBBARD JOELKADEN KENNEDY & GRAVEN CHARTERED KENNEDY & GRAVEN CHARTERED KIRVIDA FIRE KIRVIDA FIRE KIRVIDA FIRE KIRVIDA FIRE G1, Attachment Description GIS ASSSISTANCE - NEW PROJECTS SPEAKER FOR LEAD ACADEMY EVENT TREE REMOVAL - 1718 EDGERTON TREE REMOVAL - 2213 PAYNE AVE PROJ 16-18 GLADSTONE PHASE 3 PROJ 18-04 WAKEFIELD CONST PROJ 19-10 MCCLELLAND ST IMPROV MONTHLY SURTAX - NOV 1230352019 CONTRACT GASOLINE - DECEMBER CONTRACT DIESEL - DECEMBER CONTRACT DIESEL - DECEMBER YOUTH BASKETBALL REFEREES 12/14 ADMIN SUPPORT FEE 12/1/19-11/30/20 MAPLEWOOD LIVING - DECEMBER DOOR REPAIRS LOCAL PHONE SERVICE 11/15 - 12/14 911 DISPATCH SERVICES -NOVEMBER CAD SERVICES - NOVEMBER FLEET SUPPORT FEES - NOVEMBER FLEET SUPPORT FEES - NOVEMBER GARBAGE DISPOSAL -HOMELESS CAMPS PREMIUM - LIFE,LTD - DECEMBER RECYCLED BASE-VALLEYVIEW REPAIR BITUMINOUS MATERIALS - ELECTRIC & GAS UTILITY ELECTRIC & GAS UTILITY ELECTRIC & GAS UTILITY HVAC MAINT - NORTH FS #3 HVAC MAINT - SOUTH FS MCCIMPROVEMENTS SPLASH BASH B -DAY PARTY GIVEAWAY COFFEE - STRATEGIC PLANNING EVENT CUSTOMIZATION -EXCEL TEMPLATE VOLLEYBALL REFEREE 11/06 - 12/13 VOLLEYBALL ASSIGNMENTS 11/06 - 12/13 DISPOSAL OF FALL SWEEPING LEAVES EMPLOYMENT BACKGROUND CHECK PROJ 16-18 TESTING & INSPECTIONS VOLLEYBALL REFEREE 11/06 - 12/13 COMPOSTABLE SUPPLIES -CITY EVENT ICE RESCUE ITEMS VOLLEYBALL REFEREE 11/06 - 12/13 ESCROW-LINN CO 2146 WHITE BEAR AVE ESCROW-NORDEAST-1756 PROSPERITY ZONING ORDINANCE UPDATE VOLLEYBALL REFEREE 11/06 - 12/13 YOUTH BASEBALL CLINIC INSTRUCTION ATTORNEYFEES- NOVEMBER ATTORNEY FEES - CABLE MATTERS REPAIRS TO ENGINE #313 REPAIRS TO ENGINE #323 REPAIRS TO ENGINE #313 REPAIRS TO ENGINE #315 Amount 4,170.00 2,000.00 800.00 450.00 55,936.68 2,714.37 1,521.10 4,071.86 8,860.45 4,036.80 1,737.38 275.00 450.00 7,046.44 508.90 594.49 33,192.96 6,803.43 627.12 321.36 441.82 6,508.07 85.41 65.66 3,851.20 2,679.58 222.68 530.95 274.95 82,622.08 177.16 171.80 500.00 162.00 876.00 1,113.00 1,776.69 585.68 810.00 501.73 5,067.20 378.00 23,365.54 57.00 1,815.00 729.00 100.00 7,859.70 17.50 1,231.71 964.73 955.53 156.98 G1, Attachment 104820 12/24/2019 00827 L M C I T WORK COMP QTR JAN -MAR 2020 175,804.00 12/24/2019 00827 L M C I T INSURANCE PREMIUM JAN -MARCH 2020 56,938.00 104821 12/24/2019 06000 LAKERIDGE ELECTRIC, LLC EXTERIOR WALL PACK INSTALLED NC 500.00 104822 12/24/2019 05840 MAKE THE MOVE TRAINING, LLC FIRE TRAINING - JULY - NOVEMBER 5,600.00 104823 12/24/2019 06074 MARSARS WATER RESCUE SYS, INC ICE RESCUE SLED 1,406.49 104824 12/24/2019 05965 LYDIA MESA VOLLEYBALL REFEREE 11/06 - 12/13 243.00 104825 12/24/2019 00986 METROPOLITAN COUNCIL MONTHLY SAC - NOVEMBER 17,320.45 104826 12/24/2019 05838 MINNESOTA BENEFIT ASSOCIATION MONTHLY PREMIUM 420.95 104827 12/24/2019 01175 CITY OF NORTH ST PAUL MONTHLY UTILITIES - NOVEMBER 3,494.88 12/24/2019 01175 CITY OF NORTH ST PAUL FIBER OPTIC ACCESS CHG - DECEMBER 1,000.00 104828 12/24/2019 05356 NORTH SUBURBAN ACCESS CORP WEBSTREAMING SRVS - NOVEMBER 2,152.40 104829 12/24/2019 06073 OCEANID WATER RESCUE CRAFT ICE RESCUE ITEMS 5,025.00 104830 12/24/2019 05601 ALEC PEROZA V -BALL CLINIC INSTRUCTION - FALL 630.00 104831 12/24/2019 05964 STANLEY J PETERSON VOLLEYBALL REFEREE 11/06 - 12/13 243.00 104832 12/24/2019 02010 RAMSEY CO ATTORNEY'S OFFICE PROCEEDS FROM FORFEITURE 20% 20.60 104833 12/24/2019 04432 EUGENE E. RICHARDSON VOLLEYBALL REFEREE 11/06 - 12/13 486.00 104834 12/24/2019 02001 CITY OF ROSEVILLE PHONE SERVICE - DECEMBER 2,380.00 12/24/2019 02001 CITY OF ROSEVILLE IT SUPPORT SERVICES - DECEMBER 431.00 104835 12/24/2019 02663 CARL SAARION VOLLEYBALL REFEREE 11/06 - 12/13 81.00 104836 12/24/2019 05976 SAFE -FAST, INC. SAFETY CHAINSAW CHAPS 236.50 104837 12/24/2019 05120 RICH SCHELL VOLLEYBALL REFEREE 11/06 - 12/13 324.00 104838 12/24/2019 05498 RICHARD A. SCHMIDT VOLLEYBALL REFEREE 11/06 - 12/13 81.00 104839 12/24/2019 04256 SHI INTERNATIONAL CORP SHAREPOINT ONLINE SUBSCRIPTION 9,519.30 12/24/2019 04256 SHI INTERNATIONAL CORP OFFICE 365 G1 SUBSCRIPTION 1,775.00 104840 12/24/2019 01836 ST PAUL, CITY OF RADIO MAINT & SRVS - NOVEMBER 45.00 104841 12/24/2019 04440 STATE TREASURER'S OFFICE PROCEEDS FROM FORFEITURE 10.30 104842 12/24/2019 01578 T R F SUPPLY CO. ICE MELT FOR CITY CAMPUS 1,366.10 104843 12/24/2019 06076 TENVOORDE FORD, INC. POLICE VEHICLE PDSUV2708 35,868.56 104844 12/24/2019 05449 TOSHIBA BUSINESS SOLUTIONS FINAL PMT FOR FINANCE TOSHIBA 351.39 104845 12/24/2019 01649 TRI-STATE BOBCAT, INC. BRUSHCAT RENTAL FOR POND CLEANING 1,400.00 104846 12/24/2019 01699 UNIVERSITY OF MINNESOTA COURSE REGISTRATION -BOB R/TROY B 250.00 104847 12/24/2019 05994 VISION33 INC. ACCELA IMPLEMENTATION ASSIST 1,560.00 104848 12/24/2019 04577 SANDRA JEAN WEBER VOLLEYBALL REFEREE 11/06 - 12/13 324.00 104849 12/24/2019 05771 PETER ZWACH VOLLEYBALL REFEREE 11/06 - 12/13 81.00 610.141.61 65 Checks in this report. Packet Page Number 49 of 452 CITY OF MAPLEWOOD Disbursements via Debits to Checking account Settlement Date Payee 12/16/2019 MN State Treasurer 12/16/2019 ICMA (Vantagepointe) 12/16/2019 Labor Unions 12/16/2019 U.S. Treasurer 12/16/2019 P. E. R. A. 12/16/2019 MN State Treasurer 12/16/2019 MidAmerica - ING 12/17/2019 MN State Treasurer 12/17/2019 Empower - State Plan 12/18/2019 MN State Treasurer 12/19/2019 MN State Treasurer 12/19/2019 MN Dept of Revenue 12/19/2019 MN Dept of Revenue 12/20/2019 MN State Treasurer 12/20/2019 MN Dept of Natural Resources 12/20/2019 Optum Health Packet Page Number 50 of 452 Description Drivers License/Deputy Registrar Deferred Compensation Union Dues Federal Payroll Tax P. E. R. A. State Payroll Tax HRA Flex plan Drivers License/Deputy Registrar Deferred Compensation Drivers License/Deputy Registrar Drivers License/Deputy Registrar Fuel Tax Sales Tax Drivers License/Deputy Registrar DNR electronic licenses DCRP & Flex plan payments G1, Attachment Amount 78,438.42 8,099.00 2,346.22 110,991.80 131,894.91 27,563.38 20,572.94 37,033.91 26,862.00 85,566.05 38,038.46 440.90 342.00 112,427.29 1,782.50 416.66 682,816.44 Check Register City of Maplewood 12/27/2019 G1, Attachment Check Date Vendor Description Amount 104850 12/26/2019 00052 ADVANCED GRAPHIX INC GRAPHICS FOR 2019 FIRE TRUCK 3,494.00 104851 12/26/2019 00100 ANCOM COMMUNICATIONS INC HEAD SETS FOR 2019 FIRE TRUCK 6,425.00 104852 12/26/2019 00755 JEFFERSON FIRE & SAFETY INC 2019 FIRE TRUCK 12,436.61 104853 12/31/2019 02506 HUNT ELECTRIC CORP HOIST INSPECTION -MECHANICS SHOP 488.00 104854 12/31/2019 05353 MANSFIELD OIL CO ADD'L DIESEL FUEL- DEC 4,800.96 104855 12/31/2019 05311 WILLIE MCCRAY YOUTH BASKETBALL REFEREES 12/21 220.00 104856 12/31/2019 00985 METROPOLITAN COUNCIL WASTEWATER - JANUARY 297,410.22 104857 12/31/2019 01941 PATRICKTROPHIES PLAQUE-YTH SCHOLARSHIP DONATION 29.99 104858 12/31/2019 01409 S E H PROJ 19-33 PED CROSSING POLICY 2,838.66 104859 12/31/2019 04252 TOWMASTER, INC. PLOW WING PARTS UNIT 532,536 & 539 6,583.96 104860 12/31/2019 01190 XCEL ENERGY ELECTRIC & GAS UTILITY 6,080.60 104861 12/31/2019 05761 YMCA EMPLOYEE MEMBERSHIPS - NOVEMBER 1,154.00 12/31/2019 05761 YMCA EMPLOYEE MEMBERSHIPS - OCTOBER 1,101.00 104862 12/31/2019 04047 ASHLAND PRODUCTIONS LIGHT/SOUND FOR DANCE RECITAL 200.00 104863 12/31/2019 04848 AVESIS MONTHLY PREMIUM - JANUARY 357.98 104864 12/31/2019 05972 BHE COMMUNITY SOLAR, LLC COMMUNITY SOLAR GARDEN -SEPT 7,117.51 12/31/2019 05972 BHE COMMUNITY SOLAR, LLC COMMUNITY SOLAR GARDEN -OCTOBER 5,457.63 104865 12/31/2019 05786 COLONIAL LIFE PROCESSING CTR MONTHLY PREMIUM BCN:E4677316-DEC 371.26 104866 12/31/2019 06008 DIVE RESCUE INTERNATIONAL, INC WATER RESCUE TOOLS 1,363.30 104867 12/31/2019 05283 EMERGENCY RESPONSE SOLUTIONS FIRE FIGHTING BOOT 505.38 104868 12/31/2019 00003 ESCROW REFUND ESCROW DIST DESIGN - 2224 WOODLYN 3,555.59 104869 12/31/2019 05996 GREAT AMERICAN MARINE LIGHTING FOR THE BOAT 79.98 104870 12/31/2019 05533 KIRVIDA FIRE REPAIRS TO ENGINE #325 5,040.50 12/31/2019 05533 KIRVIDA FIRE REPAIRS TO ENGINE #325 2,450.13 12/31/2019 05533 KIRVIDA FIRE REPAIRS TO ENGINE #325 1,164.67 12/31/2019 05533 KIRVIDA FIRE REPAIRS TO ENGINE #325 1,120.88 104871 12/31/2019 00936 MAPLEWOOD AREA CIVICPLUS DEPT HEADER HOSTING 2,000.00 104872 12/31/2019 00001 ONE TIME VENDOR REFUND Z WANG - MASSAGE LIC AP 224.00 104873 12/31/2019 00001 ONE TIME VENDOR REFUNDLCHAPA-BAIERL - TRANS MEDIC 50.00 104874 12/31/2019 05939 SHERMAN ASSOCIATES, INC 2018 REIMB REC FEE OVEPMT 1957E 6,964.18 104875 12/31/2019 05546 TACTICAL PRODUCTS & SRVS INC RIFLE PLATES FOR OFFICER BAKKE 660.00 104876 12/31/2019 06077 WOLD ARCHITECTS & ENGINEERS NEW STATION STUDY 4,282.27 ')00'U/0./0 27 Checks in this report. Packet Page Number 51 of 452 CITY OF MAPLEWOOD Disbursements via Debits to Checking account Settlement Date Payee 12/23/2019 MN State Treasurer 12/24/2019 MN State Treasurer 12/26/2019 MN State Treasurer 12/27/2019 MN State Treasurer 12/27/2019 ICMA (Vantagepointe) 12/27/2019 Labor Unions 12/27/2019 U.S. Treasurer 12/27/2019 P. E. R. A. 12/27/2019 MN State Treasurer 12/27/2019 MidAmerica - ING 12/27/2019 Optum Health 12/27/2019 ICMA (Vantagepointe) Packet Page Number 52 of 452 Description Drivers License/Deputy Registrar Drivers License/Deputy Registrar Drivers License/Deputy Registrar Drivers License/Deputy Registrar Deferred Compensation Union Dues Federal Payroll Tax P. E. R. A. State Payroll Tax HRA Flex plan DCRP & Flex plan payments Retiree Health Savings G1, Attachment Amount 48,303.74 43,451.29 45,706.66 7,699.75 8,099.00 3,835.36 109,351.88 128,950.90 26,655.23 15,264.58 16.16 1,680.00 439,014.55 Check Register City of Maplewood 01/03/2020 G1, Attachment Check Date Vendor Description Amount 104877 12/30/2019 00755 JEFFERSON FIRE & SAFETY INC HOSE FOR 2019 FIRE TRUCK 1,324.60 104878 12/30/2019 05283 EMERGENCY RESPONSE SOLUTIONS MISC TOOLS/EQ FOR 2019 FIRE TRUCK 19,938.46 104879 01/07/2020 00585 GOPHER STATE ONE -CALL NET BILLABLE TICKETS - DECEMBER 171.45 104880 01/07/2020 02728 KIMLEY-HORN & ASSOCIATES INC PROJ 16-18 GLADSTONE PHASE 3 27,869.92 01/07/2020 02728 KIMLEY-HORN & ASSOCIATES INC PROJ 09-08 TH 61 & CR B PLAT 600.00 01/07/2020 02728 KIMLEY-HORN & ASSOCIATES INC PROJ 19-28 WAKEFIELD -WEIR GATE 583.00 104881 01/07/2020 04316 CITY OF MINNEAPOLIS RECEIVABLES AUTO PAWN SYSTEM - NOVEMBER 555.30 104882 01/07/2020 02696 MUSKA ELECTRIC CO REPAIRS AT STATION 1 4,390.73 01/07/2020 02696 MUSKA ELECTRIC CO REPAIRS AT STATION 1 670.83 104883 01/07/2020 01337 RAMSEY COUNTY -PROP REC & REV TRUTH IN TAXATION NOTICE 2019 2,857.69 104884 01/07/2020 01546 SUBURBAN SPORTSWEAR SENIOR HIGH BBALL SHIRTS 2,458.00 104885 01/07/2020 01574 T A SCHIFSKY & SONS, INC PROJ 17-18 FARRELL-FERN DALE PMT#22 22,449.95 01/07/2020 01574 T A SCHIFSKY & SONS, INC PROJ 18-27 MAILAND-CRESTVIEW PMT#8 8,665.43 104886 01/07/2020 04192 TRANS -MEDIC EMS BILLING - NOVEMBER 9,196.59 104887 01/07/2020 01190 XCEL ENERGY ELECTRIC UTILITY 13,144.56 01/07/2020 01190 XCEL ENERGY ELECTRIC UTILITY 1,128.53 01/07/2020 01190 XCEL ENERGY GAS UTILITY 307.55 01/07/2020 01190 XCEL ENERGY GAS UTILITY 139.57 01/07/2020 01190 XCEL ENERGY ELECTRIC UTILITY 62.17 01/07/2020 01190 XCEL ENERGY ELECTRIC UTILITY 50.29 01/07/2020 01190 XCEL ENERGY ELECTRIC UTILITY 17.55 104888 01/07/2020 05013 YALE MECHANICAL LLC HVAC MAINT - CENTRAL FS #2 671.95 104889 01/07/2020 05761 YMCA EMPLOYEE MEMBERSHIPS - DECEMBER 1,233.00 104890 01/07/2020 02880 ZAHL PETROLEUM MAINTENANCE CO REPLACE WEATHER GUARD -FUEL ISLAND 344.39 104891 01/07/2020 06078 BOND TRUST SERVICES CORP 2019A BOND PMT REF 333364 67,429.38 01/07/2020 06078 BOND TRUST SERVICES CORP 2019A PAYING AGENT FEE REF 53868 -PA 475.00 104892 01/07/2020 00036 CHARITABLE GAMBLING CHARITABLE GAMBLING -CHILD INC 1,330.00 104893 01/07/2020 00036 CHARITABLE GAMBLING CHARITABLE GAMBLING -N HIGH BAND 760.00 104894 01/07/2020 00755 JEFFERSON FIRE & SAFETY INC 2019 FIRE TRUCK ITEMS 29,765.60 01/07/2020 00755 JEFFERSON FIRE & SAFETY INC 2019 FIRE TRUCK ITEMS 12,527.58 104895 01/07/2020 00827 L M C I T INS EMTF 12/09/19-12/09/20 1,880.00 104896 01/07/2020 00857 LEAGUE OF MINNESOTA CITIES 2020 MCMA PROF DEV WORKSHOP 100.00 104897 01/07/2020 00532 MADDEN GALANTER HANSEN, LLP HR LEGAL FEES ARB & ADMIN - NOV 221.00 01/07/2020 00532 MADDEN GALANTER HANSEN, LLP HR LEGAL FEES LABOR REL - NOV 32.00 104898 01/07/2020 01044 MN FIRE SERVICE CERT BD FAO CERTIFICATION EXAMS 435.00 104899 01/07/2020 04807 NUSS TRUCK & EQUIPMENT 2019 DUMP BODY AND EQUIPMENT 140,301.00 104900 01/07/2020 00001 ONE TIME VENDOR REFUND J RUA-TORRES - TRANS MEDIC 50.00 104901 01/07/2020 00396 MN DEPT OF PUBLIC SAFETY TITLE FOR MARKED SQUAD 37.00 104902 01/07/2020 05888 RAPP STRATEGIES, INC. CONSULTANT FEES - NOVEMBER 494.46 104903 01/07/2020 00198 ST PAUL REGIONAL WATER SRVS WATER UTILITY 2,204.87 104904 01/07/2020 01578 T R F SUPPLY CO. MISC SUPPLIES 794.20 104905 01/07/2020 05842 MIKE TURNBULL FIRE MARSHAL SERVICES 09/18 - 09/30 600.00 104906 01/07/2020 05291 VEIT & COMPANY, INC. PROJ 16-18 GLADSTONE CORRIDOR IMP 358,539.40 30 Checks in this report. 736.808.00 Packet Page Number 53 of 452 CITY OF MAPLEWOOD Disbursements via Debits to Checking account Settlement Date Payee 12/30/2019 MN State Treasurer 12/30/2019 MN Dept of Natural Resources 12/30/2019 US Bank VISA One Card* 12/30/2019 Empower - State Plan 12/31/2019 MN State Treasurer 1/2/2020 MN State Treasurer 1/3/2020 MN State Treasurer 1/3/2020 Optum Health 1/3/2020 Delta Dental Description Drivers License/Deputy Registrar DNR electronic licenses Purchasing card items Deferred Compensation Drivers License/Deputy Registrar Drivers License/Deputy Registrar Drivers License/Deputy Registrar DCRP & Flex plan payments Dental Premium *Detailed listing of VISA purchases is attached. Packet Page Number 54 of 452 G1, Attachment Amount 77,302.43 1,219.00 62,516.81 27,066.00 83,032.63 41,792.41 41,238.67 3,235.26 4,381.26 341,784.47 Transaction Date Posting Date Merchant Name 12/12/2019 12/13/2019 PP"DAYTRIPPERS 12/12/2019 12/06/2019 12/09/2019 12/16/2019 12/10/2019 12/15/2019 12/17/2019 12/06/2019 12/09/2019 12/09/2019 12/05/2019 12/06/2019 12/12/2019 12/06/2019 12/09/2019 12/10/2019 12/10/2019 12/10/2019 12/11/2019 12/13/2019 12/16/2019 12/18/2019 12/16/2019 12/17/2019 12/17/2019 12/06/2019 12/16/2019 12/06/2019 12/06/2019 12/19/2019 12/18/2019 12/06/2019 12/13/2019 12/16/2019 12/19/2019 12/12/2019 12/16/2019 12/06/2019 12/12/2019 12/19/2019 12/06/2019 12/09/2019 12/11/2019 12/11/2019 12/11/2019 12/17/2019 12/19/2019 12/19/2019 12/13/2019 AMZN MKTP US"RT92B3OD3 12/09/2019 OFFICE DEPOT #1090 12/10/2019 VERITIV-MIDWEST 12/17/2019 PERFORATEDPAPER.COM 12/11/2019 DROPBOX"8V945K3C74YC 12/16/2019 AMZN MKTP US"MX8W01GK0 12/18/2019 B&H PHOTO 800-606-6969 12/09/2019 CUB FOODS #1599 12/10/2019 AMAZON.COM"UO44U06X3 AMZN 12/10/2019 TARGET 00020461 12/10/2019 FEDEX OFFICE 00000828 12/09/2019 RED WING SHOE #727 12/13/2019 COSTUMES PLUS 12/09/2019 THE HOME DEPOT 2801 12/11/2019 MUSKA ELECTRIC CO 12/11/2019 VIKING ELECTRIC -CREDIT DE 12/11/2019 VIKING ELECTRIC -CREDIT DE 12/16/2019 TWIN CITY FILTER SERVICE 12/12/2019 CINTAS 60A SAP 12/16/2019 THE HOME DEPOT #2801 12/17/2019 ACE SUPPLY CO., INC. 12/19/2019 CINTAS 60A SAP 12/17/2019 BACHMAN'S INC. - MAPLEWO 12/18/2019 SQ "FIX IT PHYSICAL 12/19/2019 JOES SPORTING GOODS 12/09/2019 OMNIFOCUS SUBSCRIPTION 12/18/2019 MENARDS MAPLEWOOD MN 12/09/2019 GALLS 12/09/2019 IN "ENVUE TELEMATICS LLC 12/20/2019 GALLS 12/19/2019 CANON SOLUTIONS AMER INC 12/09/2019 INTOXIMETERS INC 12/16/2019 BATTERIES PLUS - #0031 12/17/2019 SUREFIRE, LLC 12/20/2019 OPTICSPLANET, INC. 12/16/2019 DEPT OF AGRICULTURE 12/17/2019 U OF M CONTLEARNING 12/09/2019 CINTAS 60A SAP 12/13/2019 CINTAS 60A SAP 12/20/2019 CINTAS 60A SAP 12/09/2019 VZWRLSS"APOCC VISB 12/11/2019 GTS EDUCATIONAL EVENTS 12/12/2019 AT&T"BILL PAYMENT 12/12/2019 WEB"NETWORKSOLUTIONS 12/13/2019 I MPARK00200149U 12/17/2019 COMCAST CABLE COMM 12/20/2019 AMAZON. COM"JUOD05293 AMZN 12/20/2019 CAN"CANONFINANCIAL CFS Transaction Amount $278.25 $69.79 $57.55 $1,503.93 $62.01 $1,000.00 $63.13 $103.08 $8.02 $91.91 $22.71 $152.72 $290.98 $64.39 $81.94 $436.91 $217.80 $368.15 $75.18 $84.39 $17.49 $105.12 $65.19 $53.41 $98.00 $107.36 $99.99 $65.41 $2,827.80 $676.00 $44.50 $265.22 $210.00 $68.51 $319.98 $694.72 $10.22 $215.00 $37.50 $25.00 $18.75 $4,882.57 $375.00 $31.25 $5.99 $10.00 $4.50 $278.00 $331.57 G1, Attachment Name JOSHUA ABRAHAM JOSHUA ABRAHAM REGAN BEGGS REGAN BEGGS REGAN BEGGS CHAD BERGO CHAD BERGO CHAD BERGO BRIAN BIERDEMAN BRIAN BIERDEMAN OAKLEY BIESANZ NEIL BRENEMAN BRENT BUCKLEY JOHN CAPISTRANT SCOTT CHRISTENSON SCOTT CHRISTENSON SCOTT CHRISTENSON SCOTT CHRISTENSON SCOTT CHRISTENSON SCOTT CHRISTENSON SCOTT CHRISTENSON SCOTT CHRISTENSON SCOTT CHRISTENSON MELINDA COLEMAN MELINDA COLEMAN MELINDA COLEMAN SHAWN CONWAY SHAWN CONWAY KERRY CROTTY KERRY CROTTY KERRY CROTTY JOHN DUCHARME MICHAEL DUGAS MICHAEL DUGAS MICHAEL DUGAS MICHAEL DUGAS EMILY DUNLAP ANDREW ENGSTROM CASSIE FISHER CASSIE FISHER CASSIE FISHER MYCHAL FOWLDS MYCHAL FOWLDS MYCHAL FOWLDS MYCHAL FOWLDS MYCHAL FOWLDS MYCHAL FOWLDS MYCHAL FOWLDS MYCHAL FOWLDS 12/19/2019 12/20/2019 CAN"CANONFINANCIAL CFS $1,270.57 MYCHAL FOWLDS 12/19/2019 12/20/2019 MAILFINANCE $818.10 MYCHAL FOWLDS 12/07/2019 12/09/2019 APPLE.COM/US $79.00 NICK FRANZEN 12/09/2019 12/10/2019 AMAZON.COM"F71HZ3603 AMZN $29.10 NICK FRANZEN 12/11/2019 12/11/2019 APPLE.COM/US $1,049.00 NICK FRANZEN 12/18/2019 12/19/2019 BACKBLAZE $51.94 NICK FRANZEN 12/19/2019 12/20/2019 DIGICERT INC $414.00 NICK FRANZEN Packet Page Number 55 of 452 G1, Attachment 12/19/2019 12/20/2019 DIGICERT INC $414.00 NICK FRANZEN 12/18/2019 12/19/2019 AMZN MKTP US"343UW5Z63 $19.22 ALEX GERONSIN 12/06/2019 12/09/2019 MENARDS MAPLEWOOD MN $8.14 MARK HAAG 12/19/2019 12/20/2019 FERGUSON ENT, INC 1650 $16.53 GARY HINNENKAMP 12/09/2019 12/10/2019 SP " GENESIS EDUCATION $42.35 ANN HUTCHINSON 12/09/2019 12/11/2019 MENARDS OAKDALE MN $3.37 ANN HUTCHINSON 12/12/2019 12/13/2019 RAPTOR CENTER $64.37 ANN HUTCHINSON 12/18/2019 12/19/2019 MICHAELS STORES 5721 $30.52 ANN HUTCHINSON 12/09/2019 12/10/2019 DALCO ENTERPRISES $673.61 DAVID JAHN 12/11/2019 12/13/2019 MENARDS OAKDALE MN $6.96 DAVID JAHN 12/12/2019 12/13/2019 AMZN MKTP US"1B5K95SQ3 $28.00 DAVID JAHN 12/13/2019 12/16/2019 DALCO ENTERPRISES $264.52 DAVID JAHN 12/14/2019 12/16/2019 AMZN MKTP US"876824FL3 $22.30 MEGHAN JANASZAK 12/17/2019 12/18/2019 AMZN MKTP US"FA7NC4063 $58.66 MEGHAN JANASZAK 12/16/2019 12/18/2019 OFFICE DEPOT #1090 $51.18 ELIZABETH JOHNSON 12/09/2019 12/10/2019 BAMBU ASIAN CUISINE MAPL $119.72 LOIS KNUTSON 12/10/2019 12/11/2019 CVS/PHARMACY #01751 $6.85 LOIS KNUTSON 12/10/2019 12/11/2019 CUB FOODS #1599 $77.33 LOIS KNUTSON 12/10/2019 12/12/2019 OFFICE DEPOT #1090 $62.92 LOIS KNUTSON 12/11/2019 12/12/2019 CUB FOODS WOODBURY $6.42 LOIS KNUTSON 12/11/2019 12/16/2019 SAMSCLUB.COM $176.28 LOIS KNUTSON 12/12/2019 12/13/2019 TST" ACAPULCO MEXICAN RES $844.37 LOIS KNUTSON 12/13/2019 12/16/2019 KWIK TRIP 86900008698 $3.14 ERIC KUBAT 12/17/2019 12/18/2019 WWW.PEACHJAR.COM $225.00 GINA KUCHENMEISTER 12/06/2019 12/09/2019 TAB PRODUCTS CO LLC $74.00 JASON KUCHENMEISTER 12/07/2019 12/09/2019 AMZN MKTP US"EHOA26023 AM $156.37 JASON KUCHENMEISTER 12/14/2019 12/16/2019 MENARDS OAKDALE MN $13.16 JASON KUCHENMEISTER 12/06/2019 12/09/2019 THOMSON WEST"TCD $565.00 DAVID KVAM 12/13/2019 12/16/2019 EX "VORTEX OPTIC 49876 $146.61 DAVID KVAM 12/17/2019 12/18/2019 GALLS $128.09 DAVID KVAM 12/06/2019 12/09/2019 DALCO ENTERPRISES $316.97 CHING LO 12/12/2019 12/13/2019 MINNESOTA SOCIETY OF PROF $595.00 STEVE LOVE 12/09/2019 12/10/2019 AMAZON PRIME ($13.95) STEVE LUKIN 12/10/2019 12/11/2019 FROGGY'S FOG LLC $1,049.99 STEVE LUKIN 12/11/2019 12/12/2019 EMERGENCY APPARATUS MAINT $1,069.86 STEVE LUKIN 12/11/2019 12/12/2019 EMERGENCY APPARATUS MAINT $494.14 STEVE LUKIN 12/18/2019 12/19/2019 AIRGAS USA, LLC $228.91 STEVE LUKIN 12/18/2019 12/19/2019 AIRGAS USA, LLC $295.39 STEVE LUKIN 12/19/2019 12/20/2019 ASPEN MILLS $273.30 STEVE LUKIN 12/19/2019 12/20/2019 ASPEN MILLS $99.90 STEVE LUKIN 12/10/2019 12/11/2019 NAPA STORE 3279016 $83.88 BRENT MEISSNER 12/16/2019 12/17/2019 EVEREST EMERGENCY VEHICLE $198.75 MICHAEL MONDOR 12/17/2019 12/19/2019 BOUND TREE MEDICAL LLC $392.00 MICHAEL MONDOR 12/06/2019 12/09/2019 CINTAS 60A SAP $73.95 BRYAN NAGEL 12/06/2019 12/09/2019 MENARDS OAKDALE MN $75.00 JOHN NAUGHTON 12/14/2019 12/16/2019 AXON $192.95 MICHAEL NYE 12/16/2019 12/17/2019 AMZN MKTP US"L30DU1Z43 AM $3.57 MICHAEL NYE 12/19/2019 12/20/2019 AMZN MKTP US"539FG2RV3 AM $47.26 MICHAEL NYE 12/02/2019 12/09/2019 MY BINDING COM ($7.12) ELLEN PAULSETH 12/13/2019 12/16/2019 MY BINDING COM $16.60 ELLEN PAULSETH 12/19/2019 12/20/2019 MY BINDING COM $19.94 ELLEN PAULSETH 12/11/2019 12/12/2019 U OF M CONTLEARNING $1,530.00 DAVE PETERSON 12/06/2019 12/09/2019 BOUND TREE MEDICAL LLC $544.40 KENNETH POWERS 12/09/2019 12/10/2019 THE UPS STORE #2171 $32.68 KENNETH POWERS 12/09/2019 12/11/2019 BOUND TREE MEDICAL LLC $707.46 KENNETH POWERS 12/05/2019 12/09/2019 TERMINAL SUPPLY TROY 1 $190.64 STEVEN PRIEM 12/06/2019 12/09/2019 FASTENAL COMPANY 01MNT11 $15.05 STEVEN PRIEM Packet Page Number 56 of 452 G1, Attachment 12/06/2019 12/09/2019 TURFWERKS - DAVIS EQUIP $235.91 STEVEN PRIEM 12/06/2019 12/09/2019 0391-AUTOPLUS $8.40 STEVEN PRIEM 12/06/2019 12/09/2019 0391-AUTOPLUS $1,074.78 STEVEN PRIEM 12/06/2019 12/09/2019 0391-AUTOPLUS $40.56 STEVEN PRIEM 12/07/2019 12/09/2019 AN FORD WHITE BEAR LAK $1,371.63 STEVEN PRIEM 12/09/2019 12/10/2019 POMP S TIRE #021 $2,415.48 STEVEN PRIEM 12/11/2019 12/12/2019 CRYSTEEL TRUCK EQUIPMENT $442.32 STEVEN PRIEM 12/11/2019 12/12/2019 TRI-STATE BOBCAT $215.47 STEVEN PRIEM 12/11/2019 12/13/2019 BOYER FORD TRUCKS $70.61 STEVEN PRIEM 12/11/2019 12/13/2019 METRO PRODUCTS INC $73.59 STEVEN PRIEM 12/11/2019 12/13/2019 H AND L MESABI COMPANY $367.04 STEVEN PRIEM 12/12/2019 12/13/2019 SAFELITE ONLINE PAYMENTS $39.95 STEVEN PRIEM 12/12/2019 12/16/2019 WHEELCO BRAKE &SUPPLY $32.34 STEVEN PRIEM 12/13/2019 12/16/2019 INTERSTATE POWERSYSTEM ($229.86) STEVEN PRIEM 12/13/2019 12/16/2019 INTERSTATE POWERSYSTEM $347.92 STEVEN PRIEM 12/13/2019 12/16/2019 0391-AUTOPLUS $128.00 STEVEN PRIEM 12/16/2019 12/17/2019 0391-AUTOPLUS $35.38 STEVEN PRIEM 12/16/2019 12/18/2019 WHEELCO BRAKE &SUPPLY $15.00 STEVEN PRIEM 12/16/2019 12/18/2019 AN FORD WHITE BEAR LAK $158.07 STEVEN PRIEM 12/17/2019 12/18/2019 CARPENTERS SMALL ENG $4.28 STEVEN PRIEM 12/17/2019 12/19/2019 AN FORD WHITE BEAR LAK ($72.61) STEVEN PRIEM 12/18/2019 12/19/2019 0391-AUTOPLUS $68.28 STEVEN PRIEM 12/18/2019 12/19/2019 TRI-STATE BOBCAT $61.65 STEVEN PRIEM 12/05/2019 12/09/2019 SECRETARY OF STATE $120.00 TERRIE RAMEAUX 12/13/2019 12/16/2019 PIONEER PRESS ADV $1,660.00 TERRIE RAMEAUX 12/09/2019 12/10/2019 AMZN MKTP US"9DOOS55D3 AM $7.51 AUDRA ROBBINS 12/09/2019 12/10/2019 AMZN MKTP US"UA8L48BP3 $29.96 AUDRA ROBBINS 12/09/2019 12/10/2019 EIG"CONSTANTCONTACT.COM $65.00 AUDRA ROBBINS 12/12/2019 12/13/2019 TARGET 00011858 $58.41 AUDRA ROBBINS 12/12/2019 12/13/2019 CUB FOODS #1599 $12.82 AUDRA ROBBINS 12/12/2019 12/13/2019 DOLLAR TREE $57.98 AUDRA ROBBINS 12/13/2019 12/16/2019 FUN EXPRESS ($9.95) AUDRA ROBBINS 12/16/2019 12/18/2019 FUN EXPRESS ($45.50) AUDRA ROBBINS 12/18/2019 12/19/2019 CINTAS 60A SAP $53.30 AUDRA ROBBINS 12/10/2019 12/11/2019 CUB FOODS #1599 $2,250.00 JOSEPH RUEB 12/10/2019 12/11/2019 CUB FOODS #1599 $2,100.00 JOSEPH RUEB 12/10/2019 12/11/2019 MINNESOTA GOVERNMENT FIN $30.00 JOSEPH RUEB 12/10/2019 12/11/2019 MINNESOTA GOVERNMENT FIN $15.00 JOSEPH RUEB 12/13/2019 12/16/2019 TARGET 00011858 $900.00 JOSEPH RUEB 12/13/2019 12/16/2019 TARGET 00011858 $900.00 JOSEPH RUEB 12/13/2019 12/16/2019 TARGET 00011858 $900.00 JOSEPH RUEB 12/13/2019 12/16/2019 CUB FOODS #1599 $300.00 JOSEPH RUEB 12/13/2019 12/16/2019 CUB FOODS #1599 $225.00 JOSEPH RUEB 12/11/2019 12/12/2019 SHARROW LIFTING PRODUCTS ($55.07) ROBERT RUNNING 12/16/2019 12/18/2019 THE HOME DEPOT #2801 $72.71 ROBERT RUNNING 12/06/2019 12/09/2019 MENARDS MAPLEWOOD MN $32.30 JASON SAKRY 12/19/2019 12/20/2019 PIONEER PRESS ADV $118.25 DEB SCHMIDT 12/11/2019 12/12/2019 CINTAS 60A SAP $95.68 SCOTT SCHULTZ 12/11/2019 12/12/2019 CINTAS 60A SAP $37.08 SCOTT SCHULTZ 12/11/2019 12/12/2019 CINTAS 60A SAP $12.63 SCOTT SCHULTZ 12/11/2019 12/12/2019 CINTAS 60A SAP $12.85 SCOTT SCHULTZ 12/18/2019 12/19/2019 CINTAS 60A SAP $95.68 SCOTT SCHULTZ 12/18/2019 12/19/2019 CINTAS 60A SAP $49.56 SCOTT SCHULTZ 12/18/2019 12/19/2019 CINTAS 60A SAP $12.85 SCOTT SCHULTZ 12/18/2019 12/19/2019 CINTAS 60A SAP $12.63 SCOTT SCHULTZ 12/11/2019 12/13/2019 OFFICE DEPOT#1090 $52.41 STEPHANIE SHEA 12/17/2019 12/18/2019 AMZN MKTP US"5N8VE11G3 $51.17 JOE SHEERAN Packet Page Number 57 of 452 G1, Attachment 12/06/2019 12/09/2019 GREAT RIVER OFFICE PRODUC $1,893.15 MICHAEL SHORTREED 12/12/2019 12/13/2019 STOP STICK LTD $1,040.90 MICHAEL SHORTREED 12/12/2019 12/13/2019 LITTLE VENETIAN $24.99 MICHAEL SHORTREED 12/12/2019 12/16/2019 SPARTAN PROMOTIONAL GROU $650.87 MICHAEL SHORTREED 12/13/2019 12/16/2019 LUCKYGUNNER.COM $2,296.17 MICHAEL SHORTREED 12/17/2019 12/19/2019 SUBURBAN AUTO BODY $3,962.65 MICHAEL SHORTREED 12/06/2019 12/09/2019 MENARDS MAPLEWOOD MN $39.59 TODD TEVLIN 12/07/2019 12/09/2019 OFFICEMAX/DEPOT 6164 $19.86 PAUL THIENES 12/08/2019 12/09/2019 CUB FOODS #1599 $19.46 PAUL THIENES 12/09/2019 12/10/2019 OLIVE GARDEN 0021200 $444.22 PAUL THIENES 12/11/2019 12/16/2019 WORLDPOINT ECC INCORPORAT $165.00 PAUL THIENES 12/13/2019 12/16/2019 GALLS $158.08 PAUL THIENES 12/16/2019 12/17/2019 TARGET 00021352 $5.76 PAUL THIENES 12/16/2019 12/17/2019 CUB FOODS - OAKDALE $197.59 PAUL THIENES 12/17/2019 12/18/2019 PANERA BREAD #601305 $50.85 PAUL THIENES 12/17/2019 12/19/2019 OLIVE GARDEN 0021200 $276.59 PAUL THIENES 12/05/2019 12/09/2019 OFFICEMAX/DEPOT 6337 $19.78 KAREN WACHAL 12/06/2019 12/09/2019 OFFICE DEPOT #1090 $15.16 KAREN WACHAL 12/12/2019 12/16/2019 OFFICE DEPOT #1090 $11.19 KAREN WACHAL 12/11/2019 12/12/2019 MILLS FLEET FARM 2700 $279.31 JEFF WILBER 12/18/2019 12/19/2019 RED WING SHOE #727 $287.08 JEFF WILBER $62,516.81 Packet Page Number 58 of 452 G1, Attachment CITY OF MAPLEWOOD EMPLOYEE GROSS EARNINGS REPORT FOR THE CURRENT PAY PERIOD Exp Reimb, Severance, Conversion CHECK # CHECK DATE EMPLOYEE NAME AMOUNT incl in Amount 12/13/19 ABRAMS, MARYLEE 537.68 12/13/19 JUENEMANN, KATHLEEN 473.60 12/13/19 KNUTSON, WILLIAM 473.60 12/13/19 NEBLETT, SYLVIA 473.60 12/13/19 SMITH, BRYAN 473.60 12/13/19 COLEMAN, MELINDA 6,636.01 12/13/19 KNUTSON, LOIS 3,216.44 12/13/19 SABLE, MICHAEL 5,220.20 12/13/19 CHRISTENSON, SCOTT 2,326.65 12/13/19 DOUGLASS, TOM 2,779.94 12/13/19 JAHN, DAVID 2,737.69 12/13/19 HERZOG, LINDSAY 2,233.50 12/13/19 RAMEAUX, THERESE 3,657.77 12/13/19 ANDERSON, CAROLE 1,388.94 12/13/19 DEBILZAN, JUDY 2,516.89 12/13/19 OSWALD, BRENDA 2,641.19 12/13/19 PAULSETH, ELLEN 5,787.85 12/13/19 RUEB, JOSEPH 4,312.79 12/13/19 ARNOLD, AJLA 2,226.83 12/13/19 BEGGS, REGAN 2,248.99 12/13/19 COLE, DEBORAH 3,618.95 12/13/19 EVANS, CHRISTINE 2,253.60 12/13/19 LARSON, MICHELLE 907.71 12/13/19 SINDT, ANDREA 3,647.03 12/13/19 HANSON, MELISSA 2,002.29 12/13/19 HOCKBEIN, JUDY 1,014.47 12/13/19 KRAMER, PATRICIA 1,381.35 12/13/19 MOY, PAMELA 2,082.02 12/13/19 OLSON, THOMAS 1,717.60 12/13/19 OSTER, ANDREA 2,268.50 12/13/19 RICHTER, CHARLENE 1,788.11 12/13/19 VITT, JULIANNE 645.13 12/13/19 WEAVER, KRISTINE 3,398.17 12/13/19 WINKELMAN, JULIA 901.74 12/13/19 ABEL, CLINT 3,625.96 12/13/19 ALDRIDGE, MARK 4,060.10 12/13/19 BAKKE, LONN 3,910.36 12/13/19 BELDE, STANLEY 3,846.01 12/13/19 BENJAMIN, MARKESE 3,484.91 12/13/19 BERG, TERESA 331.02 12/13/19 BERGERON, ASHLEY 3,126.50 12/13/19 BIERDEMAN, BRIAN 4,646.27 12/13/19 BURT-MCGREGOR, EMILY 3,190.76 12/13/19 BUSACK, DANIEL 4,646.27 12/13/19 COLEMAN, ALEXANDRA 2,593.95 12/13/19 CONDON, MITCHELL 2,593.95 12/13/19 CROTTY, KERRY 4,700.02 12/13/19 DEMULLING, JOSEPH 4,812.47 12/13/19 DUGAS, MICHAEL 5,970.97 12/13/19 FISHER, CASSANDRA 2,572.24 1.97 148.54 101.50 27.90 Packet Page Number 59 of 452 12/13/19 FORSYTHE, MARCUS 1,221.51 12/13/19 FRITZE, DEREK 4,252.24 12/13/19 GABRIEL, ANTHONY 4,401.47 12/13/19 HAWKINSON JR, TIMOTHY 3,534.91 12/13/19 HENDRICKS, JENNIFER 2,000.00 12/13/19 HER, PHENG 3,635.61 12/13/19 HIEBERT, STEVEN 3,778.94 12/13/19 HOEMKE, MICHAEL 3,433.92 12/13/19 JOHNSON, KEVIN 5,092.18 12/13/19 KHARFL, RAM 290.00 12/13/19 KONG, TOMMY 3,974.49 12/13/19 KORAN, MARIE 2,002.27 12/13/19 KROLL, BRETT 3,548.71 12/13/19 KUCHENMEISTER, JASON 2,274.58 12/13/19 KVAM, DAVID 5,020.78 12/13/19 LANGNER, TODD 4,418.18 12/13/19 LENERTZ, NICHOLAS 3,000.52 12/13/19 LYNCH, KATHERINE 3,667.11 12/13/19 MARINO, JASON 4,159.49 12/13/19 MCCARTY, GLEN 4,122.37 12/13/19 MCKENZIE, JONATHAN 395.13 12/13/19 MICHELETTI, BRIAN 3,885.58 12/13/19 MUMIN, ABDIRIZAQ 261.00 12/13/19 MURRAY, RACHEL 3,568.17 12/13/19 NADEAU, SCOTT 5,818.59 12/13/19 NYE, MICHAEL 4,278.82 12/13/19 OLSON, JULIE 4,542.76 12/13/19 PARKER, JAMES 3,747.07 12/13/19 PEREZ, GUSTAVO 2,603.08 12/13/19 PETERS, DANIEL 2,593.95 12/13/19 SALCHOW, CONNOR 4,442.69 12/13/19 SEPULVEDA III, BERNARDO 290.00 12/13/19 SHEA, STEPHANIE 2,177.71 12/13/19 SHORTREED, MICHAEL 5,008.75 12/13/19 SPARKS, NICOLLE 3,308.01 12/13/19 STARKEY, ROBERT 4,046.98 12/13/19 STEINER, JOSEPH 5,990.53 12/13/19 STOCK, AUBREY 2,563.56 12/13/19 SWETALA, NOAH 2,620.42 12/13/19 TAUZELL, BRIAN 4,021.78 12/13/19 THAO, JAY 355.25 12/13/19 THIENES, PAUL 4,685.98 12/13/19 WENZEL, JAY 3,823.01 12/13/19 WIETHORN, AMANDA 3,403.07 12/13/19 XIONG, KAO 3,548.71 12/13/19 XIONG, TUOYER 2,443.25 12/13/19 ZAPPA, ANDREW 3,724.58 12/13/19 BARRETTE, CHARLES 4,523.25 12/13/19 BAUMAN, ANDREW 3,875.91 12/13/19 BEITLER, NATHAN 3,309.69 12/13/19 CAPISTRANT, JOHN 202.50 12/13/19 CONWAY, SHAWN 4,134.96 12/13/19 CRAWFORD JR, RAYMOND 4,648.53 12/13/19 CRUMMY, CHARLES 3,819.51 12/13/19 DABRUZZI, THOMAS 4,838.50 12/13/19 DANLEY, NICHOLAS 3,487.41 12/13/19 DAVISON, BRADLEY 3,964.89 12/13/19 DAWSON, RICHARD 4,424.72 12/13/19 HAGEN, MICHAEL 3,520.65 12/13/19 HALWEG, JODI 4,152.14 12/13/19 HAWTHORNE, ROCHELLE 4,293.57 Packet Page Number 60 of 452 G1, Attachment 12/13/19 KUBAT, ERIC 4,777.84 12/13/19 LANDER, CHARLES 4,517.07 12/13/19 LO, CHING 1,503.45 12/13/19 LUKIN, STEVEN 5,503.01 12/13/19 MALESKI, MICHAEL 3,485.61 12/13/19 MARTIN, MICHAEL 3,326.02 12/13/19 MCGEE, BRADLEY 3,369.93 12/13/19 MERKATORIS, BRETT 3,511.84 12/13/19 MONDOR, MICHAEL 5,316.38 12/13/19 NEILY, STEVEN 4,056.84 12/13/19 NIELSEN, KENNETH 3,819.51 12/13/19 NOVAK, JEROME 3,988.49 12/13/19 POWERS, KENNETH 5,264.49 12/13/19 RADINZEL, AUSTIN 4,144.30 12/13/19 SEDLACEK, JEFFREY 4,949.78 12/13/19 STREFF, MICHAEL 4,810.83 12/13/19 WARDELL, JORDAN 4,994.18 12/13/19 ZAPPA, ERIC 4,398.74 12/13/19 CORTESI, LUANNE 2,251.29 12/13/19 JANASZAK, MEGHAN 2,796.02 12/13/19 BRINK, TROY 3,996.69 12/13/19 BUCKLEY, BRENT 3,841.75 12/13/19 EDGE, DOUGLAS 837.12 12/13/19 JONES, DONALD 3,522.84 12/13/19 MEISSNER, BRENT 3,070.83 12/13/19 MLODZIK, JASON 2,418.95 12/13/19 NAGEL, BRYAN 4,500.60 12/13/19 OSWALD, ERICK 3,413.35 12/13/19 RUNNING, ROBERT 3,587.97 12/13/19 TEVLIN, TODD 3,524.53 12/13/19 ZAHNOW, LANCE 2,329.23 12/13/19 BURLINGAME, NATHAN 3,183.20 12/13/19 DUCHARME, JOHN 3,377.82 12/13/19 ENGSTROM, ANDREW 3,270.70 12/13/19 JAROSCH, JONATHAN 4,229.12 12/13/19 LINDBLOM, RANDAL 3,247.83 12/13/19 LOVE, STEVEN 5,686.29 12/13/19 STRONG, TYLER 2,801.60 12/13/19 ZIEMAN, SCOTT 128.00 12/13/19 HAMRE, MILES 2,468.52 12/13/19 HAYS, TAMARA 2,999.18 12/13/19 HINNENKAMP, GARY 3,072.46 12/13/19 NAUGHTON, JOHN 2,820.31 12/13/19 ORE, JORDAN 2,461.69 12/13/19 SAKRY, JASON 2,645.69 12/13/19 BIESANZ, OAKLEY 1,685.96 12/13/19 GERNES, CAROLE 1,716.30 12/13/19 HUTCHINSON, ANN 3,169.60 12/13/19 TROENDLE, CATHY JO 40.00 12/13/19 WACHAL, KAREN 1,070.81 12/13/19 DUNLAP, EMILY 2,445.02 12/13/19 JOHNSON, ELIZABETH 2,209.79 12/13/19 KROLL, LISA 2,253.60 12/13/19 PETERSON, DAVID 3,743.43 12/13/19 THOMSON, JEFFREY 4,774.63 12/13/19 ADADE, JANE 1,801.73 12/13/19 FINWALL, SHANN 3,858.70 12/13/19 MARTIN, MIKE 4,099.68 12/13/19 SWAN, DAVID 3,305.10 12/13/19 WEIDNER, JAMES 2,971.39 12/13/19 WESTLUND, RONALD 1,152.00 G1, Attachment 129.99 184.83 Packet Page Number 61 of 452 12/13/19 WELLENS, MOLLY 2,399.50 12/13/19 REININGER, RUSSELL 2,428.99 12/13/19 ABRAHAM, JOSHUA 2,533.79 12/13/19 BJORK, BRANDON 225.00 12/13/19 BRENEMAN, NEIL 3,177.62 12/13/19 GORACKI, GERALD 30.25 12/13/19 JORGENSON, SOPHIE 49.50 12/13/19 JORGENSON, TARA 187.00 12/13/19 KUCHENMEISTER, GINA 2,154.40 12/13/19 KUCHENMEISTER, JUSTIN 108.00 12/13/19 LO, SATHAE 60.50 12/13/19 MOORE, PATRICK 72.00 12/13/19 ROBBINS, AUDRA 4,483.77 12/13/19 ROBBINS, CAMDEN 125.00 12/13/19 BERGO, CHAD 3,812.54 12/13/19 SCHMITZ, KEVIN 2,273.29 12/13/19 SHEERAN JR, JOSEPH 3,992.30 12/13/19 ADAMS, DAVID 2,890.11 12/13/19 HAAG, MARK 3,375.19 12/13/19 JENSEN, JOSEPH 2,421.89 12/13/19 SCHULTZ, SCOTT 4,468.90 12/13/19 WILBER, JEFFREY 2,709.20 12/13/19 PRIEM, STEVEN 3,179.09 12/13/19 WOEHRLE, MATTHEW 3,896.17 12/13/19 XIONG, BOON 2,450.49 12/13/19 FOWLDS, MYCHAL 4,763.89 12/13/19 FRANZEN, NICHOLAS 4,148.61 12/13/19 GERONSIN, ALEXANDER 3,019.16 12/13/19 RENNER, MICHAEL 3,097.37 99104019 12/13/19 PERRY, SAM 0.01 614,329.29 Packet Page Number 62 of 452 G1, Attachment G1, Attachment CITY OF MAPLEWOOD EMPLOYEE GROSS EARNINGS REPORT FOR THE CURRENT PAY PERIOD Exp Reimb, Severance, Conversion CHECK # CHECK DATE EMPLOYEE NAME AMOUNT incl in Amount 12/27/19 ABRAMS, MARYLEE 537.68 12/27/19 JUENEMANN, KATHLEEN 473.60 12/27/19 KNUTSON, WILLIAM 473.60 12/27/19 NEBLETT, SYLVIA 473.60 12/27/19 SMITH, BRYAN 473.60 12/27/19 COLEMAN, MELINDA 6,636.01 12/27/19 KNUTSON, LOIS 3,216.44 12/27/19 SABLE, MICHAEL 4,820.19 12/27/19 CHRISTENSON, SCOTT 2,685.75 12/27/19 DOUGLASS, TOM 4,594.90 12/27/19 JAHN, DAVID 2,256.48 12/27/19 HERZOG, LINDSAY 2,233.50 12/27/19 RAMEAUX, THERESE 3,740.41 12/27/19 ANDERSON, CAROLE 1,388.94 12/27/19 DEBILZAN, JUDY 2,516.89 12/27/19 OSWALD, BRENDA 2,639.22 12/27/19 PAULSETH, ELLEN 5,439.31 12/27/19 RUEB, JOSEPH 4,620.40 12/27/19 ARNOLD, AJLA 2,226.83 12/27/19 BEGGS, REGAN 2,313.10 12/27/19 COLE, DEBORAH 3,618.95 12/27/19 EVANS, CHRISTINE 2,253.60 12/27/19 LARSON, MICHELLE 1,937.34 12/27/19 SINDT, ANDREA 3,797.03 12/27/19 HANSON, MELISSA 2,047.72 12/27/19 HOCKBEIN, JUDY 1,025.19 12/27/19 KRAMER, PATRICIA 1,258.58 12/27/19 MOY, PAMELA 1,862.14 12/27/19 OLSON, THOMAS 1,809.72 12/27/19 OSTER, ANDREA 2,258.24 12/27/19 RICHTER, CHARLENE 1,943.18 12/27/19 VITT, JULIANNE 956.45 12/27/19 WEAVER, KRISTINE 3,398.17 12/27/19 WINKELMAN, JULIA 1,030.56 12/27/19 ABEL, CLINT 3,679.72 12/27/19 ALDRIDGE, MARK 3,994.00 12/27/19 BAKKE, LONN 4,154.69 12/27/19 BELDE, STANLEY 3,846.01 12/27/19 BENJAMIN, MARKESE 3,645.67 12/27/19 BERG, TERESA 1,176.96 12/27/19 BERGERON, ASHLEY 3,081.87 12/27/19 BIERDEMAN, BRIAN 6,896.27 12/27/19 BURT-MCGREGOR, EMILY 3,163.63 12/27/19 BUSACK, DANIEL 6,896.26 12/27/19 COLEMAN, ALEXANDRA 3,069.90 12/27/19 CONDON, MITCHELL 2,784.33 12/27/19 CROTTY, KERRY 4,700.03 12/27/19 DEMULLING, JOSEPH 3,856.13 12/27/19 DUGAS, MICHAEL 4,961.45 12/27/19 FISHER, CASSANDRA 2,637.65 307.61 64.11 150.00 40.60 Packet Page Number 63 of 452 12/27/19 FORSYTHE, MARCUS 1,221.51 12/27/19 FRITZE, DEREK 5,050.00 12/27/19 GABRIEL, ANTHONY 3,887.03 12/27/19 HAWKINSON JR, TIMOTHY 3,534.91 12/27/19 HENDRICKS, JENNIFER 2,000.00 12/27/19 HER, PHENG 4,659.57 12/27/19 HIEBERT, STEVEN 3,580.62 12/27/19 HOEMKE, MICHAEL 1,148.11 12/27/19 JOHNSON, KEVIN 5,473.21 12/27/19 KHARFL, RAM 333.50 12/27/19 KONG, TOMMY 4,154.85 12/27/19 KORAN, MARIE 1,948.99 12/27/19 KROLL, BRETT 4,498.53 12/27/19 KUCHENMEISTER, JASON 2,422.19 12/27/19 KVAM, DAVID 5,020.78 12/27/19 LANGNER, TODD 4,626.77 12/27/19 LENERTZ, NICHOLAS 3,473.90 12/27/19 LYNCH, KATHERINE 3,541.11 12/27/19 MARINO, JASON 3,986.80 12/27/19 MCCARTY, GLEN 3,811.05 12/27/19 MCKENZIE, JONATHAN 358.88 12/27/19 MICHELETTI, BRIAN 4,235.83 12/27/19 MUMIN, ABDIRIZAQ 362.50 12/27/19 MURRAY, RACHEL 4,541.00 12/27/19 NADEAU, SCOTT 5,818.59 12/27/19 NYE, MICHAEL 5,708.62 12/27/19 OLSON, JULIE 3,846.01 12/27/19 PARKER, JAMES 3,680.50 12/27/19 PEREZ, GUSTAVO 2,710.83 12/27/19 PETERS, DANIEL 2,593.95 12/27/19 SALCHOW, CONNOR 2,276.63 12/27/19 SEPULVEDA III, BERNARDO 319.00 12/27/19 SHEA, STEPHANIE 2,100.99 12/27/19 SHORTREED, MICHAEL 5,008.75 12/27/19 SPARKS, NICOLLE 3,234.97 12/27/19 STARKEY, ROBERT 3,377.35 12/27/19 STEINER, JOSEPH 4,740.40 12/27/19 STOCK, AUBREY 2,563.56 12/27/19 SWETALA, NOAH 2,443.25 12/27/19 TAUZELL, BRIAN 4,387.92 12/27/19 THAO, JAY 351.63 12/27/19 THIENES, PAUL 6,358.20 12/27/19 WENZEL, JAY 3,734.85 12/27/19 WIETHORN, AMANDA 2,784.33 12/27/19 XIONG, KAO 3,679.72 12/27/19 XIONG, TUOYER 2,422.42 12/27/19 ZAPPA, ANDREW 3,673.17 12/27/19 BARRETTE, CHARLES 3,646.29 12/27/19 BAUMAN, ANDREW 3,790.42 12/27/19 BEITLER, NATHAN 3,265.74 12/27/19 CAPISTRANT, JOHN 285.00 12/27/19 CONWAY, SHAWN 4,134.96 12/27/19 CRAWFORD JR, RAYMOND 3,406.17 12/27/19 CRUMMY, CHARLES 3,107.52 12/27/19 DABRUZZI, THOMAS 3,966.64 12/27/19 DANLEY, NICHOLAS 3,750.72 12/27/19 DAVISON, BRADLEY 3,334.41 12/27/19 DAWSON, RICHARD 4,027.46 12/27/19 HAGEN, MICHAEL 3,169.05 12/27/19 HALWEG, JODI 3,592.45 12/27/19 HAWTHORNE, ROCHELLE 3,416.61 Packet Page Number 64 of 452 G1, Attachment 12/27/19 KUBAT, ERIC 3,674.24 12/27/19 LANDER, CHARLES 3,221.63 12/27/19 LO, CHING 1,232.99 12/27/19 LUKIN, STEVEN 5,503.01 12/27/19 MALESKI, MICHAEL 3,307.77 12/27/19 MARTIN, MICHAEL 2,860.70 12/27/19 MCGEE, BRADLEY 3,139.05 12/27/19 MERKATORIS, BRETT 3,208.16 12/27/19 MONDOR, MICHAEL 5,316.38 12/27/19 NEILY, STEVEN 3,010.83 12/27/19 NIELSEN, KENNETH 3,274.53 12/27/19 NOVAK, JEROME 3,512.96 12/27/19 POWERS, KENNETH 3,907.29 12/27/19 RADINZEL, AUSTIN 2,830.06 12/27/19 SEDLACEK, JEFFREY 4,415.39 12/27/19 STREFF, MICHAEL 3,389.39 12/27/19 WARDELL, JORDAN 3,407.70 12/27/19 ZAPPA, ERIC 3,607.24 12/27/19 CORTESI, LUANNE 2,251.29 12/27/19 JANASZAK, MEGHAN 2,796.01 12/27/19 BRINK, TROY 5,150.85 12/27/19 BUCKLEY, BRENT 4,929.61 12/27/19 EDGE, DOUGLAS 1,061.94 12/27/19 JONES, DONALD 2,696.47 12/27/19 MEISSNER, BRENT 2,687.85 12/27/19 MLODZIK, JASON 2,110.78 12/27/19 NAGEL, BRYAN 4,500.60 12/27/19 OSWALD, ERICK 3,825.95 12/27/19 RUNNING, ROBERT 3,618.44 12/27/19 TEVLIN, TODD 2,686.16 12/27/19 ZAHNOW, LANCE 2,244.19 12/27/19 BURLINGAME, NATHAN 3,183.21 12/27/19 DUCHARME, JOHN 3,247.82 12/27/19 ENGSTROM, ANDREW 3,270.73 12/27/19 JAROSCH, JONATHAN 4,229.12 12/27/19 LINDBLOM, RANDAL 3,247.82 12/27/19 LOVE, STEVEN 5,486.29 12/27/19 STRONG, TYLER 4,850.27 12/27/19 ZIEMAN, SCOTT 144.00 12/27/19 HAMRE, MILES 2,463.19 12/27/19 HAYS, TAMARA 2,357.20 12/27/19 HINNENKAMP, GARY 2,901.56 12/27/19 NAUGHTON, JOHN 2,882.47 12/27/19 ORE, JORDAN 2,842.41 12/27/19 SAKRY, JASON 2,545.19 12/27/19 BIESANZ, OAKLEY 2,071.78 12/27/19 GERNES, CAROLE 2,038.90 12/27/19 HUTCHINSON, ANN 3,169.60 12/27/19 TROENDLE, CATHY JO 176.00 12/27/19 WACHAL, KAREN 1,125.65 12/27/19 DUNLAP, EMILY 2,260.19 12/27/19 JOHNSON, ELIZABETH 2,209.79 12/27/19 KROLL, LISA 2,253.60 12/27/19 PETERSON, DAVID 3,743.43 12/27/19 THOMSON, JEFFREY 4,574.63 12/27/19 ADADE, JANE 1,837.11 12/27/19 FINWALL, SHANN 3,858.70 12/27/19 MARTIN, MIKE 4,099.68 12/27/19 SWAN, DAVID 3,305.10 12/27/19 WEIDNER, JAMES 2,971.39 12/27/19 WESTLUND, RONALD 1,440.00 G1, Attachment Packet Page Number 65 of 452 99104035 Packet Page Number 66 of 452 12/27/19 WELLENS, MOLLY 2,196.50 12/27/19 REININGER, RUSSELL 2,429.01 12/27/19 ABRAHAM, JOSHUA 2,533.79 12/27/19 ABRAHAMSON, AMANDA 66.00 12/27/19 BJORK, BRANDON 264.00 12/27/19 BRENEMAN, NEIL 3,177.62 12/27/19 CAMPBELL, KEVIN 84.00 12/27/19 CAMPBELL, LUCAS 48.00 12/27/19 CUMMINGS, KATIA 43.50 12/27/19 CUMMINGS, MICHAEL 48.00 12/27/19 DIEZ, ANTONIO 66.00 12/27/19 ERICSON, MICHAEL 55.00 12/27/19 GATES, DARCY 48.00 12/27/19 GORACKI, GERALD 207.00 12/27/19 HUGGAR, ANGELA 84.00 12/27/19 JORGENSON, SOPHIE 257.00 12/27/19 JORGENSON, TARA 357.50 12/27/19 KORF, BLAKE 61.50 12/27/19 KORF, CAIN 63.00 12/27/19 KRATTENMAKER, JACOB 198.00 12/27/19 KRUEGER, SCOTT 60.00 12/27/19 KUCHENMEISTER, GINA 3,406.66 12/27/19 KUCHENMEISTER, JUSTIN 114.00 12/27/19 LO, SATHAE 121.00 12/27/19 MAKENS, ELLA 36.00 12/27/19 MARTINEZ, ROGER 180.00 12/27/19 MOORE, PATRICK 198.75 12/27/19 NZARA, MUNASHE 240.00 12/27/19 PURCELL, TYLER 240.00 12/27/19 RASMUSSEN, BRADLEY 33.00 12/27/19 ROBBINS, AUDRA 4,483.77 12/27/19 ROBBINS, CAMDEN 250.00 12/27/19 STECKLER, BRUCE 96.00 12/27/19 WAGNER, ERIC 113.75 12/27/19 WENGER-VAUGHN, RASHANA 77.00 12/27/19 WHITE, LINDA 48.00 12/27/19 WILLIAMS III, WALLACE 126.00 12/27/19 BERGO, CHAD 3,677.90 12/27/19 SCHMITZ, KEVIN 2,355.43 12/27/19 SHEERAN JR, JOSEPH 3,992.30 12/27/19 ADAMS, DAVID 3,133.95 12/27/19 HAAG, MARK 4,181.01 12/27/19 JENSEN, JOSEPH 2,407.39 12/27/19 SCHULTZ, SCOTT 4,468.90 12/27/19 WILBER, JEFFREY 3,326.30 12/27/19 PRIEM, STEVEN 4,375.66 12/27/19 WOEHRLE, MATTHEW 6,095.93 12/27/19 XIONG, BOON 2,461.78 12/27/19 FOWLDS, MYCHAL 4,563.89 12/27/19 FRANZEN, NICHOLAS 4,193.57 12/27/19 GERONSIN, ALEXANDER 3,495.76 12/27/19 RENNER, MICHAEL 3,023.75 12/27/19 MASON, TAKARA 43.50 614,157.27 G1, Attachment 692.99 786.73 150.00 G2 CITY COUNCIL STAFF REPORT Meeting Date January 13, 2020 REPORT TO: Melinda Coleman, City Manager REPORT FROM: Ellen Paulseth, Finance Director PRESENTER: Ellen Paulseth, Finance Director AGENDA ITEM: Resolution Designating Depositories for City Funds Action Requested: V Motion ❑ Discussion ❑ Public Hearing Form of Action: ✓ Resolution ❑ Ordinance ❑ Contract/Agreement ❑ Proclamation Policy Issue: M.S. 118A.02 and M.S. 427.01 requires that cities designate financial institutions as depositories for city funds. Recommended Action: Motion to approve the attached resolution designating depositories for city funds. Fiscal Impact: Is There a Fiscal Impact? ✓ No ❑ Yes, the true or estimated cost is N/A Financing source(s): ❑ Adopted Budget ❑ Budget Modification ❑ New Revenue Source ❑ Use of Reserves ❑ Other: N/A Strategic Plan Relevance: Financial Sustainability ❑ Integrated Communication ❑ Targeted Redevelopment Operational Effectiveness ❑ Community Inclusiveness ❑ Infrastructure & Asset Mgmt. Depositories must meet strict criteria established in Minnesota law for the safekeeping of public funds. Background Designation of depositories is done on an annual basis. A financial institution not already designated may be designated as a depository at any council meeting during the year. When city investments are made, quotations are obtained only from securities dealers authorized in M.S. 118A.06. Broker-dealers are regulated through the SEC and FINRA. Investments are held for safekeeping in designated depositories. Attachments 1. Resolution Designating Depositories for City Funds Packet Page Number 67 of 452 G2, Attachment 1 RESOLUTION NO. DESIGNATING DEPOSITORIES FOR CITY FUNDS BE IT RESOLVED, that the following be and hereby are selected as depositories for deposits and investments of the City of Maplewood: Premier Bank Wells Fargo Bank US Bank 4M Fund/PMA RBC BE IT FURTHER RESOLVED that the deposits in any of the above depositories shall not exceed the amount of F.D.I.C. insurance covering such deposit unless collateral or a bond is furnished as additional security, and BE IT FURTHER RESOLVED that any funds in the above depositories may be withdrawn and electronically transferred to any other depository of the city by the request of the finance director or his/her designee. BE IT FURTHER RESOLVED that these depository designations are effective until December 31, 2020. Packet Page Number 68 of 452 G3 CITY COUNCIL STAFF REPORT Meeting Date January 13, 2020 REPORT TO: Melinda Coleman, City Manager REPORT FROM: Ellen Paulseth, Finance Director PRESENTER: Ellen Paulseth, Finance Director AGENDA ITEM: Rescind Resolution No. 90-6-99 Interest on Developer Deposits Action Requested: ✓ Motion ❑ Discussion ❑ Public Hearing Form of Action: ✓ Resolution ❑ Ordinance ❑ Contract/Agreement ❑ Proclamation Policy Issue: Developers make escrow deposits to the City of Maplewood to guarantee the completion of grading, landscaping and other required items. The deposits provide assurance to the City that funds will be available to complete the required actions if the developer fails to do so. The deposits provide an incentive for the developer to complete the project. There is no statutory requirement that the escrowed funds accrue interest or that the developer be paid interest on the escrowed funds. Calculating and paying interest on escrowed funds, in amounts as low as 7 cents, can be administratively burdensome and is not a common practice in other municipalities. Maplewood has been paying interest on escrowed funds since 1990. Recommended Action: Motion to approve the attached resolution, which rescinds resolution 90-6-99 and eliminates the requirement to pay interest on the escrowed deposits of developers. Fiscal Impact: Is There a Fiscal Impact? ❑ No ✓ Yes, the true or estimated cost is annual savings approx. $2K Financing source(s): ❑ Adopted Budget ❑ Budget Modification ❑ New Revenue Source ❑ Use of Reserves ❑ Other: N/A Strategic Plan Relevance: ✓ Financial Sustainability ❑ Integrated Communication ✓ Targeted Redevelopment ✓ Operational Effectiveness ❑ Community Inclusiveness ❑ Infrastructure & Asset Mgmt. The practice is uncommon and administratively burdensome. The deposits are not designed to be an investment for the developer, but rather an incentive to complete the required project. Background In June of 1990, the City Council passed a resolution providing for the payment of interest on developer escrows at the rate of 5%. In December of 2003, the interest rate was reduced to 1% by the City Council to align better with market rates. Escrow deposits are generally between $500 and $2,500. Interest payments are minimal, often only pennies, but totaled over $2,000 in 2019. The interest payment can be a disincentive for the developer to complete the project. Packet Page Number 69 of 452 G3 Attachments Resolution Rescinding Resolution No. 90-6-99, Interest on Developer Deposits Packet Page Number 70 of 452 G3, Attachment 1 RESOLUTION NO. RESCINDING RESOLUTION NO. 90-6-99, INTEREST ON DEVELOPER DEPOSITS WHEREAS, Resolution No. 90-6-99 established interest payments on developer deposits; and, WHEREAS, the calculation and payment of interest on developer deposits is not a common practice and is administratively burdensome; and, WHEREAS, the purpose of the developer's deposit (escrow) is to provide assurance to the City that funds will be available to complete the project, and should be an incentive for the developer to complete the project. BE IT RESOLVED that Resolution No. 90-6-99, requiring interest payments on developer deposits, is hereby rescinded effective January 1, 2020. BE IT FURTHER RESOLVED that deposits already in place at December 31, 2019 will continue to accrue interest at the appropriate rate established at the time of the deposit. Packet Page Number 71 of 452 G4 CITY COUNCIL STAFF REPORT Meeting Date January 13, 2020 REPORT TO: Melinda Coleman REPORT FROM: Ellen Paulseth, Finance Director PRESENTER: Ellen Paulseth, Finance Director AGENDA ITEM: Budget Adjustments and Transfers for 12/31/2019 Action Requested: V Motion ❑ Discussion ❑ Public Hearing Form of Action: ❑ Resolution ❑ Ordinance ❑ Contract/Agreement ❑ Proclamation Policy Issue: Routine and budgeted transfers between funds must be made at appropriate times during the year. Occasionally, budget adjustments are also necessary. The City Council must approve transfers and budget adjustments. The transfers and budget adjustments on the attached list are primarily housekeeping in nature and will have no impact on the original budgeted fund balance for the General Fund. Recommended Action: Motion to approve the transfers and budget adjustments dated 12/31/2019 and authorize the Finance Director to make the necessary accounting entries. Fiscal Impact: Is There a Fiscal Impact? ✓ No ❑ Yes, the true or estimated cost is N/A Financing source(s): ✓ Adopted Budget ✓ Budget Modification ❑ New Revenue Source ❑ Use of Reserves ❑ Other: N/A Strategic Plan Relevance: Financial Sustainability ❑ Integrated Communication ❑ Targeted Redevelopment Operational Effectiveness ❑ Community Inclusiveness ❑ Infrastructure & Asset Mgmt. Transfers are a component of the City's annual budget. Necessary modifications provide for operational effectiveness. Background Transfers are part of the City's budget and long-term financial plan and do not have a fiscal impact because transfers represent activity between funds. The budget adjustments are neutral to the budget because the expenditures are offset by revenues. Packet Page Number 72 of 452 G4 The Transfers are typically in the budget or are operational in nature. In this case, we are cleaning up the City's grant funds by transferring the City share to allow for closing the grand funds. The Budget Adjustments are primarily housekeeping in nature. The revenue adjustments reflect increased local government aid, increased fire aid, a new Deputy Registrar grant and increased interest earnings. The expenditure adjustments reflect an increase in legal fees, software subscriptions, an increase in EAB expenditures, and an increase in Deputy Registrar temporary wages. The additional expenditures are offset by additional revenues to the extent that the original budget planned for a $200K surplus. Attachments 1. List of Transfers and Budget Adjustments Packet Page Number 73 of 452 G4, Attachment 1 FUND TRANSFERS AND BUDGET ADJUSTMENTS DATED 12/31/2019 Transfers: Transfer From Fund Transfer To Fund Amount Reason 101 General Fund 298 State Grants 60,577.74 City Share to Close Out Grant 299 Federal Grants 101 General Fund 17,159.48 City Share to Close Out Grant 299 Federal Grants 606 Ambulance Fund 2,367.50 City Share to Close Out Grant 299 Federal Grants 406 Public Safety Fund 12,537.50 City Share to Close Out Grant 299 Federal Grants 499 Street Fund 7,255.47 City Share to Close Out Grant Total Transfers 99,897.69 Budget Adjustments: Original 2019 Modified 2019 Account Number Description Budget Adjustment Budget To adjust budget for increase in local government aid 101-000-000-3521 Local Gov't Aid 83,930.00 36,070.00 120,000.00 280-000-000-3521 Local Gov't Aid - 100,000.00 100,000.00 401-000-000-3521 Local Gov't Aid - 370,682.00 370,682.00 520-000-000-3521 Local Gov't Aid - 175,000.00 175,000.00 520-000-000-3530 Local Gov't Aid 175,000.00 (175,000.00) - To adjust budget for increase in fire aid 101-000-000-3520 Fire Aid 93,000.00 103,016.00 196,016.00 To adjust budget for increase in interest earnings 101-000-000-3801 Interest Earnings 50,000.00 914.00 50,914.00 To adjust legal budget for extra expenses 101-103-000-4480 Legal Fees 110,000.00 40,000.00 150,000.00 To adjust Public Works budget for Accela subscription 101-501-000-4480 Fees for service 41000.00 26,000.00 30,000.00 To adjust Forestry budget for EAB 101-516-000-4480 Fees for service 80,000.00 34,000.00 114,000.00 To adjust Deputy Registrar budget for temporary and overtime wages offset by grant 101-303-000-4025 Tem pora ry wages - 20,000.00 20,000.00 101-303-000-4011 Overtime wages 1,000.00 3,000.00 4,000.00 To adjust Deputy Registrar grant budget for DMV grant to offset temporary wages 101-000-000-3530 State Grants 10,000.00 23,000.00 33,000.00 Total Adjustments 606,930.00 756,682.00 1,363,612.00 Revenue Adjustments 633,682.00 Expenditure Adjustments 123,000.00 756,682.00 Packet Page Number 74 of 452 G5 CITY COUNCIL STAFF REPORT Meeting Date January 13, 2020 REPORT TO: Melinda Coleman, City Manager REPORT FROM: Andrea Sindt, City Clerk PRESENTER: Melinda Coleman AGENDA ITEM: 2020 City Council Meeting Calendar Action Requested: ✓ Motion ❑ Discussion ❑ Public Hearing Form of Action: ❑ Resolution ❑ Ordinance ❑ Contract/Agreement ❑ Proclamation Policy Issue: Approval of a city council meeting calendar at the beginning of each year helps City Council, staff, applicants and residents plan ahead for the year. The City Council reserves the right to cancel or add meetings as needed as long as all notice requirements are met. Recommended Action: Motion to approve the 2020 city council meeting calendar with the meetings on the second and fourth Mondays with the exception of moving the May 25 meeting to May 26 and cancelling the December 28 meeting. Fiscal Impact: Is There a Fiscal Impact? ✓ No ❑ Yes, the true or estimated cost is $0.00 Financing source(s): ❑ Adopted Budget ❑ Budget Modification ❑ New Revenue Source ❑ Use of Reserves ✓ Other: n/a Strategic Plan Relevance: ❑ Financial Sustainability ❑ Integrated Communication ❑ Targeted Redevelopment ✓ Operational Effectiveness ❑ Community Inclusiveness ❑ Infrastructure & Asset Mgmt. Per Minn. Stat. 13D.04, a schedule of regular meetings of a public body is to be kept on file at its primary office. Background City Council meetings are held at 7pm on the second and fourth Mondays of the month. Typically, a City Council Manager Workshop precedes each meeting, starting no earlier than 5pm. After reviewing the calendar for 2020 there is one meeting date which is on an observed holiday: May 25, Memorial Day. Although the second meeting in May could be cancelled, staff is proposing Packet Page Number 75 of 452 G5 the council hold a meeting on May 26, the Tuesday following the May holiday and as per the practice of past years, staff is proposing the December 28 meeting be cancelled. In addition, August 14 may require a council meeting for the canvassing of local primary results. The time of this meeting will be determined closer to the date but has historically been held in the daytime. The canvassing of local general results will be part of the November 9 meeting. Attachments 1. 2020 City Council Meeting Calendar Packet Page Number 76 of 452 G5, Attachment 1 2020 Maplewood City Council Meeting Calendar January S M T W T F S U2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 B 21 22 23 24 25 26 27 28 29 30 31 July S M T W T F S 1 2 © 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 October S M April W T F S M T W T F S 2 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 30 31 July S M T W T F S 1 2 © 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 October S M T W T F S S M T W 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 February S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16M 18 19 20 21 22 23 24 25 26 27 28 29 November S M T W T F S 1 2 3 4 5 6 7 8 E9 10m 12 13 14 15 16 17 18 19 20 21 22 23 24 25 28 29 30 Council Meeting at 7pm, Workshop at 5pm E Holiday Suggested meeting date due to holiday QCanvass Election Results 1VA Fm S M T May T F S S M T W T F S 8 9 10 11 12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 ® 26 27 28 29 30 31 August S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13F1-4] 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 November S M T W T F S 1 2 3 4 5 6 7 8 E9 10m 12 13 14 15 16 17 18 19 20 21 22 23 24 25 28 29 30 Council Meeting at 7pm, Workshop at 5pm E Holiday Suggested meeting date due to holiday QCanvass Election Results 1VA Fm S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 June S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 September S M T W T F S 1 2 3 4 5 6 0 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 December S M T W T F S 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 ® 26 27 28 29 30 31 Packet Page Number 77 of 452 G6 CITY COUNCIL STAFF REPORT Meeting Date January 13, 2020 REPORT TO: Melinda Coleman, City Manager REPORT FROM: Andrea Sindt, City Clerk Deb Schmidt Cole, Deputy City Clerk PRESENTER: Andrea Sindt, City Clerk AGENDA ITEM: Resolution Appointing Election Judges and Establishing a Ballot Board for the 2020 Presidential Nomination Primary Election Action Requested: ✓ Motion ❑ Discussion ❑ Public Hearing Form of Action: ✓ Resolution ❑ Ordinance ❑ Contract/Agreement ❑ Proclamation Policy Issue: Minn. Stat. 2048.21(2) states election judges for precincts in a municipality shall be appointed by the governing body of the municipality. Likewise, Minn. Stat 2038.121 requires a ballot board be established to accept and reject absentee ballots. Appointments will be made from the resolution list to fill the needed positions after training and required paperwork have been completed. Recommended Action: Motion to approve the resolution listing election judges and establishing a ballot board for the 2020 Presidential Nomination Primary Election to be held on March 3, 2020. Fiscal Impact: Is There a Fiscal Impact? ✓ No ❑ Yes, the true or estimated cost is N/A Financing source(s): ❑ Adopted Budget ❑ Budget Modification ❑ New Revenue Source ❑ Use of Reserves ✓ Other: Expenses reimbursed by the State Strategic Plan Relevance: ❑ Financial Sustainability ❑ Integrated Communication ❑ Targeted Redevelopment ✓ Operational Effectiveness ❑ Community Inclusiveness ❑ Infrastructure & Asset Mgmt. Election judges serve to administer election duties as required by State Statute. Background The appointments shall be made at least 25 days before the election at which the election judges will serve, except that the appointing authority may pass a resolution authorizing the appointment of additional election judges within the 25 days before the election if the appointing authority determines that additional election judges will be required. Attachments 1. Resolution Appointing Election Judges, 2020 Presidential Nomination Primary Election Packet Page Number 78 of 452 G6, Attachment 1 Resolution 2020 Presidential Nomination Primary Election Appointing Election Judges and Establishing a Ballot Board WHEREAS, MN State Statute 2048.21, Subd. 2 states election judges for precincts in a municipality shall be appointed by the governing body of the municipality; and WHEREAS, it is required by MN Statutes 2038.121, Subd. 1 to establish a Ballot Board; and WHEREAS, approval of the resolution does not qualify individuals to serve as an election judge; and WHEREAS, appointments will be made from the list to fill the needed positions after training and required paperwork have been completed; and WHEREAS, appointment of additional election judges within the 25 days before the election may be made if the appointing authority determines that additional election judges will be required; and NOW, THEREFORE, IT BE RESOLVED, by the City Council of Maplewood, Minnesota, a Ballot Board is hereby established that would consist of a sufficient number of election judges as provided in sections 2048.19 to 2048.22 to perform the task; and FURTHER, BE IT RESOLVED, that the City Clerk or designee assign Election Judges to serve in the 2020 Presidential Nomination Primary Election to be held on Tuesday, March 3, 2018 from the following list. Abeyratne, Pria (Kaushalya) Allen, Jim Anderson, Chamise Anderson, Nancy Anderson, Theodore Babin, Paul Backlund, Zachary Barbon, Bernadette Bartley, Rosemary Bedor, David Beecher, Barbara Belland, Jaime Benton, Rob Bierwerth, Sharon Bishop, Lynn Bjorklund, Diane Bjornstad, Myron Bolden, Donita Bongiovance, Marietta Brandon, Ginny Brandon, Richard Burdine, Denell Carson, Helen Clark, Kathy Goeppinger, Linda Cleland, Ann Golaski, Diane Connelly, Thomas Gottfried, Drew Connolly, Colleen Gramenz, Diane Czeck, Rozanne Gravelle, Anne Dahl, Lola Grefe, David Danielson, Pauline Gudknecht, Jamie DeBernardi, Nancy Gudknecht, Nick DeZelar, Phil Gustafson, Dianne Dickerson, Charlene Haag, Phyllis Dickson, Helen Jean Hafner, Michael Dittli, Albin Hagemo, Joann Eads, John Hahn , Sandra Eickhoff, Carolyn Hahn , Vonna Falteisek, Jan Hansford, Lisa Franzen, Nick Harder, Mary Freid, Robert Hart, Robert Fuller, Mary Katherine Heininger, Jean Fulmek, Debra Herber, Darlene Fulmek, Stephen Hinnenkamp, Gary Funk, Barbara Hodges, Pamela Garmer, Richard Holmes, Mary Garvey, Terrence Hoppe, Janice Gebremedhin, Eliya Hulet, Jeanette Packet Page Number 79 of 452 G6, Attachment 1 Huth, Patricia Mahre, Jeri Schmidt, William Huth, Raymond Mastro, Christina Schommer, Julie Imm, Hilary McCann, John Seitz, James Ingersoll, Carol McCauley, Judy Seyfer, Deborah Jacobson, Chris Miller, Barb Singer, Mary Jahn, David Monroe, Sharon Skaar, Delaney Jefferson, Gwendolyn Moreno, Marlene Skaar, Susan Jensen, Kathleen Nentwig, Julia Smith, Bobbi Gilpin Johnson, Cheryle Neumann, Brenda Smith, Duane Johnson, Robert Nichols, Miranda Smith, Margaret Johnson, Warren Norberg, Ann Snavely, Frances Johnston, Howard O'Brien, D. William (Bill) Sorenson, Faith Jones, Anabella Olson, Anita Sprague, Florence Jones, Terri Parent, Dian Stafki, Tim Judith, Johannessen Parnell, John Steenberg, Judith Kane, Annette Parnell, Susan Sullivan, Maureen Kane, Myrna Paycer, Dori Taylor, Lori Kipka, Judy Paycer, Nicholas Tripp, Jodi Kirscher, LaVonne Peper, Marilyn Tschida, Micki Klamn, Monica Perzichilli, Devrie Urbanski, Carolyn Knauss, Carol Peterson, Joan Urbanski, Holly Koegel, Pete Peterson, Kathleen Valento, Karen Kohlman, Karen Peterson, Linda Vang, Stephanie Kolbu, Janet Plank, Carolyn Vittum, Nicholas Koskinen, Carol Plath, Orlin Walsh, Alison Kramer, Dennis Plumbo, Joseph Walsh, Justin Krebsbach, John Posch, Roger Waschlmusch, Laure Krings, Bill Potter, Nina Wasmundt, Gayle Krings, June Putz, Shelly Wendt, Mary Kruse, Elaine Putz, Steve Witek, Corey Kwapick, Jackie Rangitsch, Angie Wood, Susan Labarre, Tom Reichow, Andrew Xiong, Sara Lansberger, James Reichow, Roy Yorkovich, Cindy Larson, Barbara Reinke, JoAnne Zimitsch, Tom Layer, Tom Roadfeldt, Rita Lemieux, Kirk Robinson, Virgil Leo, Mary Ann Rodriguez, Vincent Leonard, Claudette Rossbach, Teresa Leonard, James Rourke, Beryl Lewis, Sandy Rowe, Rosie Lindelien, Darla Rozmarynowski, Bob Liptak, Marianne Rygg, Crystal Loipersbeck, Darlene Sands, Warren Loipersbeck, Jules Sauer, Kathleen Lundberg, Roberta Schluender, Cynthia Packet Page Number 80 of 452 G7 CITY COUNCIL STAFF REPORT Meeting Date January 13, 2020 REPORT TO: Melinda Coleman, City Manager REPORT FROM: Michael Martin, AICP, Assistant Community Development Director PRESENTER: Jeff Thomson, Community Development Director AGENDA ITEM: Quit Claim Deed for Harvest Park and 1534 County Road C East Action Requested: ✓ Motion ❑ Discussion ❑ Public Hearing Form of Action: ❑ Resolution ❑ Ordinance ✓ Contract/Agreement ❑ Proclamation Policy Issue: On October 28, 2019 the city council provided approvals for a new 141 -unit senior housing project to be located at 1534 County Road C East. As this project has progressed a property line discrepancy was discovered along the south border of this parcel. The parcel at 1534 County Road C East borders two properties — one located at 2561 Barclay Street North and owned by the City of Maplewood for Harvest Park and a parcel owned by Twin Cities Bible Church. Staff has been working with First Evangelical Free Church — the existing property owner of 1534 County Road C East — to resolve this discrepancy and establish a new property line. By approving the attached quit claim deed document the City will transfer any rights the City has to this area of discrepancy to the owner of 1534 County Road C East and it will be used to establish the new property line. The location of the property line discrepancy is not part of a developed or programmed area of Harvest Park and will not hamper future use of this park as the area being discussed is on a steep slope and cannot be put to any practical use in the park. Recommended Action: Motion to approve the attached quit claim deed document to transfer property rights from the City to the owner of 1534 County Road C East for the discrepancy area along the shared property line. Fiscal Impact: Is There a Fiscal Impact? ✓ No ❑ Yes, the true or estimated cost is $0. Financing source(s): ❑ Adopted Budget ❑ Budget Modification ❑ New Revenue Source ❑ Use of Reserves ✓ Other: n/a Strategic Plan Relevance: ❑ Financial Sustainability ❑ Integrated Communication ✓ Operational Effectiveness ❑ Community Inclusiveness ❑ Targeted Redevelopment ❑ Infrastructure & Asset Mgmt. The city is working with an existing property owner to address a property line discrepancy. Packet Page Number 81 of 452 G7 Background: As the senior housing project to be built at 1534 County Road C East was being designed a surveyor discovered the legal descriptions for the City -owned property at 2561 Barclay Street North and the project parcel at 1534 County Road C East resulted in an overlap of six to seven feet. Deeds for both properties were filed in 1881. According to the records, the deed for the 1534 County Road C East parcel — again owned by First Evangelical Free Church — was recorded several weeks before the recording of the deed for the property the City now owns at 2561 Barclay Street North. With that said, staff has actively worked with First Evangelical Free Church to address the situation. First Evangelical Free Church is working with Twin Cities Bible Church — for the parcel to the east of the City's property — to resolve the same issue in a similar manner in order to create a consistent new property line. Attachments: 1. Quit Claim Deed 2. Overview Map 3. Property Information Background 4. Property Lines Exhibit Packet Page Number 82 of 452 (Top 3 inches reserved for recording data) QUIT CLAIM DEED Business Entity to Business Entity eCRV number: DEED TAX DUE: $1.70 DATE: G7, Attachment 1 2020 FOR VALUABLE CONSIDERATION, The city of Maplewood, a municipal corporation under the laws of Minnesota ("Grantor"), hereby conveys and quitclaims to First Evangelical Free Church of St. Paul, Minnesota, a non-profit corporation under the laws of Minnesota ("Grantee"), real property in Ramsey County, Minnesota, legally described as follows: That part of the Northeast Quarter of the Northwest Quarter of Section 10, Township 29, Range 22, Ramsey County, Minnesota lying West of the East 618.38 feet thereof and Easterly of the Northern Pacific right of way and northerly of a line parallel with and distant 662.02 feet southerly of the North line of said Northeast Quarter of the Northwest Quarter. Consideration for this deed is less than $500.00 Check here if all or part of the described real property is Registered (Torrens) together with all hereditaments and appurtenances belonging thereto. Check applicable box.- The ox.The Seller certifies that the Seller does not know of any wells on the described real property. ❑ A well disclosure certificate accompanies this document or has been electronically filed. (If electronically filed, insert WDC number: [... ].) I am familiar with the property described in this instrument and I certify that the status and number of wells on the described real property have not changed since the last previously filed well disclosure certificate. ECB -1035 Grantor The city of Maplewood B Marylee Abrams Its: Mayor By: Melinda Coleman Its: City Manager Packet Page Number 83 of 452 Page 2 of 2 State of Minnesota, County of Ramsey G7, Attachment 1 QUIT CLAIM DEED This instrument was acknowledged before me on , 2020, by Marylee Abrams as Mayor and by Melinda Coleman as City Manager of the city of Maplewood, a municipal corporation under the laws of Minnesota (Stamp) THIS INSTRUMENT WAS DRAFTED BY - Fred A. Kueppers, Jr. 101 East Fifth Street, suite 1500 St. Paul, MN 55101 Packet Page Number 84 of 452 (signature of notarial officer) Title (and Rank): My commission expires: (month/day/year) TAX STATEMENTS FOR THE REAL PROPERTY DESCRIBED IN THIS INSTRUMENT SHOULD BE SENT TO: First Evangelical Free Church of St. Paul, Minnesota 2696 Hazelwood Street North Maplewood, MN 55109 1534 County Road C East City of Maplewood Maplewood G7, Attachment 2 December 2, 2019 Legend Property Line Discrepancy Area 0 490 Feet Source: City of Maplewood, Ramsey County 4�, J IF a r r. . ya I } �.�. a P 11W Packet Page Number 85 of 452 G7, Attachment 3 KUEPPERS, KRONSCHNABEL &DALY, P.A. ATTORNEYS AT LAW 101 EAST FIFTH STREET SUITE 1500 SAINT PAUL, MINNESOTA 55101 t MSEA CERTIFIED CIVIL TRIAL SPECIALIST WILLIAM M. KRONSCHNA13EL*0 ❑MSEA CERTIFIED REAL ESTATE SPECIALIST STEPHEN R. DALY t (651) 222-5000 ALSO ADMITTED TO RRACTICE IN 11 PAX (651) 222-13 1 3 QQUALIFIED NEUTRAL UNDER RULE 114 FRED A-KUEPPERS, JR.0 SEAN O. sKRYPEK September 22, 2014 Nathan Greenwalt Director of Administration The First Evangelical Free Church of St. Paul, MN 2696 Hazelwood Street Maplewood, MN 55109 Re: Garden Parcel Property Line Our File No. 13989-1 Dear Nathan: Enclosed are the three Property Reports which we obtained to determine the legal description by which each of the three adjoining owners acquired title to their respective parcels of land. We also obtained a copy of each of the 1881 Deeds by which the Northeast quarter of the Northwest quarter (presumably a 40 acre parcel) was first divided into a North portion and a South portion. I cannot explain how it happened that the person who drafted these varied the manner in which he described the parcels. After preparing a Deed for the North 20 acres of the quarter quarter section, the drafter should have drafted the second Deed to convey "the Northeast quarter of the Northwest quarter except the North 20 acres thereof". Alternatively, he could have stated "the North one half of the Northeast quarter of the Northwest Quarter" as to one Deed and "the South one half of the Northeast quarter of the Northwest quarter" for the other Deed. But that is not what happened, and since 1881 the Deeds have been consistent with the 1881 Deeds. So the overlap was created in 1881 and has been carried forward to the present date. Let me know if I can be of assistance in resolving this situation. Very truly yours, KUEPPERS, KRO SCHN EL & DALY, P.A. B- Y� Fred ue /ers, Jr. FAKjr/pn Enclosure Packet Page Number 86 of 452 G7, Attachment 3 KUEPPERS, KRONSCHNABEL & DALY, P.A. ATTORNEYS AT LAW 101 EAST FIFTH STREET SUITE 1500 SAINT PAUL, MINNESOTA 551.01 1 MSSA CERTIFIED CIVIL TRIAL SPECIALIST WILLIAM M- KR0NSCHNA$EI--0 ❑MSBA CERTIFIED REAL ESTATE SPECIALIST STEPHEN R. DALY1 (65 1) 222-5000 a ALSO ADMITTED TO PRACTICE IN It FAX (651) 222_1313 QUALIFIED NEUTRAL UNDER —LF 114 FRED A.KLTEPPERS, IR.0 SEAN O. SKRYPEK September 3, 2014 Nathan Greenwalt The First Evangelical Free Church of St. Paul, MN r , ; Dliectvr vi L-ii.itliT`sistiait3Y1 2696 Hazelwood Str Maplewood, MN 55109 Re: Garden Parcel Property Line Our File No. 13989-1 Dear Nathan: I now have title work which includes the deeds by which FEFC acquired title to the parcel in 2004, the City of Maplewood acquired title to its parcel in 1993, and the Twin City Bible Church acquired its title in 2008. Surveyor Dennis Boschetti has already advised you that the legal descriptions overlap and apparently this is in the range of 6-7 feet. Also, I have the copies of the 1881 Deeds by which this situation was created. The deed for the parcel owned by FEFC was recorded several weeks before the recording of the deed for the Southerly part, and for this reason it is arguable that FEFC owns the strip which overlaps the Southerly parcels. However, it is not yet time to pursue that as against the owners of the lands to the South. I suggest than tite first step in resolving this situation is for FEFC to bring this situation to the attention of the owners of the lands to the South; seek agreement to share the cost of having a survey company place stakes along both sides of the overlapped strip so that the several owners can visualize the land area which is of concern; and then seek agreement among the three owners as to an appropriate division line. That line could be "fixed" by the exchange of deeds among the three owners. After that action the location of the FEFC line would be fixed and FEFC could then deal with its property by fencing, landscaping or whatever. It may be that after approaching the other two owners, you would learn that either or both of them procured their own survey at some point in time. If that is the case, the cost of updates may be minimized. Packet Page Number 87 of 452 G7, Attachment 3 Please call me to let me know how you would like to proceed, and how I may assist. Very truly yours, KUEPPERS, KRONSCHNABEL & DALY, P.A. By4re,r ' u p e 1' FAKar/pn Packet Page Number 88 of 452 LT File Number: 510414 Report prepared on: August 27, 2014 Prepared for: Kueppers, Kronschnabel & Daly P.A. 101 East Fifth Street, Suite 1500 Us Bank Center St Paul, MN 55101 Attn: Fred A. Kueppers Client File No.: PROPERTY REPORT G7, Attachment 3 1W LAN T L service beyond the expected Applicant: The City of Maplewood, a Minnesota municipal corporation Property Address: 2561 Barclay Street North, Maplewood, MN 55109 County: Ramsey State: Minnesota Property Type: Abstract Property LEGAL DESCRIPTION: The part of the South 1/2 of the Northeast 1/4 of the Northwest 1/4 of Section 10, Township 29, Range 22, lying West of the East 618.38 feet thereof and lying Easterly of the Northern Pacific right of way, Ramsey County, Minnesota. APPARENT RECORD OWNER: The City of Maplewood, a Minnesota municipal corporation WARRANTY DEED: The Church of Holy Redeemer, a Minnesota religious corporation to The City of Maplewood, a Minnesota municipal corporation; DOCUMENT NO.: 2762474; DATED: November 12,1993; FILED: November 16, 1993. OPEN MORTGAGES AND LIENS: -NONE- TAX INFORMATION: Tax I.D. No.: 10-29-22-24-0079 (Covers additional land) Taxes forthe year 2014: $0.00 (EXEMPT) Delinquent Tax: None Base Tax: $0.00 (EXEMPT) (Non -Homestead) Estimated Market Value: $4,671,600.00 Assessed in the name of: City of Maplewood LT Hic Number 510414 Page 1 of 2 Packet Page Number 89 of 452 G7, Attachment 3 NAME SEARCHES: There are no unsatisfied judgments and notices of Federal or State Tax Liens docketed in Ramsey County District Court, and the Ramsey County Recorder's office appearing against the following names (through the date interest was conveyed out): The City of Maplewood Except as follows: Not Searched POSTED EFFECTIVE DATE: 4th day of August, 2014 This Property Report is not a title examination, title opinion, title insurance commitment or title insurance policy. This report is furnished for the use and benefit of the requesting party. The liability of the reporting company caused by inaccuracies contained herein is limited to the amount paid for in said report. Land Title, Inc. • 2200 West County Road C, Suite 2205, Roseville, MN 55113 • phone (651) 638-1900 • fax (651) 697-6185 • landEitf-i_ncccm. LT File Number: 510414 Packet Page Number 90 of 452 Page 2 of 2 LT File Number: 510413 Report prepared on: August 27, 2014 Prepared for: Kueppers, Kronschnabel & Daly P.A. 101 East Fifth Street, Suite 1500 Us Bank Center St Paul, MN 55101 Attn: Fred A. Kueppers Client File No.: Applicant: Property Address: County: Property Type: PROPERTY REPORT G7, Attachment 3 1W LAN TLE service beyond the expected Twin Cities Bible Church, a Minnesota non-profit corporation 2555 Hazelwood Street North, Maplewood, MN 55109 Ramsey Abstract Property State: Minnesota LEGAL DESCRIPTION: The East 518.38 feet of the South half of the Northeast Quarter of the Northwest Quarter, Section 10, Township 29, Range 22, except the South 150 feet of the East 183 feet thereof, Ramsey County, Minnesota.. APPARENT RECORD OWNER: Twin Cities Bible Church, a Minnesota non-profit corporation WARRANTY DEED: The Church of Holy Redeemer/St. Peter, a Corporation to Twin Cities Bible Church, a Minnesota non-profit corporation; DOCUMENT NO.: 4077936; DATED: January 29, 2008; FILED: February 4, 2008. (Covers additional Land) OPEN MORTGAGES AND LIENS: 1. COMBINATION MORTGAGE, SECURITY AGREEMENT AND FIXTURE FINANCING STATEMENT: Twin Cities Bible Church, a Minnesota non-profit corporation, to Premier Bank Minnesota; Document No.: 4077937; Dated: January 29, 2008; Filed: February 4, 2008; Amount: $1,745,000.00. (Covers additional land) 2. ASSIGNMENT OF LEASES AND RENTS: Twin Cities Bible Church, a Minnesota non-profit corporation, to Premier Bank Minnesota; Document No.: 4077938; Dated: January 29, 2008; Filed: February 4, 2008. (Covers additional land) TAX INFORMATION: Tax I.D. No.: 10-29-22-21-0008 Taxes for the year 2014: $0.00 (EXEMPT) Delinquent Tax: None Base Tax: $0.00 (EXEMPT) (Non -Homestead) Estimated Market Value: $2,161,300.00 Assessed in the name of: Twin Cities Bible Church LT File Number: 510413 Page 1 of 2 Packet Page Number 91 of 452 G7, Attachment 3 NAME SEARCHES: There are no unsatisfied judgments and notices of Federal or State Tax Liens docketed in Ramsey County District Court, and the Ramsey County Recorder's office appearing against the following names (through the date interest was conveyed out): Twin Cities Bible Church Except as follows: None POSTED EFFECTIVE DATE: 4th day of August, 2014 This Property Report is not a title examination, title opinion, title insurance commitment or title insurance policy. This report is furnished for the use and benefit of the requesting party. The liability of the reporting company caused by inaccuracies contained herein is limited to the amount paid for in said report_ Land Title, [nc. • 2200 West County Road C, Suite 2205, Roseville, MN 55113 • phone (651) 638-1900 • fax (651) 697-6185 • !and=itleinc_orn. LT File Number: 510413 Packet Page Number 92 of 452 Page 2 of 2 LT File Number: 509177 Report prepared on: August 27, 2014 prepared for: Kueppers, Kronschnabel & Daly P.A. 101 East Fifth Street, Suite 1500 Us Bank Center St Paul, MN 55101 Attn: Sean Skrypek Client File No.: PROPERTY REPORT G7, Attachment 3 AT- N T [TLE service beyond the expected Applicant: First Evangelical Free Church of St. Paul, Minnesota, a Minnesota religious corporation Property Address: 1534 County Road C East, Maplewood, MN 55109 County: Ramsey State: Minnesota Property Type: Abstract Property LEGAL DESCRIPTION: The N. 20 acres of the East 1/2 of the Northwest 1/4 of Section 10, in Township 29 North, Range 22 West, Ramsey County, Minnesota, Except that part thereof described as follows: The South 105 feet of the North 395 feet of the West 207.5 feet of the East 867.3 feet of the North 20 acres of the East 1/2 of the Northwest 1/4 of Section 10, Township 29 North, Range 22 West, Ramsey County, Minnesota and the South 103 feet of the North 393 feet of the West 207.5 feet of the East 659.8 feet of the North 20 acres of the East 1/2 of the Northwest 1/4, Section 10, Township 29 North, Range 22 West, Ramsey County, Minnesota, excepting from this conveyance all existing railroad rights-of-way and railroad easements. APPARENT RECORD OWNER: First Evangelical Free Church of St. Paul, Minnesota, a religious corporation under the laws of Minnesota WARRANTY DEED: Philip F. Oswald and Jean H. Oswald, husband and wife, to First Evangelical Free Church of St. Paul, Minnesota, a religious corporation; DOCUMENT NO.: 3777935; DATED: July 29, 2004; FILED: July 30, 2004. OPEN MORTGAGES AND LIENS: 1. MORTGAGE: First Evangelical Free Church of St. Paul, M, a Minnesota religious corporation, to Platinum Bank; Document No. 4113244; Dated: August 20, 2008; Filed: August 22, 2008; Amount: $1,600,000.00; modified by MODIFICATION AGREEMENT to extend the maturity date; Document No.: 4363119; Dated: August 21, 2012; Filed: October 18, 2012. (Covers additional land) 2. ASSIGNMENT OF RENTS AND LEASES: First Evangelical Free Church of St. Paul, a Minnesota religious corporation, to Platinum Bank; Document No.: 4113245; Dated: August 20, 2008; Filed: August 22, 2008. (Covers additional land) TAX INFORMATION: Tax I.D. No_: 10-29-22-21-0002 Taxes for the year 2014: $0.00 (EXEMPT) Delinquent Tax: NONE Base Tax: $0.00 (EXEMPT) (Non -Homestead) Estimated Market Value: $493,500.00 Assessed in the name of: First Evangelical Free Church of St. Paul LT File Number: 509177 Page 1 of 2 Packet Page Number 93 of 452 G7, Attachment 3 NAME SEARCHES: There are no unsatisfied judgments and notices of Federal or State Tax Liens docketed in Ramsey County District Court, and the Ramsey County Recorder's office appearing against the following names: First Evangelical Free Church of St. Paul, Minnesota Except as follows: NONE MISCELLANEOUS DOCUMENTS: Documents showing the first transfers of the quarter quarter as a whole and the split into the North and the South. WARRANTY DEED: Document No. Book 64 of Deeds, Page 34; Dated November 26, 1872; Filed June 3, 1874. QUIT CLAIM DEED: Document No. Book 92 of Deeds, Page 506; Dated March 19, 1881; Filed March 28, 1881. QUIT CLAIM DEED: Document No. Book 92 of Deeds, Page 536; Dated March 19, 188=April POSTED EFFECTIVE DATE: 4th day of August, 2014 This Property Report is not a title examination, title opinion, title insurance commitment or title insurance policy. This report is furnished for the use and benefit of the requesting party. The liability of the reporting company caused by inaccuracies contained herein is limited to the amount paid for in said report. Land Title, Inc. • 2200 West County Road C, Suite 2205, Roseville, VIN 55113 • phone (651) 638-1900 - fax (651) 697-6185 • landtiYleinc.com. LT Fie Number: 509177 Packet Page Number 94 of 452 Page 2 of 2 I OF 1 r r r e ARCHITECTURE + ENGINEERING + ENVIRONMENTAL + PLANNING www.is-91'J.0 -- CASSIA ASSISTED LIVING FACILITY Maplewood, Minnesota ]uly 29, 2019 ISG Project W. 19-23219 G8 CITY COUNCIL STAFF REPORT Meeting Date January 13, 2020 REPORT TO: Melinda Coleman, City Manager REPORT FROM: Shann Finwall, AICP, Environmental Planner PRESENTER: Jeff Thomson, Community Development Director AGENDA ITEM: 2020 SCORE Grant Agreement Action Requested: ✓ Motion ❑ Discussion ❑ Public Hearing Form of Action: ❑ Resolution ❑ Ordinance ✓ Contract/Agreement ❑ Proclamation Policy Issue: Ramsey County offers Select Committee on Recycling and the Environment (SCORE) grants to cities to enhance or improve their recycling efforts. SCORE grant funding is awarded on a per capita basis and is intended to help fund the City's recycling program. Maplewood has historically used SCORE funding to help offset the cost of collecting residential recyclables through the City's recycling contract. SCORE funds can also be used for administration, promotion activities, equipment, and/or organics collection. Recommended Action: Motion to approve the 2020 SCORE Grant Agreement. Fiscal Impact: Is There a Fiscal Impact? ❑ No ✓ Yes, the true or estimated cost is $98,150 SCORE grant funding with the option of an additional $18,695 if the City achieves the incentives. Financing source(s): ❑ Adopted Budget ❑ Budget Modification ❑ New Revenue Source ❑ Use of Reserves ✓ Other: The 2020 recycling program budget will be subsidized by the Ramsey County SCORE grant for amounts of $98,150 to $116,845 (depending on incentives) to help fund the collection of recyclables in the City. Strategic Plan Relevance: ❑ Financial Sustainability ❑ Integrated Communication ❑ Targeted Redevelopment ✓ Operational Effectiveness ❑ Community Inclusiveness ❑ Infrastructure & Asset Mgmt. The 2020 SCORE grant funds will be used to offset the cost of residential recycling collection by Tennis Sanitation. Packet Page Number 96 of 452 G8 Background The City Council authorized the submittal of the 2020 SCORE grant application during the October 28, 2019, City Council meeting. Ramsey County awarded Maplewood's SCORE grant and finalized the Agreement on December 6, 2019. Discussion Attached find the final 2020 SCORE Funding Recycling Grant Agreement. The City of Maplewood was awarded $98,150. In addition, the City has the option to be awarded up to $18,695 in additional funds if the City achieves incentives. Incentives outlined in the agreement are 1) BizRecycling - actively work with and promote BizRecycling to businesses and institutions in collaboration with Ramsey/Washington Recycling & Energy for organics recycling and food waste reduction programs; 2) Multi -Unit Recycling - actively work with and promote free resources and grants to apartments and multi -unit buildings in collaboration with Ramsey/Washington Recycling & Energy to improve and/or start recycling in multi -unit dwellings. In 2019, the City's SCORE grant was $96,000 with an incentive of $14,400. To achieve the incentive in 2019, Maplewood added an organics drop off site and increased the number of businesses and institutions that participate in the City's curbside residential recycling program from 23 to 34 by the end of 2019. Attachments 1. 2020 SCORE Funding Agreement Packet Page Number 97 of 452 G8, Attachment 1 AGREEMENT BETWEEN RAMSEY COUNTY AND THE CITY OF MAPLEWOOD FOR A SCORE FUNDING RECYCLING GRANT This Agreement is between Ramsey County (the "County") and the City of Maplewood (the "Municipality'). 1. OBLIGATIONS a. Collection 1. The Municipality shall ensure residential recycling service is available weekly or every other week to residents at their place of residence, including all multi -unit dwellings and manufactured home parks. 2. The Municipality shall provide recycling for at least the following materials at curbside and multi -unit dwelling properties: a. Paper. b. Cardboard. c. Glass bottles. d. Metal cans. e. Cartons. f. Plastic beverage and food containers. g. Organics when present. 3. Ensure the collection of textiles for recycling is available to residents through curbside collection and to multi -unit dwellings through special collection or drop-off. 4. The Municipality shall add additional recyclable materials as reliable markets become available. 5. The Municipality shall maintain a long-term funding mechanism for its residential recycling programs. 6. For eligibility for additional incentive resources, the Municipality commits to the following (choose up to two): Bulky Waste Collection. Establish an efficient and effective program to provide collection of bulky waste items from single family homes at no cost or a discounted price and that also prioritizes recycling and/or reuse. Engage Small Businesses. Include small businesses in curbside recycling services and actively engage those businesses to participate in the service. ✓ Promote BizRecycling. Actively work with and promote BizRecycling to businesses and institutions in collaboration with Ramsey/Washington Recycling & Energy for organics recycling and food waste reduction programs. ✓ Promote Multi -unit Recycling. Actively work with and promote free resources and grants to apartments and multi -unit building in collaboration with Ramsey/Washington Recycling & Energy to improve and/or start recycling in multi -unit dwellings. 2020 SCORE Agreement for Cities 1 Packet Page Number 98 of 452 G8, Attachment 1 Organics drop-off site. Co-sponsor an organics drop-off site with the county (for suburban cities only). Additional eligible incentive. Guidelines for fulfilling the Municipality's obligations for this incentive are included in the Recycling Performance Work Plan as described below in 1(b). b. Recycling Performance Work Plan During 2020, the Municipality shall implement the strategies on the Recycling Performance Work Plan, specific to the Municipality, attached as Exhibit 1, to measure its progress towards achieving recycling goals. Work plans may be updated if agreed to by both parties in writing. c. Reimbursement 1. Expenses eligible for reimbursement must be in accordance with the established eligible expenses. Funds not spent by the Municipality during the budget year will be retained by the County. Unspent funds may be used by the County for SCORE -eligible expenditures as determined by the County. If applicable, the Municipality shall use the SCORE funds as specified by the Joint Powers Agreement for Recycling Funding dated July 1, 2019. The County shall reimburse the Municipality a maximum not to exceed sum of $98,150 in base funding and $18,695 in incentive funding. Subject to the provisions of section 1(c)(5) below, the Municipality shall receive two payments for base funds. A payment of 50% of the total base funding award will be made within 35 days of receipt of an invoice, and in no case prior to the first day of March. The second payment of 50% of the total base funding award will be made within 35 days of receipt of an invoice, and in no case before the first day of June. The Municipality may invoice for the entire incentive funding amount upon completion of the incentive project by submitting an invoice and appropriate documentation of expenses. 3. The Municipality shall not use grant funds for expenses, or a portion of expenses, which have been or will be reimbursed by other parties, or for expenses that do not meet the eligibility criteria outlined in the SCORE grant application. 4. The County's obligation under this Agreement is subject to the availability and provision of funding from the State of Minnesota. The County may immediately cancel this Agreement or reduce the reimbursement to the Municipality to the extent funds received from the State are reduced or eliminated. The County is acting as fiscal agent for the Municipality and in no event shall be obligated to reimburse the Municipality in an amount in excess of that actually received from the State. 5. The County may deny reimbursement to the Municipality, or seek recovery of payments disbursed to the Municipality, if the Municipality is unable to verify that recycling collection service is provided at each place of residence, including multi -unit dwellings and manufactured home parks. The amount that the County may deny or seek recovery of, is that portion of the grant amount equivalent to the proportion of households not provided recycling collection service. 2020 SCORE Agreement for Cities Packet Page Number 99 of 452 G8, Attachment 1 d. Program and Performance Reports The Municipality shall submit a year-end report to the County through ReTRAC, the County's recycling and solid waste data management tool, by February 15, 2021. The report is to include information on recycling at all residential units, including multi -unit dwellings and manufactured home parks, even if the Municipality does not provide collection services to those units. The Municipality is responsible for providing complete and accurate information for all applicable screens in the ReTRAC database. 2. The Municipality shall submit a midyear status report through ReTRAC by August 1, 2020. e. Financial Reports 1. The Municipality shall submit, if requested by the County in its sole discretion, an audited financial report that shows how funds received from the County pursuant to this Agreement were disbursed. 2. Financial reports shall be in a form to be determined by the County, in its sole discretion. 3. If the municipality has a Joint Powers Agreement for Recycling Funding, the Municipality shall submit a letter which certifies that SCORE funds have been used pursuant to the Joint Powers Agreement and this Agreement. 2. TERM The term of this Agreement shall be from January 1, 2020 through December 31, 2020. 3. CANCELLATION Either party may cancel this Agreement at any time upon thirty (30) days written notice to the other party. In the event of termination, the Municipality shall be entitled to reimbursement for those eligible expenses incurred up to the termination date, provided the expenses have been incurred according to the budget shown in Attachment A and the Municipality is not otherwise in default of any terms and conditions in this Agreement. 4. DEFAULT Any of the following shall constitute default on the part of the Municipality: The failure of the Municipality to use funds in a manner consistent with this Agreement and Attachment A. b. The failure of the Municipality or its (sub)contractor(s) to use their best efforts to ensure the maximum collection and marketing of recyclable materials from all residential units. c. The failure of the Municipality to provide information satisfactory to the County as required in this Agreement, including information for the report required under Section 1(d). d. The failure of the Municipality to meet any terms and conditions of this Agreement. 2020 SCORE Agreement for Cities Packet Page Number 100 of 452 G8, Attachment 1 5. GENERAL CONDITIONS a. All services and duties performed by the Municipality pursuant to this Agreement shall be performed to the satisfaction of the County and in accordance with all applicable federal, state, and local laws, ordinances, rules and regulations as a condition of payment. The Municipality agrees that it will comply with all federal, State and local statutes and ordinances relating to nondiscrimination. b. The Municipality is an independent contractor and shall not be the employee of the County for any purpose. The County shall not be responsible for the payment of any taxes, either federal or State, on behalf of the Municipality, nor shall the County be responsible for any fringe benefits. No Civil Service or other rights of employment will be acquired by virtue of the Municipality's services. c. The Municipality and County each agree to defend, hold harmless and indemnify the other party, its officials, agents, and employees from any liability, loss or damage it may suffer as a result of demands, claims, judgments or costs arising out of or caused by reason of the indemnifying party's performance of its respective obligations under the provisions of this Agreement. This provision shall not be construed nor operate as a waiver of any applicable limits of or exceptions to liability set by law. d. Under no circumstances, however, shall either party be required to pay on behalf of itself or the other party, any amounts in excess of the limits on liability established in Minnesota Statutes Chapter 466 applicable to any one party. The statutory limits of liability for some or all of the parties may not be added together or stacked to increase the maximum amount of liability for any party. e. All data collected, created, received, maintained or disseminated for any purpose in the course of this Agreement is governed by the Minnesota Government Data Practices Act, Minn. Stat. Ch. 13, or any other applicable State statute, any State rules adopted to implement the Act and statutes, as well as federal statutes and regulations on data privacy. f. All books, records, documents and accounting procedures and practices of the Municipality and its (sub)contractor(s), if any, relative to this Agreement are subject to examination by the County and the State Auditor, as appropriate, in accordance with the provisions of Minnesota Statutes §16C.05, Subd. 5. g. The Municipality shall make all reasonable efforts to ensure that their employees, officials and subcontractors do not engage in violence while performing under this agreement. Violence, as defined by the Ramsey County Workplace Violence Prevention and Respectful Workplace Policy, is defined as words and actions that hurt or attempt to threaten or hurt people; it is any action involving the use of physical force, harassment, intimidation, disrespect or misuse of power and authority, where the impact is to cause pain, fear or injury. The Municipality will be required to pay any subcontractor within ten days of receipt of payment from the County for undisputed services provided by the subcontractor. The Municipality will be required to pay interest of 1% percent per month or any part of a month to the subcontractor on any undisputed amount not paid on time to the subcontractor. The minimum monthly 2020 SCORE Agreement for Cities Packet Page Number 101 of 452 G8, Attachment 1 interest penalty payment for an unpaid balance of $100.00 or more is $10.00. SCORE funds may not be used towards interest penalty payments. For an unpaid balance of less than $100.00, the Municipality shall pay the actual penalty due to the subcontractor. A subcontractor who prevails in a civil action to collect interest penalties from the Municipality must be awarded its costs and disbursements, including attorney's fees, incurred in bringing the action. i. All equipment purchased using funds provided in this Agreement shall remain the property of the Municipality. j. Any amendments to this Agreement shall be in writing and signed by both parties. 6. WASTE REDUCTION The Municipality shall comply with Minnesota Statues §115A.151 regarding recycling in local government facilities. The Municipality and its (sub)contractor(s) shall participate in a recycling program for at least four broad types of recyclable materials and shall favor the purchase of recycled products in its procurement processes. All reports, publications and documents produced as a result of this Agreement shall be printed on both sides of the paper, where commonly accepted publishing practices allow, on recycled and recyclable paper using soy -based inks, and shall be bound in a manner that does not use glue. 7. PUBLIC ENTITIES MANAGEMENT OF WASTE The Municipality shall comply with Minnesota Statutes §115A.46 and §115A.471 when arranging for the management of mixed municipal solid waste and assure delivery of such waste to a waste processing facility for resource recovery. 8. Recycling Markets Support Fund Ramsey County will reserve for the Municipality a portion of the Ramsey County Recycling Markets Support Fund (RMSF). This portion will be equal to the proportion of the county's population residing in the municipality, according to the most recent population estimates posted by the Metropolitan Council, multiplied by the total amount of the RMSF. To gain access to these funds, the Municipality must first apply to Ramsey County, in accordance with the guidelines in place at the time for distribution of the RMSF. The Municipality will be allowed to seek reimbursement for incurred expenses, in accordance with its application as approved by Ramsey County. Ramsey County shall reimburse the Municipality for adequately documented requests consistent with such an approved application and the RMSF guidelines. The Municipality must provide evidence, upon request, that no RMSF monies were used to transport materials to a landfill and/or landfill recyclable materials. Ramsey County reserves the right at any time to amend the total amount of the RMSF, to amend the guidelines for distribution of the RMSF or to eliminate the RMSF. 2020 SCORE Agreement for Cities Packet Page Number 102 of 452 RAMSEY COUNTY Ryan O'Connor, County Manager Date: Approval Recommended: Kathy Hedin, Interim Public Health Director Approved as to form and insurance: Assistant County Attorney 2020 SCORE Agreement for Cities CITY OF MAPLEWOOD By_ Title: Date: Approved as to Form: By Municipality Attorney By Clerk -Treasurer G8, Attachment 1 Packet Page Number 103 of 452 G9 CITY COUNCIL STAFF REPORT Meeting Date January 13, 2020 REPORT TO: Melinda Coleman, City Manager REPORT FROM: Steven Love, Director of Public Works/City Engineer PRESENTER: Steven Love AGENDA ITEM: Pond Clean Out/Dredging Project, City Project 19-27 a. Budget Adjustment b. Joint Powers Agreement with Ramsey Washington Metro Watershed District Action Requested: ✓ Motion ❑ Discussion ❑ Public Hearing Form of Action: ❑ Resolution ❑ Ordinance ✓ Contract/Agreement ❑ Proclamation Policy Issue: Stormwater ponds and retention basins are an important component for managing stormwater runoff and to help improve water quality for our lakes, ponds, and wetlands. The 2019-2023 Capital Improvement Plan (CIP) identifies maintenance work to be done on some of the City's ponds in 2019, 2021, and 2023. An initial project budget of $100,000 was approved at the December 9, 2019 City Council Meeting. Recommended Action: a. Motion to approve a Budget Adjustment b. Motion to approve the attached Joint Powers Agreement with Ramsey Washington Metro Watershed District for the 2019/2020 Pond Dredging Program, City Project 19-27 and direct the Mayor and City Manager to sign the agreement. Fiscal Impact: Is There a Fiscal Impact? ❑ No ✓ Yes, the true or estimated cost is $319,000 for pond dredging, pond survey work, sediment cores, and clean out/dredging costs. Financing source(s): ❑ Adopted Budget ✓ Budget Modification ❑ New Revenue Source ❑ Use of Reserves ✓ Other: Proposed funding will come from the Environmental Utility Fund (EUF). Payments to RWMWD will be made for the proposed work in 2020, 2021, and 2022. The Finance Director has reviewed the EUF fund balance and there are sufficient funds to move forward with the proposed work. Strategic Plan Relevance: ❑ Financial Sustainability ❑ Integrated Communication ❑ Targeted Redevelopment ✓ Operational Effectiveness ❑ Community Inclusiveness ✓ Infrastructure & Asset Mgmt. Stormwater ponds and retention basins are an important component of the City's storm water system. Maintenance work is required to ensure these systems are operating as designed. Packet Page Number 104 of 452 G9 Background Stormwater ponds and retention basins are utilized to control the runoff rate and minimize downstream flooding and erosion issues. These ponds and basins also capture sediment and help settle pollutants. Maintaining the City's stormwater ponds and basins includes conducting dredging projects to remove collected sediment. As part of Ramsey Washington Metro Watershed District's (RWMWD) Capital Imrovement Plan the District has offered local cities a partnership opportunity on their 2019/2020 pond dredging projects. RWMWD will perform all pond surveys, collect and review sediment core data, provide engineering design, and administer the pond cleaning contract. Local cities can choose to participate to have ponds/basins of their choice included with the RWMWD project. This partnership allows the City to maximize the amount of dredging that can be done through economy of scale as well as benefit from the RWMWD expertise. Dredging activities would take place early in 2020. The City's 2019-2023 CIP plan identifies a pond clean out/dredging projects from 2019-2023 in the amount of $300,000. Staff identified the top three ponds in need of dredging. This included two ponds located at the southeast corner of Larpenteur Avenue and McKnight Road and one pond located south of Maryland Avenue and west of Glendon Street (see attached map). An initial project budget of $100,000 was established at the December 9, 2019 City Council Meeting. Following that meeting, RWMWD opened bids from contractors, obtaining excellent pricing. As such, RWMWD informed City staff of an opportunity to take advantage of the excellent bid pricing and perform additional dredging in 2020 at a significant cost savings. RWMWD would front the additional money to complete the work in 2020 and allow the City to repay them over a three-year period (2020-2023). Staff recommends that the project budget be adjusted to $319,000 to allow for the dredging of the ponds/basins listed. Costs assocated with this project will be reimbursed back to RWMWD over a three-year period as defined in the joint -powers agreement. Staff further recommends that the Council approve the attached Joint Powers Agreement with Ramsey Washington Metro Watershed District for the 2019/2020 Pond Dredging Program, City Project 19-27 and direct the Mayor and City Manager to sign the agreement. Attachments 1. Proposed Pond Location Map 2. Pond Clean Out/Dredging 2019-2023 CIP Sheet 3. Pond Dredging Program JPA Packet Page Number 105 of 452 $ 0 0 LLI w w Hillside 0 Park RIPLEY AVE. KINGSTON d] AVE. G9, Attachment 1 Proposed Pond Locations " � � 5 Ponds #1 & 2 I z CD MCKNIGHT LARPENTEUR AVE 0 L w bc) w w ~ z �U O IDAHO AVE. W Q CL Ln HOYT AVE. Q MONTANA AVE. MONTANA MONTH TEVUN o,qK AVE. T RD, 6 1. MAPLE LN. 2. RUSTIC CT. Z. WOODLAND LN. 2 3 3 55149 30 55119 w Q w CT�iR. 00 �N U NEBRASKA �a�t MICHAEL DR DR Cc 2 REBECCA DR w VSp P o 3 PINETREE DR PVA Ca 2 3 4 4 B IRCHVIEW DR 7 I JZ�YUIV 16800 N Park k° RYAN DR 1 4 4 0 N � �e� Manufactured BEMLANA CT GTON Aterling Oaks e5 N°as'ng ARL�N w Park ���� Estates OAKHILL CT z oO ANGELA CT 0 � Pond #3 w w � O� Jim's CL Prairie 5 6 O Manufactured 'Co E°taieg Mi ,EY LN Gil ELKHEART LN rY �y AVE. o W w DOL HIN DR o � TILSTN w COY07E LN 1 ANTELOPE WAY � Q L, z 0 2 AMBERJACK LN AVE BISON LN w 3 BEAVERDALE R = � Q TILSEN CT. 2 4 BOBCAT L o Q < 3 w 5 COUGAR L HAWTHORNE AVE. O D T E. MARYLAND 4 ROSE AVE. Q N 1 5 AVE 2 0 0 6 S ERUNG CR M L STERLUNG LN r 31 Uf 8 BEAVER CREEK PKWY o � P �5a � GERANi� �a. Tf3: MAGNOUA Capital Improvement Plan City of Maplewood, Minnesota Project# PW14.01 Project Name Pond Clean Out/Dredging Projects Type Maintenance Useful Life 50 years Category Utilities 2019 thru 2023 Department Public Works Contact Public Works Director Priority 3Important Status Active Description I Total Project Cost: $500,000 G9, Attachment 2 Stormwater ponds, also known as wet ponds, "NURP" ponds, or retention basins, are a necessary component for land development in order to manage stormwater runoff. These basins within the city of Maplewood were typically built to control runoff rates to minimize downstream flooding and erosion. These ponds are now also viewed as a mechanism to capture and settle pollutants. Maintaining the city's stormwater ponds requires the removal of sediment by conducting dredging proi ects. Justification due to the buildup of sediment, maintenance is required to ensure these basins are providing the designed rate control and maintain their ability o improve the quality of stormwater runoff. As part of the pond maintenance program, the city has established a goal of completing at least one )ond assessment every two years based on available funding and staff resources. Additionally, the city will look to capitalize on partnerships vith the local watershed districts and neighboring cities that are doing similar projects. The city is required to have a pond maintenance program is part of its NPDES MS4 general permit. This program would also coordinate with our flood mitigation projects and may be used for finalizing )ut identified proi ects as a result of the July 2011 flood event if they are of a higher priority than a pond cleanout. Expenditures 2019 2020 2021 2022 2023 Total Construction/Maintenance 100,000 100,000 100,000 300,000 200,000 Total Funding Sources 100,000 2019 2020 100,000 2021 2022 100,000 2023 300,000 Total Environmental Utility Fund 100,000 100,000 100,000 300,000 200,000 Total 100,000 100,000 100,000 300,000 will be a positive impact on the operating budget due to lower maintenance costs. 278 Packet Page Number 107 of 452 G9, Attachment 3 JOINT POWERS AGREEMENT 2019/2020 POND DREDGING PROGRAM RAMSEY-WASHINGTON METRO WATERSHED DISTRICT AND CITY OF MAPLEWOOD This joint powers agreement (the "Agreement") is entered into this day of , 2020 by and between the Ramsey -Washington Metro Watershed District ("RWMWD"), a watershed district under the laws of Minnesota and the city of Maplewood ("Maplewood"), a municipal corporation under the laws of Minnesota, pursuant to the provisions of Minnesota Statutes, section 471.59 (the "Joint Powers Act" or "JPA"). WHEREAS, Maplewood owns and maintains two storm water treatment basins located at the southeast corner of the intersection of McKnight Road and Larpenteur Avenue. The basins lie within a public drainage and utility easement and are depicted on Exhibit A attached hereto; and WHEREAS, Maplewood owns and maintains one storm water treatment basin located south of Maryland Avenue and west of Ferndale Street. The basin lies within property owned by Maplewood, PID No. 252922120008, and is depicted on Exhibit B attached hereto; and WHEREAS, RWMWD has planned a pond dredging project (the "Project") as part of their Capital Improvement Plan; and WHEREAS, RWMWD and Maplewood wish to enter into this Agreement for the purpose of specifying their respective obligations and responsibilities in implementing the Project. NOW, THEREFORE, in consideration of the mutual undertakings herein expressed, the parties agree as follows: Purpose. The purpose of this JPA is to specify the duties of the parties as they implement the Project. 2. Description of Project. The Project will be implemented on the three storm water treatment basins detailed above. The Project includes the winter dredging of the three basins and disposal of dredged material. Cost. Maplewood shall be responsible for the actual and reasonable costs of the Project in an amount not to exceed $319,000. Project costs include the costs of construction, disposal of removed material, site restoration and soft costs related thereto. 62992WIMA745-2 Packet Page Number 108 of 452 G9, Attachment 3 Maplewood agrees to make the following payments over the next three years: a. 2020 - $100,000 b. 2021 - $109,500 c. 2022 - $109,500 4. Design and Construction of the Project. RWMWD shall be responsible for the design and construction of the Project and the parties agree as follows: a. RWMWD shall plan and design, advertise and receive bids, award the contract, administer the construction and conduct inspections of the Project. b. Maplewood grants to RWMWD the right to access the basins through existing easements and/or on City owned property for the Project. Maplewood agrees to cooperate with RWMWD in the construction and completion of the Project. c. RWMWD and Maplewood agree to notify and coordinate access and other matters with the owners of affected properties regarding the construction schedule of the Project. d. RWMWD shall insure that its contractor shall name Maplewood as an additional insured. 5. Indemnity and Liability. Each party agrees to indemnify and hold harmless the other from any claims, losses, costs, expenses or damages, including reasonable attorney fees, resulting from the acts or omissions of the respective officers, agents or employees of the indemnifying party to the extent such acts or omissions relate to activities conducted by the indemnifying party under this Agreement or in the construction of the Project. Nothing herein shall be deemed a waiver of any statutory or common law limitations on liability available to either of the parties and no third party may stack claims against both parties. 6. Operations and Maintenance. Operations and maintenance of said three basins shall be the sole responsibility of Maplewood following the completion of the Project. Maplewood grants RWMWD the right to access the basins through existing easements and/or on City owned property for the Project. In exchange, RWMWD agrees not to cause any damage to the property. If damage occurs as a result of RWMWD's actions, RWMWD shall repair the property to the same or similar condition. 7. Notices. For the purpose of delivery of any notice required by this Agreement, notice shall be effective if delivered certified or registered United States mail, return receipt requested, postage prepaid or hand delivered to: 629929v1MA745-2 W Packet Page Number 109 of 452 G9, Attachment 3 a. As to Maplewood: City of Maplewood 1830 County Road B East Maplewood, MN 55109-2702 Attn: City Manager b. As to RWMWD: Ramsey -Washington Metro Watershed District 2665 Noel Drive Little Canada, MN 55117 or at such other address as either party may notify the other in accordance with this section 7. Entire Agreement. This Agreement contains the entire agreement between the parties and supersedes all oral agreements and representations between the parties relating to the subject matter thereof. Any alteration, variation, modification or amendment of this Agreement shall be valid only if in writing and executed by both parties. 9. Data Practices. All documents regarding the Project shall be handled in accordance with the Minnesota Data Practices Act. 10. Conflict of Interest. Each party, to the best of its respective knowledge, represents and agrees that no member, official or employee shall have any personal interest, direct or indirect, in this Agreement or the Project nor shall any member, official or employee participate in any decision relating to this Agreement or the Project which affects his or her personal financial interests or the interest of any corporation, partnership or association in which he or she is, directly or indirectly, interested. 11. Titles of Sections. The titles of sections of this Agreement are inserted for convenience of reference only and shall be disregarded in constructing or interpreting any of the provisions hereof. 12. Severability. If any term or provision contained in this Agreement is declared to be invalid or unenforceable by a court of competent jurisdiction, the remaining provisions of this Agreement shall not be affected thereby and shall remain in full force and effect and shall be valid and enforceable to the fullest extent permitted by law. 13. Equal Opportunity. The parties agree that in the construction, operation and maintenance of the Project they will comply with all applicable federal, state and local non-discrimination and equal employment laws and regulations. 14. Governing Law. This Agreement shall be interpreted under the laws of Minnesota. 62992WIMA745-2 Packet Page Number 110 of 452 G9, Attachment 3 15. Counterparts. This Agreement may be executed in any number of counterparts, each one of which will constitute one and the same instrument. 16. No Waiver. In the event that any provision contained in this Agreement should be breached by either party and thereafter waived by the other party, such waiver shall be limited to the particular breach so waived and shall not be deemed to waive any other concurrent, previous or subsequent breach hereunder. IN WITNESS WHEREOF, RWMWD and Maplewood have caused this Agreement to be executed on their behalves on the date first written above. 629929v1MA745-2 RAMSEY-WASHINGTON METRO WATERSHED DISTSRICT Its: Date: M Packet Page Number 111 of 452 G9, Attachment 3 CITY OF MAPLEWOOD Date: And by: Date: This Agreement drafted by: Kennedy & Graven, Chartered 470 U.S. Bank Plaza 200 South Sixth Street Minneapolis, MN 55402 (612) 337-9300 629929v1MA745-2 Packet Page Number 112 of 452 Mayor City Manager G9, Attachment 3 EXHIBIT A McKni,uht Road and Larpenteur Avenue Basins 629929v1MA745-2 A-1 Packet Page Number 113 of 452 EXHIBIT B Maryland Avenue and Ferndale Street Basin 'Maryland Avenue and I'L Ferndale Street �trmWater Basin - G9, Attachment 3 6299290MA745-2 Packet Page Number 114 of 452 CITY COUNCIL STAFF REPORT Meeting Date January 13, 2020 REPORT TO: Melinda Coleman, City Manager REPORT FROM: Steve Lukin, Fire Chief PRESENTER: Steve Lukin, Fire Chief AGENDA ITEM: Resolution to Accept Donation from Schmelz Countryside Action Requested: ✓ Motion ❑ Discussion ❑ Public Hearing Form of Action: ✓ Resolution ❑ Ordinance ❑ Contract/Agreement ❑ Proclamation Policy Issue: City Council approval is required for the Maplewood Public Safety Department to accept a $2000 donation from Schmelz Countryside. Recommended Action: Motion to approve the resolution accepting the donation made by Schmelz Countryside. Fiscal Impact: Is There a Fiscal Impact? ✓ No ❑ Yes, the true or estimated cost is $0.00 Financing source(s): ❑ Adopted Budget ❑ Budget Modification ❑ New Revenue Source ❑ Use of Reserves ❑ Other: n/a Strategic Plan Relevance: ❑ Financial Sustainability ❑ Integrated Communication ❑ Targeted Redevelopment ✓ Operational Effectiveness ❑ Community Inclusiveness ❑ Infrastructure & Asset Mgmt. City Council approval is required to accept the donation. Background Schmelz Countryside Volkswagen has been a long-time supporter of the Maplewood Public Safety Department. They have donated $2,000 to the Department. Countryside President, Jonathan Schmelz, has requested that the donation be put toward equipment purchase as needed by the Department. The Department is grateful for the incredibly generous support for operational equipment. Attachments 1. Resolution G10 Packet Page Number 115 of 452 G10, Attachment 1 RESOLUTION EXPRESSING ACCEPTANCE OF AND APPRECIATION OF A DONATION TO THE MAPLEWOOD FIRE DEPARTMENT WHEREAS, Schmelz Countryside has presented to the Maplewood Public Safety Department a donation in the amount of $2000.00; and WHEREAS, this donation is intended for the purpose of our equipment purchase to benefit the Department; and WHEREAS, the Maplewood City Council is appreciative of the donation and commends Jonathan Schmelz and Schmelz Countryside for their civic efforts, NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Maplewood, Minnesota, that: 1. The donation is accepted and acknowledged with gratitude; and 2. The donation will be appropriated for the Public Safety Department as designated; and 3. The appropriate budget adjustments be made. Approved by the Maplewood City Council this 13th day of January, 2020. Packet Page Number 116 of 452 G11 CITY COUNCIL STAFF REPORT Meeting Date January 13, 2020 REPORT TO: Melinda Coleman, City Manager REPORT FROM: Steve Lukin, Fire Chief PRESENTER: Steve Lukin, Fire Chief AGENDA ITEM: Resolution to Accept Donation from Cathy Petersen Action Requested: ✓ Motion ❑ Discussion ❑ Public Hearing Form of Action: ✓ Resolution ❑ Ordinance ❑ Contract/Agreement ❑ Proclamation Policy Issue: City Council approval is required for the Maplewood Fire Department to accept a $150 donation from Cathy Petersen. Recommended Action: Motion to approve the resolution accepting the donation made by Cathy Petersen. Fiscal Impact: Is There a Fiscal Impact? ✓ No ❑ Yes, the true or estimated cost is $0.00 Financing source(s): ❑ Adopted Budget ❑ Budget Modification ❑ New Revenue Source ❑ Use of Reserves ❑ Other: n/a Strategic Plan Relevance: ❑ Financial Sustainability ❑ Integrated Communication ❑ Targeted Redevelopment ✓ Operational Effectiveness ❑ Community Inclusiveness ❑ Infrastructure & Asset Mgmt. City Council approval is required to accept the donation. Background Cathy Petersen expressed gratitude to the Maplewood Fire Department for responding to an emergency call by donating $150 to the Department. The Department is grateful for the incredibly generous support of departmental programs and activities that seek to reduce and bring awareness to community risk reduction programs. A44-mrhr",mnfc 1. Resolution Packet Page Number 117 of 452 G11, Attachment 1 RESOLUTION EXPRESSING ACCEPTANCE OF AND APPRECIATION OF A DONATION TO THE MAPLEWOOD FIRE DEPARTMENT WHEREAS, Cathy Petersen has presented to the Maplewood Fire Department a donation in the amount of $150.00; and WHEREAS, this donation is intended for the purpose of our Community Risk Reduction Programs; and WHEREAS, the Maplewood City Council is appreciative of the donation and commends Cathy Petersen for her civic efforts, NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Maplewood, Minnesota, that: 1. The donation is accepted and acknowledged with gratitude; and 2. The donation will be appropriated for the Fire Department as designated; and 3. The appropriate budget adjustments be made. Approved by the Maplewood City Council this 13th day of January, 2020. Packet Page Number 118 of 452 G12 CITY COUNCIL STAFF REPORT Meeting Date January 13, 2020 REPORT TO: Melinda Coleman, City Manager REPORT FROM: Terrie Rameaux, Human Resource Coordinator PRESENTER: Mike Sable, Assistant City Manager/HR Director AGENDA ITEM: Resolution Approving 2020 Pay Rates for Temporary/Seasonal and Casual Part -Time Employees Action Requested: ✓ Motion ❑ Discussion ❑ Public Hearing Form of Action: ✓ Resolution ❑ Ordinance ❑ Contract/Agreement ❑ Proclamation Policy Issue: The Human Resource Department is requesting an adjustment to the positions affected by the new Minnesota Department of Labor and Industry minimum wage adjustment effective January 1, 2020. Also requesting an adjustment to the maximum pay for the "Intern" classification from $20 to $25 per hour, per department head request. Recommended Action: Motion to approve the attached temporary/seasonal and casual part-time pay rates resolution adjusting the minimum wage and Intern classification for January 1, 2020. Fiscal Impact: Is There a Fiscal Impact? ❑ No ✓ Yes, the true or estimated cost is minimal impact on department budgets. Financing source(s): ✓ Adopted Budget ❑ Budget Modification ❑ New Revenue Source ❑ Use of Reserves ❑ Other: Strategic Plan Relevance: ❑ Financial Sustainability ❑ Integrated Communication ❑ Targeted Redevelopment ✓ Operational Effectiveness ✓ Community Inclusiveness ❑ Infrastructure & Asset Mgmt Several temporary/seasonal and casual part-time positions start at the minimum wage which is driven by the State and/or federal minimum wage laws. The 2019 Minnesota minimum wage was $9.86 per hour. Effective January 1, 2020, the will be an adjustment for inflation to $10 per hour. Background In order to be compliant with the Minnesota Department of Labor and Industry, the City must increase the minimum pay for these position effective January 1, 2020. Attachments 1. 2020 Pay Rates Resolution for Temporary/Seasonal and Casual Part -Time Employees Packet Page Number 119 of 452 G12, Attachment 1 2020 PAY RATES RESOLUTION TEMPORARY/SEASONAL & CASUAL P/T EMPLOYEES WHEREAS, according to the Minnesota Public Employees Labor Relations act, part-time employees who do not work more than 14 hour per week and temporary/seasonal employees who work in positions that do not exceed 67 days in a calendar year, or 100 days for full-time students, are not public employees and are therefore not eligible for membership in a public employee union. NOW, THEREFORE, BE IT RESOLVED, that the following pay ranges and job classifications are hereby established for temporary/seasonal, casual part-time employees effective January 1, 2020 upon Council approval. Accountant $10.00-30.00 per hour Accounting Technician $10.00-22.00 per hour Administrative Assistant $10.00-23.00 per hour Background Investigator $25.00-40.00 per hour Building Inspector $14.00-35.00 per hour Building Attendant $10.00-15.00 per hour Community Service Officer $14.50-19.50 per hour Election Judge $10.00-12.00 per hour Election Judge - Assistant Chair $10.00-15.00 per hour Election Precinct Chair $10.00-16.00 per hour Engineering Aide $10.00-16.00 per hour Engineering Technician $10.00-16.00 per hour Fire Maintenance Engineer $14.00-18.00 per hour Fire/EMS Cadet $14.50-19.50 per hour Gardener $12.00-22.00 per hour Intern $10.00-25.00 per hour IT Technician $15.00-20.00 per hour Laborer $10.00-15.00 per hour Office Specialist $10.00-18.00 per hour Receptionist $10.00-16.00 per hour Recreation Instructor/Leader $10.00-32.00 per hour Recreation Official $10.00-30.00 per hour Recreation Worker $10.00-18.00 per hour Vehicle Technician $10.00-15.00 per hour Video Coordinator* $11.00-19.00 per hour Video Technician* $10.00-18.00 per hour * Video positions shall be paid a guaranteed minimum flat fee of $50 for 4 hours or less. BE IT FURTHER RESOLVED, this resolution will supersede previous resolutions setting pay rates for these pay classifications; and, BE IT FURTHER RESOLVED, that the City Manager shall have the authority to set the pay rate within the above ranges. Packet Page Number 120 of 452 G13 CITY COUNCIL STAFF REPORT Meeting Date January 13, 2020 REPORT TO: Melinda Coleman, City Manager REPORT FROM: Scott Nadeau, Public Safety Director PRESENTER: Scott Nadeau, Public Safety Director AGENDA ITEM: Resolution Accepting Donation from Sherman & Associates Action Requested: ✓ Motion ❑ Discussion ❑ Public Hearing Form of Action: ✓ Resolution ❑ Ordinance ❑ Contract/Agreement ❑ Proclamation Policy Issue: City Council approval is required in order for the Maplewood Public Safety Department to accept the $600 donation from Sherman and Associates. Recommended Action: Motion to approve the resolution accepting the donation made by Sherman and Associates. Fiscal Impact: Is There a Fiscal Impact? ✓ No ❑ Yes, the true or estimated cost is $0.00 Financing source(s): ❑ Adopted Budget ❑ Budget Modification ❑ New Revenue Source ❑ Use of Reserves ❑ Other: n/a Strategic Plan Relevance: ❑ Financial Sustainability ❑ Integrated Communication ❑ Targeted Redevelopment ✓ Operational Effectiveness ❑ Community Inclusiveness ❑ Infrastructure & Asset Mgmt. City Council approval is required to accept the donation. Background For attending the 2019 National Night Out event at Sherman and Associates, they are donating funds to the Maplewood Police and Fire Departments. Each department received a check for $300. Attachments 1. Resolution Packet Page Number 121 of 452 G13, Attachment 1 RESOLUTION EXPRESSING ACCEPTANCE OF AND APPRECIATION OF A DONATION TO THE MAPLEWOOD PUBLIC SAFETY DEPARTMENT WHEREAS, Sherman and Associates has presented to the Maplewood Public Safety Department a donation in the amount of $600; and WHEREAS, this donation was designated equally between the Police and Fire Departments in the amount of $300 each; and WHEREAS, this donation is intended for the purpose to support the needs of the Maplewood Public Safety Department; and WHEREAS, the Maplewood City Council is appreciative of the donation and commends Sherman and Associates. NOW, THEREFORE, BE IT RESOLVED, bythe City Council of the City of Maplewood, Minnesota, that: 1. The donation is accepted and acknowledged with gratitude -,and 2. The donation will be appropriated for the Public Safety Department as designated; and 3. The appropriate budget adjustments be made. Approved by the Maplewood City Council this 13th day of January, 2020. Packet Page Number 122 of 452 G14 CITY COUNCIL STAFF REPORT Meeting Date January 13, 2020 REPORT TO: Melinda Coleman, City Manager REPORT FROM: Steven Love, Public Works Director / City Engineer Ronald Batty, City Attorney PRESENTER: Steven Love Ronald Batty AGENDA ITEM: Special Assessment Policy Revisions Action Requested: ✓ Motion ❑ Discussion ❑ Public Hearing Form of Action: ❑ Resolution ❑ Ordinance ❑ Contract/Agreement ❑ Proclamation Policy Issue: Staff has reviewed the City's Special Assessment Policy and is recommending revisions to the existing policy. The City Council will consider formally adopting the revised Special Assessment Policy. Recommended Action: Motion to approve the adoption of the revised Special Assessment Policy. Fiscal Impact: Is There a Fiscal Impact? ✓ No ❑ Yes, the true or estimated cost is $0.00 Financing source(s): ❑ Adopted Budget ❑ Budget Modification ❑ New Revenue Source ❑ Use of Reserves ❑ Other: N/A Strategic Plan Relevance: ✓ Financial Sustainability ❑ Integrated Communication ❑ Targeted Redevelopment ❑ Operational Effectiveness ❑ Community Inclusiveness ✓ Infrastructure & Asset Mgmt. Special assessments are utilized as a funding source for Capital Improvement Projects (CIP) such as street improvement projects. Background Minnesota Statutes, Chapter 429, grants cities the authority to use special assessments to levy and collect assessments to help fund a broad range of public improvement projects. Special assessments are one of several funding sources that the City utilizes to fund public improvement projects. Packet Page Number 123 of 452 G14 Maplewood's Special Assessment policy was adopted on February 8, 2010. City staff and the City Attorney have reviewed the existing policy and are recommending revisions to the policy. The proposed revisions are being recommended primarily to clean up definitions and ensure the policy follows the Minnesota Statutes. The following is a summary of the key revisions to the policy: • Updated introduction language • Updated definitions • Removal of language that covers engineering standards • Updated language for methods of assessments • Removal of assessment rates • Updated language for payment of assessments • Updated language for deferred assessments o Limit deferrals to those allowed per State Statutes o Updated language on how a financial hardship is determined A redlined copy of the existing policy showing the proposed changes and a clean copy with the proposed changes has been attached to this report. Attachments 1. Special Assessment Policy — With Redlined Proposed Changes 2. Special Assessment Policy — Clean With Proposed Changes Packet Page Number 124 of 452 G14, Attachment 1 Maplewood Special Assessment Policy City of Maplewood, Minnesota Adopted by the Maplewood City Council on February 8th 2010xxxxxxxxxx Policy Revisions xxxxxxxx Formatted: DoclD, Left, Right: 0" City of Maplewood, MN / Special Assessment Policy Page 1 of 449 618877v2MA745-2 ✓✓✓ Packet Page Number 125 of 452 G14, Attachment 1 TABLE OF CONTENTS 1.0 POLICY GOALS....................................................................................................................... 3 2.0 INTRODUCTION....................................................................................................................43 3.0 POLICY DEFINITIONS...........................................................................................................m54 4.0 METHODS OF ASSESSMENT...............................................................................................96 5.0 ASSESSMENT UNIT RATESA 2 QR ^^ . ............................................................................................................................. ......................................................................................................................................... 7 6.0 PAYMENT OF ASSESSMENTS..........................................................................................a-47 7.0 DEFERRED ,o novFr, ASSESSMENTS.....................................................................448 8.0 ASSESSMENT CONSIDERATIONS...................................................................................428 Formatted: DoclD, Left, Right: 0" City of Maplewood, MN Special Assessment Policy Page 2 of 618877v2MA745-2 Packet Page Number 126 of 452 MAPLEWOOD Toge7her We Can Maplewood jrq-ll-- 1.0 POLICY GOALS The goals of Maplewood's special assessment policies and procedures are to: Provide a stable and continuing source of funding within the financial capacity of the City to accommodate infrastructure needs for new development, redevelopment, and maintenance within the community in a cost-effective manner. E, To be responsive to community needs and desires for health, safety, welfare, accessibility, and mobility provided by new infrastructure and the maintenance of existing assets. Provide for and ensure consistent, uniform, fair, and equitable treatment, insofar as is practical, lawful, and possible, of all property owners in regard to the assessment of cost for benefits to properties for the qualifying improvements listed in Minnesota Statutes, Chapter 429. D Provide the City Council and staff with guidelines and methods to efficiently distribute infrastructure costs to 19GRGf+iiRgbenefited properties in an equitable and consistent manner AeFeby ,,.,h,,.., iRg the value of . eFty by aGG gRiRg a pFepekieRate va ,,,. Af the "F Provide a comprehensive, well -constructed and well-maintained infrastructure system that services individual properties and takes advantage of economies of regional scale and �- r flexibility in the timing of infrastructure development. I To provide an effective tool for the management of municipal resources to support a highly functional and well-maintained system of infrastructure that promotes economic development and growth, fosters a sense of pride throughout the community, and facilitates the development and adoption of short and long-range capital improvement plans by identifying the aoRitueleextew. and sources of funding available. City of Maplewood, MN Special Assessment Policy Page 3 of 449 618877v2MA745-2 G14, Attachment 1 Formatted: Bullets and Numbering Formatted: Bullets and Numbering Formatted: Bullets and Numbering Formatted: Bullets and Numbering Formatted: Bullets and Numbering Formatted: Bullets and Numbering Formatted: Dodo, Left, Right: 0" Packet Page Number 127 of 452 G14, Attachment 1 Formatted: Font: Not Bold 2.0 INTRODUCTION A special assessment is a lev-�L-charge imposed on a property —.for a particular improvement that benefits those selected properties. Minnesota Statutes, Chapter 429, grants cities the authority to use special assessments as -a to levy and collect assessments to help fund a broad range of public improvements. The GP@Gqal aGGesrmept existsSpecial assessments are one of several funding sources that the City utilizes to A .Jirept heRef4 fr..m ^fund public improvement pFejeGtprojects, thereby reducing the reliance on the general tax levy. Chapter 429 limits a special assessment to the benefit the property receives, which is equal to the increase in dire^' nefitmarket value of the property as a result of the public improvement. This can be determined by appraisals completed prior to and after the subject public improvement project. Special assessments are a valuable tool cities ^tl,mzhat met theto help func public improvement projects by assigning a portion of the improvement costs aFe aeaigRed to beRefit Rgbenefited properties. This ret ,^e^ the h ur.deR OR the property tax Bevy o^d th„^eThe properties benefiting from the public improvements also have the opportunity for involvement with the City Council as outlined in the Chapter 429 orae^^^process, notably through P61110G HeaPiRgspublic hearings. While the special assessments goals, policies, and procedures have been identified herein, the City Council has the authority to deviate from this policy when Gael, r^ti^»^'^'e Tequity ^rcr the whe^^compliance with the law requires such deviation. Formatted: DoclD, Left, Right: 0" City of Maplewood, MN Special Assessment Policy Page 4 of 42-9 618877v2MA745-2 Packet Page Number 128 of 452 G14, Attachment 1 Formatted FontNot Bold 3.0 POLICY DEFINITIONS A. A.AldmaGept�Abutting Property: A property which has a boundary line that directly touches a public improvement project. B. Non -Abutting Property: A property which is adjacent, near, or close to a public Formatted: Numbered + Level: 1 + Numbering Style: +aqPFGVGRgeatsimprovement project but is not abutting. A, B, C, ... + Start at: 1 + Alignment: Left + Aligned at: 0.13" + Indent at: 0.38" C. Access: Properties shall be considered to have access to public street improvements Formatted: Indent: Left: 0.38" when they may enter onto the improvement from their own private driveway, private road, common driveway, shared easement, or Formatted: Numbered + Level: 1 + Numbering Style: A, B, C, ... + Start at: 1 + Alignment: Left + Aligned at: 4 50 feet ..f the Htilit,- a public street. 0.13" + Indent at: 0.38" Formatted: Indent: Left: 0.38" D. G.Adiusted Ar^^. n^ Area ..f ^ be Refited pFepe +., that haG 1.eeR .nedified by a Factor: A factor that modifies the assessment rate, assessable area, or Formatted: Numbered + Level: 1 + Numbering Style: assessable front footage to more accurately represent the true benefit that the property A, B, C, ... + Start at: 1 + Alignment: Left + Aligned at: receives from aR impFeyemeRt OR eampaFiGeR to etheF rr^^^Ft,^^ ;^ the ^ . 0.13" + Indent at: 0.38" aFea.the public improvements. The adjustment factor will be based on the improvement design parameters that are applicable to that parcel, as approved by the City Council. Design parameters that may be used to determine the adjustment factor include, but are not limited to: developable area, lot area comparison to surrounding lots in order to calculate equivalent front footage, trip generation; storm water runoff coefficients; water or sanitary sewer use; needed fire flow; and zoning or future land use. Formatted: Indent: Left: 0.38" E. D. Adm6iste4Admustable Frontage: The front footage of a benefited property that has been modified by an adjustment factor to more accurately represent the true benefit Formatted: Numbered + Level: 1 +Numbering style: that A, B, C, ... +Start at: 1 +Alignment: Left +Aligned at: 0.13" + Indent at: 0.38" . the property receives from the public improvements. This is useful for flag lots or other improved properties that have little direct frontage adjacent to the improvement, but from which access is available directly to and from the improvement area. n^^i^^ pa Fa neteF^ that Fnay be -^^.J to FWAQff GQGffiGiGRtGj water Gr saRitary GGWGF 6168i RGGdGd fore flew; and .3GRiR0 QF filt''re IARGI 6168. Formatted: Indent: Left: 0.38" Formatted: DocID, Left, Right: 0" City of Maplewood, MN / Special Assessment Policy Page 5 of 4-29 618877v2MA745-2 Packet Page Number 129 of 452 G14, Attachment 1 n^^^^^^ ^^Fnssessable Costs: Those costs of public improvements that "^, �"^^^ Formatted: Numbered + Level: 1 + Numbering Style: rd.. 4..rw......J 4..4.. benefit speGifisabutting and/or non -abutting properties. The ^^^^^^ed ^^^' A, B, c, ... +start at: 1 +Alignment: Left +Aligned at: will be equal te the pFejeGt Gast FniRuG the Gity Gast. PFejeGt GeGtG eligible feF aGGeGGFReRt 0.13" + Indent at: 0.38" include All ^^^'^ ^ ^'^ with the ^'^ ^^' ^^ but, but are not limited to, land acquisition, demolition, construction, administration, and engineering, legal, financing and other costs as determined by the City Council. The financing charges include all costs of financing the project. These costs include, but are not limited to, financial consultant's fees, bond attorney's fees, and capitalized interest. G. Assessable Area: The assessable area is the total area of ^" ^f the "^^^f,',^^ prepe#+esa benefited property, when using an area based assessment. H. Assessable Footage: The assessable footage is the total front footage of all Qf the a benefited property, calculated by using the front footage method. 1 ' °^^,^^,^^' Assessment Rate: Is determined by taking the lesser of the Maximum Assessment Rate and the assessment rate established by the special benefit appraisal. J. Assessment Unit: Front footage, area or4PAa single family residential standard lot. K. Benefit: The increase in PF6p8iij,market value as a result of a public improvement such as, but not limited to, a street, sidewalk, trail, curb and gutter, water main, sanitary sewer, storm sewer, park, or street landscaping. L. -K—Deferment: A process of postponing the collection of the and f,iRdiRg thePn ^^ ^ ^"^'^^, eestspecial assessmen. with the intention of collecting at a later date. M. 44 -Front Footage: The distance of a property measured along the right-of-way line that directly abuts an improvement. N. ?Lot Definitions: 1. Standard Lot: A lot that abuts and has access to a street on only one side of the lot. 4-2. Corner Lot: A lot located at a street intersection gabutting a street on both the front and side- of the lotfeetage. City of Maplewood, MN Special Assessment Policy Page 6 of 4-2-9 618877v2MA745-2 Packet Page Number 130 of 452 Formatted: Indent: Left: 0.38" Formatted: Numbered + Level: 1 + Numbering Style: A, B, C, ... + Start at: 1 + Alignment: Left + Aligned at: 0.13" + Indent at: 0.38" Formatted: Indent: Left: 0.38" Formatted: Numbered + Level: 1 + Numbering Style: A, B, C, ... + Start at: 1 + Alignment: Left + Aligned at: 0.13" + Indent at: 0.38" Formatted: Indent: Left: 0.38" Formatted: Numbered + Level: 1 + Numbering Style: A, B, C, ... + Start at: 1 + Alignment: Left + Aligned at: 0.13" + Indent at: 0.38" Formatted: Indent: Left: 0.38" Formatted: Numbered + Level: 1 + Numbering Style: A, B, C, ... + Start at: 1 + Alignment: Left + Aligned at: 0.13" + Indent at: 0.38" Formatted: Indent: Left: 0.38" Formatted: Numbered + Level: 1 + Numbering Style: A, B, C, ... + Start at: 1 + Alignment: Left + Aligned at: 0.13" + Indent at: 0.38" Formatted: Indent: Left: 0.38" Formatted: Numbered + Level: 1 + Numbering Style: A, B, C, ... + Start at: 1 + Alignment: Left + Aligned at: 0.13" + Indent at: 0.38" Formatted: Indent: Left: 0.38" Formatted: Numbered + Level: 1 + Numbering Style: A, B, C, ... + Start at: 1 + Alignment: Left + Aligned at: 0.13" + Indent at: 0.38" Formatted: Indent: Left: 0.38" Formatted: Numbered + Level: 1 + Numbering Style: 1, 2, 3, ... + Start at: 1 + Alignment: Left + Aligned at: 0.38" + Indent at: 0.63" Formatted: DocID, Left, Right: 0" G14, Attachment 1 2—Double Frontage Lot: A non etre^t^ but ^^t ^ comer lot- 3li:Feau Maar Ch.... d LAA. Th A- se IA-ts ab i+ Rg 48d ^Gre^?? GSI de GaGG, GF . theFIGt9 Formatted• Numbered + Level: 1 + Numbering Style: 1, 2, 3, ... + Start at: 1 + Alignment: Left + Aligned at: 4Resabutting two separate streets. 0.38" + Indent at: 0.63" o^^t^^,. I. r 4—Non-Abutting Lot: A lot Formatted: Underline 5-4. hick benefits from a public Formatted: Numbered + Level: 1 + Numbering Style: improvement but does not directly abut the impFeyemeRt ^h^II h^ ^ GGR GR a pe 1, 2, 3, ... + Start at: 1 + Alignment: Left + Aligned at: h;4S;qG qf the Pan 14A improvements. 0.38° + Indent at: 0.63" 6. C..e..iel Gas;e Let r"ew.w.er..iel- A 'Qt ...high .-R ^ the improvement but may have little GF Re real PFGPG14�1 494RO the imprGvepRept shall 14A assessed on a fair And equitable 4)- 0. O. Maximum Assessment Rate: The maximum assessment rate is determined and annually adopted by the City Council. The Council adopts a unit rate which is associated with a single family residential lot as defined by the City's zoning code. If a residential property has frontage that allows for a future lot split (such as 150 feet allowing for two 75 foot wide lots), the second lot would be assessed. Commercial and multi -family properties are assessed on a front footage basis, while single family residential is assessed on a unit basis. The commercial rates are 1.5 times the amount of a single family residential rate due to the increased use of the improvement. The commercial and multi -family rate is calculated by multiplying the single family residential unit rate by 1.5 and then dividing by 75, which is the minimum frontage of a single family residential lot defined by the City's zoning code. Public Improvement: Improvements as allowed by Stat -;tat- it^t' it^Minnesota Statutes, section 429.021, that provide a special benefit to properties, including but not limited to streets, sidewalks, trails, curb, gutter, sanitary sewer systems, storm sewer systems, water treatment and distribution systems. Q. o, special Assessment: A legal process whereby the benefited property is charged for all or a portion of the cost of public improvements. P -Street: All public ways designed as means of vehicular and pedestrian access to the adjoining properties. City of Maplewood, MN Special Assessment Policy Page 7 of 4-29 618877v2MA745-2 Formatted: Numbered + Level: 1 + Numbering Style: A, B, C, ... + Start at: 1 + Alignment: Left + Aligned at: 0.13" + Indent at: 0.38" Formatted: Indent: Left: 0.38" Formatted: Numbered + Level: 1 + Numbering Style: A, B, C, ... + Start at: 1 + Alignment: Left + Aligned at: `\ 0.13" + Indent at: 0.38" Formatted: Indent: Left: 0.38" Formatted: Numbered + Level: 1 + Numbering Style: A, B, C, ... + Start at: 1 + Alignment: Left + Aligned at: 0.13" + Indent at: 0.38" Formatted: Indent: Left: 0.38" Formatted: DocID, Left, Right: 0" Packet Page Number 131 of 452 G14, Attachment 1 Formatted: DoclD, Left, Right: 0" City of Maplewood, MN / Special Assessment Policy Page 8 of 449 618877v2MA745-2 Packet Page Number 132 of 452 S. Undeveloped Property: A property that lacks physical improvements and has the potential to be developed/improved for commercial, industrial, residential or other uses. T. Unit: A unit represents the assessment for one single family residential property or one buildable single family residential property, consistent with the City's zoning code. 4.0 METHODS OF ASSESSMENT GGFRFReFG .,I r ek as ,",ill he assessed by fFGRt f....4 The following are several methods utilized to allocate special assessments to properties benefited by public improvements: Residential Unit Method: This method is used for single dwelliRgfamily residential properties. F A. Standard Lot: A standard lot will be assessed one unit. G14, Attachment 1 Formatted: Don't adjust space between Latin and Asian text, Don't adjust space between Asian text and numbers 4-B. Corner Lot: A let lennfed of e street intersentien he g beth front And 16i.de_lot fee a4 je. Formatted: Indent: Left: 0.13", Numbered + Level: 1 + shall he asse6red pe corner will be assessed one unit. If a driveway abuts both streets Numbering Style: A, B, Q ... + Start at: 1 + Alignment: and only one street is being improved then the lot will be assessed 50% of the per unit Left + Aligned at: 0" + Indent at: 0.25" basis for the street that is being improved. When the other street is improved in the future the property will then be assessed 50% of one unit for the second improvement project. Double Frontage Lot: 2-1. A double frontage lot'"'i1h ^ ^ to tw^ separate ReR Rter^eetgRg ^ .^r^^^.i Formatted: Numbered + Level: 1 + Numbering Style: that nas a driveway which accesses only one of the streets Retand cannot be split to 1, 2, 3, ... + Start at: 1 + Alignment: Left + Aligned at: form a serge second developable lotff�eywill be assessed feF aRyone unit when the 0.25" + Indent at: 0.5" street impFeyemeRt that it ha,. Aire^. ^^^e^^.^ that the driveway accesses is improved. 3. 4e96,l..rl", Chaig Thelets bHttiRg .. X11 de ..1h „Pse-aa� sf�eefs� sa�a�,�,� ^m s ch..11 h.. A ed reF Rif 2. A double frontage lot that has a driveway that accesses both streets will be assessed using the same method as a Corner Lot. 3. A double frontage lot that can be split into a two or more developable lots will be assessed one unit for each developable lot when the street that provides access is improved. D. Non -Abutting Lot: A Non -Abutting Lot will be assessed one unit. Adjusted frontage, area, or the use of an adjustment factor shall be considered. City of Maplewood, MN Special Assessment Policy Page 9 of 4-2-9 618877v2MA745-2 Formatted: DocID, Left, Right: 0" Packet Page Number 133 of 452 G14, Attachment 1 Commercial/ Multi -Family Front Footage Method:- This method is used for multi -family and Formatted: Font: Bold commercial properties. The commercial r^t^^ ^r^ eemput^ and multi -family rates are 1.5 the amount of a single family residential rate due to the increased use of the improvement. The commercial and multi -family rate is calculated by t^[a44p@multiplying the residential unit rate; by 1.5 then dividing 4 -by 754, which is the minimum resideRtial let `",idth` ^^d Fn ulti^lyi^^ by 1.5 frontage of a single family residential fate*lot as defined by the City's zoning code. @-A. Corner Lot: A t Ie..^t^r, ^t .. streetiRtere•er.tipR hay ^ bath freRt ;;Rdide let fee.^^^ Formatted Indent Left 0.13", Numbered + Level: 1 + corner lot shall be assessed for Numbering Style: A, B, Q ... + Start at: 1 + Alignment: ach side of the property abutting an Left + Aligned at: 0" + Indent at: 0.25" improvement. ,4— Double Frontage Lot: A'^t " 41; ^ ^ t^ t`"'^ 68paFat8 RGR iRt8FG8Gt°^^ ^ ^t^r^^^4°^^ Formatted: Indent: Left: 0.13", Numbered + Level: 1 + strggts; but double frontage lot shall be assessed using the same method as a corner Numbering Style: A, B, Q ... + Start at: 1 + Alignment: lot FRay be assessed fr,r ^ ^tr^^t i ^t thAt it I,^^ .lire^' ^ ^ to Left + Aligned at: 0" + Indent at: 0.25" irrequiarly 94aiae These Iet^ abl �tti Rg ^ ed streets, 11 de s^^^ Int..;,.,here Formatted: Underline Non -Abutting Lot: , ether Int the froRt feetage shall be Ga'Gulated usiRg aR average or other equitable rneaRs sudh as g. ReetaRg 6i:arA Non -Abutting Let: o lot with less t1,^^ five feet ef. diff ere^^e i^ Ie. ^t Formatted• No underline h.. h........ th . frARt ....rl 1.....L'At li....r. hAII N^ ., ...J N., -;PdARfr....4 f....4 � - Formatted: Indent: Left: 0.13", Numbered + Level: 1 + 9F Re Feel ^ ert y fre^ting the i ^t shall will be assessed in a fair and equitable Numbering Style: A, B, Q ... + Start at: 1 + Alignment: manner consistent with surrounding properties fronting the improvement. Adjusted Left + Aligned at: 0" + Indent at: 0.25" frontage, area, or the use of an adjustment factor shall be considered. Formatted: underline Formatted: DocID, Left, Right: 0" City of Maplewood, MN / Special Assessment Policy Page 10 of 4-29 618877v2MA745-2 Packet Page Number 134 of 452 G14, Attachment 1 Area Method: The Area Method distributes the assessment according to the gross area of the benefited lot, parcel, or area. The assessable area shall be expressed in terms of the number of acres or the number of square feet subject to assessment. The assessment for an individual property is equal to the assessable area (acres or square feet) x assessment rate per acre or per square feet. The use of an adjustment factor may be considered when appropriate. 5.0 ASSESSMEAT RATES OOW=W-4XF9 •• •• •• •• Note- Thece .,* r;ate� arp chi...n. fi.r..���.��r,..e Purposes niy DroGr+.. aThe City Council shall review and set the Maximum Assessment Rate on annual basis. For each X4+6 Formatted: Font: Not Bold, No underline Formatted: DoclD, Left, Right: 0" City of Maplewood, MN / Special Assessment Policy Page 11 of 4-29 618877v2MA745-2 Packet Page Number 135 of 452 G14, Attachment 1 6.0 PAYMENT OF ASSESSMENTS: 43A. Assessments for single family residential and multi -family properties can be paid over a Formatted: Indent: Left: 0.13", Numbered + Level: 1 + 15 year period through certification to property taxes as a special assessment. Interest Numbering Style: A, B, C, ... + Start at: 1 + Alignment: rates vary, but are set no more than 2% above the City's rate on the bond sale. The Left + Aligned at: 0" + Tab after: 0.25" + Indent at: increased rate covers administration and collection of the assessments over the life of the 0.25", Tab stops: Not at 0.25" + 0.5" repayment period. -)B. Assessments for commercial properties can be paid over an 8 year period through Formatted: Indent: Left: 0.13", Numbered + Level: 1 + certification to property taxes as a special assessment. Interest rate vary, but are set no Numbering Style: A, B, C, ... + Start at: 1 + Alignment: more than 2% above the City's rate on the bond sale. The increased rate covers Left + Aligned at: 0" + Tab after: 0.25" + Indent at: administration and collection of the assessments over the life of the repayment period. 0.25', Tab stops: Not at 0.25" + 0.5" C. For projects where the City does not utilize general obligation bonds, the interest rate will be set at 1.5% over the most recent (within a one year period) general obligation bond sale (rounded to the nearest .25%). If the City has not sold a general obligation bond within a one year period, the interest rate will be 1.5% over the current market rate for similarly rated municipal general obligation bonds (rounded to the nearest .25%). m341D. Property owners may wish to make a payment to the City within 30 days of the n.� ,. ,,,.. WeaFiR^.adoption of the assessment roll. Property owners may choose to make a full or partial (050 ) payment. No interest will be applied-techarged for payments received within 30 days of the ^^^^^^^ ^^' WeaFiR^ PaypH8Rts adoption of the assessment roll. For payments received a#e+more than 30 days after the adoption of the nr.,pr p.. u assessment roll but on or before (QGtebei:4)November 15, interest will be charged from the date of the WeaFiRg. T+ Will aeeeptP^FethaR iwe() paypAelite adoption of the assessment roll to the date of payment. After November 15, unpaid balances will be certified to Ramsey County for payment with property taxes eginning the year wafter the assessment roll was go Rd upted adopted. Formatted: Indent: Left: 0.13", Numbered + Level: 1 + Numbering Style: A, B, C, ... + Start at: 1 + Alignment: Left + Aligned at: 0" + Tab after: 0.25' + Indent at: 0.25', Tab stops: Not at 0.25' + 0.5" 44E. It should be noted that if only a partial payment is made before certification to Ramsey Formatted: Indent: Left: 0.13",Numbered + Level: 1 + County, the assessment balance eaRmay be paid over the same 15 year period for Numbering Style: A, B, C, ... + Start at: 1 + Alignment: single family residential property or multi -family property and 8 years for commercial Left + Aligned at: 0" + Tab after: 0.25" + Indent at: property. 0.25', Tab stops: Not at 0.25' + 0.5" City of Maplewood, MN Special Assessment Policy Page 12 of 4-29 618877v2MA745-2 Packet Page Number 136 of 452 Formatted: Keep with next Formatted: DocID, Left, Right: 0" 7.0 DEFERRED ^o DELAYED ASSESSMENTS: Minnesota Stat, lteStatutes, Chapter 429 allows for deferred ^^assessments. This section is only meant to cover the most frequent cases encountered by the City in past years. Minnesota Statutes shall govern in all cases. A. Ranco ,r r,«„e., Disability, National Quard 2^r1/Hardship Deferral for Seniors, Disabled Minnesota Statutes, section 435.193 authorizes the City Council to enact said deferrals. :�here#ere thAThe City Council Ghall, at 46 di6GF8tiGR, defe hereby provides for the pa�'R;GRtdeferral of aga special assessment fe.Fregarding any homestead property owned by a person fer-who is QRA of the f u^,•,;^^.. G14, Attachment 1 Formatted: Underline Formatted: Underline -)o- ^ P8FGGR Alh^ ^ 65 years of age or older.- -)O -A. A-geFseR whe is or retired by virtue of a permanent and total disability- for whom it would Formatted: Indent: Left: 0.13", Numbered + Level: 1 + be a hardship to make the payments; or Numbering Style: A, B, Q ... + Start at: 1 + Alignment: Left + Aligned at: 0" + Indent at: 0.25" -)O-B. A member of the Minnesota National Guard or other military reserves ea4e4who is Formatted: Indent: Left: 0.13", Numbered + Level: 1 + ordered into active se+ ,gPAmilitary service for whom it would be a hardship to make the Numbering Style: A, B, Q ... + Start at: 1 + Alignment: payments. Left + Aligned at: 0" + Indent at: 0.25" As a general guideline, a financial hardship exists if the total payment for the first year of the assessment is greater than 2% of the household's adjusted gross income. In order to determine financial hardship, the o ,hii,. Warks n,rerto City's public works director or F�n^e. DOreeterfinance director shall review the applicant's income -.9tat ... eRt n; a ,.,...eFal ,.,,ideliR a 0 Wealth ARd u. „P,.,., Remi,.,-; This financial hardship guideline is intended to make clear the standard basis for financial hardship and remain non-discriminatory in financial hardship reviews. However, the public works director or FO^^^^^ DiFRA 9 finance director may approve deferrals where extenuating circumstances exist as presented by the applicant. It should be noted that a deferred assessment accrues interest. The deferment comes due with interest upon death of the owner- (provided that the spouse is not otherwise eligible), sale/transfer/subdivision of property, termination of eligibility for the deferral, loss of homestead status of the property, or determination by the City Council that requiring immediate or partial payment would impose no hardship. The deferred assessment, with accrued interest, shall be payable over such period as may be determined by the City Council but no longer than 30 years from the year in which the assessment was levied. 13- UnimprovedFormatted Underline The City Council may grant deferrals for unimproved properties. The City Council s4a4may defer assessments for a period of 15 years-upGA, after which time if no improvement occurs the assessment shall be terminated. If improvements are made within 15 years the assessment shall come due with interest. The deferred assessment, with accrued interest, shall be payable City of Maplewood, MN Special Assessment Policy Page 13 of 4-2-9 618877v2MA745-2 Formatted: DocID, Left, Right: 0" Packet Page Number 137 of 452 over such period as may be determined by the City Council but no longer than 30 years from the year in which the assessment was levied. 8.0 ASSESSMENT CONSIDERATIONS: ^I^^^F^ ^+E -gSome private development projects that will hill he require the construction of public infrastructure . All such infrastructure shall be GGFnpletedconstructed as a o ,hli^ I...rrG eFReRt Dr. je Gt and Feq6lqFeG the De..eleper to public improvement aGGGFGliR0 tG the 429 PFGGGGG. 1 QQ% Qf the tetalproject ^ "t Gh.,II he paid by the petitieRer/.-.\ 6 ..Ie.-..-. Gtipulated GthenM.-.. The developer must execute a -24A. pa4petition and waiver agreement providing for the assessment of street100 percent of the costs of the public improvement to the property within the development, unless otherwise agreed to by the City. G14, Attachment 1 Formatted: Font: Not Bold Formatted: Tab stops: Not at -0.82" + -0.5" + 0" + 0.31" + 0.5" + V. + 1.5" + 2" + 2.5" + 3" + 3.5" + 4" + 4.5" + 4.75" + 5" + 5.5" + 5.75" Formatted: Indent: Left: 0.13", Numbered + Level: 1 + Numbering Style: A, B, Q ... + Start at: 1 + Alignment: Left + Aligned at: 0" + Indent at: 0.25" �3413. All properties benefiting from improvements are subject to the special assessment. Formatted: Indent: Left: 0.13", Numbered + Level: 1 + Numbering Style: A, B, Q ... + Start at: 1 + Alignment: 44C. The assessment rates will change year to year depending on Left + Aligned at: 0" + Indent at: 0.25" sei -nsi4City rate adjustments and benefit appraisal information. Special assessments Formatted: Indent: Left: 0.13", Numbered + Level: 1 + saRmay be madeimposed for improvements listed in Minnesota Statutes, Chapter 429 and Numbering Style: A, B, Q ... + Start at: 1 + Alignment: are not limited to those listed in this policy. Left + Aligned at: 0" + Indent at: 0.25" 5}D. The special assessment methods described in the policy statement saRRetshould not be Formatted: Indent: Left: 0.13", Numbered + Level: 1 + considered as all inclusive. Unique or unusual circumstances may, at times, justify special Numbering Style: A, B, Q ... + Start at: 1 + Alignment: consideration In ^ rh sit ,^tie^^ the Git„ r-^ ,^^'I may, from tirne to time establish by Left +Aligned at 0" +Indent at 0.25" it ,.. t.^..^ that Fn et have he Rtew plated OR this ^eliGy and the use of adjustment factors. 64E. Prior to the adoption of the assessment F^I^ adeptieR the -roll, a special benefit appraisal Formatted: Indent: Left: 0.13", Numbered + Level: 1 + will be performed to determine the benefit to the properties from the improvement project. Numbering Style: A, B, c, ... + Start at: 1 + Alignment: The assessment levy shall he „^r;f;ed to amount may not be At ^: helew that ^{greater Left +Aligned at: o" + Indent at: 0.25" than the benefit received by subject properties. TTEThe assessment amount will be the lesser of the special benefit appraisal determination or the Maximum Assessment Rate as set by the City Council PRay Gid8F aGGeGGiRg HP t^ 1004 of tetal r e^t ^^^t^ GF PFGYe-R City of Maplewood, MN Special Assessment Policy Page 14 of 429 618877v2MA745-2 Packet Page Number 138 of 452 Formatted: DocID, Left, Right: 0" G14, Attachment 2 Maplewood - j , 7t 7 M Special Assessment Policy City of Maplewood, Minnesota Adopted by the Maplewood City Council on February 8th, 2010 Policy Revisions xxxxxxxx City of Maplewood, MN Special Assessment Policy Page 1 of 9 618877v2MA745-2 Packet Page Number 139 of 452 G14, Attachment 2 TABLE OF CONTENTS 1.0 POLICY GOALS...................................................................................................................3 2.0 INTRODUCTION...................................................................................................................3 3.0 POLICY DEFINITIONS.........................................................................................................4 4.0 METHODS OF ASSESSMENT.............................................................................................6 5.0 ASSESSMENT UNIT RATES................................................................................................7 6.0 PAYMENT OF ASSESSMENTS...........................................................................................7 7.0 DEFERRED ASSESSMENTS...............................................................................................8 8.0 ASSESSMENT CONSIDERATIONS.....................................................................................8 City of Maplewood, MN Special Assessment Policy Page 2 of 9 618877v2MA745-2 Packet Page Number 140 of 452 G14, Attachment 2 Maplewood -41111111 , '1 7 1.0 POLICY GOALS The goals of Maplewood's special assessment policies and procedures are to: A. Provide a stable and continuing source of funding within the financial capacity of the City to accommodate infrastructure needs for new development, redevelopment, and maintenance within the community in a cost-effective manner. B. To be responsive to community needs and desires for health, safety, welfare, accessibility, and mobility provided by new infrastructure and the maintenance of existing assets. C. Provide for and ensure consistent, uniform, fair, and equitable treatment, insofar as is practical, lawful, and possible, of all property owners in regard to the assessment of cost for benefits to properties for the qualifying improvements listed in Minnesota Statutes, Chapter 429. D. Provide the City Council and staff with guidelines and methods to efficiently distribute infrastructure costs to benefited properties in an equitable and consistent manner. E. Provide a comprehensive, well -constructed and well-maintained infrastructure system that services individual properties and takes advantage of economies of regional scale and allows for flexibility in the timing of infrastructure development. F. To provide an effective tool for the management of municipal resources to support a highly functional and well-maintained system of infrastructure that promotes economic development and growth, fosters a sense of pride throughout the community, and facilitates the development and adoption of short and long-range capital improvement plans by identifying the extent and sources of funding available. 2.0 INTRODUCTION A special assessment is a charge imposed on a property for a particular improvement that benefits those selected properties. Minnesota Statutes, Chapter 429, grants cities the authority to use special assessments to levy and collect assessments to help fund a broad range of public improvements. Special assessments are one of several funding sources that the City utilizes to fund public improvement projects, thereby reducing the reliance on the general tax levy. Chapter 429 limits a special assessment to the benefit the property receives, which is equal to the increase in market value of the property as a result of the public improvement. This can be determined by appraisals completed prior to and after the subject public improvement project. Special assessments are a valuable tool for cities to help fund public improvement projects by assigning a portion of the improvement costs to benefited properties. The properties benefiting City of Maplewood, MN Special Assessment Policy Page 3 of 9 618877v2MA745-2 Packet Page Number 141 of 452 G14, Attachment 2 from the public improvements also have the opportunity for involvement with the City Council as outlined in the Chapter 429 process, notably through public hearings. While the special assessments goals, policies, and procedures have been identified herein, the City Council has the authority to deviate from this policy when equity or compliance with the law requires such deviation. 3.0 POLICY DEFINITIONS A. Abutting Property: A property which has a boundary line that directly touches a public improvement project. B. Non -Abutting Property: A property which is adjacent, near, or close to a public improvement project but is not abutting. C. Access: Properties shall be considered to have access to public street improvements when they may enter onto the improvement from their own private driveway, private road, common driveway, shared easement, or a public street. D. Adjusted Factor: A factor that modifies the assessment rate, assessable area, or assessable front footage to more accurately represent the true benefit that the property receives from the public improvements. The adjustment factor will be based on the improvement design parameters that are applicable to that parcel, as approved by the City Council. Design parameters that may be used to determine the adjustment factor include, but are not limited to: developable area, lot area comparison to surrounding lots in order to calculate equivalent front footage, trip generation; storm water runoff coefficients; water or sanitary sewer use; needed fire flow; and zoning or future land use. E. Adjustable Frontage: The front footage of a benefited property that has been modified by an adjustment factor to more accurately represent the true benefit that the property receives from the public improvements. This is useful for flag lots or other improved properties that have little direct frontage adjacent to the improvement, but from which access is available directly to and from the improvement area. F. Assessable Costs: Those costs of public improvements that benefit abutting and/or non - abutting properties include, but are not limited to, land acquisition, demolition, construction, administration, and engineering, legal, financing and other costs as determined by the City Council. The financing charges include all costs of financing the project. These costs include, but are not limited to, financial consultant's fees, bond attorney's fees, and capitalized interest. G. Assessable Area: The assessable area is the total area of a benefited property, when using an area based assessment. H. Assessable Footage: The assessable footage is the total front footage of a benefited property, calculated by using the front footage method. Assessment Rate: Is determined by taking the lesser of the Maximum Assessment Rate and the assessment rate established by the special benefit appraisal. City of Maplewood, MN Special Assessment Policy Page 4 of 9 618877v2MA745-2 Packet Page Number 142 of 452 G14, Attachment 2 J. Assessment Unit: Front footage, area or a single family residential standard lot. K. Benefit: The increase in market value as a result of a public improvement such as, but not limited to, a street, sidewalk, trail, curb and gutter, water main, sanitary sewer, storm sewer, park, or street landscaping. L. Deferment: A process of postponing the collection of the special assessment with the intention of collecting it at a later date. M. Front Footage: The distance of a property measured along the right-of-way line that directly abuts an improvement. N. Lot Definitions: 1. Standard Lot: A lot that abuts and has access to a street on only one side of the lot. 2. Corner Lot: A lot located at a street intersection abutting a street on both the front and side of the lot. 3. Double Frontage Lot: A non -corner lot abutting two separate streets. 4. Non -Abutting Lot: A lot which benefits from a public improvement but does not directly abut the improvements. O. Maximum Assessment Rate: The maximum assessment rate is determined and annually adopted by the City Council. The Council adopts a unit rate which is associated with a single family residential lot as defined by the City's zoning code. If a residential property has frontage that allows for a future lot split (such as 150 feet allowing for two 75 foot wide lots), the second lot would be assessed. Commercial and multi -family properties are assessed on a front footage basis, while single family residential is assessed on a unit basis. The commercial rates are 1.5 times the amount of a single family residential rate due to the increased use of the improvement. The commercial and multi -family rate is calculated by multiplying the single family residential unit rate by 1.5 and then dividing by 75, which is the minimum frontage of a single family residential lot defined by the City's zoning code. P. Public Improvement: Improvements as allowed by Minnesota Statutes, section 429.021, that provide a special benefit to properties, including but not limited to streets, sidewalks, trails, curb, gutter, sanitary sewer systems, storm sewer systems, water treatment and distribution systems. Q. Special Assessment: A legal process whereby the benefited property is charged for all or a portion of the cost of public improvements. R. Street: All public ways designed as means of vehicular and pedestrian access to the adjoining properties. S. Undeveloped Property: A property that lacks physical improvements and has the potential to be developed/improved for commercial, industrial, residential or other uses. City of Maplewood, MN Special Assessment Policy Page 5 of 9 618877v2MA745-2 Packet Page Number 143 of 452 G14, Attachment 2 T. Unit: A unit represents the assessment for one single family residential property or one buildable single family residential property, consistent with the City's zoning code. 4.0 METHODS OF ASSESSMENT The following are several methods utilized to allocate special assessments to properties benefited by public improvements: Residential Unit Method: This method is used for single family residential properties. A. Standard Lot: A standard lot will be assessed one unit. B. Corner Lot: A corner will be assessed one unit. If a driveway abuts both streets and only one street is being improved then the lot will be assessed 50% of the per unit basis for the street that is being improved. When the other street is improved in the future the property will then be assessed 50% of one unit for the second improvement project. C. Double Frontage Lot: 1. A double frontage lot that has a driveway which accesses only one of the streets and cannot be split to form a second developable lot will be assessed one unit when the street that the driveway accesses is improved. 2. A double frontage lot that has a driveway that accesses both streets will be assessed using the same method as a Corner Lot. 3. A double frontage lot that can be split into a two or more developable lots will be assessed one unit for each developable lot when the street that provides access is improved. D. Non -Abutting Lot: A Non -Abutting Lot will be assessed one unit. Adjusted frontage, area, or the use of an adjustment factor shall be considered. Commercial/ Multi -Family Front Footage Method: This method is used for multi -family and commercial properties. The commercial and multi -family rates are 1.5 the amount of a single family residential rate due to the increased use of the improvement. The commercial and multi- family rate is calculated by multiplying the residential unit rate by 1.5 then dividing by 75, which is the minimum frontage of a single family residential lot as defined by the City's zoning code. A. Corner Lot: A corner lot shall be assessed for each side of the property abutting an improvement. B. Double Frontage Lot: A double frontage lot shall be assessed using the same method as a corner lot. C. Non -Abutting Lot: A Non -Abutting Lot will be assessed in a fair and equitable manner consistent with surrounding properties fronting the improvement. Adjusted frontage, area, or the use of an adjustment factor shall be considered. City of Maplewood, MN Special Assessment Policy Page 6 of 9 618877v2MA745-2 Packet Page Number 144 of 452 G14, Attachment 2 Area Method: The Area Method distributes the assessment according to the gross area of the benefited lot, parcel, or area. The assessable area shall be expressed in terms of the number of acres or the number of square feet subject to assessment. The assessment for an individual property is equal to the assessable area (acres or square feet) x assessment rate per acre or per square feet. The use of an adjustment factor may be considered when appropriate. 5.0 ASSESSMENT RATES The City Council shall review and set the Maximum Assessment Rate on annual basis. For each public improvement project a "benefits appraisal" shall be conducted to determine the actual special assessment based on the benefit received by the subject property. 6.0 PAYMENT OF ASSESSMENTS: A. Assessments for single family residential and multi -family properties can be paid over a 15 year period through certification to property taxes as a special assessment. Interest rates vary, but are set no more than 2% above the City's rate on the bond sale. The increased rate covers administration and collection of the assessments over the life of the repayment period. B. Assessments for commercial properties can be paid over an 8 year period through certification to property taxes as a special assessment. Interest rate vary, but are set no more than 2% above the City's rate on the bond sale. The increased rate covers administration and collection of the assessments over the life of the repayment period. C. For projects where the City does not utilize general obligation bonds, the interest rate will be set at 1.5% over the most recent (within a one year period) general obligation bond sale (rounded to the nearest .25%). If the City has not sold a general obligation bond within a one year period, the interest rate will be 1.5% over the current market rate for similarly rated municipal general obligation bonds (rounded to the nearest .25%). D. Property owners may wish to make a payment to the City within 30 days of the adoption of the assessment roll. Property owners may choose to make a full or partial payment. No interest will be charged for payments received within 30 days of the adoption of the assessment roll. For payments received more than 30 days after the adoption of the assessment roll but on or before November 15, interest will be charged from the date of the adoption of the assessment roll to the date of payment. After November 15, unpaid balances will be certified to Ramsey County for payment with property taxes beginning the year after the assessment roll was adopted. E. It should be noted that if only a partial payment is made before certification to Ramsey County, the assessment balance may be paid over the same 15 year period for single family residential property or multi -family property and 8 years for commercial property. City of Maplewood, MN Special Assessment Policy Page 7 of 9 618877v2MA745-2 Packet Page Number 145 of 452 G14, Attachment 2 7.0 DEFERRED ASSESSMENTS: Minnesota Statutes, Chapter 429 allows for deferred assessments. This section is only meant to cover the most frequent cases encountered by the City in past years. Minnesota Statutes shall govern in all cases. Hardship Deferral for Seniors, Disabled or Military Persons Minnesota Statutes, section 435.193 authorizes the City Council to enact said deferrals. The City Council hereby provides for the deferral of a special assessment regarding any homestead property owned by a person who is: A. 65 years of age or older or retired by virtue of a permanent and total disability for whom it would be a hardship to make the payments; or B. A member of the Minnesota National Guard or other military reserves who is ordered into active military service for whom it would be a hardship to make the payments. As a general guideline, a financial hardship exists if the total payment for the first year of the assessment is greater than 2% of the household's adjusted gross income. In order to determine financial hardship, the City's public works director or finance director shall review the applicant's income. This financial hardship guideline is intended to make clear the standard basis for financial hardship and remain non-discriminatory in financial hardship reviews. However, the public works director or finance director may approve deferrals where extenuating circumstances exist as presented by the applicant. It should be noted that a deferred assessment accrues interest. The deferment comes due with interest upon death of the owner (provided that the spouse is not otherwise eligible), sale/transfer/subdivision of property, termination of eligibility for the deferral, loss of homestead status of the property, or determination by the City Council that requiring immediate or partial payment would impose no hardship. The deferred assessment, with accrued interest, shall be payable over such period as may be determined by the City Council but no longer than 30 years from the year in which the assessment was levied. Unimproved Property The City Council may grant deferrals for unimproved properties. The City Council may defer assessments for a period of 15 years, after which time if no improvement occurs the assessment shall be terminated. If improvements are made within 15 years the assessment shall come due with interest. The deferred assessment, with accrued interest, shall be payable over such period as may be determined by the City Council but no longer than 30 years from the year in which the assessment was levied. 8.0 ASSESSMENT CONSIDERATIONS: A. Some private development projects require the construction of public infrastructure. All such infrastructure shall be constructed as a public improvement project. The developer must execute a petition and waiver agreement providing for the assessment of 100 percent of the costs of the public improvement to the property within the development, unless otherwise agreed to by the City. City of Maplewood, MN Special Assessment Policy Page 8 of 9 618877v2MA745-2 Packet Page Number 146 of 452 G14, Attachment 2 B. All properties benefiting from improvements are subject to the special assessment. C. The assessment rates will change year to year depending on City rate adjustments and benefit appraisal information. Special assessments may be imposed for improvements listed in Minnesota Statutes, Chapter 429 and are not limited to those listed in this policy. D. The special assessment methods described in the policy statement should not be considered as all inclusive. Unique or unusual circumstances may, at times, justify special consideration and the use of adjustment factors. E. Prior to the adoption of the assessment roll, a special benefit appraisal will be performed to determine the benefit to the properties from the improvement project. The assessment amount may not be greater than the benefit received by subject properties. The assessment amount will be the lesser of the special benefit appraisal determination or the Maximum Assessment Rate as set by the City Council. City of Maplewood, MN Special Assessment Policy Page 9 of 9 618877v2MA745-2 Packet Page Number 147 of 452 G15 CITY COUNCIL STAFF REPORT Meeting Date January 13, 2020 REPORT TO: Melinda Coleman REPORT FROM: Steven Love, Director of Public Works / City Engineer Scott Schultz, Utility/Fleet/Parks Superintendent PRESENTER: Steven Love AGENDA ITEM: Purchase of One Street Sweeper Action Requested: ✓ Motion ❑ Discussion ❑ Public Hearing Form of Action: ❑ Resolution ❑ Ordinance ✓ Contract/Agreement ❑ Proclamation Policy Issue: The City of Maplewood's 2020-2024 Capital Improvement Plan (CIP) identifies the replacement of one street sweeper in 2020. City Council approval is needed to move forward with this purchase. Recommended Action: Motion to approve the purchase of one street sweeper and direct the Mayor and City Manager to enter into a contract with MacQueen Equipment for the purchase under MN State Contract #153288 in the amount of $180,886.00. Fiscal Impact: Is There a Fiscal Impact? ❑ No ✓ Yes, the true or estimated cost is $180,886.00. Financing source(s): ❑ Adopted Budget ❑ Budget Modification ❑ New Revenue Source ❑ Use of Reserves ✓ Other: The 2020-2024 CIP identifies $210,000.00 for the replacement of the old street sweeper. The cost for this purchase less the trade in value for the old unit ($40,000.00) is $180,886.00. This is $29,114.00 less than the proposed CIP amount of $210,000.00. The Finance Director has reviewed the fleet fund balance and there are sufficient funds to move forward with this purchase. Strategic Plan Relevance: ❑ Financial Sustainability ❑ Integrated Communication ❑ Targeted Redevelopment ✓ Operational Effectiveness ❑ Community Inclusiveness ✓ Infrastructure & Asset Mgmt. The new replacement street sweeper will increase work efficiencies and better serve the current and future needs of the Public Works department. Packet Page Number 148 of 452 G15 Background The current 2010 street sweeper is in need of replacement due to its age and condition. This street sweeper is an integral piece of equipment in the fleet and is used for sweeping activities throughout the spring, summer, and fall. Street sweepers are high wear machines and are scheduled for replacement on a seven to ten year basis. Owning and operating these pieces of equipment beyond this life span is not cost effective as the maintenance and repair costs increase dramatically and the trade in value decreases. The following is a summary of the costs for the street sweeper replacement: 1. MacQueen Equipment • 2020 Elgin Pelican Street Sweeper $180,886.00 Total Cost = $180,886.00 Attachments 1. Quote/Specs from MacQueen Equipment 2. 2020 CIP Sheet Packet Page Number 149 of 452 _1►_. ..... MacQueen Equipment G15, Attachment 1 M'ACQUEEN MACQUEEN 1125 7th Street E E'Q:U f P M EN T E KE RG: E N .0 Y St Paul, MN 55106 ::. :::::::::: ......: .:::::: : :::::::: :::::: 651-645-5726 • 800-832-6417 Ship To: IN STORE PICKUP Invoice To: CITY OF MAPLEWOOD *VISA* 1902 EAST COUNTY ROAD B MAPLEWOOD MN 55109 Branch 01 - MACQUEEN EQUIP Date Time Page 12/30/2019 8:34:37 (0) 1 Account No Phone No Est No 01 MAPLE006 6512492431 Q01551 Ship Via Purchase Order SS Tax ID No Salesperson JUDD GENEREAUX 126 EQUIPMENT ESTIMATE - NOT AN INVOICE Description ** Q U O T E ** EXPIRY DATE: 01/29/2020 Amount 2020 ELGIN PELICAN NP DUAL PRICING BASED OFF MINNESOTA STATE CONTRACT #153288 BASE UNIT $198,435 1.1 BATTERY DISCONNECT $192 1.2 HYDRAULIC TEMP & LEVEL SHUTDOWN $493 3.6 LED LGHTS IN BATTERY COMER $1226 2-3.7 LIMB GUARD $1244 EA. ($2488) 6.1 DUAL GUTTER BROOM $12,635 6.3 HIGH BACK AIR RIDE SEAT $1025 6.4 HEATED MOTORIZED MIRRORS $1297 6.8 CARBIDE DIRT SHOES $1131 6.11 BROOM TILT WITH INDICATOR $1964 DELIVERY & TRAINING INCLUDED. Trade Ins Serial #: NS0934D 2010 PELICAN NS DUAL Authorization: Packet Page Number 150 of 452 Sale # 01 Subtotal: TOTAL: Trade In Total: 220886.00 220886.00 220886.00 40000.00- 40000.00 - Subtotal: 180886.00 Quote Total: 180886.00 VisitUs0nline www. macgueengroup. com G15, Attachment 2 Capital Improvement Plan City of Maplewood, Minnesota )lect # Pw16.02 Justification The 2010 street sweeper is scheduled for replacement because of its age and condition. Street sweepers are high wear machines and are scheduled for replacement on a seven to ten year basis. Owning and operating these pieces of equipment beyond this life span is not cost effective as the maintenance and repair costs increase dramatically and the trade-in value decreases. Expenditures 2020 2021 2022 2023 2024 2025 Total Equip/Vehicles/Furnishings 210;000 210,000 Total 210,000 210,000 Funding Sources 2020 2021 2022 2023 2024 2025 Total Fleet Management Fund 210,000 210,000 Total 210,000 Budget Impact/Other There will be a positive impact on the operating budget due to lower maintenance costs. 210,000 Budget Items 2020 2021 2022 2023 2024 2025 Total Maintenance -1,000 -1,000 -13000 -13000 -1,000 -5,000 Total -1,000 -1,000 -1,000 -1,000 -1,000 -5,000 Packet Page Number 151 of 452 THIS PAGE IS INTENTIONALLY LEFT BLANK Packet Page Number 152 of 452 J1 CITY COUNCIL STAFF REPORT Meeting Date January 13, 2020 REPORT TO: Melinda Coleman, City Manager REPORT FROM: Shann Finwall, AICP, Environmental Planner PRESENTER: Shann Finwall, AICP, Environmental Planner AGENDA ITEM: Climate Adaptation Planning Process Action Requested: ❑ Motion ✓ Discussion ❑ Public Hearing Form of Action: ❑ Resolution ❑ Ordinance ❑ Contract/Agreement ❑ Proclamation Policy Issue: Maplewood and three other cities were awarded funding through the Minnesota Pollution Control Agency (MPCA) to create a Climate Adaptation Plan. The City's Sustainability Chapter of the 2040 Comprehensive Plan includes actions that deal with the effect of climate change, including adopting a Climate Adaptation Plan. The MPCA Climate Adaptation Plan grant will help the City implement the energy actions as outlined in the Comprehensive Plan. Recommended Action: Discuss the Climate Adaptation planning process and appoint one City Councilmember to serve on the Climate Adaptation Steering Committee. Fiscal Impact: Is There a Fiscal Impact? ✓ No ❑ Yes, the true or estimated cost is $0 Financing source(s): ❑ Adopted Budget ❑ Budget Modification ❑ New Revenue Source ❑ Use of Reserves ✓ Other: As part of the grant, Maplewood will offer approximately $3,150 in-kind for staff time to participate in the planning effort and coordinate and participate in community engagement. No matching cash funds are required as part of the grant award. Strategic Plan Relevance: ❑ Financial Sustainability ❑ Integrated Communication ❑ Targeted Redevelopment ✓ Operational Effectiveness ✓ Community Inclusiveness ❑ Infrastructure & Asset Mgmt. The Climate Adaptation planning process will ensure operational effectiveness by assisting the City in planning for impacts of climate change and improving community resilience. The Climate Adaptation Plan will serve as examples for other communities and accelerate adoption of resilience practices in Minnesota. To ensure community inclusiveness, the planning process includes community engagement and outreach with key stakeholders, particularly vulnerable populations. Packet Page Number 153 of 452 J1 Background In 2017, Maplewood carried out a Climate Vulnerability Assessment that identified the risks to Maplewood from climate change as well as vulnerable populations who may be more severely impacted than others (link to the assessment document found below). Informed by this assessment, the Sustainability Chapter of the 2040 Comprehensive Plan calls for the creation of a Climate Action and Adaptation Plan to address climate change impacts. In January 2019 the City Council approved a resolution authorizing the submittal of an environmental assistance grant for climate adaptation planning from the MPCA. Maplewood's partner Ted Redmond of Pale Blue Dot LLC submitted the application on behalf of the cities of Maplewood, Burnsville, Faribault, and Albert Lea. The grant was awarded and covers the following Climate Adaptation planning efforts: • Climate Risk and Vulnerabilities Review • Community Engagement • Climate Adaptation Strategy Development and Prioritization • Climate Adaptation Plan • Climate Adaptation Plan communication framework for sharing with the public Planning Process The planning process will take place in three phases: 1. Fall 2019: Community Engagement and Data Collection 2. Winter 2019 -Spring 2020: Goal -Setting and Initial Drafting 3. Summer 2020: Second Round of Engagement and Final Drafting Steering Committee A steering committee will be established to help guide the Climate Adaptation planning process. Representatives from: • City Council • Environmental and Natural Resources Commission • City and county staff teams • Additional jurisdictions such as the watershed district • Agencies and organizations working with vulnerable populations The steering committee will meet four times in the coming months to create a plan that will address the infrastructural, ecosystem, and vulnerable population impacts of the current and anticipated climate change in our area. Tentative dates and times for the meetings will be as follows: • Thursday, February 20, 3 to 4:30 p.m. • Thursday, March 19, 3 to 4:30 p.m. • Thursday, May 21, 3 to 4:30 p.m. • Thursday, June 25, 3 to 4:30 p.m. The plan will then be brought back to the full Environmental and Natural Resources Commission and City Council for final approval. Packet Page Number 154 of 452 J1 Outreach It is critical to the success of the planning process to engage vulnerable and underrepresented community members, particularly low-income residents, senior citizens, and residents with limited English proficiency. Some direct outreach to these groups has already been attempted this summer during various events, information in the fall edition of Seasons (link to Seasons found below), and through an online survey about residents' knowledge of and concern about climate change. Attachments None Links: 1. Climate Vulnerabilities: https://view.publitas.com/palebluedot/maplewood-climate- vulnerability-report/page/1 2. Fall Edition of Seasons: https://issuu.com/maplewoodmn/docs/seasons Packet Page Number 155 of 452 J2 CITY COUNCIL STAFF REPORT Meeting Date January 13, 2020 REPORT TO: Melinda Coleman, City Manager REPORT FROM: Steven Love, Public Works Director / City Engineer Jon Jarosch, Assistant City Engineer Tyler Strong, Civil Engineer I PRESENTER: Steven Love AGENDA ITEM: Resolution Accepting Feasibility Study, Authorizing Preparation of Plans & Specifications, and Calling for a Public Hearing, Dennis McClelland Area Street Improvements, City Project 19-10 Action Requested: ✓ Motion ❑ Discussion ❑ Public Hearing Form of Action: ✓ Resolution ❑ Ordinance ❑ Contract/Agreement ❑ Proclamation Policy Issue: City Council will consider the following; Resolution Accepting a Feasibility Report, Authorizing the Preparation of Plans & Specifications and Calling for a Public Hearing for the Dennis -McClelland Area Street Improvements, City Project 19-10. Recommended Action: Motion to approve a Resolution Accepting the Feasibility Report, Authorizing the Preparation of Plans and Specifications, and Calling for a Public Hearing at 7:00 p.m. on February 10, 2020 for the Dennis -McClelland Area Street Improvements, City Project 19-10. Fiscal Impact: Is There a Fiscal Impact? ❑ No ✓ Yes, the true or estimated cost is $8,388,000. Financing source(s): ❑ Adopted Budget ❑ Budget Modification ❑ New Revenue Source ❑ Use of Reserves ✓ Other: The proposed funding plan includes a combination of the G.O. Improvement Bonds, Special Benefit Assessments, the Environmental Utility Fund, the Sanitary Sewer Fund, Saint Paul Regional Water Services, and the W.A.C. Fund. Strategic Plan Relevance: ✓ Financial Sustainability ❑ Integrated Communication ❑ Targeted Redevelopment ❑ Operational Effectiveness ❑ Community Inclusiveness ✓ Infrastructure & Asset Mgmt. The Dennis -McClelland area neighborhood streets are an integral part of the City's infrastructure. The streets and utilities in this area have deteriorated and are in need of replacement. Packet Page Number 156 of 452 J2 Background The Feasibility Study for the Dennis -McClelland Street Improvements, City Project 19-10, is complete and available in the office of the City Engineer. A copy of the Feasibility Report has been included as an attachment to this report. The study includes information on the proposed improvements, costs, and financing. The Dennis -McClelland area neighborhood streets total approximately 2.04 miles in length. The neighborhood is generally bounded by Battle Creek to the north, Afton Heights Park to the west, Upper Afton Road to the south and Century Avenue to the east (see project location map, attachment 2). This project is a part of the approved 2020 — 2024 Capital Improvement Plan (CIP). Should the project be approved, construction would begin in May 2020. The aging and deteriorating condition of roads shown on the project map presents an ongoing maintenance problem for the City of Maplewood Street Department. The condition of the existing streets also represents a decreased level of service for the residents of Maplewood, with the City receiving numerous complaints from area residents about substandard street conditions. As part of this project it is anticipated the cast iron water mains will need to be replaced due to past break history and susceptibility to future breaks. Additionally, repairs to the sanitary sewer system are also anticipated. The proposed project will include a fog seal preventative maintenance treatment and sanitary sewer main lining. The location for both of these two items will be determined during the design phase. Neighborhood Correspondence Staff mailed initial informational packets to impacted residents on October 14th, 2019. The packet informs and requests input from the resident about a number of topics including street construction frequently asked questions (FAQ's), resident questionnaire, rainwater garden brochure and an informational assessment handout. Staff held the first informational neighborhood meeting on November 6th, 2019 at the Maplewood Community Center. The meeting included a presentation, question and answer session, neighborhood brainstorming session, and one-on-one conversations with city staff. Items discussed at this meeting included the public improvement process, construction process, existing conditions within the project area, proposed improvements, assessment information, and an estimated project timeline. Staff mailed out the invitation to 207 property owners who would be assessed as a part of the construction project. Approximately 50 residents attended the meeting. The majority of the conversation revolved around the potential for sidewalk on the north side of Upper Afton Road, current pavement conditions, future parking concerns with the proposed restriction to limit parking to one side of the street, the construction process and how it will impact local residents, and neighborhood drainage issues. The majority of residents in attendance were in favor of the project in general. Other items noted by residents at the neighborhood meeting included the need for additional street lighting, desire for traffic calming measures, and additional information on rain water gardens. Staff also received a petition that was signed by area residents in regards to their concerns over the potential for any road narrowing or parking restrictions. The petition requests that the road width be kept the same as it is today and that parking be allowed on both sides of the streets. Packet Page Number 157 of 452 J2 Additional neighborhood meetings and stakeholder correspondence are planned throughout the public improvement process to continue conversations with area residents and to ensure that everyone affected by the potential project is well informed and has had multiple chances to provide input on the project. Estimated Project Cost The total estimated project cost is $8,388,000 and is outlined below: Estimated Project Cost Summary Proposed Improvements Total Amount % of Total Street Improvements $3,733,500 44% Drainage Improvements $1,813,000 22% Sanitary Sewer Improvements $402,500 4% Water System Improvements $2,439,000 29% Total Estimated Project Cost: $8,388,000 100% The estimated costs include 10% contingencies and 12% overhead, which include geotechnical, legal, and fiscal expenses. The total estimated project cost is higher than the CIP due to an increase in water system costs along with additional drainage improvements not accounted for in the CIP. The attached feasibility report provides a more detailed construction and project cost estimate. Preliminary Project Funding Plan The improvements are proposed to be financed through a combination of G.O. improvement bonds, Special Benefit Assessments, Sanitary Sewer Funds, Environmental Utility Funds, Saint Paul Regional Water Services, and W.A.C. funds. An update to the financing plan may be needed in the future after the special benefits appraisal is received. Estimated Project Cost Recovery Funding Source Total Amount % of Total G.O. Improvement Bonds $2,421,500 29% Special Benefit Assessments $1,312,000 16% Sanitary Sewer Fund $402,500 4% Environmental Utility Fund $1,813,000 22% Saint Paul Regional Water Services $2,188,000 26% W.A.C. Fund $251,000 3% Total Estimated Project Funding: $8,388,000 100% The estimated project costs and the preliminary project funding plan have been reviewed by the Finance Director. Packet Page Number 158 of 452 J2 Project Schedule The following is a tentative schedule for City project 19-10 should it be determined to proceed with the project: Project Milestone Date Accept Feasibility Study, Order Public Hearing, Authorize Preparation of Plans & Specifications 1/13/2020 Public Hearing & Order Improvement 2/10/2020 Approve Plans and Specifications, Authorize Advertisement for Bids, Authorize Preparation of Assessment Roll 2/24/2020 Accept Assessment Roll & Order Assessment Hearings 3/9/2020 Bid Opening 4/3/2020 Assessment Hearing, Award Contract 4/13/2020 Adopt Revised Assessment Roll 4/27/2020 Begin Construction May/June 2020 Assessments Certified to Ramsey County November 2020 Complete Construction October 2020 Attachments 1. Resolution Accepting Feasibility Study 2. Project Location Map 3. Feasibility Report Packet Page Number 159 of 452 J2, Attachment 1 RESOLUTION ACCEPTING FEASIBILITY STUDY, AUTHORIZING PREPARATION OF PLANS AND SPECIFICATIONS, AND CALLING FOR PUBLIC HEARING WHEREAS, pursuant to a resolution of the council adopted June 24th, 2019, a report has been prepared by the City Engineering Division with reference to the improvement of Dennis -McClelland Area Street Improvements, City Project 19-10, and this report was received by the council on January 13th, 2020. WHEREAS, the report provides information regarding whether the proposed project is necessary, cost-effective, and feasible, NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF MAPLEWOOD, MINNESOTA: 1. The City Council will consider the Dennis -McClelland Area Street Improvements, City Project 19-10, in accordance with the report and the assessment of abutting property for all or a portion of the cost of the improvement pursuant to Minnesota Statutes, Chapter 429 at an estimated total cost of $8,388,000. 2. The City Engineer or his designee is the designated engineer for this improvement project and is hereby directed to prepare final plans and specifications for the making of said improvement. 3. The Finance Director is hereby authorized to make the financial transfers necessary for the preparation of plans and specifications. A proposed budget of $8,388,000 shall be established. The proposed financing plan is as follows: Estimated Project Cost Recovery Funding Source Total Amount % of Total G.O. Improvement Bonds $2,421,500 29% Special Benefit Assessments $1,312,000 16% Sanitary Sewer Fund $402,500 4% Environmental Utility Fund $1,813,000 22% Saint Paul Regional Water Services $2,188,000 26% W.A.C. Fund $251,000 3% Total Estimated Project Funding: $8,388,000 100% 4. A public hearing shall be held on such proposed improvement on the 10th day of February, 2020 at the Maplewood City Hall Council Chambers at 7:00 p.m., and the clerk shall give mailed and published notice of such hearing and improvement as required bylaw. Approved this 13th day of January, 2020 Packet Page Number 160 of 452 J2, Attachment 2 �r 11 -L S �CEE 225 Q 229 2N VVV � 01 230 Q 221 224 _ 220 N 04 HUDSON r,cnN - �t K SUE CRE ARK R g C0ONAU P Afton Heights Park 1+1 1, 9z 0\,�4IEWpR__ /CrPPk � PROPOSED STREET IMPROVEMENT NO SCALE Dennis -McClelland Area Street Improvements Project Location Map City Project 19-10 Packet Page Number 161 of 452 DR. U' 0 z Q U J J Cf) J �� J Q ~ J Q Z W J p w o z _ Q cn U0 � Q LZLJ U � PROPOSED STREET IMPROVEMENT NO SCALE Dennis -McClelland Area Street Improvements Project Location Map City Project 19-10 Packet Page Number 161 of 452 J2, Attachment 3 Maplewood Feasibility Report Dennis -McClelland Area Street Improvements City Project, 19-10 Dennis Lane, Farrell Street, Ferndale Street, James Drive, Mayer Lane, Mayhill Road, McClelland Street, O'Day Street, Sterling Street. City of Maplewood Public Works Department 1902 County Road B East Maplewood, MN 55109 Packet Page Number 162 of 452 1 hereby certify that this report was prepared by me or under my direct supervision and that 1 am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signature: Jonathon E. Jarosch, P.E. Date: 1/7/2020 License No. 49105 Document Prepared by: Tyler M. Strong, E. 1. T. Office 651-249-2400 Fax 651-249-2409 www.maplewoodmn.gov TABLE OF CONTENTS Table of Contents J2, Attachment 3 EXECUTIVE SUMMARY.................................................................................................. iv ProjectSummary.......................................................................................................... iv ProjectCost...................................................................................................................v ProposedFinancing.......................................................................................................v Schedule....................................................................................................................... vi 1.0 INTRODUCTION.................................................................................................... 1 1.1 General................................................................................................................... 1 1.2 Property History...................................................................................................... 1 1.3 Resident Correspondence...................................................................................... 2 2.0 EXISTING CONDITIONS........................................................................................... 3 2.1 Street History.......................................................................................................... 3 2.2 Pavement Condition............................................................................................... 3 2.3 Geotechnical Summary.......................................................................................... 7 2.31 Soil Conditions.................................................................................................. 7 2.32 Existing Pavement and Geotechnical Conclusions ........................................... 7 2.4 Existing Curb.......................................................................................................... 8 2.5 Existing Utilities....................................................................................................... 9 2.51 Sanitary Sewer.................................................................................................. 9 2.52 Water Main........................................................................................................ 9 2.53 Storm Sewer and Drainage............................................................................... 9 2.6 Summary and Conclusions................................................................................... 10 3.0 PROPOSED IMPROVEMENTS............................................................................... 10 3.1 Living Streets — Street Widths, Sidewalks, and Geometrics................................. 10 3.2 Street Section....................................................................................................... 11 3.3 Concrete Curb and Gutter.................................................................................... 12 3.4 Storm Water Management.................................................................................... 12 3.5 Water main........................................................................................................... 12 3.6 Sanitary Sewer..................................................................................................... 12 City of Maplewood Public Works Department 1902 County Road B East Maplewood, MN 55109 Office 651-249-2400 Fax 651-249-2409 www.maplewoodmn.gov Packet Page Number 163 of 452 J2, Attachment 3 3.7 Lighting................................................................................................................. 13 3.8 Additional Project Improvements.......................................................................... 13 3.81 Upper Afton Road Sidewalk............................................................................ 13 3.82 Neighborhood Fog Seal.................................................................................. 13 3.83 Sanitary Sewer Lining..................................................................................... 13 4.0 MISCELLANEOUS PRIVATE UTILITIES................................................................. 14 5.0 EROSION CONTROL.............................................................................................. 14 6.0 TRAFFIC CONTROL................................................................................................ 14 7.0 PROJECT COST...................................................................................................... 15 8.0 COST RECOVERY.................................................................................................. 15 9.0 PROJECT SCHEDULE............................................................................................ 16 10.0 CONCLUSIONS AND RECOMMENDATION......................................................... 16 APPENDIXA.................................................................................................................. 18 City of Maplewood Public Works Department 1902 County Road B East Maplewood, MN 55109 Packet Page Number 164 of 452 Office 651-249-2400 Fax 651-249-2409 www.maplewoodmn.gov J2, Attachment 3 Dennis -McClelland Area Street Improvements City Project, 19-10 EXECUTIVE SUMMARY Dennis Lane, Farrell Street, Ferndale Street, James Drive, Mayer Lane, Mayhill Road, McClelland Street, O'Day Street, Sterling Street. Project Summary This feasibility report has been prepared for the Dennis -McClelland Area Street Improvement Project, City of Maplewood Project 19-10. The above referenced streets total approximately 2.04 miles in length. The neighborhood area is generally bounded by Battle Creek to the north, Afton Heights Park to the west, Upper Afton Road to the south and Century Avenue to the east. See attached project location map, Exhibit 1. This project is a part of the approved 2019 — 2023 Capital Improvement Plan (CIP). After review and approval from City Council, construction is proposed to begin in May/June of 2020. The proposed improvements include the following: 1) The full reconstruction of the majority of streets referenced above. Full reconstruction of these streets will include removal and replacement of the existing aggregate base and bituminous pavement. The street reconstruction will also include sub grade corrections consisting of replacing the sub grade fill material with a sand sub base, drain tile implementation, and a geo-textile fabric. 2) Concrete curb and gutter installation for the majority of streets. 3) Street layouts that reflect the City's "Living Streets" policy. These layouts include narrower street widths, sidewalks where feasible and the potential for new trees. 4) Installation of new storm sewer throughout the neighborhood to relieve current roadway drainage issues. 5) Evaluate and implement storm water best management practices as required to meet Ramsey -Washington Metro Watershed District and City of Maplewood requirements as well as the City's non -degradation and MS4 permit obligations. 6) Conduct repairs to the existing sanitary sewer system. The sanitary sewer system for the project area has a long history of root intrusion, groundwater infiltration, structural deficiencies, pipe sags and offset pipe joints. Review of the existing sanitary sewer system shows that spot repairs and relining of the main line/structures may be required in some areas. Included with this project is the lining of approximately 3,800 linear feet of sanitary sewer mainline in areas outside of the project limits. 7) Conduct watermain replacement and repairs in the area in conjunction with Saint Paul City of Maplewood Public Works Department Office 651-249-2400 1902 County Road B East Fax 651-249-2409 Maplewood, MN 55109 www.maplewoodmn.gov iv Packet Page Number 165 of 452 J2, Attachment 3 Regional Water Services' (SPRWS) capital improvement plan. SPRWS has identified approximately 10,000 linear feet of watermain replacement necessary within the project area. SPRWS is currently evaluating other water system repairs, replacements, and enhancements for items such as gate valves, hydrants, curb stops and other minor system components. 8) Installation of a sidewalk along the north side of Upper Afton Road from Century Avenue to Afton Heights Park. 9) The fog seal of past neighborhood improvement project streets. Project Cost The estimated costs for the proposed improvements are detailed below. These costs include a 10% construction cost contingency and a 12% allowance for geotechnical, legal, and fiscal expenses. Estimated Project Cost Summary Proposed Improvements Total Amount % of Total Street Improvements $3,733,500 44% Drainage Improvements $1,813,000 22% Sanitary Sewer Improvements $402,500 4% Water System Improvements $2,439,000 29% Total Estimated Project Cost: $8,388,000 100% Proposed Financing The improvements are proposed to be financed through a combination of Special Assessments to the benefiting properties, G.O. Improvement Bonds, the Environmental Utility Fund, Sanitary Sewer Fund and W.A.C. funds. A summary of the estimated financing for the proposed project is included on the following page. Estimated Project Cost Recovery Funding Source Total Amount % of Total G.O. Improvement Bonds $2,421,500 29% Special Benefit Assessments $1,312,000 16% Sanitary Sewer Fund $402,500 4% Environmental Utility Fund $1,813,000 22% Saint Paul Regional Water Services $2,188,000 26% W.A.C. Fund $251,000 3% Total Estimated Project Funding: $8,388,000 100% City of Maplewood Public Works Department 1902 County Road B East Maplewood, MN 55109 Packet Page Number 166 of 452 v Office 651-249-2400 Fax 651-249-2409 www.maplewoodmn.gov J2, Attachment 3 Schedule The following is a tentative schedule for City project 19-10 should it be determined to proceed with the project: Project Milestone Date Accept Feasibility Study, Order Public Hearing, Authorize Preparation of Plans & Specifications 1/13/2020 Public Hearing & Order Improvement 2/10/2020 Approve Plans and Specifications, Authorize Advertisement for Bids, Authorize Preparation of Assessment Roll 2/24/2020 Accept Assessment Roll & Order Assessment Hearings 3/9/2020 Bid Opening 4/3/2020 Assessment Hearing, Award Contract 4/13/2020 Adopt Revised Assessment Roll 4/27/2020 Begin Construction May/June 2020 Assessments Certified to Ramsey County November 2020 Complete Construction October 2020 City of Maplewood Public Works Department 1902 County Road B East Maplewood, MN 55109 Office 651-249-2400 Fax 651-249-2409 www.maplewoodmn.gov vl Packet Page Number 167 of 452 J2, Attachment 3 Feasibility Report Dennis -McClelland Area Street Improvements City Project, 19-10 Dennis Lane, Farrell Street, Ferndale Street, James Drive, Mayer Lane, Mayhill Road, McClelland Street, O'Day Street, Sterling Street. 1.01NTRODUCTION 1.1 General The Dennis -McClelland Area Street Improvement Project is scheduled for street and utility construction in 2020 according to the City of Maplewood Capital Improvement Plan (CIP). On June 24th, 2019 the City Council ordered the preparation of the feasibility study. The existing streets and aging utility infrastructure in the neighborhood present an ongoing maintenance problem for the City of Maplewood Street and Utility Departments. Of the infrastructure elements the city maintains (sanitary sewer, storm sewer, and streets) the bulk of the maintenance activities consist of patching the roadway, filling potholes, cleaning tree roots from the sanitary sewer system, and maintaining the failing storm sewer system. During significant rainfall events this neighborhood experiences drainage issues due to lack of an adequate storm sewer system throughout the neighborhood. Saint Paul Regional Water Services has noted that the water distribution system in this neighborhood is aging and presents a significant maintenance problem for the future. A full reconstruction of the subject neighborhood streets, including drainage and utility improvements, is proposed. All streets scheduled for reconstruction in this report are local City of Maplewood streets and serve mainly local neighborhood traffic. Garbage trucks and school buses are generally the heaviest vehicles using streets within the project area. Staff is proposing the following work also be completed as part of the neighborhood improvement project: • Construct approximately 2,300 linear feet of 5 -foot wide concrete sidewalk along the north side of Upper Afton Road and enhance pedestrian crossings on Upper Afton Road. There is an existing walkway on the south side of Upper Afton Road. • Fog seal streets within past improvement project areas. • Sanitary sewer relining of mainlines noted with deficiencies or groundwater infiltration (W). Including these improvements with the neighborhood project reduces total costs (due to economies of scale) when compared to bidding these items as standalone projects. 1.2 Property History The referenced streets are referred to in this report as the Dennis -McClelland Area Streets. The neighborhood area is generally bounded by Battle Creek to the north, Afton Heights Park to the west, Upper Afton Road to the south and Century Avenue to the east. Packet Page Number 168 of 452 J2, Attachment 3 The neighborhood is comprised of residential platted properties. They are listed as follows: 1) Progress Realty Addition — Platted in 1973 2) James Fifth Addition — Platted in 1955 3) Marvin H. Anderson's 1St Addition — Platted in 1965 1.3 Resident Correspondence The feasibility report was ordered to be prepared at the June 24th, 2019 City Council meeting. Subsequently a letter was mailed to the residents on June 281h, 2019 to provide information on the council's action and to notify them preliminary engineering activities, such as soil borings and a topographic survey, would begin within the neighborhood during the fall of 2019. Staff mailed initial informational packets to impacted residents on October 141h, 2019. The packet informs and requests input from the resident about a number of topics including street construction frequently asked questions (FAQ), resident questionnaire, rainwater garden brochure and an informational assessment handout. Staff held the first informational neighborhood meeting on November 6th, 2019 at the Maplewood Community Center. The meeting included a presentation, question and answer session, neighborhood brainstorming session, and one-on-one conversations with city staff. Items discussed at this meeting included the public improvement process, construction process, existing conditions within the project area, proposed improvements, assessment information, and an estimated project timeline. Staff mailed out the invitation to 207 property owners who would be assessed as a part of the construction project. Approximately 50 residents attended the meeting. The majority of the conversation revolved around the potential for sidewalk on the north side of Upper Afton Road, current pavement conditions, future parking concerns with the proposed restriction to limit parking to one side of the street, the construction process and how it will impact local residents, and neighborhood drainage issues. The majority of residents in attendance were in favor of the project in general. Other items noted by residents at the neighborhood meeting included the need for additional street lighting, desire for traffic calming measures, and additional information on rain water gardens. Following the first neighborhood meeting, Staff reviewed the City's Comprehensive Plan, Parks Master Plan, and Living Streets policy to see what additional guidance these documents could provide for sidewalks and trails in the project area. Staff have mapped the location of existing sidewalks and trails in the region along with those being proposed for the future. After considering all of this information, along with the feedback heard from residents, staff have created a preliminary sidewalk layout map shown in Exhibit 2. Staff also received a petition that was signed by area residents in regards to their concerns over the potential for any road narrowing or parking restrictions. The petition requests that the road width be kept the same as it is today and that parking be allowed on both sides of the streets. Additional neighborhood meetings and stakeholder correspondence are planned throughout the public improvement process to continue conversations with area residents and to ensure that everyone affected by the potential project is well informed and has had multiple chances to provide input on the project. 2 Packet Page Number 169 of 452 J2, Attachment 3 2.0 EXISTING CONDITIONS 2.1 Street History The streets included in the Dennis -McClelland street improvement project are local streets providing a conveyance between neighborhood properties and higher volume streets such as Upper Afton Road, Century Avenue and McKnight Road. The project streets typically carry traffic volumes less than 1,000 vehicles per day and have speed limits of 30 mph. The majority of the project streets were originally constructed in the 1950's and 1960's as water and sewer service was extended to the area. Due to this construction timeframe and materials used, the existing water main and sanitary main are in need of repairs or replacement. Widths of existing streets vary slightly and are somewhat irregular with respect to their lengths. Table A summarizes the average widths of all existing streets within the scope of this study. The averages are based on new topographic data taken in 2017 and random measurements along each street length. Please note the existing widths are based on a face -of -curb to face -of -curb measurement. 2.2 Pavement Condition The streets associated with this project have a combined length of approximately 2.04 miles. The Pavement Condition Index (PCI) method was used to determine the condition of the Dennis - McClelland neighborhood roads compared to others within Maplewood. The PCI rating is based on a visual survey of the pavement and is a number between 0 and 100 indicating the condition of a roadway, with 0 being the worst possible pavement condition and 100 being the best possible condition (i.e. a new road). The PCI method was developed by the United States Army Corps of Engineers and is widely used in transportation civil engineering. It is the City's general goal to have 75 -percent of local streets at a rating of 70 or above. According to the pavement condition survey the streets have a weighted average PCI rating of 36. A summary of the street segments and their corresponding PCI ratings are shown in Table B. 3 Packet Page Number 170 of 452 Table A: Existing Street Widths Dennis -McClelland Area Street Improvements Street From/To Average Width (ft) Dennis Lane Upper Afton Road/Mayer Lane 30 Farrell Street Upper Afton Road/Mayer Lane 30 Ferndale Street Upper Afton Road/Mayer Lane 30 James Drive Sterling Street/O'Day Street 30 Mayer Lane Sterling Street/Mayhill Road 29 Mayhill Road Upper Afton Road/Mayer Lane 30 McClelland Street Upper Afton Road/Mayer Lane 28 O'Day Street Upper Afton Road/Mayer Lane 30 Sterling Street Upper Afton Road/Cul-De-Sac 29 Sterling Street Mayer Lane/Dead End 24 2.2 Pavement Condition The streets associated with this project have a combined length of approximately 2.04 miles. The Pavement Condition Index (PCI) method was used to determine the condition of the Dennis - McClelland neighborhood roads compared to others within Maplewood. The PCI rating is based on a visual survey of the pavement and is a number between 0 and 100 indicating the condition of a roadway, with 0 being the worst possible pavement condition and 100 being the best possible condition (i.e. a new road). The PCI method was developed by the United States Army Corps of Engineers and is widely used in transportation civil engineering. It is the City's general goal to have 75 -percent of local streets at a rating of 70 or above. According to the pavement condition survey the streets have a weighted average PCI rating of 36. A summary of the street segments and their corresponding PCI ratings are shown in Table B. 3 Packet Page Number 170 of 452 J2, Attachment 3 The existing neighborhood streets have failures including, but not limited to, transverse and edge cracking, medium to high severity patching, fatigue (alligator) and block cracking, and potholes. A number of areas within the street section have water pooling in them as well. These puddles ice over in the winter and expand/contract causing a higher level of deterioration within the street pavement. Figures 1 & 2 on the following pages display pictures of the level of pavement deterioration in this neighborhood. Overall, the pictures provide an accurate representation of the current state of street disrepair throughout this neighborhood. 4 Packet Page Number 171 of 452 Table B: Pavement Condition Index (PCI) Dennis McClelland Area Street Improvements Street From/To Miles 2017 PCI Dennis Lane Upper Afton Road/Mayer Lane 0.22 37 Farrell Street Upper Afton Road/Mayer Lane 0.22 33 Ferndale Street Upper Afton Road/Mayer Lane 0.22 32 James Drive Sterling Street/O'Day Street 0.09 46 Mayer Lane Dennis Lane/Farrell Street 0.06 44 Mayer Lane Sterling Street/O'Day Street 0.09 52 Mayer Lane O'Day Street/McClelland Street 0.06 26 Mayer Lane McClelland Street/Ferndale Street 0.06 27 Mayer Lane Ferndale Street/Dennis Lane 0.06 27 Mayer Lane Farrell Street/Mayhill Road 0.09 31 Mayhill Road Upper Afton Road/Mayer Lane 0.20 21 McClelland Street Upper Afton Road/Mayer Lane 0.23 35 O'Day Street James Drive/Mayer Lane 0.06 37 O'Day Street Upper Afton Road/Mayer Lane 0.16 39 Sterling Street Upper Afton Road/Dead End 0.11 48 Sterling Street Dead End/James Drive 0.03 56 Sterling Street James Drive/Mayer Lane 0.03 51 Total Length (Miles) = 2.04 Weighted Average 2017 PCI = 36 The existing neighborhood streets have failures including, but not limited to, transverse and edge cracking, medium to high severity patching, fatigue (alligator) and block cracking, and potholes. A number of areas within the street section have water pooling in them as well. These puddles ice over in the winter and expand/contract causing a higher level of deterioration within the street pavement. Figures 1 & 2 on the following pages display pictures of the level of pavement deterioration in this neighborhood. Overall, the pictures provide an accurate representation of the current state of street disrepair throughout this neighborhood. 4 Packet Page Number 171 of 452 J2, Attachment 3 Dennis Street Gmrrcll C4rcc4 FIGURE 1: Photos of Pavement Deterioration in the Dennis -McClelland Neighborhood 5 Packet Page Number 172 of 452 " FIGURE 1: Photos of Pavement Deterioration in the Dennis -McClelland Neighborhood 5 Packet Page Number 172 of 452 J2, Attachment 3 O'Day Street Mayer Lane FIGURE 2. Photos of Pavement Deterioration in the Dennis -McClelland Neighborhood Packet Page Number 173 of 452 J2, Attachment 3 2.3 Geotechnical Summary Northern Technologies LLC (NTI) was hired to prepare a Geotechnical Engineering Report to determine the existing road composition. This included pavement thickness, aggregate base thickness, and subgrade soil type(s). Thirty-two soil borings were taken on area streets. Exhibit 3 details the geotechnical findings for this project. 2.31 Soil Conditions A variety of soil conditions were encountered throughout the project area. Existing bituminous thicknesses varied from 3 to 8 inches. The streets in the project area were originally constructed in the 1950's and 1960's. Beneath the pavement section, an aggregate base layer varying from 2 to 7 inches was encountered. Fill material underlying the aggregate base generally consisted of poorly graded sand, poorly graded sand with silt, sandy clay, lean clay, or silty sands. Sub -grade soils mostly consisted of silty or clayey sands. These materials are generally suitable for pavement support when accompanied with an engineered aggregate base and drainage layer. Areas of clays were noted frequently in pockets throughout the project area as well. These materials are generally not suitable for pavement support and are extremely susceptible to frost heaves. Groundwater was observed in 5 of the 32 borings with effective depths ranging from 9' to 14' below the ground surface. In areas where ground water levels are high, additional measures for drainage & construction must be taken into consideration. Infiltration rates will generally be low within the project area. Given the silty sands, pockets of clay and high groundwater table in areas; the streets will need draintile to ensure drawdown of groundwater within the streets supporting layers. 2.32 Existing Pavement and Geotechnical Conclusions There is a high level of surface cracking along with a large amount of patches and potholes on the existing streets. Staff believes there are several issues at work relative to the current state of the pavement: • Streets with inadequate crown allow water to pond in small depressions and scour the pavement surface. As the street ages, depressions in the pavement trap water, subjecting the pavement to freeze -thaw pop -outs and edge cracking. This deterioration eventually forms potholes over time. • The silts and clays found throughout the project area are poorly draining and frost susceptible under certain conditions, this can cause freeze -thaw damage within the roadway over time. • The pavement on most streets was originally installed in the 1960's and is approaching 60 years of age. The pavement has reached the end of its useful life. • The streets in the Dennis -McClelland neighborhood have deteriorated to the point at which routine maintenance is no longer cost-effective. Correcting the drainage problems on the streets, as well as constructing a new pavement section to the most current standards, allows for a high-quality, long-lasting product, which is considered 7 Packet Page Number 174 of 452 J2, Attachment 3 critical to the performance of any road cross-section and the City's roadway infrastructure. 2.4 Existing Curb The majority of the project streets do not have concrete curb and gutter. The absence of concrete curb and gutter forces storm water to flow along the edge of the existing pavement and boulevard edges which often results in the following: • Deterioration and erosion of boulevard edges. • Pooling of water that may spread into the drive lanes and driveway entrances. • Deterioration of bituminous roadway pavement edges which leads to a weakened edge support and poor drainage conveyance. • Deterioration of driveway ends due to freeze -thaw weakening of the pavement. • Improper containment of vehicles and plows within the roadway section. • Difficulty in implementing future maintenance treatments. Sterling Street between the cul-de-sac and Upper Afton Road is the only street in the project area with existing concrete curb and gutter as seen in Figure 3 below. Overall, the curb is in relatively good condition with only a few sections needing replacement. Utilities within this street section are in good condition as well and are not in need of replacement at this time. It is recommended the concrete curb and gutter be salvaged on this section of Sterling Street. 8 Packet Page Number 175 of 452 J2, Attachment 3 2.5 Existing Utilities The following is a summary of the utility history for the project area 2.51 Sanitary Sewer The project lies within sanitary sewer district 45. District 45 services the entire project area and discharges north into the Metropolitan Council sewer interceptor which runs along Battle Creek. The waste water ultimately discharges into the Metropolitan Council's system along McKnight Road. The majority of the sanitary sewer in the project area was installed in1959 as part of the "James Fifth Addition" and "Marvin H. Anderson's 1St Addition" plats. These sewer mains consist of mostly 8 -inch Vitrified Clay Pipe (VCP). During the sanitary sewer main inspection, the Public Works crews noted a number of severely cracked pipes, pipe sags, offset joints, root intrusion and groundwater infiltration into the sanitary sewer mainline within the project area. During the design phase of the project, staff will determine which deficiencies need to be replaced or repaired. R&I10A► 11FIXT18", The water main system for the Dennis -McClelland neighborhood is owned and maintained by Saint Paul Regional Water Services (SPRWS). The majority of the water main in the project area was installed in 1959 as part of the "James Fifth Addition" and "Marvin H. Anderson's 1St Addition" plats. Pipe material present is 6" Cast -iron -pipe (CIP). Currently, SPRWS has identified approximately 10,000 linear feet of cast iron water main requiring removal and replacement in the project area. As cast iron pipe ages it becomes brittle and more susceptible to water main breaks. They are recommending replacement of the current water main system due to this issue. 2.53 Storm Sewer and Drainage The Dennis -McClelland Area Street Improvement project lies within the Ramsey -Washington Metro Watershed District (RWMWD). As seen in Exhibit 5, the project area contributes runoff to the Battle Creek sub -watershed. The drainage from Dennis Lane, Farrell Street, Ferndale Street, James Drive, Mayer Lane, Mayhill Road, McClelland Street, O'Day Street and Sterling Street ultimately is conveyed to Battle Creek which is north of Mayer Lane. This system then flows into Pig's Eye Lake to the west and ultimately discharges into the Mississippi River. On September 9t", 2019 City Council ordered a drainage study be initiated for the Dennis - McClelland Area Street Improvements, Project 19-10. The drainage study was necessary due to the significant difference in elevation from the neighborhood's discharge point(s) to Battle Creek which lies just to the north of the neighborhood. The difference in elevation will make the improvements to the storm sewer system challenging, thus a drainage study was completed as a part of the feasibility study. Generally, surface drainage is channeled into the street, relying on the curb and gutter to keep the drainage impounded within the street section. During larger storm events, current inlet and pipe capacity is not great enough on many of these streets, thus flooding the street & some yards for a period of time. Erosion of pavement edges and icing of the streets due to absence of a storm sewer system and lack of concrete curb is also of concern. Staff has received numerous complaints from residents in the past about poor drainage and road edges within the project streets. 9 Packet Page Number 176 of 452 J2, Attachment 3 2.6 Summary and Conclusions The streets within the proposed neighborhood improvement area have deteriorated to the point where reactionary and preventative maintenance is no longer effective. Given the amount of patching, cracking and ongoing drainage issues; surface treatments such as seal coating or overlaying are not effective long-term, nor are they cost-effective solutions for maintaining these streets. Upgrades to the existing utilities are necessary to maintain acceptable level of utility service and to protect the streets from future utility cuts due to spot repairs. Upgrades to the existing neighborhood drainage system are required to properly manage storm water drainage from the roadway and to provide treatment prior to off-site discharge. To reduce long-term maintenance costs, reduce the intensity/frequency of future pavement rehabilitation projects and increase the level of service of the infrastructure in the neighborhood, it is recommended that all streets undergo full reconstruction and utility upgrades as necessary. 3.0 PROPOSED IMPROVEMENTS 3.1 Living Streets — Street Widths, Sidewalks, and Geometrics The City of Maplewood adopted a Living Streets Policy in January of 2013. The high level goals of the policy include the following: • Encourage people to travel by walking or bicycling • Enhance the safety and security of streets • Maximize the infiltration of stormwater before off-site discharge • Improve the quality of stormwater runoff • Enhance the urban forest • Reduce life cycle costs • Create aesthetically appealing neighborhoods Overall, the policy promotes narrower streets, sidewalks and bike lanes, boulevard rainwater gardens, and additional boulevard trees. Standard design templates were included as part of the policy. The original concepts for the Dennis -McClelland area project streetscape includes two streetscapes from the living streets examples; "Local Street — Option 1" as depicted in Exhibit 6 and "Local Street — Option 3" as depicted in Exhibit 7. Dennis Lane, Farrell Street, Ferndale Street, James Drive, Mayer Lane, Mayhill Road, McClelland Street and O'Day Street are proposed to include a streetscape similar to Local Street -- Option 3. Sterling Street from James Drive to Mayer Lane is proposed to include a streetscape similar to Local Street — Option 1. Both of these initial concepts were discussed with residents during the first neighborhood meeting. Table C shown below summarizes the existing and proposed street widths throughout the neighborhood. 10 Packet Page Number 177 of 452 J2, Attachment 3 Table C: Proposed Street Widths Dennis -McClelland Area Street Improvements Street From/To Existing Street Width (ft) * Proposed Street Width (ft) Dennis Lane Upper Afton Road/Mayer Lane 30.2 30.33 Farrell Street Upper Afton Road/Mayer Lane 30.3 30.33 Ferndale Street Upper Afton Road/Mayer Lane 29.9 30.33 James Drive Sterling Street/O'Day Street 30 30.33 Mayer Lane Sterling Street/Mayhill Road 29.5 30.33 Mayhill Road Upper Afton Road/Mayer Lane 30.3 30.33 McClelland Street Upper Afton Road/Mayer Lane 29.3 30.33 O'Day Street Upper Afton Road/Mayer Lane 30.4 30.33 Sterling Street Upper Afton Road/Cul-De-Sac 33.33 33.33 Sterling Street Mayer Lane/Dead End 24.8 25.33 *Average existing street width including bituminous curb where present. **Overall proposed street width from back of curb to back of curb. A 28 -foot street width (measured from face of curb to face of curb) is typically utilized on neighborhood streets. This street width has proven to be adequately wide to accommodate traffic, vehicles parked on one side of the street, and local pedestrians and bicyclists. This width also slightly reduces the amount of impervious surfaces, reducing runoff to area water bodies (Battle Creek) and pavement that needs to be maintained in the future. A number of residents at the neighborhood meeting noted their concerns over this slight reduction in street width (30 -foot existing average width to proposed 29.33 back to back). A petition was also received, citing concerns over the proposed street narrowing and parking restrictions. Taking this feedback into consideration, staff reviewed the Living Street's Policy and sought to find a balance between the goals of the policy and the feedback from area residents, utilizing the flexibility provided within the policy. Following this review, staff settled on a slightly unconventional 29 -foot face of curb to face of curb street width. This results in an overall street width of 30.33 feet once the curb width is accounted for. Utilizing this width keeps the overall street width very close to the existing width as requested by residents, while resulting in only a slight increase in impervious surfaces. 3.2 Street Section Staff is recommending upgrading the existing road sections to a city standard street section of 3-1/2 inches of bituminous pavement over 8 inches of aggregate base throughout the project area. Since the majority of the subgrade soils within the project area are moderately frost -susceptible, staff is recommending a 24 -inch select granular borrow sub -base with underlying geo-textile fabric. In addition to the upgraded street sections, installing drain tile at all low points and catch basin locations is recommended to promote subsurface drainage, minimizing frost heaving action on new pavements. Based on past projects and generalized soils strata descriptions, this study assumed the standard street section for the anticipated future traffic loads. The standard street section, along with a sand sub -base, was used for calculating the estimated project cost. Staff will include the option of reclaiming the existing bituminous pavement to a certain depth in lieu of pavement removal. The reclaim material, subject to engineering specifications and testing, may be suitable for aggregate base, pipe bedding, or temporary roadway stabilization. If a contractor 11 Packet Page Number 178 of 452 J2, Attachment 3 chooses to reclaim the roadways, they would need a plan for temporarily storing the material and keeping it free of undesirable debris. The option of importing aggregate material in lieu of using the reclaim material is included in the cost estimate as well. 3.3 Concrete Curb and Gutter Staff recommends using B618 barrier concrete curb and gutter, shown as Design B on Exhibit 4, for the streets on this project. The B618 design provides the following benefits: 1) Provides a defined area for storm water to flow without long-term damage to the bituminous roadway or causing erosion on neighboring property sod. 2) Provides edge support and backing to street pavements. 3) Establishes a definite limit to vehicle encroachment onto the boulevard areas, minimizing rutting of grass areas and reducing the probability of vehicles sliding off the roadway under unfavorable road surface and weather conditions. 4) Protects the grass boulevard areas and mailboxes from damage by snowplows. 5) Curb knockdowns at driveways provide clear identification of the driveways and limits blockage of driveways by vehicles parking on the street. 6) Smoother ride for a vehicle entering its driveway when compared to D -style curb. 7) Less chance of a vehicle scraping its bottom with a properly installed driveway opening compared to accessing a driveway with D -style curb. 3.4 Storm Water Management Staff recommends installing new storm sewer throughout the neighborhood with the intent to correct ongoing drainage issues in the area. Additional storm sewer inlets are proposed to be extended throughout the project to reduce the amount of built-up runoff on the street. Sediment traps, such as sump -manholes, will be added upstream of all discharge points into filtration basins, raingardens, or Battle Creek. Best Management Practices (BMP's) such as bio -filtration basins (raingardens with an underdrain) and underground filtration cells are proposed to improve the water quality, reduce volume and control the rate of storm water runoff in the area. These BMP's will be designed to meet RWMWD requirements, as well as City of Maplewood requirements. 3.5 Water main At this time, Saint Paul Regional Water Services (SPRWS) has identified approximately 10,000 lineal feet of water main which needs to be removed and replaced. The watermain work would be done under the proposed project contract and the cost associated with this work would be reimbursed to the city by SPRWS. Maplewood will only be responsible for water system expenses that are directly the result of the street construction 3.6 Sanitary Sewer Information included in the report is based on televising and manhole inspection performed by the City's sanitary sewer division. Within the project area, a number of spot repairs to the mainline are needed, along with the lining of portions of the mainline and replacement of deteriorated sanitary sewer castings, lids, and rings. These improvements have been included in the estimate in this report. Additionally, this project includes the lining of approximately 3,800 lineal feet of sanitary sewer mainline throughout the City. The existing sanitary sewer mainline in these areas have a history of pipe settlement, groundwater infiltration, root intrusion and cracked pipe. The lining of 12 Packet Page Number 179 of 452 J2, Attachment 3 these sections of mainline will decrease the need for regular cleaning, reduce groundwater infiltration and inflows into the sanitary sewer system and structurally support deteriorating pipe. Reducing infiltration and inflows into the sanitary sewer system reduces the amount of groundwater conveyed to the Metropolitan Council Wastewater treatment plant, a top priority of the City and Metropolitan Council. Residents were asked, as part of the survey questionnaire, if they have experienced any sanitary sewer service problems. Residents who provided information on sewer problems will be contacted to determine if there is pipe damage or blockage and where that problem lies with respect to the road right-of-way. Any damaged sanitary sewer main and services within the road right-of-way will be repaired as part of the street reconstruction. This work would be performed as part of the overall project with repair costs recovered by the sewer utility fund. Staff have estimated based on past projects and interest in this sewer service program the amount of anticipated sewer service repairs. 3.7 Lighting At neighborhood meeting #1, property owners in attendance indicated a desire for additional street lighting in the neighborhood. Staff will review the street lighting on the project streets as the project moves into the design phase. It should be noted that street lights are installed for navigational and traffic safety purposes only. They are not directly installed for security purposes. If residents are interested in lighting beyond those necessary for adequate street lighting, they can be requested and installed through Xcel Energy, however there would be a cost to those residents. Staff is always willing to assist residents in coordinating these requests. 3.8 Additional Proiect Imarovements 3.81 Upper Afton Road Sidewalk As a part of the Dennis -McClelland Area Street Improvement project a new concrete sidewalk is proposed to be installed on the north side of Upper Afton Road from Century Avenue to Afton Heights Park. The new sidewalk will provide a new off-street connection for residents in the Dennis - McClelland neighborhood to nearby regional features such as Battle Creek Regional Park, Afton Heights Park and Carver Elementary. To improve the safety of pedestrians it is proposed to eliminate 4 of the 7 existing crossings on Upper Afton Road and enhance the remaining 3 crossings to alert traveling vehicles of an upcoming pedestrian crossing. See Exhibit 2 for a layout map of the proposed sidewalk improvements. 3.82 Neighborhood Fop Seal To extend the life of the bituminous pavement in neighborhoods that have previously been reconstructed, it is proposed that a fog seal be applied to those existing streets. As part of this project, past improvements projects will be reviewed to determine which area will benefit the most from a fog seal. An estimated cost of $30,000 for a neighborhood fog seal project is included in the cost estimate for this feasibility report. A fog seal helps extend the useful life of the pavement by replenishing oils in the upper layer of the pavement. This seals micro -cracks in the surface, which prevents water intrusion, along with restoring flexibility to the pavement. 3.83 Sanitary Sewer Lining To extend the life of the sanitary sewer system in areas noted for cracks or groundwater intrusion, it is proposed that a sewer lining be applied to these existing sewer mains. As part of this project, the sanitary sewer system throughout the City will be reviewed to determine which area will benefit the most from sewer lining. A length of 3,800 linear feet of sanitary sewer lining is included in the cost 13 Packet Page Number 180 of 452 J2, Attachment 3 estimate for this feasibility report. Sewer lining helps increase the design life of sewer pipes by impregnating the sewer pipes with an epoxy resin. The resin provides the following benefits; corrosive deterioration mitigation, increased pipe bearing strength, prevents root intrusion/infiltration, prevents groundwater intrusion, repairs settled joints and reduces long term maintenance costs. 4.0 MISCELLANEOUS PRIVATE UTILITIES Private utility companies have been notified of the potential project. Xcel Energy typically upgrades the gas mains in project areas during the reconstruction of the streets. Meetings will be held with all utility providers in the project area after the design process begins in order to identify utility conflicts and plan for utility relocation or upgrades as needed. 5.0 EROSION CONTROL As part of the project plans and specifications, staff are required to prepare a storm water pollution prevention plan (SWPPP) for the purposes of enforcing erosion and sediment control rules. The SWPPP will include erosion and sediment control methods that will be implemented throughout the project. Silt fence, bio -rolls, erosion control blanket, and other best management practices (BMP's) will be utilized where direct runoff might occur. Inlet protection will be used to protect both the existing and new catch basins during construction. Street sweeping will occur, as needed, on all paved street surfaces throughout the project, including intersecting streets. Watering of exposed soils and aggregate material would be done as a dust -control measure. An erosion and sediment control plan sheet and storm water pollution prevention plan will be created during the design phase of this project. Turf establishment in areas of soil disturbance will be required such as placing seed and erosion control blanket. After street and utility work is completed, sod or seed will be placed as the permanent turf establishment in all disturbed areas. The City in coordination with the watershed district will closely monitor all erosion and sediment control measures throughout the construction process. The selected contractor will be required to install all preventative measures and maintain them as required by the City, Ramsey -Washington Metro Watershed District, MPCA, and other regulatory agencies. 6.0 TRAFFIC CONTROL Traffic from outside the neighborhoods should not be greatly impacted by the construction project. A construction project of this magnitude will result in some inconvenience and disruption to the neighborhood and its residents. Signage will be installed noting that streets are for local traffic only. The project will maintain access to adjacent properties at all times and will coordinate with those property owners to make sure that access remains available when possible and disruptions are kept to a minimum. Emergency access for vehicles will be available 24 hours a day throughout the project. During short periods of time, however, some segments of the project may not be passable while certain work is being executed. In these instances, access would be available from another direction. Streets will be reopened at the end of the day. An alternate route for the emergency vehicles will be determined for short periods of time when access may be blocked due to construction. Residents with concrete curb work or concrete driveway apron replacements will not be able to use their driveways during the standard 7 day curing period. During that time Maplewood police will be notified in order to add patrols for security reasons while residents are required to park on the streets. 14 Packet Page Number 181 of 452 J2, Attachment 3 7.0 PROJECT COST The estimated costs for the proposed improvements are detailed below. These costs include a 10% construction cost contingency and a 12% allowance for geotechnical, legal, and fiscal expenses. Estimated Project Cost Summary Proposed Improvements Total Amount % of Total Street Improvements $3,733,500 44% Drainage Improvements $1,813,000 22% Sanitary Sewer Improvements $402,500 4% Water S stem Improvements $2,439,000 29% Total Estimated Project Cost: $8,388,000 100% Exhibit 8 provides a more detailed construction and project cost estimate breakdown. 8.0 COST RECOVERY An independent appraisal firm was hired to ascertain an opinion of special benefit received by properties within the neighborhood project area. This information will ultimately be utilized to set the special benefit assessment amounts for the project area. For the purposes of this report, the rates established in the City's Special assessment policy were utilized. There are a total of 207 assessable residential and multi -family parcels within the project area. Exhibit 9 details the preliminary assessment roll. Exhibit 10 shows the preliminary assessment map for the project. Based on the City of Maplewood's Pavement Management Policy, parcels are assessed on an equal "unit" basis. The City's current residential unit assessment rate for a full reconstruction project is $6,600. The City's current residential unit assessment rate for a pavement rehabilitation project is $3,450. However, per Minnesota State Statute 429, the assessment amount cannot be greater than the benefit received by the property from the improvement. Therefore, the final special benefit assessment amounts will be established after reviewing the appraisal report. Adjustments to the financing plan may be required following the receipt of the special benefits appraisal. For the purposes of this report and establishing a project financing plan, the preliminary assessment rates are as follows. • Residential o Full Reconstruction Rate = $6,600/Unit o Pavement Rehabilitation Rate = $3,450/Unit The improvements are proposed to be financed through a combination of special assessments to the benefiting properties, G.O. Improvement Bonds, the Environmental Utility Fund, the sanitary sewer fund, W.A.C. funds, and Saint Paul Regional Water Services. A summary of the estimated financing for the proposed project is included in the table below. 15 Packet Page Number 182 of 452 J2, Attachment 3 Estimated Project Cost Recovery Date Accept Feasibility Study, Order Public Hearing, Authorize Preparation of Plans & Specifications Funding Source Total Amount % of Total G.O. Improvement Bonds $2,421,500 29% Special Benefit Assessments $1,312,000 16% Sanitary Sewer Fund $402,500 4% Environmental Utility Fund $1,813,000 22% Saint Paul Regional Water Services $2,188,000 26% W.A.C. Fund 1 $251,000 1 3% Total Estimated Project Funding: $8,388,000 100% 9.0 PROJECT SCHEDULE The following schedule may be implemented, should it be determined to proceed with the project: Project Milestone Date Accept Feasibility Study, Order Public Hearing, Authorize Preparation of Plans & Specifications 1/13/2020 Public Hearing & Order Improvement 2/10/2020 Approve Plans and Specifications, Authorize Advertisement for Bids, Authorize Preparation of Assessment Roll 2/24/2020 Accept Assessment Roll & Order Assessment Hearings 3/9/2020 Bid Opening 4/3/2020 Assessment Hearing, Award Contract 4/13/2020 Adopt Revised Assessment Roll 4/27/2020 Begin Construction May/June 2020 Assessments Certified to Ramsey County November 2020 Complete Construction October 2020 10.0 CONCLUSIONS AND RECOMMENDATION From the results of the feasibility study and investigations, it can be concluded that: 1. The project is feasible as it relates to general engineering principles, practices and construction procedures as it has been presented in this report. 2. The project is necessary for economic and safety reasons 3. The project is cost effective when all the related costs are considered — environmental, maintenance, private, and public. 4. The proposed improvement is necessary to maintain the city's infrastructure. 5. The total cost estimate for the project is $8,388,000. 6. The total share proposed to be assessed to the benefited properties (subject to benefits appraisal) is $1,312,000. 7. The total City share of these costs is proposed to be $2,421,500 in G.O. Improvement Bonds. 16 Packet Page Number 183 of 452 J2, Attachment 3 8. The Sanitary Sewer and Environmental Utility fund are proposed to contribute $2,215,500 to the project. 9. The total share proposed for the WAC fund and SPRWS is $2,439,000. In consideration of these conclusions, it is recommended that: 1. If the City Council deems the project feasible, a public hearing should be held as soon as possible. 2. The proposed improvements should be constructed as outlined in this report. 3. The cost of the improvements will be recovered through assessments to the benefited properties or parcels and through city finances. 17 Packet Page Number 184 of 452 APPENDIX A EXHIBITS J2, Attachment 3 Packet Page Number 185 of 452 19 Attar.hmant 'I SM�r 11 -L MM 225 Q 229 2N VVV � 01 230 Q 221 224 _ 220 N 04 HUDSON �t AK -�uE R RE ARK g �GIONA� P Afton Heights Park 1+1 1, 9z 0\,�4IEWpR__ /CrPPk � PROPOSED STREET IMPROVEMENT NO SCALE Dennis -McClelland Area Street Improvements Project Location Map City Project 19-10 Packet Page Number 186 of 452 DR. U' 0 z U)J J Cn J �� J Q ~Q J Q Z W J p w o z _ Q cn U � 0 Q LZLJ U � PROPOSED STREET IMPROVEMENT NO SCALE Dennis -McClelland Area Street Improvements Project Location Map City Project 19-10 Packet Page Number 186 of 452 FEASIBILITY SIDEWALK LAYOUT EXISTING SIDEWALK/TRAIL PROPOSED SIDEWALK 2020 IMPROVEMENTS DEDICATED FUTURE PEDESTRIAN CROSSING ELIMINATE EXISTING PEDESTRIAN CROSSING o DESTINATION LOCATIONS w U\EW MR � � 6R00 DR gRaa�\Ew Battle Creek MAYER _ LN. MAYER LN. a y Afton JAMES DR. Battle Heights _ Creek Park > Regional 0 Q Park Q y TNR Battle Carver Creek Elementary Regional Park N D 0 s 3 m M w J2, Attachment 3 September 6, 2019 City of Maplewood Attention: Mr. Tyler Strong 1902 County Road B East Maplewood, Minnesota 55109 Subject: Geotechnical Exploration and Engineering Review Dennis -McClelland Area Street Improvements Maplewood, Minnesota NTI Project No. 19.MSP08745.000 Northern Technologies, LLC (NTI) has completed a total of thirty-two (32) soil borings for the project area located in the City of Maplewood, Minnesota. The project includes Mayer Lane, Sterling Street North, O'Day Street North, McClelland Street, Ferndale Street, Dennis Lane, Farrell Street, Mayhill Road, and two (2) empty lots located north of Mayer Lane. Our services were performed in accordance with our proposal dated July 15, 2019. Soil samples obtained at the site will be held for 60 days at which time they will be discarded. Please advise us in writing if you wish to have us retain them for a longer period. You will be assessed an additional fee if soil samples are retained beyond 60 days. We appreciate the opportunity to have been of service on this project. If there are any questions regarding the soils explored or our review and recommendations, please contact us at your convenience at (651) 389-4191. Northern Technologies, LLC Richard S. Jett, E.I.T. Staff Engineer Ryan M. Benson, P.E. Vice President Packet Page Number 188 of 452 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. Ryan M. Benson Date: 09/06/2019 Reg. No. 42724 J2, Attachment 3 I;14I8Tl08T�1r:111.0 WV Thirty-two (32) borings were performed for the project. The scope of services included determining existing bituminous and aggregate base thicknesses, groundwater levels, subsurface conditions, and providing recommendations for site preparation, excavations, engineered fill and compaction, depths of unsuitable soils to be removed, groundwater management, potential difficulties during construction, utility construction, pavement design, and estimated stormwater infiltration rates. PROJECT AND SITE DESCRIPTION The street improvements include removal or reclamation of existing bituminous streets and aggregate base, complete reconstruction of select streets, installation of new curb and gutter on select streets, installation of new storm drainage systems (including both above ground and below ground infiltration systems), utility line replacements and repairs (including watermain, storm sewer, and sanitary services), and boulevard and slope restoration. NTI was not aware of invert elevations or other design details of the proposed utilities at the time this report was prepared. NTI assumes the pavement sections are to be designed with a 20 -year design pavement life. It is our understanding that all of the streets included in this project are to be considered low-volume residential streets. NTI has assumed an Annual Average Daily Traffic (AADT) value 600 for these residential streets. SUBSURFACE EXPLORATION SUMMARY NTI performed the subsurface exploration program during the period of July 24through July 30, 2019 with two -person crews using a truck -mounted CME -55 drill rig. Samples were generally collected in accordance with ASTM D 1586 "Standard Test Method for Standard Penetration Testing (SPT) and Split - Barrel Sampling of Soils." The boring locations and depths were determined by a representative of the City of Maplewood and were marked in the field by NTI. The borings SB -1 through SB -30 terminated at depths of approximately 14.5 feet below the top of pavement. Borings SB -31 and SB -32 terminated at depths of approximately 14.5 feet below existing grade in the two (2) empty lots north of Mayer Lane. Due to soft / very loose soil conditions at the termination depth of Borings SB -21, SB -29, SB -30, and SB - 31, the borings were extended to depths ranging from approximately 17.0 and 25.5 feet below the top of pavement/existing grade. NTI located the borings relative to existing site features. The elevation at the top of pavement was assumed to be 100 feet. Please refer to the Boring Location Diagrams and the Boring Logs in Appendix C, and the Pavement Core Photographs in Appendix D. Packet Page Number 189 of 452 J2, Attachment 3 Sterling Street North, O'Day Street North, McClelland Street, Ferndale Street, Dennis Lane, Farrell Street, and Mayhill Road Areas (SB -1 through S13-22) Bituminous pavement thickness within these areas ranged from approximately 3.0 to 8.0 inches at the boring locations. Apparent aggregate base thickness ranged from approximately 2.0 to 7.0 inches. No apparent aggregate base was observed in Borings SB -3 and SB -4. Apparent previously -placed fill soils generally consisting of poorly graded sand (SP), poorly graded sand with silt (SP -SM), silty sand (SM), clayey sand (SC), sandy lean clay (CL), and sandy silt (ML) were encountered to depths ranging from approximately 1.5 to 9.0 feet below the top of pavement. Bituminous pieces were encountered in Borings SB -4 and SB -5. Native glacial deposit soils consisting of poorly graded sand (SP), poorly graded sand with silt (SP -SM), silty sand (SM), clayey sand (SC), silt to sandy silt (ML), and lean clay to sandy lean clay (CL) were observed extending to the boring termination depths. Groundwater was observed in five (5) of the boreholes (SB -10, SB -12 through SB -14, and SB -16) at the time of drilling. The groundwater depths ranged from approximately 9.0 to 14.3 feet below the top of pavement. The lack of observed groundwater in the remaining borings is likely due to the short duration for which the boreholes remained open combined with the low permeability of the on-site clay and silt laden soils. In addition, the on-site clay and silt laden soils have the potential to be somewhat impervious and conducive to the development of zones of perched water at varying elevations and locations across the project area. Please refer to the boring logs included in the appendices. Table 1 summarizes the encountered subsurface conditions for the Sterling Street North, O'Day Street North, McClelland Street, Ferndale Street, Dennis Lane, Farrell Street, and Mayhill Road Areas. Packet Page Number 190 of 452 J2, Attachment 3 Table 1: Pavement and Subgrade Summary' Sterling Street North, O'Day Street North, McClelland Street, Ferndale Street, Dennis Lane, Farrell Street, and Mayhill Road Areas Bituminous Apparent Pavement Aggregate Base Fill Subgrade Native Subgrade Boring No. Thicknessz (inches) Thickness' (inches) Material' Material SB -1 3.0 4.0 SM SM, SP -SM SB -2 3.5 6.0 SP SP -SM, SP, SM SB -3 7.0 None Observed SM ML, SM SB -4 4.5 None Observed SP -SM, SM SM, SP -SM SB -5 4.5 2.0 SM, SC SP -SM, SP SB -6 6.0 2.0 SP -SM SP -SM SB -7 4.0 3.0 SP -SM SM, SP -SM, SP SB -8 8.0 2.0 SP -SM SP SB -9 4.0 5.0 SP -SM SP SB -10 6.5 4.0 Sc SM, CL SB -11 5.5 4.0 SP -SM SP SB -12 4.5 5.0 SP, SP -SM SM, CL, ML SB -13 4.0 2.0 SM, SP -SM, ML, CL Cl, ML SB -14 5.0 4.0 SM, SC Sc, SP -SM, SM SB -15 4.5 5.0 SC CL, ML SB -16 3.0 7.0 SM, CL CL, SP -SM, ML SB -17 6.0 5.0 CL CL, ML SB -18 4.0 6.0 Sc CL, ML SB -19 4.5 6.0 SP -SM SP -SM, SC, CL SB -20 4.5 4.0 Sc CL, ML SB -21 4.0 5.0 ML CL, ML SB -22 4.0 7.0 CL ML, CL 1. Table summary is a generalization of subsurface conditions at the individual soil boring locations only. They may not reflect variations in subsurface strata occurring on site between boring locations. The general geologic origin of retained soil samples is listed on the boring logs. 2. Measured thickness of the pavement core. 3. Apparent aggregate base thickness, at time of our fieldwork, by visual inspection only. The classification is not meant to confer conformance with DOT specifications. 4. Undocumented fill soils. Mayer Lane Area (SB -23 through SB -30) Bituminous pavement thickness in this area ranged from approximately 4.5 to 6.5 inches at the boring locations. Apparent aggregate base thickness ranged from approximately 2.5 to 8.0 inches. Apparent previously placed fill soils generally consisting of poorly graded sand with silt (SP -SM), silty sand (SM), clayey sand (SC), lean clay (CL), and sandy silt (ML) were encountered to depths ranging from approximately 2.0 to 6.5 feet below the top of pavement. Trace amounts of organic material was encountered in Boring SB -23. Native glacial deposit soils consisting of poorly graded sand with silt (SP - SM), silty sand (SM), clayey sand (SC), Lean clay to sandy lean clay (CL), and silt to sandy silt (ML) were commonly observed extending to the boring termination depths. Packet Page Number 191 of 452 J2, Attachment 3 Groundwater was observed in six (6) of the boreholes (SB -24 through 26 and SB -28 through S13-30) ranging from approximately 10.2 to 20.0 feet below the top of pavement at the time of drilling. Table 2 summarizes the encountered subsurface conditions for the Mayer Lane Area. Table 2: Pavement and Subgrade Summary' Mayer Lane Area Bituminous Apparent Pavement Aggregate Base Fill Subgrade Boring No. Thicknessz (inches) Thickness' (inches) Materia 14 SB -23 6.5 2.5 SM SB -24 SB -25 SB -26 SB -27 SB -28 SB -29 SB -30 5.0 5.0 4.5 6.0 5.0 5.0 6.5 3.0 8.0 4.0 6.0 5.0 6.0 6.0 SM SP -SM, ML SP -SM SM SC, SP -SM SP -SM SC, CL Native Subgrade Material SP -SM SC, SP -SM, SM, ML CL, ML SM, SC, CL CL, ML CL, ML, SP SC, CL, ML CL, ML 1. Table summary is a generalization of subsurface conditions at the individual soil boring locations only. They may not reflect variations in subsurface strata occurring on site between boring locations. The general geologic origin of retained soil samples is listed on the boring logs. 2. Measured thickness of the pavement core. 3. Apparent aggregate base thickness, at time of our fieldwork, by visual inspection only. The classification is not mean to confer conformance with DOT specifications. 4. Undocumented fill soils. Residential Lots North of Mayer Lane (SB -31 and SB -32) Topsoil in this area ranged from approximately 3.0 to 4.0 inches at the boring locations. Apparent previously placed fill soils generally consisting of poorly graded sand with silt (SP -SM), silty sand (SM), and sandy lean clay (CL) were encountered to depths of approximately 4.0 feet below existing grade. Varying amounts of organic materials were occasionally encountered within the fill materials. Native glacial deposit soils consisting of silty sand (SM), clayey sand (SC), sandy silt (ML), and sandy lean clay to lean clay (CL) were observed extending to the boring termination depths. Groundwater was observed in the SB -31 borehole at a depth of approximately 16.0 feet below existing grade. In addition, the on-site clay and silt -based soils have the potential to be somewhat impervious and conducive to the development of zones of perched water at varying elevations and locations across the project area. A Table 3 summarizes the encountered subsurface conditions for the residential lots north of Mayer Lane. Packet Page Number 192 of 452 J2, Attachment 3 Table 3: Pavement and Subgrade Summary' Residential Lots North of Mayer Lane Topsoil Thickness Boring No. (inches) Fill Subgrade Material' Native Subgrade Material SB -313 3.0 SM, SP -SM SM, SC, ML, CL SB -323 4.0 SM, CL SC, CL 1. Table summary is a generalization of subsurface conditions at the individual soil boring locations only. They may not reflect variations in subsurface strata occurring on site between boring locations. The general geologic origin of retained soil samples is listed on the boring logs. 2. Undocumented fill soils. 3. Borings completed in empty residential lots and not within the street section. GROUNDWATER AND GROUNDWATER CONTROL Groundwater was observed in all of the project areas at the time of drilling. Sterling Street North, O'Day Street North, McClelland Street, Ferndale Street, Dennis Lane, Farrell Street, and Mayhill Road Areas: Groundwater was observed in five (5) of the boreholes (SB -10, SB -12 through S13-14, and S13-16) at the time of drilling. The groundwater depths ranged from approximately 9.0 to 14.3 feet below the top of pavement. Mayer Lane Area: Groundwater was observed in six (6) of the boreholes (SB -24 through 26 and SB -28 through S13-30) ranging from approximately 10.2 to 20.0 feet below the top of pavement at the time of drilling. Residential Lots North of Mayer Lane: Groundwater was observed in the SB -31 borehole at a depth of approximately 16.0 feet below existing grade. The lack of observed groundwater in the remaining borings is likely due to the short duration for which the boreholes remained open combined with the low permeability of the on-site clay and silt laden soils. In addition, the on-site clay and silt -based soils have the potential to be somewhat impervious and conducive to the development of zones of perched water at varying elevations and locations across the project area. Packet Page Number 193 of 452 J2, Attachment 3 Depending upon elevations of underground utilities, groundwater may be present during construction. If excavations are proposed below the groundwater level, the granular nature of some of the on-site soils will likely result in significant volumes of water entering the excavations unless proper dewatering measures are implemented. If dewatering is needed during construction, we recommend that the groundwater be maintained a minimum of 2 feet below the bottom of the excavation. LABORATORY TEST PROGRAM Our analysis and recommendations of this report are based upon our interpretation of the standard penetration test resistance determined while sampling soils, laboratory test results, and experience with similar soils from other sites near the project. The results of such tests are summarized on the boring logs or attached laboratory test reports. UTILITIES The fill and native soils observed at the soil boring locations were generally suitable for utility support. NTI understands that the proposed watermain replacement will take place at depths of approximately 6 to 8 feet below existing grade. Due to the observed groundwater levels and depending on the installation depth of the utilities (specifically the proposed watermain replacement), temporary dewatering maybe required during some of the utility trench excavations. In addition, the granular nature of some of the on-site soils will likely result in significant volumes of water entering the excavations unless proper dewatering measures are implemented. If dewatering is needed during construction, we recommend that the groundwater be maintained a minimum of 2 feet below the bottom of the excavation. Soft/loose soils were encountered at various boring locations across the project site. Due to these soft/loose soils and the potential for groundwater to enter trench excavations, stabilization of the trench subgrade may be required in order to provide a stable platform for construction. When required, stabilization measures will vary dependent upon the soil and groundwater conditions at each individual location. However, typical stabilization measures may consist of a one half to one -foot layer of crushed rock or sand with a maximum 5 percent material passing the No. 200 sieve and 50 percent passing the No. 40 sieve acting as pipe bedding. The Geotechnical Engineer of Record or their designated representative should observe the project excavations to determine that unsuitable materials have been properly removed and adequate bearing support is provided by the exposed soils. The exposed soil at the base should be compacted with a vibratory roller to 95 percent standard Proctor dry density (ASTM D698). Such observations and testing should be performed prior to backfilling. The on-site, non-organic, debris -free soils are anticipated to be suitable for reuse if properly moisture conditioned and compacted. Replacement backfill required in utility trenches should consist of non- organic material similar to the surrounding soil. All import fill should be approved by NTI or the City's representative. Packet Page Number 194 of 452 J2, Attachment 3 If clean sand materials are utilized as engineered fill overlying less pervious soils such as clayey sand (SC), silty sand (SM), sandy silt to silt (ML), or sand lean clay to lean clay (CL) within the frost zone, they will need to be adequately drained as to not create a "bathtub" effect. If not adequately drained, there is the potential that groundwater may collect within the void spaces of the sand and result in vertical movements during periods of freeze/thaw. It is especially important that trench backfill for utility construction within paved areas be thoroughly compacted to minimize future pavement damage. We recommend that such soils be compacted in accordance with the recommendations noted in the "Placement and Compaction of Engineered Fill" section in Appendix B of this report. The stability of embankments along utility excavations is dependent on soil strength, site geometry, moisture content, and any surcharge load for excavated soils and equipment. We present cautionary remarks concerning stability of excavation sideslopes in the "Excavation Stability" section of this report. The Contractor is solely responsible for assessing the stability of and executing underground utility and project excavations using safe methods. The contractor is also responsible for naming the "competent individual" as per Subpart P of 29 CFR 1926.6 (Federal Register - OSHA). PAVEMENT RECOMMENDATIONS Pavement Reconstruction If the pavement section is to be removed and replaced in its entirety, the most conservative method of subgrade preparation would be to remove the undocumented fill soils and replace them in their entirety with properly compacted engineered fill. This method of subgrade preparation would provide the most uniform subgrade but would also be the most costly method of construction and would be a relatively a- typical method of subgrade preparation for improvements to existing municipal roadways. If the City is willing to accept some risk in potential long term increased maintenance of the pavement section for the significant upfront savings, the roadway can be reconstructed over the existing fill. The Contractor should be aware that the subgrade soils will be moisture -sensitive and protecting them from inclement weather will aid in maintaining stability. The stripping of the existing pavement and aggregate base course should occur immediately prior to subgrade preparation and base aggregate installation to minimize weather -induced instability. The subgrade and aggregate base should be compacted and sloped to drain to help prevent ponding in the roadway during construction. Prior to installing the new pavement section, the existing subgrade should be scarified to a depth of at least 12 inches and recompacted. A proof roll test should then be performed to determine soft or unstable subgrade areas. The proof roll should be performed with a tandem axle dump truck loaded to gross capacity (at least 20 tons). Acceptance criteria of the proof roll shall be limited to rut formation no more than one inch depth (front or rear axles) and no pumping (rolling) observed during the visual inspection. Proof roll tests should be observed by an experienced technician or geotechnical engineer prior to placement of the aggregate base course to verify the subgrade will provide adequate pavement support. Packet Page Number 195 of 452 J2, Attachment 3 If rutting or localized unstable subgrade areas are observed, those areas should be subcut, moisture - conditioned, and re -compacted or removed to a stable depth. If imported fill is required in paved areas, it should consist of debris -free, non-organic, mineral soil similar in composition to the subgrade soils encountered in the surrounding areas. If sand is imported into areas that are underlain by relatively impervious fine-grained soils, the sand layer must be drained with drain tile in order to prevent frost heave from water trapped within the imported sand layer during freezing temperatures. Individual lifts of engineered fill should be tempered for moisture content, placed, and compacted as noted in the "Placement and Compaction of Engineered Fill" section in Appendix B of this report. The performance of stabilometer or similar tests, were beyond the scope of this report; however, they may be performed, upon request, for an additional fee. We estimate that a properly prepared subgrade would have an average stabilometer R -value of 20 for the sand -based soils and 12 for the clay and silt - based soils. Tables 4A and 413 presents our thickness recommendations for flexible (bituminous) pavement. These recommendations were based upon the encountered subgrade conditions, assumed R -values for the existing subgrade soils, the assumed AADT volumes, and the City of Maplewood's typical pavement section for the respective project area. Table 4A: Flexible Pavement Thickness Design Sterling Street North, O'Day Street North, McClelland Street, Ferndale Street, Dennis Lane, Farrell Street, and Mayhill Road Areas Pavement Section Recommended Pavement Section' Bituminous Wear Course (inches) 1.5 Bituminous Base Course (inches) 2.0 Class 5 Aggregate Base (inches) 8.0 Select Granular (inches) 24.0 1. The recommended pavement section is in accordance with the City's typical section for residential streets, Plate Number 111 dated March, 2002. 2. Assumed AADT volume of 600 and an average R -value of 20. Table 46: Flexible Pavement Thickness Design Mayer Lane Area: Pavement Section Recommended Pavement Section' Bituminous Wear Course (inches) 1.5 Bituminous Base Course (inches) 2.0 Class 5 Aggregate Base (inches) 8.0 Select Granular (inches) 24.0 1. The recommended pavement section is in accordance with the City's typical section for residential streets, Plate Number 111 dated March, 2002. 2. Assumed AADT volume of 600 and an average R -value of 12. Packet Page Number 196 of 452 J2, Attachment 3 Pavement recommendations assume the subgrade soils and aggregate section below paved surfaces will drain. Lack of surface and subsurface drainage will significantly reduce the capacity and longevity of the pavement systems indicated above. We recommend pavements receive annual maintenance, as a minimum, to correct damages to the pavement structure, clean and infill cracks which develop, and repair or resurface areas which exhibit reduced subgrade performance. The lack of maintenance can lead to moisture infiltration of the pavement structure and softening of the subgrade soils. This, in turn, can degrade the performance of the pavement system and result in poorly performing pavements with shortened life expectancy. STORMWATER INFILTRATION The encountered on-site sandy lean clay (CL), sandy silt (ML), clayey sand (SC), and silty sand (SM) soils are generally considered to be poor for the infiltration of stormwater. However, the borings also encountered poorly graded sand (SP) and poorly graded sand with silt (SP -SM) soils that are generally considered to be suitable for infiltration. Table 5 provides estimated infiltration rates for the various soil types encountered on-site. Table 5: Estimated Infiltration Rates' Estimated Cumulative Infiltration Rate Unified Soil Classification System - Soil Type (inches/hour) Clayey Sand (SC), Sandy Lean Clay to Lean Clay (CL) 0.06 Sandy Silt to Silt (ML) 0.20 Silty Sand (SM) 0.45 Poorly Graded Sand (SP) 0.80 Poorly Graded Sand with Silt (SP -SM) 0.70 1. All findings are approximate based on correlation of on-site soils to the Minnesota Stormwater Manual, or other published literature. The amount of compaction that is achieved during the placement of engineered fill will affect the infiltration of the stormwater. We recommend that the soils achieve no more than 90 percent of the maximum dry density as determined by the standard Proctor test (ASTM D 698) within the stormwater infiltration area. In addition, construction traffic should be limited, to the extent practical in these areas, to minimize the compaction of the subgrade soils due to wheel loads. There is the potential that the upper zone of the soil may need to be loosened via mechanical ripping if the area is over -compacted due to construction traffic. We recommend that Double -Ring Infiltrometer tests be performed to verify or potentially obtain less conservative rates as compared to the values shown above. NTI would be pleased to perform these services. Packet Page Number 197 of 452 J2, Attachment 3 EXCAVATION STABILITY Excavation depth and sidewall inclination should not exceed those specified in local, state, or federal regulations. Excavations may need to be widened and sloped, or temporarily braced, to maintain or develop a safe work environment. Contractors must comply with local, state, and federal safety regulations including current OSHA excavation and trench safety standards. Temporary shoring must be designed in accordance with applicable regulatory requirements. ENGINEERED FILL & WINTER CONSTRUCTION The silt and clay laden soils encountered at the project locations will be susceptible to freezing if not provided adequate drainage, insulation, or coverage. Frozen soil should not be used as backfill. When the ambient air temperature falls below freezing for an extended period of time, frost forms, and soil near the surface grade expands. Settlement of the fill may occur as the frozen soils thaw. If frost penetrates the soil prior to paving, soils must be thawed, scarified, and re -compacted as recommended in this report. Subgrade soils should be inspected prior to paving to verify frozen conditions are not present. CLOSURE As the widely spaced, small diameter borings provide only a limited amount of data regarding the existing fill, the existing fill may contain soft zones, debris or significantly greater amounts of unsuitable materials than could be reasonably inferred from the boring information. Unsuitable materials may not be discovered during construction and may remain buried within the fill below the pavement, resulting in greater than anticipated settlements of the pavement. These risks cannot be eliminated without completely removing the fill, but can be reduced by thorough exploration and testing during site preparation and construction. Our conclusions and recommendations are predicated on observation and testing of the earthwork directed by Geotechnical Engineer of Record. Our opinions are based on data assumed representative of the project area. However, the area coverage of borings in relation to the entire project is very small. For this and other reasons, we do not warrant conditions below the depth of our borings, or that the strata logged from our borings are necessarily typical of the site. Deviations from our recommendations by plans, written specifications, or field applications shall relieve us of responsibility unless our written concurrence with such deviations has been established. The scope of services for this project does not include either specifically or by implication any environmental or biological assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken. Packet Page Number 198 of 452 J2, Attachment 3 This report has been prepared for the exclusive use of the City of Maplewood and their agents for specific application to the proposed Dennis -McClelland Area Street Improvements project in Maplewood, Minnesota. Northern Technologies, LLC has endeavored to comply with generally accepted geotechnical engineering practice common to the local area. Northern Technologies, LLC makes no other warranty, express or implied. Attachments Appendix A -General Notes Appendix B - Groundwater Issues, Compaction and Placement of Fill Appendix C - Attachments: Boring Location Diagram (1), Soil Boring Logs (32) Appendix D - Core Photographs (30 ) Packet Page Number 199 of 452 J2, Attachment 3 APPENDIX A Packet Page Number 200 of 452 J2, Attachment 3 GEOTECHNICAL EVALUATION OF RECOVERED SOIL SAMPLES We visually examined recovered soil samples to estimate distribution of grain sizes, plasticity, consistency, moisture condition, color, presence of lenses and seams, and apparent geologic origin. We then classified the soils according using the Unified Soil Classification System (ASTM D2488). A chart describing this classification system and general notes explaining soil sampling procedures are presented within appendices attachments. The stratification depth lines between soil types on the logs are estimated based on the available data. In-situ, the transition between type(s) may be distinct or gradual in either the horizontal or vertical directions. The soil conditions have been established at our specific boring locations only. Variations in the soil stratigraphy may occur between and around the borings, with the nature and extent of such change not readily evident until exposed by excavation. These variations must be properly assessed when utilizing information presented on the boring logs. We request that you, your design team or contractors contact NTI immediately if local conditions differ from those assumed by this report, as we would need to review how such changes impact our recommendations. Such contact would also allow us to revise our recommendations as necessary to account for the changed site conditions. Packet Page Number 201 of 452 J2, Attachment 3 FIELD EXPLORATION PROCEDURES Soil Sampling —Standard Penetration Boring: Soil sampling was performed according to the procedures described by ASTM D-1586. Using this procedure, a 2 inch O.D. split barrel sampler is driven into the soil by a 140 pound weight falling 30 inches. After an initial set of six inches, the number of blows required to drive the sampler an additional 12 inches is recorded (known as the penetration resistance (i.e. "N -value") of the soil at the point of sampling. The N -value is an index of the relative density of cohesionless soils and an approximation of the consistency of cohesive soils. Soil Sampling — Power Auger Boring: The boring(s) was/were advanced with a 6 inch nominal diameter continuous flight auger. As a result, samples recovered from the boring are disturbed, and our determination of the depth, extend of various stratum and layers, and relative density or consistency of the soils is approximate. Soil Classification: Soil samples were visually and manually classified in general conformance with ASTM D-2488 as they were removed from the sampler(s). Representative fractions of soil samples were then sealed within respective containers and returned to the laboratory for further examination and verification of the field classification. In addition, select samples were submitted for laboratory tests. Individual sample information, identification of sampling methods, method of advancement of the samples and other pertinent information concerning the soil samples are presented on boring logs and related report attachments. Packet Page Number 202 of 452 J2, Attachment 3 GENERAL NOTES DRILLING and SAMPLING SYMBOLS LABORATORY TEST SYMBOLS SYMBOL DEFINITION SYMBOL DEFINITION C.S. Continuous Sampling W Moisture content -percent of dry weight P. D. 2-3/8" Pipe Drill D Dry Density -pounds per cubic foot C.O. Cleanout Tube LL, PL Liquid and plastic limits determined in accordance with ASTM D 423 and D 424 3 HSA 3 %" I.D. Hollow Stem Auger QU Unconfined compressive strength -pounds per square foot in accordance with ASTM D 2166-66 4 FA 4" Diameter Flight Auger Trace 0-5% 6 FA 6" Diameter Flight Auger Some 15-30% 2 Yz C 2 Y�" Casing Stiff 16-30 4 C 4" Casing D. M. Drilling Mud Pq Penetrometer reading-tons/square foot J.W. Jet Water S Torvane reading-tons/square foot H.A. Hand Auger G Specific Gravity — ASTM D 854-58 NXC Size NX Casing SL Shrinkage limit — ASTM 427-61 BXC Size BX Casing Ph Hydrogen ion content -meter method AXC Size AX casing O Organic content -combustion method SS 2" O.D. Split Spoon Sample M.A. Grain size analysis 2T 2" Thin Wall Tube Sample C* One dimensional consolidation 3T 3" Thin Wall Tube Sample QC Triaxial Compression * See attached data Sheet and/or graph WATER LEVEL SYMBOL Water levels shown on the boring logs were determined at the time and under the conditions indicated. In sand, the indicated levels can be considered relatively reliable for most site conditions. In clay soils, it is not possible to determine the ground water level within the normal scope of a test boring investigation, except where lenses or layers of more pervious water bearing soil are present; and then a long period of time may be necessary to reach equilibrium. Therefore, the position of the water level symbol for cohesive or mixed soils may not indicate the true level of the ground water table. The available water level information is given at the bottom of the log sheet. DESCRIPTIVE TERMINOLOGY RELATIVE DENSITY TERM N60 Value (corrected) Very Loose 0-4 Loose 5-8 Medium Dense 9-16 Dense 16-30 Very Dense Over 30 RELATIVE PROPORTIONS TERMS RANGE Trace 0-5% A little 5-15% Some 15-30% PARTICLE SIZES MATERIAL Boulders Gravel Sand Silt and Clay DESCRIPTION U.S. SIEVE SIZE CONSISTENCY TERM N60 Value (corrected) Soft 0-4 Medium 5-8 Rather Stiff 9-15 Stiff 16-30 Very Stiff Over 30 DESCRIPTION U.S. SIEVE SIZE Packet Page Number 203 of 452 Over 3" Coarse 3" to %" Medium %" to #4 Coarse #4 to #10 Medium #10 to #40 Fine #40 to #200 Determined by Hydrometer Test Packet Page Number 203 of 452 J2, Attachment 3 CLASSIFICATION of SOILS for ENGINEERING PURPOSES ASTM Designation D-2487 and D2488 (Unified Soil Classification System) o M o Z5 on 0 — 0 0 M +C_C Y C !n _J S _J M Y M a� v af) -0 tR) o C: o M Ln Y J N s _I ? U C N O — �n Ln = O Packet Page Number 204 of 452 Inorganic silts, very fine ML sands, rock flour, silty or clayey fine sands. Inorganic clays of low to CL medium plasticity, gravelly clays, sandy clays, silty clays, lean clays. OL Organic silts and organic silty clays of low plasticity. Inorganic silts, micaceous MH or diatomaceous fine sands or silts, elastic silts. CH Inorganic clays of high plasticity, fat clays. OH Organic clays of medium to high plasticity. Pt Peat, muck and other highly organic soils. O Ek Group WE is'0 I Major Divisions ONE Typical Name Classification Criteria E VA Symbol 0 M t N Well —graded gravels and v Cu = D60 / D10 greater than 4. ONE .0 aJ > GW gravel -sand mixtures, little 3 °�° Cz = (D30)2 / (D10 x D60) between 1 & 3. Kfflkmg d or no fines. O J Lov M .s I c w Poorly graded gravels and a T GP gravel -sand mixtures, little ° Not meeting both criteria for GW materials. * f6a p or no fines. o >M aJ v z a a) o 0 C a)u c ION Silty gravels, gravel -sand- Atterberg limits Atterberg limits ;z GM 11111111 a v below "A" line, or 0 o v 0 silt mixtures. " @ plotting in hatched o N E •o Y 0 v P.I. less than 4. area are borderline N _ o o y 3 �, w i Atterberg limits classifications 0 Z o GC Clayey gravels, gravel -sand- (D (D aJ -2 above "A" line requiring use of dual c 0 0 o ,.n > > clay mixtures. p � g o with P.I. greater o 0 l7 no (D 0 m symbols. than 7. y C7 'Y aJ o Well -graded sands and c > a> v a •v Cu = D60 / D10 greater than 6. _0 SW gravelly sands, little or no > � o o — o fines. y O O 0 o Cz = (D30)2 / (D10 x D60) between 1 & 3. U� vJ a N p o r-4 0 @ > @ Poorly -graded sands and w o z znn Y 0•N Z5 SP gravelly sands, little or no @ z •c Not meeting both criteria for SW materials. v 0 a fines. -0 - '� ,C @ Q c m ? Silty sands, sand -silt Q� N o p ry ti Atterberg limits Atterber limits g "A" Ln SM mixtures. m L o below line, or plotting in hatched p g @ro 0 3 u @ Y o P.I. less than 4. area are borderline Y c Ln w a Atterberg limits classifications v : mSC Clayey sands, sand -clay m o o a u o above "A" line requiring use of dual mixtures. LL with P. I. > 7. symbols. o M o Z5 on 0 — 0 0 M +C_C Y C !n _J S _J M Y M a� v af) -0 tR) o C: o M Ln Y J N s _I ? U C N O — �n Ln = O Packet Page Number 204 of 452 Inorganic silts, very fine ML sands, rock flour, silty or clayey fine sands. Inorganic clays of low to CL medium plasticity, gravelly clays, sandy clays, silty clays, lean clays. OL Organic silts and organic silty clays of low plasticity. Inorganic silts, micaceous MH or diatomaceous fine sands or silts, elastic silts. CH Inorganic clays of high plasticity, fat clays. OH Organic clays of medium to high plasticity. Pt Peat, muck and other highly organic soils. O Ek IN WE is'0 I 0 0 ONE 1EIN11011M. ON E VA 0 E 0 M t 0 O U ONE E Kfflkmg d O J Lov 5 a w J p f�0 a III ION 010 11111111 0 0 0 O O 0 O N co I!W!-1 f1!3Rseld C\I O O O J2, Attachment 3 APPENDIX B Packet Page Number 205 of 452 J2, Attachment 3 GROUNDWATER ISSUES The following presents additional comment and soil specific issues related to measurement of ground water conditions at your project site. Note that our ground water measurements, or lack thereof, will vary depending on the time allowed for equilibrium to occur in the borings. Extended observation time was not available during the scope of the field exploration program and, therefore, ground water measurements as noted on the boring logs may or may not accurately reflect actual conditions at your site. Seasonal and yearly fluctuations of the ground water level, if any, occur. Perched ground water may be present within sand and silt lenses bedded within cohesive soil formations. If minor seepage into project excavations occurs, dewatering with sumps and pumps within excavations will be adequate within fine grained clay or silt -based soils. Within the clean sand soils dewatering can likely be accomplished with the use of a well point system. We recommend that the dewatering wells or sand points be installed to maintain the groundwater surface at least 2 feet below the bottom of the excavation in granular soils. Packet Page Number 206 of 452 J2, Attachment 3 PLACEMENT AND COMPACTION OF ENGINEERED FILL Unless otherwise superseded within the body of the Geotechnical Exploration Report, the following criteria shall be utilized for placement of engineered fill on project. This includes, but is not limited to earthen fill placement to improve site grades, fill placed below structural footings, fill placed interior of structure, and fill placed as backfill of foundations. Engineered fill placed for construction, if necessary should consist of natural, non-organic, competent soils native to the project area. Such soils may include, but are not limited to gravel, sand, or clays with Unified Soil Classification System (ASTM D2488) classifications of GW, SP, SM, CL or CH. Use of silt or clayey silt as project fill will require additional review and approval of project Geotechnical Engineer of Record. Such soils have USCS classifications of ML, MH, ML -CL, MH -CH. Use of topsoil, marl, peat, other organic soils construction debris and/or other unsuitable materials as fill is not allowed. Such soils have USCS classifications of OL, OH, Pt. Engineered fill, classified as clay, should be tempered such that the moisture content at the time of placement is equal to and no more than 3 percent above the optimum content for as defined by the appropriate proctor test. Likewise, engineered fill classified as gravel or sand should be tempered such that the moisture content at the time of placement is within 3 percent of the optimum content. All engineered fill for construction should be placed in individual 8 inch maximum depth lifts. Each lift of fill should be compacted by large vibratory equipment until the in-place soil density is equal to or greater than the criteria established within the following tabulation. of Construction Engineered Fill placed as Pavement Subgrade (more than 3 feet below bottom of final grade) Engineered Fill placed as Pavement Subgrade (less than 3 feet below bottom of final grade) Engineered Fill placed as Pavement Aggregate Base Compaction Criteria (% respective Proctor) 1 Clav Sand or Gravel Min. 95 Min. 100 N/A Min. 95 Min. 100 Min. 100 Engineered Fill Placed within Infiltration Basins N/A Max. 90 Note 1 Unless otherwise required, compaction criteria shall be based on the Standard Proctor Test (ASTM D698). Density tests should be taken during engineered fill placement to document earthwork has achieved necessary compaction of the material(s). Packet Page Number 207 of 452 J2, Attachment 3 APPENDIX C Packet Page Number 208 of 452 r k. T SB, 31 • w s ` 5B-32 • ti SB -23 • • • ! • • —� � SB -24 58-25 SB -26 - , SB -27 SB -28 a :, 'SB(30 -! 'a . F - NSB -4 i � _.. SB -'10 SB -13 SB -1658 19 SB 22 SMt Ago.�.� SB z _ f SB -65B-9 SB -12 SB T5 SB -18 .. SB -21 r _ e 2 „�� B0•P 5B 1 • B 1 • , 5B-14 SB -5 SB 8 S •_ SB -17 S ` Y i 12. Attachment 3 1. Northern Technologies, LLC BORING NUMBER SBA NT I 6160 Carmen Avenue E PAGE 1 OF 1 rA Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/30/19 COMPLETED 7/30/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A AT TIME OF DRILLING --- No Groundwater observed LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to beat 100 feet ATTERBERG Lu o z w o LIMITS U w � Lu Q-0 MATERIAL DESCRIPTION ED > 0 Q w N o 0 z z U X z 0 G✓ U az <Z O, w m0Z UZ U } Oz a� Q� U)p LL � 0 d 0_ D �0 U �J aJ QZ 0.0 a BITUMINOUS PAVEMENT (3.0 inches) OR 0.6 APPARENT AGGREGATE BASE (4.0 inches) 99.4 SILTY SAND, (SM) brown, fine to coarse grained, moist, trace gravel 1 5 13 (Undocumented Fill) 2.0 98.0 SILTY SAND, (SM) brown, fine to coarse grained, 2.5 moist, dense, trace gravel (GlacialOutwash) SS 5-9-13-12 2 50 (22) 4.0 96.0 POORLY GRADED SAND WITH SILT, (SP -SM) brown, fine to coarse grained, moist, very dense, trace gravel (GlacialOutwash) 3S 0 17 20(3��17 5.0 NOTE: No recovery in Sample No. 3. Auger cuttings sampled. 6.5 93.5 POORLY GRADED SAND WITH SILT, (SP -SM) light brown, fine to coarse grained, moist, medium dense, 7 5 trace gravel, occasional silt seams (Glacial Outwash) 4 89 1S (- 2 8 SS 100 3-4-5 10.0 :: 5 (9) SS 100 8-5-4 12.56 (9) SS 100 4-4-5 7 (9) 14.5 85.5 Bottom of borehole at 14.5 feet. Packet Page Number 210 of 452 12. Attachment 3 1. Northem Technologies, LLC BORING NUMBER SB -2 NT I 6160 Carmen Avenue E PAGE 1 OF 1 rA Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/30/19 COMPLETED 7/30/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A AT TIME OF DRILLING --- No Groundwater observed LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to beat 100 feet ATTERBERG Lu o z w o LIMITS U w � Lu Q-0 MATERIAL DESCRIPTION ED > 0 Q w N o 0 z z U X z 0 G✓ U az <Z O, w m0Z UZ U } Oz a� Q� U)p LL � 0 d 0_ D �0 U �J aJ QZ 0.0 a 0.3 BITUMINOUS PAVEMENT (3.5 inches) 99.7 OR 0.8 APPARENT AGGREGATE BASE (6.0 inches) 99.2 POORLY GRADED SAND, (SP) brown, fine to coarse AU grained, moist, trace gravel, occasional silt seams 1 (Undocumented Fill) 2.0 98.0 POORLY GRADED SAND WITH SILT, (SP -SM) brown, 2.5 fine to coarse grained, moist, medium dense, little gravel SS 100 6-11-13-14 2 (Glacial Outwash) 2 (24) 6 4.0 96.0 POORLY GRADED SAND, (SP) brown, fine to coarse grained, moist, dense, trace gravel, occasional silt 5.0 seams (Glacial Outwash) 3S 100 (16) 6.5 93.5 SILTY SAND, (SM) light brown to brown, fine to coarse grained, moist, loose, trace gravel 3(36)3 7.5 (Glacial Outwash) 4 100 SS 100 3-3-4 10.0. 5 (7) SS 100 5-4-4 12.5 :: 6 (8) 13.0 87.0 POORLY GRADED SAND, (SP) light brown, fine to 4. medium grained, moist, medium dense, trace gravel SS 4(9 (Glacial Outwash) 100 5 1 3 14.5 85.5 Bottom of borehole at 14.5 feet. Packet Page Number 211 of 452 12. Attachment 3 1. Northern Technologies, LLC BORING NUMBER SB -3 NT I 6160 Carmen Avenue E PAGE 1 OF 1 rA Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/30/19 COMPLETED 7/30/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A AT TIME OF DRILLING --- No Groundwater observed LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to beat 100 feet ATTERBERG Lu o z w o LIMITS U }� } U�j w Lu Q-0 MATERIAL DESCRIPTION ED > a 0 Q w N o 0 z z U X z 0 G✓ U az <Z O, w m0Z UZ U } Oz a� Q� U)p LL � 0 d 0_ D �0 U �J aJ QZ 0.0 a BITUMINOUS PAVEMENT (7.0 inches) OR 0.6 99.4 SILTY SAND, (SM) dark brown, fine to medium grained, moist, trace gravel AU (Undocumented Fill) 1 2.5 SS 67 4-3-2-2 2 (5) 4.0 96.0 SILTY SAND, (SM) brown to dark brown, fine to medium grained, moist, trace gravel 1(3)2 5.0 (Undocumented Fill) 6.5 93.5 3S 61 15 48 SANDY SILT, (ML) brown, moist, soft, occasional clay seams (Glaciofluvial Deposit) 4 67 2(4)2 7.5 9.0 91.0 SILTY SAND, (SM) brown, fine grained, moist, very loose, occasional silt seams 2(4)2 10.0 (Glaciofluvial Deposit) 11.5 88.5 5S 56 1414 44 SANDY SILT, (ML) brown, moist, medium, occasional clay seams 3(6)3 12.5 (Glaciofluvial Deposit) 6S 94 SS 100 3-3-2 21 (5) 72 14.5 85.5 Bottom of borehole at 14.5 feet. Packet Page Number 212 of 452 12. Attachment 3 1. Northern Technologies, LLC BORING NUMBER SB -4 NT I 6160 Carmen Avenue E PAGE 1 OF 1 rA Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/30/19 COMPLETED 7/30/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A AT TIME OF DRILLING --- No Groundwater observed LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to beat 100 feet ATTERBERG Lu o z w o LIMITS U Lu of D w � Lu Q-0 MATERIAL DESCRIPTION ED > 0 Q w N o 0 z z U X z 0 G✓ U az <Z O, w m0Z UZ U } Oz a� Q� U)p LL � 0 d 0_ D �0 U �J aJ QZ 0.0 a 0.4 BITUMINOUS PAVEMENT (4.5 inches) 99.61 OR POORLY GRADED SAND WITH SILT, (SP -SM) brown, fine to coarse grained, moist, trace gravel (Undocumented Fill) AU 2.0 98.0 SILTY SAND, (SM) dark brown, fine to coarse grained, 2.5 moist, trace gravel, occasional bituminous pieces (Undocumented Fill) SS 4-4-4-3 2 83 (8) 10 27 4.0 96.0 SILTY SAND, (SM) brown, fine to medium grained, moist, trace gravel S3S 3(445 5.0 (Undocumented Fill) 6.5 93.5 72 SILTY SAND, (SM) brown to light brown, fine to medium grained, moist, medium dense, trace gravel 7 5 (Glacial Outwash) 9.0 91.0 4 78 X10)4 POORLY GRADED SAND WITH SILT, (SP -SM) brown to light brown, fine to medium grained, moist, very SS 2-2-1 10.0 loose, trace gravel (GlacialOutwash) 5 67 (3) 4 .:111.5 88.5 SILTY SAND, (SM) brown to light brown, fine to medium grained, moist, very loose to loose, trace gravel 2(4)2 12.5 (GlacialOutwash) 6 100 SS 94 3-3-4 7 (7) 14.5 85.5 Bottom of borehole at 14.5 feet. Packet Page Number 213 of 452 Northern Technologies, LLC BORING NUMBER SB -5 rA NT I 6160 Carmen Avenue E PAGE 1 OF 1 Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/29/19 COMPLETED 7/29/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A AT TIME OF DRILLING --- No Groundwater observed LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to beat 100 feet Packet Page Number 214 of 452 Lu o z w o LIMITS U Lu of S w � Lu Q O MATERIAL DESCRIPTION ED > O, OJ Q w N 2 0 0 U X z 0 G✓ U az <Z w m0Z UZ U } Oz O� Q� U)p LL � 0 d 0_ D �0 U �J aJ QZ 0.0 a 0.4 BITUMINOUS PAVEMENT (4.5 inches) 99.6 OR APPARENT AGGREGATE BASE (2.0 inches) 99 5 SILTY SAND, (SM) dark brown, fine to coarse grained, AU s moist, trace gravel, occasional bituminous pieces 1 10 28 1.5 (Undocumented Fill) 98.5 SILTY SAND, (SM) dark brown, fine to coarse grained, moist, trace gravel 2.5 2.5 (Undocumented Fill) 97.5 2S 100 419/0$ CLAYEY SAND, (SC) brown, fine to coarse grained, moist, trace gravel (Undocumented Fill) 4.0 96.0 POORLY GRADED SAND WITH SILT, (SP -SM) brown, fine to coarse grained, moist, very dense, little gravel 8 8 5.0 (Glacial Outwash) 6.5 93.5 3 83 (31) POORLY GRADED SAND, (SP) light brown, fine to coarse grained, moist, dense, little gravel 10 r 7 5 ! (Glacial Outwash) 4S 22 (26) S SS 67 7-10-14 10.0 11.5 88.5 5 (24) POORLY GRADED SAND WITH SILT, (SP -SM) brown, fine to coarse grained, moist, dense, trace gravel 12.5 (Glacial Outwash) gS 0 (18) " 13.0 87.0 POORLY GRADED SAND, (SP) light brown, fine to coarse grained, moist, medium dense, trace gravel, SS 4 occasional silt seams 72 2� (Glacial Outwash) 14.5 NOTE: No recovery in Sample No. 7. Sampled auger 85.5 cuttings only. r, Bottom of borehole at 14.5 feet. Packet Page Number 214 of 452 12. Attachment 3 1. Northern Technologies, LLC BORING NUMBER SB -6 NT I 6160 Carmen Avenue E PAGE 1 OF 1 rA Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/29/19 COMPLETED 7/29/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A AT TIME OF DRILLING --- No Groundwater observed LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to beat 100 feet ATTERBERG Lu o z w o LIMITS U }� } U�j w Lu Q-0 MATERIAL DESCRIPTION ED > a 0 Q w N o 0 z z U X z 0 G✓ U az <Z O, w m0Z UZ U } Oz a� Q� U)p LL � 0 d 0_ D �0 U �J aJ QZ 0.0 a BITUMINOUS PAVEMENT (6.0 inches)OR 0.5 99.5 n7 'APPARENT AGGREGATE BASE (2.0 inches) POORLY GRADED SAND WITH SILT, (SP -SM) brown, AU fine to coarse grained, moist, trace gravel 1 (Undocumented Fill) 2.0 98.0 POORLY GRADED SAND WITH SILT, (SP -SM) light 2.5 brown, fine to coarse grained, moist, medium dense to loose, trace gravel, occasional silt seams 3 (Glacial Outwash) ZS 63 (14)12 SS 78 5-7-7 2 5.0 3 (14) 8 SS 83 6-5-5 7.5 4 (10) SS 67 5-4-3 10.0 ::' S (7) SS 56 4-5-4 12.5 6 (9) SS72 5-6-8 7 (14) 14.5 85.5 Bottom of borehole at 14.5 feet. Packet Page Number 215 of 452 12. Attachment 3 1. Northern Technologies, LLC BORING NUMBER SB -7 NT I 6160 Carmen Avenue E PAGE 1 OF 1 rA Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/29/19 COMPLETED 7/29/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A AT TIME OF DRILLING --- No Groundwater observed LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to beat 100 feet ATTERBERG Lu o z w o LIMITS U Lu of D w � Lu Q-0 MATERIAL DESCRIPTION ED > 0 Q w N o 0 z z U X z 0 G✓ U az <Z O, w m0Z UZ U } Oz a� Q� U)p LL � 0 d 0_ D �0 U �J aJ QZ 0.0 a 0.3 BITUMINOUS PAVEMENT (4.0 inches) 99.7OR 0.6 APPARENT AGGREGATE BASE (3.0 inches) 99.4 POORLY GRADED SAND WITH SILT, (SP -SM) light AU brown, fine to coarse grained, moist, trace gravel 1 (Undocumented Fill) 2.0 98.0 SILTY SAND, (SM) light brown, fine to coarse grained, 2.5 moist, loose, trace gravel (GlacialOutwash) SS 4-3-3-3 2 67 (6) 6 13 4.0 96.0 POORLY GRADED SAND WITH SILT, (SP -SM) light fine to medium grained, moist, loose, trace gravelbrown, SS 72 5-2-3 5.0 (Glacial Outwash) ( ) 6.5 93.5 POORLY GRADED SAND, (SP) light brown, fine to medium grained, moist, very loose to medium dense, SS 3-2-2 7.5 trace gravel, occasional silt seams (GlacialOutwash) 4 83 (4) SS 78 2-3-4 10.0 ; ::.:.::; 5 (7) SS 83 3-4-6 12.5 `::.'.:':<: 6 (10) SS 89 3-4-5 7 (9) 14.5 85.5 Bottom of borehole at 14.5 feet. Packet Page Number 216 of 452 12. Attachment 3 1. Northem Technologies, LLC BORING NUMBER SB -8 NT I 6160 Carmen Avenue E PAGE 1 OF 1 rA Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/29/19 COMPLETED 7/29/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A AT TIME OF DRILLING --- No Groundwater observed LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to beat 100 feet ATTERBERG Lu o z w o LIMITS U }� } U�j w Lu Q-0 MATERIAL DESCRIPTION ED > a 0 Q w N o 0 z z U X z 0 G✓ U az <Z O, w m0Z UZ U } Oz a� Q� U)p LL � 0 d 0_ D �0 U �J aJ QZ 00 a BITUMINOUS PAVEMENT (8.0 inches) r.V OR 99.3 APPARENT AGGREGATE BASE (2.0 inches) POORLY GRADED SAND WITH SILT, (SP -SM) dark AU 6 brown, fine to coarse grained, moist, trace gravel 1 7 (Undocumented Fill) SS 58 9-11-12-13 2.5 xxx 2 (23) 4.0 96.0 POORLY GRADED SAND, (SP) brown, fine to coarse grained, moist, dense, trace gravel, occasional silt SS 9-8-11 5.0 seams (Glacial Outwash) 3 94 (19) 6.5 93.5 POORLY GRADED SAND, (SP) light brown, fine to medium grained, moist, dense, trace gravel 1 0 7.5 :: (Glacial Outwash) 9.0 91.0 4S 72 19) POORLY GRADED SAND, (SP) brown, fine to coarse grained, moist, medium dense to loose, trace gravel, 10.0 '; occasional silt seams (Glacial Outwash) 5 83 (13) SS 89 4-4-5 12.5 6 (g) SS 78 3-3-5 7 (8) 14.5 85.5 Bottom of borehole at 14.5 feet. Packet Page Number 217 of 452 12. Attachment 3 1. Northem Technologies, LLC BORING NUMBER SB -9 NT I 6160 Carmen Avenue E PAGE 1 OF 1 rA Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/29/19 COMPLETED 7/29/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A AT TIME OF DRILLING --- No Groundwater observed LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to beat 100 feet ATTERBERG Lu o z w o LIMITS U }� } U�j w Lu Q-0 MATERIAL DESCRIPTION ED > a 0 Q w N o 0 z z U X z 0 G✓ U az <Z O, w m0Z UZ U } Oz O� Q� U)p LL � 0 d 0_ D �0 U �J aJ QZ 0.0 a 0.3 BITUMINOUS PAVEMENT (4.0 inches) 99.7 OR o g APPARENT AGGREGATE BASE (5.0 inches) 99.3 POORLY GRADED SAND WITH SILT, (SP -SM) brown, AU fine to coarse grained, moist, trace gravel 1 (Undocumented Fill) 2.5 83 4-6-7 4 2S ( ) 4.0 96.0 POORLY GRADED SAND, (SP) brown, fine to medium grained, moist, medium dense, trace gravel, occasional SS 5-6-6 5.0 silt seams (Glacial Outwash) 3 89 (12) SS 83 3-4-5 7.5 4 (9) 9.0 91.0 POORLY GRADED SAND, (SP) light brown, fine grained, moist, loose, trace gravel, occasional silt SS 2-3-4 10.0 seams (Glacial Outwash) 5 78 (7) 11.5 88.5 POORLY GRADED SAND, (SP) light brown, fine to medium grained, moist, loose, trace gravel, occasional S6S 2(34 12.5 silt seams (Glacial Outwash) 83 13.0 87.0 POORLY GRADED SAND, (SP) light brown, fine grained, moist, medium dense, trace gravel, occasional silt seams SS 83 (10) (Glacial Outwash) 14.5 85.5 Bottom of borehole at 14.5 feet. Packet Page Number 218 of 452 12. Attachment 3 1. Northem Technologies, LLC BORING NUMBER SB -10 NT I 6160 Carmen Avenue E PAGE 1 OF 1 rA Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/29/19 COMPLETED 7/29/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A a AT TIME OF DRILLING 9.00 ft / Elev 91.00 ft LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to beat 100 feet ATTERBERG Lu o z w o LIMITS U w � Lu 0_0 MATERIAL DESCRIPTION ED > 0 Q w N o 0 z z U X z 0 G✓ U az <Z O, w m0Z UZ U } Oz a� Q� U)p LL � 0 d 0_ D �0 U �J aJ QZ 0.0 a BITUMINOUS PAVEMENT (6.5 inches) OR 0.5 99.5 0.9 APPARENT AGGREGATE BASE (4.0 inches) 99.1 CLAYEY SAND, (SC) brown, fine to coarse grained, AU moist, trace gravel 1 5 17 (Undocumented Fill) 2.0 98.0 SILTY SAND, (SM) brown, fine to coarse grained, 2.5 moist, medium dense, trace gravel (Glaciofluvial Deposit) SS 2-3-6-5 2 50 (9) 4.0 96.0 SILTY SAND, (SM) light brown, fine to medium grained, moist, medium dense, trace gravel 5.0 (Glaciofluvial Deposit) 6.5 93.5 3 67 (10) SANDY LEAN CLAY, (CL) light brown, moist to wet, rather stiff to medium, trace gravel, occasional sand seams, occasional fat clay seams 4 67 7.5 (Glaciofluvial Deposit) (3) Q SS 67 2-2-1 28 10.0 5 (3) 76 SS 67 5-4-4 26 12.5 6 (8) SS 67 2-4-5 7 (9) 14.5 85.5 Bottom of borehole at 14.5 feet. Packet Page Number 219 of 452 12. Attachment 3 1. Northem Technologies, LLC BORING NUMBER SB -11 NT T' 6160 Carmen Avenue E PAGE 1 OF 1 rA Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECHNOLOGIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/29/19 COMPLETED 7/29/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A AT TIME OF DRILLING --- No Groundwater observed LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to beat 100 feet ATTERBERG Lu o z w o LIMITS U w � Lu Q-0 MATERIAL DESCRIPTION ED > 0 Q w N o 0 z z U X z 0 G✓ U az <Z O, Lu m0Z UZ U } Oz a� Q� U)p LL � 0 d 0_ D �0 U �J aJ QZ 0.0 a BITUMINOUS PAVEMENT (5.5 inches) :�OR 0.5 99.5 0.8 APPARENT AGGREGATE BASE (4.0 inches) 99.2 POORLY GRADED SAND WITH SILT, (SP -SM) brown, AU fine to medium grained, moist, trace gravel 1 (Undocumented Fill) 2.0 98.0 POORLY GRADED SAND WITH SILT, (SP -SM) brown, 2.5 fine to coarse grained, moist, trace gravel (Undocumented Fill) SS 2-3-6-5 2 46 (9) 7 4.0 96.0 POORLY GRADED SAND, (SP) brown, fine to coarse grained, moist, medium dense, trace gravel, occasional SS 5-5-7 5.0 clay seams (GlacialOutwash) 3 67 (12) SS 61 5-5-5 7.5 4 (10) 9.0 91.0 POORLY GRADED SAND, (SP) light brown, fine to medium grained, moist, loose to medium dense, S5S 5(554 10.0 '; occasional clay seams (Glacial Outwash) 56 SS 72 4-4-4 12.5 6 (g) SS 67 4-4-5 7 (9) 14.5 85.5 Bottom of borehole at 14.5 feet. Packet Page Number 220 of 452 12. Attachment 3 1. Northem Technologies, LLC BORING NUMBER SB -12 NT I 6160 Carmen Avenue E PAGE 1 OF 1 rA Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/30/19 COMPLETED 7/30/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A aAT TIME OF DRILLING 12.80 ft / Elev 87.20 ft LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to beat 100 feet ATTERBERG Lu o z w o LIMITS U w � Lu 0_0 MATERIAL DESCRIPTION ED > 0 Q w N o 0 z z U X z 0 G✓ U az <Z O, w m0Z UZ U } Oz a� Q� U)p LL � 0 d 0_ D �0 U �J aJ QZ 0.0 a 0.4 BITUMINOUS PAVEMENT (4.5 inches) 99.6 OR 0.8 APPARENT AGGREGATE BASE (5.0 inches) 99.2 POORLY GRADED SAND, (SP) brown, fine to coarse grained, moist, trace gravel 1 7 (Undocumented Fill) 2.0 98.0 POORLY GRADED SAND WITH SILT, (SP -SM) brown, 2.5 fine to coarse grained, moist, trace gravel, trace 2.8 organics 97.2 3 (Undocumented Fill) ZS 67 �4)-3 13 26 SILTY SAND, (SM) brown, fine to medium grained, moist, very loose to loose, trace gravel (Glaciofluvial Deposit) SS 56 3-5-3 5.03 6.5 93.5 (8) LEAN CLAY, (CL) brown, moist, soft to rather stiff, trace gravel, occasional sand seams S4S 2(121 7.5 (Glaciofluvial Deposit) 67 SS 78 3-2-3 10.0 5 (5) FS6S 89 7-4-912.5 26 Q (13) 13.0 87.0 SANDY SILT, (ML) brown, moist, rather stiff, trace gravel, occasional clay seams SS (Glaciofluvial Deposit) 94 (6-) 14.5 85.5 Bottom of borehole at 14.5 feet. Packet Page Number 221 of 452 12. Attachment 3 1. Northern Technologies, LLC BORING NUMBER SB -13 NT I 6160 Carmen Avenue E PAGE 1 OF 1 rA Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/30/19 COMPLETED 7/30/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A aAT TIME OF DRILLING 13.50 ft / Elev 86.50 ft LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to be at 100 feet. Boring was offset approximately 17' North due to utilities ATTERBERG Lu o z Luo LIMITS U Lu of U)[j D w 0- � Lu Q O MATERIAL DESCRIPTION ED > a OJ Q w N Q U X z Q ry U a� <Z O, Lu m0> UZ U } OZ O� Q� �p LL � 0 d 0_ D �0 U �J aJ QZ 0.0 a 0.3 BITUMINOUS PAVEMENT (4.0 inches) 99.7 OR 72 APPARENT AGGREGATE BASE (2.0 inches) SILTY SAND, (SM) dark brown, fine to coarse grained, AU moist, trace gravel, occasion wood pieces 1 (Undocumented Fill) POORLY GRADED SAND WITH SILT, (SP -SM) reddish brown, fine to coarse grained, moist, trace 2.5 gravel (Undocumented Fill) SS 67 3-4-5-4 2 (9) 4.0 96.0 SANDY SILT, (ML) brown, moist, occasional clay seams, occasional sand seams 1(2)1 5.0 (Undocumented Fill) 6.5 93.5 3 56 19 52 SANDY LEAN CLAY, (CL) brown, moist, occasional silt seams, occasional sand seams, occasional roots 0(0)1 7.5 (Undocumented Fill) 4S 67 28 76 9.0 91.0 LEAN CLAY, (CL) light brown, moist, soft to medium, occasional silt seams S5S 2(13)2 10.0 (Glaciofluvial Deposit) 78 SS 89 3-2-3 12.5 13.0 87.0 6 (5) SILT, (ML) light brown, moist, medium, occasional fat clay seams (Glaciofluvial Deposit) SS 94 2(5)3 14.5 85.5 Bottom of borehole at 14.5 feet. Packet Page Number 222 of 452 12. Attachment 3 1. Northern Technologies, LLC BORING NUMBER SB -14 NT I 6160 Carmen Avenue E PAGE 1 OF 1 rA Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/30/19 COMPLETED 7/30/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A aAT TIME OF DRILLING 14.30 ft / Elev 85.70 ft LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to beat 100 feet ATTERBERG Lu o z w o LIMITS U Lu of D w � Lu 0_0 MATERIAL DESCRIPTION ED > 0 Q w N o 0 z z U X z 0 G✓ U az <Z O, w m0Z UZ U } Oz a� Q� U)p LL � 0 d 0_ D �0 U �J aJ QZ 0.0 a 0.4 BITUMINOUS PAVEMENT (5.0 inches) 99.6 OR 0.8 APPARENT AGGREGATE BASE (4.0 inches) 99.3 SILTY SAND, (SM) brown, fine to coarse grained, AU moist, trace gravel 1 (Undocumented Fill) 2.0 98.0 CLAYEY SAND, (SC) brown to gray, fine to coarse 2 5 grained, moist, trace gravel (Undocumented Fill) SS 2-4-4-5 2 67 (8) 4.0 96.0 CLAYEY SAND, (SC) brown, fine to coarse grained, moist, loose, trace gravel 4(36)3 5.0 (Glaciofluvial Deposit) 6.5 93.5 3S 89 POORLY GRADED SAND WITH SILT, (SP -SM) brown, fine to coarse grained, moist, very loose, trace gravel 5(41 7.5 7.5 (Glaciofluvial Deposit) 92 5 4S 100 41 13 CLAYEY SAND, (SC) dark gray, fine to coarse grained, moist, very loose, trace gravel (Glaciofluvial Deposit) 9.0 91.0 CLAYEY SAND, (SC) gray, fine to medium grained, moist, loose, trace gravel 3(5)2 10.0 (Glaciofluvial Deposit) 11.5 88.5 5S 100 CLAYEY SAND, (SC) light gray, fine to medium grained, moist, very loose, trace gravel 1(4)2 12.5 (Glaciofluvial Deposit) 6S 100 13.0 87.0 SILTY SAND, (SM) light gray, fine to medium grained, moist, medium dense, trace gravel SS 3(94 (Glaciofluvial Deposit) 78 14.5 85.5 Bottom of borehole at 14.5 feet. Packet Page Number 223 of 452 12. Attachment 3 1. Northern Technologies, LLC BORING NUMBER SB -15 NT I 6160 Carmen Avenue E PAGE 1 OF 1 rA Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/30/19 COMPLETED 7/30/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A AT TIME OF DRILLING --- No Groundwater observed LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to beat 100 feet ATTERBERG Lu o z w o LIMITS U Lu of D w � Lu Q-0 MATERIAL DESCRIPTION ED > 0 Q w N o 0 z z U X z 0 G✓ U az <Z O, w m0Z UZ U } Oz a� Q� U)p LL � 0 d 0_ D �0 U �J aJ QZ 0.0 a 0.4 BITUMINOUS PAVEMENT (4.5 inches) 99.6 OR 0.8 APPARENT AGGREGATE BASE (5.0 inches) 99.2 CLAYEY SAND, (SC) brown, fine to coarse grained, AU moist, trace gravel 1 (Undocumented Fill) 2.5 SS 83 8-8-7-5 2 (15) 4.0 96.0 LEAN CLAY, (CL) light brown to light gray, moist, soft, occasional silt seams 3(3)2 5.0 (Glaciofluvial Deposit) 3S 83 25 SS 89 2-1-2 7.5 4 (3) 9.0 91.0 SILT, (ML) light brown, moist, medium, occasional clay seams (Glaciofluvial Deposit) 5S 94 1(5)3 25 10.0 11.5 88.5 LEAN CLAY, (CL) brown, moist, medium, occasional silt seams S6S 4($�4 12.5 (Glaciofluvial Deposit) 33 13.0 87.0 LEAN CLAY, (CL) gray, moist, soft, occasional silt seams (Glaciofluvial Deposit) SS 61 2(24)2 14.5 85.5 Bottom of borehole at 14.5 feet. Packet Page Number 224 of 452 JL MLLdl.I IIIICI11 J Northern Technologies, LLC BORING NUMBER SB -16 ® NTI 6160 Carmen Avenue E PAGE 1 OF 1 Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/26/19 COMPLETED 7/26/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A aAT TIME OF DRILLING 14.00 ft / Elev 86.00 ft LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to beat 100 feet U a0 Lu <� 0 U 1 2.5 11 M 11 APPARENT AGGREGATE BASE (7.0 inches) 99.2 SILTY SAND, (SM) brown, fine to coarse grained, AU moist, trace gravel 1 (Undocumented Fill) SS 71 5-3-5-7 96.6 2 (8) SANDY LEAN CLAY, (CL) gray to brown, moist (Undocumented Fill) 96.0 SANDY LEAN CLAY, (CL) light brown, moist to wet, soft (Glaciofluvial Deposit) 3 83 2(4)2 NOTE: Possible perched water at 6.5 feet SS 100 0-1-1 4 (2) SS 100 1-1-1 5 (2) SS 94 1-6-8 �y 12.5 87.5 6 (14) POORLY GRADED SAND WITH SILT, (SP -SM) reddish brown, fine to coarse grained, saturated, 13.5 medium dense, trace gravel 86.5 (Glaciofluvial Deposit) SS 100 2-3-3 Q SILT, (ML) light brown, moist, medium, occasional clay 7 (6) seams 14.5 (Glaciofluvial Deposit) 85.5 Bottom of borehole at 14.5 feet. 32 77 I Packet Page Number 225 of 452 Lu Lu o z Lu d w o �_ LIMITS MATERIAL DESCRIPTION w� > of OJ D> Y N Q Lu F U X z aD Z O, m0 U Z 0 U� i Hwp Z - Lu d Q J J Q 0 - APPARENT AGGREGATE BASE (7.0 inches) 99.2 SILTY SAND, (SM) brown, fine to coarse grained, AU moist, trace gravel 1 (Undocumented Fill) SS 71 5-3-5-7 96.6 2 (8) SANDY LEAN CLAY, (CL) gray to brown, moist (Undocumented Fill) 96.0 SANDY LEAN CLAY, (CL) light brown, moist to wet, soft (Glaciofluvial Deposit) 3 83 2(4)2 NOTE: Possible perched water at 6.5 feet SS 100 0-1-1 4 (2) SS 100 1-1-1 5 (2) SS 94 1-6-8 �y 12.5 87.5 6 (14) POORLY GRADED SAND WITH SILT, (SP -SM) reddish brown, fine to coarse grained, saturated, 13.5 medium dense, trace gravel 86.5 (Glaciofluvial Deposit) SS 100 2-3-3 Q SILT, (ML) light brown, moist, medium, occasional clay 7 (6) seams 14.5 (Glaciofluvial Deposit) 85.5 Bottom of borehole at 14.5 feet. 32 77 I Packet Page Number 225 of 452 12. Attachment 3 1. Northern Technologies, LLC BORING NUMBER SB -17 NT I 6160 Carmen Avenue E PAGE 1 OF 1 rA Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/26/19 COMPLETED 7/26/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A AT TIME OF DRILLING --- No Groundwater observed LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to beat 100 feet ATTERBERG Lu o z w o LIMITS U Lu of D w � Lu Q-0 MATERIAL DESCRIPTION ED > 0 Q w N o 0 z z U X z 0 G✓ U az <Z O, w m0Z UZ U } Oz a� Q� U)p LL � 0 d 0_ D �0 U �J aJ QZ 0.0 a BITUMINOUS PAVEMENT (6.0 inches)OR 0.5 99.5 0.8 APPARENT AGGREGATE BASE (5.0 inches) 99.2 SANDY LEAN CLAY, (CL) brown, moist, trace gravel AU (Undocumented Fill) 1 13 53 2.0 98.0 SANDY LEAN CLAY, (CL) brown, moist, trace gravel 2.5 >00< (Undocumented Fill) OTE: No recovery in Sample No. 2. Auger cuttings SS 2-1-2-2 s p 2 0 (3) 04.0 96.0 LEAN CLAY, (CL) brown, moist, soft, trace gravel (Glaciofluvial Deposit) SS 78 1-1-2 5.0 6.5 93.5 3 (3) SANDY LEAN CLAY, (CL) brown, saturated, soft to rather stiff, trace gravel, occasional silt seams, occasional sand seams SS 100 1-1-1 28 7.5 (Glaciofluvial Deposit) 4 (2) SS 100 1-1-2 10.0 5 (3) SS 100 2-5-4 12.5 13.0 87.0 6 (9) SANDY SILT, (ML) light brown, moist, medium, occasional clay seams 3-2 2(5)2 (Glaciofluvial Deposit) 100 7 14.5 85.5 Bottom of borehole at 14.5 feet. Packet Page Number 226 of 452 12. Attachment 3 1. Northern Technologies, LLC BORING NUMBER SB -18 NT T' 6160 Carmen Avenue E PAGE 1 OF 1 rA Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECHNOLOGIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/26/19 COMPLETED 7/26/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A AT TIME OF DRILLING --- No Groundwater observed LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to beat 100 feet ATTERBERG Lu o z w o LIMITS U Lu of D w � Lu Q-0 MATERIAL DESCRIPTION ED > 0 Q w N o 0 z z U X z 0 U az <Z O, Lu m0Z UZ U } Oz a� Q� U)p LL � 0 d I D �0 U �J aJ QZ 0.0 a 0.3 BITUMINOUS PAVEMENT (4.0 inches) 99.7 OR APPARENT AGGREGATE BASE (6.0 inches) 0.8 99.2 CLAYEY SAND, (SC) brown, fine to coarse grained, AU 1.5 moist, trace gravel 98.5 1 (Undocumented Fill) SANDY LEAN CLAY, (CL) brown, moist, soft, trace 2.5 gravel, occasional silt seams (Glaciofluvial Deposit) SS 75 2-1-2-2 2 (3) ..4.5 95.5 SS 100 0-1-1 18 SANDY LEAN CLAY, (CL) light brown, wet, soft, trace 5.0 gravel, occasional silt seams, occasional sand seams (Glaciofluvial Deposit) 3 (2) NOTE: Possible perched water at 4.5 feet SS 100 0-1-1 27 7.5 4 (2) 76 SS 100 0-1-1 10.0 11.5 88.5 5 (2) SANDY SILT, (ML) light brown, wet, soft to rather stiff, trace gravel, occasional sand seams, occasional clay 1(4) 2 12.5 seams (Glaciofluvial Deposit) 6S 100 SS 100 3-4-5 7 (9) 14.5 85.5 Bottom of borehole at 14.5 feet. Packet Page Number 227 of 452 12. Attachment 3 1. Northern Technologies, LLC BORING NUMBER SB -19 NT I 6160 Carmen Avenue E PAGE 1 OF 1 rA Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/26/19 COMPLETED 7/26/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A AT TIME OF DRILLING --- No Groundwater observed LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to be at 100 feet. Boring was offset approximately 20' north due to utilities ATTERBERG Lu o z Luo LIMITS U U)[j w Lu Q O MATERIAL DESCRIPTION ED > _j Q Lu N Q U)� U X z Q 0✓ U aD <Z O, Lu m0> UZ U } OZ O� U) �0 LL � 0 d 0_ D �0 U �J aJ QZ 0.0 a 0.4 BITUMINOUS PAVEMENT (4.5 inches) 99.6OR APPARENT AGGREGATE BASE (6.0 inches) 0.9 99.1 POORLY GRADED SAND WITH SILT, (SP -SM) brown, AU fine to coarse grained, moist, trace gravel 1 (Undocumented Fill) 2.0 98.0 POORLY GRADED SAND WITH SILT, (SP -SM) brown, 2.5 fine to coarse grained, moist, loose, trace gravel, occasional clay seams 2S 78 2(5)3 (Glaciofluvial Deposit) 4.0 96.0 CLAYEY SAND, (SC) brown, fine to coarse grained, moist, very loose, trace gravel 1(2)1 5.0 (Glaciofluvial Deposit) 6.5 93.5 3 56 7 34 LEAN CLAY, (CL) light brown, moist, soft to medium, trace gravel, occasional sand seams, occasional silt 1(4)2 7.5 seams (Glaciofluvial Deposit) 4 100 SS 100 2-2-3 10.0 5 (5) SS 100 1-2-3 12.5 6 (5) SS 100 1-3-3 7 (6) 14.5 85.5 Bottom of borehole at 14.5 feet. Packet Page Number 228 of 452 12. Attachment 3 1. Northern Technologies, LLC BORING NUMBER SB -20 NT I 6160 Carmen Avenue E PAGE 1 OF 1 rA Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/24/19 COMPLETED 7/24/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A AT TIME OF DRILLING --- No Groundwater observed LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- 0.5hrs AFTER DRILLING --- No Groundwater observed NOTES Top of pavement assumed to beat 100 feet ATTERBERG Lu o z w o LIMITS U Lu of D w � Lu Q-0 MATERIAL DESCRIPTION ED > 0 Q w N o 0 z z U X z 0 G✓ U az <Z O, w m0Z UZ U } Oz a� Q� U)p LL � 0 d 0_ D �0 U �J aJ QZ 0.0 a 0.4 BITUMINOUS PAVEMENT (4.5 inches) 99.6 OR 0.7 APPARENT AGGREGATE BASE (4.0 inches) 99,3 CLAYEY SAND, (SC) brown, fine to coarse grained, moist, trace gravel AU 12.3 (Undocumented Fill) 1 2.5 97.7 SANDY LEAN CLAY, (CL) brown, moist, soft, trace gravel SS 2-1-2-2 (Glaciofluvial Deposit) 2 67 (3) 15 81 SS 100 2-1-2 5.0 6.5 93.5 3 (3) LEAN CLAY, (CL) brown, moist, soft, trace gravel, occasional silt seams 1(121 75 (Glaciofluvial Deposit) 4S 100 SS 67 1-2-2(4) 23 10.0 5 SS 100 1-2-2 12.5 13.0 87.0 6 (4) SANDY SILT, (ML) brown, moist, medium, occasional clay seams 3(6)4 (Glaciofluvial Deposit) SS 100 14.5 85.5 Bottom of borehole at 14.5 feet. Packet Page Number 229 of 452 12. Attachment 3 1. Northern Technologies, LLC BORING NUMBER SB -21 NT I 6160 Carmen Avenue E PAGE 1 OF 2 rA Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/24/19 COMPLETED 7/24/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A AT TIME OF DRILLING --- No Groundwater Observed LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to beat 100 feet ATTERBERG Lu o z w o LIMITS U Lu of D w � Lu Q-0 MATERIAL DESCRIPTION ED > 0 Q w N o 0 z z U X z 0 G✓ U az <Z O, w m0Z UZ U } Oz a� Q� U)p LL � 0 d 0_ D �0 U �J aJ QZ 0 0T-2.2 a UMINOUS PAVEMENT (4.0 inches) 99.7 OR ARENT AGGREGATE BASE (5.0 inches) 99.3 DY SILT, (ML) light brown, moist, trace gravel, AU asional bituminous pieces 18 77 documented Fill) 97.8 LEAN CLAY, (CL) brown, moist, medium, occasional sand seams, occasional silt seams 2.5 (Glaciofluvial Deposit) SS 58 2-3-3 2 (6) SS 78 2-3-4 5.0 6.5 93.5 3 (7) LEAN CLAY, (CL) brown, moist, medium, occasional silt seams 2(5)3 7.5 (Glaciofluvial Deposit) 9.0 91.0 4 100 SILT, (ML) brown, moist, soft, occasional clay seams (Glaciofluvial Deposit) SS 2-2-2 10.0 11.5 88.5 5 100 (4) LEAN CLAY, (CL) brown, moist, soft, occasional silt seams (Glaciofluvial Deposit) 6S 100 2(4)2 12.5 SS 100 1-2-1 7 (3) 15.0 15.5 84.5 (Continued Next Page) Packet Page Number 230 of 452 Northern Technologies, LLC BORING NUMBER SB -21 rA NT I 6160 Carmen Avenue E PAGE 2 OF 2 Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Im PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota Bottom of borehole at 17.0 feet. Packet Page Number 231 of 452 U U Lu a� LuD o �_ cnw �ZJ z Lu 0 - ~� w o �Z ATTERBERG LIMITS U � d Q O MATERIAL DESCRIPTION Lu m uj O of X47 Y (0 z� Q Lo W o� L U w Lu z Lu p � a? �z m O UZ S O z CY F- H p LL O Lu O �O JJ gJ Qz � d O U d d SILT, (ML) brown, moist, medium, occasional silt seams 67 (Glaciofluvial Deposit) (continued) M 8 (6) Bottom of borehole at 17.0 feet. Packet Page Number 231 of 452 12. Attachment 3 1. Northern Technologies, LLC BORING NUMBER SB -22 I 6160 Carmen Avenue E PAGE 1 OF 1 NT Inver Grove Heights, Minnesota 55076 rA NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/24/19 COMPLETED 7/24/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A AT TIME OF DRILLING --- No Groundwater Observed LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to beat 100 feet ATTERBERG Lu 0 0.0 U Q-0 G✓ U MATERIAL DESCRIPTION Lu Lu ED az <Z � o of > O, w D 0 Q m0Z UZ z w w N U 0 d o } 0_ D w o � Oz �0 U LIMITS z LL 0 z a� �J z Q� aJ U X U)p QZ a 0.3 BITUMINOUS PAVEMENT (4.0 inches) 99.7OR APPARENT AGGREGATE BASE (7.0 inches) 0.9 99.1 AU 1 13 72 SANDY LEAN CLAY, (CL) light brown, moist, trace gravel (Undocumented Fill) 2.0 98.0 2.3 SANDY SILT, (ML) light gray, moist, soft, occasional 97.7 clay seams (Glaciofluvial Deposit) SS 2 100 2-2-2-3 (4) 2 5 LEAN CLAY, (CL) light brown, moist, soft, occasional silt seams (Glaciofluvial Deposit) 4.0 96.0 SANDY SILT, (ML) light brown, moist, medium to rather 5.0 stiff, occasional clay seeams (Glaciofluvial Deposit) 11.5 88.5 3S 100 2(36)3 7.5 SS 4 100 3-3-4 (7) 10.0 SS 5 100 3-4-5 (9) LEAN CLAY, (CL) light brown, moist, medium, 12.5 occasional silt seams (Glaciofluvial Deposit) 6S 100 2(36)3 13.0 87.0 LEAN CLAY, (CL) dark gray, moist, medium, occasional silt seams (Glaciofluvial Deposit) SS 100 2(5)3 14.5 85.5 Bottom of borehole at 14.5 feet. Packet Page Number 232 of 452 12. Attachment 3 1. Northern Technologies, LLC BORING NUMBER SB -23 NT I 6160 Carmen Avenue E PAGE 1 OF 1 rA Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/30/19 COMPLETED 7/30/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A AT TIME OF DRILLING --- No Groundwater observed LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to beat 100 feet ATTERBERG Lu o z w o LIMITS U Lu of D w � Lu Q-0 MATERIAL DESCRIPTION ED > 0 Q w N o 0 z z U X z 0 G✓ U az <Z O, w m0Z UZ U } Oz a� Q� U)p LL � 0 d 0_ D �0 U �J aJ QZ 0.0 a BITUMINOUS PAVEMENT (6.5 Inches) OR 0.5 99.5 APPARENT AGGREGATE BASE (2.5 Inches) 99.3 SILTY SAND, (SM) brown to light brown, fine to coarse AU grained, moist, trace gravel, trace organics 1 (Undocumented Fill) 2.0 98.0 POORLY GRADED SAND WITH SILT, (SP -SM) brown 2.5 to light brown, fine to coarse grained, moist, medium dense to very loose, trace gravel 6 5 (Glacial Outwash) ZS 67 �� 2 SS 83 2-3-2 5.0 3 (5) SS 72 2-2-1 7.5 4 (3) SS 72 2-2-2 10.0 S (4) SS 72 3-2-3 12.56 (5) SS 67 4-3-4 7 (7) 14.5 85.5 Bottom of borehole at 14.5 feet. Packet Page Number 233 of 452 12. Attachment 3 1. Northern Technologies, LLC BORING NUMBER SB -24 NT I 6160 Carmen Avenue E PAGE 1 OF 1 rA Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/30/19 COMPLETED 7/30/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A aAT TIME OF DRILLING 10.80 ft / Elev 89.20 ft LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to beat 100 feet ATTERBERG Lu o z w o LIMITS U Lu of D w � Lu 0_0 MATERIAL DESCRIPTION ED > 0 Q w N o 0 z z U X z 0 G✓ U az <Z O, w m0Z UZ U } Oz a� Q� U)p LL � 0 d 0_ D �0 U �J aJ QZ 0 014.0 a BITUMINOUS PAVEMENT (5.0 Inches) 99.6 OR APPARENT AGGREGATE BASE (3.0 Inches) 99.3 SILTY SAND, (SM) brown, fine to medium grained, AU moist, trace gravel 1 (Undocumented Fill) SS 2 83 6-5-5-5 (10) 96.0 CLAYEY SAND, (SC) brown, fine to coarse grained, moist, loose, trace gravel S3S 3(34 5.0 (Glaciofluvial Deposit) 6.5 93.5 78 POORLY GRADED SAND WITH SILT, (SP -SM) brown, fine to medium grained, moist, medium dense, trace 7.5 gravel (Glaciofluvial Deposit) 4 100 (13) 9.0 91.0 SILTY SAND, (SM) brown, fine grained, moist to saturated, very loose, trace gravel, occasional clay and 3(4)2 10.0 silt seams (Glaciofluvial Deposit) 5S 100 Q 11.5 88.5 SANDY SILT, (ML) brown, wet, soft, occasional clay and sand seams 3(3)2 12.5 (Glaciofluvial Deposit) 6S 100 13.0 87.0 SILTY SAND, (SM) brown, fine to medium grained, saturated, loose, trace gravel SS 5($�4 (Glaciofluvial Deposit) 94 14.5 85.5 Bottom of borehole at 14.5 feet. Packet Page Number 234 of 452 12. Attachment 3 1. Northern Technologies, LLC BORING NUMBER SB -25 NT I 6160 Carmen Avenue E PAGE 1 OF 1 rA Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/30/19 COMPLETED 7/30/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A aAT TIME OF DRILLING 10.20 ft / Elev 89.80 ft LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to beat 100 feet ATTERBERG Lu o z w o LIMITS U Lu of D w � Lu 0_0 MATERIAL DESCRIPTION ED > 0 Q w N o 0 z z U X z 0 G✓ U az <Z O, w m0Z UZ U } Oz a� Q� U)p LL � 0 d 0_ D �0 U �J aJ QZ 0.0 a 0.4 BITUMINOUS PAVEMENT (5.0 Inches) 99 6OR APPARENT AGGREGATE BASE (8.0 Inches) 1.1 98.9 AU POORLY GRADED SAND WITH SILT, (SP -SM) light 1 brown, fine grained, moist, trace gravel 2.0 (Undocumented Fill) 98.0 SANDY SILT, (ML) brown, moist, trace gravel 2.5 (Undocumented Fill) SS 83 7-6-5-5 10 2 (11) 53 SS 61 5-2-3 5.0 6.5 93.5 3 (5) SANDY LEAN CLAY, (CL) brown, moist, soft, trace gravel, occasional silt seams 2(4)2 7.5 (Glaciofluvial Deposit) 4 89 9.0 91.0 SANDY SILT, (ML) brown, moist to wet, medium, occasional clay seams 4(7) 10.0 (Glaciofluvial Deposit) Q 5S 78 SS 83 2-3-4 12.5 .' 6 (7) SS 67 3-3-3 7 (6) 14.5 85.5 Bottom of borehole at 14.5 feet. Packet Page Number 235 of 452 12. Attachment 3 1. Northern Technologies, LLC BORING NUMBER SB -26 NT I 6160 Carmen Avenue E PAGE 1 OF 1 rA Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/30/19 COMPLETED 7/30/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A aAT TIME OF DRILLING 13.80 ft / Elev 86.20 ft LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to beat 100 feet ATTERBERG Lu o z w o LIMITS U Lu of D w � Lu 0_0 MATERIAL DESCRIPTION ED > 0 Q w N o 0 z z U X z 0 G✓ U az <Z O, w m0Z UZ U } Oz a� Q� U)p LL � 0 d 0_ D �0 U �J aJ QZ 0 012.0 a 0.4 BITUMINOUS PAVEMENT (4.5 inches) 99.6 OR 0.7 APPARENT AGGREGATE BASE (4.0 inches) 99,3 POORLY GRADED SAND WITH SILT, (SP -SM) dark AU brown, fine to coarse grained, moist, trace gravel 1 (Undocumented Fill) 98.0 SILTY SAND, (SM) brown, fine grained, moist, loose to 2.5 very loose, trace gravel, occasional clay seams (Glaciofluvial Deposit) SS 3-3-4-4 2 100 (7) 5.0 6.5 93.5 SS 3 100 1-2-2 (4) 24 CLAYEY SAND, (SC) light brown, fine grained, moist, loose, trace gravel, occasional silt seams 3(5)3 7.5 (Glaciofluvial Deposit) 4 100 9.0 91.0 SILTY SAND, (SM) light brown, fine grained, moist, loose, trace gravel, occasional clay seams 4(34 10.0 (Glaciofluvial Deposit) 11.5 88.5 5S 100 CLAYEY SAND, (SC) light brown, fine grained, moist, very loose, trace gravel, occasional silt seams 2-22-2 12.5 (Glaciofluvial Deposit) 13.0 87.0 6S 100 SANDY LEAN CLAY, (CL) light brown, moist to wet, medium, occasional silt seams SS 2(��4 SZ (Glaciofluvial Deposit) 100 14.5 85.5 Bottom of borehole at 14.5 feet. Packet Page Number 236 of 452 12. Attachment 3 1. Northern Technologies, LLC BORING NUMBER SB -27 NT I 6160 Carmen Avenue E PAGE 1 OF 1 rA Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/26/19 COMPLETED 7/26/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A AT TIME OF DRILLING --- No Groundwater observed LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to beat 100 feet ATTERBERG Lu o z w o LIMITS U Lu of D w � Lu Q-0 MATERIAL DESCRIPTION ED > 0 Q w N o 0 z z U X z 0 G✓ U az <Z O, w m0Z UZ U } Oz a� Q� U)p LL � 0 d 0_ D �0 U �J aJ QZ 0.0 a BITUMINOUS PAVEMENT (6.0 inches)OR 0.5 99.5 APPARENT AGGREGATE BASE (6.0 inches) 1.0 99.0 SILTY SAND, (SM) brown, fine to coarse grained, moist, trace gravel AU (Undocumented Fill) 1 2.5 2.5 97.5 LEAN CLAY, (CL) light brown, moist, rather stiff to medium, occasional silt seams (Glaciofluvial Deposit) ZS 111 8-7-4-4/0" 5.0 SS 100 2-2-3 3 (5) 6.5 93.5 SILT, (ML) light brown, moist, rather stiff to medium, occasional clay seams 6-) 7.5 (Glaciofluvial Deposit) 4 83 SS 100 6-2-4 22 10.0 5 (6) 95 SS 100 5-3-3 12.5 6 (6) SS 67 3-2-3 7 (5) 14.5 85.5 Bottom of borehole at 14.5 feet. Packet Page Number 237 of 452 Northem Technologies, LLC BORING NUMBER SB -28 rA NT I 6160 Carmen Avenue E PAGE 1 OF 1 Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/26/19 COMPLETED 7/26/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A aAT TIME OF DRILLING 13.80 ft / Elev 86.20 ft LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to beat 100 feet LEAN CLAY, (CL) light gray, moist, medium, occasional sand seams (Glaciofluvial Deposit)3S 100 4(5)2 LEAN CLAY, (CL) light brown to light gray, moist, medium to soft, occasional sand seams, occasional silt seams4 100 6(36)3 (Glaciofluvial Deposit) SS 2-2-2 -ooY/A 5 100 (4) SS 100 1-2-2 6 (4) SILT, (ML) light brown to light gray, moist, stiff, occasional clay seams, occasional sand seams 14.0 Q (Glaciofluvial Deposit) 860 7 100 4(1-81)3 POORLY GRADED SAND, (SP) brown, fine to coarse 14.5 grained, moist, dense, trace gravel 85.5 (Glaciofluvial Deposit) Bottom of borehole at 14.5 feet. Packet Page Number 238 of 452 Lu o z w o LIMITS U w � Lu Q O MATERIAL DESCRIPTION ED > OJ Q w N 2 0 0 U X z 0 G✓ U az <Z O, w m0Z UZ U } Oz O� Q� U)p LL � 0 d 0_ D �0 U �J aJ QZ 0.0 a 0.4 BITUMINOUS PAVEMENT (5.0 inches) 99.6 OR - 0 8 APPARENT AGGREGATE BASE (5.0 inches) 99.2 CLAYEY SAND, (SC) brown, fine to coarse grained, - AU moist, trace gravel 1 - (Undocumented Fill) _ 2.0 98.0 POORLY GRADED SAND WITH SILT, (SP -SM) brown, 2.5 fine to coarse grained, moist, trace gravel (Undocumented Fill) SS 4-8-7-8 - 2 67 (15) LEAN CLAY, (CL) light gray, moist, medium, occasional sand seams (Glaciofluvial Deposit)3S 100 4(5)2 LEAN CLAY, (CL) light brown to light gray, moist, medium to soft, occasional sand seams, occasional silt seams4 100 6(36)3 (Glaciofluvial Deposit) SS 2-2-2 -ooY/A 5 100 (4) SS 100 1-2-2 6 (4) SILT, (ML) light brown to light gray, moist, stiff, occasional clay seams, occasional sand seams 14.0 Q (Glaciofluvial Deposit) 860 7 100 4(1-81)3 POORLY GRADED SAND, (SP) brown, fine to coarse 14.5 grained, moist, dense, trace gravel 85.5 (Glaciofluvial Deposit) Bottom of borehole at 14.5 feet. Packet Page Number 238 of 452 12. Attachment 3 1. Northern Technologies, LLC BORING NUMBER SB -29 NT I 6160 Carmen Avenue E PAGE 1 OF 2 rA Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/25/19 COMPLETED 7/25/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A aAT TIME OF DRILLING 20.00 ft / Elev 80.00 ft LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to beat 100 feet ATTERBERG Lu o z w o LIMITS U Lu of D w � Lu 0_0 MATERIAL DESCRIPTION ED > 0 Q w N o 0 z z U X z 0 G✓ U az <Z O, w m0Z UZ U } Oz a� Q� U)p LL � 0 d 0_ D �0 U �J aJ QZ 0 0F72.0 a BITUMINOUS PAVEMENT (5.0 inches) 99.6 OR APPARENT AGGREGATE BASE (6.0 inches) 99.1 POORLY GRADED SAND WITH SILT, (SP -SM) brown, AU fine to coarse grained, moist, trace gravel 1 (Undocumented Fill) 98.0 2.3 CLAYEY SAND, (SC) light brown, fine to medium 97.7 2 5 grained, moist, loose, trace gravel, occasional silt seams 3 (Glaciofluvial Deposit) 2 100 (6)-3 CLAYEY SAND, (SC) light gray, fine grained, moist, loose, trace gravel 4.0 (Glaciofluvial Deposit) 96.0 LEAN CLAY, (CL) light gray, moist, soft, trace gravel, occasional silt seams SS 2-1-2 5.0 (Glaciofluvial Deposit) 3 100 (3) SS 78 1-1-2 7.5 4 (3) 9.0 91.0 SANDY SILT, (ML) light gray, moist, soft (Glaciofluvial Deposit) SS 0-0-2 10.0 11.5 88.5 5 100 (2) 32 78 LEAN CLAY, (CL) dark gray, moist, soft, occasional silt seams, occasional fat clay seams 12.5 (Glaciofluvial Deposit) 6S 100 1(121 SS 100 1-1-2 7 (3) 15.0 (Continued Next Page) Packet Page Number 239 of 452 Northern Technologies, LLC BORING NUMBER SB -29 rA NT I 6160 Carmen Avenue E PAGE 2 OF 2 Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota ATTERBERG Lu aof o z w w o LIMITS U U U LuLu >- W1 [a �ZJ ~� of �Z d� Q O MATERIAL DESCRIPTION m Lu O o X47 Lu Q L U w Lu z Lu p � a? �z m O§ UZ O z CY H p LL O w O �O JJ gJ Qz U) of d O U d d LEAN CLAY, (CL) dark gray, moist, soft, occasional silt seams, occasional fat clay seams (Glaciofluvial Deposit) (continued) 17.5 SS1-1-2 20.0 Q 8 100 (3) 22.5 SS 0-1-1 25.0 9 100 (2) Bottom of borehole at 25.5 feet. Packet Page Number 240 of 452 12. Attachment 3 1. Northern Technologies, LLC BORING NUMBER SB -30 I 6160 Carmen Avenue E PAGE 1 OF 2 NT Inver Grove Heights, Minnesota 55076 rA NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/29/19 COMPLETED 7/29/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A aAT TIME OF DRILLING 14.50 ft / Elev 85.50 ft LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- 7-0.5hrs AFTER DRILLING 11.00 ft / Elev 89.00 ft NOTES Top of pavement assumed to beat 100 feet ATTERBERG Lu 0 0.0 U 0_0 G✓ U MATERIAL DESCRIPTION Lu Lu ED az <Z � o of > O, w D 0 Q m0Z UZ z w w N U 0 d o } 0_ D w o � Oz �0 U LIMITS z LL 0 z a� �J z Q� aJ U X U)p QZ a BITUMINOUS PAVEMENT (6.5 inches) 0.5 99.5 OR APPARENT AGGREGATE BASE (6.0 inches) 1.0 99.0 AU 1 CLAYEY SAND, (SC) brown, fine to coarse grained, moist, trace gravel 2.0 (Undocumented Fill) 98.0 SANDY LEAN CLAY, (CL) gray to brown, moist, trace gravel, occasional organic layers (Undocumented Fill) NOTE: Organic content in Sample No. 2 = 4.5% 2 50 4 (4)-4 27 2.5 4.0 96.0 LEAN CLAY, (CL) gray, moist, soft 5.0 (Glaciofluvial Deposit) 6.5 93.5 SS 3 78 1-1-1 (2) LEAN CLAY, (CL) gray, moist to wet, soft 7.5 (Glaciofluvial Deposit) SS 4 100 0-1-1 (2) 10.0 SS 5 100 0-0-1(1) SS 6 100 0-0-0 (0) 12.5 SS 100 0-0-0 0 () 30 79 Q 15.0 (Continued Next Page) Packet Page Number 241 of 452 Northern Technologies, LLC BORING NUMBER SB -30 rA NT I 6160 Carmen Avenue E PAGE 2 OF 2 Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota ATTERBERG Lu aof o z w w o LIMITS U U U LuLu >- W1 [a �ZJ ~� of �Z d� Q O MATERIAL DESCRIPTION m Lu O o X47 Lu Q L U w Lu z Lu p � O a? �z m O§ UZ O z CY gJ H p LL U) w of O d O �O U JJ d Qz d LEAN CLAY, (CL) gray, moist to wet, soft (Glaciofluvial Deposit) (continued) 17.5 SILT, (ML) light gray, wet, soft (Glaciofluvial Deposit) LEAN CLAY, (CL) dark gray, wet, soft (Glaciofluvial Deposit) Bottom of borehole at 20.5 feet. Packet Page Number 242 of 452 SS 100 2-1-2 8 (3) 12. Attachment 3 1. Northem Technologies, LLC BORING NUMBER SB -31 NT I 6160 Carmen Avenue E PAGE 1 OF 2 rA Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/29/19 COMPLETED 7/29/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A aAT TIME OF DRILLING 16.00 ft / Elev 84.00 ft LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to beat 100 feet ATTERBERG Lu o z w o LIMITS U w � Lu 0_0 MATERIAL DESCRIPTION ED > 0 Q w N o 0 z z U X z 0 G✓ U az <Z O, w m0Z UZ U } Oz a� Q� U)p LL � 0 d 0_ D �0 U �J aJ QZ 0.0 a — TOPSOIL (3.0 inches) SILTY SAND, (SM) dark gray, fine to coarse grained, SS 3-6-7 moist 1 83 (13) (Undocumented Fill) 1.5 98.5 POORLY GRADED SAND WITH SILT, (SP -SM) brown, 14.0 fine to coarse grained, moist, trace gravel, trace 2.5 organics (Undocumented Fill) 2S 78 (12) 96.0 SILTY SAND, (SM) brown, fine to medium grained, moist, medium dense, trace gravel -5- 5.0 (Glaciofluvial Deposit) 3 83 SS 94 7-5-4 7.5 9.0 91.0 4 (9) CLAYEY SAND, (SC) brown, fine to medium grained, / moist, loose, trace gravel 2-36-3 10.0 ./ (Glaciofluvial Deposit) 5S 83 11.5 88.5 SANDY SILT, (ML) light brown, moist, soft, trace gravel, occasional clay seams, occasional sand seams S6S 4(31 12.5 (Glaciofluvial Deposit) 13.0 87.0 89 SANDY LEAN CLAY, (CL) light brown, moist, soft to medium, trace gravel, occasional silt seams, occasional 1-1 1(2 clay seams 7 94 1 (Glaciofluvial Deposit) 15.0 (Continued Next Page) Packet Page Number 243 of 452 Northern Technologies, LLC BORING NUMBER SB -31 rA NT I 6160 Carmen Avenue E PAGE 2 OF 2 Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota ATTERBERG Lu aof o z w w o LIMITS U U U LuLu >- W1 [a �ZJ ~� of �Z d� Q O MATERIAL DESCRIPTION m Lu O of X47 Lu Q L U w Lu z Lu p � O a? �z m O§ UZ O z Cy gJ H p LL U) w of O d O �O U JJ d Qz d SANDY LEAN CLAY, (CL) light brown, moist, soft to medium, trace gravel, occasional silt seams, occasional clay seams (Glaciofluvial Deposit) (continued) 17.5 SS 72 5-5-3 8 (8) Bottom of borehole at 20.5 feet. Packet Page Number 244 of 452 12. Attachment 3 1. Northern Technologies, LLC BORING NUMBER SB -32 NT I 6160 Carmen Avenue E PAGE 1 OF 1 rA Inver Grove Heights, Minnesota 55076 NORTHERN P: 651-389-4191 TECH NOLOLIES, LLC CLIENT City of Maplewood PROJECT NAME Dennis -McClelland Area Street Improvements PROJECT NUMBER 19.MSP08745.000 PROJECT LOCATION Maplewood, Minnesota DATE STARTED 7/30/19 COMPLETED 7/30/19 GROUND ELEVATION 100 feet HOLE SIZE 6 1/2 in. DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: DRILLING METHOD 3 1/4 in H.S.A AT TIME OF DRILLING --- No Groundwater observed LOGGED BY Drew Faherty CHECKED BY Deb Schroeder AT END OF DRILLING --- CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- NOTES Top of pavement assumed to beat 100 feet ATTERBERG Lu o z w o LIMITS U Lu of D w � Lu Q-0 MATERIAL DESCRIPTION ED > 0 Q w N o 0 z z U X z 0 G✓ U az <Z O, w m0Z UZ U } Oz a� Q� U)p LL � 0 d 0_ D �0 U �J aJ QZ 0.0 a 0.3 TOPSOIL (4.0 inches) 99.7 SILTY SAND, (SM) dark brown, fine to coarse grained, moist, trace gravel, occasional roots SS 4-2-4-5 (Undocumented Fill) 1 83 (6) 2.0 98.0 SANDY LEAN CLAY, (CL) brown, moist, occasional 2.5 sand seams (Undocumented Fill) 2S 100 2(4)2 4.0 96.0 CLAYEY SAND, (SC) brown, fine to medium grained, moist, loose to very loose, trace gravel, occasional silt 2(34 5.0 seams (Glaciofluvial Deposit) 3S 100 SS 94 2-1-1 19 7.5 4 (2) 49 SS 100 2-2-3 10.0 11.5 88.5 5 (5) LEAN CLAY, (CL) brown, moist, medium, occasional silt seams 1(5)3 12.5 (Glaciofluvial Deposit) 6S 100 SS 100 2-2-6 7 (8) 14.5 85.5 Bottom of borehole at 14.5 feet. Packet Page Number 245 of 452 J2, Attachment 3 APPENDIX D Packet Page Number 246 of 452 NTITI AAL NORTHERN TECHNOLOGIES, LLC SB -1 Core Photograph SB -1 and SB -2 Dennis -McClelland Area Street Improvements 19.MSP08745.000 SB -2 Core Photograph W NTITI l NORTHERN TECHNOLOGIES, LLC SB -3 Core Photograph SB -3 and SB -4 Dennis -McClelland Area Street Improvements 19.MSP08745.000 SB -4 Core Photograph NT 1.. TECHNOLOGIES, LLC SB -5 Core Photograph SB -5 and SB -6 Dennis -McClelland Area Street Improvements 19.MSP08745.000 SB -6 Core Photograph W NTITI l NORTHERN TECHNOLOGIES, LLC SB -7 Core Photograph SB -7 and SB -8 Dennis -McClelland Area Street Improvements 19.MSP08745.000 SB -8 Core Photograph W NT ITI NORTHERN TECHNOLOGIES, LLC SB -9 Core Photograph S6-9 and S6-10 Dennis -McClelland Area Street Improvements 19.MSP08745.000 SB -10 Core Photograph W NTITI l NORTHERN TECHNOLOGIES, LLC SB -11 Core Photograph SB -11 and SB -12 Dennis -McClelland Area Street Improvements 19.MSP08745.000 SB -12 Core Photograph W NT 1.. TECHNOLOGIES, LLC SB -13 Core Photograph S6-13 and S6-14 Dennis -McClelland Area Street Improvements 19.MSP08745.000 SB -14 Core Photograph W NTITI l NORTHERN TECHNOLOGIES, LLC SB -15 Core Photograph SB -15 and SB -16 Dennis -McClelland Area Street Improvements 19.MSP08745.000 SB -16 Core Photograph W NTITI NORTHERN TECHNOLOGIES, LLC SB -17 Core Photograph SB -17 and SB -18 Dennis -McClelland Area Street Improvements 19.MSP08745.000 SB -I8 Core Photograph W NTITI l NORTHERN TECHNOLOGIES, LLC SB -19 and SB -20 Dennis -McClelland Area Street Improvements 19.MSP08745.000 SB -19 Core Photograph SB -20 Core Photograph C_ N AdAL N T ITI NORTHERN TECHNOLOGIES, LLC SB -21 Core Photograph SB -21 and SB -22 Dennis -McClelland Area Street Improvements 19.MSP08745.000 SB -22 Core Photograph W It A9dk 1NT1.. l NORTHERN TECHNOLOGIES, LLC SB -23 Core Photograph SB -23 and SB -24 Dennis -McClelland Area Street Improvements 19.MSP08745.000 SB -24 Core Photograph NT 1.. TECHNOLOGIES, LLC SB -25 Core Photograph SB -25 and SB -26 Dennis -McClelland Area Street Improvements 19.MSP08745.000 SB -26 Core Photograph W W T# Agdk 1NT1.. l NORTHERN TECHNOLOGIES, LLC SB -27 Core Photograph SB -27 and SB -28 Dennis -McClelland Area Street Improvements 19.MSP08745.000 SB -28 Core Photograph W NT ITI NORTHERN TECHNOLOGIES, LLC SB -29 Core Photograph S6-29 and S6-30 Dennis -McClelland Area Street Improvements 19.MSP08745.000 SB -30 Core Photograph W \ 6" USE 2-5/8' R. 3r FOR 4' CURB) ,� IFS Q •. , � ' � ,'� , � ,•• ,•,•, '': � °'• ° \Q� N HORIZONTAL LINE ti/I .TFR DESIGN B J1, Httacnment 3 R EXHIBIT 4 \I2 j m SAME SLOPE ROAOROADWAY°. ff P 1-1/2" R. ( USE 1" R. R. FOR 4" CURB) \I2 3' R. / 1 / HORIZONTAL LINE DESIGN V m REVERSE SLOPE GUTTER SECTION (FORMS MAY BE TILTED ) NOTES: 1Q LONGITUDINAL JOINT WHEN ADJACENT TO RIGID PAVEMENT OR BASE. SEE STANDARD PLANS MANUAL FOR JOINT INFORMATION. Q2 SLOPE 0.06 FT/FT NORMAL, UNLESS OTHERWISE SPECIFIED. IF A DIFFERENT GUTTER SLOPE IS PERMITTED, THE FORM MAY BE TILTED. APPROVED MARCH 11, 1994 STATE OF MINNESOTA SPECIFICATION STANDARD W = 12" DEPARTMENT OF TRANSPORTATION REFERENCE W = 18" / ��G�J�' �A// "`��J CONCRETE CURB AND GUTTER W = 24" N0. REVISION DATE W = 30'' DESIGN B AND DESIGN V 7'1 OOH W = 36" 2-28-05 DESIGN B Z U W Z o CONCRETE V1 r O W L� az r L� W} zap Z U W Z o CONCRETE N r W L� az r L� W} zap Z U W Z o CONCRETE N r rO W L� az r O L� W} zap Z U W Z o CONCRETE V1 r rO W L� az r W W} zap Z U W Z o CONCRETE V) r Or W az r zap DIMENSIONS 4 4 7-3/8'' 11-1/2" 8412 0.0421 23.8 8418 0.0529 18.9 8424 0.0637 15.7 8430 0.0745 13.4 8436 0.0853 11.7 6 8" 13-1/2" 8612 0.0474 21.1 8618 0.0582 17.2 B624 0.0690 14.5 8630 0.0798 12.5 8636 0.0906 11.0 8 8-5/8" 15-1/2" 6812 0.0529 18.9 6818 0.0637 15.7 8824 0.0745 13.4 6830 0.0853 11.7 6836 0.0962 10.4 9 9" 16-5/8'' 1 8912 10.0559 1 17.9 1 8918 10.0667 1 15.0 B924 10.0775 12.9 IB930 0.0883 1 11.3 IB936 10.0991 1 10.1 10 9-3/8" 17-5/8'' 1 81012 10.0589 1 17.0 IBI018 10.0697 1 14.4 B10241 0.0805 1 12.4 1 B10301 0.0913 1 11.0 1 B10361 0.1021 1 9.8 APPROVED MARCH 11, 1994 STATE OF MINNESOTA SPECIFICATION STANDARD W = 12" DEPARTMENT OF TRANSPORTATION REFERENCE W = 18" / ��G�J�' �A// "`��J CONCRETE CURB AND GUTTER W = 24" N0. REVISION DATE W = 30'' DESIGN B AND DESIGN V 7'1 OOH W = 36" 2-28-05 DESIGN V Z U W Z o CONCRETE N � }O W L a z D c.) L W} z a Z U W Z o CONCRETE VI � }O W L a Z U L W} Z a U Z U W Z o CONCRETE V' ' }O W L a Z U L W r Z a L) Z U W Z o CONCRETE N � >- W U a Z U � O W W} Z a U Z U W Z o CONCRETE V) O} W L a Z D U O L cy W r Z a L) DIMENSIONS H A B 4 6'' 11-3/8" V412 0.0396 25.3 V418 0.0504 19.9 IV424 0.0612 16.4 V430 0.0720 13.9 V436 0.0828 12.1 6 6'' 13-3/8'' V612 10.0426 23.5 V618 0.0534 18.7 V624 0.0642 15.6 IV630 0.0750 13.4 V636 0.0858 11.7 8 6'' 15-3/8'' V812 0.0457 21.9 V818 0.0565 1 17.7 V824 0.0673 14.9 IV830 10.0781 12.8 V836 10.0889 1 11.3 9 6'' 16-3/8'' 1 V912 10.0472 21.2 V918 0.0580 17.2 V924 0.0688 14.5 IV930 10.0796 12.6 V936 10.0904 1 11.1 10 6" 17-3/8'' 1 V1012 10.0487 20.5 V1018 10.0595 1 16.8 IV1024 0.0703 14.2 1 V10301 0.0811 12.4 V10361 0.0919 1 10.9 APPROVED MARCH 11, 1994 STATE OF MINNESOTA SPECIFICATION STANDARD DEPARTMENT OF TRANSPORTATION REFERENCE PLATE / ��G�J�' �A// "`��J CONCRETE CURB AND GUTTER 2531 N0. REVISION DATE ACTING STATE DESIGN ENGINEER DESIGN B AND DESIGN V 7'1 OOH 2-28-05 Dennis -McClelland Area, Preliminary Drainage map I\ Bra,t.5r t;. _ maned I• > a, -FFer b n F2r1 E October 30, 2019 ROADWAY LOW POINT= SURFACE FLOW= > POTENTIAL STORM WATER BMP= 1:4,514 0 0.03 0.05 0.1 mi 0 0.04 0.09 0.17 km Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, N D v 3 3 (D 0 w Concrete Curb and Gutter Boulevard Trees Rainwater Gardens •� 4l Right -of -Way J2, Attachment 3 JEXHIBIT 6 Bituminous Roadway Rainwater Garden Right -of -Way -way u WS MAPLE -WOOD Packet Page Number 264 of 452 Concrete Curb and Gutter Boulevard Trees Rainwater Gardens •� 4l Right -of -Way J2, Attachment 3 JEXHIBIT 7 Bituminous Roadway Lry fid Rainwater Garden Right -of -Way -way u 60' TYPICAL RIGHT-OF-WAY K.R..WOOD Packet Page Number 265 of 452 J2, Attachment 3 Dennis -McClelland Area Street Improvements Preliminary Cost Estimate Street and Utility Improvements Maplewood City Project, 19-10 STREET ITEMS TOTAL Estimated MOBILIZATION Unit EST. EST. Item Description Unit CLEARING AND GRUBBING TREE $ Price QTY. COST STREET ITEMS 2021.501 MOBILIZATION LS $250,000.00 1.00 $ 260,000.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2101.524 CLEARING AND GRUBBING TREE $ 400.00 31.00 $ 12,400.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2101.505 CLEARING AND GRUBBING ACRE $ 15,000.00 0.40 $ 6,000.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2104.502 SALVAGE BOULDER EACH $ 50.00 30.00 $ 1,600.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2104.502 SALVAGE STREET SIGN EACH $ 75.00 15.00 $ 1,125.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2104.502 SALVAGE MAILBOX ASSEMBLY, ALL TYPES EACH $ 47.50 207.00 $ 9,832.50 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2104.503 REMOVE CONCRETE CURB & GUTTER L F $ 5.00 600.00 $ 3,000.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y $ 6.00 2,246.30 $ 13,477.80 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT/APRON/WALK S Y $ 11.00 2,884.60 $ 31,730.60 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2104.504 REMOVE BITUMINOUS ROADWAY PAVEMENT (INCLUDES ANY BIT CURB) S Y $ 3.50 33,052.67 115,684.33 ....................................... 2104.511 ..................................................................................................................................................................................................................................................................................................................................... SAW BITUMINOUS PAVEMENT (FULL DEPTH) ...................................... L F$ ...... ..........................I .......... . 2.75 920.00 $ 2,530.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2105.504 GEOTEXTILE FABRIC TYPE 5 (SUBCUT, WOVEN) S Y $ 2.25 26,020.70 $ 66,296.58 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2105.507 COMMON EXCAVATION (EV) (P) CY$ 18.00 13,905.24 $ 260,294.39 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2105.507 SUBGRADE EXCAVATION (EV) (P) C Y $ 18.00 13,823.93 $ 248,830.79 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2105.507 ADDITIONAL SUBGRADE EXCAVATION (EV) C Y $ 18.00 1,892.39 $ 34,063.08 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2105.507 SELECT GRANULAR BORROW (CV) C Y $ 17.00 14,343.93 $ 243,846.85 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2105.507 GRANULAR BORROW (CV) C Y$ 17.00 1,892.39 $ 32,170.69 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2105.526 LOAM TOPSOIL BORROW (CV) C Y $ 22.50 3,727.31 $ 83,864.38 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2105.509 TEMPORARY STABILIZING AGGREGATE, CLASS 6 TON $ 25.00 291.00 $ 7,276.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2105.509 TEMPORARY STABILIZING AGGREGATE, 1.5" MINUS TON $ 35.00 291.00 $ 10,185.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2123.610 STREET SWEEPER (WITH PICKUP BROOM) HOUR $ 130.00 87.00 $ 11,310.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2130.523 WATER FOR DUST CONTROL MGAL $ 32.00 288.00 $ 9,216.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2211.509 AGGREGATE BASE CLASS 6 FOR STREETS TON$ 17.00 18,994.90 $ 322,913.30 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2211.509 AGGREGATE BASE CLASS 6 FOR CONCRETE DRIVEWAYS, 4" THICK S Y $ 7.00 3,083.80 $ 21,686.60 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2211.509 AGGREGATE BASE CLASS 6 FOR BITUMINOUS DRIVEWAYS, 6" THICK S Y $ 9.00 2,430.40 $ 21,873.60 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2211.509 AGGREGATE BASE CLASS 6 FOR WALKS/PEDESTRIAN RAMPS, 4" THICK S Y $ 7.00 1,264.78 $ 8,853.44 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2211.509 AGGREGATE SURFACING, CL 5 (100% CRUSHED LIMESTONE) FOR GRAVEL DRIVEWAYS, 4" THICI, S Y $ 10.00 180.00 $ 1,800.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2215.504 FULL DEPTH RECLAMATION S Y $ 3.50 1,859.00 $ 6,506.50 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2232.603 MILL BITUMINOUS SURFACE, 1.5" DEPTH @ 18" WIDE L F $ 6.00 620.00 $ 3,720.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2355.506 BITUMINOUS FOG SEAL (TYPE CSS -1 H) GAL $ 6.25 6,600.00 $ 34,375.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2357.506 BITUMINOUS MATERIAL FOR TACK COAT GAL $ 1.75 3,050.90 $ 6,339.08 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2360.504 TYPE SPWEA230C BITUMINOUS WEARING AND NON -WEARING COURSE MIXTURE (2,C) TON $ 78.00 6,870.04 $ 535,863.44 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2360.504 TYPE SPWEA230L BITUMINOUS WEARING COURSE MIXTURE (2,L) - 3" THICK DRIVEWAY S Y$ 27.00 2,246.30 $ 60,650.10 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2433.603 BITUMINOUS ROAD PAVEMENT CONTROL JOINT SAW AND SEAL LF $ 2.75 7,819.29 $ 21,503.04 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2502.503 6" PERFORATED DRAIN TUBING WITH SOCK (STREET SUBCUT) LF $ 13.00 1,800.00 $ 23,400.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2521.518 4" CONCRETE SIDEWALK S F $ 5.50 8,000.00 $ 44,000.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2531.503 CONCRETE CURB & GUTTER DESIGN B618, RIBBON OR TRANSITION L F$ 15.50 20,377.00 $ 315,843.50 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2531.504 6" CONCRETE DRIVEWAY PAVEMENT, RESIDENTIAL S Y $ 55.00 2,884.60 $ 158,653.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2531.504 6" CONCRETE PEDESTRIAN CURB RAMP SF $ 9.00 1,060.00 $ 9,450.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2531.618 TRUNCATED DOMES S F $ 50.00 116.00 $ 6,800.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2540.602 INSTALL SALVAGED STREET SIGN EACH $ 230.00 10.00 $ 2,300.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2540.602 INSTALL SALVAGED POST WITH SINGLE MAIL AND/OR NEWS BOX EACH $ 115.00 110.00 $ 12,660.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2540.602 FURNISH & INSTALL POST WITH SINGLE MAIL AND/OR NEWS BOX EACH$ 150.00 97.00 $ 14,660.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2540.602 INSTALL SALVAGED BOULDER EACH $ 25.00 30.00 $ 760.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2540.602 INSTALL SALVAGED LANDSCAPE EDGER OR SHORT WALL (ALL TYPES) L F $ 21.00 130.00 $ 2,730.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2540.602 INSTALL LANDSCAPE ROCK 3" THICK W/WEED BARRIER, (ALL TYPES) S Y $ 20.00 130.00 $ 2,600.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2540.602 INSTALL LANDSCAPE MULCH 3" THICK W/WEED BARRIER, (ALL TYPES) S Y $ 20.00 130.00 $ 2,600.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2563.601 TRAFFIC CONTROL LS $ 50,000.00 1.00 $ 60,000.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2571.524 DECIDUOUS TREE, #20 CONTAINER TREE $ 500.00 30.00 $ 16,000.00 ............ 2573.501 .............................................................................................................................................................................................................................................................................................................................................................................................................. EROSION CONTROL, CONTRACTOR'S PLAN (INCLUDES BID ALTERNATIVES) LS $ 15,000.00 1.00 $ 16,000.00 Packet Page Number 266 of 452 Dennis -McClelland Area Street Improvements Preliminary Cost Estimate Street and Utility Improvements Maplewood City Project, 19-10 J2, Attachment 3 I till r_1 Packet Page Number 267 of 452 Estimated Item Description Unit Unit EST. EST. Price QTY. COST 2573.602 FURNISH AND MAINTAIN ROCK ENTRACE PAD, PER PLATE 350 EACH $ 1,250.00 6.00 $ 7,500.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2574.508 COMMERCIAL FERTILIZER,10-10-10 FOR SODDED/SEEDED AREAS (300 LBS/ACRE) LB $ 1.50 2,193.60 $ 3,290.39 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2575.504 TURF ESTABLISHMENT W/SEED MIXTURE 25-131 (MNDOT 260) (220 LB/ACRE) S Y $ 1.50 3,800.00 $ 5,700.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2575.504 SODDING TYPE MINERAL S Y $ 6.00 34,505.33 $ 207,032.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2575.504 EROSION CONTROL BLANKETS CATEGORY 3, WOOD FIBER, 2S NATURAL NETTINGS Y $ 5.50 1,925.00 $ 10,587.50 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2575.508 HYDRAULIC SOIL STABILIZER, TYPE 8, BONDED FIBER MATRIX SY $ 2.00 3,800.00 $ 7,600.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2575.523 WATER FOR TURF ESTABLISHMENT (ADDITIOINAL) MGAL $ 33.00 125.00 $ 4,125.00 TOTAL = $ 3,400,778.47 STORM SEWER 2104.502 REMOVE & DISPOSE OF STORM SEWER PIPE (ANY SIZE & TYPE) EACH $ 14.00 1,600.00 $ 22,400.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2104.502 REMOVE/ABANDON DRAINAGE STRUCTURE (CB, MH OR CB -MH) EACH $ 610.00 23.00 $ 14,030.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2411.604 DRY -STACK IRREGULAR STONE RETAINING WALL S F $ 40.00 2,460.00 $ 98,400.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2451.607 PIPE BEDDING MATERIAL FOR HDPE AND RCP STORM SEWER, PER STD PLATE 440L F $ 8.00 4,901.00 $ 39,208.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2503.503 12" RC PIPE SEWER CLASS IV L F $ 70.00 827.00 $ 57,890.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2503.503 15" RC PIPE SEWER CLASS IV L F$ 71.00 371.00 $ 26,341.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2503.503 18" RC PIPE SEWER CLASS IV L F $ 72.00 2,214.00 $ 159,408.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2503.503 21" RC PIPE SEWER CLASS IV L F $ 86.00 674.00 $ 57,964.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2503.503 24" RC PIPE SEWER CLASS IV L F $ 120.00 665.00 $ 79,800.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2503.503 27" RC PIPE SEWER CLASS IV L F $ 140.00 150.00 $ 21,000.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2506.502 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 2'x 3BOX EACH $ 1,825.00 23.00 $ 41,975.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2506.502 CONST. DRAINAGE STRUCTURE, DESIGN 48" CB/MH EACH $ 3,000.00 27.00 $ 81,000.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2506.502 CONST. DRAINAGE STRUCTURE, DESIGN 60" CB/MH EACH $ 4,000.00 15.00 $ 60,000.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2506.502 CONST. DRAINAGE STRUCTURE, DESIGN 72" CB/MH EACH $ 5,800.00 1.00 $ 5,800.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2506.502 FURNISH & INSTALL R -1678-A FRAME & SOLID LID OR APPROVED EQUIV FOR STORM SEWER EACH $ 1,000.00 11.00 $ 11,000.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2506.502 FURNISH & INSTALL R -3067-V FRAME & GRATE OR APPROVED EQUIV FOR STORM SEWEREACH $ 825.00 57.00 $ 47,025.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2506.502 SALVAGE FRAME & RING CASTING EACH $ 175.00 22.00 $ 3,850.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2503.602 CONNECT TO EXISTING STORM SEWER PIPE EACH $ 1,250.00 4.00 $ 5,000.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2503.602 CONNECT TO EXISTING STORM SEWER STRUCTURE EACH $ 2,500.00 1.00 $ 2,500.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2531.604 RAINWATER GARDEN SPLASH BLOCK ASSEMBLY EACH $ 1,200.00 41.00 $ 49,200.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2571.525 DECIDUOUS SHRUB NO 2 CONT EACH $ 75.00 123.00 $ 9,225.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2571.527 PERENNIAL NO 1 CONT EACH $ 35.00 615.00 $ 21,525.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2571.602 RESIDENTIAL RAINWATER GARDEN PREPARATION S F $ 15.00 6,150.00 $ 92,250.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2573.503 SILT FENCE; TYPE HEAVY DUTY L F $ 3.00 930.00 $ 2,790.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2573.503 SEDIMENT CONTROL LOG TYPE COMPOST L F $ 4.00 930.00 $ 3,720.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2573.501 WATER QUALITY IMPROVEMENTS LS $300,000.00 1.00 $ 300,000.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2573.501 STORM DRAIN INLET PROTECTION LS is 165.00 88.00 $ 14,520.00 TOTAL = $ 1,327,821.00 SANITARY SEWER SYSTEM 2503.602 REPAIR SS MAIN PER STD PLATE 409, (8") EACH $ 2,500.00 2.00 $ 5,000.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2503.603 LINING SEWER PIPE 8" L F $ 30.00 4,385.00 $ 131,550.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2506.503 RECONSTRUCT SEWER MANHOLE V F$ 445.00 46.00 $ 20,470.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2503.503 INSTALL 8" PVC SEWER PIPE L F $ 65.00 400.00 $ 26,000.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2104.503 REMOVE SANITARY SEWER PIPE MAIN (ANY SIZE/TYPE) L F$ 15.00 400.00 $ 6,000.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2104.502 REMOVE SANITARY MANHOLE EACH $ 800.00 1.00 $ 800.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2503.602 CONSTRUCT 48" SANITARY SEWER MANHOLE EACH $ 5,000.00 1.00 $ 5,000.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2506.502 FURNISH & INSTALL R -1678-A FRAME & R-1422-0015 LID FOR SANITARY SEWER EACH $ 1,050.00 36.00 $ 37,800.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2104.502 SALVAGE SANITARY SEWER CASTING EACH$ 160.00 36.00 $ 5,760.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2503.602 4" OR 6" PVC, SCH. 40 SAN. SEW. SERV./REPL. AS PER PLATE 410 OR 410A L F $ 50.00 690.00 $ 34,500.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2503.602 PVC SEWER WYE EACH $ 2,000.00 3.00 $ 6,000.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2503.602 18.'X4" 8"X6" PVC SEWER WYE EACH $ 2,000.00 3.00 $ 6,000.00 ........ ............................... 2503.602 ..................................................................................................................................................................................................................................................................................................................................... PIPE BEDDING FOR PVC SANITARY SEWER PIPE ..................... .................................................I........... L F $ 9.00 F -1,090.001 $ 9,810.00 Packet Page Number 267 of 452 Dennis -McClelland Area Street Improvements Preliminary Cost Estimate Street and Utility Improvements Maplewood City Project, 19-10 J2, Attachment 3 TOTAL Subtotal: $ 6,808,579.47 + 10% Contingencies: $ 680,857.95 Subtotal Estimated Construction Costs: $ 7,489,437.41 + Estimated Easement Costs: + 12.0% Geotechnical, Legal, and Fiscal Expenses: $ 898,732.49 Total Estimated Project Costs: $ 8,388,169.90 Packet Page Number 268 of 452 Estimated Unit EST. EST. Item Description Unit Price QTY. COST TOTAL = $ 294,690.00 WATER SYSTEM 2451.609 GRANULAR BACKFILL TON $ 18.00 12,606.00 $ 226,890.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2503.603 SANITARY SEWER SERVICE REPAIR L F $ 45.00 1,046.00 $ 47,026.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2504.602 CURB BOX EACH$ 650.00 21.00 $ 13,660.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2504.602 ADJUST CURB BOX EACH $ 200.00 32.00 $ 6,400.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2504.602 REPAIR VALVE BOX EACH$ 650.00 1.00 $ 660.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2504.602 ADJUST VALVE BOX EACH $ 400.00 6.00 $ 2,400.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2504.602 VALVE BOX EACH $ 950.00 1.00 $ 960.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2504.602 WATER UTILITY HOLE EACH $ 2,300.00 2.00 $ 4,600.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2504.602 EXCAVATION FOR WATER MAIN OFFSET EACH $ 2,500.00 1.00 $ 2,600.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2504.604 TWO-INCH INSULATION SQ YD $ 52.00 49.00 $ 2,648.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2504.602 HYDRANT EACH $ 7,500.00 20.00 $ 160,000.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2504.603 1" ORISEAL VALVE AND BOX EACH $ 1,000.00 17.00 $ 17,000.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2503.603 2" ORISEAL VALVE AND BOX EACH $ 1,800.00 1.00 $ 1,800.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2504.603 2" ORISEAL VALVE AND BOX (WASTING) EACH $ 1,800.00 1.00 $ 1,800.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2504.602 6" GATE VALVE AND BOX EACH $ 2,565.00 26.00 $ 64,126.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2504.602 8" GATE VALVE AND BOX EACH $ 2,800.00 21.00 $ 68,800.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2504.602 1"TEMPORARY AIR VENT EACH $ 500.00 1.00 $ 600.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2504.603 1" TYPE K COPPER LF $ 105.00 269.00 $ 27,196.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2504.603 2" TYPE K COPPER LF $ 110.00 16.00 $ 1,660.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2504.603 6" WATER MAIN REPLACEMENT - DIP LF $ 105.00 6,638.00 $ 686,490.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2504.603 8" WATER MAIN REPLACEMENT - DIP Lf $ 110.00 3,925.00 $ 431,750.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2504.608 DUCTILE AND GREY IRON FITTINGS LB $ 9.00 3,063.00 $ 27,667.00 .............................................................................................................................................................................................................................................................................................................................................................................................................................................................. 2506.602 CASTING ASSEMBLY SPECIAL EACH$ 300.00 10.00 $ 3,000.00 ............................................................................................................................................................................................................................................................................................................................................................................................................................................................ 2504.603 SACRIFICIAL ANODE RETROFIT EACH $ 1,500.00 4.00 $ 6,000.00 TOTAL= $ 1,786,290.00 SUBTOTAL = $ 6,808,679.47 Subtotal: $ 6,808,579.47 + 10% Contingencies: $ 680,857.95 Subtotal Estimated Construction Costs: $ 7,489,437.41 + Estimated Easement Costs: + 12.0% Geotechnical, Legal, and Fiscal Expenses: $ 898,732.49 Total Estimated Project Costs: $ 8,388,169.90 Packet Page Number 268 of 452 J2, Attachment 3 ParcellD SiteAddress Assessable Parcels Total Assessment 12822130001 2619 MAYER LN N 1 $6,600.00 12822130002 2611 MAYER LN N 1 $6,600.00 12822130003 2603 MAYER LN N 1 $6,600.00 12822130004 2593 MAYER LN N 1 $6,600.00 12822130005 2585 MAYER LN N 1 $6,600.00 12822130006 2577 MAYER LN E 1 $6,600.00 12822130007 2567 MAYER LN N 1 $6,600.00 12822130008 2555 MAYER LN N 1 $6,600.00 12822130009 2545 MAYER LN N 1 $6,600.00 12822130010 2539 MAYER LN N 1 $6,600.00 12822130011 2531 MAYER LN E 1 $6,600.00 12822130012 2525 MAYER LN N 1 $6,600.00 12822130013 2517 MAYER LN N 1 $6,600.00 12822130014 2509 MAYER LN N 1 $6,600.00 12822130015 100 FERNDALE ST N 1 $6,600.00 12822130016 92 FERNDALE ST N 1 $6,600.00 12822130017 84 FERNDALE ST N 1 $6,600.00 12822130018 78 FERNDALE ST N 1 $6,600.00 12822130019 70 FERNDALE ST N 1 $6,600.00 12822130020 64 FERNDALE ST N 1 $6,600.00 12822130021 56 FERNDALE ST N 1 $6,600.00 12822130022 48 FERNDALE ST N 1 $6,600.00 12822130023 42 FERNDALE ST N 1 $6,600.00 12822130024 34 FERNDALE ST N 1 $6,600.00 12822130025 28 FERNDALE ST N 1 $6,600.00 12822130026 22 FERNDALE ST N 1 $6,600.00 12822130027 16 FERNDALE ST N 1 $6,600.00 12822130029 2598 MAYER LN N 1 $6,600.00 12822130030 91 FERNDALE ST N 1 $6,600.00 12822130031 83 FERNDALE ST N 1 $6,600.00 12822130032 77 FERNDALE ST N 1 $6,600.00 12822130033 69 FERNDALE ST N 1 $6,600.00 12822130034 63 FERNDALE ST N 1 $6,600.00 12822130035 55 FERNDALE ST N 1 $6,600.00 12822130036 47 FERNDALE ST N 1 $6,600.00 12822130037 41 FERNDALE ST N 1 $6,600.00 12822130038 33 FERNDALE ST N 1 $6,600.00 12822130039 27 FERNDALE ST N 1 $6,600.00 12822130040 21 FERNDALE ST N 1 $6,600.00 12822130041 15 FERNDALE ST N 1 $6,600.00 12822130044 16 MCCLELLAND ST N 1 $6,600.00 12822130045 22 MCCLELLAND ST N 1 $6,600.00 12822130046 28 MCCLELLAND ST N 1 $6,600.00 12822130047 34 MCCLELLAND ST N 1 $6,600.00 12822130048 42 MCCLELLAND ST N 1 $6,600.00 12822130049 48 MCCLELLAND ST N 1 $6,600.00 12822130050 56 MCCLELLAND ST N 1 $6,600.00 12822130051 64 MCCLELLAND ST N 1 $6,600.00 12822130052 70 MCCLELLAND ST N 1 $6,600.00 Packet Page Number 269 of 452 J2, Attachment 3 12822130053 78 MCCLELLAND ST N 1 $6,600.00 12822130054 84 MCCLELLAND ST N 1 $6,600.00 12822130055 92 MCCLELLAND ST N 1 $6,600.00 12822130056 2576 MAYER LN N 1 $6,600.00 12822130057 2566 MAYER LN N 1 $6,600.00 12822130058 93 MCCLELLAND ST N 1 $6,600.00 12822130059 87 MCCLELLAND ST N 1 $6,600.00 12822130060 81 MCCLELLAND ST N 1 $6,600.00 12822130061 75 MCCLELLAND ST N 1 $6,600.00 12822130062 67 MCCLELLAND ST N 1 $6,600.00 12822130063 61 MCCLELLAND ST N 1 $6,600.00 12822130064 55 MCCLELLAND ST N 1 $6,600.00 12822130065 47 MCCLELLAND ST N 1 $6,600.00 12822130066 41 MCCLELLAND ST N 1 $6,600.00 12822130067 33 MCCLELLAND ST N 1 $6,600.00 12822130068 27 MCCLELLAND ST N 1 $6,600.00 12822130069 21 MCCLELLAND ST N 1 $6,600.00 12822130070 15 MCCLELLAND ST N 1 $6,600.00 12822130073 16 ODAY ST N 1 $6,600.00 12822130074 22 ODAY ST N 1 $6,600.00 12822130075 28 ODAY ST N 1 $6,600.00 12822130076 34 ODAY ST N 1 $6,600.00 12822130077 42 ODAY ST N 1 $6,600.00 12822130078 48 ODAY ST N 1 $6,600.00 12822130079 56 ODAY ST N 1 $6,600.00 12822130080 62 ODAY ST N 1 $6,600.00 12822130081 70 ODAY ST N 1 $6,600.00 12822130082 76 ODAY ST N 1 $6,600.00 12822130083 82 ODAY ST N 1 $6,600.00 12822130084 88 ODAY ST N 1 $6,600.00 12822130085 94 ODAY ST N 1 $6,600.00 12822130086 2554 MAYER LN N 1 $6,600.00 12822130087 2538 MAYER LN N 1 $6,600.00 12822130088 2530 MAYER LN N 1 $6,600.00 12822130089 2524 MAYER LN N 1 $6,600.00 12822130090 2516 MAYER LN N 1 $6,600.00 12822130091 2508 MAYER LN N 1 $6,600.00 12822130092 2509 JAMES DR E 1 $6,600.00 12822130093 2517 JAMES DR E 1 $6,600.00 12822130094 2525 JAMES DR E 1 $6,600.00 12822130095 2531 JAMES DR E 1 $6,600.00 12822130096 2539 JAMES DR E 1 $6,600.00 12822130097 2508 JAMES DR E 1 $6,600.00 12822130098 2518 JAMES DR E 1 $6,600.00 12822130099 2526 JAMES DR E 1 $6,600.00 12822130100 71 ODAY ST N 1 $6,600.00 12822130101 63 ODAY ST N 1 $6,600.00 12822130102 57 ODAY ST N 1 $6,600.00 12822130103 49 ODAY ST N 1 $6,600.00 12822130104 43 ODAY ST N 1 $6,600.00 Packet Page Number 270 of 452 J2, Attachment 3 12822130105 35 ODAY ST N 1 $6,600.00 12822130106 29 ODAY ST N 1 $6,600.00 12822130107 23 ODAY ST N 1 $6,600.00 12822130108 17 ODAY ST N 1 $6,600.00 12822130110 8 STERLING ST N 1 $3,450.00 12822130111 18 STERLING ST N 1 $3,450.00 12822130112 28 STERLING ST N 1 $3,450.00 12822130113 38 STERLING ST N 1 $3,450.00 12822130114 46 STERLING ST N 1 $3,450.00 12822130115 52 STERLING ST N 1 $3,450.00 12822130116 58 STERLING ST N 1 $3,450.00 12822130117 53 STERLING ST N 1 $3,450.00 12822130118 49 STERLING ST N 1 $3,450.00 12822130119 41 STERLING ST N 1 $3,450.00 12822130120 35 STERLING ST N 1 $3,450.00 12822130121 27 STERLING ST N 1 $3,450.00 12822130122 21 STERLING ST N 1 $3,450.00 12822140008 2625 MAYER LN N 1 $6,600.00 12822140009 2633 MAYER LN N 1 $6,600.00 12822140010 2639 MAYER LN N 1 $6,600.00 12822140011 2647 MAYER LN E 1 $6,600.00 12822140012 2653 MAYER LN N 1 $6,600.00 12822140013 2661 MAYER LN E 1 $6,600.00 12822140014 2667 MAYER LN N 1 $6,600.00 12822140015 2673 MAYER LN N 1 $6,600.00 12822140016 2681 MAYER LN N 1 $6,600.00 12822140017 2689 MAYER LN N 1 $6,600.00 12822140018 2695 MAYER LN E 1 $6,600.00 12822140019 2701 MAYER LN N 1 $6,600.00 12822140020 2709 MAYER LN N 1 $6,600.00 12822140021 84 MAYHILL RD N 1 $6,600.00 12822140022 70 MAYHILL RD N 1 $6,600.00 12822140023 64 MAYHILL RD N 1 $6,600.00 12822140024 56 MAYHILL RD N 1 $6,600.00 12822140025 48 MAYHILL RD N 1 $6,600.00 12822140026 42 MAYHILL RD N 1 $6,600.00 12822140027 34 MAYHILL RD N 1 $6,600.00 12822140028 28 MAYHILL RD N 1 $6,600.00 12822140029 22 MAYHILL RD N 1 $6,600.00 12822140030 16 MAYHILL RD N 1 $6,600.00 12822140032 2670 MAYER LN N 1 $6,600.00 12822140033 2686 MAYER LN N 1 $6,600.00 12822140034 2692 MAYER LN N 1 $6,600.00 12822140035 2704 MAYER LN N 1 $6,600.00 12822140036 83 MAYHILL RD N 1 $6,600.00 12822140037 77 MAYHILL RD N 1 $6,600.00 12822140038 69 MAYHILL RD N 1 $6,600.00 12822140039 63 MAYHILL RD N 1 $6,600.00 12822140040 55 MAYHILL RD N 1 $6,600.00 12822140041 47 MAYHILL RD N 1 $6,600.00 Packet Page Number 271 of 452 J2, Attachment 3 12822140042 41 MAYHILL RD N 1 $6,600.00 12822140043 33 MAYHILL RD N 1 $6,600.00 12822140044 27 MAYHILL RD N 1 $6,600.00 12822140045 21 MAYHILL RD N 1 $6,600.00 12822140046 15 MAYHILL RD N 1 $6,600.00 12822140049 16 FARRELL ST N 1 $6,600.00 12822140050 22 FARRELL ST N 1 $6,600.00 12822140051 28 FARRELL ST N 1 $6,600.00 12822140052 34 FARRELL ST N 1 $6,600.00 12822140053 42 FARRELL ST N 1 $6,600.00 12822140054 48 FARRELL ST N 1 $6,600.00 12822140055 56 FARRELL ST N 1 $6,600.00 12822140056 64 FARRELL ST N 1 $6,600.00 12822140057 70 FARRELL ST N 1 $6,600.00 12822140058 78 FARRELL ST N 1 $6,600.00 12822140059 84 FARRELL ST N 1 $6,600.00 12822140060 92 FARRELL ST N 1 $6,600.00 12822140061 2656 MAYER LN N 1 $6,600.00 12822140062 91 FARRELL ST N 1 $6,600.00 12822140063 83 FARRELL ST N 1 $6,600.00 12822140064 77 FARRELL ST N 1 $6,600.00 12822140065 69 FARRELL ST N 1 $6,600.00 12822140066 63 FARRELL ST N 1 $6,600.00 12822140067 55 FARRELL ST N 1 $6,600.00 12822140068 47 FARRELL ST N 1 $6,600.00 12822140069 41 FARRELL ST N 1 $6,600.00 12822140070 33 FARRELL ST N 1 $6,600.00 12822140071 27 FARRELL ST N 1 $6,600.00 12822140072 21 FARRELL ST N 1 $6,600.00 12822140073 15 FARRELL ST N 1 $6,600.00 12822140076 16 DENNIS LN N 1 $6,600.00 12822140077 22 DENNIS LN N 1 $6,600.00 12822140078 28 DENNIS LN N 1 $6,600.00 12822140079 34 DENNIS LN N 1 $6,600.00 12822140080 42 DENNIS LN N 1 $6,600.00 12822140081 48 DENNIS LN N 1 $6,600.00 12822140082 56 DENNIS LN N 1 $6,600.00 12822140083 64 DENNIS LN N 1 $6,600.00 12822140084 70 DENNIS LN N 1 $6,600.00 12822140085 78 DENNIS LN 1 $6,600.00 12822140086 84 DENNIS LN N 1 $6,600.00 12822140087 92 DENNIS LN N 1 $6,600.00 12822140088 2650 MAYER LN N 1 $6,600.00 12822140089 2630 MAYER LN N 1 $6,600.00 12822140090 91 DENNIS LN N 1 $6,600.00 12822140091 83 DENNIS LN E 1 $6,600.00 12822140092 77 DENNIS LN N 1 $6,600.00 12822140093 69 DENNIS LN N 1 $6,600.00 12822140094 63 DENNIS LN N 1 $6,600.00 12822140095 55 DENNIS LN N 1 $6,600.00 Packet Page Number 272 of 452 J2, Attachment 3 12822140096 47 DENNIS LN N 1 $6,600.00 12822140097 41 DENNIS LN N 1 $6,600.00 12822140098 33 DENNIS LN N 1 $6,600.00 12822140099 27 DENNIS LN N 1 $6,600.00 12822140100 21 DENNIS LN N 1 $6,600.00 12822140101 15 DENNIS LN N 1 $6,600.00 $1,312,050.00 Residential Full Reconstruction Unit Assessment Rate $6,600.00 Pavement Rehabilitation Unit Assessment Rate $3,450.00 Packet Page Number 273 of 452 1MapRanMq Preliminary Assessment Map, McClelland-Dennis Area Street Improvements, City Project 19-10 wr 1666 11 = Residential Single Unit, Pavement Rehabilitation, ($3,450.00/Unit) ■ 2648 636 2676 2sfis 2799 2698 Y35 2796 = Residential Single Unit, Full Reconstruction, ($6,600.00/Unit) 2774 Legend 2 1 fa City Haus L sd,00ls 2509 2517 2525 '2531 2539 25%1 UK 25 3 2 2047 2 2 9. X647 2653 2667 2673 2681 1589 2695 2TL1 © Hospitals Fire &,B-s Q Police stal"s Mayer Lane [a] P.—a-1 wdtars 2 9Pamel Points 2554 256fi 2226 2598 500 2638 2658 2656 20T0'2688 ❑ Parcel Boundaries N 1588 2556 2524 2530 25 8 N 2692 gb g3 92 97 91. 9F g2 91 2]6 92 1509 2547 2325 ]531 25 9 88 e] 84 ® 84 83 84 84 84 82 61 ]9 ]] 70 7] ]8 T1 76 > James Drive 75 a T6 75' 70 69 70 fig ]6 69 T9 2508 29t8 2520 67 N 0) N U a 56 67 ) nP�^• J 56 i5 % SS 56 53 50 i N T p 47 42 47 46 0 42 di 42 44 d2 41 34 33 34 41 34 34 '33 34 33 2T 26 2y 28 27 28 SI 28 29 28 2b 22 27 0 t9 23 22 21 � '16 79 16 27 Y$ 19 ]B 16 t5 t6. t5 1]15 En 17 i6 1S 2]21 9 2645 2061 267] P689 1709 2511 2535 2555 2567 2587 2597 U 2615 2631 Upper Afton Road Afton Park „ Ramsey County Parks 2716 Q 4000 o 20000 4000Feet nH AD Mm msev_Fea m9� map lsau r9R—DRdsFttl Is mr reverence onry. o D1homz I em`mapPlR9 oaalayers mat app 11 mismapmy 1r site and may nage Notes cnvvlrolettrsro, vraimma,Aese,smea Impm�emerrtsNA�D, cn'rt� Fnrapd=ecae oMsnn. Map N D N s 3 N 7 For the permanent record Meeting Date: 01/13/2020 Agenda Item: J2 Dennis McClelland Area Street Improvements, City Project 19-10 Part of this project includes narrowing our streets to a 28' width and limiting parking to only one side of the street. Please sign this petition in support of parking on both sides of -the streets and leaving the streets at their current width. ®ate Name -Print Namp-Signature Address %jAA -� 10,111 1 JAI, -5 3 s d sP it ► c I /I -p �5r] �q W44 I s T-tLp C'12A Xv e 5-c V to ll l� 2Oi� .-� fi Nw vl w OW"0r v�. 11--13- 261`l T o��J �ti� _ , ' jic---- 'Z l G�c� JJ,5e A A Y t - "J -1 ot-j 14X Mk 1 Edo r �c Oct, 7 1 , rwl s v V (�1 Ot vn`` -e L,- Lot P-0, tL //V) s d,630 rnR'1 L� ta.r LQ (020 n 0 I� i I1 t25(q Lei 15 For the permanent record Meeting Date: 01/13/2020 Agenda Item: J2 Dennis McClelland Area Street Improvements, City Project 19-10 Part of this project includes narrowing our streets to a 28' width and limiting parking to only one side of the street. Please sign this petition in support of parking on both sides of the streets and leaving the streets at their current width. Date Name -Print Name -Signature Address li /�% 1, / C ; _ .�U Lir 1 � Orl-scil -, 1. (��.��� rr :�, .., '" y ��� � o' ) " at ty U/ Ilk u 1� -1 4Z i (��' ►"l; Y1� - � a -1 t 0' Q S �' - ''v' 1//-7/ `7( a�f iti Fz 1 N I C�iI 'Lull ��1 l i ��/" l'% �„ /11, J/z✓ ,.. - 2 t� 11 MO,ej- Ln L cl �cl 1i 1 �� For the permanent record Meeting Date: 01/13/2020 �'/ I Agenda Item: J2 Dennis McClelland Area Street Improvements, City Project 19-10 Part of this project includes narrowing our streets to a 28' width and limiting �.\ parking to only one side of the street. Please sign this petition in support of parking on both sides of the streets and leaving the streets at their current width. Date Name -Print Name -Signature Address xv co oe", L_' - 12-17--1 EDW V'11 V �� 175&� ak,u s ID'i I IJ iql 7 k ��)�J 7 6W6 5-Z -A) =fa4�j [A 'C" 11�lt i, 016v k r KX . (2 [A !L V. (( y, IV 14Li �e C) 1ACIA011'r4i 10A �A f 4i "i�llll I,< 1Wil, A> k �7'. )11141 rL I For the permanent record Meeting Date: 01/13/2020 Agenda Item: J2 Dennis McClelland Area Street Improvements, City Project 19-10 Part of this project includes narrowing our streets to a 28' width and limiting parking to only one side of the street. Please sign this petition in support of parking on both sides of the streets and leaving the streets at their current width. D e. Name -Print Name -Signature Address /4t�leW mcg r11� IL r4 0Y4�- s�,i r io— L e � a �� .MA y Y/ lew. C /r7 (� vYo 24 T "') tL c i ,� J r. �4 i��ay �✓� , rI C, P VA 6t (),At 4 - ; INV,.f � l lS� ✓t=GJ'/ i� 0 Dennis-McClelland Area Street Improvements City Project 19-10 1 eSel iteU LU Maplewood City %,-oui i 11 January 13, 2020 iL l�II�C 'I IT i ai�TaNN NU�S�N DCy � R 0 IEW OR Creek D �L vM IER LN. J68 'AMES;n DR. gAnyE Lg PAPK oe9 ? s o i N O s LL i UPPER AEON RC. 120 68 gp15L� GRPARK � �^ REGIONAL � ` J 'ROPOSEJ STREET IMPROVEMENT NC SCALE Dennis -McClelland Area Street Improvements Project Location Map City Project 19-10 K M m o m m � DvOo m m m nom v _Z m (D w 3 o 0 N 0 N O a Why These Streets? • Poor pavement condition • 2.04 Miles in Length • Average PCI Rating — 36/100 • The pavement has deteriorated to the point where patching is no longer cost-effective. • Numerous Drainage Issues • Water ponding in street • Significant Icing in winter • Lack of storm sewer system • Lack of concrete curb �„ CD CD o� Dv� m m � CLom v - m - _Z m w 3 K-) 0 N 0 N O a Resident Communications Informational Packet —October 14th, 2019 • Street Improvement Article, Street Improvement FAQ, Assessment Informational Flyer, & Resident Questionnaire Neighborhood Meeting #1 — November 6th, 2019 • Presentation followed by Q & A Session • Areas of discussion included street conditions, drainage concerns, proposed sidewalks, street lighting needs, parking concerns, proposed street width concerns, and traffic concerns. Additional neighborhood meetings will be scheduled as the project progresses. K (� o� ymm � m 3 nom v � m m w N (moi O � N � N O Q Resident Communications Resident Petition Received • Requests street widths remain the same • Design maintains overall street width • Requests parking remain on both sides of street • Parking restricted to one side per Living Streets Policy • Council approval required to vary from Policy • Considered at Public Hearing �„ o� ymm (D m 3 nom v � m m w N (moi O � N � N O Q Project Scope • Full Street Reconstruction • New Concrete Curb & Gutter • New Road Aggregate Base and Sub -base • 2- New Layers of Asphalt Pavement • Significant Storm Sewer System Upgrades • Sidewalk Installations • North side of Upper Afton Road • Sanitary Sewer Repairs • Watermain Removal and Replacement nv,�_ Maplewood KM �o Project Costs & Funding Project Cost • Total Estimated Project Cost = $8,388,000 Project Funding • G.O. Improvement Bonds • Special Benefit Assessment • Environmental Utility Fund • Sanitary Sewer Fund • Saint Paul Regional Water Services and W.A.C. Fund �„ I o� m 3 =3 .. v nom v � m m w N (moi O � N � N O Q Tentative Project Schedule • Council Receives Feasibility Study - January 131h,2020 • Neighborhood Meeting #2 - February 41h,2020 • Public Hearin_ - February 10th, 2020 • Residents Provide Input on Proposed Improvements • Council Votes after Public Hearing • Neighborhood Meeting #3 - April 2020 • Assessment Hearing and Award of Contract — April 2020 • Residents Provide Input on Proposed Assessments • Council Votes after Assessment Hearing • Construction • May —November 2020 o� ymm (D m 3 nom v � m m w N (moi O � N � N O Q Recommendation Approval of the Resolution Accepting Feasibility Study, Authorizing Preparation of Plans and Specifications, and Calling for a Public Hearing for the Dennis -McClelland Area Street Improvements, City Project 19-10. �„ �( o� ymm (D m 3 nom v _ m m w N (moi O � N0 N O Q K -n N O �p 3 0-0 Dv� mmmmmmom m m m Maplewood v o mow, o0 N 0 N O O_ What is a Special Assessment? • Funding source utilized to finance a portion of public improvements • Maximum rates are set by the City Council on a yearly basis. • Independent appraisal firm hired to determine benefit received by properties. • Per Minnesota State Statute 429 the assessment amount cannot be more than the direct benefit to the property. Special Assessment • Assessment Hearing — April 2020 • Prior to the Assessment Hearing • Residents will be mailed an official assessment notice • Assessment amount • Payment options • Deferral options • Right to object • Neighborhood meeting to cover assessments �„ o� ymm (D m 3 nom v � m m w N (moi O � N � N O Q Assessment Payment Information • Several payment options • Full Payment • Partial Payment • Remaining amount will be certified to Ramsey County • Full amount certified to Ramsey County • Certified amounts will be paid over a 15 year period with Ramsey County property taxes �„ �( o� ymm (D m 3 no(D v m m w N (moi O � N0 N O Q Assessment Deferral Information • Deferral Options —15 year period with interest • Proven financial hardship and one of the following: • 65 year of age or older • Retired by virtue of a permanent and total disability • National Guard or other military reserve called into active duty • Undeveloped property deferral —15 year period with interest • Assessments are terminated if no improvements are made within the deferment period �„ o� ymm (D m 3 nom v � m m w N (moi O � N � N O Q J3 CITY COUNCIL STAFF REPORT Meeting Date January 13, 2020 REPORT TO: Melinda Coleman, City Manager REPORT FROM: Steven Love, Public Works Director / City Engineer Jon Jarosch, Assistant City Engineer Tyler Strong, Civil Engineer I PRESENTER: Steven Love AGENDA ITEM: Resolution Accepting Feasibility Study, Authorizing Preparation of Plans & Specifications, and Calling for a Public Hearing, Schaller Area Pavement Rehabilitation, City Project 19-11 Action Requested: ✓ Motion ❑ Discussion ❑ Public Hearing Form of Action: ✓ Resolution ❑ Ordinance ❑ Contract/Agreement ❑ Proclamation Policy Issue: City Council will consider the following; Resolution Accepting a Feasibility Report, Authorizing the Preparation of Plans & Specifications and Calling for a Public Hearing for the Schaller Area Pavement Rehabilitation, City Project 19-11. Recommended Action: Motion to approve a Resolution Accepting the Feasibility Report, Authorizing the Preparation of Plans and Specifications, and Calling for a Public Hearing at 7:00 p.m. on February 24, 2020 for the Schaller Area Pavement Rehabilitation, City Project 19-11. Fiscal Impact: Is There a Fiscal Impact? ❑ No ✓ Yes, the true or estimated cost is $2,032,000. Financing source(s): ❑ Adopted Budget ❑ Budget Modification ❑ New Revenue Source ❑ Use of Reserves ✓ Other: The proposed funding plan includes a combination of the Street Revitalization Fund, Special Benefit Assessments, the Environmental Utility Fund, the Sanitary Sewer Fund, and the W.A.C. Fund. Strategic Plan Relevance: ✓ Financial Sustainability ❑ Integrated Communication ❑ Targeted Redevelopment ❑ Operational Effectiveness ❑ Community Inclusiveness ✓ Infrastructure & Asset Mgmt. The Schaller area neighborhood streets are an integral part of the City's infrastructure. The streets in this area have deteriorated and are in need of replacement. Packet Page Number 275 of 452 J3 Background The Feasibility Study for the Schaller Area Pavement Rehabilitation, City Project 19-11, is complete and available in the office of the City Engineer. A copy of the Feasibility Report has been included as an attachment to this report. The study includes information on the proposed improvements, costs, and financing. The Schaller neighborhood streets total approximately 2.4 miles in length. The neighborhood area is generally bounded by Linwood Avenue on the north, McKnight Road on the west, Century Avenue to the east and Highwood Avenue on the south (see project location map, attachment 2). This project is a part of the approved 2020 — 2024 Capital Improvement Plan (CIP). Should the project be approved, construction would begin in May or June of 2020. The aging and deteriorating condition of roads shown on the location map presents an ongoing maintenance problem for the City of Maplewood Street Department. The condition of the existing streets also represents a decreased level of service for the residents of Maplewood, with the City receiving numerous complaints from area residents about substandard street conditions. The watermain within the project area is generally in good condition and meets current standards. Saint Paul Regional Water Services (SPRWS) is not recommending watermain replacement at this time. Minor repairs to the sanitary sewer system and storm sewer system are expected, this includes repairs to the castings and adjustment rings within the roadway. Neighborhood Correspondence An informational packet was mailed to the residents on October 14th, 2019 and contained information about the proposed street improvement project. An informational neighborhood meeting was held on November 7th, 2019, at the Maplewood Community Center. Staff mailed out the meeting invitations to 222 property owners for the meeting, approximately 41 resident's attended meeting #1. The meeting generally ran from 6:00 p.m. to 7:30 p.m. including a presentation, question and answer session, and one-on-one conversations. Items presented and discussed at the meetings included the public improvement process, an explanation of why the Schaller neighborhood was chosen for improvements, project scope, assessment information, and an estimated project timeline. More neighborhood meetings and resident correspondence are scheduled as the project progresses. During the neighborhood meetings staff asked residents to identify any concerns they had in regards to the proposed project. Overall, the general feeling at this meeting was that the improvements to the streets are necessary. The residents did bring up concerns about adequate street lighting in the project area, communication with the city during the street project, and questions about assessments. Packet Page Number 276 of 452 J3 Estimated Project Cost The total estimated project cost is $2,032,000 and is outlined below: Estimated Project Cost Summary Proposed Improvements Total Amount % of Total Street Improvements $1,727,500 85% Drainage Improvements $159,500 8% Sanitary Sewer Improvements $86,400 4% Water System Improvements $58,600 3% Total Estimated Project Cost: $2,032,000 100% The estimated costs include 10% contingencies and 12% overhead, which include geotechnical, legal, and fiscal expenses. The increased project costs, as compared to the approved CIP, reflect additional storm sewer, sanitary sewer, and street improvements identified during the preparation of the feasibility report. The attached report provides a more detailed construction and project cost estimate. Preliminary Project Funding Plan The improvements are proposed to be financed through a combination of Street Revitalization Funds, Special Benefit Assessments, Sanitary Sewer Funds, Environmental Utility Funds, and W.A.C. funds. An update to the financing plan may be needed in the future after the special benefits appraisal is received. Estimated Project Cost Recovery Funding Source Total Amount % of Total Street Revitalization Fund $961,600 47% Special Benefit Assessments $765,900 38% Sanitary Sewer Fund $86,400 4% Environmental Utility Fund $159,500 8% W.A.C. Fund $58,600 3% Total Estimated Project Funding: $2,032,000 100% The estimated project costs and the preliminary project funding plan have been reviewed by the Finance Director. Packet Page Number 277 of 452 J3 Project Schedule The following is a tentative schedule for City project 19-11 should it be determined to proceed with the project: Project Milestone Date Accept Feasibility Study, Order Public Hearing, Authorize Preparation of Plans & Specifications 1/13/2020 Public Hearing & Order Improvement 2/24/2020 Approve Plans and Specifications, Authorize Advertisement for Bids, Authorize Preparation of Assessment Roll 3/9/2020 Accept Assessment Roll & Order Assessment Hearings 3/23/2020 Bid Opening 4/3/2020 Assessment Hearing, Award Contract 4/13/2020 Adopt Assessment Roll 4/27/2020 Begin Construction May/June 2020 Assessments Certified to Ramsey County November 2020 Complete Construction October 2020 Attachments 1. Resolution Accepting Feasibility Study 2. Project Location Map 3. Feasibility Report Packet Page Number 278 of 452 J3, Attachment 1 RESOLUTION ACCEPTING FEASIBILITY STUDY, AUTHORIZING PREPARATION OF PLANS AND SPECIFICATIONS, AND CALLING FOR PUBLIC HEARING WHEREAS, pursuant to a resolution of the council adopted June 24th, 2019, a report has been prepared by the City Engineering Division with reference to the improvement of Schaller Area Pavement Rehabilitation, City Project 19-11, and this report was received by the council on January 13th, 2020. WHEREAS, the report provides information regarding whether the proposed project is necessary, cost-effective, and feasible, NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF MAPLEWOOD, MINNESOTA: 1. The City Council will consider the Schaller Area Pavement Rehabilitation, City Project 19-11 in accordance with the report and the assessment of abutting property for all or a portion of the cost of the improvement pursuant to Minnesota Statutes, Chapter 429 at an estimated total cost of $2,032,000. 2. The City Engineer or his designee is the designated engineer for this improvement project and is hereby directed to prepare final plans and specifications for the making of said improvement. 3. The Finance Director is hereby authorized to make the financial transfers necessary for the preparation of plans and specifications. A proposed budget of $2,032,000 shall be established. The proposed financing plan is as follows: Estimated Project Cost Recovery Funding Source Total Amount % of Total Street Revitalization Fund $961,600 47% Special Benefit Assessments $765,900 38% Sanitary Sewer Fund $86,400 4% Environmental Utility Fund $159,500 8% W.A.C. Fund $58,600 3% Total Estimated Project Funding: $2,032,000 100% 4. A public hearing shall be held on such proposed improvement on the 24th day of February, 2020 at the Maplewood City Hall Council Chambers at 7:00 p.m., and the clerk shall give mailed and published notice of such hearing and improvement as required bylaw. Approved this 13th day of January, 2020 Packet Page Number 279 of 452 J:5. Attacnment 1 KING // ST. '/ �' "� o GOLF MAI LAND CIR. O COURSE 0 C C Vista Hills Z 1. CRESTVIEW Mailand FOREST TEAK- Q O Park Park _:J DR. WOOD O (y 3: F-1 2' 2. DEER RIDGE w TEAKWOOD DR. LN. CT. o Y C/)OAKRIDGE DR. Q w HILLWOOD `'� z pQ7 2. =>ilr,4LLJ DR. HILL K� r- SPR/NoS/p 1p�E Cr QJ o LINWOOD R• �v� � AVE. OPH L AVE. UNWOOD CT. DAHL pP�`�'� �ih C _L J AVE' PROMONTORY C1>1 w APPPa k od 2 F- Cn TIMBER WHITE OAK TIMBER o 39: = o w BER w C7 Q C, DR. DR. CIR. c� o TIM Cn Z o z , w AVE Q � PHYLIS CT. g DR :2 W VALLEY F,� VIEW ��' 3 VALLEY VIEW AVE. REpp�N AV. 1. C U R R I E CT. CSR. E 2. VALLEY VIEW CT. 74 1 U 2. 3. LAKEWOOD CT. Cnn Cr) V) AVE. 1 1 HIGHWOOD AVE.w ~ MgMIE Cf)o Q o Z v' � MAMIE AVE a O� AVE. cn O J I w Ld O o' Ld NEM ITZ Qz J 0o O Q � NEMITZ ST. o AVE. 0 U) SOUTHCREST SOU THGREST ^ ,T. n, Pleasantview PROPOSED STREET IMPROVEMENT Schaller Area Pavement Rehabilitation Project Location Map City Project 19-11 Packet Page Number 280 of 452 C2,' Li Q z C2,' L, U w� � U ' -DO BVLD RED PLS ER CIR. SNOWDRI -1 CIR. >� N 23 3 1 1 1 74 25 494 C 72 NO SCALE J3, Attachment 3 M a p I ewood�!'�J Feasibility Report Schaller Area Pavement Rehabilitation Project City Project, 19-11 Crestview Drive, Currie Court, Dahl Avenue, Dahl Court, Dorland Road, Linwood Court, Lakewood Court, Lakewood Drive, Marnie Circle, O'Day Street, Phylis Court, Schaller Drive, Timber Trail, Timber Avenue, Valley View Avenue, Valley View Court 1 hereby certify that this report was prepared by me or under my direct supervision and that 1 am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Signature Jonathon E. Jarosch, P.E. Date: 1/7/2020 License No. 49105 Document Prepared by: Tyler M. Strong, E. 1. T. City of Maplewood Public Works Department Office 651-249-2400 1902 County Road B East Fax 651-249-2409 Maplewood, MN 55109 www.maplewoodmn.gov Packet Page Number 281 of 452 J3, Attachment 3 Table of Contents EXECUTIVE SUMMARY.................................................................................................. iii ProjectSummary.......................................................................................................... iii ProjectCost.................................................................................................................. iv ProposedFinancing......................................................................................................iv Schedule........................................................................................................................v 1.0 INTRODUCTION.................................................................................................... 1 1.1 General................................................................................................................... 1 1.2 Resident Correspondence...................................................................................... 1 2.0 EXISTING CONDITIONS........................................................................................... 2 2.1 Pavement Condition............................................................................................... 2 2.2 Geotechnical Summary.......................................................................................... 5 2.3 Existing Curb and Gutter........................................................................................ 5 2.4 Existing Utility Summary......................................................................................... 5 2.5 Resident Concerns................................................................................................. 5 2.51 Lighting/Pedestrian Concerns........................................................................... 6 2.52 Assessments..................................................................................................... 6 2.53 Property Owner Communication....................................................................... 6 3.0 PROPOSED IMPROVEMENTS................................................................................. 6 3.1 Pavement Rehabilitation/Reconstruction................................................................ 6 3.2 Curb Replacement and Pedestrian Ramps............................................................ 7 3.3 Utility Upgrades and Repairs.................................................................................. 7 3.4 Resident Requested Improvements........................................................................ 7 4.0 MISCELLANEOUS PRIVATE UTILITIES................................................................... 7 5.0 EROSION CONTROL................................................................................................ 7 6.0 TRAFFIC CONTROL.................................................................................................. 8 7.0 PROJECT COST........................................................................................................ 8 8.0 COST RECOVERY.................................................................................................... 8 9.0 PROJECT SCHEDULE.............................................................................................. 9 10.0 CONCLUSIONS AND RECOMMENDATION........................................................... 9 APPENDIXA.................................................................................................................. 10 City of Maplewood Public Works Department 1902 County Road B East Maplewood, MN 55109 Packet Page Number 282 of 452 Office 651-249-2400 Fax 651-249-2409 www.maplewoodmn.gov J3, Attachment 3 Schaller Area Pavement Rehabilitation Project City Project, 19-11 EXECUTIVE SUMMARY Crestview Drive, Currie Court, Dahl Avenue, Dahl Court, Dorland Road, Linwood Court, Lakewood Court, Lakewood Drive, Marnie Circle, O'Day Street, Phylis Court, Schaller Drive, Timber Trail, Timber Avenue, Valley View Avenue, Valley View Court Project Summary This feasibility report has been prepared for the Schaller Area Pavement Rehabilitation Project, City of Maplewood Project 19-11. The above referenced streets total approximately 2.4 miles in length. The neighborhood area is generally bounded by Linwood Avenue on the north, McKnight Road on the west, Century Avenue to the east and Highwood Avenue on the south (see Project Location Map, Exhibit 1). This project is a part of the approved 2019 — 2023 Capital Improvement Plan (CIP). After review and approval from City Council, construction is proposed to begin in May of 2020. See Exhibit 2 for a map of proposed construction activities and their respective areas. The proposed improvements include the following: 1) Full depth reclaim (FDR) of pavement and underlying base materials, includes sub - grade repairs in areas of failure as necessary to support the new street. 2) Removal and replacement of structurally deteriorated sections of concrete curb and gutter. 3) Removal and replacement of outdated sanitary sewer castings & storm sewer castings. 4) Removal and replacement of pedestrian curb ramps as necessary. 5) Installation of new base and wear course pavement layers on project streets. 6) Restoration of turf and landscape features which may have been impacted by the project. 7) Potential for minor storm sewer improvements & repairs in problematic areas. City of Maplewood Public Works Department 1902 County Road B East Maplewood, MN 55109 Office 651-249-2400 Fax 651-249-2409 www.maplewoodmn.gov Packet Page Number 283 of 452 J3, Attachment 3 Project Cost The total estimated project cost is $2,032,000 and is outlined below: Estimated Project Cost Summary Proposed Improvements Total Amount % of Total Street Improvements $1,727,500 85% Drainage Improvements $159,500 8% Sanitary Sewer Improvements $86,400 4% Water System Improvements 1 $58,600 1 3% Total Estimated Project Cost: 1 $2,032,000 1 100% The estimated costs includes 10% contingencies and 12% overhead, which include geotechnical, legal, and fiscal expenses. Proposed Financing The improvements are proposed to be financed through a combination of special assessments to the benefiting properties, the Street Revitalization Fund, the Sanitary Sewer Fund, the Environmental Utility Fund and W.A.C. funds. The table below displays a summary of the estimated financing for the proposed project. Estimated Project Cost Recovery Funding Source Total Amount % of Total Street Revitalization Fund $961,600 47% Special Benefit Assessments $765,900 38% Sanitary Sewer Fund $86,400 4% Environmental Utility Fund $159,500 8% W.A.C. Fund $58,600 3% Total Estimated Project Funding: $2,032,000 100% City of Maplewood) Public Works Department 1902 County Road B East Maplewood, MN 55109 iv Packet Page Number 284 of 452 Office 651-249-2400 Fax 651-249-2409 www.maplewoodmn.gov J3, Attachment 3 Schedule The following schedule may be implemented, should it be determined to proceed with the project: Project Milestone Date Accept Feasibility Study, Order Public Hearing, Authorize Preparation of Plans & Specifications 1/13/2020 Public Hearing & Order Improvement 2/24/2020 Approve Plans and Specifications, Authorize Advertisement for Bids, Authorize Preparation of Assessment Roll 3/9/2020 Accept Assessment Roll & Order Assessment Hearings 3/23/2020 Bid Opening 4/3/2020 Assessment Hearing, Award Contract 4/13/2020 Adopt Assessment Roll 4/27/2020 Begin Construction May/ une 2020 Assessments Certified to Ramsey County November 2020 Complete Construction October 2020 City of Maplewood Public Works Department 1902 County Road B East Maplewood, MN 55109 V Office 651-249-2400 Fax 651-249-2409 www.maplewoodmn.gov Packet Page Number 285 of 452 J3, Attachment 3 Feasibility Report Schaller Area Pavement Rehabilitation Project City Project, 19-11 Crestview Drive, Currie Court, Dahl Avenue, Dahl Court, Dorland Road, Linwood Court, Lakewood Court, Lakewood Drive, Marnie Circle, O'Day Street, Phylis Court, Schaller Drive, Timber Trail, Timber Avenue, Valley View Avenue, Valley View Court 1.01NTRODUCTION 1.1 General The Schaller Area Pavement Rehabilitation Project consists of the streets shown in Exhibit 1. These neighborhood streets are generally bounded by Linwood Avenue on the north, McKnight Road on the west, Century Avenue to the east and Highwood Avenue on the south. These streets are part of the City's Capital Improvement Plan (CIP) as a result of the adoption of the Gas Franchise Fee. The City Council ordered the preparation of the feasibility study for this project on June 24th, 2019. The aging and deteriorating streets associated with this project present an ongoing maintenance problem for the City of Maplewood Street Department. The condition of the existing streets also represent a decreased level of service for the residents of Maplewood, the City has received numerous complaints from area residents about substandard street conditions. Of the infrastructure elements the city maintains (sanitary sewer, storm sewer, and streets) the bulk of the maintenance activities consist of patching the roadway and filling potholes. Maintenance staff have noted that a considerable amount of time and resources spent each spring repairing the streets within the proposed project area. This feasibility report will detail the existing condition of the pavement surface, provide geotechnical recommendations for potential pavement rehabilitation methods, discuss proposed improvements, detail resident correspondence, provide detailed project cost information and also how these costs can be recovered, and provide conclusions and recommendations based on the provided information. 1.2 Resident Correspondence The feasibility report was ordered at the June 24th, 2019 City Council meeting. A letter was mailed to the residents on June 27th, 2019 to provide information on the council's action and to notify them that preliminary engineering and site reviews would begin along the project streets. An informational packet was sent to residents impacted by the project on October 14th, 2019. The packet included a project location map, frequently asked questions brochure and an assessment information brochure. The first neighborhood meeting was held on November 7th, 2019 at the Maplewood Community Center. Staff mailed out the invitation on October 25th, 2019 to approximately 222 impacted property owners and approximately 41 residents attended. The meeting generally ran from 6:00 pm to 7:15 pm including a presentation, question/answer session, and one-on-one conversations with city staff. Items presented at this meeting included the public improvement process, an explanation of why these streets were chosen for improvements, project scope, proposed assessments, funding sources, and an estimated project timeline. Additional correspondence with project property owners is planned in the coming months as the project team moves into the design phase of the project. Packet Page Number 286 of 452 J3, Attachment 3 2.0 EXISTING CONDITIONS 2.1 Pavement Condition The streets associated with this project have a combined length of approximately 2.4 miles. The Pavement Condition Index (PCI) method was used to determine the condition of the existing roads. The PCI rating is based on a visual survey of the pavement and is a number between 0 and 100 indicating the condition of a roadway, with 0 being the worst possible pavement condition and 100 being the best possible condition (i.e. a new road). The PCI method was developed by the United States Army Corps of Engineers and is widely used in transportation civil engineering. It is the City's general goal to have 75% of City maintained streets at a rating of 70 or above. According to the pavement condition survey the streets have a weighted average PCI rating of 36. A summary of the streets and their corresponding PCI ratings are shown below in Table A. 2 Packet Page Number 287 of 452 Table A: Pavement Condition Index (PCI) Schaller Area Pavement Rehabilitation Project Street From/To Miles 2017 PCI Schaller Dr O'Day St/Ferndale St 0.07 19 Schaller Dr Marnie Cir/Sterling St 0.07 45 Schaller Dr Crestview Dr/Marnie Cir 0.14 43 Schaller Dr Valley View Ave/Lakewood Dr 0.11 23 Schaller Dr Ferndale St/Dead End 0.13 17 Dahl Ave Dahl Ct/Dorland Rd 0.06 26 Crestview Dr Schaller Dr/Timber Ave 0.06 54 Crestview Dr Timber Ave/Through Loop 0.26 61 Currie Ct Highwood Dr/Dead End 0.04 47 Dahl Ave McKnight Rd/Dahl Ct 0.10 18 Dahl Ct Dead End/Dahl Ave 0.04 20 Dorland Rd Dead End/Dahl Ave 0.12 28 Lakewood Ct Schaller Dr/Dead End 0.05 28 Lakewood Dr Schaller Dr/Timber Ave 0.09 26 Linwood Ct Linwood Ave/Dead End 0.13 36 Marnie Cir Schaller Dr/Dead End 0.04 46 O'Day St Schaller Dr/Dead End 0.06 39 Phylis Ct McKnight Rd/Dead End 0.10 24 Schaller Dr Highwood Dr/Valley View Ave 0.09 36 Schaller Dr Lakewood Dr/Crestview Dr 0.06 32 Schaller Dr Sterling St/O'Day St 0.08 26 Timber Ave Lakewood Dr/Dead End 0.08 46 Timber Tr McKnight Rd/Dead End 0.13 61 Valley View Ave McKnight Rd/Schaller Dr 0.13 37 Valley View Ct Schaller Dr/Dead End 0.04 44 Dahl Ave Dorland Rd/Dead End 0.10 19 Total Length (Miles) = 2.40 Weighted Average 2017 PCI = 36 2 Packet Page Number 287 of 452 J3, Attachment 3 The images on the following pages display the level of pavement deterioration on the project streets. Common failures on the project streets include; raveling of the pavement, transverse and edge cracking, patching, settlement, fatigue (alligator) cracking and rutting of the wheel paths. The pictures provide a fair representation of the current conditions of the project streets. Packet Page Nur VI Schaller Drive s N W- � <e Y a r� 14 �. w J3, Attachment 3 2.2 Geotechnical Summa The City of Maplewood consulted Braun Intertec Corporation to perform a geotechnical evaluation of the project streets to determine potential pavement maintenance or rehabilitation methods. Braun Intertec performed visual evaluation, pavement coring and hand auger borings in key areas of the project streets to determine the thickness of the pavement, aggregate base layer below and subgrade material composition. The results of the geotechnical report are summarized in Exhibit 3. The report notes surface distresses including patching, longitudinal and transverse cracking, fatigue cracking, and widespread pavement breakup with potholes on nearly all project streets. Many of the pavement cores show signs of pitting of the bituminous material, especially those within the neighborhood streets. This condition is known as "stripping", which is the deterioration of the bond between the asphalt and aggregate which is primarily due to the presence of moisture. Pavement stripping is evident at both the top and bottom of the pavement section. Due to the widespread and often severe distresses found in the project area, reclamation, full depth mill & overlay or a combination of the two is recommended by Braun Intertec for the rehabilitation of the neighborhood streets. Based on the soil boring report it appears Schaller Drive from Lakewood Drive to Sterling Street, Crestview Drive from Schaller Drive to the loop, Marnie Circle and Timber Avenue were constructed as a full -depth pavement section (10.5" -17") with multiple asphalt like pavement overlays. The underlying pavement overlays show signs of severe stripping and debonding to the point where recovery of the cores was difficult due to crumbling. Based on the cores recovered, it is recommended a 4" Mill be performed prior to reclaiming the pavement in order to achieve the proper blend of base material on these streets. On Linwood Court, Dahl Avenue, Dahl Court, Dorland Road, Timber Trail, Phylis Court, Valley View Avenue, Valley View Court, Currie Court, Lakewood Drive, Lakewood Court, Crestview Drive through loop, Schaller Drive from Highwood to Lakewood Drive, Schaller Drive from Sterling Street to the dead end and O'Day Street a full depth reclamation (FDR) is recommended due to the current pavement section and underlying aggregate material. 2.3 Existing Curb and Gutter Existing concrete curb and gutter is present on all of the project streets. Overall the curb and gutter on the project streets are in good condition with an estimated 15% of the concrete curb being structurally damaged to the extent that it should be removed and replaced. 2.4 Existing Utility Summary Sanitary sewer, storm sewer, and water main are present beneath the project streets. These utilities were generally installed in the 1970's, 1980's and 1990's. No major issues with the sanitary sewer or water system have been noted to date. Some deficiencies observed by staff include the deterioration of manhole and catch basin structures, structure adjustment rings, outdated sanitary sewer castings and outdated storm sewer castings. Exhibit 4 displays the current drainage patterns within the project area. 2.5 Resident Concerns During the neighborhood meeting held on November 7t", 2019 staff asked residents to identify any concerns they had in regards to the proposed project. Overall, the general feeling at this meeting was that the improvements to the street are necessary. There were some concerns noted, they are listed in the following sections. 5 Packet Page Number 290 of 452 J3, Attachment 3 2.51 Lighting/Pedestrian Concerns Some residents requested that the City consider some sort of lighting accommodations for both pedestrians and vehicles on the project streets. Staff will investigate the situation, along with consulting the City's Street Lighting Standards and Xcel Energy during the design phase of the project. 2.52 Assessments Staff fielded a number of questions related to assessments at the neighborhood meeting, as well as via phone and email correspondence. These questions focused mostly on who was being assessed, how much the assessment would cost and how the City's Assessment Policy works. Staff will continue to answer these questions as the project moves forward. 2.53 Property Owner Communication Staff fielded a number of questions related to project communication at the neighborhood meeting. These questions focused mostly on how impacted property owners were going to be notified, the general construction process and how long the project would take. Staff will continue to answer these questions as the project moves forward 3.0 PROPOSED IMPROVEMENTS 3.1 Pavement Rehabilitation/Reconstruction Staff are recommending a full depth reclamation (FDR) on the top 8-10 inches of the following streets: • Linwood Court • Dahl Avenue • Dahl Court • Dorland Road • Timber Trail • Phylis Court • Valley View Avenue • Valley View Court • Currie Court • Schaller Drive from Highwood Avenue to Lakewood Drive • Lakewood Drive • Lakewood Court • Crestview Drive (through loop) • Schaller Drive from Sterling Street to Dead End • O'Day Street Staff are recommending a 4" mill prior to an 8" full depth reclamation (FDR) on the following streets: • Schaller Drive from Lakewood Drive to Sterling Street • Crestview Drive from Schaller Drive to Crestview through loop • Marnie Circle • Timber Avenue Reclamation is a process in which the existing pavement is ground up and mixed with the underlying aggregate material to form new base material to support the road. After the road has been reclaimed, the excess reclaim material will be removed, then the road will be reshaped to provide adequate drainage to the curb lines, next the new reclaimed base material will be compacted, and lastly 3.5 inches of new bituminous pavement will be installed in two layers. A Packet Page Number 291 of 452 J3, Attachment 3 Milling is a process of grinding the existing surface of pavement off to a specified depth. The "millings" are then picked up and hauled away. Schaller Drive from Lakewood Drive to Sterling Street, Crestview Drive from Schaller Drive to the Crestview through loop, Marnie Circle and Timber Avenue are proposed to first be milled first due to the thickness of the existing pavement section. After the milling is completed then a full depth reclamation will be performed. The new reclaimed base material will be then be graded and compacted. Lastly, 3.5 inches of new bituminous pavement will be installed in two layers. 3.2 Curb Replacement and Pedestrian Ramps It is recommended that structurally deficient portions of concrete curb and gutter on the project streets be removed and replaced prior to placement of the new bituminous pavement. This is recommended to protect the new pavement from future damage. Damaged sections of curb often result in standing water in the curb -line or the road edge, which risks further damage to the road section. It is estimated that 15% of the existing curb will need to be replaced on the project streets. During construction, a City project representative will determine which sections of concrete curb and gutter will need to be removed and replaced. During the design phase of the project, staff will review any pedestrian curb ramps present on the project streets and evaluate the need for replacement based on current ADA requirements. 3.3 Utility Upgrades and Repairs The goal of this project is to rehabilitate the pavement surface and therefore does not include any major utility upgrades or repairs. Outdated sanitary sewer castings and storm sewer castings are proposed to be replaced along with the adjustment of all manholes and valves to the final pavement surface level. Storm sewer structures on Dahl Avenue, Dorland Road, Valley View Avenue and Schaller Drive west of Sterling Street have a history of structural failures. As a part of this project the outdated and failing structures are proposed to be removed and replaced with modern precast concrete structures. 3.4 Resident Reauested Imarovements Engineering staff will coordinate with Xcel Energy on options to address any areas identified during the design phase as needing lighting. Lighting installations would be coordinated by staff during the construction of the project. 4.0 MISCELLANEOUS PRIVATE UTILITIES Private utility companies have been notified of the proposed improvements by city staff to ensure that they have any upgrades to their facilities completed prior to the improvement of the project streets. Meetings will be held with all utility providers in the project area after the design process begins in order to plan for utility relocation or upgrades as needed. 5.0 EROSION CONTROL As part of the project plans and specifications, staff is required to prepare a storm water pollution prevention plan (SWPPP) for the purposes of enforcing erosion and sediment control rules. The SWPPP will include erosion and sediment control methods which shall be implemented throughout the project. The SWPPP will be created during the design phase of this project. Any disturbed soils would be stabilized after grading is completed. The City will closely monitor all erosion and sediment control measures throughout the construction process. The selected 7 Packet Page Number 292 of 452 J3, Attachment 3 contractor will be required to install all preventative measures and maintain them as required by the City, watershed district, MPCA, and other regulatory agencies. 6.0 TRAFFIC CONTROL A construction project of this magnitude will result in some minor inconvenience and disruption to the motorists utilizing these streets. Signage will be installed during construction to guide motorists through the construction site. The project will generally maintain access to adjacent properties and will be constructed under thru-traffic conditions. Staff will coordinate with property owners to make sure access disruptions are kept to a minimum. Emergency access for vehicles will be available throughout the project. During short periods of time, however, some segments of the project may not be passable while certain work is being executed. In these instances, access would be available from another direction. Streets would always be reopened at the end of the working day. An alternate route for the emergency vehicles will be determined for short periods of time when access may be blocked due to construction. 7.0 PROJECT COST The total estimated project cost is $2,032,000 and is outlined below: Estimated Project Cost Summary Proposed Improvements Total Amount % of Total Street Improvements $1,727,500 85% Drainage Improvements $159,500 8% Sanitary Sewer Improvements $86,400 4% Water S stem Improvements $58,600 3% Total Estimated Project Cost: $2,032,000 100% The estimated costs includes 10% contingencies and 12% overhead, which includes geotechnical, legal, and fiscal expenses. Exhibit 5 provides a more detailed construction and project cost estimate. 8.0 COST RECOVERY An independent appraisal firm was hired to ascertain an opinion of special benefit received by properties within the neighborhood project area. This information will ultimately be utilized to set the special benefit assessment amounts for the project area. For the purposes of this report, the rates established in the City's Special assessment policy were utilized. There are a total of 222 assessable residential parcels within the project area. Exhibit 6 details the preliminary assessment roll. Exhibit 7 shows the properties proposed to be assessed as part of this project on a map. Based on the City of Maplewood's Pavement Management Policy, parcels are assessed on an equal "unit" basis. The City's current residential unit assessment rate for a pavement rehabilitation type project is $3,450. However, per Minnesota State Statute 429, the assessment amount cannot be greater than the benefit received by the property from the improvement. Therefore, the final special benefit assessment amounts will be established after reviewing the appraisal report. For the purposes of this report and establishing a project financing plan, the preliminary assessment rate(s) are as follows. 0 Packet Page Number 293 of 452 J3, Attachment 3 • Residential o Pavement Rehabilitation / Replacement Rate = $3,450/unit The improvements are proposed to be financed through a combination of Special Benefit Assessments to the benefiting properties, Street Revitalization Fund (Gas Franchise Fees), the Sanitary Sewer Fund, the Environmental Utility Fund and W.A.C. funds. The following is a summary of the estimated financing for the proposed project. Estimated Project Cost Recovery Date Accept Feasibility Study, Order Public Hearing, Authorize Preparation of Plans & Specifications Funding Source Total Amount % of Total Street Revitalization Fund 3/9/2020 $961,600 47% Special Benefit Assessments 4/3/2020 $765,900 38% Sanitary Sewer Fund 4/27/2020 $86,400 4% Environmental Utility Fund November 2020 $159,500 8% W.A.C. Fund $58,600 3% Total Estimated Project Funding: $2,032,000 100% 9.0 PROJECT SCHEDULE The following schedule may be implemented, should it be determined to proceed with the project: Project Milestone Date Accept Feasibility Study, Order Public Hearing, Authorize Preparation of Plans & Specifications 1/13/2020 Public Hearing & Order Improvement 2/24/2020 Approve Plans and Specifications, Authorize Advertisement for Bids, Authorize Preparation of Assessment Roll 3/9/2020 Accept Assessment Roll & Order Assessment Hearings 3/23/2020 Bid Opening 4/3/2020 Assessment Hearing, Award Contract 4/13/2020 Adopt Assessment Roll 4/27/2020 Begin Construction Ma /June 2020 Assessments Certified to Ramsey County November 2020 Complete Construction October 2020 10.0 CONCLUSIONS AND RECOMMENDATION Based upon the analysis completed as part of this report, the proposed Schaller Area Pavement Rehabilitation Project (City Project 19-11) is feasible, necessary, and cost effective from an engineering stand point. The proposed improvements are necessary to maintain the City's infrastructure and quality of life for neighborhood residents. It is therefore recommended that: 1. If the City Council deems the project feasible, a public hearing should be held as soon as possible. 2. The proposed improvements should be constructed as outlined in this report. 3. The cost of the improvements will be recovered through assessments to the benefiting properties, along with enterprise utility funds and gas franchise fee contributions as outlined in this report. 0 Packet Page Number 294 of 452 Fill »4kiIQI:I_1 EXHIBITS 10 J3, Attachment 3 Packet Page Number 295 of 452 J6, Httacnment 6 KING // ST. '/ �' "� o GOLF MAI LAND CIR. O COURSE 0 CC) Vista Hills Z 1. CRESTVIEW Mailand FOREST TEAK- Q O Park Park _:J DR. WOOD O (y 3:F--1 2' 2. DEER RIDGE w TEAKWOOD DR. LN. CT. o C/) Y OAKRIDGE DR. Q 3 w HILLWOOD `'� z pQ u� 2. O�� � DR. HIL �K� U 1 . � SPR//V QS/p 6- lp�E Cr LINWOOD R• �v� � AVE. DAH L H OPL AVE. �INw0pp CT. pP�`�'� �ih L=--� H AVE• PROMONTORY -J Q��p C1>1 w APPPa k od 2 F- Cn TIMBER WHITE OAK TIMBER o 39: = o wBER w C� Q SGNPLLER DR. CIR. c� o TIM Cn Z o z , w AVE Q 11�f PHYLIS CT. g � DR W VALLEY F,� VIEW ��' 3 VALLEY VIEW AVE. REpp�N AV. 1. C U R R I E CT. CSR. E 2. VALLEY VIEW CT. 74 1 U 2• 3. LAKEWOOD CT. Cnn Cl) V) AVE. 1 1 HIGHWOOD AVE. cC/) Q w v' ~ MgMIE o Z � MAMIE AVE a O� AVE. cn O J I z wLIJ LJ O Li g MP���• NQEMITZ z J 00 O Q L.LJ NEMITZ ST. 0 Q:� AVE. 0 LLJ > �_ Cn SOUTHCREST SOU THCREST ^ ,T. � n, \\LLJPleasantview PROPOSED STREET IMPROVEMENT Schaller Area Pavement Rehabilitation Project Location Map City Project 19-11 Packet Page Number 296 of 452 C2,' Li Q z C2,' L U w� � U ' -DP BVLD RED PLS ER CIR. SNOWDRI -1 CIR. >� N 23 3 1 1 1 74 25 494 C 72 NO SCALE w BRAUN INTERTEC The Science You Build On. July 15, 2019 Steven Love, PE City of Maplewood 1830 County Road B E Maplewood, MN 55109 Re: Pavement Evaluations Schaller Area Pavement Rehabilitation Maplewood, Minnesota Dear Mr. Love: Braun Intertec Corporation 11001 Hampshire Avenue S Minneapolis, MN 55438 Project B1505679 A Attachment 3 Phone: 952.995.2000 Fax: 952.995.2020 Web: braunintertec.com We are pleased to present the findings of our visual evaluation, coring and hand auger borings for streets within the Schaller area in Maplewood, Minnesota. The purpose of our evaluation was to perform the described services and provide general recommendations for potential pavement maintenance or rehabilitation (mill and overlay, reclamation). These streets were part of our original "Gas Fee Project" evaluation for 2019, with field work performed in summer of 2015. Background Information and Assumptions Construction documents, plans, maintenance histories, or other information pertaining to pavement age and as -built conditions were not available for our review. However, the City of Maplewood provided us with Pavement Condition Index (PCI) scores for each segment of street within the maintenance area. We selected core and hand auger locations based on our initial review of these pavement surface conditions. Streets within the Schaller area are residential. We assume each will experience a maximum 50,000 equivalent single axle loads (ESALs) over a 20 -year design period. Pavement Surface Condition Assessment In July of 2015, we performed a qualitative visual survey of the condition of the bituminous pavement surface on streets within the Schaller pavement maintenance area. Our general observations of conditions are described in the following section; recommendations for rehabilitation are included in the Repair Recommendations section below. A reading of the condition descriptions should account for the four year lapse in time from our observations to this report. We use the following qualitative descriptors for pavement surface condition based on ASTM D6433-07 (Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys). ■ 86 to 100 (Good) ■ 71 to 85 (Satisfactory) ■ 56 to 70 (Fair) ■ 41 to 55 (Poor) ■ 26 to 40 (Very Poor) Packet Page Number 298 of 452 A Attachment 3 ■ 11 to 25 (Serious) ■ 0 to 10 (Failed) Table 1. Pavement Surface Conditions Packet Page Number 299 of 452 PCI from 2015 Street Termini (Description) General Condition Notes Lakewood Ct. Cul-de-sac to 20 (Serious) Schaller Dr. r Dr. Potholes, raveling, fatigue cracks Lakewood Dr. Schaller 23 (Serious) Timber Ave. Marnie Cir. Schaller Dr. to 50 (Poor) Sealcoat raveling, linear cracks, some potholes Cul-de-sac O'Day St. Schaller Dr. to 38 (Very Poor) Potholes, depressions, linear/thermal cracks Cul-de-sac Highwood Ave. Schaller Dr. to Valley View 33 (Very Poor) Ave. Valley View Schaller Dr. Ave. to 22 (Serious) Potholes, block cracks, edge cracks, fatigue failures Lakewood Dr. Lakewood Dr. Schaller Dr. to Crestview 32 (Very Poor) Dr. Schaller Dr. Crestview Dr. 59 (Fair) to Marnie Cir. Edge cracks, raveling, sealcoat raveling, linear cracks Schaller Dr. Marnie Cir. to 61 (Fair) Sterling St. Schaller Dr. Sterling St. to 12 (Serious) O'Day St. Block cracks, fatigue cracks, widespread raveling and Schaller Dr. O'Day St. to 14 (Serious) Ferndale St. potholes, edge cracks Schaller Dr. Ferndale St. to 17 (Serious) Dead End Timber Ave. Crestview Dr. 54 (Poor) Raveling, edge failures to Cul-de-sac Schaller Dr. to 75 Crestview Dr. Timber Ave. (Satisfactory) Potholes, raveling, linear cracks Timber Ave. to 77 Crestview Dr. Ring Rd. (Satisfactory) Currie Ct. Highwood Ave. 34 (Very Poor) Linear cracks, potholes to Cul-de-sac Dahl Ave. McKnight Rd. 11 (Serious) to Dahl Ct. Severe fatigue cracks, potholes, linear cracks, edge failures Dahl Ct. to Dahl Ave. 15 (Serious) Dorland Rd. Packet Page Number 299 of 452 A Attachment 3 Photo 1 shows distresses that are common throughout the Schaller area. This included edge cracks and raveling with patches, potholes and linear cracks. Photo 1. Phylis Ct., Area 21 (PCI = 26 in 2015) Photo 2 shows conditions on the poorer portions of Schaller Drive, which had some of the lowest PCI scores in the maintenance area. Visible in the photo are numerous distresses including large-scale skin patches, raveling and cracks at the curb line, potholes, linear cracks and other signs of pavement failure. These conditions have likely become much more severe in the four years since they were documented for this report. Packet Page Number 300 of 452 PCI from 2015 Street Termini (Description) General Condition Notes Dorland Rd. to Dahl Ave. 20 (Serious) Cul-de-sac Dorland Rd. Cul-de-sac to 25 (Serious) Wheelpath potholes and fatigue failures, linear cracks Dahl Ave. Cul-de-sac to Dahl Ct. 7 (Failed) Block/fatigue cracks, potholes and patches Dahl Ave. McKnight Rd. Phylis Ct. 26 (Very Poor) Block cracks, potholes to Cul-de-sac McKnight Rd. Timber Tr. 57 (Fair) Sealcoat raveling, edge failures/patches to Cul-de-sac Linwood Ave. Linwood Ct. 27 (Very Poor) Sealcoat raveling, fatigue cracks, edge failures to Cul-de-sac Photo 1 shows distresses that are common throughout the Schaller area. This included edge cracks and raveling with patches, potholes and linear cracks. Photo 1. Phylis Ct., Area 21 (PCI = 26 in 2015) Photo 2 shows conditions on the poorer portions of Schaller Drive, which had some of the lowest PCI scores in the maintenance area. Visible in the photo are numerous distresses including large-scale skin patches, raveling and cracks at the curb line, potholes, linear cracks and other signs of pavement failure. These conditions have likely become much more severe in the four years since they were documented for this report. Packet Page Number 300 of 452 A Attachment 3 Photo 2. Schaller Drive, Area 18 (PCI = 17 in 2015) On other portions of Schaller Drive, however, conditions were markedly better than elsewhere in the improvement area. Photo 3 shows the area between Marnie Circle and Sterling Street, where the most common distresses are relatively minor linear cracks, some edge cracks and sealcoat raveling. 0 Packet Page Number 301 of 452 A Attachment 3 Photo 3. Schaller Drive, Area 15 (PCI = 61 in 2015) Photos taken throughout the Schaller area can be found attached to this report. Cores and Hand Augers Following our pavement condition evaluation and the selection of 17 exploration locations, our crew performed a limited subsurface investigation by extracting cores of the bituminous pavement and performed hand auger borings into the subgrade soils. The bituminous cores were assessed for material condition and measured for thickness. Below the bituminous layer, we penetrated the aggregate base layer with a hand auger probe to the top of the apparent subgrade soils. Locations of the cores and hand auger probes are shown in Figure 1. Figure 1. Core and Hand Auger Boring Locations (Map from Google Earth) Table 2 provides core location with street name, thickness information of the bituminous pavements and apparent aggregate base, reported PCI value, and general condition notes. Within the Schaller area, bituminous thickness varied widely, including many cores greater than 12 inches thick on Schaller Drive and Crestview in the central portion of the project. It was common for no aggregate base to be present below the pavements, although the underlying soils were often noted as granular. In the majority of pavement cores we observed pitting of the bituminous materials as noted in Table 2, often accompanied by substantial material loss and debonding. This condition is known as "stripping," Packet Page Number 302 of 452 A Attachment 3 which is the deterioration of the asphalt/aggregate bond in a bituminous pavement due to the presence of moisture. By definition, stripping typically begins at the bottom of the bituminous layer, where it may be in contact with saturated aggregate base or soil, and proceeds upward. Some low -severity stripping is common in bituminous pavements over time. Those that have stripped to moderate or severe degrees should typically not be considered candidates for rehabilitation methods where damaged portions of the pavement may be left in place, such as mill and overlay, as the diminished support could result in reduced pavement service life. Table 2. Pavement and Aggregate Base Summary Packet Page Number 303 of 452 Aggregate Bituminous Base Total Thickness Thickness Thickness Bituminous Core and Street Core # PCI Rating (inches) (inches)* (inches) Condition Notes (2015) Linwood Ct E 19-01 27 4 1/2 6 10 1/2 Moderate stripping throughout Debonded between Dahl Ave 19-02 11 3 1/2 N/A 3 1/2 lifts; moderate stripping in bottom lift Dahl Ct E 19-03 7 3 1/4 N/A 3 1/4 Low -severity stripping throughout Debonded sealcoat Dorland Rd S 19-04 25 5 121/2 17 1/2 and lifts, severe stripping Dahl Ave 19-05 20 5 1/2 5 10 1/2 Debonded lifts, severe stripping Timber Trail 19-06 57 6 1/2 10 161/2 Good condition Low to moderate Phylis Ct 19-07 26 4 N/A 4 severity stripping throughout Valley View 19-08 35 3 1/2 7 1/2 11 Good condition Ave E Currie Ct 19-09 34 3 1/2 6 9 1/2 Good condition 19-10 33 5 1/2 7 121/2 Severe stripping and Schaller Dr E loss, debonding 19-11 22 4 3 1/2 7 1/2 Lakewood Ct S 19-12 20 3 1/2 5 1/2 9 Debonding, material loss/severe stripping Lakewood Dr S 19-13 23 3 1/2 5 1/2 9 Low -severity stripping throughout Debonding and loss Schaller Dr E 19-14 59 14 N/A 14 at 5 inches; variable stripping Crestview Dr S 19-15 75 17 N/A 17 Limited core recovery Timber Ave E 19-16 54 15 1/4 N/A 15 1/4 Severe stripping and material loss Crestview Dr S 1 19-17 77 3 1/2 101/2 14 Severe stripping Packet Page Number 303 of 452 A Attachment 3 *"Aggregate base" does not imply conformance of the materials to a particular gradation or specification. Varying degrees of stripping in the bituminous cores are illustrated in Photos 3 through 5 below. '4D Aggregate Bituminous Base Total Thickness Thickness Thickness Bituminous Core and Street Core # PCI Rating (inches) (inches)* (inches) Condition Notes (2015) Severe stripping,debonding Crestview Dr S 19-18 77 4 10 14 Schaller Dr E 19-19 59 13 N/A 13 Variable stripping, debonding and loss Material loss/severe Marnie Cir 19-20 50 10 1/2 N/A 10 1/2 stripping of bottom 7 inches 19-21 61 17 1/2 N/A 17 1/2 Material loss and severe stripping Schaller Dr E 19-22 12 15 N/A 15 Material loss and severe stripping O'Day St S 19-23 38 4 6 1/2 10 1/2 Good condition 19-25 17 4 1/2 5 1/2 10 Severe stripping, Schaller Dr E debonding 19-26 17 4 1/4 5 1/4 9 1/2 *"Aggregate base" does not imply conformance of the materials to a particular gradation or specification. Varying degrees of stripping in the bituminous cores are illustrated in Photos 3 through 5 below. Photo 3. Core 19-06 (good condition) Packet Page Number 304 of 452 '4D Photo 3. Core 19-06 (good condition) Packet Page Number 304 of 452 e Photo 4. Core 19-14 (various degrees of stripping throughout core; portions not recovered) A Attachment 3 Photo 5. Core 19-16 (very poor recovery, high -severity stripping) The subgrade soils penetrated by our hand auger borings in the Schaller area were mostly granular and included poorly graded sand, poorly graded sand with silt and silty sand. Geologic information for the area suggests soils subgrade soils are generally sandy; however, penetration depths of the borings were limited and these soils may represent aggregate base layers or granular grading soils. Detailed logs of the hand auger borings are attached to this letter. Packet Page Number 305 of 452 A Attachment 3 Discussion and Repair Recommendations The PCI data provided by the City, coupled with our qualitative visual assessment of the pavement surfaces, indicates surface conditions ranging from Serious to Satisfactory within the Schaller project area. Raveling and potholes, repaired by numerous patches, were very common distresses. Block and fatigue cracks, edge cracks and severe linear cracks were also present. Pavement core material conditions often included severe stripping, debonding, and other signs of material failure. In thicker pavements, this was often severe enough to limit recovery of the materials from the coreholes. Our discussion of the viability of various repair options in light of the gathered data is presented below. Mill and Overlay (Partial -Depth) It does not appear the Schaller area is a candidate for partial -depth mill and overlay due to the advanced nature of distress on most of the streets. The numerous cracks will quickly reflect through to the surface and significantly reduce the expected life of the overlay. The often poor state of the bituminous materials will also make construction difficult and provide little structural support for the overlay layer. We therefore recommend considering more comprehensive repairs for the Schaller area as discussed below. In our opinion, this includes the areas of Schaller Drive and Crestview Drive where we noted substantial bituminous thicknesses and higher PCIS — ranging up to Fair and Satisfactory in 2015 -- than those of many other area streets. In general, the recovery in our cores in these areas was very poor, suggesting advanced stripping in underlying layers that will not be suitable for pavement support or will limit overlay service life. Mill and Overlay (Full -Depth) An intermediate alternative to partial -depth mill and overlay and deeper repairs such as reclamation or reconstruction is to mill the damaged and cracked bituminous layer to full depth. This alternative should be performed only in areas where there is at least 6 inches of existing aggregate base as indicated by previous plans or established through site exploration such as our hand auger borings. This would exclude portions of several streets, such as Dahl Avenue, Phylis Court and segments of Schaller Drive, where little to aggregate base was noted, though granular subgrades were present. If milling full depth in these areas, additional excavation would be necessary to accommodate a typical pavement section. In- place granular materials can be reused as aggregate base only if it can be confirmed they meet the required specifications. We also noted no distinct aggregate base on several of the street segments with very thick bituminous pavements (Schaller, Crestview) and removing the bituminous to full depth in these areas will require additional aggregate to bring pavements to existing grades. A somewhat reduced service life should be expected relative to repair options that include significant rework of the subgrade, such as reconstruction. Reclamation As shown in Table 2, pavement thicknesses and the presence and nature of aggregate base in the project area were both highly erratic. They were also sometimes exceptionally thick, such as on Schaller Drive, Packet Page Number 306 of 452 A Attachment 3 No aggregate base could be discerned on portions of Schaller Drive, Marnie Circle, Crestview Drive and Timber Avenue. These pavements may have been intended "full -depth" or "deep -strength" bituminous pavement, a practice previously more common in Minnesota. The lack of aggregate base will make reclamation difficult, though given the granular subgrades, it may be possible. This will require pre - milling to reduce the reclamation depth to approximately 12 inches. Elsewhere, depths vary and the contractor should make efforts to obtain as much material as possible while avoiding unsuitable subgrades. Some penetration into granular subgrades is acceptable. The established street geometry and urban sections will limit the raises in grade that can be accommodated, and we assume no changes in grade will be incorporated into the rehabilitated sections. We also understand the intention of the City is to leave the reclaimed material in place and remove it as needed to place the bituminous section. Although this approach will limit the amount of material reuse, it should still result in initial cost savings by reducing grading and removal activities. We recommend the following minimum section assuming minimum 8 -inch reclamation: ■ 4 inches SPWEA240C or SPWEB240C ■ 4 inches reclaimed aggregate base There will be some limitations to a reclamation. Damaged pavements with widespread fatigue cracking may not be properly pulverized by the initial reclamation process and could need several passes before a desirable and consistent aggregate is produced. Additionally, severely stripped pavements will be susceptible to moisture and can continue to deteriorate, reducing overall structural support provided by the aggregate base layer. A reduced pavement service life should be expected relative to processes that include widespread subgrade rework, such as reconstruction. The reduced total section thickness will also reduce pavement service life to some degree. Reconstruction Streets in the Schaller area with lower PCI values should be expected to encounter areas that will require full -depth correction of the subgrade, which may require an alternative pavement section for constructability and long-term performance. If any streets are reconstructed for reasons related to geometry, utility requirements or other reasons, we recommend the following pavement thicknesses and materials based on an assumed subgrade R -value of 30. ■ 3 1/2 inches SPWEA240C or SPWEB240C ■ 8 inches Class 5 or reclaimed aggregate base Reconstruction will typically be in service approximately 20 years before requiring another major rehabilitation (such as a mill and overlay). The 20 -year design life will require diligent pavement maintenance to be completed. This includes yearly or bi-yearly applications of crack seal, including cracks that will likely reflect through any overlay areas within the first year of service; bi-yearly patching near Packet Page Number 307 of 452 A Attachment 3 catch basins (if needed) and cleaning of catch basin outlets; and performing surface treatments (seal coat) at maximum intervals of five to seven years. Pavement Drainage In order to reduce moisture- and frost -related damaged to the pavements, we recommend placing perforated drain tile at low points along curb and around catch basins. This drain tile should extend at least 8 inches below the bottom of the aggregate base layer, be bedded in highly permeable aggregate and wrapped in a filter sock. On reclaimed sections, drain tile can be trenched into such areas following reclamation and prior to paving if desired. Edge cracking and utility cover damage were both common drainage -related distresses and suggest the targeted placement of drain tile would improve overall pavement performance. Subgrade Proofroll Upon exposure of subgrade materials (or aggregate base, in the case of a full -depth bituminous removal or reclamation), we recommend performing a proofroll with a loaded tandem -axle dump truck to determine if there are areas that are soft, wet or weak and in need of removal or further correction. Areas of subgrade that rut or deflect more than 2 inches should be subcut at least one foot, recompacted and backfilled with aggregate base, granular material (MnDOT 3149.261) or other engineered material, depending on the test outcome. We recommend limiting deflection and rutting on the surface of aggregate base to 1 inch or less. Packet Page Number 308 of 452 A Attachment 3 General Remarks This report is for the exclusive use of the parties to which it has been addressed. Without written approval, we assume no responsibility to other parties regarding this report. Our evaluation, analyses and recommendations may not be appropriate for other parties or projects. In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. We appreciate the opportunity to be of service to you for this pavement evaluation. If you have any questions about this letter, please contact Neil Lund at 952.995.2284. Sincerely, BRAUN INTERTEC CORPORATION Professional 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. Neil G. Lund, PE Senior Engineer License Number: 46212 July 15, 2019 Attachments: Site Photos Hand Auger Boring Logs Core Photos Descriptive Terminology of Soil Packet Page Number 309 of 452 J3. Attac Packet Page Number 310 of 452 hment 3 Attac 1.d�'s r � i � �.:_ �� � �✓.. .r arm �� �� ar __ .....-� '�- A, Photo #: 3 Project: B15-05679 Subject: Crestview Dr (3) Area 25 Location: Maplewood, MN Date: July 9, 2015 Photo #: 4 Project: B15-05679 Subject: Crestview Dr (4) Area 25 Location: Maplewood, MN Date: July 9, 2015 hment 3 Packet Page Number 311 of 452 ►GHUT Photo #: 5 Project: B15-05679 Subject: Curie Ct Area 24-1 Location: Maplewood, MN Date: July 9, 2015 Photo #: 6 Project: B15-05679 Subject: Dahl Ave (1) Area 16-1 Location: Maplewood, MN Date: July 9, 2015 Packet Page Number 312 of 452 hment 3 J3. Attac hment 3 Packet Page Number 313 of 452 v s= �t S • • • - B15-05679 • - Dahl • • •n: MaplewoodMN iRA11M Date: • , 2015 �,c"m 'W- o -+,tom` W' • • • - B15-05679 Subject:Dahl Ave (3) Area 17-1 • •n: MaplewoodMN aR�w� Date: hment 3 Packet Page Number 313 of 452 J3. Attac s �x Photo #: 9 Project: B15-05679 Subject: Dahl Ave (4) Area 18-1 Location: Maplewood, MN Date: July 9, 2015 LAL 1 '�„ wdA1FYs11La. � y Photo #: 10 Project: B15-05679 Subject: Dahl Ave (5) Area 18-1 Location: Maplewood, MN Date: July 9, 2015 Packet Page Number 314 of 452 hment 3 J3. Attac hment 3 Packet Page Number 315 of 452 Attac Photo #: 13 Project: B15-05679 Subject: Dorland Rd (1) Area 19 Location: Maplewood, MN Date: July 9, 2015 Photo #: 14 Project: B15-05679 Subject: Dorland Rd (2) Area 19 Location: Maplewood, MN Date: July 9, 2015 Packet Page Number 316 of 452 hment 3 J3. Attac hment 3 Packet Page Number 317 of 452 J3. Attachment 3 Photo #: 23 Project: B15-05679 Subject: Lakewood Ct Area 5 Location: Maplewood, MN Date: July 9, 2015 Photo #: 24 Project: B15-05679 Subject: Lakewood Dr (1) Area 6 Location: Maplewood, MN Date: July 9, 2015 Packet Page Number 318 of 452 Attac Photo #: 25 Project: B15-05679 Subject: Lakewood Dr (2) Area 6 Location: Maplewood, MN Date: July 9, 2015 �Y,IIIln �i{��nflry� � 111ti41�11i 1�1��141,' ,�,� hment 3 Packet Page Number 319 of 452 F—AHU • Photo #: 27 Project: B15-05679 Subject: Linwood Ct (2) Area 15-1 Location: Maplewood, MN Date: July 9, 2015 Photo #: 28 Project: B15-05679 Subject: Linwood Ct (3) Area 15-1 Location: Maplewood, MN Date: July 9, 2015 Packet Page Number 320 of 452 hment 3 R FTHU-T Photo #: 29 Project: B15-05679 Subject: Marnie Ct Area 7 Location: Maplewood, MN Date: July 9, 2015 Photo #: 30 Project: B15-05679 Subject: O'Day St Area 8 Location: Maplewood, MN Date: July 9, 2015 hnnent 3 Packet Page Number 321 of 452 J3. Attac » a ,G ,.t 4 Photo #: 31 Project: B15-05679 Subject: Phylis Ct (1) Area 21 Location: Maplewood, MN Date: July 9, 2015 { UK µ i Photo #: 32 Project: B15-05679 Subject: Phylis Ct (2) Area 21 Location: Maplewood, MN Date: July 9, 2015 Packet Page Number 322 of 452 hment 3 ►-Tigre Photo #: 34 Project: B15-05679 Subject: Schaller Dr (1) Area 11 Location: Maplewood, MN Date: July 9, 2015 hment 3 Packet Page Number 323 of 452 Attachment 3 Photo #: 35 Project: B15-05679 Subject: Schaller Dr (2) Area 12 Location: Maplewood, MN Date: July 9, 2015 Photo #: 36 Project: B15-05679 Subject: Schaller Dr (3) Area 12 Location: Maplewood, MN Date: July 9, 2015 Packet Page Number 324 of 452 J3. Attac hment 3 Packet Page Number 325 of 452 ►GHUT Photo #: 39 Project: B15-05679 Subject: Schaller Dr (6) Area 12 Location: Maplewood, MN Date: July 9, 2015 Photo #: 40 Project: B15-05679 Subject: Schaller Dr (7) Area 13 Location: Maplewood, MN Date: July 9, 2015 Packet Page Number 326 of 452 hment 3 J3, Attac Photo #: 41 Project: B15-05679 Subject: Schaller Dr (8) Area 13 Location: Maplewood, MN Date: July 9, 2015 Photo #: 42 Subject: Schaller Dr (9) Area 14 Location: Maplewood, MN Date: July 9, 2015 Project: B15-05679 hment 3 Packet Page Number 327 of 452 MUM Photo #: 43 Project: B15-05679 Subject: Schaller Dr (10) Area 14 Location: Maplewood, MN Date: July 9, 2015 Photo #: 44 Project: B15-05679 Subject: Schaller Dr (11) Area 15 Location: Maplewood, MN Date: July 9, 2015 Packet Page Number 328 of 452 hment 3 Attac Photo #: 45 Project: B15-05679 Subject: Schaller Dr (12) Area 15 Location: Maplewood, MN Date: July 9, 2015 Photo #: 46 Project: B15-05679 Subject: Schaller Dr (13) Area 16 Location: Maplewood, MN Date: July 9, 2015 hment 3 Packet Page Number 329 of 452 ►_[huT: Photo #: 47 Project: B15-05679 Subject: Schaller Dr (14) Area 16 Location: Maplewood, MN Date: July 9, 2015 MEMO Photo #: 48 Project: B15-05679 Subject: Schaller Dr (15) Area 17 Location: Maplewood, MN Date: July 9, 2015 Packet Page Number 330 of 452 hment 3 Attac Photo #: 49 Subject: Schaller Dr (16) Area 18 Location: Maplewood, MN Date: July 9, 2015 Project: B15-05679 Photo #: 50 Project: B15-05679 Subject: Schaller Dr (17) Area 18 Location: Maplewood, MN Date: July 9, 2015 hment 3 Packet Page Number 331 of 452 J3. Attac Packet Page Number 332 of 452 hment 3 F-I"HuT Photo #: 53 Project: B15-05679 Subject: Timber Tr (1) Area 22 Location: Maplewood, MN Date: July 9, 2015 Photo #: 54 Project: B15-05679 Subject: Timber Tr (2) Area 22 Location: Maplewood, MN Date: July 9, 2015 hment 3 Packet Page Number 333 of 452 J3. Attac Packet Page Number 334 of 452 hment 3 ;JII-fHR-Ts x r` ,,Ffyy FF " Photo #: 57 Project: B15-05679 Subject: Valley View Ave (1) Area 1 Location: Maplewood, MN Date: July 9, 2015 Photo #: 58 Project: B15-05679 Subject: Valley View Ave (2) Area 1 Location: Maplewood, MN Date: July 9, 2015 hment 3 Packet Page Number 335 of 452 J3. Attac Packet Page Number 336 of 452 hment 3 J3. Attac _ A A A m� 4� Nom= A � . Photo #: 1 Project: B15-05679 Subject: Core 19-1 Linwood Ct Area 15-1 Location: Maplewood, MN Date: July 9, 2015 o w' - m-% lg-2 Photo #: 2 Project: B15-05679 Subject: Core 19-2 Dahl Ave Area 16-1 Location: Maplewood, MN Date: July 9, 2015 hment 3 Packet Page Number 337 of 452 J3. Attac Packet Page Number 338 of 452 hment 3 w: _ A - C� fA �` 0--' V b . t r' r � i Photo #: 3 Project: B15-05679 Subject: Core 19-3 Dahl Ct Area 20 Location: Maplewood, MN Date: July 9, 2015 815-05679 19A Photo #: 4 Project: B15-05679 Subject: Core 19-4 Dorland Rd Area 19 Location: Maplewood, MN Date: July 9, 2015 Packet Page Number 338 of 452 hment 3 J3. Attac hment 3 Packet Page Number 339 of 452 a a—= LL= � n rn�= a _ m— a +y. ,wqX 4' Photo #: 5 Project: B15-05679 Subject: Core 19-5 Dahl Ave Area 18-1 Location: Maplewood, MN Date: July 9, 2015 N - W a - N _ m = N a � ,a 1. o- w� Photo #: 6 Project: B15-05679 Subject: Core 19-6 Timber Tr Area 22 Location: Maplewood, MN Date: July 9, 2015 hment 3 Packet Page Number 339 of 452 J3. Attac Packet Page Number 340 of 452 hment 3 m .A u A w A 1 10 AS 40 r1� .�" Photo #: 7 Project: B15-05679 .- �RAWM Date: • , 2015 r � � k Photo #: 8 Project: B15-05679 Subject:•19-8 Valley View Ave Area 1 Location: Maplewood, MN Date: • , 2015 Packet Page Number 340 of 452 hment 3 J3. Attac hment 3 Packet Page Number 341 of 452 a _ A m w~ Nom'= .w A. i Photo #: 9 Project: B15-05679 Subject: Core 19-9 Curie Ct Area 24-1 Location: Maplewood, MN Date: July 9, 2015 r s Photo #: 10 Project: B15-05679 Subject: Core 19-10 Schaller Dr Area 11 Location: Maplewood, MN Date: July 9, 2015 hment 3 Packet Page Number 341 of 452 hment 3 Photo #: 11 Project: B15-05679 Subject: Core 19-11 Schaller Dr Area 12 Location: Maplewood, MN Date: July 9, 2015 Photo #: 12 Project: B15-05679 Subject: Core 19-12 Lakewood Ct Area 5 Location: Maplewood, MN Date: July 9, 2015 Packet Page Number 342 of 452 J3. Attac a CD m" to _ o� w ; u a ., Y — Photo #: 13 Project: B15-05679 Subject: Core 19-13 Lakewood Dr Area 6 Location: Maplewood, MN Date: July 9, 2015 V �.T a,1 P. 40 • i u tr Y Y Photo #: 14 (complete core not recovered/shown) Project: B15-05679 Subject: Core 19-14 Schaller Dr Area 13 Location: Maplewood, MN Date: July 9, 2015 hment 3 Packet Page Number 343 of 452 J3. Attac A —N p`e UI a�= m� CD rn" Photo #: 15 (complete core not recovered/shown) Project: B15-05679 Subject: Core 19-15 Crestview Dr Area 24 Location: Maplewood, MN Date: July 9, 2015 t N _ n r, 81`>-05679 n --I6 PPW Photo #: 16 (complete core not recovered/shown) Project: B15-05679 Subject: Core 19-16 Timber Ave Area 23 Location: Maplewood, MN Date: July 9, 2015 Packet Page Number 344 of 452 hment 3 J3. Attac hment 3 Packet Page Number 345 of 452 19.7 Photo #: 17 Project: B15-05679 Subject: Core 19-17 Crestview Dr Area 25 Location: Maplewood, MN Date: July 9, 2015 m P JAS - '. L sfr .. .�vry 4 �.� •�4 Photo #: 18 Project: B15-05679 Subject: Core 19-18 Crestview Dr Area 25 Location: Maplewood, MN Date: July 9, 2015 hment 3 Packet Page Number 345 of 452 J3. Attac Packet Page Number 346 of 452 hment 3 - o= u .S II 1, k. k' y'. ".. 4 5 r Photo #: 19 (complete core not recovered/shown) Project: B15-05679 Subject: Core 19-19 Schaller Dr Area 14 Location: Maplewood, MN Date: July 9, 2015 A J. tr O _ 'a f u .w> f p Photo #: 20 (complete core not recovered/shown) Project: B15-05679 Subject: Core 19-20 Marnie Ct Area 7 Location: Maplewood, MN Date: July 9, 2015 Packet Page Number 346 of 452 hment 3 J3. Attac hment 3 Packet Page Number 347 of 452 - N c —r - N m - N i mV a -.F N Ate+ Ory v 0�+ f k �m .� Photo #: 21 (complete core not recovered/shown) Project: B15-05679 Subject: Core 19-21 Schaller Dr Area 15 Location: Maplewood, MN Date: July 9, 2015 m € CO o ca ra Photo #: 22 (complete core not recovered/shown) Project: B15-05679 Subject: Core 19-22 Schaller Dr Area 16 Location: Maplewood, MN Date: July 9, 2015 hment 3 Packet Page Number 347 of 452 J3. Attac Packet Page Number 348 of 452 hment 3 o- a = w'- N ti- a "y � � n u WM�"myYs ► .. Photo #: 23 Project: B15-05679 Subject: Core 19-23 O'Day St Area 8 Location: Maplewood, MN Date: July 9, 2015 [Area removed from project] Photo #: 24 Project: B15-05679 Subject: [Area removed from project] Location: Maplewood, MN Date: July 9, 2015 Packet Page Number 348 of 452 hment 3 J3. Attac 915-05679 19-25 .Odka Photo #: 25 Project: B15-05679 Subject: Core 19-25 Schaller Dr Area 18 Location: Maplewood, MN Date: July 9, 2015 n-: I µ � Photo #: 26 Project: B15-05679 Subject: Core 19-26 Schaller Dr Area 18 Location: Maplewood, MN Date: July 9, 2015 hment 3 Packet Page Number 349 of 452 BRAUN' I NTE RTEC J3, Attachment 3 LOG OF BORING Braun Project B1505679 BORING: 19_01 Coring/Pavement Evaluation Maplewood Gas Fee Projects 2016-2020 LOCATION: See attached sketch. Various City Streets Maplewood, Minnesota DRILLER: J. Cook METHOD: Hand Auger DATE: 7/13/15 SCALE: 1" = 4' Depth feet ASTM Description of Materials BPF WL Tests or Notes 0.0 Symbol (ASTM D2488 or D2487) 0 8 PT 4" bituminous over 6" aggregate base. 1.7 SP- SM .`::.: • POORLY GRADED SAND with SILT, brown, moist. END OF BORING. Boring then backfilled. 81505679 Packet Page Number 350 of 452 Braun Intertec Corporation 19-01 page 1 of 1 BRAUN' I NTE RTEC J3, Attachment 3 LOG OF BORING Braun Project B1505679 BORING: 19_02 Coring/Pavement Evaluation Maplewood Gas Fee Projects 2016-2020 LOCATION: See attached sketch. Various City Streets Maplewood, Minnesota DRILLER: J. Cook METHOD: Hand Auger DATE: 7/13/15 SCALE: 1" = 4' Depth feet ASTM Description of Materials BPF WL Tests or Notes 0.0 Symbol (ASTM D2488 or D2487) PAV :.• • :: 3 1/2" bituminous - no aggregate base encountered (bituminous broken).. — SP- POORLY GRADED SAND with SILT, fine-grained, trace of Gravel, brown, moist. 2.0 SM END OF BORING. Boring then backfilled. 81505679 Braun Intertec Corporation 19-02 page 1 of 1 Packet Page Number 351 of 452 BRAUN' I NTE RTEC J3, Attachment 3 LOG OF BORING Braun Project B1505679 BORING: 19-03 Coring/Pavement Evaluation Maplewood Gas Fee Projects 2016-2020 LOCATION: See attached sketch. Various City Streets Maplewood, Minnesota DRILLER: J. Cook METHOD: Hand Auger DATE: 7/13/15 SCALE: 1" = 4' Depth feet ASTM Description of Materials BPF WL Tests or Notes 0.0 Symbol (ASTM D2488 or D2487) 03 PAV :.• • .` 3 1/4" bituminous - no aggregate suspected. — 1.2 SP- SM POORLY GRADED SAND with SILT, fine-grained, trace of Gravel, moist, brown. 2.1 SM SILTY SAND, fine-grained, moist, brown. END OF BORING. Boring then backfilled. 81505679 Packet Page Number 352 of 452 Braun Intertec Corporation 19-03 page 1 of 1 BRAUN' I NTE RTEC J3, Attachment 3 LOG OF BORING Braun Project B1505679 BORING: 19-04 Coring/Pavement Evaluation Maplewood Gas Fee Projects 2016-2020 LOCATION: See attached sketch. Various City Streets Maplewood, Minnesota DRILLER: J. Cook METHOD: Hand Auger DATE: 7/13/15 SCALE: 1" = 4' Depth feet ASTM Description of Materials BPF WL Tests or Notes 0.0 Symbol (ASTM D2488 or D2487) PAV 5" bituminous over 12 1/2" aggregate base (bituminous broken). 1.5 REFUSAL OF AUGER AT 1 1/2 FEET. Boring then backfilled. 81505679 Braun Intertec Corporation 19-04 page 1 of 1 Packet Page Number 353 of 452 BRAUN' I NTE RTEC J3, Attachment 3 LOG OF BORING Braun Project B1505679 BORING: 19-05 Coring/Pavement Evaluation Maplewood Gas Fee Projects 2016-2020 LOCATION: See attached sketch. Various City Streets Maplewood, Minnesota DRILLER: J. Cook METHOD: Hand Auger DATE: 7/13/15 SCALE: 1" = 4' Depth feet ASTM Description of Materials BPF WL Tests or Notes 0.0 Symbol (ASTM D2488 or D2487) 0.9 PAV 5 1/2" bituminous over 5" aggregate base (bituminous broken). _ 1.6 SM .` :• SILTY SAND, fine-grained, brown, moist. END OF BORING. Boring then backfilled. 81505679 Packet Page Number 354 of 452 Braun Intertec Corporation 19-05 page 1 of 1 BRAUN' I NTE RTEC J3, Attachment 3 LOG OF BORING Braun Project B1505679 BORING: 19-06 Coring/Pavement Evaluation Maplewood Gas Fee Projects 2016-2020 LOCATION: See attached sketch. Various City Streets Maplewood, Minnesota DRILLER: J. Cook METHOD: Hand Auger DATE: 7/13/15 SCALE: 1" = 4' Depth feet ASTM Description of Materials BPF WL Tests or Notes 0.0 Symbol (ASTM D2488 or D2487) PAV 6 1/2" bituminous over 10 1/2" aggregate base. 1.4 REFUSAL OF AUGER AT 1.4 FEET. Boring then backfilled. 81505679 Braun Intertec Corporation 19-06 page 1 of 1 Packet Page Number 355 of 452 BRAUN' I NTE RTEC J3, Attachment 3 LOG OF BORING Braun Project B1505679 BORING: 19_07 Coring/Pavement Evaluation Maplewood Gas Fee Projects 2016-2020 LOCATION: See attached sketch. Various City Streets Maplewood, Minnesota DRILLER: J. Cook METHOD: Hand Auger DATE: 7/13/15 SCALE: 1" = 4' Depth feet ASTM Description of Materials BPF WL Tests or Notes 0.0 Symbol (ASTM D2488 or D2487) 03 PAV :.• • 4" bituminous - no aggregate base encountered. 1.5 SP- SM POORLY GRADED SAND with SILT, trace of Gravel and Clay lenses, brown, moist. END OF BORING. Boring then backfilled. 81505679 Packet Page Number 356 of 452 Braun Intertec Corporation 19-07 page 1 of 1 BRAUN' I NTE RTEC J3, Attachment 3 LOG OF BORING Braun Project B1505679 BORING: 19_08 Coring/Pavement Evaluation Maplewood Gas Fee Projects 2016-2020 LOCATION: See attached sketch. Various City Streets Maplewood, Minnesota DRILLER: J. Cook METHOD: Hand Auger DATE: 7/13/15 SCALE: 1" = 4' Depth feet ASTM Description of Materials BPF WL Tests or Notes 0.0 Symbol (ASTM D2488 or D2487) 0.9 3 1/2" bituminous over 7 1/2" aggregate base. 1.5 7PAV .`::.: • POORLY GRADED SAND with SILT, fine-grained, trace of Gravel, brown, moist. END OF BORING. Boring then backfilled. 81505679 Braun Intertec Corporation 19-08 page 1 of 1 Packet Page Number 357 of 452 BRAUN' I NTE RTEC J3, Attachment 3 LOG OF BORING Braun Project B1505679 BORING: 19_09 Coring/Pavement Evaluation Maplewood Gas Fee Projects 2016-2020 LOCATION: See attached sketch. Various City Streets Maplewood, Minnesota DRILLER: J. Cook METHOD: Hand Auger DATE: 7/13/15 SCALE: 1" = 4' Depth feet ASTM Description of Materials BPF WL Tests or Notes 0.0 Symbol (ASTM D2488 or D2487) 0 8 PT 3 1/2" bituminous over 6" aggregate base. 1.7 SP- SM .`::.: • POORLY GRADED SAND with SILT, trace of Gravel and Clay lenses, brown moist. END OF BORING. Boring then backfilled. B1505679 Packet Page Number 358 of 452 Braun Intertec Corporation 19-09 page 1 of 1 BRAUN' I NTE RTEC J3, Attachment 3 LOG OF BORING Braun Project B1505679 BORING: 19_10 Coring/Pavement Evaluation Maplewood Gas Fee Projects 2016-2020 LOCATION: See attached sketch. Various City Streets Maplewood, Minnesota DRILLER: J. Cook METHOD: Hand Auger DATE: 7/13/15 SCALE: 1" = 4' Depth feet ASTM Description of Materials BPF WL Tests or Notes 0.0 Symbol (ASTM D2488 or D2487) PAV 5 1/2" bituminous over 7" aggregate base (bituminous crumbled). 1.0 1-3 SM SILTY SAND, fine-grained, brown, moist. END OF BORING. Boring then backfilled. 81505679 Braun Intertec Corporation 19-10 page 1 of 1 Packet Page Number 359 of 452 BRAUN' I NTE RTEC J3, Attachment 3 LOG OF BORING Braun Project B1505679 Coring/Pavement Evaluation Maplewood Gas Fee Projects 2016-2020 Various City Streets Maplewood, Minnesota BORING: 19-11 LOCATION: See attached sketch. DRILLER: J. Cook METHOD: Hand Auger DATE: 7/13/15 SCALE: 1" = 4' Depth feet 0.0 ASTM Symbol Description of Materials (ASTM D2488 or D2487) BPF WL Tests or Notes 0.6 bituminous over 3 1/2" aggregate base (bituminous crumbles). 774" SILTY SAND, trace of Gravel, brown, moist. 1-4 SILTY SAND, trace of Gravel, grayish -brown. moist. END OF BORING. Boring then backfilled. 81505679 Packet Page Number 360 of 452 Braun Intertec Corporation 19-11 page 1 of 1 BRAUN' I NTE RTEC J3, Attachment 3 LOG OF BORING Braun Project B1505679 BORING: 19-12 Coring/Pavement Evaluation LOCATION: See attached sketch. Maplewood Gas Fee Projects 2016-2020 Various City Streets Maplewood, Minnesota DRILLER: J. Cook METHOD: Hand Auger DATE: 7/13/15 SCALE: 1" = 4' Depth feet ASTM Description of Materials BPF WL Tests or Notes 0.0 Symbol (ASTM D2488 or D2487) 0.8 PAV 3 1/2" bituminous over 5 1/2" aggregate base (bituminous broken). 1.3 SM .` SILTY SAND, brown, moist. REFUSAL OF AUGER AT 1.3 FEET. Boring then backfilled. 81505679 Braun Intertec Corporation 19-12 page 1 of 1 Packet Page Number 361 of 452 BRAUN' I NTE RTEC J3, Attachment 3 LOG OF BORING Braun Project B1505679 BORING: 19-13 Coring/Pavement Evaluation LOCATION: See attached sketch. Maplewood Gas Fee Projects 2016-2020 Various City Streets Maplewood, Minnesota DRILLER: J. Cook METHOD: Hand Auger DATE: 7/13/15 SCALE: 1" = 4' Depth feet ASTM Description of Materials BPF WL Tests or Notes 0.0 Symbol (ASTM D2488 or D2487) 0.8 PAV 3 1/2" bituminous over 5 1/2" aggregate base. 1.4 SM .` :• SILTY SAND, fine-grained, brown, moist. END OF BORING. Boring then backfilled. 81505679 Packet Page Number 362 of 452 Braun Intertec Corporation 19-13 page 1 of 1 BRAUN' I NTE RTEC J3, Attachment 3 LOG OF BORING Braun Project B1505679 BORING: 19_14 Coring/Pavement Evaluation Maplewood Gas Fee Projects 2016-2020 LOCATION: See attached sketch. Various City Streets Maplewood, Minnesota DRILLER: J. Cook METHOD: Hand Auger DATE: 7/13/15 SCALE: 1" = 4' Depth feet ASTM Description of Materials BPF WL Tests or Notes 0.0 Symbol (ASTM D2488 or D2487) PAV 14" bituminous - not aggregate base encountered, (bituminous _ 1.2 broken). REFUSAL OF AUGER AT 1.2 FEET. Boring then backfilled. 81505679 Braun Intertec Corporation 19-14 page 1 of 1 Packet Page Number 363 of 452 BRAUN' I NTE RTEC J3, Attachment 3 LOG OF BORING Braun Project B1505679 BORING: 19_15 Coring/Pavement Evaluation Maplewood Gas Fee Projects 2016-2020 LOCATION: See attached sketch. Various City Streets Maplewood, Minnesota DRILLER: J. Cook METHOD: Hand Auger DATE: 7/13/15 SCALE: 1" = 4' Depth feet ASTM Description of Materials BPF WL Tests or Notes 0.0 Symbol (ASTM D2488 or D2487) PAV 17" bituminous - no aggregate base encountered, (bituminous _ 1.1 broken). 1.9 SIP POORLY GRADED SAND, fine-grained, trace of Gravel, brown, moist. END OF BORING. Boring then backfilled. 81505679 Packet Page Number 364 of 452 Braun Intertec Corporation 19-15 page 1 of 1 BRAUN' I NTE RTEC J3, Attachment 3 LOG OF BORING Braun Project B1505679 BORING: 19-16 Coring/Pavement Evaluation Maplewood Gas Fee Projects 2016-2020 LOCATION: See attached sketch. Various City Streets Maplewood, Minnesota DRILLER: J. Cook METHOD: Hand Auger DATE: 7/13/15 SCALE: 1" = 4' Depth feet ASTM Description of Materials BPF WL Tests or Notes 0.0 Symbol (ASTM D2488 or D2487) 1/4" bituminous over (bituminous crumbled). 1.3 7PAV15 1.8 .` POORLY GRADED SAND with SILT, trace of Gravel, brown, moist. END OF BORING. Boring then backfilled. 81505679 Braun Intertec Corporation 19-16 page 1 of 1 Packet Page Number 365 of 452 BRAUN' I NTE RTEC J3, Attachment 3 LOG OF BORING Braun Project B1505679 BORING: 19_17 Coring/Pavement Evaluation Maplewood Gas Fee Projects 2016-2020 LOCATION: See attached sketch. Various City Streets Maplewood, Minnesota DRILLER: J. Cook METHOD: Hand Auger DATE: 7/13/15 SCALE: 1" = 4' Depth feet ASTM Description of Materials BPF WL Tests or Notes 0.0 Symbol (ASTM D2488 or D2487) PAV 3 1/2" bituminous over 10 1/2" aggregate base (bituminous 1.3 broken). 1.8 SP .` POORLY GRADED SAND, fine-grained, brown, moist. END OF BORING. Boring then backfilled. 81505679 Packet Page Number 366 of 452 Braun Intertec Corporation 19-17 page 1 of 1 BRAUN' I NTE RTEC J3, Attachment 3 LOG OF BORING Braun Project B1505679 Coring/Pavement Evaluation Maplewood Gas Fee Projects 2016-2020 Various City Streets Maplewood, Minnesota BORING: 19_18 LOCATION: See attached sketch. DRILLER: J. Cook METHOD: Hand Auger DATE: 7/13/15 SCALE: 1" = 4' Depth feet 0.0 ASTM Symbol Description of Materials (ASTM D2488 or D2487) BPF WL Tests or Notes — 1.2 PAV 4" bituminous over 10" aggregate base. SIP POORLY GRADED SAND, fine-grained, brown, moist. END OF BORING. Boring then backfilled. 81505679 Braun Intertec Corporation 19-18 page 1 of 1 Packet Page Number 367 of 452 BRAUN' I NTE RTEC J3, Attachment 3 LOG OF BORING Braun Project B1505679 BORING: 19_19 Coring/Pavement Evaluation Maplewood Gas Fee Projects 2016-2020 LOCATION: See attached sketch. Various City Streets Maplewood, Minnesota DRILLER: J. Cook METHOD: Hand Auger DATE: 7/13/15 SCALE: 1" = 4' Depth feet ASTM Description of Materials BPF WL Tests or Notes 0.0 Symbol (ASTM D2488 or D2487) 13" bituminous - no apparent aggregate base. 1.118 7PAV •.`::.:.POORLY GRADED SAND with SILT, fine-grained, trace of Gravel, brown, moist. END OF BORING. Boring then backfilled. B1505679 Packet Page Number 368 of 452 Braun Intertec Corporation 19-19 page 1 of 1 BRAUN' I NTE RTEC J3, Attachment 3 LOG OF BORING Braun Project B1505679 BORING: 19_20 Coring/Pavement Evaluation Maplewood Gas Fee Projects 2016-2020 LOCATION: See attached sketch. Various City Streets Maplewood, Minnesota DRILLER: J. Cook METHOD: Hand Auger DATE: 7/14/15 SCALE: 1" = 4' Depth feet ASTM Description of Materials BPF WL Tests or Notes 0.0 Symbol (ASTM D2488 or D2487) 0.9 10 1/2" bituminous - no apparent aggregate base. 1.5 7PAV .`::.: • POORLY GRADED SAND with SILT, fine-grained, trace of Gravel, brown, moist. END OF BORING. Boring then backfilled. 81505679 Braun Intertec Corporation 19-20 page 1 of 1 Packet Page Number 369 of 452 BRAUN' I NTE RTEC J3, Attachment 3 LOG OF BORING Braun Project B1505679 BORING: 19-21 Coring/Pavement Evaluation Maplewood Gas Fee Projects 2016-2020 LOCATION: See attached sketch. Various City Streets Maplewood, Minnesota DRILLER: J. Cook METHOD: Hand Auger DATE: 7/14/15 SCALE: 1" = 4' Depth feet ASTM Description of Materials BPF WL Tests or Notes 0.0 Symbol (ASTM D2488 or D2487) 17 1/2" bituminous - no apparent aggregate base. 1.5 7PAV 2.0 .` POORLY GRADED SAND with SILT, trace of Gravel, brown, moist. END OF BORING. Boring then backfilled. 81505679 Packet Page Number 370 of 452 Braun Intertec Corporation 19-21 page 1 of 1 BRAUN' I NTE RTEC J3, Attachment 3 LOG OF BORING Braun Project B1505679 BORING: 19.22 Coring/Pavement Evaluation Maplewood Gas Fee Projects 2016-2020 LOCATION: See attached sketch. Various City Streets Maplewood, Minnesota DRILLER: J. Cook METHOD: Hand Auger DATE: 7/14/15 SCALE: 1" = 4' Depth feet ASTM Description of Materials BPF WL Tests or Notes 0.0 Symbol (ASTM D2488 or D2487) bituminous - no apparent aggregate base. 1.3 7PAV15" 1.8 .` POORLY GRADED SAND with SILT, fine-grained, trace of Gravel, brown, moist. END OF BORING. Boring then backfilled. 81505679 Braun Intertec Corporation 19-22 page 1 of 1 Packet Page Number 371 of 452 BRAUN' I NTE RTEC J3, Attachment 3 LOG OF BORING Braun Project B1505679 BORING: 19.23 Coring/Pavement Evaluation Maplewood Gas Fee Projects 2016-2020 LOCATION: See attached sketch. Various City Streets Maplewood, Minnesota DRILLER: J. Cook METHOD: Hand Auger DATE: 7/14/15 SCALE: 1" = 4' Depth feet ASTM Description of Materials BPF WL Tests or Notes 0.0 Symbol (ASTM D2488 or D2487) 0.9 PAV 4" bituminous over 6 1/2" aggregate base. _ 13 SM SILTY SAND, fine-grained, trace of Gravel, brown, moist. END OF BORING. Boring then backfilled. 81505679 Packet Page Number 372 of 452 Braun Intertec Corporation 19-23 page 1 of 1 BRAUN' I NTE RTEC J3, Attachment 3 LOG OF BORING Braun Project B1505679 BORING: 19.25 Coring/Pavement Evaluation LOCATION: See attached sketch. Maplewood Gas Fee Projects 2016-2020 Various City Streets Maplewood, Minnesota DRILLER: J. Cook METHOD: Hand Auger DATE: 7/14/15 SCALE: 1" = 4' Depth feet ASTM Description of Materials BPF WL Tests or Notes 0.0 Symbol (ASTM D2488 or D2487) 0.8 777 tuminous over 5 1/2" aggregate base (bituminous broken). 1.3AND, fine-grained, brown, moist. BORING. Boring then backfilled. 81505679 Braun Intertec Corporation 19-25 page 1 of 1 Packet Page Number 373 of 452 BRAUN' I NTE RTEC J3, Attachment 3 LOG OF BORING Braun Project B1505679 BORING: 19.26 Coring/Pavement Evaluation LOCATION: See attached sketch. Maplewood Gas Fee Projects 2016-2020 Various City Streets Maplewood, Minnesota DRILLER: J. Cook METHOD: Hand Auger DATE: 7/14/15 SCALE: 1" = 4' Depth feet ASTM Description of Materials BPF WL Tests or Notes 0.0 Symbol (ASTM D2488 or D2487) 0.8 777 tuminous over 5 1/4" aggregate base. 1.3AND, fine-grained, brown, moist. BORING. Boring then backfilled. 81505679 Packet Page Number 374 of 452 Braun Intertec Corporation 19-26 page 1 of 1 BRAUN INTERTEC The Scienee You Build On. A. B. C. D. E. F. G. H. L. M. N. O. P. Q. Based on the material passing the 3 -inch (75 -mm) sieve. Iffield sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name. Gravels with 5 to 12% fines require dual symbols: GW -GM well -graded gravel with silt GW -GC well -graded gravel with clay GP -GM poorly graded gravel with silt GP -GC poorly graded gravel with clay Cu = Deo / D10 C, = (Dao)I / (Dl. x Deo) If soil contains >- 15% sand, add "with sand" to group name. If fines classify as CL -ML, use dual symbol GC -GM or SC -SM. If fines are organic, add "with organic fines" to group name. Sands with 5 to 12% fines require dual symbols: SW -SM well -graded sand with silt SW -SC well -graded sand with clay SP -SM poorly graded sand with silt SP -SC poorly graded sand with clay If soil contains >- 15% gravel, add "with gravel" to group name. If Atterberg limits plot in hatched area, soil is CL -ML, silty clay. If soil contains 15 to < 30% plus No. 200, add "with sand" or "with gravel", whichever is predominant. If soil contains >_ 30% plus No. 200, predominantly sand, add "sandy" to group name. If soil contains >_ 30% plus No. 200 predominantly gravel, add "gravelly" to group name. PI >- 4 and plots on or above "A" line. PI < 4 or plots below "A" line. PI plots on or above "A" line. PI plots below "A" line 60 so 0 40 x 30 U 20 6 For classification of fine-grained soils Criteria for Assigning Group Symbols and Boulders .............. Soil Classification Cobbles ................ Group Names Using LaboratoryTests" Group ° Symbol Group Name 11 to 30 BPF Gravels Clean Gravels C„>- 4 and I s C<< 3° GW Well -graded graveIr o (More than 50%oft (Less than 5%f nes ) Cu<4and/or (C<<lor C�>3)° GP Poorly graded gravelE No. 200 to No. 40 coarse fraction Gravels with Fines Fines classi as ML or MH GM Silty grave .on retained on No. 4 Fines Classifyas CL or CH GC Ere Clayey ravel v o � sieve) (Morethan 12%finest) e un 0 un Hard .......................... r pQ- > 4 tsf v r Sands Clean Sands C„>- 6 and 1 < C<< 3° SW Well -graded sand' o o« z m (50%or more coarse (Less than 5%fines") Cu<6and/or (C<<1 or C�>3)° SP Poorly graded sand' G fraction passes No.4 Sands with Fines Fines classify as ML or MH SM Silty sand rGi sieve) (More than 12%fines") Fines classify as CL or CH SC Clayey sandFG1 PI > 7 and plots on or above "A" line' CL Lean cla M'M Silts and Clays Inorganic MH oR OH (Liquid limit less than PI <4 or plots below "A" line' ML SIIt"m Liquid Limit -oven dried Organic clay rc L Mm h _ 50)Organic > v ML OR OL <0.75 Liquid Limit - not dried OL Organic silt rcLMo mE 64mM PI plots on or above "A"line CH Fat cla KLM m `o z Silts and Clays Inorganic KLM g (Liquid limit 50 or PI plots below "A" line MH Elastic silt Liquid Limit - oven dried Organic clay rc LME " more) Organic <0.75 I OH Liquid Limit -not dried Organic silt rcLMn Highly Organic Soils Primarily organic matter, dark in color, and organic odor PT Peat A. B. C. D. E. F. G. H. L. M. N. O. P. Q. Based on the material passing the 3 -inch (75 -mm) sieve. Iffield sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name. Gravels with 5 to 12% fines require dual symbols: GW -GM well -graded gravel with silt GW -GC well -graded gravel with clay GP -GM poorly graded gravel with silt GP -GC poorly graded gravel with clay Cu = Deo / D10 C, = (Dao)I / (Dl. x Deo) If soil contains >- 15% sand, add "with sand" to group name. If fines classify as CL -ML, use dual symbol GC -GM or SC -SM. If fines are organic, add "with organic fines" to group name. Sands with 5 to 12% fines require dual symbols: SW -SM well -graded sand with silt SW -SC well -graded sand with clay SP -SM poorly graded sand with silt SP -SC poorly graded sand with clay If soil contains >- 15% gravel, add "with gravel" to group name. If Atterberg limits plot in hatched area, soil is CL -ML, silty clay. If soil contains 15 to < 30% plus No. 200, add "with sand" or "with gravel", whichever is predominant. If soil contains >_ 30% plus No. 200, predominantly sand, add "sandy" to group name. If soil contains >_ 30% plus No. 200 predominantly gravel, add "gravelly" to group name. PI >- 4 and plots on or above "A" line. PI < 4 or plots below "A" line. PI plots on or above "A" line. PI plots below "A" line 60 so 0 40 x 30 U 20 6 For classification of fine-grained soils Particle Size Identification Boulders .............. over 12" Cobbles ................ 3" to 12" and fine -drained fraction of coarse-grained 11 to 30 BPF Coarse ............. 3/4" to 3" (19.00 mm to 75.00 mm) Fine ................. No. 4 to 3/4" (4.75 mm to 19.00 mm) soils. over 50 BPF Coarse .............. No. 10 to No. 4 (2.00 mm to 4.75 mm) Medium ........... No. 40 to No. 10 (0.425 mm to 2.00 mm) Fine .................. No. 200 to No. 40 Equation of"A"-line Horizontal at PI = 4 to LL = 25.5, �? No. 200 (0.075 mm) to .005 mm ��E <.005 mm 5 to 8 BPF .................. 1/2 to 1 tsf then PI = 0.73 (LL- 20) 9 to 15 BPF................. 1 to 2 tsf 4 16 to 30 BPF............... 2 to 4 tsf Hard .......................... r pQ- > 4 tsf Equation of"U" - line Vertical at LL = 16 to PI = 7, G' then PI = 0.9 (LL- 8) v r� r r MH oR OH - -c ML OR OL 64mM 10 7 0 0 10 16 20 30 40 50 60 70 uQUID UMrr (u.) DD Dry Density, pcf OC WD Wet Density, pcf qP P200 % Passing #200 sieve MC 80 9c 100 1.10 J3, Attachment 3 Descriptive Terminology of Soil Based on Standards ASTM D 2487-11/2488-09a (Unified Soil Classification System) Relative Proportions', M trace ............................. 0 to 5% little .............................. 6 to 14% with ..............................> 15% Inclusion Thicknesses lens ............................... 0 to 1/8" seam ............................. 1/8" to 1' layer .............................. over 1" Apparent Relative Density of Cohesionless Soils Veryloose ..................... Particle Size Identification Boulders .............. over 12" Cobbles ................ 3" to 12" Gravel 11 to 30 BPF Coarse ............. 3/4" to 3" (19.00 mm to 75.00 mm) Fine ................. No. 4 to 3/4" (4.75 mm to 19.00 mm) Sand over 50 BPF Coarse .............. No. 10 to No. 4 (2.00 mm to 4.75 mm) Medium ........... No. 40 to No. 10 (0.425 mm to 2.00 mm) Fine .................. No. 200 to No. 40 0 to 1 BPF................... (0.075 mm to 0.425 mm) Silt ........................ No. 200 (0.075 mm) to .005 mm Clay ...................... <.005 mm Relative Proportions', M trace ............................. 0 to 5% little .............................. 6 to 14% with ..............................> 15% Inclusion Thicknesses lens ............................... 0 to 1/8" seam ............................. 1/8" to 1' layer .............................. over 1" Apparent Relative Density of Cohesionless Soils Veryloose ..................... 0 to 4 BPF Loose ............................ 5 to 10 BPF Medium dense .............. 11 to 30 BPF Dense ............................ 31 to 50 BPF Very dense .................... over 50 BPF Consistency of Blows Approximate Unconfined Cohesive Soils Per Foot Compressive Strength Very soft ................... 0 to 1 BPF................... < 1/4 tsf Soft ........................... 2 to 4 BPF................... 1/4 to 1/2 tsf Medium .................... 5 to 8 BPF .................. 1/2 to 1 tsf Stiff ........................... 9 to 15 BPF................. 1 to 2 tsf Very Stiff ................... 16 to 30 BPF............... 2 to 4 tsf Hard .......................... over 30 BPF................ > 4 tsf Moisture Content: Dry: Absence of moisture, dusty, dry to the touch. Moist: Damp but no visible water. Wet: Visible free water, usually soil is below water table. Drilling Notes: BPF: Numbers indicate blows per foot recorded in standard penetration test, also known as "N" value. The sampler was set 6 inches into undisturbed soil below the hollow -stem auger. Driving resistances were then counted for second and third 6 -inch increments, and added to get BPF. Partial Penetration: If the sampler cannot be driven the full 12 inches beyond the initial 6 -inch set, the number of blows for that partial penetration is shown as "No./X" (i.e., 50/2"). If the sampler cannot be advanced beyond the initial 6 -inch set, the depth of penetration will be recorded in the Notes column as "No. to set X" (i.e., 50 to set 4"). WH: WH indicates the sampler penetrated soil under weight of hammer and rods alone; driving not required. WR: WR indicates the sampler penetrated soil under weight of rods alone; hammer weight and driving not required. WL: WL indicates the water level measured by the drillers either while drilling or following drilling. Laboratory Tests Organic content, % PL Plastic limit, % Pocket penetrometer strength LL Liquid limit, % Moisture conent, % PI Plasticity Index, % 1/2018 Packet Page Number 375 of 452 v C v z 0 A N Schaller Area Drainage Map, City Project 19-11 Viyun Ln Dani -MTt%-'71C• rn Ln 1'v ti¢yyr Tell Rd '" 0 1 '.. I. r. I, ..f 41 Blufflands S b -Watershed E November 6, 2019 Lakes & Wetlands = Manage C Subwatersheds Drainage Area Flow Manage A Sediment Pond 0 RWMWD Boundary Drainage Areas y Manage B s;, e E a L W D v 3 1:9,028 3 m 0 0.05 0.1 0.2 mi w 0 0.07 0.15 0.3 km Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, Schaller Area Pavement Rehabilitation Preliminary Cost Estimate Street and Utility Improvements Maplewood City Project, 19-11 J3, Attachment 3 STREET IEIVIS $ 655,171.80 TOTAL 1,648,986.25 2021.501 MOBILIZATION Estimated $100,000.00 Unit EST. EST. Item Description Unit I I I I Price I QTY. COST STREET IEIVIS $ 655,171.80 $ 1,648,986.25 2021.501 MOBILIZATION LS $100,000.00 1.00 $ 100,000.00 2104.503 REMOVE CONCRETE CURB & GUTTER L F $ 6.75 3718.00 $ 25,096.50 2104.504 REMOVE BITUMINOUS DRIVEWAY PAVEMENT S Y $ 8.75 175.00 $ 1,531.25 2104.504 REMOVE CONCRETE DRIVEWAY PAVEMENT /APRON MALK S Y $ 15.75 358.00 $ 5,638.50 2104.511 SAW BITUMINOUS PAVEMENT (FULL DEPTH) L F $ 2.75 521.00 $ 1,432.75 2105.507 SUBGRADE EXCAVATION (EV) C $ 20.00 519.00 $ 15,570.00 2105.607 ---------- -- -- --- - --- -- --- ------- - -- - - ---- SALVAGE, STOCKPILE, INSTALL RECLAIM -MATER A -L -(8'-'-D-E-PTH`) ----------------------------------------------------------------- ----- S -Y ----- - ---- -- 3.75 1700.00 $ 6,375.00 2123.610 ST REET SWEEPER (WITH PICKUP BROOM) HOUR $ 150.00 31.00 $ 4,650.00 2130.523 WATE R FOR DUST C0NTROL MGAL $ 2 6. 00 209.00 $ 5,434.00 2215.504 FULL DEPTH RECLAMATION S Y $ 3.50 46834.00 $ 163,919.00 2232.603 MILL BITUMINOUS SURFACE, 2.0" DEPTH 1 8" WIDE L F $ 3.00 521.00 $ 1,563.00 2232.504 M I_____LLB-I TU ") SY 1 1.75 9797.00 $ 17,144.75 --------- 2357.506 -MI -N -OU -S -SU -R -FACE -(-4-.0- ------------------------------------------------------------------------------------------------------- B1 MI N OUS MATERIAL_____IAL R ----- ------ GAL $ 1.00 4684.00 $ 4,684.00 -------- 2360.504 -TU -FO -TACK -C -OAT ---------------------------------------------------------------------------------------------- TYPE S PWEA230C BITUMINOUS WEARING AND NON -WEARING COURSE MIXTURE (2,C) ---- ----- TON - ---- $ 78.00 10131.00 $ 790,218.00 2360.504 TYPE S PWEA230L BITUMINOUS WEARING COURSE MIXTURE (2,L) T. THICK DRIVEWAY S Y $ 32.00 175.00 $ 5,600.00 2433.603 BITUMINOUS ROAD PAVEMENT CONTROL JOINT SAWAND SEAL LF $ 2.50 12042.00 $ 30,105.00 2502.503 6 PERFORATED DRAIN TUBING W ITH SOCK LF $ 31.25 850.00 $ 26,562.50 2531.503 CONCRETE CURB & GUTTER DESIGN B618, MODIFIED B618, D412, V6, RIBBON OR TRANSITION (HAND FORMED) L F 32.50 3718.00 $ 120,835.00 2531.504 6 CONCRETE DRIVEWAY PAVEMENT, RESIDENTIAL S Y 1 $ 75.75 358.00 $ 27,118.50 2531.504 6 PEDESTRIAN CURB RAMP SF $ 13.25 160.00 $ 2,120.00 2531.618 TRUNCATED DOM ES S F $ 58.00 32.00 $ 1,856.00 2563.601 TRAFFIC CONTR0L LS $ 30,000.00 1.00 $ 30,000.00 2573.501 EROSION CONTROL, CONTRACTOR'S PLAN INCLUDES BID ALTERNATIVES) LS $ 5,000.00 1.00 $ 5,000.00 2573.501 STORM DRAIN INLET PROTECTION L S $ 160.00 80.00 $ 12,800.00 2573.503 SEDIMENT C0NTROL LOG TYPE COMPOST L F $ 4.75 170.00. $ 807.50 2574.508 COMMERCIAL FERTILIZER,10-10-10 FOR SODDED/SEEDED AREAS (300 LBS/ACRE) LB $ 1,50 64,00 $ 96.00 - 2574.50-7 -------- - ----- ------- - - --- - ------ --- - ---- -- L-OAM-TOPS-0-1-L-BO-R-ROW,-(4DEPTH) --------------------------------------------------------------------------------------------------- ------ S -Y ----- - $ ------- 1033.00 $ 18,594. 1 00 ----------- -------- 2575.504 -- ------------------------------------------------------------------------------------------------------------------------------------------------- TURF E STAB I -I S H ME NT, SEED MIXTURE 25-131 (2 20 LB /ACRE) --------------- L B --- ------ -- $ 4.00 47.00 $ 188.00 2575.508 HYDRAULIC SOIL STABILIZER, TYPE 8, BONDED FIBER MATRIX BY $ 4.00 1033.00 $ 4,132.00 TOTAL = = $ 1,429,071.25 STORM SEWER 2104.502 REMOVE & DISPOSE OF STORM SEWER PIPE (ANY SIZE & TYPE) EACH $ 14.00 220.00 $ 3,080.00 2104.502 SALVAGE STORM SEWER CASTING EACH $ 210.00 13.00 $ 2,730.00 2104.502 REMOVE/ABANDON DRAINAGE STRUCTURE & SAL V CS TG. C B MH OR CB -MH) EACH $ 625.00 12.00 $ 7,500.00 2451.607 PIPE BEDDING MATERI AL FOR HDPE AND RCP STORM SEWER, PER STD PLATE 440 L F $ 6.00 220.00 $ 1,320.00 2503.503 12" RC PIPE SEWER CLASS I V L F $ 72.00 160.00 $ 11,520.00 2503.503 15" RC PIPE SEWER CLASS I V L F $ 76.00 60.00 $ 4,560.00 2506.602 GROUT CATCH BASIN OR MANHOLE EACH $ 300.00 16.00 $ 4,800.00 2506.502 CONSTRUCT DRAINAGE STRUCTURE, DESIGN 2 x 3' BOX EACH $ 2,000.00 4.00 $ 8,000.00 2506.502 CONST. DRAINAGE STIRUCTURE, DESIGN 48" CB/MH EACH $ 2,750.00 8.00 $ 22,000.00 2506.502 ADJUST STORM SEWER CASTING (ALL TYPES) EACH $ 425.00 52.00 $ 22,100.00 2506.502 FURNISH & INSTALL R 1 678-A FRAME & SOLID LID OR APPROVED EQUIV FOR STORM SEWER EACH $ 1,000.00 1.00 $ 1,000.00 2506.502 FURNISH & INSTALL R -3067-V FRAME & GRATE OR APPROVED EQ U IV FOR STORM SEWER EACH $ 1,000.00 13.00 $ 13,000.00 2503602 CONNECT TO EXISTING STORM SEWER STRUCTURE EACH $ 1,600.00 1.00 $ 1,600.00 i--T-------------J--N----------- ---------------------------------------------------------------------------------------------- E0NECTT0EX1STING STORMSEWERPIPE -----I---j[56�602 EACH T1E7 12.00 $ 12,000.00 TOTAL = $ 115,210.00 SANITARY SEWER SYSTEM 2506.502 FURNISH & INSTALL FRAME & R-1422-0015 LID FOR SANITARY SEWER R - 1 678- A EACH H $ 1,100.00 15.00 $ 16,500.00 -----------J------------- ��2�.502 -- -------------- -- --------------------------------------------- ADJUST SANITARY SEWER CASTING (ALL TYPES) --- ---- EACH ---- ---- I875.00 49.00 $ , 42,875.00 ------------- 1 2104.502 - - - -- -- ----- ------------------------------------------------------------------------------------ SALVAGE SANITARY SEWER CASTING --- --------- EACH $ 200.00 15.00 $ 3,000.00 TOTAL = $ 62,375.00 WATER SYSTEM 2504. 602 2 SERVICE ADJUST JUST STOP TOP BOX CURB EACH H $ 220.00 17.00 $ 3,740.00, - -------- 2504.602 - - - - - - - - - - ------------------------------------------------------------------------------------------------------ WATER UTILITY HOLE (EXCAVATE AND BACKFILL) ---- ---- EACH - ---- $ 1,900.00 1.00 $ 1,900.00 2504.602 REPAIR VALVE BOX EACH $ 800.00 21.00 $ 4,815.00 2504.602 ADJUST VALVE BOX EACH $ 450.00 49.00 $ 22,050.00 2504.602 REPLACE VALVE BOX EACH $ 1,500.00 4.00 $ 6,000.00 2506.521 FURNISH AND INSTALL CURB STOP CASTING ASSEMBLY IN PAVEMENT (STD PLATE D14) EACH $ 225.00 17.00 $ 3,825.00 TOTAL = $ 42,330.00 SUBTOTAL = $ 1,648,986.25 Subtotal $ 655,171.80 $ 1,648,986.25 + 10% Contingencies: $ 65,517.18 $ 164,898.63 Subtotal Estimated Construction Costs: $ 720,688.98 $ 1,813,884.88 + Estimated Easement Costs $ - $ - + 12.0% Geotechnical, Legal, and Fiscal Expenses: $ 86,482.68 $ 217,666.19 Total Estimated Project Costs: $ 807,171.66 $ 2,031,551.06 Packet Page Number 377 of 452 J3, Attachment 3 ParcellD SiteAddress Assessable Parcels Total Assessment 132822130056 873 ODAY ST S 1 $3,450.00 132822130057 865 ODAY ST S 1 $3,450.00 132822130058 857 ODAY ST S 1 $3,450.00 132822130059 2531 SCHALLER DR E 1 $3,450.00 132822130060 2539 SCHALLER DR E 1 $3,450.00 132822130061 2547 SCHALLER DR E 1 $3,450.00 132822130062 2555 SCHALLER DR E 1 $3,450.00 132822130063 2563 SCHALLER DR E 1 $3,450.00 132822130064 2571 SCHALLER DR E 1 $3,450.00 132822130065 2579 SCHALLER DR E 1 $3,450.00 132822130066 2587 SCHALLER DR E 1 $3,450.00 132822130067 2595 SCHALLER DR E 1 $3,450.00 132822130068 2603 SCHALLER DR E 1 $3,450.00 132822130069 2611 SCHALLER DR E 1 $3,450.00 132822130070 2610 SCHALLER DR E 1 $3,450.00 132822130071 2602 SCHALLER DR E 1 $3,450.00 132822130072 2594 SCHALLER DR E 1 $3,450.00 132822130073 2586 SCHALLER DR E 1 $3,450.00 132822130075 2528 SCHALLER DR E 1 $3,450.00 132822130076 2520 SCHALLER DR E 1 $3,450.00 132822130077 2512 SCHALLER DR E 1 $3,450.00 132822130081 2580 SCHALLER DR E 1 $3,450.00 132822130083 2504 SCHALLER DR E 1 $3,450.00 132822130087 858 ODAY ST S 1 $3,450.00 132822210003 2377 DAHL AVE E 1 $3,450.00 132822210007 2379 LINWOOD CT E 1 $3,450.00 132822210008 2389 LINWOOD CT E 1 $3,450.00 132822210009 2399 LINWOOD CT E 1 $3,450.00 132822210010 2409 LINWOOD CT E 1 $3,450.00 132822210011 2419 LINWOOD CT E 1 $3,450.00 132822210012 2431 LINWOOD CT E 1 $3,450.00 132822210013 2441 LINWOOD CT E 1 $3,450.00 132822210014 2450 LINWOOD CT E 1 $3,450.00 132822210015 2440 LINWOOD CT E 1 $3,450.00 132822210016 2430 LINWOOD CT E 1 $3,450.00 132822210017 2420 LINWOOD CT E 1 $3,450.00 132822210018 2410 LINWOOD CT E 1 $3,450.00 132822210019 2400 LINWOOD CT E 1 $3,450.00 132822210020 2390 LINWOOD CT E 1 $3,450.00 132822210025 840 CRESTVIEW DR S 1 $3,450.00 132822210026 830 CRESTVIEW DR S 1 $3,450.00 132822210027 820 CRESTVIEW DR S 1 $3,450.00 132822210028 810 CRESTVIEW DR S 1 $3,450.00 132822210029 800 CRESTVIEW DR S 1 $3,450.00 132822210030 790 CRESTVIEW DR S 1 $3,450.00 132822210031 780 CRESTVIEW DR S 1 $3,450.00 132822210032 781 CRESTVIEW DR S 1 $3,450.00 132822210033 1791 CRESTVIEW DR S 1 $3,450.00 132822210034 1801 CRESTVIEW DR S 1 $3,450.00 132822210035 1841 CRESTVIEW DR S 1 $3,450.00 Packet Page Number 378 of 452 J3, Attachment 3 132822220013 2263 DAHL AVE E 1 $3,450.00 132822220014 2271 DAHL AVE E 1 $3,450.00 132822220015 2279 DAHL AVE E 1 $3,450.00 132822220016 2287 DAHL AVE E 1 $3,450.00 132822220017 2295 DAHL AVE E 1 $3,450.00 132822220018 2303 DAHL AVE E 1 $3,450.00 132822220019 2311 DAHL AVE E 1 $3,450.00 132822220020 2319 DAHL AVE E 1 $3,450.00 132822220021 2308 DAHL CT E 1 $3,450.00 132822220022 2300 DAHL CT E 1 $3,450.00 132822220023 2298 DAHL CT E 1 $3,450.00 132822220024 2296 DAHL CT E 1 $3,450.00 132822220025 2294 DAHL CT E 1 $3,450.00 132822220026 2286 DAHL AVE E 1 $3,450.00 132822220027 2278 DAHL AVE E 1 $3,450.00 132822220028 2270 DAHL AVE E 1 $3,450.00 132822220029 2262 DAHL AVE E 1 $3,450.00 132822220033 2307 TIMBER TRL E 1 $3,450.00 132822220035 2321 TIMBER TRL E 1 $3,450.00 132822220036 2320 TIMBER TRL E 1 $3,450.00 132822220037 2314 TIMBER TRL E 1 $3,450.00 132822220038 2306 TIMBER TRL E 1 $3,450.00 132822220041 2321 DAHL AVE E 1 $3,450.00 132822220042 2331 DAHL AVE E 1 $3,450.00 132822220043 2341 DAHL AVE E 1 $3,450.00 132822220044 760 DORLAND RD S 1 $3,450.00 132822220045 770 DORLAND RD S 1 $3,450.00 132822220046 780 DORLAND RD S 1 $3,450.00 132822220047 790 DORLAND RD S 1 $3,450.00 132822220048 800 DORLAND RD S 1 $3,450.00 132822220049 810 DORLAND RD S 1 $3,450.00 132822220050 820 DORLAND RD S 1 $3,450.00 132822220051 765 DORLAND RD S 1 $3,450.00 132822220052 775 DORLAND RD S 1 $3,450.00 132822220053 799 DORLAND RD S 1 $3,450.00 132822220055 2360 DAHL AVE E 1 $3,450.00 132822220056 2366 DAHL AVE E 1 $3,450.00 132822220057 2372 DAHL AVE E 1 $3,450.00 132822220058 2380 DAHL AVE E 1 $3,450.00 132822220059 2383 DAHL AVE E 1 $3,450.00 132822220062 2359 DAHL AVE E 1 $3,450.00 132822220063 2353 DAHL AVE E 1 $3,450.00 132822220064 2347 DAHL AVE E 1 $3,450.00 132822220070 2380 LINWOOD CT E 1 $3,450.00 132822220074 2370 LINWOOD CT E 1 $3,450.00 132822220075 2360 LINWOOD CT E 1 $3,450.00 132822220077 830 DORLAND RD S 1 $3,450.00 132822220078 840 DORLAND RD S 1 $3,450.00 132822220079 1839 DORLAND RD S 1 $3,450.00 132822220080 1829 DORLAND RD S 1 $3,450.00 132822220081 1819 DORLAND RD S 1 $3,450.00 Packet Page Number 379 of 452 J3, Attachment 3 132822220084 2371 DAHL AVE E 1 $3,450.00 132822220085 811 CRESTVIEW DR S 1 $3,450.00 132822220086 821 CRESTVIEW DR S 1 $3,450.00 132822220087 831 CRESTVIEW DR S 1 $3,450.00 132822220088 2315 TIMBER TRL E 1 $3,450.00 132822230010 2264 PHYLIS CT E 1 $3,450.00 132822230011 2272 PHYLIS CT E 1 $3,450.00 132822230012 2280 PHYLIS CT E 1 $3,450.00 132822230013 2288 PHYLIS CT E 1 $3,450.00 132822230014 2296 PHYLIS CT E 1 $3,450.00 132822230015 2304 PHYLIS CT E 1 $3,450.00 132822230016 2312 PHYLIS CT E 1 $3,450.00 132822230017 2313 PHYLIS CT E 1 $3,450.00 132822230018 2305 PHYLIS CT E 1 $3,450.00 132822230019 2297 PHYLIS CT E 1 $3,450.00 132822230020 2289 PHYLIS CT E 1 $3,450.00 132822230021 2281 PHYLIS CT E 1 $3,450.00 132822230022 2273 PHYLIS CT E 1 $3,450.00 132822230023 2265 PHYLIS CT E 1 $3,450.00 132822230024 2260 TIMBER TRL E 1 $3,450.00 132822230025 2268 TIMBER TRL E 1 $3,450.00 132822230026 2276 TIMBER TRL E 1 $3,450.00 132822230027 2284 TIMBER TRL E 1 $3,450.00 132822230028 2290 TIMBER TRL E 1 $3,450.00 132822230029 2298 TIMBER TRL E 1 $3,450.00 132822230030 2297 TIMBER TRL E 1 $3,450.00 132822230031 2269 TIMBER TRL E 1 $3,450.00 132822230032 2261 TIMBER TRL E 1 $3,450.00 132822230033 2262 VALLEY VIEW AVE E 1 $3,450.00 132822230035 2311 VALLEY VIEW AVE E 1 $3,450.00 132822230036 2301 VALLEY VIEW AVE E 1 $3,450.00 132822230037 919 SCHALLER DR E 1 $3,450.00 132822230038 929 SCHALLER DR S 1 $3,450.00 132822230039 939 SCHALLER DR S 1 $3,450.00 132822230040 949 SCHALLER DR S 1 $3,450.00 132822230041 959 SCHALLER DR S 1 $3,450.00 132822230042 920 SCHALLER DR S 1 $3,450.00 132822230043 2317 VALLEY VIEW CT E 1 $3,450.00 132822230044 2321 VALLEY VIEW CT E 1 $3,450.00 132822230045 2329 VALLEY VIEW CT E 1 $3,450.00 132822230046 2328 VALLEY VIEW CT E 1 $3,450.00 132822230047 2320 VALLEY VIEW CT E 1 $3,450.00 132822230048 2316 VALLEY VIEW CT E 1 $3,450.00 132822230049 950 SCHALLER DR S 1 $3,450.00 132822230059 955 CURRIE CT S 1 $3,450.00 132822230060 945 CURRIE CT S 1 $3,450.00 132822230061 935 CURRIE CT S 1 $3,450.00 132822230062 936 CURRIE CT S 1 $3,450.00 132822230063 1946 CURRIE CT S 1 $3,450.00 132822230064 1956 CURRIE CT S 1 $3,450.00 132822230065 12261 VALLEY VIEW AVE E 1 $3,450.00 Packet Page Number 380 of 452 J3, Attachment 3 132822230066 2271 VALLEY VIEW AVE E 1 $3,450.00 132822230067 2277 VALLEY VIEW AVE E 1 $3,450.00 132822230068 2285 VALLEY VIEW AVE E 1 $3,450.00 132822230069 2293 VALLEY VIEW AVE E 1 $3,450.00 132822230070 2270 VALLEY VIEW AVE E 1 $3,450.00 132822230071 2278 VALLEY VIEW AVE E 1 $3,450.00 132822230072 2286 VALLEY VIEW AVE E 1 $3,450.00 132822230073 2294 VALLEY VIEW AVE E 1 $3,450.00 132822230076 870 LAKEWOOD DR S 1 $3,450.00 132822230077 880 LAKEWOOD DR S 1 $3,450.00 132822230079 855 LAKEWOOD DR S 1 $3,450.00 132822230080 865 LAKEWOOD DR S 1 $3,450.00 132822230081 875 LAKEWOOD DR S 1 $3,450.00 132822230082 885 LAKEWOOD DR S 1 $3,450.00 132822230083 889 SCHALLER DR S 1 $3,450.00 132822230084 890 SCHALLER DR S 1 $3,450.00 132822230085 900 SCHALLER DR S 1 $3,450.00 132822230086 910 SCHALLER DR S 1 $3,450.00 132822230087 888 LAKEWOOD CT S 1 $3,450.00 132822230088 910 LAKEWOOD CT S 1 $3,450.00 132822230089 920 LAKEWOOD CT S 1 $3,450.00 132822230090 930 LAKEWOOD CT S 1 $3,450.00 132822230091 927 LAKEWOOD CT S 1 $3,450.00 132822230092 917 LAKEWOOD CT S 1 $3,450.00 132822230093 907 LAKEWOOD CT S 1 $3,450.00 132822230094 2360 TIMBER AVE E 1 $3,450.00 132822230095 2359 TIMBER AVE E 1 $3,450.00 132822240037 879 CRESTVIEW DR S 1 $3,450.00 132822240038 873 CRESTVIEW DR S 1 $3,450.00 132822240039 867 CRESTVIEW DR S 1 $3,450.00 132822240040 861 CRESTVIEW DR S 1 $3,450.00 132822240041 855 CRESTVIEW DR S 1 $3,450.00 132822240042 849 CRESTVIEW DR S 1 $3,450.00 132822240043 2401 SCHALLER DR E 1 $3,450.00 132822240044 2392 TIMBER AVE E 1 $3,450.00 132822240045 2402 TIMBER AVE E 1 $3,450.00 132822240046 2412 TIMBER AVE E 1 $3,450.00 132822240047 2422 TIMBER AVE E 1 $3,450.00 132822240048 2432 TIMBER AVE E 1 $3,450.00 132822240049 2442 TIMBER AVE E 1 $3,450.00 132822240050 2439 TIMBER AVE E 1 $3,450.00 132822240051 2429 TIMBER AVE E 1 $3,450.00 132822240052 2413 TIMBER AVE E 1 $3,450.00 132822240053 2403 TIMBER AVE E 1 $3,450.00 132822240054 856 CRESTVIEW DR S 1 $3,450.00 132822240055 850 CRESTVIEW DR S 1 $3,450.00 132822240056 2384 SCHALLER DR E 1 $3,450.00 132822240057 2394 SCHALLER DR E 1 $3,450.00 132822240058 2404 SCHALLER DR E 1 $3,450.00 132822240059 12412 SCHALLER DR E 1 $3,450.00 132822240060 12420 SCHALLER DR E 1 $3,450.00 Packet Page Number 381 of 452 J3, Attachment 3 132822240061 2428 SCHALLER DR E 1 $3,450.00 132822240062 2436 SCHALLER DR E 1 $3,450.00 132822240063 2444 SCHALLER DR 1 $3,450.00 132822240064 2452 SCHALLER DR E 1 $3,450.00 132822240065 2460 SCHALLER DR E 1 $3,450.00 132822240066 2468 SCHALLER DR E 1 $3,450.00 132822240067 2476 SCHALLER DR E 1 $3,450.00 132822240068 2484 SCHALLER DR E 1 $3,450.00 132822240071 2413 SCHALLER DR E 1 $3,450.00 132822240072 2421 SCHALLER DR E 1 $3,450.00 132822240073 2429 SCHALLER DR E 1 $3,450.00 132822240074 2437 SCHALLER DR E 1 $3,450.00 132822240075 2445 SCHALLER DR E 1 $3,450.00 132822240088 899 MARNIE CIR S 1 $3,450.00 132822240089 893 MARNIE CIR S 1 $3,450.00 132822240090 885 MARNIE CIR S 1 $3,450.00 132822240091 882 MARNIE CIR S 1 $3,450.00 132822240092 11 1890 MARNIE CIR S 1 $3,450.00 32822240093 1898 MARNIE CIR S 1 $3,450.00 $765,900.00 Residental Pavement Rehabilitation Unit Assessment Rate Packet Page Number 382 of 452 $3,450.00 � Schaller Area Pavement Rehabilitation, Ci Pro ect 19-11 1Map��tnsey � i = Residential Single Unit ($3,450.00/Unit) Schaller Area Street Improvements CityProject 19-11 rie-,)eilte0 LO IV16pleWOOO �-I y �-OU, January 13th, 2020 MAILANo'.I K.IN(; / sr. g I "% coLF ! v V CIR, 0 COURSE _ ,. nI� V9�M IM ORREST W 2. DEER RIDGE 0 u TEAKWOOD DR. Q LN. "T- J OAKRI CGE DR, x � DR HIL Op IDLE �6 Cr SPRI O N �IL NU M."o . R. mci w AVE. �I— i AHL OPHL AVE. 4NWDap � �� AVE R owl _ R OMONTORy4 c� �3 �v�FR �� z ♦ }<� HVLo CPO- �F i� aPPlewaoe ED F ? o Ct N Pork a SPIE ER T4MBER WHITED CR AK 'i-VO1vORl TIM6ER o 3 LEA DR. 6ER w CT o SGHP C gt1M - V `1 PHYLICi n AVE 3/ E g OR - VALLEY V V LEY VIEW AVE. R L —� 3- 1. CURRIE CT. "/f , AV, 2. VPLLEY VIEW Gi. I it f ■N �- 3. IAHEWO0D DO I L ■-CHWOOD AVE. M a a Q �I k- 27 II M�EAALL V� Q Qom£ AVE O� w P N fi 494 oMP?�t. NEMNZ rc 0 3 ST. II �� nvE. w � NEMITZ sauirlCRESTwe „. SOUTHGREST 'ROPOSEf-ET IMPROVEMENT _:: 'LE Schaller Area Pavement Rehabilitation Project Location Map City Project 19-11 E: -n m o (D Why These Streets? • Poor pavement condition • 2.4 Miles in Length • Average PCI Rating — 36/100 • Pavement has deteriorated to the point where patching is no longer cost-effective. • Majority of concrete curbing in good condition. • Utilities are generally in good condition. K o� v� (a93 Q) D oD Q -w N N 3 N O O d Resident Communication Informational Packet —October 14th, 2019 • Project Location Map, FAQ Brochure, Assessment Information Neighborhood Meeting #1 — November 7th, 2019 • Presentation followed by Q & A Session • Areas of discussion included street conditions, project scope, proposed sidewalks, street lighting needs, project timeline, funding sources, assessment information. Additional neighborhood meetings will be scheduled as the project progresses. („ m o o� (D v� o� Q,(D -W O N N O L O Q Project Scope • Reclamation (grinding) of existing pavement • Two new layers of asphalt pavement • Spot replacement of deteriorated concrete curb and gutter • Minor storm sewer repairs • Utility cover adjustments IL �„ o� v� (a93 Q) D oD Q -w N N 3 N O O d Project Costs & Funding Project Cost • Total Estimated Project Cost = $2,032,000 Project Funding • Street Revitalization Fund • Special Benefit Assessments • Sanitary Sewer Fund • Environmental Utility Fund • W.A.C. �( o� (D v� o(D Q,(D -W O N N O L O Q Tentative Project Schedule • Council Receives Feasibility Study - January 131h,2020 • Neighborhood Meeting #2 - February 21St, 2020 • Public Hearin_ - February 24th, 2020 • Residents Provide Input on Proposed Improvements • Council Votes after Public Hearing • Neighborhood Meeting #3 - April 2020 • Assessment Hearing and Award of Contract — April 2020 • Residents Provide Input on Proposed Assessments • Council Votes after Assessment Hearing • Construction • May - September 2020 m o o� (D v� o� Q,(D -W O N N O L O Q Recommendation • Approval of the Resolution Accepting Feasibility Study, Authorizing Preparation of Plans and Specifications, and Calling for a Public Hearing for the Schaller Area Street Improvements, City Project 19- 11. What is a Special Assessment? • Funding source utilized to finance a portion of public improvements • Maximum rates are set by the City Council on a yearly basis. • Independent appraisal firm hired to determine benefit received by properties. • Per Minnesota State Statute 429 the assessment amount cannot be more than the direct benefit to the property. Special Assessment • Assessment Hearing — April 2020 • Prior to the Assessment Hearing • Residents will be mailed an official assessment notice • Assessment amount • Payment options • Deferral options • Right to object • Neighborhood meeting to cover assessments �( o� (D v� o� Q,(D -W O N N O L O Q Assessment Payment Information • Several payment options • Full Payment • Partial Payment • Remaining amount will be certified to Ramsey County • Full amount certified to Ramsey County • Certified amounts will be paid over a 15 year period with Ramsey County property taxes �( o� (D v� o� Q,(D -W O N N O O L Q Assessment Deferral Information • Deferral Options —15 year period with interest • Proven financial hardship and one of the following: • 65 year of age or older • Retired by virtue of a permanent and total disability • National Guard or other military reserve called into active duty • Undeveloped property deferral —15 year period with interest • Assessments are terminated if no improvements are made within the deferment period �( o� (D v� o� Q,(o -W O N N O L O Q J4 CITY COUNCIL STAFF REPORT Meeting Date January 13, 2020 REPORT TO: Melinda Coleman, City Manager REPORT FROM: Steven Love, Public Works Director / City Engineer Jon Jarosch, Assistant City Engineer Tyler Strong, Civil Engineer I PRESENTER: Steven Love AGENDA ITEM: Resolution Accepting Feasibility Study, Authorizing Preparation of Plans & Specifications, Calling for a Public Hearing, and Utilizing the Services of Bolton and Menk, Inc. to Complete the Final Design, County Road B & Arcade Street Improvements, City Project 19-22 Action Requested: ✓ Motion ❑ Discussion ❑ Public Hearing Form of Action: ✓ Resolution ❑ Ordinance ✓ Contract/Agreement ❑ Proclamation Policy Issue: City Council will consider a Resolution Accepting Feasibility Study, Authorizing Preparation of Plans & Specifications, Calling for a Public Hearing, and Utilizing the Services of Bolton and Menk, Inc. to Complete the Final Design, County Road B & Arcade Street Improvements, City Project 19-22. Recommended Action: Motion to approve a Resolution Accepting the Feasibility Report, Authorizing the Preparation of Plans and Specifications, Calling for a Public Hearing at 7:00 p.m. on February 10, 2020, and Utilizing the Services of Bolton and Menk, Inc. to Complete the Final Design for the County Road B & Arcade Street improvements, City Project 19-22. Fiscal Impact: Is There a Fiscal Impact? ❑ No ✓ Yes, the true or estimated cost is $5,048,900 Financing source(s): ❑ Adopted Budget ❑ Budget Modification ❑ New Revenue Source ❑ Use of Reserves ✓ Other: The proposed funding plan includes a combination of the G.O. Improvement Bonds, Special Benefit Assessments, the Environmental Utility Fund, the Sanitary Sewer Fund, Saint Paul Regional Water Services, the W.A.C. Fund, and reimbursement by Xcel Energy. Strategic Plan Relevance: ✓ Financial Sustainability ❑ Integrated Communication ❑ Targeted Redevelopment ✓ Operational Effectiveness ❑ Community Inclusiveness ✓ Infrastructure & Asset Mgmt. County Road B and Arcade Street are an integral part of the City's infrastructure. The streets and utilities in this area have deteriorated and are in need of replacement. Packet Page Number 384 of 452 J4 Background The Feasibility Study for the County Road B and Arcade Street Improvements, City Project 19-22, is complete and available in the office of the City Engineer. A copy of the Feasibility Report has been included as an attachment to this report. The study includes information on the proposed improvements, costs, and financing. Xcel Energy will be replacing a trunk feeder gas line in 2020. This work will affect both County Road B and Arcade Street. Xcel's work will require the removal of half of the paved street surface. The proposed street improvement project includes the following road segments: • County Road B — Between Egerton Street and Arcade Street • Arcade Street — Between Highway 61 and Highway 36 A project location map showing the above road segments has been attached to this report. This project is included in the 2020 — 2024 Capital improvement Plan (CIP). This project has been accelerated in order to coordinate the proposed street improvements with Xcel's gas main project and realize a cost savings due to reimbursements by Xcel Energy. Coordinating the street and utility improvements with Xcel Energy's project also ensures that area residents are only subjected to one season of construction. The proposed project includes approximately 1.45 miles of streets which have an average pavement condition index (PCI) rating of 46 (on a scale of 1 to 100) according to the most recent street rating survey. The pavement on these streets has continued to deteriorate over the years and is in need of replacement The aging and deteriorating condition of roads on these streets presents an ongoing maintenance problem for the City of Maplewood Street Department. The condition of the existing streets also represents a decreased level of service for the residents of Maplewood, with the City receiving numerous complaints from area residents about substandard street conditions. A large portion of the watermain is proposed to be replaced as part of this project, as well as minor repairs to the sanitary sewer system and an expansion of the storm sewer system. To improve the safety of area pedestrians and bicyclists, bituminous and/or concrete walkways are proposed along both project streets. Neighborhood Correspondence An informational packet was mailed to the residents on October 10th, 2019 and contained information about the proposed street improvement project as well as a project questionnaire to gain feedback from area residents. An informational neighborhood meeting was held on October 23, 2019, at the Maplewood Community Center. Staff mailed out the meeting invitations to 102 property owners for the meeting. Approximately 30 resident's attended meeting #1. The meeting generally ran from 6:00 p.m. to 7:30 p.m. including a presentation, question and answer session, and one-on-one conversations. Items presented and discussed at the meetings included the public improvement process, an explanation of why these streets were chosen for improvements, project scope, assessment information, and an estimated project timeline. More neighborhood meetings and resident correspondence are scheduled as the project progresses. Packet Page Number 385 of 452 J4 During the neighborhood meetings staff asked residents to identify any concerns they had in regards to the proposed project. Overall, the general feeling at this meeting was that the improvements to the streets are necessary. The residents did bring up concerns about adequate street lighting in the project area, concerns over mail theft during construction, questions about proposed walkways, comments about accommodating the high number of bicyclists utilizing Arcade Street, and questions about assessments. Estimated Project Cost The total estimated project cost is $5,048,900 and is outlined below: Estimated Project Cost Summary Proposed Improvements Total Amount % of Total Street Improvements $3,556,900 44% Drainage Improvements $738,200 22% Sanitary Sewer Improvements $14,300 4% Water System Improvements $739,500 1 29% Total Estimated Project Cost: $5,048,900 1100% The estimated costs include 10% contingencies and 12% overhead, which include geotechnical, legal, and fiscal expenses. The total estimated project cost is higher than the CIP due to an increase in water system costs along with additional drainage improvements not accounted for in the CIP. The attached feasibility report provides a more detailed construction and project cost estimate. Preliminary Project Funding Plan The improvements are proposed to be financed through a combination of G.O. improvement bonds, Special Benefit Assessments, Sanitary Sewer Funds, Environmental Utility Funds, Saint Paul Regional Water Services, and W.A.C. funds. An update to the financing plan may be needed in the future after the special benefits appraisal is received. Estimated Project Cost Recover Funding Source Total Amount % of Total G.O. Improvement Bonds $2,201,400 44% Special Benefit Assessments $815,500 16% Street Revitalization Fund $110,000 2% Sanitary Sewer Fund $14,300 .5% Environmental Utility Fund $738,200 14.5% Saint Paul Regional Water Services $625,685 12% W.A.C. Fund $113,815 2% Xcel Energy 1 $430,000 1 9% Total Estimated Project Funding: 1 $5,048,900 1 1007 The estimated project costs and the preliminary project funding plan have been reviewed by the Finance Director. Packet Page Number 386 of 452 J4 Project Schedule The following is a tentative schedule for City project 19-22 should it be determined to proceed with the project: Project Milestone Date Accept Feasibility Study, Order Public Hearing, Authorize Preparation of Plans & Specifications 1/13/2020 Public Hearing & Order Improvement 2/10/2020 Approve Plans and Specifications, Authorize Advertisement for Bids, Authorize Preparation of Assessment Roll 2/24/2020 Accept Assessment Roll & Order Assessment Hearings 3/9/2020 Bid Opening 4/3/2020 Assessment Hearing, Award Contract 4/13/2020 Adopt Revised Assessment Roll 4/27/2020 Begin Construction May/June 2020 Complete Construction October 2020 Assessments Certified to Ramsey County November 2020 Attachments 1. Resolution Accepting Feasibility Study 2. Project Location Map 3. Feasibility Report 4. Bolton and Menk Design Services Contract Packet Page Number 387 of 452 J4, Attachment 1 RESOLUTION ACCEPTING FEASIBILITY STUDY, AUTHORIZING PREPARATION OF PLANS AND SPECIFICATIONS, AND CALLING FOR PUBLIC HEARING WHEREAS, pursuant to a resolution of the council adopted June 22nd, 2019, a report has been prepared by the City Engineering Division with reference to the improvement of County Road B and Arcade Street Improvements, City Project 19-22, and this report was received by the council on January 13th, 2020. WHEREAS, the report provides information regarding whether the proposed project is necessary, cost-effective, and feasible, NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF MAPLEWOOD, MINNESOTA: 1. The City Council will consider the County Road B and Arcade Street Improvements, City Project 19-22, in accordance with the report and the assessment of abutting property for all or a portion of the cost of the improvement pursuant to Minnesota Statutes, Chapter 429 at an estimated total cost of $5,048,900. 2. Bolton & Menk, Inc., is the designated project engineer for this improvement and is hereby directed to prepare final plans and specifications for the making of said improvement. The Mayor and City Manager are hereby authorized to sign the design services contract proposal with Bolton & Menk, Inc. 3. The Finance Director is hereby authorized to make the financial transfers necessary for the preparation of plans and specifications. A proposed budget of $5,048,900 shall be established. The proposed financing plan is as follows: Estimated Project Cost Recovery Funding Source Total Amount % of Total G.O. Improvement Bonds $2,201,400 44% Special Benefit Assessments $815,500 16% Street Revitalization Fund $110,000 2% Sanitary Sewer Fund $14,300 .5% Environmental Utility Fund $738,200 14.5% Saint Paul Regional Water Services $625,685 12% W.A.C. Fund $113,815 2% Xcel Ener $430,000 1 9% Total Estimated Project Funding: $5,048,900 1000/0 4. A public hearing shall be held on such proposed improvement on the 10th day of February, 2020 at the Maplewood City Hall Council Chambers at 7:00 p.m., and the clerk shall give mailed and published notice of such hearing and improvement as required bylaw. Approved this 13th day of January, 2020 Packet Page Number 388 of 452 J4, Attachment 2 36 \< v Ke VIKING DR. 60 ry � w w O k -:F III Q Q z n \ LLJ LAURIE CT. Q J� � Q w 25 C/) o BURKE CT. COUNTY RD. B BURK Maplecrest y AV E. Park ELDRIDGE AVE. 2 v�� 58 Oehrline BELMONT N. Lake �! AVE. I� S K I LLMAN AV. >- z �- KEN OOD FJ LN. o ry w ry (-D m o� z 60 00 o w w JE. Edgerton w W Park As Q wCD CD 0 ROSELAWN AVE. n J AVE. BELLWOOD 61 C/) SUM 0 0 MER 0 0 El�CT. z � —U w z o zLi Off. I Q ,. PROPOSED STREET IMPROVEMENT NO SCALE County Road B and Arcade Street Improvements Project Location Map City Project 19-22 Packet Page Number 389 of 452 QBOLTON Real People. Real Solutions. J4, Attachment 3 171 Maplewood Prepared by: Bolton & Menk, Inc. 2035 County Road D East Maplewood, MN 55109 Certification J4, Attachment 3 Feasibility Report for County Road B and Arcade Street Improvements City of Maplewood Maplewood, Minnesota Bolton & Menk Project No. N15.119374 January 2020 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. � •P By: Cristina M. ejnek, P.E. License No. 48340 Date: January 13, 2020 Prepared by: Bolton & Menk, Inc. Certification County Road B and Arcade Street Improvements I N15.119734 Packet Page Number 391 of 452 J4, Attachment 3 Table of Contents I. INTRODUCTION................................................................................................................... 1 A. Background............................................................................................................1 B. Legal Basis For Report............................................................................................ 1 C. Project Area........................................................................................................... 1 II. EXISTING CONDITIONS........................................................................................................ 1 A. Streets....................................................................................................................1 B. Water System......................................................................................................... 2 C. Sanitary Sewer....................................................................................................... 2 D. Other Utilities......................................................................................................... 3 E. Drainage.................................................................................................................3 F. Trees/Landscaping.................................................................................................4 III. PROPOSED IMPROVEMENTS.............................................................................................. 4 A. County Road B — Pavement Replacement............................................................. 4 B. Arcade Street north of Roselawn Avenue............................................................. 4 C. Arcade Street south of Roselawn.......................................................................... 4 D. Driveways...............................................................................................................4 E. Pedestrian Facilities...............................................................................................5 F. Parking................................................................................................................... 5 G. Water System......................................................................................................... 5 H. Sanitary Sewer....................................................................................................... 6 I. Other Utilities......................................................................................................... 6 J. Drainage.................................................................................................................6 IV. PERMITS..............................................................................................................................7 V. EASEMENTS.........................................................................................................................7 VI. ESTIMATED COSTS.............................................................................................................. 8 VII. COST RECOVERY.................................................................................................................. 9 VIII. FINANCING........................................................................................................................10 IX. PUBLIC HEARINGS............................................................................................................. 10 A. Improvement Hearing.......................................................................................... 10 B. Assessment Hearing............................................................................................. 11 X. PROJECT SCHEDULE.......................................................................................................... 11 XI. FEASIBILITY AND RECOMMENDATION............................................................................. 11 A. Recommendations...............................................................................................12 Prepared by: Bolton & Menk, Inc. Table of Contents County Road B and Arcade Street Improvements I N15.119734 i Packet Page Number 392 of 452 J4, Attachment 3 Appendices Appendix A: Figures Appendix B: Preliminary Cost Estimates Appendix C: Assessment Information Prepared by: Bolton & Menk, Inc. Table of Contents County Road B and Arcade Street Improvements I N15.119734 ii Packet Page Number 393 of 452 J4, Attachment 3 I. INTRODUCTION A. Background The City of Maplewood adopted their latest Capital Improvement Plan (CIP) in December 2019 which identifies potential improvements for the 5 -year period of 2020-2024. County Road B and Arcade Street had not been included in the draft document for construction in the next five years. During the summer of 2019, Xcel Energy began upgrades to their system located within the City. During 2019 projects, Xcel removed and replaced bituminous as needed and milled partial widths of roadways to pave a new surface. For the Xcel work proposed in 2020, the City is considering a full roadway reconstruct including any necessary utility repairs. This includes the water utility owned and maintained by St. Paul Regional Water Services. On July 22, 2019, the City Council ordered preparation of a Feasibility Report on the proposed County Road B and Arcade Street Improvements project. A public hearing on the proposed project it tentatively scheduled for February 10, 2020. B. Legal Basis For Report This Report is prepared pursuant to a Resolution approved by the Maplewood City Council calling for the preparation of a preliminary engineering report, pursuant to Minnesota Statutes Section 429.031. This Report is prepared in accordance with said Section 429.031. Specifically, this report hereby advises the City Council whether the proposed improvement is necessary, cost- effective and feasible, and whether it should best be made as proposed or in connection with some other improvement. This Report also includes the estimated cost of the improvements as recommended. C. Project Area Two roadways are included in this Feasibility Report. The locations are listed below, and are shown on Figures 1 and 2 in Appendix A. • County Road B from Edgerton Street to Arcade Street • Arcade Street from south of Highway 36 to Highway 61 (Maplewood Drive) II. EXISTING CONDITIONS Existing conditions within the project area were documented by review of existing plans, performing topographic survey and field investigation of the site and structures, geotechnical exploration, and televising of the sanitary sewer and storm sewer system. A. Streets 1. County Road B is approximately 2,600 -feet long between Edgerton Street and Arcade Street. It is a bituminous roadway with bituminous curb on both sides. This roadway is approximately 32 -feet wide between the curb faces. This includes 11' lanes and 5' shoulders. There is no parking allowed on this segment. Three soil borings were taken. The bituminous pavement ranges in thickness between 6 inches and 9 inches with a range of aggregate base (4 inches to 12 inches). There are three sides streets and 13 driveways on the north side of County Road B. There Prepared by: Bolton & Menk, Inc. INTRODUCTION County Road B and Arcade Street Improvements I N15.119734 Page 1 Packet Page Number 394 of 452 J4, Attachment 3 are two side streets and 17 driveways on the south side. There are no sidewalks or trails along this segment of County Road B currently. 2. Arcade Street at Highway 36 to Roselawn Avenue is approximately 3,985 feet from the concrete pavement at Hwy 36 to Roselawn. It is a bituminous roadway. From Highway 36 for about 425' to the south, there is concrete curb and gutter on both sides as well as a 5' concrete sidewalk adjacent to the curb on the east side of the roadway. South of here, there is bituminous curb on both sides of the street. On the east side, however, there is no curb for approximately 1,700 feet near the wetland. Arcade Street north of Roselawn Avenue is approximately 32 -feet wide between the curb faces. This includes 11' lanes and 5' shoulders. There is no parking allowed on this segment of Arcade Street. Three soil borings were taken along this segment. The bituminous pavement ranges in thickness between 4 inches and 12 inches with a range of aggregate base (6 inches to 12 inches). There are two sides streets and 22 driveways on the west side of Arcade Street. There is one side street and 18 driveways on the east side. There is also a bituminous trail that runs within the Ramsey County Park property on the east side south of the wetland. Both ends of trail are located along the east side of Arcade Street. Arcade Street from Roselawn to Maplewood Drive (Highway 61) is approximately 840 feet long. The intersection of Roselawn and Arcade is included for consideration in this report due to utility work. This segment is also a bituminous roadway. It averages 26' in width between Roselawn and Bellwood and narrows further south to approximately 23 feet. There are no shoulders though parking on the edges and off the roadway is leaving areas without vegetation. There is bituminous curb at the radiuses on the south side of Roselawn Avenue. The rest of Arcade south is rural with no curb or gutter. The side street of Bellwood Avenue has concrete curb and gutter. Two soil borings were taken along this segment. The bituminous pavement is between 5 inches and 6 inches thick with approximately 8 inches of aggregate base. There are no sidewalks or trails adjacent to Arcade Street south of Roselawn. B. Water System The water system located within the project limits is owned and maintained by St. Paul Regional Water Services. The system is shown on Figure 3 in Appendix A and is described per street below: 1. County Road B Water main exists along the entire length of County Road B. The water main is 8" cast iron pipe and was installed in 1965. 2. Arcade Street Water main exists along the entire length of Arcade Street within the project limits. There is a dual watermain between County Road B and Eldridge for approximately 550 feet, older 6" cast iron pipe and 16" ductile iron pipe. The 16" ductile iron pipe was installed in 1992 and is in good condition. There is 8" main south of Roselawn Avenue which is 90 years old. C. Sanitary Sewer The sanitary sewer system is shown on Figure 3 in Appendix A. It consists of 8" vitrified clay pipe (VCP). Along Arcade Street, the pipe diameter increases to 10" and 12" pipe and then Prepared by: Bolton & Menk, Inc. EXISTING CONDITIONS County Road B and Arcade Street Improvements I N15.119734 Page 2 Packet Page Number 395 of 452 J4, Attachment 3 turns east north of Roselawn Avenue and south of Keller Lake. D. Other Utilities 1. Gas The gas main along County Road B is located south of centerline. The main along Arcade is located under the easterly edge of the roadway. The pipes are approximately four feet deep. Distribution lines and service lines are also located throughout the project, crossing beneath the roadway pavement. 2. Communications There are two communications providers located in both the north and south boulevards of County Road B. There are multiple crossings of County Road B, as well. Along Arcade Street, communications are located along the easterly boulevard north of Roselawn Avenue and on the west side south of Roselawn Avenue. 3. Electric Overhead electric utility exists along the entire length of both streets within the proposed project area. The utility poles are generally located along the south side of County Road B and along the east side of Arcade from the north to Roselawn where it crosses to the west side, south of Roselawn. There are overhead lines crossing the streets in various locations throughout the project. There are also overhead streetlights mounted on the poles located at the intersections along the project. The fixtures are an older Cobra style. E. Drainage The existing storm sewer system is shown on Figures 4 and 5 in Appendix A. It has been inspected and reviewed; and findings are provided below: 1. County Road B Storm sewer at Edgerton drains into the wetland to the north. There is also a system at the intersection of Payne Avenue. Finally, there's a system crossing the roadway south of the church. 2. Arcade Street north of County Road B There is a pair of catch basins south of the overpass. 3. Arcade Street between County Road B and Roselawn Avenue There's a storm sewer network located at Eldridge Avenue extending to the north as well as south toward Kenwood Lane. There is a pair of catch basins south of Kenwood Lane that drain into the wetland adjacent to Keller Lake. The was a system in the northwest corner of Roselawn Avenue and Arcade Street that has been removed. Prepared by: Bolton & Menk, Inc. County Road B and Arcade Street Improvements I N15.119734 Packet Page Number 396 of 452 EXISTING CONDITIONS Page 3 J4, Attachment 3 4. Arcade Street south of Roselawn Avenue There is storm sewer that runs from Bellwood Avenue to the east across Arcade Street and from the apartments to the east side. These systems appear to be in good condition. There is also a culvert located south of these systems. F. Trees/Landscaping There are numerous areas within the project right-of-way that contain landscaping. There are also areas within the right-of-way that contain brush and trees. III. PROPOSED IMPROVEMENTS The proposed typical sections for the County Road B and Arcade Street Improvements Project are shown on Figure 6 included in Appendix A. In addition, the proposed improvements for each street are shown on Figures 1 and 2 in Appendix A. Further information on the proposed improvements for the Project are given below. A. County Road B — Pavement Replacement Due to the utility work within County Road B, the proposed improvements consist of full reconstruction. The new pavement would be placed in two layers to a total thickness of 4 inches supported by a 12 -inch gravel base layer, which in turn would be underlain by an 18 - inch granular material layer. This section is in accordance with City minimum standards and geotechnical supported pavement design. New B618 concrete curb and gutter would also be installed. B. Arcade Street north of Roselawn Avenue Due to the utility work within Arcade Street, the proposed improvements consist of full reconstruction. The new pavement would be placed in two layers to a total thickness of 3- 1/2 inches supported by an 9 -inch gravel base layer, which in turn would be underlain by a 12 -inch granular material layer. This section is in accordance with City minimum standards and geotechnical supported pavement design. New B618 concrete curb and gutter would also be installed. There is an option to include ribbon curb adjacent to the wetland. This is non -barrier curb and would allow for drainage off the east side of the roadway as it currently exists today. C. Arcade Street south of Roselawn Due to the utility work within Arcade Street, the proposed improvements consist of full reconstruction. The new pavement would be placed in two layers to a total thickness of 3- 1/2 inches supported by an 9 -inch gravel base layer, which in turn would be underlain by a 12 -inch granular material layer. This section is in accordance with City minimum standards and geotechnical supported pavement design. New B618 concrete curb and gutter would also be installed. D. Driveways All existing driveway connections to the roadways are proposed to be replaced at their current locations, with new materials consistent with their existing surface type (i.e. concrete for concrete, bituminous for bituminous, gravel for gravel). The width of each driveway would approximately match the existing width. The length of repair along each driveway would be enough to achieve an acceptable slope. Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS County Road B and Arcade Street Improvements I N15.119734 Page 4 Packet Page Number 397 of 452 J4, Attachment 3 E. Pedestrian Facilities There are no existing facilities along either roadway currently. 1. County Road B An 8 -foot bituminous walk along this segment of County Road B is included in the City's Comprehensive Plan. Installation of this segment would connect existing segments of pedestrian facilities within the City. Like County Road B west of Edgerton Avenue, an 8 -foot walk is proposed to be constructed in the southerly boulevard, immediately adjacent to the back of curb. All pedestrian ramps would be constructed in accordance with requirements of the Americans with Disabilities Act (ADA). Concrete sidewalk has been considered along the north boulevard of County Road B. It has been determined that the intended use of walk in this location would not be comparable to that located on County Road B west of Edgerton Street. Given this consideration, and due to economic and physical constraints, concrete sidewalk is not proposed to be included in the northerly boulevard of County Road B. 2. Arcade Street north of Roselawn Avenue There is currently concrete curb and gutter along Arcade Street from the Highway 36 overpass for approximately 425 feet to the south. There is also a 5 -foot concrete sidewalk immediately adjacent to the back of curb on the east side. Due to existing conditions and the surrounding topography, it is recommended to install a 5 -foot concrete sidewalk immediately adjacent to the west side of Arcade Street. Where the sidewalk switches from east to west, a pedestrian crossing would be placed in the safest location based on sight distances. 3. Arcade Street south of Roselawn Due to the existing conditions including general location and types of properties, no pedestrian facilities are recommended for this length of Arcade Street. F. Parking In considering existing conditions, parking is recommended on the west side of Arcade Street south of Roselawn adjacent to the apartment building. G. Water System Potential improvements to the water system within the project area exist along both roadways. They have been discussed in depth with St. Paul Regional Water Services staff and are shown on Figure 3 in Appendix A and are described below. 1. County Road B The water main is 8" cast iron pipe and was installed in 1965. There have been multiple watermain breaks along this segment, making it a good candidate for replacement. 2. Arcade Street There is a dual watermain between County Road B and Eldridge Avenue. The westerly main is older 6" cast iron pipe and has experienced a break. The opportunity should be taken to abandon the line and connect the services to the 16" main already in place. Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS County Road B and Arcade Street Improvements I N15.119734 Page 5 Packet Page Number 398 of 452 J4, Attachment 3 The 16" ductile iron pipe was installed in 1992 and is in good condition. Based on soils information, magnesium anodes may be installed every 200 feet to deter corrosion. The 8" main south of Roselawn Avenue has experienced three breaks. It should be replaced. H. Sanitary Sewer The sanitary sewer system is shown on Figure 3 in Appendix A. The manholes have been inspected and the VCP (clay pipe) mains have been televised. There is one segment of pipe along Arcade Street that should be lined with cured -in-place pipe. The remaining pipe is in good condition. Castings will be reset with new rings and manhole sections will be removed or added as necessary to accommodate any significant street grade changes. I. Other Utilities 1. Gas The buried gas mains are owned and operated by Xcel Energy and will be replaced in advance of the project. The existing mains will not be active during construction, and the new mains will not be live until the end of the summer. The proposed depths of the new gas main have been designed with in coordination with the proposed improvements within County Road B and Arcade Street. The gas utility is very crowded in the area of Edgerton and County Road B, especially in the northeast corner of the intersection. Extensive work will occur there as part of Xcel Energy's project. Excavation near gas mains and services will need to be done with the proper caution and appropriate coordination with Xcel Energy. It may be necessary to modify the depth or width of the excavation in certain locations to reduce or avoid impacts with the gas utility. This situation would be made known to the contractor as part of the construction documents in advance of beginning work, and it would need to be monitored as necessary during construction. 2. Electric The electric system is also owned, operated, and maintained by the Xcel Energy. No modifications to the electric system are anticipated. J. Drainage 1. County Road B The storm sewer at Edgerton Street needs to be replaced and upgraded. The system at Payne Avenue is in good condition so castings will be replaced, but the system in general will remain in place. The system crossing the roadway south of the church also needs to be replaced. It is proposed to install additional inlets, and update inlet styles. The relocated structures will fit the proposed curb and gutter better than the existing structures. These improvements will also increase the collection efficiency and functionality of the storm sewer. Drain tile installation is recommended at low points, around catch basins and behind curb in landscaped areas. Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS County Road B and Arcade Street Improvements I N15.119734 Page 6 Packet Page Number 399 of 452 J4, Attachment 3 2. Arcade Street north of County Road B The pipe to the north in the downstream direction of the system needs to be replaced. 3. Arcade Street between County Road B and Roselawn Avenue The storm sewer network between Eldridge Avenue and Kenwood Lane is generally in good condition. There are some structures and short pipe segments to be replaced. The pair of catch basins and pipe south of Kenwood Lane need to be replaced. The system in the northwest corner of Roselawn Avenue and Arcade Street that has been removed needs to be replaced to improve drainage impacts in the area. 4. Arcade Street south of Roselawn There is a culvert located south of the storm sewer system that needs to be replaced. 5. Stormwater General The project area has also been evaluated to ensure pipe sizing is sufficient and that no additional drainage systems are needed. Stormwater Management in conjunction with Watershed District rules may occur outside the project limits due to noncompatible soils within the limits. The scope of this work remains to be determined. IV. PERMITS In order to construct the proposed improvements described in this Report it will be necessary to obtain the following permits prior to the start of construction: • Ramsey Washington Metro Watershed District for Stormwater Management o Includes two wetland buffer variances • Minnesota Department of Health (MDH) for water system. • Minnesota Pollution Control Agency (MPCA) for sanitary sewer. o Permit not needed due to no flow increase - propose to line one existing pipe. • Minnesota Pollution Control Agency (MPCA) for stormwater. o NPDES Construction Permit would be needed since disturbing over 1 acre. • Minnesota Department of Transportation (MnDOT) o Permit may be needed for utility and street work within their ROW at US Highway 61. • Ramsey County o Permit may be needed for utility and street work within their ROW at Edgerton Avenue (CSAH 58) V. EASEMENTS All proposed improvements to public infrastructure would be located within existing public right - Prepared by: Bolton & Menk, Inc. County Road B and Arcade Street Improvements I N15.119734 Packet Page Number 400 of 452 PERMITS Page 7 J4, Attachment 3 of -way (ROW) or City owned property. No permanent or temporary easements are anticipated to be needed for the proposed construction activities on the public infrastructure. For various items of private infrastructure, minor encroachment onto private property may be beneficial in order to achieve a better overall quality of work for items such as driveway connections. Formal temporary construction easements are not anticipated to be necessary for this work, unless the City prefers to obtain them. Rather, it is anticipated the work can be achieved through direct communication and coordination with the property owner. If such coordination cannot be obtained, work could be stopped short such that no encroachment onto the private property occurs. VI. ESTIMATED COSTS Detailed cost estimates for the proposed improvements have been prepared and are included in Appendix B of this report. All costs are based on anticipated unit prices for the 2020 construction season and include an allowance for indirect costs associated with the project (such as engineering, testing, administrative, legal, and financing). No costs are included for capitalized interest during the construction period or before assessments are collected. Information on the cost estimates is presented below. Table Estimated Total Project Summary by Street Segment Estimated Cost County Road B $2,008,900 Arcade Street $2,519,500 Subtotal Estimated Costs $4,528,400 Stormwater Management (cap) $520,500 Total Estimated Costs $5,048,900 For each street, costs have been estimated by type of improvement. Following are tables for each street, showing the costs by type of improvement. This information is summarized in Appendix B of this Report. Prepared by: Bolton & Menk, Inc. ESTIMATED COSTS County Road B and Arcade Street Improvements I N15.119734 Page 8 Packet Page Number 401 of 452 J4, Attachment 3 Table-. Costs County R... Improvement Type Estimated Cost Street $1,380,000 Storm Sewer $88,900 Sanitary Sewer $0 Water System $540,000 Total Estimated Costs — County Road B $2,008,900 Table Estimated Costs Arcade Street Estimated Improvement Type Cost Street $2,176,900 Storm Sewer $128,800 Sanitary Sewer $14,300 Water System $199,500 Total Estimated Costs — Arcade Street $2,519,500 VII. COST RECOVERY As allowed and authorized by Minnesota Statutes, Chapter 429, a portion of the Project Cost is proposed to be assessed against benefiting properties within the project area. An independent appraisal firm was hired to ascertain an opinion of special benefit received by properties within the neighborhood project area. This information will ultimately be utilized to set the special benefit assessment amounts for the project area. For the purposes of this report, the rates established in the City's Special assessment policy were utilized. There is a total of 207 assessable residential and multi -family parcels within the project area. Exhibit 1 in Appendix C details the preliminary assessment roll. Exhibits 2 through 4 in Appendix C show the preliminary assessment map for the project. Based on the City of Maplewood's Pavement Management Policy, parcels are assessed on an equal "unit" basis. The City's current residential unit assessment rate for a full reconstruction project is $6,600. The City's current residential unit assessment rate for a pavement rehabilitation project is $3,450. However, per Minnesota State Statute 429, the assessment amount cannot be greater than the benefit received by the property from the improvement. Therefore, the final special benefit assessment amounts will be established after reviewing the appraisal report. Adjustments to the financing plan may be required following the receipt of the special benefits Prepared by: Bolton & Menk, Inc. County Road B and Arcade Street Improvements I N15.119734 Packet Page Number 402 of 452 COST RECOVERY Page 9 J4, Attachment 3 appraisal. For the purposes of this report and establishing a project financing plan, the preliminary assessment rates are as follows. • Residential o Full Reconstruction Rate = $6,600/Unit o Pavement Rehabilitation Rate = $3,450/Unit The improvements are proposed to be financed through a combination of special assessments to the benefiting properties, G.O. Improvement Bonds, the Environmental Utility Fund, the sanitary sewer fund, W.A.C. funds, and Saint Paul Regional Water Services. As part of the City's coordination with Xcel and their improvement project, it has been determined that work -sharing can save cost for both parties. An amount based on forecasted unit pricing has been agreed upon by both parties. Xcel will provide their cost savings to the City while seeing a savings in time and coordination for restoration work. A summary of the estimated financing for the proposed project is included in the table below. Table Cost Allocation Source Amount Special Assessments $815,500 G.O. Improvement Bonds $2,201,400 Environment Utility Fund $738,200 Sanitary Sewer Fund $14,300 W.A.C. Fund $113,815 Saint Paul Regional Water Services $625,685 Xcel Energy $430,000 Street Revitalization Fund $110,000 Total $5,048,900 VIII. FINANCING Minnesota Statutes, Chapter 429, provide for levying assessments over a period; a period of up to 30 years is allowed. The City's typical term used for improvements is 15 years. Statute also allows for the assignment of interest on assessments. The average rate over the last few years has been 4-5%. IX. PUBLIC HEARINGS In order to consider the use of assessments for financing a portion of the Project, Minnesota Statutes, Chapter 429, requires two public hearings be held regarding the project. A. Improvement Hearing Notice of the hearing is required to be made to the general public, as well as specifically to those parcels proposed for assessment. Prepared by: Bolton & Menk, Inc. FINANCING County Road B and Arcade Street Improvements I N15.119734 Page 10 Packet Page Number 403 of 452 J4, Attachment 3 including the estimated project costs and the estimated assessments. After the hearing is closed, if the City wishes to proceed with the project, the City Council then takes action to officially order the improvements. B. Assessment Hearing The purpose of the assessment hearing is to present the actual assessment roll to the properties proposed to be assessed. Specific notice of the hearing is required to be directly sent to those properties proposed for assessment; notice must also be made to the general public. To prepare for the assessment hearing, the City must have the final assessment roll prepared with the actual assessments proposed to be levied against the properties. This differs from the improvement hearing, where only estimated assessments were presented. Preparation of the final assessment roll must be based on actual costs, either from construction bids received or from the actual cost of the project after the work is complete. Minnesota Statute allows the assessment hearing to be held either before the award of contract and start of construction, or after construction has been substantially completed and final project costs are known. The Maplewood Special Assessment Policy states the assessment hearing may be held before the project has been awarded. X. PROJECT SCHEDULE Following is the proposed schedule for the County Road B and Arcade Street Improvement Project: • July 22, 2019 Order Feasibility Report. • October 23, 2019 Neighborhood Meeting. • January 13, 2020 Receive and Approve Feasibility Report. • January 13, 2020 Call for Public Hearing. Authorize Plans and Specs. • February 10, 2020 Hold Public Improvement Hearing. Order the Project. • February 24, 2020 Approve Plans. Set Bid Date. Authorize Advertisement. • March 25, 2020 Open Bids. • April 2020 Assessment Hearing. • April 13, 2020 Award Contract • May/June 2020 Start Construction. • October 2020 Construction Substantially Complete. XI. FEASIBILITY AND RECOMMENDATION This Report has been prepared to investigate the potential for making improvements to the existing infrastructure along County Road B and Arcade Street. This Report has identified recommended improvements, provided estimated costs of those improvements, and identified a method of cost recovery, consistent with the City of Maplewood Special Assessment Policy, to finance the improvements. From an engineering standpoint, this project is feasible, cost effective, and necessary due to the condition of the existing infrastructure and Xcel's plans to impact the area with their gas main replacement project. It is also feasible from a construction standpoint, with a detailed project Prepared by: Bolton & Menk, Inc. PROJECT SCHEDULE County Road B and Arcade Street Improvements I N15.119734 Page 11 Packet Page Number 404 of 452 J4, Attachment 3 schedule presented for completion of the work in 2020. This project should be made as proposed and in connection with Xcel's gas main improvements. Several coordination meetings have already been held. A. Recommendations Based on the finding of this Report, the following recommendations are presented for consideration by the Maplewood City Council: 1. The City accept this Report. 2. The City hold a Public Improvement Hearing to receive input on the proposed improvements and provide information to benefitting properties identified for assessment. 3. Upon completion of the Public Improvement Hearing, if the City wishes to proceed, it approves this Report and use it as a guide for the layout, design, completion, and cost allocation of public improvements to the Project Area. 4. To meet the proposed schedule, the City order the project and authorize preparation of the plans and specifications. Prepared by: Bolton & Menk, Inc. County Road B and Arcade Street Improvements I N15.119734 Page 12 Packet Page Number 405 of 452 J4, Attachment 3 Appendix A: Figures Packet Page Number 406 of 452 County Rd B and Arcade Street Improvements Figure 1: Project Area Street Improvements® BOLTON City of Maplewood october2o19 & MENK LEGEND 0 -- 0 11TIMIDo1sw— --- �-- -----F —�--- _ I — ——�-7 ;I�— — � --- I 1� I 7� I I I I I I I 1�I m Burke Ct East County Rd Bl=ast I I I I I I T I I � - :. --- 4-4 a ��� I I I }7 T- - I ElargeAvelEast 1 County Rd B and Arcade Street Improvements Figure 2: Project Area Street Improvements® BOLTON City of Maplewood october2o19 & MENK LEGEND s ecru Mirvous wACK TE Kd�nwdod Dr I �\ IBJ IYT I �F- --- I I i - F W _. _ -- Arcade Street 6� \ --- IF .._ W m ID z N A O O_ A N N County Rd B and Arcade Street Im City of Maplewood Figure 3: Sanitary Sewer and WatermainBOLTON October 2019 & MENK E ge to S re t I �� \ m I I I L I L Pa ynle FWeI I 3 Ke o d t I m III v II I� E Kemo d r —'- _'--- -.— -- ' �Acca�'el Str�'�t1I�'° ��movEarvo a�a�glaha��N --I J � i Aa oN IX�4�N TT J, lY MqN 61 V D v 0 3 3 (D 7 W County Rd B and Arcade Street Im City of Maplewood 'III, I I i 4: Storm Sewer (& BOLTON October 2019 & MENK W1 ---------U—=�-- � V --------- - iP 1 r \I ,1 v T I I County Rd BIlEast I --��--J7—���— — —4- / 4- Q Burke Ct East F -- County Rd B and Arcade Street Im City of Maplewood 5: Storm Sewer ® BOLTON October 2019 & MENK _... _.. _. _a.... a.. .._ i.. n, ...a TTST—F— a ` — — o goo goo T � N FES scn�E T i A E Kdrwdod Dr -- — �— —�--F��\�—�— �P F— � - - a Arcade Stl eetl � I I: D m s 3 m W County Road B and Arcade Street City of Maplewood 2 IM�NOTeias, 21 11111 11 11— 6: Typical SectionsBOLTON October2019 S&MENK J4, Attachment 3 Appendix 6: Preliminary Cost Estimates Packet Page Number 413 of 452 J4, Attachment 3 Packet Page Number 414 of 452 MAPLEWOOD 2020 -COUNTY ROAD B ITEM NO. DESCRIPTION UNIT ESTIMATED QTY UNIT PRICE TOTAL PRICE PART 1 - SANITARY SEWER: SUB -TOTAL ESTIMATED CONSTRUCTION COSTS $0.00 10% CONTINGENCIES $0.00 TOTAL ESTIMATED CONSTRUCTION COSTS $0.00 25% ENGR., FISCAL & ADMIN. $0.00 TOTAL ESTIMATED PROJECT COSTS $0.00 PART 2 - WATER MAIN: 1 MOBILIZATION LS 1 $20,000.00 $20,000.00 2 DEWATERING LS 1 $10,000.00 $10,000.00 3 ABANDON EXISTING WATER MAIN LF 2,212 $2.50 $5,530.00 4 REMOVE WATER MAIN LF 668 $2.50 $1,670.00 5 REMOVE SERVICE PIPE LF 144 $2.00 $288.00 6 REMOVE HYDRANT EA 1 1 $300.00 $300.00 7 REMOVE GATE VALVE AND BOX EA 16 $150.00 $2,400.00 8 CONNECTTO EXISTING WATER MAIN EA 7 $2,000.00 $14,000.00 9 6" DIP WATER MAIN, CLASS 52 LF 60 $42.00 $2,520.00 10 8" DIP WATER MAIN, CLASS 52 LF 2,775 $45.00 $124,875.00 11 IMPROVED PIPE FOUNDATION LF 2,775 $2.90 $8,047.50 12 POLYSTYRENE INSULATION SY 1 11 $28.00 $298.67 13 6" GATE VALVE AND BOX EA 7 $1,500.00 $10,500.00 14 8" GATE VALVE AND BOX EA 14 $2,000.00 $28,000.00 15 HYDRANT EA 5 $3,500.00 $17,500.00 16 DUCTILE IRON FITTINGS LB 890 $6.00 $5,340.00 17 SERVICE PIPE LF 1,853 $32.00 $59,296.00 18 CURB STOP AND BOX I EA 28 $1,150.00 $32,200.00 19 32# BARE WEIGHT ANODE BAG I EA 20 $2,500.00 $50,000.00 SUB -TOTAL ESTIMATED CONSTRUCTION COSTS $392,765.17 10% CONTINGENCIES $39,234.83 TOTAL ESTIMATED CONSTRUCTION COSTS $432,000.00 25% ENGR., FISCAL & ADMIN. $108,000.00 TOTAL ESTIMATED PROJECT COSTS $540,000.00 PART 3 - STORM SEWER: 20 MOBILIZATION LS 1 $3,000.00 $3,001.00 21 REMOVE PIPE LF 235 $7.50 $1,762.50 22 REMOVE AND REPLACE PIPE LF 16 $50.00 $800.00 22 REMOVE STRUCTURE EA 6 $400.00 $2,400.00 23 CONNECT TO EXISTING STRUCTURE EA 2 $1,250.00 $2,500.00 24 12" STORM SEWER, 0'- 10' DEEP LF 15 $35.001 $525.00 25 18" STORM SEWER, 0'-10' DEEP LF 100 $60.00 $6,000.00 26 27" STORM SEWER, 0'-10' DEEP LF 114 $90.00 $10,260.00 27 6" PERFORATED PVC DRAIN TILE LF 1,200 $10.00 $12,000.00 28 2'x3' CB, INCL CSTG AND HDPE ADJ RINGS EA 1 $2,500.00 $2,500.00 29 4' DIA STORM CBMH, 8' DEEP, INCL CSTG AND HDPE ADJ RINGS EA 4 $4,000.00 $16,000.00 30 18" FES I EA 1 1 $1,250.00 $1,250.00 31 27" FES EA 1 1 $2,000.00 $2,000.00 32 1 RIP RAP CY 1 45 $80.00 $3,600.00 SUB -TOTAL ESTIMATED CONSTRUCTION COSTS $64,598.50 10% CONTINGENCIES $6,501.50 TOTAL ESTIMATED CONSTRUCTION COSTS $71,100.00 25% ENGR., FISCAL & ADMIN. $17,800.00 TOTAL ESTIMATED PROJECT COSTS $88,900.00 Packet Page Number 414 of 452 J4, Attachment 3 Packet Page Number 415 of 452 PART 4 - STREET IMPROVEMENTS: 33 MOBILIZATION LS 1 $52,000.00 $52,000.00 34 TRAFFIC CONTROL LS 1 $15,000.00 $15,000.00 35 CLEARING AND GRUBBING EA 10 $500.00 $5,000.00 36 TEMPORARY CONSTRUCTION ENTRANCE CY 50 $45.00 $2,250.00 37 REMOVE SIGN EA 11 $25.00 $275.00 38 REMOVE MAILBOX EA 25 $50.00 $1,250.00 39 SAWING BITUMINOUS PAVEMENT LF 449 $5.00 $2,245.00 40 SAWING CONCRETE PAVEMENT LF 196 $5.00 $980.00 41 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SY 1,275 $5.00 $6,375.00 42 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 133 $7.00 $931.00 43 IRECLAIM BITUMINOUS PAVEMENT SY 10,282 $4.00 $41,128.00 44 TREE REPLACEMENT EA 10 $400.00 $4,000.00 45 SUBGRADE EXCAVATION (EV) - STREET CY 1,117 $20.00 $22,340.00 46 COMMON EXCAVATION (EV) - ROADWAY CY 11,177 $8.00 $89,416.00 47 COMMON EXCAVATION (EV) - BITUMINOUS WALK CY 586 $10.00 $5,860.00 48 GEOTEXTILE FABRIC, TYPE 5 - ROADWAY SY 8,694 $2.001 $17,388.89 49 SELECT GRANULAR BORROW CY 10,965 $10.00 $109,650.00 50 AGGREGATE BASE, CLASS 5 TN 6,222 $20.00 $124,440.00 51 AGGREGATE BASE, CLASS 5 - 8' WALK TN 819 $22.00 $18,018.00 52 WATER FOR DUST CONTROL MGAL 80 $37.50 $3,000.00 53 STREET SWEEPER WITH OPERATOR HR 40 $125.00 $5,000.00 54 CONCRETE CURB AND GUTTER, B618 LF 5,157 $14.00 $72,198.00 55 CONCRETE VALLEY GUTTER SF 806 $20.00 $16,120.00 56 6" CONCRETE DRIVEWAY PAVEMENT SY 1,501 $45.00 $67,545.00 57 6" CONCRETE PEDESTRIAN RAMP SF 424 $45.00 $19,080.00 58 TRUNCATED DOMES SF 76 $40.00 $3,040.00 59 8'BITUMINOUSTRAIL TN 300 $100.00 $30,000.00 60 STABILIZING AGGREGATE CY 530 $10.00 $5,300.00 61 BITUMINOUS WEARING COURSE (2") TN 1,013 $80.00 $81,040.00 62 BITUMINOUS BASE COURSE (2") TN 1,013 $75.00 $75,975.00 63 BITUMINOUS MATERIAL FOR TACK COAT GAL 616 $3.50 $2,156.00 64 SILT FENCE LF 5,200 $2.00 $10,400.00 65 ADJUST MANHOLE CASTING EA 15 $450.00 $6,750.00 66 INLET PROTECTION EA 6 $150.00 $900.00 67 FURNISH AND INSTALL SIGN EA 11 $150.00 $1,650.00 68 FURNISH AND INSTALL MAILBOX EA 25 $200.00 $5,000.00 69 FURNISH AND INSTALL STREET NAME BLADES EA 5 $375.00 $1,875.00 70 COMMON TOPSOIL BORROW CY 1,690 $17.50 $29,575.00 71 SODDING SY 2,300 $7.00 $16,100.00 72 SEED, FERTILIZER & MULCH SY 1,800 $5.00 $9,000.00 73 4"DRAINTILE WITH GEOTEXTILE SOCK & FILTER AGGREGATE LF 5,200 $0.00 $0.00 74 STRIPING (DUAL YELLOW & FOG LINE) LF 7,800 $3.00 $23,400.00 SUB -TOTAL ESTIMATED CONSTRUCTION COSTS $1,003,650.89 10% CONTINGENCIES $100,349.11 TOTAL ESTIMATED CONSTRUCTION COSTS $1,104,000.00 25% ENGR., FISCAL & ADMIN. $276,000.00 TOTAL ESTIMATED PROJECT COSTS $1,380,000.00 ENT PROJECT COST SUB -TOTAL ESTIMATED CONSTRUCTION COSTS $1,461,014.56 10% CONTINGENCIES $146,085.44 TOTAL ESTIMATED CONSTRUCTION COSTS $1,607,100.00 25% ENGR., FISCAL & ADMIN. $401,800.00 TOTAL ESTIMATED PROJECT COSTS $2,008,900.00 Packet Page Number 415 of 452 J4, Attachment 3 Packet Page Number 416 of 452 MAPLEWOOD 2020 -ARCADE ITEM NO. DESCRIPTION UNIT ESTIMATED QTY UNIT PRICE TOTAL PRICE PART 1 - SANITARY SEWER: 1 MOBILIZATION LS 1 $500.00 $500.00 2 8" CIPP SEWER LF 220 $45.00 $9,900.00 SUB -TOTAL ESTIMATED CONSTRUCTION COSTS $10,400.00 10% CONTINGENCIES $1,000.00 TOTAL ESTIMATED CONSTRUCTION COSTS $11,400.00 25% ENGR., FISCAL & ADMIN. $2,900.00 TOTAL ESTIMATED PROJECT COSTS $14,300.00 PART 2 - WATER MAIN: 3 MOBILIZATION LS 1 $7,000.00 $7,000.00 4 DEWATERING LS 1 $7,500.00 $7,500.00 5 ABANDON EXISTING WATER MAIN LF 625 $2.50 $1,562.50 6 REMOVE WATER MAIN LF 862 $2.50 $2,155.00 7 REMOVE SERVICE PIPE LF 800 $2.00 $1,600.00 8 REMOVE HYDRANT EA 1 2 $300.00 $600.00 9 REMOVE GATE VALVE AND BOX EA 7 $150.00 $1,050.00 10 CONNECT TO EXISTING WATER MAIN EA 7 $2,000.00 $14,000.00 11 6" DIP WATER MAIN, CLASS 52 LF 114 $42.00 $4,788.00 12 8" DIP WATER MAIN, CLASS 52 LF 801 $45.00 $36,045.00 13 IMPROVED PIPE FOUNDATION LF 801 $2.90 $2,322.90 14 POLYSTYRENE INSULATION SF 1 11 $28.00 $298.67 15 6" GATE VALVE AND BOX EA 3 $1,500.00 $4,500.00 16 8" GATE VALVE AND BOX EA 6 $2,000.00 $12,000.00 17 16" BUTTERFLY VALVE AND BOX EA 1 $4,500.00 $4,500.00 18 HYDRANT EA 2 $3,500.00 $7,000.00 19 DUCTILE IRON FITTINGS LB 963 $6.00 $5,778.00 20 CONNECT EXISTING SERVICE TO EXISTING MAIN EA 18 $650.00 $11,700.00 21 CURB STOP AND BOX EA 18 $1,150.00 $20,700.00 SUB -TOTAL ESTIMATED CONSTRUCTION COSTS $145,100.07 10% CONTINGENCIES $14,499.93 TOTAL ESTIMATED CONSTRUCTION COSTS $159,600.00 25% ENGR., FISCAL & ADMIN. $39,900.00 TOTAL ESTIMATED PROJECT COSTS $199,500.00 PART 3 - STORM SEWER: 22 MOBILIZATION LS 1 $4,500.00 $4,500.00 23 REMOVE PIPE LF 510 $7.50 $3,825.00 24 REMOVE STRUCTURE EA 6 $400.00 $2,400.00 25 REMOVE FES EA 5 $250.00 $1,250.00 26 CONNECT TO EXISTING STRUCTURE EA 1 $2,000.00 $2,000.00 27 ISEAL 72" MH EA 1 $1,000.001 $1,000.00 28 12" STORM SEWER, 0'-10' DEEP LF 15 $40.00 $600.00 29 15" STORM SEWER, 0'-10' DEEP LF 244 $45.00 $10,980.00 30 18" STORM SEWER, 0'-10' DEEP LF 229 $60.00 $13,740.00 31 6" PERFORATED PVC DRAIN TILE LF 1,600 $10.00 $16,000.00 32 2'x3' CB, INCL CSTG AND HDPE ADJ RINGS EA 2 $2,500.00 $5,000.00 33 4' DIA STORM CBMH, 8' DEEP, INCL CSTG AND HDPE ADJ RINGS EA 5 $4,000.00 $20,000.00 34 STORM DRAIN INLET PROTECTION EA 7 $200.00 $1,400.00 35 15" FES EA 1 $800.00 $800.00 36 18" FES EA 3 $1,250.00 $3,750.00 37 RIP RAP CY 80 $80.00 $6,400.00 SUB -TOTAL ESTIMATED CONSTRUCTION COSTS $93,645.00 10% CONTINGENCIES $9,355.00 TOTAL ESTIMATED CONSTRUCTION COSTS $103,000.00 25% ENGR., FISCAL & ADMIN. $25,800.00 TOTAL ESTIMATED PROJECT COSTS $128,800.00 Packet Page Number 416 of 452 J4, Attachment 3 Packet Page Number 417 of 452 PART 4 - STREET IMPROVEMENTS: 38 MOBILIZATION LS 1 $80,000.00 $80,000.00 39 TRAFFIC CONTROL LS 1 $20,000.00 $20,000.00 40 CLEARING AND GRUBBING EA 20 $500.00 $10,000.00 41 TEMPORARY CONSTRUCTION ENTRANCE CY 50 $45.00 $2,250.00 42 REMOVE SIGN EA 23 $25.00 $575.00 43 REMOVE MAILBOX EA 41 $50.00 $2,050.00 44 SAWING BITUMINOUS PAVEMENT LF 819 $5.00 $4,095.00 45 SAWING CONCRETE PAVEMENT LF 113 $5.00 $565.00 46 REMOVE CONCRETE DRIVEWAY SY 90 $7.00 $630.00 47 RECLAIM BITUMINOUS PAVEMENT SY 17,919 $4.00 $71,676.00 48 ITREE REPLACEMENT EA 20 $400.001 $8,000.00 49 SUBGRADE EXCAVATION (EV) - STREET CY 1,999 $20.00 $39,980.00 50 COMMON EXCAVATION (EV) - ROADWAY CY 19,995 $8.00 $159,960.00 51 COMMON EXCAVATION (EV) - TRAIL CY 521 $10.00 $5,210.00 52 GEOTEXTILE FABRIC, TYPE 5 - ROADWAY SY 14,804 $2.00 $29,608.00 53 SELECT GRANULAR BORROW CY 11,900 $10.00 $119,000.00 54 AGGREGATE BASE, CLASS 5 TN 8,319 $20.00 $166,380.00 55 AGGREGATE BASE, SIDEWALK (4") TN 516 $22.00 $11,352.00 56 WATER FOR DUST CONTROL MGAL 80 $37.50 $3,000.00 57 STREET SWEEPER WITH OPERATOR HR 40 $125.00 $5,000.00 58 CONCRETE CURB AND GUTTER, B618 LF 8,500 $14.00 $119,000.00 59 6" CONCRETE DRIVEWAY PAVEMENT SY 1,514 $45.00 $68,130.00 60 5' CONCRETE WALK SY 1,911 $45.00 $85,995.00 61 6" CONCRETE PEDESTRIAN RAMP SF 365 $45.00 $16,425.00 62 TRUNCATED DOMES SF 76 $40.00 $3,040.00 63 STABILIZING AGGREGATE CY 11,091 $10.00 $110,910.00 64 BITUMINOUS WEARING COURSE (1.5") TN 1,449 $80.00 $115,920.00 65 BITUMINOUS BASE COURSE (2") TN 1,932 $75.00 $144,900.00 66 BITUMINOUS MATERIAL FOR TACK COAT GAL 1,176 $3.50 $4,116.00 67 SILT FENCE LF 8,000 $2.00 $16,000.00 68 ADJUST MANHOLE CASTING EA 16 $450.00 $7,200.00 69 ADJUST VALVE BOX EA 23 $300.00 $6,900.00 70 INLET PROTECTION EA 12 $150.00 $1,800.00 71 FURNISH AND INSTALL SIGN EA 18 $150.00 $2,700.00 72 FURNISH AND INSTALL MAILBOX EA 41 $200.00 $8,200.00 73 FURNISH AND INSTALL STREET NAME BLADES EA 5 $375.00 $1,875.00 74 COMMON TOPSOIL BORROW CY 2,680 $17.50 $46,900.00 75 SODDING SY 3,900 $7.00 $27,300.00 76 SEED, FERTILIZER & MULCH SY 3,400 $5.00 $17,000.00 77 STRIPING (DUAL YELLOW & FOG LINE) LF 13,170 $3.00 $39,510.00 SUB -TOTAL ESTIMATED CONSTRUCTION COSTS $1,583,152.00 10% CONTINGENCIES $158,348.00 TOTAL ESTIMATED CONSTRUCTION COSTS $1,741,500.00 25% ENGR., FISCAL & ADMIN. $435,400.00 TOTAL ESTIMATED PROJECT COSTS $2,176,900.00 PROJECT COST SUB -TOTAL ESTIMATED CONSTRUCTION COSTS $1,832,297.07 10% CONTINGENCIES $183,202.93 TOTAL ESTIMATED CONSTRUCTION COSTS $2,015,500.00 25% ENGR., FISCAL & ADMIN. $503,900.00 TOTAL ESTIMATED PROJECT COSTS $2,519,400.00 Packet Page Number 417 of 452 J4, Attachment 3 Appendix C: Assessment Information Packet Page Number 418 of 452 Feasibility Assessment Roll County Road B and Arcade Street Improvements City Project 19-22 J4, Attachment 3 EXHIBIT 1 ParcelID SiteAddress Assessable Units Total Assessment Amount 092922330014 0 ARCADE ST 1 $6,600.00 162922220026 0 BURKE CT E 1 $6,600.00 082922440030 0 COUNTY ROAD B E 1 $6,600.00 172922120017 0 COUNTY ROAD B E 1 $6,600.00 172922410076 1859 ARCADE ST N 1 $6,600.00 172922410075 1863 ARCADE ST N 1 $6,600.00 172922410074 1865 ARCADE ST N 1 $6,600.00 172922410073 1869 ARCADE ST N 1 $6,600.00 172922410072 1875 ARCADE ST N 1 $6,600.00 172922410071 1885 ARCADE ST N 1 $6,600.00 172922410001 1915 ARCADE ST N 1 $33,924.00 172922140081 1925 ARCADE ST N 1 $20,769.00 172922140080 1933 ARCADE ST N 1 $6,600.00 172922140078 1941 ARCADE ST N 1 $6,600.00 172922140076 1942 KENWOOD DR E 2 $13,200.00 172922140077 1949 ARCADE ST N 1 $6,600.00 172922140085 1975 ARCADE ST N 2 $13,200.00 172922140073 2001 ARCADE ST N 1 $6,600.00 162922220015 2008 ARCADE ST N 1 $6,600.00 172922140072 2009 ARCADE ST N 1 $6,600.00 162922220014 2010 ARCADE ST N 1 $6,600.00 172922140071 2017 ARCADE ST N 1 $6,600.00 162922220013 2020 ARCADE ST N 1 $6,600.00 172922140084 2025 ARCADE ST N 1 $6,600.00 162922220012 2048 ARCADE ST N 1 $6,600.00 162922220011 2050 ARCADE ST N 1 $6,600.00 162922220010 2060 ARCADE ST N 1 $6,600.00 172922110090 2071 ARCADE ST N 1 $6,600.00 162922220009 2080 ARCADE ST N 1 $6,600.00 172922110077 2083 ARCADE ST N 1 $6,600.00 162922220008 2090 ARCADE ST N 1 $6,600.00 162922220007 2100 ARCADE ST N 1 $6,600.00 162922220006 2112 ARCADE ST N 1 $6,600.00 162922220005 2126 ARCADE ST N 1 $6,600.00 162922220019 2128 ARCADE ST N 1 $6,600.00 092922330013 2134 ARCADE ST N 1 $6,600.00 092922330012 2138 ARCADE ST N 1 $6,600.00 092922330011 2140 ARCADE ST N 1 $6,600.00 172922110002 2141 ARCADE ST N 1 $6,600.00 092922330010 2142 ARCADE ST N 1 $6,600.00 092922330009 2144 ARCADE ST N 1 $6,600.00 082922440018 2147 ARCADE ST N 1 $6,600.00 092922330007 2150 ARCADE ST N 1 $6,600.00 Packet Page Number 419 of 452 J4, Attachment 3 172922120020 2150 EDGERTON ST N 0.5 $3,300.00 172922110010 2150 KENWOOD DR E 1 $6,600.00 172922110001 2151 ARCADE ST N 1 $6,600.00 172922110011 2151 KENWOOD DR E 1 $6,600.00 082922440019 2153 ARCADE ST N 1 $6,600.00 082922440020 2155 ARCADE ST N 1 $6,600.00 092922330006 2158 ARCADE ST N 1 $6,600.00 092922330005 2160 ARCADE ST N 1 $6,600.00 082922440021 2161 ARCADE ST N 1 $6,600.00 082922440022 2165 ARCADE ST N 1 $6,600.00 082922430049 2165 KENWOOD CT N 1 $6,600.00 092922330004 2168 ARCADE ST N 1 $6,600.00 082922440031 2168 KENWOOD CT N 1 $6,600.00 092922330003 2170 ARCADE ST N 1 $6,600.00 082922440004 2171 ARCADE ST N 1 $6,600.00 082922440003 2175 ARCADE ST N 1 $6,600.00 092922330002 2180 ARCADE ST N 1 $6,600.00 082922440002 2185 ARCADE ST N 1 $3,450.00 092922330001 2190 ARCADE ST N 2 $6,900.00 082922440001 2195 ARCADE ST N 1 $3,450.00 092922320004 2200 ARCADE ST N 1 $3,450.00 172922120019 608 COUNTY ROAD B E 1 $6,600.00 082922430034 611 COUNTY ROAD B E 1 $52,272.00 172922120018 618 COUNTY ROAD B E 1 $6,600.00 082922430033 625 COUNTY ROAD B E 1 $6,600.00 172922120016 628 COUNTY ROAD B E 1 $6,600.00 082922430032 635 COUNTY ROAD B E 1 $6,600.00 172922120015 636 COUNTY ROAD B E 1 $6,600.00 172922120011 644 COUNTY ROAD B E 1 $6,600.00 082922430016 647 COUNTY ROAD B E 1 $6,600.00 172922120053 661 ELDRIDGE AVE E 1 $6,600.00 082922430015 669 COUNTY ROAD B E 1 $6,600.00 172922120003 678 COUNTY ROAD B E 1 $6,600.00 172922120002 688 COUNTY ROAD B E 1 $6,600.00 172922120001 696 COUNTY ROAD B E 1 $6,600.00 172922110018 714 COUNTY ROAD B E 1 $6,600.00 172922110017 720 COUNTY ROAD B E 1 $6,600.00 082922440013 725 COUNTY ROAD B E 1 $6,600.00 172922110016 730 COUNTY ROAD B E 1 $6,600.00 082922440014 735 COUNTY ROAD B E 1 $6,600.00 172922110015 738 COUNTY ROAD B E 1 $6,600.00 082922440024 739 COUNTY ROAD B E 1 $6,600.00 082922440023 741 COUNTY ROAD B E 1 $6,600.00 172922110014 746 COUNTY ROAD B E 1 $6,600.00 172922110013 752 COUNTY ROAD B E 1 $6,600.00 082922440016 759 COUNTY ROAD B E 1 $54,450.00 172922110012 760 COUNTY ROAD B E 1 $6,600.00 Packet Page Number 420 of 452 J4, Attachment 3 172922410070 808 BELLWOOD AVE E 1 $6,600.00 172922110079 809 BELMONT LN E 1 $6,600.00 172922110076 810 ELDRIDGE AVE E 1 $6,600.00 082922440048 811 COUNTY ROAD B E 1 $6,600.00 082922440049 813 COUNTY ROAD B E 3 $19,800.00 172922110080 816 BELMONT LN E 1 $6,600.00 162922220025 840 BURKE CT E 1 $6,600.00 092922330018 845 BURKE CT E 1 $6,600.00 162922220003 850 BURKE CT E 1 $6,600.00 092922330019 855 BURKE CT E 1 $6,600.00 162922220024 860 BURKE CT E 1 $6,600.00 Totals: 105.5 $815,565.00 Residential Full Reconstruction Unit Assessment Rate: $6,600.00 Residential Pavement Rehabilitation Unit Assessment Rate: $3,450.00 Arlington Hills Methodist Church - 759 County Road B Total Street Front -Footage: 412.5 Full Reconstruction Rate per Front -Foot: $132 Total Townhome Assessment: $54,450.00 Trinity Baptist Church - 611 County Road B Total Street Front -Footage: 396 Full Reconstruction Rate per Front -Foot: $132 Total Townhome Assessment: $52,272.00 North Metro Automotive -1925 Arcade Street Total Street Front -Footage: 120 Full Reconstruction Rate per Front -Foot: $132 Total Townhome Assessment: $20,769.00 Keller Lake Apartments -1915 Arcade Street Total Street Front -Footage: 257 Full Reconstruction Rate per Front -Foot: $132 Total Townhome Assessment: $33,924.00 Packet Page Number 421 of 452 1kMRM$e. p y County Road B &Arcade Street Improvements EXHIBIT 2 City Project 19-22 Preliminary Assessment Map 1 - 2220 2232 2235 22]2 2253 211 2241 2249 2135 2170 2'I SII �— I 211 x226 2224 - 2222 2216 22}3, 2250 - � 1— 1 ..... ...... 2213 2209 2210 2227 e16'I 2220 xzao 2150 2220 2201 2204 2196 2215 2159 // T9f ' 739 741 ]59 2205 ]0.5 ]1� 215J 0 2' IT 2191 ti 218J 2190 2182 2195 214] 2185 72E 3 Units 211E _. 706 114 ^13 ]20\ ® 625 ., 21]3 21]2 21]5 _ 2134 — 579 216It i� 72I 735 �i� i4 �6c 215 J 0 845 12150 44 1/2 Un6 S 6]8 y 346 i14� �2i ]2fi ?3 �k., i52� ]6CI 2151 2150 21 11 'V 2'121 e�t I /669 — 21an 2'I+'I \ \ 2190 608 fi1810 126 630y� / \ 2188 i41 ]51 I61 Ri 2141 2126 650 67 2135 2192 735 - 2112 21./ 693 . "" "' -' 21 c71G 2170 j 216fi 6601124 6]0 704 693 150 ]BO ]]0 2121 "'2101 2090 21fi0 87 E 2118 723 ]]1 739 749 I51 76 6EB/ C 2115 0 2094 0.". LlNeO Full Street Reconstruction Assessment Area - �� 2098 2100 0 010 ]1fi ]24 T33 i92 ]52 ]60 ]68 2091 2087 2089 2Gao zoea — 2''S'Y _ 2082 208')7 J U 4000 0 20000 1111 1 F111 Th I —pisa11,9-1—sbtic 11PUMom an"'a mzppiR9 Elle Intl is mr reverence onry oata layers mataPPwar on mis maP may"R notoe Notes er I 1 oescnpoon RN AO Mm meev_Fea m_ C_Y E -,-c IS oMson. D n S 3 (D 7 W County Road B & Arcade Street Improvements 1MIliapRmsey City Project 19-22 Preliminary Assessment Map 2 2205 804 — 789 777 J4, Attachment 3 EXHIBIT 3 7:,0 7 7-V, 7521 760; 2151 2150 219 741 2141 2140 214 751 764 771 4 l ... ... 7214 750 760 770 2121 Full Street Reconstruction Assessment Area - 7 Pavement Rehabilitation Assessment Area - 714 742 752 760 768 2091 0 810 2082 719 747 755 765 2075 785/ 797 20 400.0 0 200.00 400.0 Feet This map is a user generated static output froman Intemet Notes mapping site and is for reference only. Data layers that appear on Enter Map Description NAD_1113_HARN_Atlj_MN_Ramsey_Feet this map may or may not be accurate, current, or otherwise reliable. © Ramsey County Enterprise GIS THIS MAP IS NOT TO BE USED FOR NAVIGATION Packet Page Number 423 of 452 County Road B & Arcade Street Improvements 14LMapRamsey City Project 19-22 Preliminary Assessment Map 3 729 739 747 785 2::71 2 01 �• 797:' 2(X., 728 738 746 756 2061 809 2000 2060 _a 729 739 749 2047 - 910 816 2040 2034 2029 2030 785 791 817 2:i21 2028 y 2024 2022 2018 80� 2015 776 2006 2005 784 792 2009 999 2Ji 2000 2000 0 1989 2 Units 1979 1990 'I 975 1 1950 / I 2 Units 1958 �� 1948 1942 1948 1949 t 947 1943 1940 --- ti\ 1936 1911 -FT1i TT 767 735 741 751 755 763 1 S59 795 1933 - '1'325 II'. T 736 740 748 750 762 768 774 782 1908 800 -P-F-L 1 1�.?I5 787 741 745 749 755 763 773 777 796 1884 101 100 101 0 02 808 876 103 103 10fi 6 - 108 1 g5 1861 107 108 860 1'75 10 1855 1861 213 1e6r 854 205 207 209 1:55 211 70 212 v ?. D Q 210/ / 200 1 .5. J4, Attachment 3 EXHIBIT 4 400.0 0 200.00 400.0 Feet This map is a user generatec static output from an inleme, Notes mapping site and is for reference only. Data layers that appear on Enter Map Description NAD_1983_HARN_Adj_MN_Ramsey_Feet this map may or may not be accurate, current, or otherwise reliable. © Ramsey County Enterprise GIS THIS MAP IS NOT TO BE USED FOR NAVIGATION Packet Page Number 424 of 452 QBOLTON & MENK Real People. Real Solutions. January 13, 2020 Steve Love, P.E. Public Works Director/City Engineer City of Maplewood 1902 County Road B East Maplewood, MN 55109 RE: City Project No. 19-22 - County Road B and Arcade Street Improvements Dear Mr. Love: J4, Attachment 4 2035 County Road Q East Maplewood, MN 55109-5314 Ph: [651) 704-9970 Fax: [651) 704-9971 Bolton-Menk.com We appreciate the opportunity to submit this proposal to the City of Maplewood for professional engineering services for the final design and bidding phases of the City's County Road B and Arcade Street Improvements project. This proposal is based on the feasibility report submitted at this time, our conversations and past experience with similar projects. Our proposed effort involves an estimated 2,078 hours of Bolton & Menk staff time. The associated proposed hourly, not -to -exceed fee is $276,430.00. SCOPE OF IMPROVEMENTS General Considerations This project has been added to the City's CIP due to improvements by Xcel Energy that are planned for these roadways in 2020. Detailed coordination with the utility has been and will continue to be necessary throughout all phases of the project. City standards and processes shall be followed. County Road B The planned improvement in this area includes the reconstruction of County Road B from Edgerton Street North (owned by Ramsey County) to Arcade Street. In addition to roadway reconstruction, a bituminous trail is planned for the southerly boulevard. This segment of trail is a Priority Pedestrian and Bicycle Project Corridor in the City's Comprehensive Plan and will connect existing facilities. The project will include improvements to the storm sewer and the water main which is owned and operated by St. Paul Regional Water Services (SPRWS). Detailed coordination has been and will continue to be necessary throughout all phases of the project. Arcade Street The planned improvement in this area includes the reconstruction of Arcade Street from approximately 500 feet south of Highway 36 to Maplewood Drive (Highway 61). The intersection at Roselawn Avenue East is proposed to be included in the project due to storm sewer and water main work in the area. P:\WORKS\AGENDA\011320\19-22 County Road Band Arcade\MPWD Co Rd B and Arearde Street Proposal DesignBid.doex Bolton & Menk is an eoual 0000rtunity employer J4, Attachment 4 Mr. Steve Love, P.E. January 13, 2020 Page 2 of 4 In addition to roadway reconstruction, a concrete sidewalk is planned for the west side of Arcade Street. Existing conditions may require segments of short retaining wall in order to construct pedestrian facilities here. The project will include improvements to the storm sewer, sanitary sewer and water main (SPRWS). WORK PLAN Our work scope will include final design and preparation of the plans and specifications. Our proposed approach is as follows: • Design Services. Includes geometric roadway design, bituminous and concrete walk design, storm sewer design, and plan production. This will include preparation of plans and specifications in the standard City formats. Based on our understanding of the project, we anticipate the plan set will consist of 105 sheets as follows: o Title Sheet, Legend, General Notes (3) o SEQ (2) o Location Plan (2) o Existing Conditions and Removals (5) o Typical Sections, Phasing Plan, Detour (3) o Erosion Control Plan, SWPPP (11) o Sanitary Sewer and Watermain Plan and Profile (12) o Storm Sewer and Profile (4) o Street Plan and Profile, Intersection Details (13) o Traffic Control, Signing and Striping (11) o Standard Detail Plates (14) o Cross Sections (25) This assumes vehicular and pedestrian staging and traffic control related requirements will be coordinated with Xcel Energy's project and will be detailed in the specifications and submitted for approval by the contractor. • Project Specifications. This document will be prepared in accordance with City standards. Project Permitting and Private Utility Coordination. We will coordinate with local, county and state agencies, utility companies, and permitting agencies, as required. We will also coordinate with private utilities throughout the course of the project to determine if relocations are required. Bidding Services. We will solicit bids, answer questions, issue addenda if needed, open bid and prepare a letter of recommendation. PROJECT ASSUMPTIONS Our proposal is based on the best information available and accounts for minor scope revisions as the project moves forward. For clarity, we have listed a majority of the assumptions below: P:\WORKS\AGENDA\011320\19-22 County Road B and Arcade\MPWD Co Rd B and Arcarde Street Proposal DesignBid.doex Bolton & Menk is an equal 0000rtunity employer J4, Attachment 4 Mr. Steve Love, P.E. January 13, 2020 Page 3 of 4 • No additional ROW and/or easements will be required. • The City will create the assessment rolls. We will assist the City with figures and cost estimates for the assessments. • We will assist the City with presentations to Council. We will provide all back up data required for the City to include in the Council agenda packets and materials for presentations, if required. PROJECT SCHEDULE We will begin our work immediately after authorization. Presuming authorization on January 13, 2020 Plans and Specifications will be ready to present to City Council on February 24, 2020. TASK HOUR BUDGET Bolton & Menk will perform the work as described herein. We have included detailed fee spreadsheets as attachments to this proposal. The spreadsheets depict the work effort anticipated, hourly rates and total effort on a per task basis. Generally, our effort is anticipated to be as follows: Task Hours Fees Final Design 2,078 $276,430.00 SUMMARY Bolton & Menk has engineers and technicians available to immediately begin preparation of the plans and specifications. If there are any questions, please contact me at the number listed below. Sincerely, BOLTON & MENK, INC. Cristina M. Mlejnek, P.E. Project Manager (612) 760-4350 CC: Mark Kasma, P.E. Attachments: - Analysis of Hours - Fee Summary P:\WORKS\AGENDA\011320\19-22 County Road B and Arcade\MPWD Co Rd B and Arcarde Street Proposal DesignBid.doex Bolton & Menk is an equal 0000rtunity employer Mr. Steve Love, P.E. January 13, 2020 Page 4 of 4 APPROVED BY: CITY OF MAPLEWOOD City Manager Date J4, Attachment 4 Mayor Date P:\WORKS\AGENDA\011320\19-22 County Road B and Arcade\MPWD Co Rd B and Arcarde Street Proposal DesignBid.doex Bolton & Menk is an equal 0000rtunity employer County Road B & Arcade Street Improvements City Project 19-22 .CJCIILe6 LU Maplewood City %—ouiici, January 13, 2020 VIKING DR. SQ Ke aJ a L � , Z s z -AURIE CT. a 25 BURK C7. COJEIY J RC. I BURKMopiecrest s `n ,J �1111 AVE.L ,JAV E. /�`\ ELDRIDGEAVE. `- Oehrline BELMONT N. 58 Lake <N AVE. j SKILLMAN Al, KENV GOD ate. 60 J�� ROSELAWN AVE. al AVE. BELLWOOD qV 61 � SUMMER o a 'ROPOSEO STREET IMPROVEMENT NO SCALE County Road B and Arcade Street Improvements Project Location Map City Project 19-22 j K -n m o m N O� Dvo m m nOD v — m — _Z m w o n N 2 A O d Why These Streets? • Poor pavement condition • 1.45 Miles in Length • Average PCI Rating — 46/100 • Numerous Drainage Issues • Water ponding in street • Significant Icing in winter • Lack of storm sewer system • Lack of concrete curb • Xcel Energy is replacing gas transmission line under the roadway. Resident Communications Informational Packet —October 10th, 2019 • Street Improvement Article, Street Improvement FAQ, Assessment Informational Flyer, & Resident Questionnaire Neighborhood Meeting #1 — October 23rd, 2019 • Presentation followed by Q & A Session • Areas of discussion included street conditions, Xcel Energy's involvement, drainage concerns, proposed walkway layout, parking concerns, proposed street width concerns, and traffic concerns. Additional neighborhood meetings will be scheduled as the project progresses. K (� �( o� ymm � m 3 nom v � m m w N O � N � A O Q Project Scope • Full Street Reconstruction • New Concrete Curb & Gutter • New Road Aggregate Base and Sub -base • 2- New Layers of Asphalt Pavement • Storm Sewer System Upgrades • Walkway Installations • South side of County Road B • West side of Arcade Street • Minor Sanitary Sewer Repairs • Watermain Removal and Replacement Maple �o Dv� m m v noD m w o n N a A O Q AL Project Costs & Funding Project Cost • Total Estimated Project Cost = $5,048,900 Project Funding • G.O. Improvement Bonds • Street Revitalization Fund • Special Benefit Assessment • Environmental Utility Fund • Sanitary Sewer Fund • Saint Paul Regional Water Services & W.A.C. Funds • Xcel Energy K„ m w N O � N � A O Q Tentative Project Schedule • Council Receives Feasibility Study - January 131h,2020 • Neighborhood Meeting #2 - February 61h,2020 • Public Hearin_ - February 10th, 2020 • Residents Provide Input on Proposed Improvements • Council Votes after Public Hearing • Neighborhood Meeting #3 - April 2020 • Assessment Hearing and Award of Contract — April 2020 • Residents Provide Input on Proposed Assessments • Council Votes after Assessment Hearing • Construction • May —November 2020 �( o� ymm (D m 3 nom v � m m w N O � N � A O Q Recommendation • Approval of the Resolution Accepting the Feasibility Report, Authorizing the Preparation of Plans and Specifications, Calling for a Public Hearing at 7:00 p.m. on February 10, 2020, and Utilizing the Services of Bolton and Menk, Inc. to Complete the Final Design for the County Road B & Arcade Street improvements, City Project 19-22 �„ �( o� ymm (D m 3 nom v _ m m w N O � N � A O Q K -n N O �p 3 0-0 Dv� mmmmmmom m m m Maplewood v o mow, o0 N 0 A O O_ What is a Special Assessment? • Funding source utilized to finance a portion of public improvements • Maximum rates are set by the City Council on a yearly basis. • Independent appraisal firm hired to determine benefit received by properties. • Per Minnesota State Statute 429 the assessment amount cannot be more than the direct benefit to the property. m w N O � N � A O Q Special Assessment • Assessment Hearing — April 2020 • Prior to the Assessment Hearing • Residents will be mailed an official assessment notice • Assessment amount • Payment options • Deferral options • Right to object • Neighborhood meeting to cover assessments �„ �( o� ymm (D m 3 no(D v m m w N O � N � A O Q Assessment Payment Information • Several payment options • Full Payment • Partial Payment • Remaining amount will be certified to Ramsey County • Full amount certified to Ramsey County • Certified amounts will be paid over a 15 year period with Ramsey County property taxes �„ �( o� ymm (D m 3 no(D v m m w N O � N � A O Q Assessment Deferral Information • Deferral Options —15 year period with interest • Proven financial hardship and one of the following: • 65 year of age or older • Retired by virtue of a permanent and total disability • National Guard or other military reserve called into active duty • Undeveloped property deferral —15 year period with interest • Assessments are terminated if no improvements are made within the deferment period �„ �( o� ymm (D m 3 no(D v m m w N O � N � A O Q J5 CITY COUNCIL STAFF REPORT Meeting Date January 13, 2020 REPORT TO: Melinda Coleman, City Manager REPORT FROM: Michael Sable, Assistant City Manager/HR Director PRESENTER: Melinda Coleman, City Manager AGENDA ITEM: 2019-2020 Collective Bargaining Agreement with International Association of Fire Fighters - Fire Officers - Local 4470 Action Requested: ✓ Motion ❑ Discussion ❑ Public Hearing Form of Action: ❑ Resolution ❑ Ordinance ✓ Contract/Agreement ❑ Proclamation Policy Issue: The existing union contract between the City of Maplewood and the International Association of Fire Fighters (IAFF) — Fire Fighters — Fire Officers, Local 4470 expired on December 31, 2018; and staff recommends the City Council approve a new two (2) year collective bargaining agreement. Recommended Action: Motion to approve the 2019 and 2020 Collective Bargaining Agreement between the City of Maplewood and the International Association of Fire Fighters — Fire Fighters — Fire Officers - Local 4470; and authorize the Mayor and City Manager to execute the contract on behalf of the City. Fiscal Impact: Is There a Fiscal Impact? ❑ No ✓ Yes, the true or estimated cost is $61,691 over 12 years. Financing source(s): ✓ Adopted Budget ❑ Budget Modification ❑ New Revenue Source ❑ Use of Reserves ❑ Other: n/a Strategic Plan Relevance: ❑ Financial Sustainability ❑ Integrated Communication ❑ Targeted Redevelopment ❑ Operational Effectiveness ❑ Community Inclusiveness ❑ Infrastructure & Asset Mgmt. Background The membership of the International Association of Fire Fighters (IAFF) — Fire Fighters — Fire Officers - Local 4470 has 3 employees in the job classification of Captain Fire Fighter/EMT or Fire Fighter/Paramedic. The current two-year contract was previously approved for the term January 1, 2017- December 31, 2018. Although the existing contract expired on December 31, 2018, the Public Employee Labor Relations Act (PELRA) outlined in state statute requires the current contract remain a legally binding document until a new agreement is reached. Packet Page Number 429 of 452 J5 On August 27, 2018, the City Council met in closed session to discuss strategy and to provide direction. Since that time there have been several negotiation meetings with each of the bargaining groups to discuss contracts. The most recent update and discussion with the Council was a closed session on December 10, 2018 to consider strategies, review offers received from the bargaining units, analyze fiscal considerations, and to develop negotiation positions for counter-proposal(s). The following value propositions provide the framework for which tentative agreements have been reached with 6 of the 7 collective bargaining agreements. The City Council shall discuss the impacts of the proposed contract and whether the contract meets the goals of the City. • The proposed contract is in alignment with direction given from City Council in previous closed sessions. • Internal equity. General wage adjustments established at 3.0% for fiscal years 2019 and 2020 continues an established internal compensation pattern. • External market. General wage adjustments established at 3.0% for fiscal years 2019 and 2020 maintains the city's rank in the external market. For the purpose of Maplewood, the Stanton 5 group is our referenced comparable. A majority of the positions in the City are at or above the 60th percentile. • Employer's ability to pay. Compensation and benefits do not compromise the fiscal health of the City and fit within the parameters of the revenue generated from the City's tax levy; as well as budgeted expenditures approved in the 2019 budget. [2020 wages and benefits will need to be considered during the 2020 budget approval process] • Valuing City employees and other economic factors. Compensation and benefits are competitive in the market which has and will continue to favorably position the City to retain and recruit employees. The following summarizes the most significant changes in the new 2 -year collective bargaining agreement with IAFF — Fire Fighter — Fire Officers - Local 4470: • Compensation/Wages. 1. Annual wage adjustment as follows: ■ 2019: 3.0% on January 1St ■ 2020: 3.0% on January 1St 2. Adjust the step schedule as follows: ■ After 5 years of service becomes 4 years of service ■ After 7 years of service becomes 6 years of service ■ After 12 years of service becomes 8 years of service ■ After 15 years of service is eliminated ■ After 20 years of service becomes 12 years of service The step schedule is reduced from the current nine (9) steps down to eight (8) steps and compresses the step schedule from 20 years to 12 years. This reduction in the number of steps, and the compression of the schedule is done to mirror the contract Packet Page Number 430 of 452 J5 language that exists in the Police Sergeants Collective Bargaining Agreement. The role of Fire Captain is similar in supervisory responsibilities to that of a Police Sergeant, including training, coaching, mentoring, and day-to-day supervision of staff. This attempt to build internal equity in the collective bargaining agreements of supervisory staff positions in the City well in to the future. • Clothing and Equipment Provides each SWAT medic up to $400.00 per year for clothing and equipment. Health Insurance. No changes to health benefits. The City received a 0% premium increase for 2019 and proposes to maintain the current cost participation splits between the City and the employee. For 2020, or year two of the contract, the City proposes a contract re -opener. Given the uncertainly of premiums, there are too many variables and risk to insurance terms. The City has an established "Insurance Committee"; with representation from both management and union employees. Any deviations from the allocation splits will need to be approved [via contract addendum]. Tuition Reimbursement. The contract language references the City's personnel policy regarding education assistance and becomes the new language. • Funeral/Bereavement Leave. This is a new provision that reflects past practice and also is consistent with the Police Officers and Police Sergeants collective bargaining agreements. Attachments 1. Redline Draft of the 2019-2020 Collective Bargaining Agreement Packet Page Number 431 of 452 J5, Attachment 1 COLLECTIVE BARGAINING AGREEMENT BETWEEN CITY OF MAPLEWOOD, MN AND INTERNATIONAL ASSOCIATION OF FIRE FIGHTERS - FIRE FIGHTERS LOCAL 4470 — O Fire Officers January 1, 201 through December 31, 20 Packet Page Number 432 of 452 J5, Attachment 1 Table of Contents ,ARTICLE I - ----------------------------------------------------.... PURPOSE AND INTENT ....................... ......... .. ---- - - Formatted: runt: (Default) Arial ARTICLE II RECOGNITION.........................................................................2-22 ARTICLE III DEFINITIONS...........................................................................222 ARTICLE IV ASSOCIATION SECURITY ......................................................333 ARTICLE V EMPLOYER AUTHORITY ........................................................444 ARTICLE VI GRIEVANCE PROCEDURE ....................................................444 ARTICLE VII NON-DISCRIMINATION ..........................................................666 ARTICLE VIII SENIORITY.............................................................................77-7 ARTICLE IX ANNUAL LEAVE.....................................................................899 ARTICLE X INSURANCE...........................................................................99-9 ARTICLE XI CLOTHING AND EQUIPMENT.........................................1242 ARTICLE XII HOURS............................................................................132 ARTICLE XIII HOLIDAYS.......................................................................144414 ARTICLE XIV TUITION REIMBURSEMENT...........................................15i5ia ARTICLE XV DISCIPLINE......................................................................16161a ARTICLE XVI WAGES.............................................................................166 ARTICLE XVII INJURY ON DUTY - SALARY CONTINUA TION..............18 i 8 i 7 ARTICLE XVIII WORKING OUT OF CLASSIFICATION...........................191943 ARTICLE XIX BEREAVEMENT/FUNERAL LEAVE ................................. t--- Formatted: Normal 139 ARTICLE XIX WAIVER AND SAVINGS CLAUSE ............................. 19 i 943 Packet Page Number 433 of 452 J5, Attachment 1 ARTICLE I PURPOSE AND INTENT This Agreement entered into as of January 1, 201 between the City of Maplewood, Minnesota, Municipal Corporation, hereinafter called "EMPLOYER" and /or "City", and the International Association of Firefighters, Fire Officers, Local 4470-0 hereinafter called the "ASSOCIATION" and/or "Union" and/or "Collective Bargaining Group" and/or "Group." It is the intent and purpose of this agreement to: 1.1 Establish certain hours, wages and other conditions of employment; 1.2 Establish procedures for the equitable and peaceful resolution of disputes concerning this agreement's interpretation and/or application; 1.3 Specify the full and complete understanding of the parties; and 1.4 Place in written form the parties' agreement upon terms and conditions of employment for the duration of this agreement. The Employer and the Collective Bargaining Group through this agreement, continue their dedication to the highest quality public service. Both Parties recognize this agreement as a pledge of this dedication. ARTICLE II RECOGNITION 2.1 The EMPLOYER recognizes the ASSOCIATION as the Exclusive Representative for the following classifications: Fire Captain — EMT Fire Captain — Paramedic 2.2 In the event the EMPLOYER and the ASSOCIATION are unable to agree as to the inclusion or exclusion of a new or modified job class, the issue shall be submitted to the Bureau of Mediation Services for determination. ARTICLE III DEFINITIONS 3.1 Association: International Association of Fire Fighters, Local 4470-0. 3.2 Association Member: A Member in good standing of Local 4470-0, IAFF. 3.3 Bargaining Unit Seniority: Seniority as a Member of this Bargaining Unit. 3.4 Continuous Service: Unceasing service from last date of hire, including approved paid leaves of absence and unpaid leaves of less than one pay period. 3.5 Days: Unless otherwise indicated, days mean calendar days. 3.6 Emergency Call Back: Immediate return of an employee to perform assigned duties at the express authorization of the EMPLOYER at a time other than regular assigned shift. An extension of, or early report to, a regular assigned shift is not a call back Packet Page Number 434 of 452 3.7 Employee: A member of the International Association of Fire Fighters, Local 4470, covered by this AGREEMENT. 3.8 Employer: City of Maplewood, Minnesota. 3.9 Job Class Seniority: Employee's length of continuous service in a job class. 3.10 Layoff: Separation from service with the EMPLOYER, necessitated by lack of work, lack of funds, or other reasons without reference to competence, misconduct, or other behavioral considerations. 3.11 Leave of Absence: An approved absence from work duty during a scheduled work period with or without compensation. 3.12 Meal Break: A period during the scheduled shift during which the Employee remains on continual duty, not conducting the regular tasks and responsibilities of the position, however is available in the event activity would dictate their immediate return to duty. 3.13 Probationary Period: The first twelve (12) months of service of a newly hired or rehired Employee. 3.14 Promotion: A change of an Employee from a position in one job classification to a position in another job classification with higher maximum compensation. Assignments are not promotions and are temporary in nature at the discretion of the Fire Chief. 3.15 Rest Break: Periods during the scheduled shift during which the Employee remains on continual duty, not conducting the regular tasks and responsibilities of the position, however is available and in close proximity, in the event activity would dictate their immediate return to duty. 3.16 Scheduled Shift: A consecutive work period including rest breaks and a meal break. 3.18 Strike: Concerted action in failing to report for duty, the willful absence from one's position, the stoppage of work, slow -down, or abstinence in whole or in part from the full, faithful and proper performance of the duties of employment for the purposes of inducing, influencing, or coercing a change in the conditions or compensation or the rights, privileges or obligations of employment. ARTICLE IV ASSOCIATION SECURITY 4.1 In recognition of the ASSOCIATION as the certified exclusive representative of the listed classifications of personnel specified in 2.1, the EMPLOYER shall deduct from the wages of employees, such a deduction an amount sufficient to provide payment of dues established by the ASSOCIATION. Such monies shall be divided equally between the first and second pay -period of the month and shall be remitted to the appropriate designated Officer of the ASSOCIATION. Dues appeals or challenges may be filed in accordance with State Statute. J5, Attachment 1 Packet Page Number 435 of 452 J5, Attachment 1 4.2 The ASSOCIATION may designate two employees plus one alternate from the bargaining unit to act as steward and representatives and shall inform the EMPLOYER in writing of such choices within thirty (30) days of such selection. 4.3 The EMPLOYER shall make space available on a bulletin board for posting ASSOCIATION notices and announcements. 4.4 Officers of the ASSOCIATION shall be allowed reasonable time off without pay, with prior approval of their immediate supervisor for the purpose of conducting ASSOCIATION business as provided by State Statute, when such time away from their normal work duties will not unduly interfere with the operation of the department. Officers of the ASSOCIATION shall be allowed leaves of absence without pay, when requested, to fulfill their duties as ASSOCIATION Officers as allowed by State Statute. 4.5 The ASSOCIATION agrees to indemnify and hold the EMPLOYER harmless against any and all claims, suits, orders, or judgments brought or issued against the EMPLOYER as a result of any action taken or not taken by the EMPLOYER in accordance with the provisions of this Article. ARTICLE V EMPLOYER AUTHORITY 5.1 The EMPLOYER retains the full and unrestricted right to operate and manage all staff, facility and equipment; to establish functions and programs; to set and amend policies, procedures and budgets; to determine the utilization of technology; to establish and modify the organizational structure; to select, direct and determine the number of personnel; to establish work schedules, and perform any inherent managerial function not specifically limited by this AGREEMENT. 5.2 The ASSOCIATION agrees that any managerial right not specifically limited by this AGREEMENT shall remain solely within the discretion of the EMPLOYER. 5.3 The ASSOCIATION agrees that during the life of this AGREEMENT that the ASSOCIATION will not cause, encourage, participate in, or support any strike, slowdown, or other interruption of, or interference with, the normal functions of the EMPLOYER. ARTICLE VI GRIEVANCE PROCEDURE 6.1 For purpose of this AGREEMENT, the term "grievance" means any dispute between the EMPLOYER and the Employee(s) concerning the interpretation or application of the specific terms and conditions of this AGREEMENT. Both parties recognize that should a provision of this AGREEMENT be specifically in conflict with an Employment Rule, this AGREEMENT shall prevail; any Employment Rule not directly modified or abridged by this AGREEMENT shall remain in full force. The EMPLOYER and the ASSOCIATION agree to the following grievance procedure. Each step of the procedure shall be strictly adhered to or the grievance shall be deemed withdrawn. Packet Page Number 436 of 452 6.2 First Step: The Employee, with or without the Steward, shall take up the grievance or dispute with the Employee's immediate supervisor within twenty-one (21) days of the date of the grievance or the Employee's knowledge of its occurrence. The Supervisor shall attempt to resolve the matter and shall respond to the Employee within ten (10) days. If the immediate supervisor is the Department Head, the grievance procedure shall begin at the second step. 6.3 Second Step: If the grievance is not resolved in the first step, the ASSOCIATION shall present the grievance, in writing, to the Department Head within fourteen (14) days after the Supervisor's response is due. All grievances shall state the facts upon which they are based, when they occurred, the specific provision(s) of the AGREEMENT allegedly violated, the remedy requested, the avenue through which redress is sought, and shall be signed by an Officer of the Local. References to Officer of the Local for the purposes of this Article shall mean; the President, Vice -President or Steward. If such written request is made, the Department Head, or his/her designee, shall meet with the Employee and the Steward within fourteen (14) days after the date of receipt of this request. The Department Head shall give a written answer to the Steward within fourteen (14) days after the meeting. 6.4 Third Step: If the grievance is not resolved in the Second Step, the ASSOCIATION shall notify the City Manager of their desire to appeal the grievance. Said written appeal must be served upon the City Manager within twenty-one (21) days after receipt of the Department Head's Second Step response. If such request is made, the grievance shall be reviewed at a meeting between the City Manager, management staff determined by the City Manager as necessary, Association President, and/or Representative, within fifteen (15) days after receipt by the City Manager of the notice of desire to appeal. A written answer shall be given by the City Manager within fifteen (15) days after the date of the Third Step meeting. Any grievance not appealed, in writing, to Step Four by the ASSOCIATION, shall be considered withdrawn. 6.5 Fourth Step: If both parties, having exhausted the grievance steps provided herein, cannot settle the grievance, the ASSOCIATION may submit the issue in dispute to binding arbitration within fifteen (15) days of receipt of the Third Step answer and shall notify the City Manager, in writing, of its intent to do so. The ASSOCIATION will request the Minnesota Bureau of Mediation Services to submit a list of seven (7) names from which the parties shall, within fourteen (14) days after receipt of such list, select the arbitrator by striking alternately one name each and the remaining person shall be the arbitrator. A toss of the coin shall determine who shall strike the first name. 6.6 An arbitrator shall have no right to amend, modify, nullify, ignore, add to, or subtract from the provisions of this AGREEMENT. The arbitrator shall consider and decide only the specific issue(s) submitted in writing by the EMPLOYER and the ASSOCIATION and shall have no authority to make a decision on any other issue not so submitted. The arbitrator shall be without power to make decisions contrary to, or inconsistent with, or modifying or varying in any way the application of laws, rules or regulations having the force or effect of law. The arbitrator shall submit their decision in writing within thirty (30) days following the J5, Attachment 1 Packet Page Number 437 of 452 J5, Attachment 1 close of the hearing or the submission of briefs by the parties, whichever is later, unless the parties agree to an extension. 6.7 The fees and expenses for the arbitrator's service and proceedings shall be borne equally between the parties, except that each party shall be responsible for compensating its own representatives and witnesses. If either party desires a verbatim record of the proceedings it may cause such a record to be made, providing it pays for the record. If both parties desire a verbatim record of the proceedings, the cost shall be borne equally for said record. 6.8 If a grievance is not presented within the time limits set forth above, it shall be considered withdrawn. If a grievance is not appealed to the next step within the time limit or any agreed extension thereof, it shall be considered settled on the basis of the EMPLOYER'S last answer. If the EMPLOYER does not answer a grievance or an appeal thereof within the specified time limits, the ASSOCIATION may elect to treat the grievance as denied at that step and may appeal the grievance to the next step. The time limit in each step may be extended only by mutual agreement of the EMPLOYER and the ASSOCIATION in each step. 6.9 Should a grievance involve the suspension, demotion, or discharge of an Employee who has completed the required probationary period, the grievance shall be initiated at Step Three. If appealed to the procedure outlined in Step Three a written appeal must be served on the City Manager within ten (10) days after the Employee's receipt of the notice of suspension, demotion, or discharge. An Employee pursuing a statutory remedy is precluded from also pursuing an appeal under this procedure unless otherwise required by law. Selection of any procedure other than Step three shall terminate the Employee's right to seek redress under this Article. 6.10 It is recognized and accepted by the ASSOCIATION and the EMPLOYER that the processing of grievances as hereinafter provided is limited by the job duties and responsibilities of the Employees and shall therefore be accomplished during normal working hours, only when consistent with such Employee's duties and responsibilities. The aggrieved Employee and the Steward shall be allowed a reasonable amount of time without loss of pay when a grievance is investigated and presented to the EMPLOYER during normal working hours, provided the Employee and the Steward have notified and received the approval of their immediate supervisor who has determined that such absence is reasonable and would not be detrimental to the work programs of the EMPLOYER. Meetings held during a steward's non -working hours will not be paid time. ARTICLE VII NON-DISCRIMINATION The provisions of this Agreement shall be applied to all Employees in the Bargaining Group without discrimination as to age, sex, marital status, race, color, creed, sexual orientation, national origin or political affiliation. The Bargaining Group and the Employer agree to meet and confer to discuss accommodations for "qualified" disabled Employees as the need arises, consistent with the intent of the Americans with Disabilities' Act. Packet Page Number 438 of 452 ARTICLE VIII SENIORITY 8.1 Seniority is defined as a regular Employee's length of continuous service with the EMPLOYER since the Employee's last hire date. No time shall be deducted from an Employee's seniority due to approved paid absences, or unpaid absences of less than a full pay period. 8.2 Bargaining Unit Seniority: is defined as the length of continuous service to the Employer within the Bargaining Unit as a full time Employee. Employees with the same hire date shall be given seniority ranking based on the Employee's final accumulative score obtained in the hiring process.ea hi.+h with the earlier# date reGeiViRge higher .,Li.,.. 8.3 An Employee's Bargaining Unit seniority shall be terminated: a) If the Employee resigns, retires, is permanently transferred outside the Bargaining Unit for longer than six months, or is discharged. b) If, when recalled to work following a layoff, the Employee fails to return to work within twenty-one (21) days after the EMPLOYER sends a written notice of recall by certified mail to the Employee's last address on record with the EMPLOYER. C) When an Employee has been laid off for a period in excess of twelve (12) consecutive months. 8.4 When it is necessary to reduce the number of Employees, probationary Employees will be laid off first. The EMPLOYER agrees that, in laying off, it will lay off Employees according to seniority (providing the remaining Employees have the ability, or can be trained, to perform the remaining work). Employees shall be recalled following such layoffs in reverse order of layoff. 8.5 Any former Employee of the City may be rehired only under the condition of a new employee and no seniority or prior service will be given, except as expressly provided by this AGREEMENT. 8.6 All Employees will serve an additional probationary period of six months when promoted to a rank in which the Employee has not served a probationary period. 8.7 Employees will be permitted to voluntarily switch shifts with prior authorization from the Assistant Chief or their designee. The voluntary switching of shifts shall be between the Employees, once approved, and shall not obligate the EMPLOYER to overtime or callback pay. 8.8 [waitiR-q f4ap !aRq6iaqe fpom Pipe F=0_qhteP&j9hi#s will 199 laid semi aRRually OR a seRi9Fity basis, RI., fe. EFR1.I........IS kh'hA have a ple+ed +hei. iRitial p ebatieRar-. peried pyided the Employer reserves the right, ..Men fa- Ged % ,i+h 6 eGted e the depaFtFneRt Fequipes it. if the FeMP OYER Jeter..- iRL-96 that diff..Fe Rt .MFFRg AWL, R.Reded 9R aRy shift, shi#s FRay be Fe -bid RG GIRAR:19d RGGGssary by the FEMRLQYFERThe Chief Will J5, Attachment 1 Packet Page Number 439 of 452 J5, Attachment 1 Requests fer PRA -re than a ne renser-i-tive . GAtiOR p rood (3 weeks) requires 8.8 Tours and/or Shifts will be bid annuallv on a senioritv basis. onlv for Emplovees who have completed their initial probationary period provided the Employer reserves the right, when faced with unexpected or unplanned need, to assign an Employee without regard to seniority if the need of the department requires it. If the EMPLOYER determines that different staffing levels are needed on any tour and/or shift, tours and/ or shifts may be re -bid as deemed necessary by the EMPLOYER. The Chief will determine the number of each lob class to be scheduled on each crew and shift prior to tour and/or shift bidding. The Fire Chief and the Association President may agree to re -bidding earlier than scheduled if situations occur warranting such modification. Each quarter, employees may select one vacation period by seniority. A vacation period is defined as one or more consecutive work days per the prescribed tour and/or shift schedule; not to exceed one shift rotation (3 weeks). Requests for more than one consecutive vacation period (greater than 3 weeks) requires Department Head approval. ARTICLE IX ANNUAL LEAVE 9.1 The EMPLOYER shall provide Annual Leave as described in the City of Maplewood Personnel Policies with the following exceptions: Employees on a 2,912 hours per year annual schedule shall accrue: a. Nine 24—hour annual leave days (216 hours) per year in years one through four of continuous service to the City; and b. Twelve 24—hour annual leave days (288 hours) per year in years five through eleven of continuous service to the City; and c. Fourteen 24 -hour annual leave days (336 hours) per year in years twelve through twenty of continuous service to the City; and d. Sixteen 24 hour annual leave days (384 hours) per year in years twenty-one and above of continuous service to the City. 9.2 Annual Leave shall not accrue during unpaid leaves. Regular Part -Time Employees shall accrue Annual Leave on a pro -rated basis, based on regular hours worked. Annual Leave will accrue on a pay -period basis for up to 694 for a 2912 hours per year schedule. Employees can carry over up to their full balance as long as the total balance never exceeds the hour cap. No additional accrual will occur above the cap. Employees working schedules other than a 2912 hour schedule Packet Page Number 440 of 452 shall accrue and bank annual leave on a pro rata basis compared to the 2080 hour per year schedule accrual. (increased or decreased proportionally) 9.4 Unpaid Leave — Unpaid leaves may be approved in accordance with the City Personnel Policies. Employees must normally use all accrued annual leave prior to taking an unpaid leave. If the leave qualifies under Parenting Leave or Family Medical Leave, the Employee may retain a balance of fifty (50) hours when going on an unpaid leave. Any exceptions to this policy must be approved by the City Manager. 9.5 Annual Leave Conversion — Annual Leave will be eligible for conversion to cash or deferred compensation on a one-for-one basis (subject to IRS maximum deferral regulations) annually subject to the following conditions. Up to 40% of the Annual Leave balance, not to exceed one hundred thirty-three (133) hours, may be converted each year provided the Employee has used a minimum of 30% of their Annual Accrual during the current calendar year and has a minimum balance of at least on hundred ninety (190) hours. The minimum balance requirement will be determined as of the first payroll in December and will be based on the Employee's current hourly rate on December 1. 9.6 Benefit eligibility is not affected by shift length. When employees are absent from their scheduled shift, they will use the number of hours of accrued annual leave that equal the numbers of hours absent. 9.7 Annual leave accrual, use, maximums, and conversion allowances and requirements where they differ from the Personnel Policies, will be pro -rated based on the number of scheduled hours per year. 9.8 Approval of City paid hours in lieu of Annual Leave usage for hours spent at approved training that benefits the City will be reasonably considered by the Fire Chief. 201 10.1 ARTICLE X INSURANCE Health Care Costs/Contributions Health Insurance — For all full-time employees hired prior to January 1, 2013, the employer will pay 100% of the cost of employee (single) health insurance premium less $20, and 50% plus $45 toward the cost of the monthly dependent health insurance premium for the High Deductible Health Plan (hereafter the "HDHP") for either the Medica Elect/Essential or Medica Choice plans. The Employer shall contribute towards the cost for insurance as follows: a. $20 per month credit towards single health care insurance for those employees who are deemed to have actively participated in the City provided Wellness Plan. i. The term actively participated shall be as determined by the Labor -Management Wellness Committee. b. $1,900 annually into a Health Reimbursement Account (HRA) for those employees who elect single coverage in either the Medica Elect/Essential Plan or Medica Choice plan. J5, Attachment 1 Packet Page Number 441 of 452 J5, Attachment 1 $3,200 annually into a HRA for those employees who elect family coverage in either the Medica Elect/Essential Plan or Medica Choice Plan. The City shall make such deposits for single or family HRA contributions by way of pro -rata. The City will also provide a funding option which shall be available to any employee who requires earlier funding of the City's contribution due to medical event(s). In such case, the Employee shall make a request for funding to the Human Resources Coordinator and shall provide documentation supporting such request. The City shall also make a resource person available on a regular basis to the Employees to assist them with paperwork and billing issues related to the HDHP. e. As an incentive to participate in the Wellness Program, the City shall contribute up to $450 annually toward the Employee HRA for those Employees who have been determined to have actively participated in the Wellness Program as determined by the Labor -Management Wellness Committee. At the employee's option the employee may choose to receive up to 12 hours of annual leave or 12 hours of vacation pay (for those employees still on the vacation sick plan) in lieu of receiving the contribution into the Employee's HRA. 10.2 For all employees hired after January 1, 2013, the following shall apply a. The employer will pay 100% of the cost of employee (single) health insurance premium less $20, and 50% plus $45 toward the cost of the monthly dependent health insurance premium for the High Deductible Health Plan (hereafter the "HDHP") for the Medica Elect/Essential plan. For any employee who chooses to participate in any other plan offered by the City, if any, the City will contribute an amount equal to the actual dollar amounts paid for single HDHP coverage towards the monthly premiums for other such plans for single coverage, and an amount equal to the actual dollar amounts paid for family HDHP coverage for families toward the monthly premiums for such plans for family coverage and the employee shall be responsible to pay any difference over and above such contributions. The Employer shall contribute towards the cost for insurance as follows: i. $20 per month credit towards single health care insurance for those employees who are deemed to have actively participated in the City provided Wellness Plan. 1. The term actively participated shall be as determined by the Labor -Management Wellness Committee. ii. $1,700 annually into a Health Reimbursement Account (HRA) for those employees who elect single coverage. For newly hired employees who have successfully completed one year of employment, the contribution shall be $1800.00. iii. $2,700 annually into a HRA for those employees who elect family coverage. For newly hired employees who have successfully 10 Packet Page Number 442 of 452 completed one year of employment, the contribution for family coverage shall be $2,800.00. b. The City shall contribute up to $450 annually toward the Employee HRA for those Employees who have been determined to have actively participated in the Wellness Program as determined by the Labor - Management Wellness Committee. At the employee's option the employee may choose to receive up to 12 hours of annual leave in lieu of receiving the contribution into the Employee's HRA. 20198 Health Care Costs/Contributions The Employer and the Employee mutually agree to re -open this contract in 20197 to negotiate 20204 health insurance costs/contributions. The re -opener is exclusive to health care. The Employer and the Employee further agrees to actively engage in labor-management discussions and planning with regard to future citywide health insurance offerings. It is the city's expectation that a global agreement will be reached by the city's insurance committee. In the event health insurance provision of this agreement fail to meet the requirements of the Affordable Care Act and/or any other new federal legislation; or cause the Employer to be subject to a penalty, tax, or fine, the Union and the Employer will meet immediately to negotiate alternative provisions. If an agreement regarding 2020 Health Care Costs/Contributions cannot be reached through a global effort by the city's insurance committee, both parties agree to resolve the dispute through mediation. 10.3 Any changes that are presented at renewal will be discussed through the Insurance Labor — Management Committee process. The EMPLOYER shall pay one hundred percent (100%) of the cost of the employee (single) dental insurance premium. These benefits apply to full-time Employees only. 10.4 Life Insurance — The EMPLOYER shall provide a term life insurance policy with a benefit value of thirty-five thousand dollars ($35,000) for all full-time Employees. Full -Time employees may purchase additional coverage at the Employee's own expense under the plan. 10.5 Long -Term Disability Insurance - The EMPLOYER will provide long-term disability insurance with the cost of such being fully paid by the EMPLOYER. Such Long -Term Disability Insurance shall be coordinated with other benefits provided in this AGREEMENT and with other disability payments. Employees are not eligible for Annual Leave Accrual while receiving Long - Term Disability payment except for hours on payroll using accrued leave. In no case will an Employee receive more than 100% of their pre -disability wage while out on disability leave. 11 J5, Attachment 1 Packet Page Number 443 of 452 10.6 Short -Term Disability Insurance — The EMPLOYER agrees to provide optional short-term disability insurance coverage for all regular employees who work 20 or more hours per week. Employees may elect this optional coverage at the Employee's cost. 10.7 Retiree Health Savings Plan (RHS) - The city agrees to provide a retiree health savings plan with the following plan specifications: a. Participant and benefit eligibility criteria: Must be full-time employee, no minimum or maximum age and no years of service requirement. b. Benefits will be limited to insurance premiums (health, dental, long-term care premiums, Medicare Part B, and Medicare supplements) and out-of- pocket expenses described as eligible by the IRS. 1. The RHS plan will be funded by severance pay as follows: 100% of accrued annual leave and personal holidays would be deposited into the RHS plan if the employee's balance is at least 80 hours at the time of separation from service and the employee is at least age 40. If under 80 hours or under age 40, nothing would go in. The RHS plan will be funded with annual deposits as follows: All employees will have the cash value of all personal holiday hours unused as of December 31 deposited into the RHS plan. The RHS plan will be funded with bi-weekly deposits as follows: All employees will have a $50.00 payroll deduction deposited into the RHS plan. ARTICLE XI CLOTHING AND EQUIPMENT The EMPLOYER will provide each new Employee an initial issue of uniforms and equipment as per the uniform list which shall include: four long sleeve shirts, four short sleeve shirts, four pair pants, one tie, one summer jacket, one winter jacket, belt, station boots, 4 station t -shirts, one stocking hat, badges, name plates and all insignia's. Thereafter the EMPLOYER will provide each Employee four hundred ($400.00) per year for necessary replacement of uniform items due to normal wear and tear. 11.2 The EMPLOYER will provide each SWAT medic four hundred ($400.00) per year for clothing and equipment. Clothing and Equipment balances may be carried over from year to year, not to exceed a one-year amount. 12 Packet Page Number 444 of 452 J5, Attachment 1 J5, Attachment 1 I I I Clothing and equipment severely damaged in the line of duty will be .- - - Formatted: Indent: Left: 0.5 No bullets or numbering replaced by the EMPLOYER at no cost to the Employee. Clothing and Equipment balances may be carried over from year to year; not to exceed a one year amount. ARTICLE XII HOURS 12.1 The standard payroll period for the Fire Department is two weeks. Employees shall normally take Meal Breaks and Rest Breaks during each Scheduled Shift as time and circumstances permit while remaining on continual duty. Such meal and rest periods may be interrupted. 12.2 It is anticipated that further scheduling, hours and shift coverage discussions will have to occur as the needs of the Department change, the parties agree to hold these discussions in good faith. 12.3 Compensation for overtime will not be paid unless the work is performed at the direction, or with the approval of, the Chief or his/her designee. 12.4 EMERGENCY CALLOUT - An Employee called immediately back to work at a time other than the Employee's normal scheduled shift shall receive a minimum of two (2) hours pay at time and a half. Reporting early for a shift or the extension of a shift shall not qualify for the two-hour minimum. To receive the minimum two (2) hours callback pay described in 12.4, Employees must arrive at the station or scene within twenty (20) minutes of the call out and before being cancelled. If an Employee is cancelled prior to arrival at a scene or the station, the Employee will receive two hours of straight time, instead of overtime. Employees arriving later than twenty (20) minutes from the time of the call, but before being cancelled, shall be compensated at the rate of time and one-half for only actual hours worked beginning with time of arrival. 12.5 SCHEDULED MEDICAL ONCALL - If authorized by the EMPLOYER for scheduled medic on call, employees will receive '/4 hour for each hour authorized to be on call. 12.6 Overtime shall be distributed as equally as practicable and will be calculated to the nearest fifteen (15) minutes. Overtime distribution for paramedics will be determined separately from overtime distribution for non -paramedics. Employees have an obligation to work overtime, and to respond to call backs as ordered, unless circumstances prevent them from doing so. 12.7 For purposes of computing overtime, hours will not be pyramided, compounded, or paid twice for the same hours worked. 12.8 EMERGENCY MEDICAL CALLOUT - Fire Department Paramedics shall be issued two-way communications for the purpose of providing emergency medical support. An Employee approved to respond to the medical emergency will receive a minimum of two hours at time and a half. 12.9 When there is a vacancy or an employee in training, schedule changes will be 13 Packet Page Number 445 of 452 J5, Attachment 1 communicated as soon as practicable. When the Fire Department is fully staffed,~- - - Formatted: Indent: First line: 0" any permanent schedule changes affecting days off will be communicated as soon as possible but normally with no less than two (2) w&e-k�weeks' notice prior to the change. Notice of adjusted starting times on a scheduled day will normally occur at least forty-eight (48) hours in advance of the change when the Employer has at least that much notice of the need for a change. Regular shift overtime available due to vacation time requested semi-annually pursuant to Article 8.8 ("Bid Overtime"4wf4will be offered to bargaining unit Employees prior to being offered outside the bargaining unit and so long as minimum staffing levels acceptable to EMPLOYER are maintained with regard to medics required on staff for the shift in question, then the Fire Chief shall also reasonably consider Association Members for coverage of all Captains shifts as well.. Any other vacation or time off that has not been bid through the semi-annual bid process (Non -Bid Overtime") will be filled at the discretion of the Fire Chief who shall reasonably consider Association Members first for such overtime when possible and so long as minimum staffing levels acceptable to EMPLOYER are maintained with regard to medics required on staff for the shift in question, then the Fire Chief shall also reasonably consider Association Members for coverage of all Captains shifts as well. Any Bid Overtime still remaining available seven (7) days prior to the shift(s) to be so covered shall be offered to any employees in any manner deemed at the sole discretion of the Chief or his designee to be in the best interests of the Fire Department. Paramedic shifts shall only be filled by other paramedics unless otherwise authorized by the Fire Chief, EMT shifts can only be filled by other EMT's unless otherwise authorized by the Fire Chief. When off duty Employees are scheduled to attend a meeting which gets cancelled with less than twenty-four (24) he, iRo,,etirehours' notice, the Employee will receive two (2) hours of pay. When at least one (1) week notice is given for regular scheduled meetings, the minimum pay shall be one (1) hour rather than two (2) hours. 12.10 The Fire Chief has the authority to change schedules and cancel vacations for previously unscheduled - unanticipated major events, disasters, and emergencies, if necessary. 12.11 If an Employee is mandated by their Supei visor to return to duty, the Employee will be compensated a minimum of two hours pay at two times the employee's regular rate of pay. If an Employee is mandated by their Supervisor to work in excess of a regularly scheduled shift, the Employee will be compensated at two times the Employees' regular rate of pay for only those actual hours worked in excess of their scheduled shift. ARTICLE XIII HOLIDAYS 13.1 Designated Holidays — All Full -Time Employees shall be entitled to observe the following ten (10) statutory holidays and shall be compensated at their regular rate of pay for these holidays if on paid status at the time of any of the following Holidays (prorated based on annual schedule): 1. New Year's Day January 1 sc 2. Martin Luther King's Birthday 3rd Monday in January 14 Packet Page Number 446 of 452 3. President's Day 31d Monday in February 4. Memorial Day Last Monday in May 5. Independence Day July 4`h 6. Labor Day 1 sc Monday in September 7. Veteran's Day November 11`h 8. Thanksgiving Day 4`h Thursday in November 9. Day after Thanksgiving 4`h Friday in November 10. Christmas Day December 25`h The number of holiday hours for Employees covered by this AGREEMENT who do not work twenty-four (24) hour shifts will be proportional (based on their annual schedule) to those who work 2,080 hours per year. The number of holiday hours for EMPLOYEES covered by the AGREEMENT who do work twenty-four (24) hour shifts will be one hundred twenty (120) hours per year. 13.2 Employees who actually work at least half of a shift on either Thanksgiving Day or Christmas Day shall receive double-time for all hours actually worked on these Holidays instead of time and one-half. Those Employees who work on Easter Sunday shall be paid at time and one half for any such hours worked on Easter Sunday. 13.3 If an Employee is not scheduled to work on a holiday and they are eligible for holiday pay, they will receive no more than the hours specified for their annual schedule. If they work an actual holiday, they will receive the prescribed number hours of holiday pay plus time and one-half for all hours worked on the day. If an Employee uses approved leave on a holiday that they were scheduled to work, they will not receive overtime. Time and one-half for working on a holiday, as provided above, shall be for hours worked on the "actual" holiday as opposed to the "observed" holiday. 13.4 Personal Holidays. In addition to the holidays listed in 13.1, Full -Time Employees working 24 hour shifts shall receive seventy-two (72) hours of Personal Holiday time per year. Full -Time employees who do not work 24 hour shifts will receive Personal Holiday hours prorated based on their annual schedule. The date of such Personal Holiday shall be requested by the EMPLOYEE and approved by the EMPLOYER. ARTICLE XIV TUITION REIMBURSEMENT 14.1 The City's Tuition Reimbursement Program as outlined in the Personnel Policy will be applied to members of this bargaining unit. `Nhe., f -Rds; are avagk;hle e,; determined by the Departm Rt head the EMPLOYER agrees to pay fifty p Rt 0 66IGGessful GGRip'.etierwsth aC"" grade or better, seventy five perseRt (7 (4504) .. b FsemeRt plefie. with aR A g ade d 1FiR . the fe FFR of this AGRE EMC AIT edited .. e.L At the . atieRal RdeFg Fa.Juate A" G,91 IFSR Werk Geyeped by this 44ide shall hR d61FiRg R9R W9*iRg heuFs. 15 J5, Attachment 1 Packet Page Number 447 of 452 Part -Time Employees are eligible this benefit OR a pro ratedbasis �The rAa;4..rA1_1rA re ..-.h' �...e..-.e..+...ill he based e.. the p edi+..e.-t at the 1 RiyeFsity of 11AORRL-r'AtaF=rA .I e..ee�. MR'; -, eGt+e A#e Rd A Stly GGhevl P .ided they .. the differeRGe OR es+ Employees must reimburse +he Gity OR a pro rata 14.2 Employees who receive city -paid paramedic schooling, will reimburse the Employer for books and tuition if they voluntarily leave employment within two (2) years of completion. ARTICLE XV DISCIPLINE 15.1 The EMPLOYER will discipline only forjust cause. 15.2 Discipline, when administered, will normally be in one or more of the following forms: A. Oral reprimand B. Written Reprimand C. Suspension D. Discharge or disciplinary demotion 15.3 All disciplinary action shall be in written form with copies placed in the Employee's personnel file. 15.4 Disciplinary action which is to become part of an Employee's personnel file shall be read and acknowledged by signature of the Employee. Such signature does not imply an admission of guilt. The ASSOCIATION and the Employee will receive a copy of such disciplinary action and/or notices. 15.5 An Employee who is the subject of an investigation that may result in disciplinary action to that Employee may have a Representative of the ASSOCIATION present during questioning. It will be the responsibility of the Employee to make a request for a Representative and it will be the Employee's responsibility to have the Representative present during questioning. Questioning will be conducted at reasonable times, to be scheduled by the EMPLOYER. 15.6 Employee personnel files shall be subject to the Minnesota Data Practices Act. Employees may examine their own individual personnel files at reasonable times under the direct supervision of the EMPLOYER. 15.7 The EMPLOYER will remove old disciplinary letters after five (5) years if no further discipline has occurred within that five-year period. At the request of the Employee, oral reprimands shall be removed from the personnel files after one year provided the Employee has not been involved in progressive disciplinary action. ARTICLE XVI WAGES 16 Packet Page Number 448 of 452 J5, Attachment 1 J5, Attachment 1 16.1 Employees shall receive a % general wage adjustment January 1, 201 and a % general wage adjustment on January 1, 20 ; according to the following schedule: A. WAGE SCHEDULE EFFECTIVE JANUARY 1, 201 (Bi -Weekly) B. WAGE SCHEDULE EFFECTIVE JANUARY 1, 20 (Bi -Weekly) FIRE CAPTAIN / EMT CAPT / PARAMEDIC 1 6 77 - - - J Formatted Table Entry T--, 2978.94 3 3,110.84 74AA2 After 1 year ° ,� 3068.31 ',4�6 3,204.16 3-a 3-036:09 After 2 years 3 3160.35 —5--N 34,M 3,300.29 Z 77 After 3 years 4 3;014 3255.17 34 6 a6 3,399.30 After 4 year 3352.82 3,501.27 3,333:67 3 4$&$Ok- - - Formatted Table After 5 years 3419.88 3;3067 3,571.30 ''�' A' 3A 7-2 77 z Q74 a7 After 7 years 3,4-93:56 3,488.27 3;344-:34 3,642.73 After 12 years 3-44-0:58 33049 3,558.04 3 56� 4T 3;37-9:93 3.715.58 3407-:" g After 4 5 year-& 7,v -x -A -9r• After 20 year -&34-63 -" 3-� B. WAGE SCHEDULE EFFECTIVE JANUARY 1, 20 (Bi -Weekly) Packet Page Number 449 of 452 FIRE CAPTAIN/ EMT CAPT / PARAMEDIC Formatted Table Entry ',�6 3,068.31 ',7�= 3,204.16 � nen cA After 1 year ','�;-3r 3,160.35 364-3 24,14844 3,300.29 Z 77� 7A Z � 77 A4 After 2 years 2-,947-47 °AX74 3,255.17 34,033:46 3,399.30 After 3 years 3;338:56 3,44646 3,352.82 3;4968 39aS7 3,501.27 After 4 years 3,453.40 3,606.31 After 5 years 3;4.33:65 3364 3,522.47 3;594-:46 3;34 3,678.44- - Formatted Table After 7 years ''�' A' 3A 7-2 77 3,424.89 3433:46 17 Packet Page Number 449 of 452 3,592.92 3,752.01 3 675 47 After 12 years 3;344. 3,664.78 3;464:43 3,827.05 After 3-347-64 3,551-48 3,502.58 3,S Aft... 20 year-& 3-44-7-7-5 3457-.n 6 X_427--" 16.2 Deferred Compensation. In addition to the rates provided in 13.1 the city will contribute up to one hundred fifty dollars ($150) per month in deferred compensation, provided the Employee agrees to match Employer's contribution of one hundred fifty ($150) per month. The Employer agrees that if the Employee desires to contribute a lesser amount then the Employer shall match that lesser amount as well. The Employee agrees to have the funds deposited in an approved deferred compensation plan. This benefit will be pro -rated for regular part-time employees. For Captain/EMTs and Captain/Paramedics with at least 10 years of experience, the City shall increase the amount of deferred comp available if matched by the Employee by fifty dollars ($50.00) per month. Fire Captains working while no higher ranking officer is on duty for the shift receive a supplemental payment of approximately $2.00 per hour. The amount of hours worked that are eligible for fire supplemental pay have been averaged pursuant to agreement between the parties and incorporated into the pay scales as stated above. Ie1 Ci 9 [d 4 :wlillrl l wl►ypllIZY7O1►YIOIIjr"�y-,1W T:YLO7.1►Yrrl►YL•l rrrlal 17.1 Leave of absence with pay shall be granted to Employees who become incapacitated as a result of injury or occupational disease incurred through no misconduct of their own while in actual performance of City assigned duties. This shall exclude any injuries sustained while performing any voluntary off-duty services for which payment is made by a contracting party other than the City. 17.2 Such injury leave shall extend for a maximum of one hundred fifty (150) calendar days, unless it is determined sooner by competent medical authority approved by the City Manager, that the Employee can return to any duties for which the Employee may be capable and qualified. At the discretion of the City Manager, the injured Employee may be required to submit to a medical examination at any time by a physician selected by the City. 17.3 During such injury leave, the EMPLOYER shall pay the Employee's full regular pay rate, either as direct payment from salary funds or as Worker's Compensation insurance benefits, or both, but the total amount paid for loss of time from work shall not exceed the full regular rate of pay such Employee would have received for the period. Such injury leave shall not be charged against the Employee's annual leave. All payments made to the Employee will be reduced by the total amount of all other injury related benefits for which the Employee is provided as a result of the injury. The Employee must apply for all benefits for which the Employee is eligible as a result of public employment, as soon as the Employee is eligible. The EMPLOYER reserves the right to refuse injury -on -duty 18 Packet Page Number 450 of 452 J5, Attachment 1 pay if such application is not made. In order to receive injury -on -duty pay, the illness or injury must be eligible under worker's compensation. 17.4 An Employee who is physically incapacitated and who fails to report within eight (8) hours, followed by a written report within twenty-four (24) hours, any injury, however minor, to his/her supervisor and to take such first aid or medical treatment as may be necessary under the circumstances, shall not be eligible for injury leave as outlined above. ARTICLE XVIII WORKING OUT OF CLASSIFICATION An Employee who is assigned at the sole discretion of the EMPLOYER to perform the work duties and accept the full responsibilities of a higher classification—shall receive the starting rate of pay or a minimum of 5% above their normal pay rate for all hours worked at that higher classification for the assignment. Formatted: Font color: Red - - Formatted: Font: Bold, Font color: Red Formatted: Font color: Red Formatted: Normal ARTICLE XIX FUNERAL/BEREAVEMENT LEAVE. A maximum of up to three (3) shifts of funeral/bereavement leave with pay shall be extended to a regular full-time EMPLOYEE upon the death of a member of the immediate family of said EMPLOYEE or his/her spouse (i.e., spouse, children, grandchildren, parents, grandparents, brothers, sisters, brothers-in-law, sisters-in-law, or guardian). Any leave beyond one shift, up to a maximum of three shifts, to be on approval of department head or authorized designee. The actual amount of time off, and funeral leave approved, will be determined by the department head depending on individual circumstances (such as closeness of the relative, arrangements to be made, distance to the funeral, etc.) ARTICLE XIX WAIVER AND SAVINGS CLAUSE 19.1 Any and all prior agreements, resolutions, practices, policies, rules, and regulations regarding terms and conditions of employment, to the extent inconsistent with the provisions of the AGREEMENT are hereby sepeFeededsuperseded. 19.2 The parties acknowledge that during the negotiations that resulted in this AGREEMENT, each had the unlimited right and opportunity to make demands and proposals with respect to any term or condition of employment not removed by law from bargaining. All agreements and understanding arrived at by the parties are set forth in writing in this Agreement for the stipulated duration of this AGREEMENT. 19.3 During the term of this AGREEMENT the EMPLOYER and the ASSOCIATION each voluntarily and unqualifiedly waives the right to meet and negotiate regarding any and all terms and conditions of employment referred to or covered in this AGREEMENT. 19.4 This AGREEMENT is subject to the laws of the United States, the State of Minnesota, and the City of Maplewood. In the event any provision of this Agreement shall be held to be contrary to law by a Court of competent 19 J5, Attachment 1 t- - - J Formatted: Left Packet Page Number 451 of 452 jurisdiction from whose final judgment or decree no appeal has been taken within the time provided, such provision shall be voided. All other provisions of this AGREEMENT shall continue in full force and effect. The voided provision shall be negotiated at the request of either party. ARTICLE XX DURATION 20.1 This AGREEMENT shall be effective on the 1 st of January 201 and shall remain in full force and effect through December 31 st, 20 . It shall automatically renew from year to year thereafter unless either party shall notify the other in writing in conformance with the Public Employment Labor Relations Act of 1971, et. Seq. that it desires to modify this AGREEMENT. In the event such written notice is given, and a new contract is not signed before the expiration date of the old contact, said contract is to continue in full force and effect until a new contract is signed. IN WITNESS WHEREOF, the parties hereto have executed this AGREEMENT on this the day of 120 -- . FOR THE CITY: FOR THE ASSOCIATION: Marylee Abrams, Mayor Melinda Coleman, City Manager Michael -M-*e Com. LSable, 20 Packet Page Number 452 of 452 J5, Attachment 1 .- - - Formatted: Left, Indent: Left: 0", First line: 0"