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04-19-22 CCMP full
NOTICE OF MEETING City Council Meeting Tuesday, April 19, 2022 7:00 P.M. City of Lake Elmo | 3800 Laverne Avenue North AGENDA A. Call to Order/Pledge of Allegiance B. Approval of Agenda C. Approval of Minutes 1. April 5, 2022 and April 12, 2022 D. Public Comments/Inquiries E. Presentations Jaycees Donation F. Consent Agenda 2. Approve Payment of Disbursements and Payroll 3. Accept Donation from the Lake Elmo Jaycees – Resolution 2022-037 4. Approve Spring/Summer 2022 Newsletter G. Regular Agenda 5. Public Hearing-Wildflower 4th Conservation Easement Vacation - Resolution 2022-038 6. 9404 Lake Jane Trail North Variance - Resolution 2022-040 7. Accept Bids and Award Contract for the 2022 Street and Utility Improvements - Resolution 2022-041 8. Approve Engineering Design Standards Updates and Revisions dated January 2022 - Resolution 2022-042 H. Council Reports I. Staff Reports 1st Quarter Dashboards and Financial Reports (Admin, Building, Finance, Fire, Planning, Public Works, Sheriff’s Office) J. Adjourn Our Mission is to Provide Quality Public Services in a Fiscally Responsible Manner in Partnership with our Community. CITY OF LAKE ELMO CITY COUNCIL MINUTES APRIL 5, 2022 CALL TO ORDER/PLEDGE OF ALLEGIANCE Mayor Cadenhead called the meeting to order at 7:00 pm. PRESENT: Mayor Charles Cadenhead and Councilmembers Katrina Beckstrom, Dale Dorschner, Jeff Holtz and Lisa McGinn. Staff present: Administrator Handt, City Attorney Sonsalla, City Engineer Griffin, Planning Director Just, Fire Chief Kalis, Finance Director Magureanu and City Clerk Johnson APPROVAL OF AGENDA Councilmember Dorschner, seconded by Councilmember Holtz, moved TO APPROVE THE AGENDA AS PRESENTED. Motion passed 5 – 0. ACCEPT MINUTES Councilmember Dorschner, seconded by Councilmember McGinn, moved TO ACCEPT THE MINUTES OF THE MARCH 8, 2022 CITY COUNCIL WORKSHOP AND MARCH 15TH 2022 CITY COUNCIL MEETING AS PRESENTED. Motion passed 5 – 0. PUBLIC COMMENTS/INQUIRIES None PRESENTATIONS Mayor Cadenhead presented Lake Elmo Paralympic athlete Sydney Peterson with a Proclamation recognizing her gold, silver and bronze medal awards in the 2022 Paralympic games in Beijing, China. Mayor Cadenhead read a proclamation for Arbor Day and Arbor Month, 2022. CONSENT AGENDA 2. Approve Payment of Disbursements and Payroll 3. Approve Contract with Matrix Consulting 4. Approve Ordinance Amendments: Fire Department Organization and Open Burning – Ordinance 2022-01, Resolution 2022-029 5. Approve Easement and ROE Agreements, and Pay Request #1 for the CSAH13 Phase 2 Improvements 6. Accept Bids and Award a Contract for the Parkview-Cardinal Neighborhood Street and Utility Improvements – Resolution 2022-031 LAKE ELMO CITY COUNCIL MINUTES April 5, 2022 Page 2 of 6 7. Approve 2nd Amendment to Northpoint Purchase Agreement 8. Approve Step Increase for Building Official 9. Approve Purchase of Building Department Vehicle 10. Approve Hire of Assistant Public Works Director Councilmember McGinn, seconded by Councilmember Dorschner, moved TO APPROVE THE CONSENT AGENDA AS PRESENTED. Motion passed 5 - 0. ITEM 11: One Energy Solar CUP – Solar Farm at 10755 50th St. N. Planning Director Just provided an update on the status of the application for a solar farm on the property at 10755 50th Street North. Kate Larkin, One Energy Solar, spoke on behalf of the applicant, addressing comments and questions from the previous City Council meeting. Discussion was held concerning landscape screening. Rich Day, 11049 50th Street North, stated his property is considerably higher than the proposed solar farm and he would have direct sight of the project. Mr. Day questioned if he would be able to apply for a permit for a solar project on his property if this project is approved. Councilmember Holtz, seconded by Mayor Cadenhead, moved T0 ADOPT RESOLUTION 2022-026, APPROVING A CONDITIONAL USE PERMIT (CUP) AS REQUESTED BY CEF LAKE ELMO COMMUNITY SOLAR, LLC FOR THE CONSTRUCTION AND OPERATION OF A SOLAR FARM ON THE PROPERTY LOCATED AT 10755 50TH STREET N WITH THE LISTED CONDITIONS BASED ON THE FINDINGS LISTED IN THE STAFF REPORT. Motion failed. (Beckstrom, Dorschner, McGinn – nay) Councilmember McGinn, seconded by Councilmember Beckstrom, moved TO ADOPT RESOLUTION 2022-030, DENYING THE CONDITIONAL USE PERMIT (CUP) AS REQUESTED BY CEF LAKE ELMO COMMUNITY SOLAR, LLC FOR THE CONSTRUCTION AND OPERATION OF A SOLAR FARM ON THE PROPERTY LOCATED AT 10755 50TH STREET N BASED ON THE FINDINGS OF FACT LISTED IN THE RESOLUTION WITH FINDING #6 STRICKEN. Motion passed 3 – 2. (Cadenhead, Holtz – nay) ITEM 12: Interim Ordinance Planning Director Just introduced the suggested ordinance and City Administrator Handt presented information on the city’s low pressure zone and its effect on the city’s ability to provide water services to that area. LAKE ELMO CITY COUNCIL MINUTES April 5, 2022 Page 3 of 6 Mayor Cadenhead summarized public comments received in writing prior to the meeting (written comments attached). Steve Ach, Lennar, stated he was not aware of the water supply issues and requested that the City find a solution that will allow development to move forward. Mario Cocchiarella, Maplewood Development, commented on development plans his company has in the City. Terry Emerson, 2204 Legion Lane Cir. N., asked for his property to be excluded from the moratorium. Dan Regan, Launch Properties, commented on the impact of the moratorium on projects currently in the works. Councilmember Dorschner, seconded by Councilmember Beckstrom, moved to adopt Ordinance No. 2022-03 and order City staff to study the current and future water needs of the Water System Low Pressure Zone during the period of the interim ordinance. Motion passed 5 – 0. Councilmember Dorschner, seconded by Mayor Cadenhead, moved TO RECONSIDER THE PREVIOUS VOTE. Motion passed 5 – 0. Councilmember Dorschner, seconded by Mayor Cadenhead, moved TO EXEPMT THE EMERSON PROPERTY ALONG I-94 FROM THE MORATORIUM. Motion failed 2 – 3. (Beckstrom, Holtz, McGinn – nay) Councilmember Dorschner, seconded by Councilmember Beckstrom, TO ADOPT ORDINANCE NO. 2022-03 AND ORDER CITY STAFF TO STUDY THE CURRENT AND FUTURE WATER NEEDS OF THE WATER SYSTEM LOW PRESSURE ZONE DURING THE PERIOD OF THE INTERIM ORDINANCE. Motion passed 5 – 0. ITEM 13: Final Alternative Urban Areawide Review for the Cyphers Logistics Park Planning Director Just presented options for an Alternative Urban Areawide Review for the Cyphers Logistics Park and including the entire 180 acre area the city acquired from 3M. Lee Bloomquist, 3597 Iris Avenue N., spoke against industrial development in the area due to adverse impacts to his neighborhood. LAKE ELMO CITY COUNCIL MINUTES April 5, 2022 Page 4 of 6 Councilmember Dorschner, seconded by Councilmember McGinn, moved TO APPROVE RESOLUTION NO 2022-033, A RESOLUTION ADOPTING THE FINAL ALTERNATIVE URBAN AREAWIDE REVIEW (AUAR) FOR CYPHERS LOGISTICS PARK. Motion passed 5 – 0. Councilmember Dorschner, seconded by Councilmember Holtz, moved TO DECLARE AUAR SCENARIO 3 AS THE PREFERRED SCENARIO FOR DEVELOPMENT OF THE CYPHERS LOGISTICS PARK LAND NORTH OF 34TH STREET. Motion passed 5 – 0. Councilmember McGinn, seconded by Mayor Cadenhead, moved TO DIRECT STAFF TO REVIEW THE ZONING CODE FOR MIXED USE BUSINESS PARK AND MIXED USE COMMERCIAL DISTRICTS AND INCLUDE A REQUIRED PERCENTAGE OF BUSINESS OR COMMERCIAL DEVELOPMENT IN EACH. Motion passed 5 – 0. ITEM 14: Comp Plan Amendment and MUSA Amendment for Tapestry at Charlotte’s Grove Planning Director Just presented proposed amendments to the City’s Metropolitan Urban Service Area to add the Tapestry at Charlotte’s Grove neighborhood. Councilmember McGinn, seconded by Councilmember Holtz, moved TO ADOPT RESOLUTION 2022-035 APPROVING ALL NECESSARY AMENDMENTS TO THE 2040 LAKE ELMO COMPREHENSIVE PLAN (INCLUDING THOSE TO THE LAND USE PLAN AND TO WASTEWATER SERVICES PLAN) TO ADD THE EXISTING 65 SINGLE-FAMILY PROPERTIES IN THE TAPESTRY AT CHARLOTTE’S GROVE SUBDIVISION TO THE CITY’S SANITARY SEWER AREA. Motion passed 5 – 0. Councilmember McGinn, seconded by Councilmember Holtz, moved TO ADOPT RESOLUTION 2022-036 APPROVING A COMPREHENSIVE PLAN AMENDMENT RE- GUIDING THE CITY’S LAND USE PLAN FOR THE TAPESTRY AT CHARLOTTE’S GROVE SUBDIVISION FROM RAD (RURAL AREA DEVELOPMENT) TO RSFS (RURAL SINGLE FAMILY SEWERED). Motion passed 5 – 0. ITEM 15: Crossroads East Development Agreement 1st Amendment Planning Director Just reviewed a proposed amendment to the Crossroads East 1st Addition Development Agreement to allow the developer to proceed with vertical construction prior to completion of the public improvements in order for the developer to meet a fall deadline for occupancy. LAKE ELMO CITY COUNCIL MINUTES April 5, 2022 Page 5 of 6 Councilmember Holtz, seconded by Councilmember Dorschner, moved TO ADOPT RESOLUTION 2022-034 APPROVING THE FIRST AMENDMENT TO THE DEVELOPMENT AGREEMENT FOR CROSSROADS EAST 1S ADDITION. Motion passed 5 – 0. Mayor Cadenhead, seconded by Councilmember Holtz, moved TO DIRECT CITY STAFF TO STUDY CITY DEVELOPMENT AGREEMENTS AS IT REFLECTS TO THE CONSTRUCTION OF VERTICAL ASSIGNMENTS IN COMMERCIAL VERSUS RESIDENIAL AND IF THIS IS SOMETHING THE CITY SHOULD ADOPT MOVING FORWARD. Motion passed 5 – 0. ITEM 16: Zoning Text Amendment – MDR and HDR Minimum Lot Area and Density Planning Director Just presented proposed updates to the City’s zoning ordinance to bring the ordinance into compliance with the Comprehensive Plan. Councilmember Holtz, seconded by Councilmember McGinn, moved TO ADOPT ORDINANCE 2022-02 AN ORDINANCE AMENDING THE ZONING ORDINANCE AS PROPOSED BY CITY STAFF AND RECOMMENDED BY THE PLANNING COMMISSION. Motion passed 5 – 0. Councilmember Holtz, seconded by Councilmember McGinn, moved TO APPROVE SUMMARY PUBLICATION OF ORDINANCE 2202-02 (THE ZONING ORDINANCE AMENDMENTS) WITH APPROVAL OF RESOLUTION 2022-032. Motion passed 5 – 0. Councilmember McGinn, seconded by Councilmember Holtz, moved TO DIRECT STAFF TO REVIEW THE SETBACKS IN MEDIUM AND HIGH DENSITY DISTRICTS AND BRING PROPOSED CHANGES THROUGH THE PLANNING COMMISSION AND COUNCIL. Motion passed 5 – 0. COUNCIL REPORTS Mayor Cadenhead: Reminded Council about the upcoming League of MN Cities conference. Councilmember McGinn: Expressed condolences for the family of Pete Orput. STAFF REPORTS AND ANNOUNCEMENTS Administrator Handt: Announced the Local Board of Appeals meeting on April 20th, tree giveaway at Public Works on April 23rd and the City Center groundbreaking ceremony on April 30th. Finance Director Magureanu: Quarterly utility bills will be mailed out soon with storm water charges added quarterly going forward. LAKE ELMO CITY COUNCIL MINUTES April 5, 2022 Page 6 of 6 Fire Chief Kalis: Commented on Severe Weather Awareness Week. Planning Director Just: New City Planner starting on April 11th. City Engineer Griffin: Holding preconstruction meetings with neighborhoods. Meeting adjourned at 10:40 pm. LAKE ELMO CITY COUNCIL ATTEST: ______________________________ Charles Cadenhead, Mayor _______________________________ Julie Johnson, City Clerk CITY OF LAKE ELMO CITY COUNCIL WORKSHOP MINUTES APRIL 12, 2022 CALL TO ORDER Mayor Cadenhead called the meeting to order at 6:33 pm. PRESENT: Mayor Charles Cadenhead and Councilmembers Katrina Beckstrom, Dale Dorschner, Jeff Holtz and Lisa McGinn. Staff present: Administrator Handt, City Engineer Griffin, Assistant City Engineer Isakson, Planning Director Just, Finance Director Magureanu and Deputy Clerk McGuire REVIEW STATUS OF UNFINISHED DEVELOPMENTS City Engineer Griffin presented nine developments with deficient punch lists. Discussion was held regarding the best course of action to get developers to complete the substandard items. Direction was given to staff to issue an enforcement letter to some of these Development Projects with a response deadline, requiring the developer to submit a work plan and schedule for project completion. FRANCHISE FEES Finance Director Magureanu provided a presentation to facilitate discussion regarding franchise fees as a revenue source. Council discussed pros and cons pertaining to different aspects of the fees. Mayor Cadenhead requested Magureanu calculate 2023 and bring it back around budget time for discussion. REMOTE MEETINGS Administrator Handt gathered information and presented her findings. There are four requirements for conducting remote meetings. Discussion was held regarding the new city center being equipped with proper equipment to accommodate remote meetings. ITEMS for FUTURE WORK SESSION AGENDA None ADJOURN Meeting adjourned at 8:45 pm. LAKE ELMO CITY COUNCIL MINUTES April 5, 2022 Page 2 of 2 LAKE ELMO CITY COUNCIL ATTEST: ______________________________ Charles Cadenhead, Mayor _______________________________ Rebecca McGuire, Deputy Clerk STAFF REPORT DATE: April 19, 2022 Presentations/Consent AGENDA ITEM: Jaycees Donation TO: Mayor and City Council SUBMITTED BY: Julie Johnson, City Clerk BACKGROUND: State statute requires that cities accept donations via resolution. The Lake Elmo Jaycees will be donating to the City of Lake Elmo at this meeting. ISSUE BEFORE COUNCIL: Should Council accept the donation of $12,000 from the Lake Elmo Jaycees? PROPOSAL: The Lake Elmo Jaycees will be presenting a check for $12,000 to the City Council at the meeting. Included in your packet for acceptance as part of the Consent Agenda is a resolution for the Council to officially accept the donation. FISCAL IMPACT: The 2022 General Fund budget includes $10,000 in donations. OPTIONS: 1) Approve Resolution No 2022-037 2) Amend and then Approve Resolution No 2022-037 3) Don not accept the donation from the Lake Elmo Jaycees RECOMMENDATION: Motion to approve Resolution 2022-037 ATTACHMENTS: • Resolution 2022-037 CITY OF LAKE ELMO WASHINGTON COUNTY STATE OF MINNESOTA RESOLUTION NO. 2022-037 A RESOLUTION ACCEPTING DONATED FUNDS FROM THE LAKE ELMO JAYCEES WHEREAS, Minnesota Statues Section 465.03 provides that donations to the City be accepted by resolution of the City Council; and WHEREAS, the Lake Elmo Jaycees have proposed contributing $12,000 to the City of Lake Elmo; and WHEREAS, the City Council of the City of Lake Elmo agrees that said contribution would be of benefit to the citizens of Lake Elmo; and NOW, THEREFORE, BE IT RESOLVED, that the City Council of the City of Lake Elmo, Minnesota, does hereby acknowledges and agrees to accept said donation of $12,000 from the Lake Elmo Jaycees on behalf of the citizens of Lake Elmo. APPROVED by the Lake Elmo City Council on this 19th day of April, 2022. By: __________________________ Charles Cadenhead Mayor ATTEST: ________________________________ Julie Johnson City Clerk STAFF REPORT DATE: April 19, 2022 CONSENT TO: Honorable Mayor and City Council AGENDA ITEM: Approve Summer Newsletter SUBMITTED BY: Jake Dickson, Assistant City Administrator BACKGROUND: A draft of the bi-annual City newsletter has been put together for distribution. If Council approves the draft and authorizes the printing and distribution of The Source, it will be mailed next week once it is printed and prepared for mailing. ISSUE BEFORE COUNCIL: Should the City approve and distribute a new edition of The Source for Summer 2022? PROPOSAL DETAILS/ANALYSIS: Staff recommends that the attached draft is approved, and it is authorized to be printed and distributed. Please note that staff portraits will be added before mailing. FISCAL IMPACT: The estimated cost of the printing, preparation, and mailing of each edition of The Source is approximately $2,700. RECOMMENDATION: If removed from the consent agenda: “Move to approve the attached draft and to authorize the printing and distribution of The Source newsletter for the summer of 2022.” ATTACHMENTS: •Draft of The Source for summer 2022 Summer 2022 City Hall - 3800 Laverne Avenue North - Lake Elmo, Minnesota 55042 (651) 747-3900 Changes for Lake Elmo in 2022 City Hall - 3800 Laverne Avenue North - Lake Elmo, Minnesota 55042 (651) 747-39003800 Laverne Avenue North - Lake Elmo, MN 55042 (651) 747-3900 2022 is off to a great start for the City of Lake Elmo, and is full of changes. You may have noticed that construction has started on the new Lake Elmo City Center as well as Public Works ahead of facility improvements. During construction, all services will be available at City Hall at 3800 Laverne Avenue North. Please be mindful of construction activities, slow down, and watch out for moving equipment. On top of the City Center project, our staff is growing to meet the needs of Lake Elmo. So far, we’ve added four new positions; a Code Enforcement Official, Assistant Pub- lic Works Director, and two full time Firefighters. The addition of full time Firefighters provides for more predictable scheduling, and greater coverage in the event of emergency. We are excited to expand departments to serve our residents and customers. This Summer is full of road construction projects, as well. The 2022 Street and Utility Improve- ments project consists of new pavement, curb, and gutter on nearly 2 miles of local streets, which does not include numerous neighborhood street, sewer, and water projects. Highway 36, on the North end of Lake Elmo, is undergoing major construction as well. Starting this Spring, the Minne- sota Department of Transportation is resurfacing 12 miles of highway from Little Canada to Still- water. This project causes many detours, lane closures, access changes, and delays. Read on for a project map and more info. The Highway 36 and Manning Interchange project is underway, and will cause further delays and lane closures throughout Spring and Summer. We will continue to publish updates to all projects on our website, social media pages, and weekly newsletter. Water supply issues remain central to everything we’re doing in 2022. In April, the City Council ad- opted a moratorium on new plats due to water supply issues. The one year moratorium prevents developers from submitting applications for residential and commercial development in roughly a quarter of the city. Last year, we asked the DNR for an increase in our water appropriation. The request was denied citing a Ramsey County Court ruling to protect water levels in White Bear Lake. The City continues to urge the state legislature to provide a legislative solution to the water supply issues. Lake Elmo residents are encourage to contact their state representatives to sup- port language in the Environmental Omnibus Bill that would povide permit amendment requests for appropriations and new wells in Lake Elmo. 2 Summer 2022 How will Lake Elmo Change in 50 years? In conjunction with the construction of the Lake Elmo City Center, we’re launching a Time Capsule Project. We’re inviting residents to share their predictions for Lake Elmo in the next 50 years. Sub- mission slips are available at City Hall and City events for you to tell us how you think we’ll change between now and 2073, so you tell us: -How many people will live in Lake Elmo in 2073? -What will downtown look like? -How are City services delivered? -What else does the future hold for Lake Elmo? Fill out a slip at City Hall or a City event and we will include them in the time capsule in the City Center. Come back in 2073 to see how your predictions turn out! We are also accepting submissions for historical photos and artifacts to display in the new City Center mezzanine. If you have something you’d like to offer for display, please contact City Hall at 651-747-3900 City of Lake Elmo Commission Opportunities We’re experiencing an exciting time of community growth. The City is fortunate to have active, involved residents on its commissions providing valuable input. The City’s commitment to the community is to provide planned, quality public services consistent with the City’s character in a fiscally responsible manner in partnership with our community. With these values in mind, the city is accepting applications for Commissioners for the Planning Commission and Economic Development Authority. The Planning Commission advises the City Council regarding matters relevant to city planning and zoning practics, initiatives, applications, city code and the comprehensive plan. The Economic Development Authority (EDA) advises the Council on economic development matters including business retention, expansion, and recruitment. The City is currently seeking volunteers who have an interest in serving and representing the community. For more information about the commissions, visit www.lakeelmo.org/government. If you are interested in serving, please contact City Hal at 651-747-3900. 3 Summer 2022 Lake Elmo Public Safety Recreational Fires As patio fire pits and outdoor fireplaces grow in popularity, so does backyard burning. Homeowners enjoy fire pits and outdoor fire- places for warmth, recreation and outdoor burning night cooking. Increase your enjoyment of outdoor fires by knowing you’re doing all you can to burn cleanly, safely, and responsibly for your family, neighbors and community. Recreational fires are restricted by size and material. A recreational fire cannot exceed three feet in diameter nor shall it exceed three feet in height (height of material stacked to burn). The burn site must be completely surrounded with non-combustible material and be constantly attended. Be A Good Neighbor Be a good neighbor when burning and consider your neighbors, as well as wind direction. Often times this prevents unnecessary calls to the fire department regarding smoke. Cleaner Alternatives Learn about your options before burning wood in your backyard. Switching to natural gas or propane reduces harmful air pollutants. Kits that convert existing fire rings and pits to natural gas or propane burners are available at hearth and patio stores. Don’t Wait or Hesitate! If your recreational fire gets out of control, don’t wait or hesitate. Call 911 immediately. Feel free to call Fire Station #1 – 651-770-5006 with any questions. Recreational fires are allowed without a permit under the following guidelines: (1) Only clean, dry, wood can be burned. (2) The fire shall not exceed three feet in diameter with a flame height of three feet maximum. (3) The fire shall take place on the owner’s property and shall be a minimum of 15 feet from property lines. (4) The fire shall not be conducted within 25 feet of a structure or combustible material. (5) Portable outdoor fireplaces shall be used in accordance with the manufacturer’s instructions and shall not be operated within 15 feet of a structure or combustible material. (6) The fire shall not be conducted if the wind speed exceeds ten miles per hour. (7) The use of flammable or combustible liquid accelerants is not permitted. (8) The fire must be constantly attended and supervised by an adult until the fire has been completely extinguished. (9) A connected garden hose or other means to extinguish the fire must be readily available. (10) Any person planning to have a recreational fire must be aware of local burning bans that have been issued by the state depart- ment of natural resources. If a burning ban is in effect, all recreational fires are prohibited. (11) The fire must be extinguished if it becomes a nuisance to others or if not under adult supervision. LEFD Receives New Command Vehicle Late last year, the Lake Elmo Fire Department took delivery of a new Tahoe as C1 which serves as a mobile command unit at emergencies. You won’t be able to miss it if you see it around town! 4 Summer 2022 New City Staff Ben Hetzel Ben joined the City in April as City Planner. Most recently, Ben worked as a Land USe and Conservation Specialist for St. Croix County, and the Minnesota Department of Transportation prior to that. Jeff Guertin Jeff joined the City in April as one of our first ever Full Time Firefighters. Most recently Jeff worked with the Lake Johanna Fire Department, the University of Minnesota and served 15 years in the U.S. Army, retiring as a Sergeant First Class Highway 36 Road Resurfacing Project A 12 mile stretch of Highway 36 between Little Canada and Stillwater will undergo a road resurfac- ing and improvement project in the Summer of 2022. The work includes resurfacing pavement, updating pedestrian accessibility, and upgrading drainage. The project will create significant access delays to Highway 36 from Lake Elmo streets. We will regularly post updates on our website, social media pages, and weekly E-Newsletter. The Minnesota Department of Transportation maintains a project page on their website, www.dot.state.mn.us 5 Summer 2022 2021 Consumer Confidence Report Now Available The 2021 Lake Elmo Consumer Confidence Report is now available. The full 2021 report along with the reports from past years can be found by visiting the Water and Sewer Utility page under the Public Works & Engineering tab on the City’s website at www.lakeelmo.org. Hard copies of the report can be requested at City Hall, 3800 Laverne Ave N. Water Rebate Program The City of Lake Elmo, in partnership with the Metropolitan Council, is offering rebates for new installations of water saving devices. With numerous water supply issues, there has never been a better time to install a Smart Irrigation Controller or EPA Approved WaterSense Toilet.To date, the program has applied over $24,000 in water bill rebates on devices estimat- ed to save over 1.5 million gallons of water per year! Water customers in Lake Elmo are eligible for up to $200 for installing Smart Irrigation Controllers and $100 per EPA WaterSense toilet. Purchase and install a qualifying device and complete a rebate form with a copy of your reciept. Upon approval, a credit will be applied to your water account. Applications must be received by June 30th. Billing Updates Beginning with Quarter 1, 2022 the Stormwater utility bill will be combined with the Water & Sewer bill and it will be billed quarterly rather than annually. The Stormwater amount will be ¼ of the annual fee which is $21.25 per quarter for 2022 for a residential lot. Stormwater bills for residents who only have a Stormwater account will continue to be billed annually. Additionally, we can now take electronic payments for for Building Permits and Planning and Zoning fees. The City is looking to expand online payments via credit cards for all City services in 2022. 6 Summer 2022 Code Enforcement As we move into warmer weather it is important for residents, business owners, and visitors to abide by standards set forth in City Code. The City acknowledges that in many cases residents are simply unaware they are in violation of City Code. Below is a brief checklist that you can use to ensure your property is compliant: Permits for on-site improvements have been obtained Homes and accessory structures are well maintained Lawn grass is mowed Landscaping and tree limbs are alive and well maintained Personal property stored outside is properly screened or stored within a building Licensed and operable vehicles are parked on a durable and permitted surface Inoperable vehicles are removed or properly stored Refuse and landscape debris is properly disposed of *Please note this is not an all-inclusive list, but is composed of most frequent code violations. For full municipal code please visit the Planning Department page on the City website. The City accepts code violation complaints submitted the following ways: • Online submission portal on the Code Enforcement page of the City websiteC • A formal complaint document located at City Hall • Handwritten or Emailed with date of violation, address of violation, and type of violation Thank you in advance to all for your cooperation and commitment to making Lake Elmo a safe and beautiful community! 7 Summer 2022 Online Bill Pay Now Available! National Night Out 2022 National Night Out will be held once again Tuesday, August 2nd from 6-8PM at Lion’s Park downtown. This is a great opportunity for everyone including residents, businesses, and public services to join together as one city. Last year nearly 50 businesses and organizations participated in the event. We had an incredible turnout last year and hope to do so again. Look for updates on the City website, social media, and the FRESH E-newsletter for how you can get involved. National Night Out 2021 Adopt a Storm Drain Volunteer fiteen minutes, twice a month, for cleaner waterways and a healthier community. Storm drains flow directly to our lakes, rivers, and wetlands and act as conduits for trash and pollutants. Adopt a Drain asks residents to adopt a storm drain in their neighborhood and keep it clear of leaves, trash, and other debris to reduce water pollution. Sign up, keep your drain clear, track your impact, and lead by example. The City of Lake Elmo is seeking volunteers for the Adopt-A-Park Program. The program is intended to make parks more appealing through general spring, summer and fall clean-up to remove debris, flower planting, and weeding. All materials are provided by the City and coordinated through Public Works. Adopt-A-Park is a program for volunteers who are interested in cleaning up Lake Elmo’s parks, and is an excellent way for residents and organizations to make a personal contribution to the community. The program is open to individuals, families, groups, religious organizations, service organizations, schools, businesses, and other community organizations, adoption terms are for 2 years. 8 Summer 2022 MayorCharles Cadenhead Council Lisa McGinn Dale Dorschner Katrina Beckstrom Jeff Holtz City AdministratorKristina Handt Internet: www.lakeelmo.orgEmail: comments@lakeelmo.org POLICE-FIRE Emergency: 9-1-1Non-emergency: (651) 439-9381 A publication of the City of Lake Elmo3800 Laverne Ave. N., Lake Elmo MN 55042 • 651-747-3900 PRSTD STD US POSTAGE PAID PERMIT NO. 19 LAKE ELMO, MN3880 Laverne Ave. N. Lake Elmo, MN 55042 POSTAL PATRON LAKE ELMO MN 55042 www.facebook.com/LakeElmoMN Public Works Contact Info: The City Wants Your Input! Public Works: 651-747-3940 Emergency: Monday – Friday: 8:00 a.m. – 4:30 p.m. City Hall: 651-747-3900 All other hours and weekends, Washington County Dispatch: 651-439-9381 The City has been using the Polco platform to collect the opinions of residents to better improve City services. Questions have been related to the City of Lake Elmo’s streets, parks, public safety, and more. New questions are posted regularly. If you are interested in sharing your opinions, visit www.polco.us/lakeelmo and create an account! The City is on Nextdoor! In an effort to reach as much of the com- munity as possible we’ve joined Nextdoor to post important updates for residents. STAFF REPORT DATE: 4/19/2022 REGULAR AGENDA PUBLIC HEARING TO: City Council FROM: Molly Just ITEM: Vacation of Conservation Easement Wildflower at Lake Elmo 1st Addition BACKGROUND: Robert Engstrom Companies is requesting City approval of an easement vacation in association with the Wildflower at Lake Elmo subdivision. In October 2021 the City Council approved a final plat and final PUD for the 4th Addition. The vacation is less than one acre and is necessary for the platting of the 4th Addition. Also associated with the platting of the 4th Addition is granting of replacement conservation easement. Staff is recommending approval of the request subject to meeting the conditions of approval listed in this report. ISSUE BEFORE THE CITY COUNCIL Should the City Council hold a public hearing and approve the requested vacation of a portion of a conservation easement? PROPOSAL DETAILS/ANALYSIS: Applicant: Robert Engstrom Companies Property Owners: Wildflower at Lake Elmo (HOA) Location: Outlots G, H, and I - Wildflower at Lake Elmo 1st Addition Request: Petition to vacate less than one acre of an existing conservation easement. Existing Land Use/ Vacant outlot and MDR/PUD. Zoning: Surrounding: North – vacant outlot and MDR/PUD zoning –; west - Wildflower 2nd Addition and MDR/PUD zoning; south – offices, business park land – VMX – Village Mixed Use; east – Wildflower outlot (Storm water pond) and Field of St. Croix II subdivision open space – RR and OP zoning. Comprehensive Plan: Village Medium Density Residential (2.5-4.99 units per acre)/Village Open Space Overlay History: The property is within the Village Planning Area. The City approved a preliminary plat and preliminary PUD plans on April 7, 2015. Wildflower 1st Addition received final plat and PUD plan approval on 7/21/15 and Wildflower 2nd Addition received final plat and PUD plan approval on December 6, 2016. A PUD amendment was processed on June 6, 2017. The City Council approved the final plat and PUD plan for Wildflower 3rd Addition on March 20, 2018. The City Council approved the final plat and PUD plan for Wildflower 4th Addition on October 5, 2021. City Council Meeting April 19, 2022 Page 2 Deadline for Action: Application Complete – 3/23/2022 60 Day Deadline – 5/22/2022 Applicable Regulations: Minn. Stat. § 462.358, subd. 7 Minn. Stat. § 412.851 PROJECT ANALYSIS The property encumbered by the conservation easement needs to be changed due to the platting of the property in Wildflower at Lake Elmo 4th Addition and the reconfiguration of the lots and outlots within the plat. Less than one acre would be vacated and the City will receive a replacement conservation easement. RECOMMENDED CONDITIONS OF APPROVAL: Based on the above report and analysis, Staff is recommending approval of the vacation of a portion of a conservation easement within Wildflower at Lake Elmo First Addition with the following conditions: 1. The recording of the plat of Wildflower at Lake Elmo 4th Addition; 2. The Applicant shall provide the City with a replacement conservation easement for the property designated as open space in the plat of Wildflower at Lake Elmo 4th Addition as shown on the plans approved by the City. Said conservation easement shall be in a form that is satisfactory to the City Attorney. Said conservation easement shall be recorded with the plat of Wildflower at Lake Elmo 4th Addition. DRAFT FINDINGS Staff is recommending the City Council consider the following findings with regards to the proposed easement vacation: 1) The City is the holder of the Conservation Easement; and 2) The property encumbered by the Conservation Easement area needs to be changed due the platting of the property in Wildflower at Lake Elmo 4th Addition and the reconfiguration of the lots and outlots within that plat; 3) The City will receive a replacement conservation easement over the following described property: All of Outlots A and B, Wildflower at Lake Elmo 4th Addition, according to the recorded plat thereof, County of Washington, State of Minnesota; and 4) Pursuant to Minnesota Statutes Section 412.851, the City scheduled a public hearing for April 19, 2022, to consider the proposed vacation of the Conservation Easement; and 5) Notice of the public hearing was posted, published in the City’s official newspaper, and mailed to the owners of affected properties, all in accordance with law. City Council Meeting April 19, 2022 Page 3 RECOMMENDATION: Staff recommends that the City Council approve the vacation of a portion of the conservation easement in Wildflower at Lake Elmo 1st Addition. Suggested motion: “Move to adopt Resolution 2022-038 approving the vacation of a portion of the conservation easement on Outlots G, H, and I in Wildflower at Lake Elmo 1st Addition, with conditions based on the findings listed in the staff report.” ATTACHMENTS: 1. Easement Vacation Application 2. Easement Vacation Resolution 2022-038 3. Easement Legal Description 4. Easement Area Exhibit 1 LA515-100-788638.v2 CITY OF LAKE ELMO WASHINGTON COUNTY STATE OF MINNESOTA RESOLUTION NO. 2022-038 RESOLUTION VACATING A CONSERVATION EASEMENT LOCATED WITHIN WILDFLOWER AT LAKE ELMO 1ST ADDITION WHEREAS, the City of Lake Elmo (the “City”) is a municipal corporation, organized and existing under the laws of Minnesota; and WHEREAS, the City has received a request from Wildflower at Lake Elmo, a Minnesota nonprofit corporation and Robert Engstrom Companies (the “Applicants”) to vacate a conservation easement on the Applicants’ property, which is legally described on Exhibit A and depicted on Exhibit B (the “Conservation Easement”) and WHEREAS, the City is the holder of the Conservation Easement; and WHEREAS, the property encumbered by the Conservation Easement area needs to be changed due the platting of the property in Wildflower at Lake Elmo 4th Addition and the reconfiguration of the lots and outlots within that plat; WHEREAS, the City will receive a replacement conservation easement over the following described property: All of Outlots A and B, Wildflower at Lake Elmo 4th Addition, according to the recorded plat thereof, County of Washington, State of Minnesota; and WHEREAS, pursuant to Minnesota Statutes Section 412.851, the City scheduled a public hearing for April 19, 2022, to consider the proposed vacation of the Conservation Easement; and WHEREAS, notice of the public hearing was posted, published in the City’s official newspaper, and mailed to the owners of affected properties, all in accordance with law; and WHEREAS, the City held the public hearing on the proposed vacation on April 19, 2022, at which hearing all interested parties were heard; and WHEREAS, following the public hearing, the City determined that the vacation of the Conservation Easement is in the public interest because a replacement conservation easement will be granted in conjunction with the platting of Wildflower at Lake Elmo 4th Addition. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Lake Elmo as follows: LA515-100-788638.v2 2 1. The City hereby declares that the Conservation Easement is vacated upon the following conditions being satisfied: a. The recording of the plat of Wildflower at Lake Elmo 4th Addition; b. The Applicant shall provide the City with a replacement conservation easement for the property designated as open space in the plat of Wildflower at Lake Elmo 4th Addition as shown on the plans approved by the City. Said conservation easement shall be in a form that is satisfactory to the City Attorney. Said conservation easement shall be recorded with the plat of Wildflower at Lake Elmo 4th Addition. 2. The City Clerk or her designee is authorized and directed to prepare and present to the Washington County Auditor a notice that the City has completed these vacation proceedings and record with Washington County Recorder or Registrar of Titles the notice of vacation of the easement. Passed and duly adopted this 19th day of April, 2022, by the City Council of the City of Lake Elmo, Minnesota. ______________________________ Charles Cadenhead, Mayor ATTEST: _________________________________ Julie Johnson, City Clerk A-1 LA515-100-788638.v2 EXHIBIT A Legal Description of the Conservation Easement to be Vacated All that part of Outlot H, WILDFLOWER AT LAKE ELMO 1ST ADDITION, according to the recorded plat thereof, Washington County, Minnesota lying southerly and southwesterly of the following described line: Commencing at the southwest corner of said Outlot H; thence on an assumed bearing of North 00 degrees 15 minutes 02 seconds West, along the west line of said Outlot H, a distance of 12.43 feet, to the point of beginning of the line to be described; thence North 89 degrees 21 minutes 23 seconds East, a distance of 163.44 feet, to the point of beginning of the line to be described; thence South 00 degrees 38 minutes 37 seconds East, a distance of 12.19 feet, to the south line of said Outlot H and there terminating. Together with: All that part of Outlot I, said WILDFLOWER AT LAKE ELMO 1ST ADDITION, according to the recorded plat thereof, Washington County, Minnesota lying westerly of the following described line: Commencing at the southwest corner of Outlot H, said WILDFLOWER AT LAKE ELMO 1ST ADDITION; thence on an assumed bearing of North 00 degrees 15 minutes 02 seconds West, along the west line of said Outlot H, a distance of 12.43 feet, thence North 89 degrees 21 minutes 23 seconds East, a distance of 163.44 feet, to the point of beginning of the line to be described; thence South 00 degrees 38 minutes 37 seconds East, a distance of 48.00 feet; thence North 89 degrees 21 minutes 23 seconds East, a distance of 72.62 feet; thence South 00 degrees 38 minutes 37 seconds East, a distance of 134.65 feet; thence North 89 degrees 21 minutes 23 seconds East, a distance of 30.13 feet; thence South 00 degrees 38 minutes 37 seconds East, a distance of 98.00 feet; thence South 89 degrees 21 minutes 23 seconds West, a distance of 30.13 feet; thence South 00 degrees 38 minutes 37 seconds East, a distance of 243.52 feet, to the southwesterly line of said Outlot I and there terminating. All that part of Outlot G, said WILDFLOWER AT LAKE ELMO 1ST ADDITION, according to the recorded plat thereof, Washington County, Minnesota, lying south of the following described line: Commencing at the southeast corner of said Outlot G; thence on an assumed bearing of North 00 degrees 15 minutes 02 seconds West, along the east line of said Outlot G, a distance of 12.43 feet, to the point of beginning of the line to be described; thence South 89 degrees 21 minutes 23 seconds West, a distance of 127.33 feet, to the southwesterly line of said Outlot G and there terminating. B-1 LA515-100-788638.v2 EXHIBIT B Depiction of the Conservation Easement to be Vacated STAFF REPORT DATE: 04/19/2022 REGULAR ITEM#: 07 MOTION TO: Mayor and City Council FROM: Ben Hetzel, City Planner AGENDA ITEM: Setback Variance Request at 9404 Lake Jane Trail N REVIEWED BY: Molly Just, Planning Director INTRODUCTION: Cassandra Banna (Applicant) recently submitted an application for a 6-foot side yard setback variance for the property located at 9404 Lake Jane Trail N – Parcel 10.029.21.24.0014 (Subject Property). The applicant is looking to expand the living space within her single-family home. To do this, the applicant would like to convert the current garage into a family room and build a new, two-car garage directly in from of the existing garage. Because of the angle of the existing dwelling, the proposed garage addition would enter the required 10-foot side yard setback on the southwest side of the property if it is built to follow the existing line of the dwelling. The applicant is now asking the City Council to decrease the required side yard setback to 4 feet on the southwest side of the subject property. The Planning Commission recommended approval of the proposed variance at the March 28, 2022 meeting. ISSUE BEFORE PLANNING COMMISSION: The City Council is being asked to review and make a determination on the request to decrease the side yard requirement from 10-feet to 4-feet on the southwest side of the property located at 9404 Lake Jane Trail N. VARIANCE REQUEST DETAILS/ANALYSIS: Address: 9404 Lake Jane Trail N PID: 10.029.21.24.0014 Existing Zoning: Rural Single Family – Shoreland Overlay District Surrounding Zoning: North, South, East, & West: Rural Single Family Deadline for Action: Application Complete – 2/16/2022 60 Day Deadline – 4/17/2022 Extension Letter Mailed – 4/12/2022 120 Day Deadline – 6/16/2022 Applicable Regulations: Article V - Zoning Administration and Enforcement Article XI – Rural Districts Article XIX – Shoreland Overlay District 2 Reason for Request. The applicant is asking the City to decrease the required 10-foot side yard setback (required by Section 105.12.630 of the Lake Elmo City Code) by 6 feet to facilitate the construction of a garage addition in front of the existing single-family dwelling. Because of the angle of the existing dwelling, the proposed garage addition would enter the required 10-foot side yard setback if it is built to follow the existing line of the dwelling. REVIEW AND ANALYSIS/DRAFT FINDINGS: An applicant must establish and demonstrate compliance with the variance criteria set forth in Lake Elmo City Code Section 105.12.320 before the City may grant an exception or modification to city code requirements. These criteria are listed below, along with comments from Staff about the applicability of these criteria to the applicant’s request. 1) Practical Difficulties. A variance to the provision of this chapter may be granted by the Board of Adjustment upon the application by the owner of the affected property where the strict enforcement of this chapter would cause practical difficulties because of circumstances unique to the individual property under consideration and then only when it is demonstrated that such actions will be in keeping with the spirit and intent of this chapter. Definition of practical difficulties - “Practical difficulties” as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by an official control. FINDINGS: To follow the existing line of the dwelling and the driveway, the proposed garage will need to enter the required 10-foot side yard setback. This is because the existing dwelling is angled farther to the south than the side yard property lines. According to the applicant, the proposed location of the garage is necessary because it allows for direct access from the existing home to the proposed garage while maintaining the existing building lines. 2) Unique Circumstances. The plight of the landowner is due to circumstances unique to the property not created by the landowner. FINDINGS: The existing home was built at different angle than the side yard property lines. For this reason, adding an addition to the front of the house at the same angle as the existing structure causes it to enter the required 10-foot side yard setback. The currently property owners purchased the house is 2019, 43 years after it was constructed. 3) Character of Locality. The proposed variance will not alter the essential character of the locality in which the property in question is located. FINDINGS: The proposed build will not alter the character of the house or neighborhood because the materials used will match the current materials already in the house. The new garage will not change any sightlines, as the roof lines will be no higher than the existing house. The proposed garage will not increase the impervious surface percentage as it is being built in the location of the existing driveway. 3 4) Adjacent Properties and Traffic. The proposed variance will not impair an adequate supply of light and air to properties adjacent to the property in question or substantially increase the congestion of the public streets or substantially diminish or impair property values within the neighborhood. FINDINGS. The proposed variance does not impair adjacent properties. There are no properties within 10 feet of the proposed garage extension. The property adjacent to the requested side yard setback variance is an easement with a width too small to build a dwelling. The owners of this property are in support of the variance request. A letter from the property owners is included as Attachment 7. CITY AGENCY REVIEW: This request was distributed to several city departments for review on March 10, 2022. The following departments provided comments on the variance request. No additional on this request other than what is outlined below. • Engineering Department – Consideration must be given to maintaining rear yard access to the property for future septic system replacement and/or connecting the home to sanitary sewer service should municipal service be extended to this area in the future. • Fire Department – Ensure address numbers shall be plainly visible from the street fronting the property and shall contrasting color from the background. PUBLIC COMMENT: A hearing notice was sent to surrounding properties on March 9, 2022. A hearing notice was published in the local newspaper on March 18, 2022. At this time, staff has not received any comments from the public on the requested variance. A public hearing was held at the Planning Commission meeting on March 28, 2022. No public comments were made at the Planning Commission meeting. FISCAL IMPACT: None RECOMMENDED CONDITIONS OF APPROVAL: 1. During construction silt fencing and other environmental measures shall be taken to preserve and protect the lake and surrounding vegetation. 2. If approved this variance shall expire if the work does not commence within 12 months of the date of granting the variance. OPTIONS: The City Council may: • Approve the variance. • Approve the variance with conditions. • Deny the variance, citing recommended findings of fact for denial. 4 RECOMMENDATION: Staff recommends that the City Council approve the request from Cassandra Banna for a 6-foot side yard setback variance for the property located at 9404 Lake Jane Trail N. “Move to approve Resolution 2022-040, approving the request from Cassandra Banna for a 6-foot side yard setback variance for the property located at 9404 Lake Jane Trail N.” ATTACHMENTS: 1) Location Map 2) Land Use Application 3) Written Statements 4) Plat Map 5) Certificate of Survey 6) Proposed Garage Plans 7) Supporting Letter from Abutting Property Owner 8) P&Z minutes 3-28-22 9) Resolution No. 2022-040 9401 9385 9295 9366 9425 9399 9436 9498 9406 9497 9404 9461 9477 9429 9409 9404 Lake Jane Trail N Esri Community Maps Contributors, Metropolitan Council, MetroGIS, ©OpenStreetMap, Microsoft, Esri Canada, Esri, HERE, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA Parcels Easement Lines COMPUTED UTILITY_DRAINAGE CONSERVATION DNR Protected Waters ID MNWASH038007.sid Red: Band_1 Green: Band_2 Blue: Band_3 MNWASH032009.sid Red: Band_1 Green: Band_2 Blue: Band_3 MNWASH011007.sid Red: Band_1 Green: Band_2 Blue: Band_3 3/23/2022, 2:54:57 PM 0 0.05 0.10.03 mi 0 0.09 0.170.04 km 1:4,514 Esri Community Maps Contributors, Metropolitan Council, MetroGIS, © OpenStreetMap, Microsoft, Esri Canada, Esri, HERE, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, Written Statements for Land Use Application: Cassandra Banna A. Current Property Owner: Cassandra Banna B. Legal Description of the Property: (AS SHOWN ON WARRANTY DEED DOC. NO. 4190792) That part of Lot eighteen (18), BERSCHENS SHORES, lying southerly of a line drawn from a point on the westerly line of said lot which point is one hundred (100) feet southerly of the northwest corner thereof extended easterly to the easterly line of said lot to a point one hundred seventy one (171) feet northerly of southwest corner thereof, according to the plat thereof on file and of record in the office of the register of deeds in and for said county; together with all that part of vacated township road as the same dedicated on the southeasterly line of the plat of BERSCHENS SHORES, and all that part of government lot four, section ten, township 29 north, range 21 west, village of Lake Elmo, Washington County, Minnesota, described as follows: Beginning at the southerly most corner of lot 18 of BERSCHENS SHORES as the same as on file and of record in the office of the register of deeds in and for said county and said; thence north 53 degrees 13 minutes east along the south easterly line of said lot 18 for 171.0 feet to the easterly most corner of that particular tract as described in book 291 of deeds, page 535, as the same is on file and of record in said office of the register of deeds; thence southeasterly along a southeasterly projection of the northeasterly line of said tract as described in book 291 of deeds, page 535, for 172 feet, more of less, to its intersection with a southerly projection of the westerly right-of-way of Jane Road North as the same is presently located and traveled; thence southerly along said southerly projection of the westerly right-of-way of Jane Road North to the centerline of 45th Street North as the same is presently located and traveled; thence southwesterly along said traveled center line of 45th Street North for 21 0 feet, more of less, to its intersection with southeasterly projection of the southwesterly line of said lot 18; thence northwesterly along said southeasterly projection of the southwesterly line sof lot 18 for 130.2 feet to the point of beginning. RESERVING and easement over the southeasterly 33 feet of said property for roadway purposes and RESERVING and easement over the northwesterly 15 feet of the Southeasterly 48 feet of said property for utility purposes, said easements to be defined by lines drawn parallel with the traveled centerline of 45th Street North distances to be measured perpendicular to said centerline, Washington County, Minnesota. Parcel Size: 55,650 Sq ft or 1.277 acres Existing Use of Land: Residential Current Zoning: All current buildings on the property are located in zone X, areas determined to be outside the 0.2% annual chance flood plain. C. Provisions of the Lake Elmo City Code: 154.402 Lot Dimension and Building Bulk Requirements- Setback Regulations 154.800 Shoreland Management Overlay Dist.- Max Impervious Surface Allowance D. Description of the Proposal: We would like to expand our living space by converting our current garage into a family room and build directly in front of the garage (towards the road and following the existing concrete line) a new, two car garage. E. Pre-application discussions: After speaking to the Lake Elmo Planning Office about my proposed garage addition, it was suggested that I should apply for a variance due to the close proximity of the proposed garage to our neighbor’s easement. It was explained that current set-backs are ten feet and my current plans show a smaller distance for the build. Staff at the Lake Elmo Planning Office suggested I apply for a variance for these three reasons: 1. Our neighbor’s who own the easement adjacent to our land did not oppose the new garage build and expressed a willingness to help us in our building process (please see attached letter of support from Jeff and Laurie Ylinen who are the property owners of the easement and who live across the street) 2. The lot adjacent to us is an easement and not a home 3. We currently have a concrete driveway where the garage will be and our build will follow its existing line 4. We will not increase the impervious surface percentage of our property with the new garage. F. The proposed location of the garage works best for our property because it maintains the current flow of the house, following the existing driveway. It also gives direct access to the house making it an attached garage. One of the practical difficulties is that to follow the existing line of the home, the proposed garage addition needs to enter the side yard setback. G. The reason I feel the proposed plans should be granted is because the new garage will not encroach on anyone’s property or privacy. Furthermore, the plans follow an existing driveway line. Our impervious surface percentage will not increase with the new build. H. The proposed build will not alter the character of the house or neighborhood because the materials used will match the current materials already in the house. The new garage will not change any sightlines, as the roof lines will be no higher than the existing house. LAKE JANE JANE ROAD N . LAK E JAN E TRA I L N . P RO PO S EDGA RAG EADDI T ION P RO P . C RAW L S P AC E ( 1 0 2 4 S F )66.6X 933.7X 933.4X 933.2X 933.2X 931.0932932933.7 X933.7 X932933.7 X933.7 X2%1 0 0 F T . O HW L S E T B A C K 30 FT . FRONT SETBACK10 FT. SIDE SETBACK10 FT. SIDE SETBACKREMOVE CONC.DRIVE (-347 SF)CALL BEFORE YOU DIG!TWIN CITY AREA:TOLL FREE:1-800-252-1166651-454-0002Gopher State One CallLEGAL DESCRIPTION:SURVEY NOTES:(AS SHOWN ON WARRANTY DEED DOC. NO. 4190792)That part of Lot eighteen {18), BERSCHENS SHORES, lying southerly of a line drawn from a point on the Westerly line of said lotwhich point is one hundred (100) feet Southerly of the Northwest corner thereof extended Easterly to the Easterly line of said lotto a point one hundred seventy-one (171) feet Northerly of Southwest corner thereof, according to the plat thereof on file and ofrecord in the office of the Register of Deeds in and for said County; together with all that part of vacated Township Road as thesame dedicated on the Southeasterly line of the Plat of BERSCHENS SHORES, and all that part of Government Lot 4, Section 10,Township 29 North, Range 21 West, Village of Lake Elmo, Washington County, Minnesota, described as follows: Beginning at theSoutherly most corner of Lot 18 of BERSCHENS SHORES as the same is on file and of record in the Office of the Register of Deedsin and for said County and State; thence North 53 degrees 13 minutes east along the Southeasterly line of said Lot 18 for 171.0feet to the Easterly most corner of that particular tract as described in Book 291 of Deeds, Page 535, as the same is on file andof record in said Office of the Register of Deeds; thence Southeasterly along a Southeasterly projection of the Northeasterly lineof said tract as described in Book 291 of Deeds, Page 535, for 172 feet, more or less, to its intersection with a Southerlyprojection of the Westerly right-of-way of Jane road North as the same is presently located and traveled; thence Southerly alongsaid Southerly projection of the Westerly right-of-way of Jane Road North to the centerline of 45th Street North as the same ispresently located and traveled; thence Southwesterly along said traveled centerline of 45th Street North for 21 O feet, more orless, to its intersection with Southeasterly projection of the Southwesterly line of said Lot 18; thence Northwesterly along saidSoutheasterly projection of the Southwesterly line of Lot 18 for 130.2 feet to the point of beginning. RESERVING and easementover the Southeasterly 33 feet of said property for roadway purposes and RESERVING and easement over the Northwesterly 15feet of the Southeasterly 48 feet of said property for utility proposes, said easements to be defined by lines drawn parallel withthe traveled centerline of 45th Street North distances to be measures perpendicular to said centerline, Washington County,Minnesota.EASEMENT NOTES:0NORTH2040EASEMENTS LIMITED THOSE SHOWN ON AVAILABLE PARCELMAPPING AND IN THE DEED OF RECORD. OTHER EASEMENTSMAY EXIST THAT ARE NOT SHOWN.AREA:TOTAL PARCEL AREA TO OHWL = 55,650 SQ.FT./1.28 ACRESTOTAL PARCEL AREA TO OHWL LESS R/W = 43,079 SQ.FT./0.99 ACRESPORTIONS OF THIS PROPERTY LIES WITHIN ZONE AE,AREAS DETERMINED TO BE WITHIN THE 0.2% ANNUAL CHANCEFLOODPLAIN OTHER AREAS INCLUDING ALL BUILDINGS ARELOCATED IN ZONE X, AREAS DETERMINED TO BE OUTSIDE THE0.2% ANNUAL CHANCE FLOODPLAIN AS SHOWN ON FEMA FLOODINSURANCE RATE MAP NUMBER 27163C0245E HAVING ANEFFECTIVE DATE OF FEBRUARY 3RD, 2010. THE BASE FLOODELEVATION OF 925.0 IS SHOWN ON THE SURVEY FOR REFERENCEPURPOSES ONLY. NOT FIELD VERIFIED.FLOOD INFORMATION:SEPTIC/WELLIT APPEARS THE SEPTIC AREA IS IN FRONT OF THEHOUSE AS EVIDENT BY THE PVC SEWER CLEANOUTSAND MANHOLE. THE WELL IS SHOWN ST THE REAR OFTHE HOUSE.HOUSE = 3,439GARAGE = 1,021DECK/STEPS = 1,046FRONT CONC./PILLARS = 5,806REAR CONC/PAVERS = 725WALLS = 104TOTAL IMPROVEMENTS = 12,141 SQ.FT. 28.2% (% OF OHW AREA OUTSIDE OF R/W EASEMENT)EXISITNG IMPROVEMENT AREAS:PID#1002921240014CONTACT:CASSANDRA BANNA9404 LAKE JANE TRAIL N.LAKE ELMO, MN 55042ZZ09231ASURVZZ231ACERTIFICATE OFSURVEYCOUNTY/CITY:REVISIONS:PROJECT LOCATION:LAND SURVEYING, INC.CORNERSTONESuite #2001970 Northwestern Ave.Stillwater, MN 55082Phone 651.275.8969dan@cssurvey.netDATEREVISIONPROJECT NO.FILE NAME9404LAEK JANE TRAIL N.CITY OF LAKE ELMOWASHINGTONCOUNTY04-27-21ISSUED07-13-21ADD PROP. IMPRO01-17-22ADDL REMOVALS01-26-22ADDL INFO ADDEDCERTIFICATION:I hereby certify that this plan was prepared byme, or under my direct supervision, and that I ama duly Licensed Land Surveyor under the laws ofthe state of Minnesota.Daniel L. Thurmes Registration Number: 25718Date:__________________4-27-211.BEARINGS ARE BASED ON THE WASHINGTON COUNTYCOORDINATE SYSTEM NAD 1983. BEARING ARE DIFFERENTTHAN SHOWN ON THE RECORDED PLAT.2.UNDERGROUND UTILITIES SHOWN PER AS-BUILTS PLANSPROVIDED BY THE CITY OF LAKE ELMO LAKE PUBLIC WORKSDEPARTMENT.3.THERE MAY SOME UNDERGROUND UTILITIES, GAS,ELECTRIC, ETC. NOT SHOWN OR LOCATED.LEGENDUNDERGROUND TELEPHONEOVERHEAD UTILITYUNDERGROUND GASFENCEBUILDING LINEBITUMINOUS SURFACECONCRETE SURFACEFOUND CAST IRON MONUMENTFOUND MONUMENT (AS NOTED)SET IRON PIPE MARKED WITHCABLE TV PEDESTALELECTRIC METERELECTRIC TRANSFORMERGUY WIREPOWER POLEGAS METERTELEPHONE PEDESTALSANITARY CLEANOUTWATER WELLMAIL BOXTREESEX. HOUSE = 3,411PROP. ADDN= 1,024GARAGE = 1,021DECK/STEPS = 1,046FRONT CONC./PILLARS= 3,713PROP. NEW DRIVE= 1,284REAR CONC./PAVER = 378WALLS = 104TOTAL IMPROVEMENTS = 11,981 SQ.FT. 27.8% (% OF OHW AREA OUTSIDE OF R/W EASEMENT)PROPOSED IMPROVEMENT AREAS:(IN SQUAREFEET)(IN SQUAREFEET)EX. GARAGE FLOOR= 935.1PROP. ADDN REAR= 934.24PROP. ADDN FRONT= 933.96TOP ADD FOUNDATION= 934.32*ELEVATIONS ARE APPROXIMATE BASED ONSCALING THE ARCHITECTURAL PLANELEVATIONS SECTIONS. CONTRACTOR TOVERIFY PRIOR TO CONSTRUCTION.PROPOSED ADDITION ELEVATIONS:SETBACKSTHE FOLLOWING SETBACKS ARE SHOWN IN THE CITYOF LAKE ELMO ZONING CODE FOR THE RS ZONINGDISTRICT (SUBJECT TO LAKESHORE REGULATIONS)VERIFY ALL THE FOLLOWING SETBACKS SHOWN WITHTHE CITY OF LAKE ELMO ZONING ADMINISTRATORPRIOR TO DESIGN.FRONT BUILDING SETBACK FROM ROAD = 30'SIDE BUILDING SETBACK = 10'BUILDING SETBACK FROM THE OHWL = 100'BUILDING SETBACK FROM TOP OF BLUFF (18%) = 30'MAXIMUM BUILDING HEIGHT = 35'MAXIMUM IMPERVIOUS= 25%MN LICENSE NO. 25718MANHOLEPROPOSED CONTOURPROPOSED SPOTELEVATIONPROPOSED DRAINAGE WITHPERCENT GRADE100X 100.01%BANNA RESIDENCE Lake Elmo Planning Commission Minutes: 3-28-2022 City of Lake Elmo Planning Commission Meeting Minutes of March 28, 2022 Commission Chair Risner called to order the meeting of the Lake Elmo Planning Commission at 7:00 p.m. COMMISSIONERS PRESENT: Risner, Steil, Mueller, Rehkamp, Vrieze COMMISSIONERS ABSENT: Graen STAFF PRESENT: Planning Director Just Pledge of Allegiance at 7:00 PM Approve Agenda: M/S/P: Risner / Steil made a motion to amend the agenda, by removing 4-C : 11441 20th St CUP public hearing from the 3-28-22 agenda. M/S/P: Steil/Rehkamp moved to approve the amended genda. Vote: 5-0, motion carried unanimously. Approve Minutes: M/S/P: Risner/Rehkamp moved to approve the Planning Commission minutes of March 14th, 2022. Vote: 5-0, motion carried unanimously. Public Hearings: a. 9404 Lake Jane Trail N. Variance to the side yard setback. The property owner has requested a 6-foot side yard setback variance. The applicant proposes to expand their living space by converting the current garage into living space and building a new garage addition directly in front of the existing garage. To build the addition along the existing driveway line, a 6-foot variance on the southwest side of the property is necessary. RS Zoning District, Shoreland Overlay Zone and Valley Branch Watershed District. PID: 1002921240014 Director Just gave staff presentation and answered questions. Applicant Cassandra Banna (9604 Lake Jane Trail N )spoke regarding the reason for asking for the variance. Commissioner Rahkamp asked if there were any additional options for the size of the garage to meet the existing set backs , Mrs Banna did say there was an option to build a 2 car garage instead of a 2.5 car garage. No questions were asked for more clarification Public hearing opened at 7:10 PM. No comments. Lake Elmo Planning Commission Minutes: 3-28-2022 Public hearing closed at 7:11 PM. M/S/P: Steils/ Mueller moved to recommend approval of the request from Cassandra Banna for a 6-foot side yard setback variance for the property located at 9404 Lake Jane Trail N. Vote: 5-0, motion carried unanimously. b. 8930 Jane Road N. Variance for a second driveway. The property owner has requested a variance to allow a second driveway on a residential lot. Only one driveway is allowed. RS Zoning District, Shoreland Overlay Zone and Valley Branch Watershed District. PID: 0902921110016 Director Just gave staff presentation and answered questions. Applicant Bill & Valerie Brass (8930 Jane Road N) spoke clarifying the reasons for this variance, and explaining how this driveway will not impact neighbors and city. Public hearing opened at 7:27 PM. Lane Hinsperger (8883 Jane Road N) spoke in favor of issuing the variance. Public hearing closed at 7:28 PM. M/S/P: Mueller/ Vrieze moved to recommend approval of the request from Bill and Valerie Brass for a variance to pave a second curb cut on the property located at 8930 Jane Rd N. Vote: 5-0, motion carried unanimously. c. Comprehensive Plan Amendment. The City of Lake Elmo is proposing an amendment to the City’s 2040 Comprehensive Plan to expand the MUSA (Metropolitan Urban Service Area). This proposal is to change the existing MUSA boundary to include the existing homes in the Tapestry at Charlottes’ Grove subdivision located north of Sunfish Lake Park and off of 45th Street North. The City is proposing this amendment to accommodate a sewer improvement project the City Council approved to provide city sanitary sewer to the 65 existing homes. The amendment also includes changes to the text of the Plan and to maps and tables in the City’s Sanitary Sewer Plan to accommodate the expanded sanitary sewer area. This proposal does not include new development. Director Just gave staff presentation and answered questions. Public hearing opened at 7:41 PM. No comments. Public hearing closed at 7:42 PM. M/S/P: Steils/ Rahkamp motioned to recommend approval of all necessary amendments to the 2040 Lake Elmo Comprehensive Plan (including those to the Land Use Plan and to Wastewater Service Plan) to add the existing 65 single-family properties in the Tapestry at Charlotte’s Grove subdivision to the City’s sanitary sewer area. Vote: 5-0, motion carried unanimously. M/S/P: Mueller/ Vrieze moved to recommend approval of a Comprehensive Plan Amendment re-guiding the City’s Land Use Plan for the Tapestry at Charlottes Grove subdivision from RAD(Rural Area Development) to RSFS (Rural Single Family Sewered) Vote: 5-0, motion carried unanimously. Lake Elmo Planning Commission Minutes: 3-28-2022 New/Unfinished Business: None. Communications/Updates a. City Council Update 3-15-2022 – Tabled decision on One Energy Solar Farm CUP to April 5th, 2022 b. Staff Updates - City Planner starts April 4th, 2022 c. Upcoming PC Meetings: 1. April 11, 2022 2. April 25, 2022 Meeting adjourned at 7:46 PM. Respectfully submitted, Diane Wendt Permit Technician 1 CITY OF LAKE ELMO COUNTY OF WASHINGTON STATE OF MINNESOTA RESOLUTION NO. 2022-040 A RESOLUTION APPROVING THE REQUEST FROM CASSANDRA BANNA FOR A 6- FOOT SIDE YARD SETBACK VARIANCE FOR THE PROPERTY LOCATED AT 9404 LAKE JANE TRAIL N WHEREAS, the City of Lake Elmo is a municipal corporation organized and existing under the laws of the State of Minnesota; and WHEREAS, Cassandra Banna (the “Applicant”), owner of the property located at 9404 Lake Jane Trail N – Parcel 10.029.21.24.0014, Lake Elmo, MN 55042 (the “Property”) has submitted an application to the City of Lake Elmo (the “City”) for a 6-foot side yard setback variance; and WHEREAS, notice has been published, mailed, and posted pursuant to the Lake Elmo Zoning Code, Section 103.00.120; and WHEREAS, the Lake Elmo Planning Commission held a public hearing on said matter on March 28, 2022; and WHEREAS, the Lake Elmo Planning Commission has submitted its report and recommendation to the City Council as part of a Staff Memorandum dated April 19, 2022; and WHEREAS, the City Council considered said matter at its April 19, 2022 meeting and directed City staff to draft a resolution approving the variance for its consideration; and NOW, THEREFORE, based on the testimony elicited and information received, the City Council makes the following: FINDINGS 1) That the procedures for obtaining a variance are found in Section 103.00.120 of the Lake Elmo Zoning Code. 2) That all submission requirements of Section 103.00.120 of the Lake Elmo Zoning Code have been met by the Applicant. 3) That the proposed variance includes the following components: 2 a) The variance would decrease the required 10-foot side yard setback (required by Section 105.12.630 of the Lake Elmo City Code) by 6 feet to facilitate the construction of a garage addition in front of the existing single-family dwelling. 4) Practical Difficulties as used in connection with the granting of a variance, means that the property owner proposes to use the property in a reasonable manner not permitted by an official control: To follow the existing line of the dwelling and the driveway, the proposed garage will need to enter the required 10-foot side yard setback. This is because the existing dwelling is angled farther to the south than the side yard property lines. According to the applicant, the proposed location of the garage is necessary because it allows for direct access from the existing home to the proposed garage while maintaining the existing building lines. 5) Unique Circumstances the plight of the landowner is due to circumstances not created by the landowner: The existing home was built at different angle than the side yard property lines. For this reason, adding an addition to the front of the house at the same angle as the existing structure causes it to enter the required 10-foot side yard setback. The currently property owners purchased the house is 2019, 43 years after it was constructed. 6) Character of Locality the proposed variance will not alter the essential character of the locality in which the property in question is located: The proposed build will not alter the character of the house or neighborhood because the materials used will match the current materials already in the house. The new garage will not change any sightlines, as the roof lines will be no higher than the existing house. The proposed garage will not increase the impervious surface percentage as it is being built in the location of the existing driveway. 7) Adjacent Properties and Traffic the proposed variance will not impair an adequate supply of light and air to properties adjacent to the property in question or substantially increase the congestion of the public streets or substantially diminish or impair property values within the neighborhood: The proposed variance does not impair adjacent properties. There are no properties within 10 feet of the proposed garage extension. The property adjacent to the requested side yard setback variance is an easement with a width too small to build a dwelling. The owners of this property are in support of the variance request. A letter from the property owners is included as Attachment 7. 3 DECISION NOW, THEREFORE, BE IT FURTHER RESOLVED, and based upon the information received and the above Findings, that the City Council of the City of Lake Elmo hereby approves the request by Cassandra Banna for a 6-foot side yard setback variance for the property located at 9404 Lake Jane Trail N. Passed and duly adopted this 19th day of April, 2022 by the City Council of the City of Lake Elmo, Minnesota. ____________________________________ Mayor Charles Cadenhead ATTEST: _______________________________ Julie Johnson, City Clerk STAFF REPORT DATE: April 19, 2022 REGULAR AGENDA ITEM: Accept Bids and Award Contract for the 2022 Street and Utility Improvements SUBMITTED BY: Jack Griffin, City Engineer REVIEWED BY: Kristina Handt, City Administrator Sarah Sonsalla, City Attorney Marty Powers, Public Works Director Chad Isakson, Assistant City Engineer ISSUE BEFORE COUNCIL: Should the City Council accept bids and award a contract for the 2022 Street and Utility Improvements? BACKGROUND: On March 1, 2022, the City Council approved the plans and specifications for the 2022 Street and Utility Improvements and authorized staff to advertise the project for bids. The Project was advertised on QuestCDN.com and in the Stillwater Gazette in accordance with the Minnesota Competitive Bidding requirements. The project includes street and drainage improvements within the Fields of St. Croix 1st Addition and the Beaut Crest Estates Addition, consisting of approximately 9,800 feet (1.85 miles) of local streets. The proposed improvements include a full-depth reclamation of the existing pavement and aggregate base materials to a depth of approximately 8 inches to provide a new bituminous surface supported by a renewed recycled aggregate base. The existing bituminous curb will be replaced with new B418 concrete curb and gutter to improve drainage, improve the construction quality, and provide edge support to protect and extend the service life of the new bituminous surface. The proposed project will maintain the majority of the reconstructed streets at or near the existing centerline and pavement widths to minimize the construction grading and drainage impacts to adjacent properties. In both subdivision areas, the storm sewer and drainage systems will be repaired to restore the original drainage function within each neighborhood and storm sewer castings will be replaced. The final design scope of improvements remains generally consistent with the feasibility report that was approved by the City Council on October 5, 2021, as recommended for the street and drainage improvements. Based on neighborhood feedback, no watermain will be extended to the Fields of St Croix 1st Addition as a part of this project. Hydrant nozzles will be replaced and new hydrant flags will be installed as part of the project in the Beaut Crest Estates neighborhood. PROPOSAL DETAILS/ANALYSIS: Following direction from City Council, parking bays have been incorporated into the project design along Lilac Way and Lilac Place providing 16 dedicated parking spaces where parking would otherwise be restricted (there are 16 homes along these two streets). Staff did not incorporate parking bays along Lilac Lane as it was determined that a preferred solution would be to allow parking along one side of the street segment that did not have homes fronting the roadway. On April 7, 2022 a virtual neighborhood meeting was conducted to introduce the parking bay concept for the project and to solicit feedback. Only 10 of the 47 properties were represented from the neighborhood and support for the parking bays was mixed. Following the meeting, staff prepared and sent out a survey in an effort to gain additional input from the property owners. Additional information and feedback may be available at the meeting. Bids were received and opened electronically on March 30, 2022. The City received 6 bids for the project as presented on the attached Bid Summary and Bid Tab. Following the bid opening, staff reviewed the bids according to Section 0200 Article 18 of the Project Manual and determined that the bid from OMG Midwest, Inc. is unbalanced. A bid is unbalanced if it contains a unit price that does not reflect a reasonable cost for doing the work. An unbalanced bid can be rejected if awarding the contract to that bidder will not result in the lowest ultimate cost to the City. OMG Midwest, Inc’s unit price bid for sod and topsoil borrow was $1.00 for each of those line items. The work required by those line items cannot realistically be performed at that unit price. The post bid analysis revealed that the estimated quantities for sod and topsoil listed on the bid form are higher than the total quantities that will be needed for the project. Because the contractor will be paid based on the actual quantities, not the estimated ones, accepting OMG Midwest, Inc’s unbalanced bid will result in a higher cost to construct the project than if the contract is awarded to the second low bidder, Miller Excavating, Inc. It is staff’s opinion that, after adjusting the sod and topsoil quantities to the quantities that will actually be used on the project, the bid submitted by Miller Excavating, Inc. will result in the lowest project cost to the city in the estimated amount of $1,470,000. The City Engineer and his consultant are therefore recommending that the Council award the contract to the next lowest responsible bidder, Miller Excavating, Inc., after discarding the bid from OMG Midwest, Inc. as an unbalanced bid. Contractor references for Miller Excavating, Inc. were reviewed by the City’s engineering consultant for the project and a letter recommending the award of the project is attached as part of this agenda item. As a part of this award staff is requesting Council to provide the City Administrator authorization to enter into a material testing contract with Braun Intertec, Inc. for the geotechnical construction phase services for the project in the not-to-exceed amount of $25,346. Staff received proposals from Braun Intertec and AET. FISCAL IMPACT: Approval of this resolution commits the council to enter into a construction contract for the project. The estimated total post-bid project cost is $1,907,000 with $806,900 paid through special assessments and the remaining $1,100,100 paid through the general tax levy. RECOMMENDATION: Staff is recommending that the City Council approve a resolution accepting bids and awarding a contract to Miller Excavating, Inc. in the bid amount of $1,581,401.00 for the 2022 Street and Utility Improvements. The recommended motion for this action is as follows: “Move to approve Resolution No. 2022–041, accepting bids and awarding to Miller Excavating, Inc in the amount of $1,581,401.00 for the 2022 Street and Utility Improvements.” Staff is also recommending that the City Council authorize the City Administrator to enter into a material testing contract with Braun Intertec, Inc. for geotechnical construction phase services for the project, in the not-to-exceed amount of $25,346. The recommended motion for this action is as follows: “Move to authorize the City Administrator to enter into a material testing contract with Braun Intertec, Inc. for geotechnical construction phase services in the not-to-exceed amount of $25,346 for the 2022 Street and Utility Improvements.” ATTACHMENTS: 1. Resolution Accepting Bids and Awarding a Contract for the 2022 Street and Utility Improvements. 2. Letter of Award Recommendation and Tabulation of Bids. 3. Braun Intertec Material Testing Proposal. 4. Project Schedule. CITY OF LAKE ELMO WASHINGTON COUNTY STATE OF MINNESOTA RESOLUTION NO. 2022-041 A RESOLUTION ACCEPTING BIDS AND AWARDING A CONTRACT FOR THE 2022 STREET AND UTILITY IMPROVEMENTS WHEREAS, pursuant to an advertisement for bids for the 2022 Street and Utility Improvements, bids were received, opened, and tabulated according to law, and bids were received complying with the advertisement; and WHEREAS, bids were tabulated, checked and summarized to verify that all requirements of the submittal were met; and WHEREAS, the project engineer and city engineer reviewed the bids and determined that the apparent low bid submitted by OMG Midwest is unbalanced as it relates to the unit prices for sod and topsoil borrow; and WHEREAS, acceptance of the apparent low bid would not result in the lowest contract price to the City and therefore it is not in the best interest of the City to award the contract to the apparent low bidder; and WHEREAS, the project engineer has provided a letter recommending the award of the contract to the lowest responsible bidder, Miller Excavating, Inc., for the bid amount of $1,581,401.00, after rejecting the bid submitted by OMG Midwest. NOW, THEREFORE, BE IT RESOLVED, 1. That the apparent low bid submitted by OMG Midwest is rejected for the reasons contained in the city’s engineer’s memorandum to the City Council. 2. That the Mayor and City Clerk are hereby authorized and directed to enter into a Contract with Miller Excavating, Inc., for the bid amount of $1,581,401.00, and according to the plans and specifications thereof approved by the City Council. 3. The City Clerk is hereby authorized and directed to return forthwith to all bidders the deposits made with their bids, except that the deposits of the successful bidder and the next two lowest bidders shall be retained until a contract has been signed. ADOPTED BY THE LAKE ELMO CITY COUNCIL ON THE NINETEENTH DAY OF APRIL, 2022. CITY OF LAKE ELMO By: __________________________ Charles Cadenhead (Seal) Mayor ATTEST: ________________________________ Julie Johnson City Clerk h:\lkelmn\0n1125962\6_plans-specs\b_bid documents\125962 award ltr.docx April 13, 2022 Jack Griffin, P.E. City Engineer City of Lake Elmo 3880 Laverne Avenue N Suite 100 Lake Elmo, Minnesota 55042 RE: 2022 Street and Utility Improvements City of Lake Elmo, MN City Project No. 2021.128 BMI Project No. 0N1.125962 Dear Mr. Griffin, Attached is the bid abstract for the project referenced above. Six (6) bids were received at 10:00 a.m. on Wednesday, March 30, 2022. The following is a summary of the bids received: Bidder Total Bid OMG Midwest, Inc. dba Minnesota Paving & Materials $1,504,851.47 Miller Excavating, Inc. $1,581,401.00 T.A. Schifsky & Sons, Inc. $1,590,424.80 Bituminous Roadways, Inc. $1,633,128.90 Northwest Asphalt, Inc. $1,720,198.85 Park Construction Company $1,760,315.80 We have reviewed the bids according to Section 0200 Article 18 of the Project Manual and recommend the bid from OMG Midwest, Inc. be discarded as it is unbalanced. Therefore, we recommend awarding this project to Miller Excavating, Inc. in the amount of $1,581,401.00. Sincerely, Bolton & Menk, Inc. Michael R. Warner, P.E. Principal Engineer Enclosure ABSTRACT OF BIDS 2022 STREET AND UTILITY IMPROVEMENTS CITY PROJECT NO. 2021.128 CITY OF LAKE ELMO, MN BID DATE: MARCH 30, 2022 AT 2:00 PM 1 2 3 NO. ITEM UNIT QTY UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE PART 1 - BEAUT CREST WATERMAIN 1 REMOVE AND REPLACE HYDRANT FLAG EA 4 $99.80 $399.20 $201.33 $805.32 $183.75 $735.00 2 REMOVE AND REPLACE HYDRANT NOZZLE WITH 4" STORZ NOZZLE EA 4 $2,005.50 $8,022.00 $1,902.26 $7,609.04 $1,837.50 $7,350.00 3 ADJUST VALVE BOX EA 1 $466.49 $466.49 $331.89 $331.89 $500.00 $500.00 4 SALVAGE AND REINSTALL CASTING W/ NEW RINGS EA 1 $1,056.09 $1,056.09 $1,017.59 $1,017.59 $1,100.00 $1,100.00 5 CONCRETE HYDRANT SPLASH PAD SF 40 $20.26 $810.40 $12.27 $490.80 $18.90 $756.00 6 OFFROAD STRUCTURE MARKER EA 1 $100.27 $100.27 $107.16 $107.16 $210.00 $210.00 TOTAL PART 1 - BEAUT CREST WATERMAIN $10,854.45 $10,361.80 $10,651.00 PART 2 - BEAUT CREST STORM SEWER 7 CLEARING EA 2 $1,504.12 $3,008.24 $803.74 $1,607.48 $735.00 $1,470.00 8 GRUBBING EA 2 $501.37 $1,002.74 $803.74 $1,607.48 $262.50 $525.00 9 CLEAR BRUSH AT STRUCTURE / END SECTION EA 2 $1,002.75 $2,005.50 $670.17 $1,340.34 $1,050.00 $2,100.00 10 REMOVE AND DISPOSE OF EXISTING STORM SEWER PIPE LF 22 $30.08 $661.76 $7.22 $158.84 $31.50 $693.00 11 REMOVE AND DISPOSE OF EXISTING STORM SEWER STRUCTURE EA 3 $877.41 $2,632.23 $331.88 $995.64 $918.75 $2,756.25 12 CONNECT TO EXISTING STORM SEWER PIPE EA 1 $1,178.23 $1,178.23 $805.76 $805.76 $1,233.75 $1,233.75 13 CONNECT EXISTING STORM SEWER PIPE TO NEW STRUCTURE EA 6 $1,278.51 $7,671.06 $1,754.07 $10,524.42 $1,365.00 $8,190.00 14 4' DIA CBMH WITH CASTING PER DETAIL 406 EA 2 $5,829.99 $11,659.98 $4,247.30 $8,494.60 $5,775.00 $11,550.00 15 5' DIA CBMH WITH CASTING PER DETAIL 407 EA 1 $8,284.72 $8,284.72 $6,619.19 $6,619.19 $8,400.00 $8,400.00 16 15" RCP STORM SEWER, CLASS 5 LF 22 $78.21 $1,720.62 $122.59 $2,696.98 $84.00 $1,848.00 17 REMOVE AND REPLACE RIPRAP (CL III WITH FABRIC) CY 17 $213.93 $3,636.81 $154.34 $2,623.78 $262.50 $4,462.50 OMG Midwest Inc. dba Minnesota Paving & Materials Miller Excavating, Inc.T. A. Schifsky & Sons, Inc ABSTRACT OF BIDS 2022 STREET AND UTILITY IMPROVEMENTS CITY PROJECT NO. 2021.128 CITY OF LAKE ELMO, MN BID DATE: MARCH 30, 2022 AT 2:00 PM 1 2 3 NO. ITEM UNIT QTY UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE OMG Midwest Inc. dba Minnesota Paving & Materials Miller Excavating, Inc.T. A. Schifsky & Sons, Inc 18 JET / CLEAN STORM PIPE LF 100 $17.20 $1,720.00 $16.50 $1,650.00 $16.80 $1,680.00 19 DITCH GRADING LF 25 $20.03 $500.75 $32.37 $809.25 $84.00 $2,100.00 20 REMOVE AND REPLACE CASTING AND RINGS (R-3067-VB) EA 1 $1,133.34 $1,133.34 $1,629.83 $1,629.83 $1,100.00 $1,100.00 21 REMOVE AND REPLACE CASTING AND RINGS (R-3067-V) EA 2 $1,133.34 $2,266.68 $1,629.16 $3,258.32 $1,100.00 $2,200.00 TOTAL PART 2 - BEAUT CREST STORM SEWER $49,082.66 $44,821.91 $50,308.50 PART 3 - BEAUT CREST STREETS 22 MOBILIZATION LS 1 $37,000.00 $37,000.00 $24,704.80 $24,704.80 $20,000.00 $20,000.00 23 TRAFFIC CONTROL LS 1 $2,371.48 $2,371.48 $803.74 $803.74 $8,000.00 $8,000.00 24 CATCH BASIN INLET PROTECTION EA 7 $115.32 $807.24 $115.16 $806.12 $125.00 $875.00 25 SILT FENCE, MACHINE SLICED LF 200 $4.10 $820.00 $7.77 $1,554.00 $3.00 $600.00 26 SEDIMENT CONTROL LOG, TYPE WOOD FIBER LF 200 $3.10 $620.00 $7.77 $1,554.00 $3.00 $600.00 27 SALVAGE & REINSTALL MAILBOX EA 13 $75.21 $977.73 $80.37 $1,044.81 $150.00 $1,950.00 28 TEMPORARY MAILBOX EA 15 $150.41 $2,256.15 $160.75 $2,411.25 $35.00 $525.00 29 SAWCUT BITUMINOUS PAVEMENT LF 210 $2.48 $520.80 $1.52 $319.20 $3.00 $630.00 30 SAWCUT CONCRETE PAVEMENT LF 100 $4.64 $464.00 $3.55 $355.00 $8.00 $800.00 31 REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT (DRIVEWAY) SY 140 $11.48 $1,607.20 $3.93 $550.20 $6.00 $840.00 32 REMOVE AND DISPOSE OF CONCRETE PAVEMENT (DRIVEWAY) SY 80 $16.45 $1,316.00 $4.16 $332.80 $10.00 $800.00 33 REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER LF 40 $13.57 $542.80 $3.75 $150.00 $10.00 $400.00 34 RECLAIM EXISTING BITUMINOUS AND BASE MATERIAL SY 7,400 $2.76 $20,424.00 $0.91 $6,734.00 $5.00 $37,000.00 35 SALVAGE AND REINSTALL RECLAIM MATERIAL (CV) CY 10 $51.67 $516.70 $34.47 $344.70 $10.00 $100.00 ABSTRACT OF BIDS 2022 STREET AND UTILITY IMPROVEMENTS CITY PROJECT NO. 2021.128 CITY OF LAKE ELMO, MN BID DATE: MARCH 30, 2022 AT 2:00 PM 1 2 3 NO. ITEM UNIT QTY UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE OMG Midwest Inc. dba Minnesota Paving & Materials Miller Excavating, Inc.T. A. Schifsky & Sons, Inc 36 HAUL EXCESS RECLAIMED MATERIAL TO PUBLIC WORKS FACILITY (LV) CY 410 $30.30 $12,423.00 $18.02 $7,388.20 $10.00 $4,100.00 37 CORE DRILL 4" DRAIN TILE CONNECTION INTO EXISTING CATCH BASIN EA 4 $601.65 $2,406.60 $1,280.17 $5,120.68 $630.00 $2,520.00 38 4" PERFORATED PVC EDGE DRAIN W/ BACKFILL & WRAP LF 400 $38.10 $15,240.00 $30.24 $12,096.00 $42.00 $16,800.00 39 DRAIN TILE CLEANOUT EA 8 $325.89 $2,607.12 $405.62 $3,244.96 $367.50 $2,940.00 40 SUBGRADE CORRECTION (EV)CY 250 $34.30 $8,575.00 $29.45 $7,362.50 $12.00 $3,000.00 41 SUBGRADE PREPARATION OF RECLAIMED SURFACE SY 7,790 $1.97 $15,346.30 $1.12 $8,724.80 $3.00 $23,370.00 42 SALVAGE, STOCKPILE, AND RESPREAD RECLAIMED MATERIAL (UTILITY TRENCHES)LS 1 $1.00 $1.00 $14,578.34 $14,578.34 $5,000.00 $5,000.00 43 TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEA230C] TN 640 $98.70 $63,168.00 $95.38 $61,043.20 $87.34 $55,897.60 44 TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) [SPNWB230C]TN 850 $93.30 $79,305.00 $85.73 $72,870.50 $79.87 $67,889.50 45 BITUMINOUS MATERIAL FOR TACK COAT GAL 470 $1.80 $846.00 $1.07 $502.90 $1.00 $470.00 46 PATCH BITUMINOUS DRIVEWAY SY 140 $43.94 $6,151.60 $32.15 $4,501.00 $30.00 $4,200.00 47 B418 CONCRETE CURB & GUTTER LF 3,950 $18.15 $71,692.50 $13.34 $52,693.00 $15.23 $60,158.50 48 CONCRETE MATURITY TESTING LS 1 $405.11 $405.11 $696.58 $696.58 $525.00 $525.00 49 6" CONCRETE DRIVEWAY PAVEMENT SY 80 $84.52 $6,761.60 $69.60 $5,568.00 $94.50 $7,560.00 50 REMOVE SIGN AND POST EA 3 $25.07 $75.21 $26.79 $80.37 $26.25 $78.75 51 SIGN PANELS TYPE C SF 40 $85.23 $3,409.20 $91.09 $3,643.60 $90.30 $3,612.00 52 STREET NAME BLADE EA 8 $100.27 $802.16 $107.17 $857.36 $105.00 $840.00 53 TOPSOIL BORROW (LV)CY 580 $1.00 $580.00 $51.97 $30,142.60 $12.00 $6,960.00 54 SEED MIXTURE 25-141 & EROSION CONTROL BLANKET SY 260 $3.32 $863.20 $3.48 $904.80 $4.00 $1,040.00 55 SOD SY 5,040 $1.00 $5,040.00 $7.72 $38,908.80 $5.00 $25,200.00 56 STREET SWEEPER WITH PICK UP BROOM HR 10 $120.00 $1,200.00 $140.22 $1,402.20 $165.00 $1,650.00 ABSTRACT OF BIDS 2022 STREET AND UTILITY IMPROVEMENTS CITY PROJECT NO. 2021.128 CITY OF LAKE ELMO, MN BID DATE: MARCH 30, 2022 AT 2:00 PM 1 2 3 NO. ITEM UNIT QTY UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE OMG Midwest Inc. dba Minnesota Paving & Materials Miller Excavating, Inc.T. A. Schifsky & Sons, Inc TOTAL PART 3 - BEAUT CREST STREETS $367,142.70 $373,995.01 $366,931.35 PART 4 - THE FIELDS OF ST CROIX STORM SEWER 57 CLEARING EA 4 $1,504.12 $6,016.48 $803.74 $3,214.96 $735.00 $2,940.00 58 GRUBBING EA 4 $501.37 $2,005.48 $803.74 $3,214.96 $262.50 $1,050.00 59 CLEAR BRUSH AT STRUCTURE / END SECTION EA 5 $1,002.75 $5,013.75 $669.85 $3,349.25 $1,050.00 $5,250.00 60 REMOVE AND DISPOSE OF EXISTING STORM SEWER STRUCTURE EA 1 $877.41 $877.41 $347.18 $347.18 $945.00 $945.00 61 CONNECT EXISTING STORM SEWER PIPE TO NEW STRUCTURE EA 2 $1,077.96 $2,155.92 $1,754.08 $3,508.16 $1,155.00 $2,310.00 62 4' DIA CBMH WITH CASTING PER DETAIL 406 EA 1 $5,773.46 $5,773.46 $4,362.70 $4,362.70 $5,775.00 $5,775.00 63 PATCH DOGHOUSE/INVERT EA 8 $233.25 $1,866.00 $265.48 $2,123.84 $420.00 $3,360.00 64 REMOVE AND REPLACE RIPRAP (CL III WITH FABRIC) CY 35 $211.18 $7,391.30 $194.90 $6,821.50 $262.50 $9,187.50 65 RIPRAP CL III WITH FABRIC CY 6 $211.18 $1,267.08 $154.78 $928.68 $262.50 $1,575.00 66 JET / CLEAN STORM PIPE LF 920 $8.49 $7,810.80 $8.14 $7,488.80 $8.40 $7,728.00 67 DITCH GRADING LF 60 $20.03 $1,201.80 $32.37 $1,942.20 $78.75 $4,725.00 68 SALVAGE AND REINSTALL CASTING W/ NEW RINGS EA 18 $540.46 $9,728.28 $1,162.22 $20,919.96 $1,025.00 $18,450.00 TOTAL PART 4 - THE FIELDS OF ST CROIX STORM SEWER $51,107.76 $58,222.19 $63,295.50 PART 5 - THE FIELDS OF ST CROIX STREETS 69 MOBILIZATION LS 1 $40,000.00 $40,000.00 $17,789.48 $17,789.48 $57,900.00 $57,900.00 70 TRAFFIC CONTROL LS 1 $8,332.75 $8,332.75 $1,982.56 $1,982.56 $30,000.00 $30,000.00 71 CATCH BASIN INLET PROTECTION EA 19 $115.32 $2,191.08 $115.11 $2,187.09 $125.00 $2,375.00 ABSTRACT OF BIDS 2022 STREET AND UTILITY IMPROVEMENTS CITY PROJECT NO. 2021.128 CITY OF LAKE ELMO, MN BID DATE: MARCH 30, 2022 AT 2:00 PM 1 2 3 NO. ITEM UNIT QTY UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE OMG Midwest Inc. dba Minnesota Paving & Materials Miller Excavating, Inc.T. A. Schifsky & Sons, Inc 72 SILT FENCE, MACHINE SLICED LF 600 $4.01 $2,406.00 $7.77 $4,662.00 $3.00 $1,800.00 73 SEDIMENT CONTROL LOG, TYPE WOOD FIBER LF 200 $3.01 $602.00 $7.77 $1,554.00 $3.00 $600.00 74 SALVAGE & REINSTALL MAILBOX EA 42 $75.21 $3,158.82 $80.37 $3,375.54 $150.00 $6,300.00 75 TEMPORARY MAILBOX EA 42 $150.41 $6,317.22 $160.75 $6,751.50 $75.00 $3,150.00 76 SAWCUT BITUMINOUS PAVEMENT LF 860 $2.48 $2,132.80 $1.53 $1,315.80 $3.00 $2,580.00 77 SAWCUT CONCRETE PAVEMENT LF 230 $4.64 $1,067.20 $3.56 $818.80 $8.00 $1,840.00 78 REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT (STREET) SY 20 $11.48 $229.60 $13.66 $273.20 $6.00 $120.00 79 REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT (DRIVEWAY) SY 220 $11.48 $2,525.60 $13.60 $2,992.00 $6.00 $1,320.00 80 REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT (TRAIL)SY 160 $11.48 $1,836.80 $13.60 $2,176.00 $6.00 $960.00 81 REMOVE AND DISPOSE OF CONCRETE PAVEMENT (SIDEWALK) SY 20 $19.74 $394.80 $13.67 $273.40 $10.00 $200.00 82 REMOVE AND DISPOSE OF CONCRETE PAVEMENT (DRIVEWAY) SY 150 $16.45 $2,467.50 $13.62 $2,043.00 $10.00 $1,500.00 83 REMOVE AND DISPOSE OF CONCRETE PAVEMENT (VALLEY GUTTER) SY 270 $12.34 $3,331.80 $13.62 $3,677.40 $10.00 $2,700.00 84 REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER LF 270 $13.57 $3,663.90 $14.96 $4,039.20 $8.00 $2,160.00 85 RECLAIM EXISTING BITUMINOUS AND BASE MATERIAL SY 18,950 $3.77 $71,441.50 $0.91 $17,244.50 $5.00 $94,750.00 86 SALVAGE AND REINSTALL RECLAIM MATERIAL (CV) CY 370 $9.92 $3,670.40 $34.47 $12,753.90 $8.00 $2,960.00 87 HAUL EXCESS RECLAIMED MATERIAL TO PUBLIC WORKS FACILITY (LV) CY 340 $20.88 $7,099.20 $18.02 $6,126.80 $10.00 $3,400.00 88 HAUL EXCESS RECLAIMED MATERIAL OFF SITE (LV) CY 1,540 $21.16 $32,586.40 $18.02 $27,750.80 $10.00 $15,400.00 89 CORE DRILL 4" DRAIN TILE CONNECTION INTO EXISTING CATCH BASIN EA 8 $601.65 $4,813.20 $1,280.16 $10,241.28 $630.00 $5,040.00 90 4" PERFORATED PVC EDGE DRAIN W/ BACKFILL & WRAP LF 400 $38.10 $15,240.00 $30.45 $12,180.00 $42.00 $16,800.00 91 DRAIN TILE CLEANOUT EA 8 $325.89 $2,607.12 $405.62 $3,244.96 $341.25 $2,730.00 92 COMMON EXCAVATION (EV) - PARKING BUMP OUTS CY 250 $68.60 $17,150.00 $21.41 $5,352.50 $8.00 $2,000.00 ABSTRACT OF BIDS 2022 STREET AND UTILITY IMPROVEMENTS CITY PROJECT NO. 2021.128 CITY OF LAKE ELMO, MN BID DATE: MARCH 30, 2022 AT 2:00 PM 1 2 3 NO. ITEM UNIT QTY UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE OMG Midwest Inc. dba Minnesota Paving & Materials Miller Excavating, Inc.T. A. Schifsky & Sons, Inc 93 SUBGRADE CORRECTION (EV)CY 810 $24.00 $19,440.00 $29.63 $24,000.30 $12.00 $9,720.00 94 SUBGRADE PREPARATION OF RECLAIMED SURFACE SY 20,950 $1.79 $37,500.50 $1.12 $23,464.00 $3.00 $62,850.00 95 SALVAGE, STOCKPILE, AND RESPREAD RECLAIMED MATERIAL (UTILITY TRENCHES)LS 1 $1.00 $1.00 $14,578.34 $14,578.34 $5,000.00 $5,000.00 96 TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEA230C] TN 1,560 $95.20 $148,512.00 $95.38 $148,792.80 $88.83 $138,574.80 97 TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) [SPNWB230C]TN 2,080 $90.30 $187,824.00 $85.73 $178,318.40 $79.80 $165,984.00 98 BITUMINOUS MATERIAL FOR TACK COAT GAL 1,160 $1.80 $2,088.00 $1.07 $1,241.20 $1.00 $1,160.00 99 PATCH BITUMINOUS DRIVEWAY / TRAIL / STREET SY 320 $36.81 $11,779.20 $32.15 $10,288.00 $30.00 $9,600.00 100 B418 CONCRETE CURB & GUTTER LF 12,850 $18.25 $234,512.50 $13.07 $167,949.50 $15.23 $195,705.50 101 RIBBON CONCRETE CURB LF 2,610 $16.85 $43,978.50 $13.29 $34,686.90 $14.18 $37,009.80 102 CONCRETE MATURITY TESTING LS 1 $607.67 $607.67 $1,714.65 $1,714.65 $1,050.00 $1,050.00 103 4" CONCRETE SIDEWALK SF 20 $10.13 $202.60 $8.20 $164.00 $8.93 $178.60 104 6" CONCRETE FLUME SF 140 $10.13 $1,418.20 $9.97 $1,395.80 $17.85 $2,499.00 105 6" CONCRETE DRIVEWAY PAVEMENT SY 150 $70.24 $10,536.00 $63.55 $9,532.50 $94.50 $14,175.00 106 7" CONCRETE VALLEY GUTTER SY 170 $83.60 $14,212.00 $109.47 $18,609.90 $110.25 $18,742.50 107 6" CONCRETE PEDESTRIAN RAMP SF 730 $11.85 $8,650.50 $14.20 $10,366.00 $17.85 $13,030.50 108 TRUNCATED DOME PANELS SF 120 $50.64 $6,076.80 $53.58 $6,429.60 $52.50 $6,300.00 109 SALVAGE AND REINSTALL CASTING W/ NEW RINGS EA 19 $1,053.38 $20,014.22 $904.79 $17,191.01 $950.00 $18,050.00 110 REMOVE SIGN AND POST EA 1 $25.07 $25.07 $26.79 $26.79 $26.25 $26.25 111 SALVAGE AND REINSTALL SIGN EA 1 $200.55 $200.55 $214.33 $214.33 $210.00 $210.00 112 SIGN PANELS TYPE C SF 130 $95.26 $12,383.80 $101.81 $13,235.30 $99.75 $12,967.50 113 STREET NAME BLADE EA 2 $200.55 $401.10 $214.33 $428.66 $210.00 $420.00 ABSTRACT OF BIDS 2022 STREET AND UTILITY IMPROVEMENTS CITY PROJECT NO. 2021.128 CITY OF LAKE ELMO, MN BID DATE: MARCH 30, 2022 AT 2:00 PM 1 2 3 NO. ITEM UNIT QTY UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE OMG Midwest Inc. dba Minnesota Paving & Materials Miller Excavating, Inc.T. A. Schifsky & Sons, Inc 114 TOPSOIL BORROW (LV)CY 2,140 $1.00 $2,140.00 $51.97 $111,215.80 $12.00 $25,680.00 115 SEED MIXTURE 25-131 & EROSION CONTROL BLANKET SY 1,980 $3.80 $7,524.00 $4.02 $7,959.60 $4.00 $7,920.00 116 SOD SY 17,770 $1.00 $17,770.00 $7.72 $137,184.40 $5.00 $88,850.00 117 STREET SWEEPER WITH PICK UP BROOM HR 30 $120.00 $3,600.00 $140.22 $4,206.60 $165.00 $4,950.00 TOTAL PART 5 - THE FIELDS OF ST CROIX STREETS $1,026,663.90 $1,094,000.09 $1,099,238.45 TOTAL PART 1 - BEAUT CREST WATERMAIN $10,854.45 $10,361.80 $10,651.00 TOTAL PART 2 - BEAUT CREST STORM SEWER $49,082.66 $44,821.91 $50,308.50 TOTAL PART 3 - BEAUT CREST STREETS $367,142.70 $373,995.01 $366,931.35 TOTAL PART 4 - THE FIELDS OF ST CROIX STORM SEWER $51,107.76 $58,222.19 $63,295.50 TOTAL PART 5 - THE FIELDS OF ST CROIX STREETS $1,026,663.90 $1,094,000.09 $1,099,238.45 TOTAL BASE BID $1,504,851.47 $1,581,401.00 $1,590,424.80 ABSTRACT OF BIDS 2022 STREET AND UTILITY IMPROVEMENTS CITY PROJECT NO. 2021.128 CITY OF LAKE ELMO, MN BID DATE: MARCH 30, 2022 AT 2:00 PM NO. ITEM UNIT QTY PART 1 - BEAUT CREST WATERMAIN 1 REMOVE AND REPLACE HYDRANT FLAG EA 4 2 REMOVE AND REPLACE HYDRANT NOZZLE WITH 4" STORZ NOZZLE EA 4 3 ADJUST VALVE BOX EA 1 4 SALVAGE AND REINSTALL CASTING W/ NEW RINGS EA 1 5 CONCRETE HYDRANT SPLASH PAD SF 40 6 OFFROAD STRUCTURE MARKER EA 1 TOTAL PART 1 - BEAUT CREST WATERMAIN PART 2 - BEAUT CREST STORM SEWER 7 CLEARING EA 2 8 GRUBBING EA 2 9 CLEAR BRUSH AT STRUCTURE / END SECTION EA 2 10 REMOVE AND DISPOSE OF EXISTING STORM SEWER PIPE LF 22 11 REMOVE AND DISPOSE OF EXISTING STORM SEWER STRUCTURE EA 3 12 CONNECT TO EXISTING STORM SEWER PIPE EA 1 13 CONNECT EXISTING STORM SEWER PIPE TO NEW STRUCTURE EA 6 14 4' DIA CBMH WITH CASTING PER DETAIL 406 EA 2 15 5' DIA CBMH WITH CASTING PER DETAIL 407 EA 1 16 15" RCP STORM SEWER, CLASS 5 LF 22 17 REMOVE AND REPLACE RIPRAP (CL III WITH FABRIC) CY 17 4 5 6 UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE $180.00 $720.00 $200.00 $800.00 $718.00 $2,872.00 $1,500.00 $6,000.00 $1,850.00 $7,400.00 $1,740.00 $6,960.00 $400.00 $400.00 $595.00 $595.00 $554.00 $554.00 $1,100.00 $1,100.00 $915.00 $915.00 $1,050.00 $1,050.00 $14.50 $580.00 $22.00 $880.00 $14.00 $560.00 $110.00 $110.00 $95.00 $95.00 $104.00 $104.00 $8,910.00 $10,685.00 $12,100.00 $1,600.00 $3,200.00 $2,000.00 $4,000.00 $1,560.00 $3,120.00 $530.00 $1,060.00 $850.00 $1,700.00 $520.00 $1,040.00 $1,100.00 $2,200.00 $1,100.00 $2,200.00 $1,040.00 $2,080.00 $15.00 $330.00 $28.00 $616.00 $31.50 $693.00 $790.00 $2,370.00 $950.00 $2,850.00 $919.00 $2,757.00 $910.00 $910.00 $1,000.00 $1,000.00 $1,230.00 $1,230.00 $1,200.00 $7,200.00 $1,000.00 $6,000.00 $1,340.00 $8,040.00 $4,700.00 $9,400.00 $4,285.50 $8,571.00 $5,250.00 $10,500.00 $6,700.00 $6,700.00 $6,195.65 $6,195.65 $7,820.00 $7,820.00 $66.60 $1,465.20 $78.20 $1,720.40 $82.90 $1,823.80 $120.00 $2,040.00 $210.00 $3,570.00 $263.00 $4,471.00 Bituminous Roadways Inc. Northwest Park Construction Company ABSTRACT OF BIDS 2022 STREET AND UTILITY IMPROVEMENTS CITY PROJECT NO. 2021.128 CITY OF LAKE ELMO, MN BID DATE: MARCH 30, 2022 AT 2:00 PM NO. ITEM UNIT QTY 18 JET / CLEAN STORM PIPE LF 100 19 DITCH GRADING LF 25 20 REMOVE AND REPLACE CASTING AND RINGS (R-3067-VB) EA 1 21 REMOVE AND REPLACE CASTING AND RINGS (R-3067-V) EA 2 TOTAL PART 2 - BEAUT CREST STORM SEWER PART 3 - BEAUT CREST STREETS 22 MOBILIZATION LS 1 23 TRAFFIC CONTROL LS 1 24 CATCH BASIN INLET PROTECTION EA 7 25 SILT FENCE, MACHINE SLICED LF 200 26 SEDIMENT CONTROL LOG, TYPE WOOD FIBER LF 200 27 SALVAGE & REINSTALL MAILBOX EA 13 28 TEMPORARY MAILBOX EA 15 29 SAWCUT BITUMINOUS PAVEMENT LF 210 30 SAWCUT CONCRETE PAVEMENT LF 100 31 REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT (DRIVEWAY) SY 140 32 REMOVE AND DISPOSE OF CONCRETE PAVEMENT (DRIVEWAY) SY 80 33 REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER LF 40 34 RECLAIM EXISTING BITUMINOUS AND BASE MATERIAL SY 7,400 35 SALVAGE AND REINSTALL RECLAIM MATERIAL (CV) CY 10 4 5 6 UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE Bituminous Roadways Inc. Northwest Park Construction Company $18.20 $1,820.00 $18.50 $1,850.00 $12.60 $1,260.00 $77.30 $1,932.50 $68.00 $1,700.00 $78.80 $1,970.00 $1,300.00 $1,300.00 $1,175.00 $1,175.00 $929.00 $929.00 $1,300.00 $2,600.00 $1,075.00 $2,150.00 $929.00 $1,858.00 $44,527.70 $45,298.05 $49,591.80 $20,000.00 $20,000.00 $42,628.00 $42,628.00 $49,600.00 $49,600.00 $790.00 $790.00 $3,500.00 $3,500.00 $780.00 $780.00 $190.00 $1,330.00 $210.00 $1,470.00 $196.00 $1,372.00 $4.30 $860.00 $2.50 $500.00 $4.20 $840.00 $3.70 $740.00 $6.00 $1,200.00 $3.70 $740.00 $78.90 $1,025.70 $80.00 $1,040.00 $78.00 $1,014.00 $160.00 $2,400.00 $160.00 $2,400.00 $156.00 $2,340.00 $2.00 $420.00 $5.00 $1,050.00 $3.10 $651.00 $4.50 $450.00 $6.00 $600.00 $5.20 $520.00 $9.80 $1,372.00 $8.00 $1,120.00 $14.90 $2,086.00 $18.10 $1,448.00 $12.00 $960.00 $16.80 $1,344.00 $13.90 $556.00 $40.00 $1,600.00 $27.40 $1,096.00 $1.40 $10,360.00 $0.65 $4,810.00 $1.05 $7,770.00 $24.30 $243.00 $48.00 $480.00 $42.40 $424.00 ABSTRACT OF BIDS 2022 STREET AND UTILITY IMPROVEMENTS CITY PROJECT NO. 2021.128 CITY OF LAKE ELMO, MN BID DATE: MARCH 30, 2022 AT 2:00 PM NO. ITEM UNIT QTY 36 HAUL EXCESS RECLAIMED MATERIAL TO PUBLIC WORKS FACILITY (LV) CY 410 37 CORE DRILL 4" DRAIN TILE CONNECTION INTO EXISTING CATCH BASIN EA 4 38 4" PERFORATED PVC EDGE DRAIN W/ BACKFILL & WRAP LF 400 39 DRAIN TILE CLEANOUT EA 8 40 SUBGRADE CORRECTION (EV)CY 250 41 SUBGRADE PREPARATION OF RECLAIMED SURFACE SY 7,790 42 SALVAGE, STOCKPILE, AND RESPREAD RECLAIMED MATERIAL (UTILITY TRENCHES)LS 1 43 TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEA230C] TN 640 44 TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) [SPNWB230C]TN 850 45 BITUMINOUS MATERIAL FOR TACK COAT GAL 470 46 PATCH BITUMINOUS DRIVEWAY SY 140 47 B418 CONCRETE CURB & GUTTER LF 3,950 48 CONCRETE MATURITY TESTING LS 1 49 6" CONCRETE DRIVEWAY PAVEMENT SY 80 50 REMOVE SIGN AND POST EA 3 51 SIGN PANELS TYPE C SF 40 52 STREET NAME BLADE EA 8 53 TOPSOIL BORROW (LV)CY 580 54 SEED MIXTURE 25-141 & EROSION CONTROL BLANKET SY 260 55 SOD SY 5,040 56 STREET SWEEPER WITH PICK UP BROOM HR 10 4 5 6 UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE Bituminous Roadways Inc. Northwest Park Construction Company $14.10 $5,781.00 $26.61 $10,910.10 $22.60 $9,266.00 $820.00 $3,280.00 $750.00 $3,000.00 $630.00 $2,520.00 $40.80 $16,320.00 $21.45 $8,580.00 $39.90 $15,960.00 $740.00 $5,920.00 $395.00 $3,160.00 $341.00 $2,728.00 $47.20 $11,800.00 $38.05 $9,512.50 $41.90 $10,475.00 $0.90 $7,011.00 $1.08 $8,413.20 $0.75 $5,842.50 $2,900.00 $2,900.00 $8,950.00 $8,950.00 $2,740.00 $2,740.00 $110.00 $70,400.00 $88.15 $56,416.00 $92.95 $59,488.00 $94.50 $80,325.00 $86.40 $73,440.00 $89.70 $76,245.00 $3.30 $1,551.00 $6.00 $2,820.00 $3.10 $1,457.00 $39.10 $5,474.00 $26.50 $3,710.00 $34.00 $4,760.00 $13.80 $54,510.00 $12.50 $49,375.00 $20.60 $81,370.00 $440.00 $440.00 $800.00 $800.00 $436.00 $436.00 $94.00 $7,520.00 $76.55 $6,124.00 $92.90 $7,432.00 $26.30 $78.90 $30.00 $90.00 $26.00 $78.00 $89.50 $3,580.00 $90.00 $3,600.00 $88.40 $3,536.00 $110.00 $880.00 $120.00 $960.00 $104.00 $832.00 $50.30 $29,174.00 $38.10 $22,098.00 $34.70 $20,126.00 $4.30 $1,118.00 $16.10 $4,186.00 $4.20 $1,092.00 $6.60 $33,264.00 $14.00 $70,560.00 $6.55 $33,012.00 $170.00 $1,700.00 $145.00 $1,450.00 $156.00 $1,560.00 ABSTRACT OF BIDS 2022 STREET AND UTILITY IMPROVEMENTS CITY PROJECT NO. 2021.128 CITY OF LAKE ELMO, MN BID DATE: MARCH 30, 2022 AT 2:00 PM NO. ITEM UNIT QTY TOTAL PART 3 - BEAUT CREST STREETS PART 4 - THE FIELDS OF ST CROIX STORM SEWER 57 CLEARING EA 4 58 GRUBBING EA 4 59 CLEAR BRUSH AT STRUCTURE / END SECTION EA 5 60 REMOVE AND DISPOSE OF EXISTING STORM SEWER STRUCTURE EA 1 61 CONNECT EXISTING STORM SEWER PIPE TO NEW STRUCTURE EA 2 62 4' DIA CBMH WITH CASTING PER DETAIL 406 EA 1 63 PATCH DOGHOUSE/INVERT EA 8 64 REMOVE AND REPLACE RIPRAP (CL III WITH FABRIC) CY 35 65 RIPRAP CL III WITH FABRIC CY 6 66 JET / CLEAN STORM PIPE LF 920 67 DITCH GRADING LF 60 68 SALVAGE AND REINSTALL CASTING W/ NEW RINGS EA 18 TOTAL PART 4 - THE FIELDS OF ST CROIX STORM SEWER PART 5 - THE FIELDS OF ST CROIX STREETS 69 MOBILIZATION LS 1 70 TRAFFIC CONTROL LS 1 71 CATCH BASIN INLET PROTECTION EA 19 4 5 6 UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE Bituminous Roadways Inc. Northwest Park Construction Company $385,021.60 $411,512.80 $411,532.50 $1,600.00 $6,400.00 $2,000.00 $8,000.00 $1,560.00 $6,240.00 $530.00 $2,120.00 $850.00 $3,400.00 $520.00 $2,080.00 $1,100.00 $5,500.00 $1,100.00 $5,500.00 $1,040.00 $5,200.00 $790.00 $790.00 $1,050.00 $1,050.00 $1,680.00 $1,680.00 $1,200.00 $2,400.00 $1,000.00 $2,000.00 $1,130.00 $2,260.00 $4,700.00 $4,700.00 $5,195.00 $5,195.00 $5,110.00 $5,110.00 $420.00 $3,360.00 $250.00 $2,000.00 $394.00 $3,152.00 $120.00 $4,200.00 $200.00 $7,000.00 $263.00 $9,205.00 $100.00 $600.00 $125.00 $750.00 $173.00 $1,038.00 $9.00 $8,280.00 $9.00 $8,280.00 $12.60 $11,592.00 $77.30 $4,638.00 $55.00 $3,300.00 $73.60 $4,416.00 $560.00 $10,080.00 $915.00 $16,470.00 $1,050.00 $18,900.00 $53,068.00 $62,945.00 $70,873.00 $33,000.00 $33,000.00 $108,628.00 $108,628.00 $109,100.00 $109,100.00 $1,900.00 $1,900.00 $4,850.00 $4,850.00 $1,920.00 $1,920.00 $190.00 $3,610.00 $210.00 $3,990.00 $196.00 $3,724.00 ABSTRACT OF BIDS 2022 STREET AND UTILITY IMPROVEMENTS CITY PROJECT NO. 2021.128 CITY OF LAKE ELMO, MN BID DATE: MARCH 30, 2022 AT 2:00 PM NO. ITEM UNIT QTY 72 SILT FENCE, MACHINE SLICED LF 600 73 SEDIMENT CONTROL LOG, TYPE WOOD FIBER LF 200 74 SALVAGE & REINSTALL MAILBOX EA 42 75 TEMPORARY MAILBOX EA 42 76 SAWCUT BITUMINOUS PAVEMENT LF 860 77 SAWCUT CONCRETE PAVEMENT LF 230 78 REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT (STREET) SY 20 79 REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT (DRIVEWAY) SY 220 80 REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT (TRAIL)SY 160 81 REMOVE AND DISPOSE OF CONCRETE PAVEMENT (SIDEWALK) SY 20 82 REMOVE AND DISPOSE OF CONCRETE PAVEMENT (DRIVEWAY) SY 150 83 REMOVE AND DISPOSE OF CONCRETE PAVEMENT (VALLEY GUTTER) SY 270 84 REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER LF 270 85 RECLAIM EXISTING BITUMINOUS AND BASE MATERIAL SY 18,950 86 SALVAGE AND REINSTALL RECLAIM MATERIAL (CV) CY 370 87 HAUL EXCESS RECLAIMED MATERIAL TO PUBLIC WORKS FACILITY (LV) CY 340 88 HAUL EXCESS RECLAIMED MATERIAL OFF SITE (LV) CY 1,540 89 CORE DRILL 4" DRAIN TILE CONNECTION INTO EXISTING CATCH BASIN EA 8 90 4" PERFORATED PVC EDGE DRAIN W/ BACKFILL & WRAP LF 400 91 DRAIN TILE CLEANOUT EA 8 92 COMMON EXCAVATION (EV) - PARKING BUMP OUTS CY 250 4 5 6 UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE Bituminous Roadways Inc. Northwest Park Construction Company $3.70 $2,220.00 $2.50 $1,500.00 $3.70 $2,220.00 $3.70 $740.00 $6.00 $1,200.00 $3.70 $740.00 $78.90 $3,313.80 $80.00 $3,360.00 $78.00 $3,276.00 $160.00 $6,720.00 $160.00 $6,720.00 $156.00 $6,552.00 $2.00 $1,720.00 $5.00 $4,300.00 $3.10 $2,666.00 $4.50 $1,035.00 $8.00 $1,840.00 $5.20 $1,196.00 $18.30 $366.00 $14.00 $280.00 $26.90 $538.00 $10.00 $2,200.00 $10.00 $2,200.00 $17.30 $3,806.00 $10.00 $1,600.00 $12.00 $1,920.00 $17.10 $2,736.00 $18.30 $366.00 $24.00 $480.00 $26.90 $538.00 $18.30 $2,745.00 $20.00 $3,000.00 $21.90 $3,285.00 $20.70 $5,589.00 $19.00 $5,130.00 $15.60 $4,212.00 $13.60 $3,672.00 $24.00 $6,480.00 $18.40 $4,968.00 $1.30 $24,635.00 $0.60 $11,370.00 $1.00 $18,950.00 $24.30 $8,991.00 $8.55 $3,163.50 $34.70 $12,839.00 $14.90 $5,066.00 $28.70 $9,758.00 $18.30 $6,222.00 $21.90 $33,726.00 $24.92 $38,376.80 $23.10 $35,574.00 $820.00 $6,560.00 $750.00 $6,000.00 $630.00 $5,040.00 $40.80 $16,320.00 $21.45 $8,580.00 $39.90 $15,960.00 $740.00 $5,920.00 $395.00 $3,160.00 $341.00 $2,728.00 $39.90 $9,975.00 $38.05 $9,512.50 $31.50 $7,875.00 ABSTRACT OF BIDS 2022 STREET AND UTILITY IMPROVEMENTS CITY PROJECT NO. 2021.128 CITY OF LAKE ELMO, MN BID DATE: MARCH 30, 2022 AT 2:00 PM NO. ITEM UNIT QTY 93 SUBGRADE CORRECTION (EV)CY 810 94 SUBGRADE PREPARATION OF RECLAIMED SURFACE SY 20,950 95 SALVAGE, STOCKPILE, AND RESPREAD RECLAIMED MATERIAL (UTILITY TRENCHES)LS 1 96 TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEA230C] TN 1,560 97 TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) [SPNWB230C]TN 2,080 98 BITUMINOUS MATERIAL FOR TACK COAT GAL 1,160 99 PATCH BITUMINOUS DRIVEWAY / TRAIL / STREET SY 320 100 B418 CONCRETE CURB & GUTTER LF 12,850 101 RIBBON CONCRETE CURB LF 2,610 102 CONCRETE MATURITY TESTING LS 1 103 4" CONCRETE SIDEWALK SF 20 104 6" CONCRETE FLUME SF 140 105 6" CONCRETE DRIVEWAY PAVEMENT SY 150 106 7" CONCRETE VALLEY GUTTER SY 170 107 6" CONCRETE PEDESTRIAN RAMP SF 730 108 TRUNCATED DOME PANELS SF 120 109 SALVAGE AND REINSTALL CASTING W/ NEW RINGS EA 19 110 REMOVE SIGN AND POST EA 1 111 SALVAGE AND REINSTALL SIGN EA 1 112 SIGN PANELS TYPE C SF 130 113 STREET NAME BLADE EA 2 4 5 6 UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE Bituminous Roadways Inc. Northwest Park Construction Company $49.80 $40,338.00 $35.10 $28,431.00 $38.60 $31,266.00 $0.85 $17,807.50 $0.96 $20,112.00 $0.88 $18,436.00 $3,400.00 $3,400.00 $12,850.00 $12,850.00 $2,740.00 $2,740.00 $100.00 $156,000.00 $84.85 $132,366.00 $92.95 $145,002.00 $93.30 $194,064.00 $81.40 $169,312.00 $89.70 $186,576.00 $3.30 $3,828.00 $6.00 $6,960.00 $3.10 $3,596.00 $34.80 $11,136.00 $24.05 $7,696.00 $32.30 $10,336.00 $13.80 $177,330.00 $12.52 $160,882.00 $19.30 $248,005.00 $11.70 $30,537.00 $13.00 $33,930.00 $16.30 $42,543.00 $1,000.00 $1,000.00 $1,700.00 $1,700.00 $1,010.00 $1,010.00 $7.90 $158.00 $18.65 $373.00 $7.35 $147.00 $16.00 $2,240.00 $18.50 $2,590.00 $15.40 $2,156.00 $94.00 $14,100.00 $69.46 $10,419.00 $97.00 $14,550.00 $100.00 $17,000.00 $120.16 $20,427.20 $106.00 $18,020.00 $17.10 $12,483.00 $17.10 $12,483.00 $17.00 $12,410.00 $50.80 $6,096.00 $62.25 $7,470.00 $16.60 $1,992.00 $1,200.00 $22,800.00 $915.00 $17,385.00 $243.00 $4,617.00 $26.30 $26.30 $30.00 $30.00 $26.00 $26.00 $210.00 $210.00 $250.00 $250.00 $208.00 $208.00 $100.00 $13,000.00 $100.00 $13,000.00 $98.80 $12,844.00 $210.00 $420.00 $200.00 $400.00 $208.00 $416.00 ABSTRACT OF BIDS 2022 STREET AND UTILITY IMPROVEMENTS CITY PROJECT NO. 2021.128 CITY OF LAKE ELMO, MN BID DATE: MARCH 30, 2022 AT 2:00 PM NO. ITEM UNIT QTY 114 TOPSOIL BORROW (LV)CY 2,140 115 SEED MIXTURE 25-131 & EROSION CONTROL BLANKET SY 1,980 116 SOD SY 17,770 117 STREET SWEEPER WITH PICK UP BROOM HR 30 TOTAL PART 5 - THE FIELDS OF ST CROIX STREETS TOTAL PART 1 - BEAUT CREST WATERMAIN TOTAL PART 2 - BEAUT CREST STORM SEWER TOTAL PART 3 - BEAUT CREST STREETS TOTAL PART 4 - THE FIELDS OF ST CROIX STORM SEWER TOTAL PART 5 - THE FIELDS OF ST CROIX STREETS TOTAL BASE BID 4 5 6 UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE UNIT PRICE TOTAL PRICE Bituminous Roadways Inc. Northwest Park Construction Company $49.50 $105,930.00 $28.20 $60,348.00 $34.70 $74,258.00 $3.70 $7,326.00 $8.00 $15,840.00 $3.70 $7,326.00 $6.60 $117,282.00 $11.50 $204,355.00 $6.55 $116,393.50 $170.00 $5,100.00 $145.00 $4,350.00 $156.00 $4,680.00 $1,141,601.60 $1,189,758.00 $1,216,218.50 $8,910.00 $10,685.00 $12,100.00 $44,527.70 $45,298.05 $49,591.80 $385,021.60 $411,512.80 $411,532.50 $53,068.00 $62,945.00 $70,873.00 $1,141,601.60 $1,189,758.00 $1,216,218.50 $1,633,128.90 $1,720,198.85 $1,760,315.80 AA/EOE Braun Intertec Corporation 11001 Hampshire Avenue S Minneapolis, MN 55438 Phone: 952.995.2000 Fax: 952.995.2020 Web: braunintertec.com March 25, 2022 Proposal QTB155873 Mike Rusenovich, PE Focus Engineering, Inc. 3800 Laverne Avenue Lake Elmo, MN 55042 Re: Proposal for Construction Materials Testing Services 2022 Street and Utility Improvements Project City Project No. 2021.128 Lake Elmo, Minnesota Dear Mr. Rusenovich: Braun Intertec Corporation is pleased to submit this proposal to provide construction materials testing services for the 2022 Street and Utility Improvements Project in Lake Elmo, Minnesota. Since our inception in 1957, we have grown into one of the largest employee owned engineering firms in the nation. With more than 1,000 employee owners, retaining our firm gives you access to a diverse range of services and professionals you can consult with if the unforeseen occurs. The size of our company also allows us to respond quickly when schedule constraints occur. Our White Bear Lake office is located within ten miles of the site, minimizing travel times and trip expenses. This proximity also provides the opportunity to quickly mobilize to the site when unforeseen needs arise. We have a history of completing projects with your firm including working with you on projects such as the I-94 Lift Station and Sanitary Sewer Improvements Project, 38th and 39th Street Improvements Project, and the Tamarack Farm Estates Street and Utility Improvements Project. We believe that our past reputation and record of performance should be considered when evaluating this proposal. Our Understanding of Project This project will include pavement subgrade preparation, full depth reclamation, new concrete curb and gutter, sidewalk, and driveways along with a new bituminous pavement. Improvements to the storm sewer will also be part of this project. We understand this project will be taking place at the following locations: ▪ Lilac Lane North from Linden Trail North to the end of loop ▪ Linden Trail North from Stillwater Boulevard North to 50th Street North ▪ Larkspur Lane North loop ▪ Lilac Place North Loop ▪ Linden Trail North loop ▪ Lilac Way North loop City of Lake Elmo Proposal QTB155873 March 25, 2022 Page 2 ▪ 35th Street North from Jamaca Avenue North to Cul-de-sac ▪ Isle Court North from 35th Street North to Cul-de-sac Available Project Information This proposal was prepared using the following documents and information. ▪ Project plans and specifications prepared by Bolton & Menk, Inc., dated March 10, 2022 and March 1, 2022 respectively. ▪ Request for Proposal prepared by the City of Lake Elmo, dated March 18, 2022. Scope of Services Services are performed under the direction of a licensed professional engineer. Testing services will be performed on an on-call, as-needed basis as requested and scheduled by you or your on-site project representative. After reviewing available information to determine compliance with project plans and/or specifications and other design or construction documents, our scope of services for the project will be limited to the tasks defined below. Soil Related Services ▪ Measure the in-place dry density, moisture content and relative compaction of fill placed for pavement and utility support, and of utility backfill for compliance with the project documents. This task includes performing laboratory Proctor tests to provide maximum dry densities from which the relative compaction of fill can be determined, as well as the use of a nuclear density gauge to measure in-place dry densities and moisture contents. ▪ Sample and test full depth reclamation material for compliance with the project documents. This task includes laboratory gradation testing of full depth reclamation material. ▪ Perform MnDOT dynamic cone penetrometer (DCP) tests on full depth reclamation material. Concrete Related Services ▪ Sample and test fresh concrete associated with general concrete placement for compliance with the project documents and cast test cylinders for laboratory compressive strength testing. We assume that we will be able to appropriately dispose of excess concrete (and associated wash water) on site at no additional cost to us. ▪ Measure and report the compressive strength of the concrete test cylinders for compliance with the project documents. A set of three cylinders will be tested at 28 days for each set cast. If field cure cylinders are requested, each additional cylinder will be charged at the unit price listed in our cost estimate. Bituminous Related Services ▪ Sample and test bituminous pavement materials for compliance with the project documents. This task includes asphalt content, extracted aggregate gradation, and Rice Specific Gravity tests of the bituminous. ▪ Measure the in-place density of the fresh bituminous with a nuclear density gauge to observe and document the contractor’s roll pattern on wear course pavement. City of Lake Elmo Proposal QTB155873 March 25, 2022 Page 3 ▪ Obtain cores and measure the thickness and density of the compacted bituminous pavement by the core method for compliance with the project documents. We assume Focus Engineering will be marking the core locations and the bituminous contractor will cut the cores. Consulting, Project Communication and Reporting Services ▪ Project management, including scheduling of our field personnel. ▪ Review test reports and communicating with you and the parties you may designate such as the project contractor(s), and other project team members, as needed. ▪ Transmit test results to the project team on a weekly basis. Basis of Scope of Work The costs associated with the proposed scope of services were estimated using the following assumptions. If the construction schedule is modified or the contractor completes the various phases of the project at different frequencies or durations than shown in this proposal, we may need to adjust the overall cost accordingly. The scope of work and number of trips required to perform these services are as shown in the attached table. Notable assumptions in developing our estimate include: ▪ We assume it will take twelve trips to complete the nuclear density gauge density testing on this project. ▪ We understand compaction testing on full depth reclamation material will be performed using the Dynamic Cone Penetration (DCP) method; a minimum of three tests will be conducted each trip with six trips assumed. ▪ We assume twenty-two sets of concrete tests will be required to complete the project. ▪ We assume the rebar observations before concrete placements will be completed by the project representative’s construction oversight manager. ▪ We assume your full time on-site construction observer will observe the test rolling for this project. ▪ We assume bituminous paving will be completed in eight days for this project. ▪ We assume the project engineer of record will review and approve contractor’s quality control submittals and test results. ▪ You, or others you may designate, will provide us with current and approved plans and specifications for the project. Modification to these plans must also be sent to us so we can review their incorporation into the work. ▪ We will require a minimum of 24 hours’ notice for scheduling inspections for a specific time. Shorter than 24 hours’ notice may impact our ability to perform the requested services, and the associated impacts will be the responsibility of others. If the work is completed at different rates than described above, this proposal should be revised. If the pace of construction is different than described above, this proposal should be revised. City of Lake Elmo Proposal QTB155873 March 25, 2022 Page 4 Cost and Invoicing We will furnish the services described herein for an estimated fee of $25,346. Our estimated costs are based on industry averages for construction production. Depending on the contractor’s performance, our costs may be reduced or slightly higher than estimated. A tabulation showing our estimated hourly and/or unit rates associated with our proposed scope of services is also attached. The actual cost of our services will be based on the actual units or hours expended to meet the requirements of the project documents. This cost estimate was developed with the understanding that the scope of services defined herein will be required and requested during our normal work hours of 6:00 a.m. to 4:00 p.m., Monday through Friday. Services that we are asked to provide to meet the project requirements or the contractor’s construction schedule outside our normal business hours will be invoiced using an overtime rate factor. The factor for services provided outside our normal work hours or on Saturday will be 1.25 times the listed hourly rate for the service provided. The factor for services provided on Sunday or legal holidays will be 1.5 times the listed hourly rate for the service provided. We have not included premiums for overtime in our cost estimate; however, we recommend that allowances and contingencies be made for overtime. You will be billed only for services provided on a time and materials basis. Because our services are directly controlled by the schedule and performance of others, the actual cost may vary from our estimate. It is difficult to project all of the services and the quantity of services that may be required for any project. If services are required that are not discussed above, we will provide them at the rates shown in the attached table or, if not shown, at our current Schedule of Charges. We will invoice you on a monthly basis. General Remarks We will be happy to meet with you to discuss our proposed scope of services further and clarify the various scope components. We appreciate the opportunity to present this proposal to you. After reviewing this proposal, please sign and return one copy to our office as notification of acceptance and authorization to proceed. If anything in this proposal is not consistent with your requirements, please let us know immediately. Braun Intertec will not release any written reports until we have received a signed agreement. Also, ordering services from Braun Intertec constitutes acceptance of the terms of this proposal including the attached General Conditions. The proposed fee is based on the scope of services described and the assumption that our services will be authorized within 30 days and that others will not delay us beyond our proposed schedule. City of Lake Elmo Proposal QTB155873 March 25, 2022 Page 5 We include the Braun Intertec General Conditions, which provide additional terms and are a part of our agreement. To have questions answered or schedule a time to meet and discuss our approach to this project further, please contact John Rutherford at 612.718.8461 (jrutherford@braunintertec.com). Sincerely, BRAUN INTERTEC CORPORATION John P. Rutherford Project Manager Jeffrey A. Gebhard, PE Vice President, Principal Engineer Attachments: Cost Estimate Table General Conditions – CMT (1/1/18) The proposal is accepted. We will reimburse you in accordance with this agreement, and you are authorized to proceed: Authorizer’s Firm Authorizer’s Signature Authorizer’s Name (please print or type) Authorizer’s Title Date Client:Service Description:Work Site Address: Various Streets Lake Elmo, MN 55042 Focus Engineering Mike Rusenovich 3800 Laverne Avenue Lake Elmo, MN 55042 (651) 300-4261 Construction Materials Testing City Project No. 2021-128 Description Quantity Units Unit Price Extension Phase 1 Materials Testing Activity 1.1 Soil Testing $7,372.00 207 Compaction Testing - Nuclear 30.00 Hour 84.00 $2,520.00 Work Activity Detail Qty Units Hrs/Unit Extension Utilities 2.00 Trips 2.50 5.00 Subgrade Preparation 10.00 Trips 2.50 25.00 1308 Nuclear moisture-density meter charge, per hour 30.00 Each 24.00 $720.00 1318 Moisture Density Relationship (Standard), per sample 4.00 Each 185.00 $740.00 217 Compaction Testing - DCP's 18.00 Hour 84.00 $1,512.00 Work Activity Detail Qty Units Hrs/Unit Extension Aggregate Base 6.00 Trips 3.00 18.00 1162 Sieve Analysis with 200 wash, per sample 5.00 Each 136.00 $680.00 209 Sample pick-up 5.00 Hour 84.00 $420.00 1530AG Asphalt Content of Aggregate Base, per sample 1.00 Each 150.00 $150.00 1861 CMT Trip Charge 18.00 Each 35.00 $630.00 Activity 1.2 Concrete Testing $8,692.00 261 Concrete Testing 55.00 Hour 84.00 $4,620.00 Work Activity Detail Qty Units Hrs/Unit Extension Flatwork 4.00 Trips 2.50 10.00 Curb & Gutter 18.00 Trips 2.50 45.00 1364 Compressive strength of concrete cylinders (ASTM C 39),per specimen 66.00 Each 32.00 $2,112.00 Work Activity Detail Qty Units Hrs/Unit Extension Flatwork 4.00 Sets 3.00 12.00 Curb & Gutter 18.00 Sets 3.00 54.00 278 Concrete Cylinder Pick up 10.00 Hour 84.00 $840.00 Work Activity Detail Qty Units Hrs/Unit Extension Cylinder Pickup 10.00 Trips 1.00 10.00 1861 CMT Trip Charge 32.00 Each 35.00 $1,120.00 Activity 1.3 Pavement Testing $5,796.00 207 Compaction Testing - Nuclear 12.00 Hour 84.00 $1,008.00 Work Activity Detail Qty Units Hrs/Unit Extension Roll Pattern Density Testing 4.00 Trips 3.00 12.00 1308 Nuclear moisture-density meter charge, per hour 12.00 Each 24.00 $288.00 209 Sample pick-up 8.00 Hour 84.00 $672.00 Work Activity Detail Qty Units Hrs/Unit Extension HMA and Core Sample Pick-up 4.00 Trips 2.00 8.00 1530 Asphalt Content, per sample 11.00 Each 150.00 $1,650.00 1532 Extracted Aggregate Gradation, per sample 11.00 Each 104.00 $1,144.00 1528 Rice Specific Gravity, per sample 2.00 Each 80.00 $160.00 Page 1 of 203/24/2022 03:41 PM Project Proposal QTB155873 City of Lake Elmo 2022 Street and Utility Improvements Proposal Total:$25,346.00 1542 Thickness and Density of Bituminous Core 11.00 Each 54.00 $594.00 1861 CMT Trip Charge 8.00 Each 35.00 $280.00 Activity 1.4 Project Management $3,486.00 226 Project Manager 16.00 Hour 164.00 $2,624.00 228 Senior Project Manager 1.00 Hour 190.00 $190.00 238 Project Assistant 8.00 Hour 84.00 $672.00 Phase 1 Total:$25,346.00 Page 2 of 203/24/2022 03:41 PM Project Proposal QTB155873 City of Lake Elmo 2022 Street and Utility Improvements General Conditions Construction Material Testing and Special Inspections GC-CMT Page 1 of 2 Section 1: Agreement 1.1 Our agreement with you consists of these General Conditions and the accompanying written proposal or authorization (“Agreement”). This Agreement is the entire agreement between you and us. It supersedes prior agreements. It may be modified only in a writing signed by us, making specific reference to the provision modified. 1.2 The words “you,” “we,” “us,” and “our” include officers, employees, and subcontractors. 1.3 In the event you use a purchase order or other documentation to authorize our scope of work (“Services”), any conflicting or additional terms are not part of this Agreement. Directing us to start work prior to execution of this Agreement constitutes your acceptance. If, however, mutually acceptable terms cannot be established, we have the right to terminate this Agreement without liability to you or others, and you will compensate us for fees earned and expenses incurred up to the time of termination. Section 2: Our Responsibilities 2.1 We will provide Services specifically described in this Agreement. You agree that we are not responsible for services that are not expressly included in this Agreement. Unless otherwise agreed in writing, our findings, opinions, and recommendations will be provided to you in writing. You agree not to rely on oral findings, opinions, or recommendations without our written approval. 2.2 In performing our professional services, we will use that degree of care and skill ordinarily exercised under similar circumstances by reputable members of our profession practicing in the same locality. If you direct us to deviate from our recommended procedures, you agree to hold us harmless from claims, damages, and expenses arising out of your direction. If during the one year period following completion of Services it is determined that the above standards have not been met and you have promptly notified us in writing of such failure, we will perform, at our cost, such corrective services as may be necessary, within the original scope in this Agreement, to remedy such deficiency. Remedies set forth in this section constitute your sole and exclusive recourse with respect to the performance or quality of Services. 2.3 We will reference our field observations and sampling to available reference points, but we will not survey, set, or check the accuracy of those points unless we accept that duty in writing. Locations of field observations or sampling described in our report or shown on our sketches are based on information provided by others or estimates made by our personnel. You agree that such dimensions, depths, or elevations are approximations unless specifically stated otherwise in the report. You accept the inherent risk that samples or observations may not be representative of things not sampled or seen and further that site conditions may vary over distance or change over time. 2.4 Our duties do not include supervising or directing your representatives or contractors or commenting on, overseeing, or providing the means and methods of their services unless expressly set forth in this Agreement. We will not be responsible for the failure of your contractors, and the providing of Services will not relieve others of their responsibilities to you or to others. 2.5 We will provide a health and safety program for our employees, but we will not be responsible for contractor, owner, project, or site health or safety. 2.6 You will provide, at no cost to us, appropriate site safety measures as to work areas to be observed or inspected by us. Our employees are authorized by you to refuse to work under conditions that may be unsafe. 2.7 Unless a fixed fee is indicated, our price is an estimate of our project costs and expenses based on information available to us and our experience and knowledge. Such estimates are an exercise of our professional judgment and are not guaranteed or warranted. Actual costs may vary. You should allow a contingency in addition to estimated costs. Section 3: Your Responsibilities 3.1 You will provide us with prior environmental, geotechnical and other reports, specifications, plans, and information to which you have access about the site. You agree to provide us with all plans, changes in plans, and new information as to site conditions until we have completed Services. 3.2 You will provide access to the site. In the performance of Services some site damage is normal even when due care is exercised. We will use reasonable care to minimize damage to the site. We have not included the cost of restoration of damage in the estimated charges. 3.3 If we notify you that radiographic or gamma ray equipment or other nuclear testing or measuring device will be used, you will be responsible for the cooperation of your employees and your contractors in observing all radiation safety standards. 3.4 You will notify us of any knowledge or suspicion of the presence of hazardous or dangerous materials present on any work site. If we observe or suspect the presence of contaminants not anticipated in this Agreement, we may terminate Services without liability to you or to others, and you will compensate us for fees earned and expenses incurred up to the time of termination. 3.5 The time our field personnel spend on the job site depends upon the scheduling of the work we are observing or testing. You agree that any changes in scheduling may result in additional costs and agree to pay for those services at the rates listed in our cost estimate. 3.6 You agree to include us as an indemnified party in your contracts, if any, for work by others on the project, protecting us to the same degree as you are protected. You agree to list us as an Additional Insured under your liability insurance policies and to require subrogation be waived against us and that we will be added as an Additional Insured on all policies of insurance, including any policies required of your contractors or subcontractors, covering any construction or development activities to be performed on the project site. Section 4: Reports and Records 4.1 Unless you request otherwise, we will provide our report(s) in an electronic format. 4.2 Our reports, notes, calculations, and other documents and our computer software and data are instruments of our service to you, and they remain our property. We hereby grant you a license to use the reports and related information we provide only for the related project and for the purposes disclosed to us. You may not transfer our reports to others or use them for a purpose for which they were not prepared without our written approval. You agree to indemnify, defend, and hold us harmless from claims, damages, losses, and expenses, including attorney fees, arising out of such a transfer or use. 4.3 If you do not pay for Services in full as agreed, we may retain work not yet delivered to you and you agree to return to us all of our work that is in your possession or under your control. 4.4 Electronic data, reports, photographs, samples, and other materials provided by you or others may be discarded or returned to you, at our discretion, unless within 15 days of the report date you give us written direction to store or transfer the materials at your expense. Section 5: Compensation 5.1 You will pay for Services as stated in this Agreement. If such payment references our Schedule of Charges, the invoicing will be based upon the most current schedule. An estimated amount is not a firm figure. You agree to pay all sales taxes and other taxes based on your payment of our compensation. Our performance is subject to credit approval and payment of any specified retainer. 5.2 You will notify us of billing disputes within 15 days. You will pay undisputed portions of invoices upon receipt. You agree to pay interest on unpaid balances beginning 30 days after invoice dates at the rate of 1.5% per month, or at the maximum rate allowed by law. 5.3 If you direct us to invoice a third party, we may do so, but you agree to be responsible for our compensation unless the third party is GC-CMT Revised 1/1/2018 Page 2 of 2 creditworthy (in our sole opinion) and provides written acceptance of all terms of this Agreement. 5.4 Your obligation to pay for Services under this Agreement is not contingent on your ability to obtain financing, governmental or regulatory agency approval, permits, final adjudication of any lawsuit, your successful completion of any project, receipt of payment from a third party, or any other event. No retainage will be withheld. 5.5 If you do not pay us in accordance with this Agreement, you agree to reimburse all costs and expenses for collection of the moneys invoiced, including but not limited to attorney fees and staff time. 5.6 You agree to compensate us in accordance with our Schedule of Charges if we are asked or required to respond to legal process arising out of a proceeding related to the project and as to which we are not a party. 5.7 If we are delayed by factors beyond our control, or if project conditions or the scope or amount of work changes, or if changed labor conditions result in increased costs, decreased efficiency, or delays, or if the standards or methods change, we will give you timely notice, the schedule will be extended for each day of delay, and we will be compensated for costs and expenses incurred in accordance with our Schedule of Charges. 5.8 If you fail to pay us in accordance with this Agreement, we may consider the default a total breach of this Agreement and, at our option, terminate our duties without liability to you or to others, and you will compensate us for fees earned and expenses incurred up to the time of termination. 5.9 In consideration of our providing insurance to cover claims made by you, you hereby waive any right to offset fees otherwise due us. Section 6: Disputes, Damage, and Risk Allocation 6.1 Each of us will exercise good faith efforts to resolve disputes without litigation. Such efforts will include, but not be limited to, a meeting(s) attended by each party’s representative(s) empowered to resolve the dispute. Before either of us commences an action against the other, disputes (except collections) will be submitted to mediation. 6.2 Notwithstanding anything to the contrary in this Agreement, neither party hereto shall be responsible or held liable to the other for punitive, indirect, incidental, or consequential damages, or liability for loss of use, loss of business opportunity, loss of profit or revenue, loss of product or output, or business interruption. 6.3 You and we agree that any action in relation to an alleged breach of our standard of care or this Agreement shall be commenced within one year of the date of the breach or of the date of substantial completion of Services, whichever is earlier, without regard to the date the breach is discovered. Any action not brought within that one year time period shall be barred, without regard to any other limitations period set forth by law or statute. We will not be liable unless you have notified us within 30 days of the date of such breach and unless you have given us an opportunity to investigate and to recommend ways of mitigating damages. You agree not to make a claim against us unless you have provided us at least 30 days prior to the institution of any legal proceeding against us with a written certificate executed by an appropriately licensed professional specifying and certifying each and every act or omission that you contend constitutes a violation of the standard of care governing our professional services. Should you fail to meet the conditions above, you agree to fully release us from any liability for such allegation. 6.4 For you to obtain the benefit of a fee which includes a reasonable allowance for risks, you agree that our aggregate liability for all claims will not exceed the fee paid for Services or $50,000, whichever is greater. If you are unwilling to accept this allocation of risk, we will increase our aggregate liability to $100,000 provided that, within 10 days of the date of this Agreement, you provide payment in an amount that will increase our fees by 10%, but not less than $500, to compensate us for the greater risk undertaken. This increased fee is not the purchase of insurance. 6.5 You agree to indemnify us from all liability to others in excess of the risk allocation stated herein and to insure this obligation. In addition, all indemnities and limitations of liability set forth in this Agreement apply however the same may arise, whether in contract, tort, statute, equity or other theory of law, including, but not limited to, the breach of any legal duty or the fault, negligence, or strict liability of either party. 6.6 This Agreement shall be governed, construed, and enforced in accordance with the laws of the state in which our servicing office is located, without regard to its conflict of laws rules. The laws of the state of our servicing office will govern all disputes, and all claims shall be heard in the state or federal courts for that state. Each of us waives trial by jury. 6.7 No officer or employee acting within the scope of employment shall have individual liability for his or her acts or omissions, and you agree not to make a claim against individual officers or employees. Section 7: General Indemnification 7.1 We will indemnify and hold you harmless from and against demands, damages, and expenses of others to the comparative extent they are caused by our negligent acts or omissions or those negligent acts or omissions of persons for whom we are legally responsible. You will indemnify and hold us harmless from and against demands, damages, and expenses of others to the comparative extent they are caused by your negligent acts or omissions or those negligent acts or omissions of persons for whom you are legally responsible. 7.2 To the extent it may be necessary to indemnify either of us under Section 7.1, you and we expressly waive, in favor of the other only, any immunity or exemption from liability that exists under any worker compensation law. Section 8: Miscellaneous Provisions 8.1 We will provide a certificate of insurance to you upon request. Any claim as an Additional Insured shall be limited to losses caused by our negligence. 8.2 You and we, for ourselves and our insurers, waive all claims and rights of subrogation for losses arising out of causes of loss covered by our respective insurance policies. 8.3 Neither of us will assign or transfer any interest, any claim, any cause of action, or any right against the other. Neither of us will assign or otherwise transfer or encumber any proceeds or expected proceeds or compensation from the project or project claims to any third person, whether directly or as collateral or otherwise. 8.4 This Agreement may be terminated early only in writing. You will compensate us for fees earned for performance completed and expenses incurred up to the time of termination. 8.5 If any provision of this Agreement is held invalid or unenforceable, then such provision will be modified to reflect the parties' intention. All remaining provisions of this Agreement shall remain in full force and effect. 8.6 No waiver of any right or privilege of either party will occur upon such party's failure to insist on performance of any term, condition, or instruction, or failure to exercise any right or privilege or its waiver of any breach. PROJECT SCHEDULE CITY OF LAKE ELMO 2022 STREET AND UTILITY IMPROVEMENTS PROJECT NO. 2021.128 FOCUS ENGINEERING, inc. Cara Geheren, P.E. 651.300.4261 Jack Griffin, P.E. 651.300.4264 Ryan Stempski, P.E. 651.300.4267 Chad Isakson, P.E. 651.300.4283 AUGUST 17, 2021 Council orders preparation of Feasibility Report. OCTOBER 5, 2021 Presentation of Feasibility Report. Council accepts Report and calls for Improvement Hearing. OCTOBER 21, 2021 Neighborhood informational meeting. NOVEMBER 3, 2021 Public Improvement Hearing. Council Orders the Improvement (4/5th Vote) and preparation of Plans and Specfications. MARCH 1, 2022 Council approves Plans and Specifications and orders Advertisement for Bids. MARCH 30, 2022 Project Bid Date: Receive contractor bids. APRIL 19, 2022 Council accepts Bids and awards Contract. MAY 30, 2022 Conduct Pre‐Construction Meeting and issue Notice to Proceed. OCTOBER 7, 2022 Substantial Completion. NOVEMBER 18, 2022 Final Completion. *Final Assessment Hearing Schedule TBD STAFF REPORT DATE: April 19, 2022 REGULAR AGENDA ITEM: Approve Engineering Design Standard Updates and Stormwater Reuse Irrigation Design Standards SUBMITTED BY: Jack Griffin, City Engineer REVIEWED BY: Kristina Handt, City Administrator Molly Just, Planning Director Marty Powers, Public Works Director Chad Isakson, Assistant City Engineer ISSUE BEFORE COUNCIL: Should the City Council approve the Engineering Design Standard updates and revisions dated January 2022, and adopt the new Stormwater Reuse Irrigation Design Standards dated January 2022? BACKGROUND: The City maintains engineering design standards, standard specifications, and standard details for public infrastructure within the City, including streets, sanitary sewer, watermain, storm water facilities, right-of-way management and boulevard layout. This information is compiled into an Engineering Design and Construction Standards Manual for use by staff and the development community. The latest version of the Manual is dated April 2019. The standards have been established to set minimum requirements to be met for new public infrastructure projects in the City with the intent of constructing consistent and compatible infrastructure systems throughout the community; to clearly communicate with the development community these minimum expectations and requirements; and to expedite plan design, preparation and City plan review and approvals. To the extent practical these standards also apply to the improvement or reconstruction of existing public infrastructure. The engineering design standards and guidelines have been established to address the most common project elements and are to be used in conjunction with the requirements set forth by applicable codes, laws and ordinances, recognized industry standards, good engineering practice and specific project needs. Omission of reference in these standards and guidelines does not relieve responsibility for compliance with these requirements. In addition, the provisions of these standards and guidelines are not intended to prohibit the use of alternative systems, methods or components. Professional engineering judgement and ingenuity is encouraged to adapt to specific project needs. However, varying from the standards and guidelines will only be permitted with the approval of the City, after performing due diligence to ensure the design is equivalent or superior to the prescribed elements of the guideline. PROPOSAL DETAILS/ANALYSIS: The Engineering Design and Construction Standards Manual is a living document that is reviewed and modified from time to time by City staff to adapt pro-actively to changing conditions so as to remain current, address best practices and extract additional economic value and performance as needed. Changes are often based on recommendations from Engineering, Planning, Public Works, the construction observation staff or other City staff, the development community, and other stakeholders. Changes made by the City Engineer over time are periodically brought forward as revisions to the Engineering Design and Construction Standards Manual to formalize the City’s approval. The notable design standard additions and revisions include the following: 1. Added requirements for secondary access for new developments based on fire code recommendations. 2. Added pipe material requirement to be PVC C900 DR 14 pipe for sanitary sewer over 25 feet in depth. 3. Added reference to the Stormwater Reuse Irrigation Design Standards. 4. Updated the Specifications and Details to reflect MnDOT 2020 Specification updates (updated from MnDOT 2018). In addition to the Engineering Design and Construction Standards Manual updates, staff has prepared Stormwater Reuse Irrigation Design Standards for adoption by the City. The standards were prepared with the assistance from Barr Engineering to promote the practice of stormwater reuse irrigation in the City while identifying and addressing minimum system requirements needed to prevent contamination of the drinking water supply, to minimize health risk exposure of the general public, and to protect City owned infrastructure and property. These design standards are applicable for outdoor stormwater irrigation reuse systems in the City of Lake Elmo utilizing stormwater from stormwater basins owned and maintain by the City, or when irrigating areas open to the general public. FISCAL IMPACT: No fiscal impact at this time. RECOMMENDATION: Staff is recommending that the City Council approve the Engineering Design Standard updates and revisions dated January 2022, and adopt the new Stormwater Reuse Irrigation Design Standards dated January 2022. The recommended motion for this action is as follows: “Move to approve Resolution No. 2022-042 thereby approving the Engineering Design Standard Updates and Stormwater Reuse Irrigation Design Standards dated January 2022.” ATTACHMENTS: 1. Resolution Approving the Engineering Design Standard Updates and Stormwater Reuse Irrigation Design Standards dated January 2022. 2. Summary (red Lined version) of Engineering Design Standard Updates dated January 2022. 3. Stormwater Reuse Irrigation Design Standards dated January 2022. CITY OF LAKE ELMO WASHINGTON COUNTY STATE OF MINNESOTA RESOLUTION NO. 2022-042 A RESOLUTION ADOPTING THE ENGINEERING DESIGN STANDARD UPDATES AND STORMWATER REUSE IRRIGATION DESIGN STANDARDS DATED JANUARY 2022 WHEREAS, the City of Lake Elmo has prepared engineering design standards, standard specifications, and standard details for public infrastructure within the city; and, WHEREAS, the city has compiled this information into an Engineering Design and Construction Standards Manual; and, WHEREAS, this Manual will serve as the engineering standards and guidelines for the design and construction requirements for new public infrastructure within the City of Lake Elmo, including streets, sanitary sewer, watermain, storm water facilities, right-of-way and boulevard layout; and, WHEREAS, the engineering design standards are established to set minimum requirements to be met for all new public infrastructure projects in the city in the spirit of promoting consistent infrastructure systems throughout the community; to clearly communicate with the development community these minimum expectations and requirements; and to expedite plan design, preparation and city plan review and approvals; and, WHEREAS, the city has also prepared stormwater reuse irrigation design standards, standard specifications, and standard details for public and private use, with the design standards focused on the irrigation system(s) components that will interact with public infrastructure or property or impact the general public; and, WHEREAS, the standards are not intended to be all inclusive and shall be used as a design guide, thereby allowing exceptions to these standards to be considered on a case-by-case basis when deemed appropriate for a specific application. NOW, THEREFORE, BE IT RESOLVED, 1. That the City Council shall adopt the Engineering Design Standard Updates and Revisions dated January 2022. 2. That the City Council shall adopt the Stormwater Reuse Irrigation Design Standards dated January 2022. ADOPTED BY THE LAKE ELMO CITY COUNCIL ON THE NINETEENTH DAY OF APRIL, 2022. CITY OF LAKE ELMO By: __________________________ Charles Cadenhead (Seal) Mayor ATTEST: ________________________________ Julie Johnson City Clerk CITY OF LAKE ELMO, MN | DESIGN STANDARDS MANUAL REVISION DATE: JANUARY 2022 PAGE 1 of 8 ENGINEERING DESIGN STANDARDS for CITY OF LAKE ELMO NOTE: Throughout these design standards, the minimum and maximum design parameters identify the end range of the acceptable design in the as‐built condition and therefore must account for construction tolerances. Minimum and maximum design parameters are intended for use in the unique and extreme circumstance and therefore should have limited use in the base design. STREET DESIGN AND GEOMETRICS Secondary Access Street is Required ‐One‐or‐two family residential developments……………………………………………….Greater than 30 Dwelling units ‐Multi‐family residential developments……………………………………………………….Greater than 100 Dwelling units ‐Commercial/Industrial/Institutional developments (non‐sprinkled)...……………………..Greater than 62,000 SF ‐Commercial/Industrial/Institutional developments (sprinkled)………....………………….Greater than 124,000 SF ‐Commercial/Industrial/Institutional developments...………………………………..Greater than 3 stories or 30 feet Minimum Street Widths, Measured from Face of Curb to Face of Curb (F‐F) ‐New Local Residential Streets (with parking on both sides)…………………………………….…………………..32‐feet F‐F ‐Local Residential Street (when parking is allowed on one‐side)..……….……………………….…...………….28‐feet F‐F ‐Local Residential Street with no parking…………………………………..……….……………………….…...………….24‐feet F‐F ‐Local Residential Street, one‐way lanes with center median………….............................................…19‐feet F‐F ‐Collector and Neighborhood Collector…………………………………………….…………………………….Determined by City Geometric Design, Local Residential Street ‐Center Crown…………………………………………………………….…………………………………………………………………………2.5% ‐Minimum Longitudinal Grade………………………….……………………………………………………………........................0.5% ‐Maximum Longitudinal Grade…………………………………………….…………………………………………………………………..8% ‐Maximum Intersection Approach Grade, First 50‐feet from curb line…….……………………………..…………….2.5% ‐Minimum Vertical Curve Length, Crest (including stop conditions).……………………………………….…….………K=19 ‐Minimum Vertical Curve Length, Sag (including stop conditions)………………………………………….………..……K=37 ‐Minimum Horizontal Curve Radius………………………………………………………..………................................….90‐feet ‐Intersection Angles…………………………………………………………………………………………………………….……...90 degrees ‐Tangent Length at Intersection from Curb Line, Local Streets……………………………………………………...…..50 feet ‐Tangent Length at Intersection from Curb Line, Higher Class Streets……............................................100 feet ‐Minimum Intersecting Street Offset, from Centerlines…………………………………………………….….………….125‐feet ‐Curb Radius, Minimum Local to Local………………………………………………………………….………….………….…….20‐feet ‐Curb Radius, Minimum Local to Collector……………………………………………………………………….……….……....25‐feet ‐Minimum Diameter of Cul‐de‐sac……………………………….………………………………………………….………………..90‐feet ‐Minimum Grade around Cul‐de‐sac……………………..................................................................................…1.0% ‐Maximum Cul‐de‐sac Street Length (lots less than 2.5 acres)………………………....................................600‐feet ‐Maximum Cul‐de‐sac Street Length (lots equal or greater than 2.5 acres)……………………….………....1,320‐feet ‐Temporary Cul‐de‐sac at plat line………………………………………………………………………………….……….……..Required Geometric Design, Collector Street (below Standards in addition to Local Residential Street) ‐Design Standards……………………………………………..Meeting all State‐Aid Standards for minimum design speed ‐Maximum Longitudinal Grade……………………………………………………….……………………………………………………..…6% ‐Intersection Angles…………………………………………………………………………………..………………………………..90 degrees ‐Tangent Length at Intersection from Curb Line………………………………………..........................................100 feet ‐Tangent Minimum between curves……………………………………………………………………..…………………………...50 feet ‐Minimum Vertical Curve Length, Sag and Crest……………………………..……State‐Aid for minimum design speed CITY OF LAKE ELMO, MN | DESIGN STANDARDS MANUAL REVISION DATE: JANUARY 2022 PAGE 2 of 8 ‐Minimum Horizontal Curve Radius……………………………………….…………….State‐Aid for minimum design speed ‐Minimum Intersecting Street Offset, if allowed, from Centerlines……….………….……..……..……………….250‐feet ‐Street/Roadway Access……………………………………………….…..Per City Access Management Spacing Guidelines ‐Driveway Access, Residential……………………….………………………………….…………………………….…………...Prohibited ‐Driveway Access, Commercial……………………….……….………..Per City Access Management Spacing Guidelines ‐Curb Radius....…………………………………………………………………….……………………………………………………….…..25‐feet Pavement Section Design Note: Pavement sections below are minimum allowed. Additional pavement section may be required based on Geotechnical Report of the subgrade soils ‐Local Residential Street……………………………………………………………………………………………Minimum 7‐Ton Design ‐Subbase, Select Granular Borrow (SPEC 3149.2B)…….………………………..…………………………Minimum 12‐inches ‐Subsurface Drainage System………………………………………………………………………………………………………….Required ‐Base, Aggregate Base, Class 6 100% Crushed Stone Aggregate (SPEC 3138)…………………...Minimum 6‐inches Note: Class 6 Recycled Material Substitute by City Engineer Approval ‐Non‐Wearing Course, MnDOT 2360 Type SP 12.5, Mixture 2B, Asphalt Grade C…………………………….2‐inches ‐Wearing Course, MnDOT 2360 Type SP 9.5, Mixture 2B, Asphalt Grade C..……………....………………...1½‐inches ‐Collector Street and Above…………………………………………………………………………………...Minimum 10‐Ton Design ‐Subbase, Select Granular Borrow (SPEC 3149.2B)…..….…………………………………………………Minimum 24‐inches ‐Subsurface Drainage System………………………………………………………………………………………………………….Required ‐Base, Aggregate Base, Class 6 100% Crushed Stone Aggregate (SPEC 3138)....……………….Minimum 8‐inches Note: Class 6 Recycled Material Substitute by City Engineer Approval ‐Non‐Wearing Course, MnDOT 2360 Type SP 12.5, Asphalt Grade C…………………………..…………………..2‐inches ‐Wearing Course, MnDOT 2360 Type SP 9.5, Asphalt Grade C...…………………..………………………………….2‐inches Draintile/Street Subsurface Drainage ‐Type……………………………………………………………………………………………………….….……Sch. 40 Rigid PVC Perforated ‐Size…………………………………………………………………………………………………………………………………….…………..….4‐inch ‐Sock……………………………………………………………………………………………………….…………………….…MnDOT SPEC 3733 ‐Location……………………....All Low Points in both directions; at 350 foot intervals, and Project Specific Design ‐Length…………………………………………….…Minimum 100‐foot runs; 100 feet in both directions from low points ‐Clean Outs………………………………………………………………………………………….…Every 150 feet and at all dead ends Curb and Gutter ‐Material, All Purposes………………………………………………………………………………………..…………………………Concrete ‐Strength, Minimum Requirements…………………….……………………………………….…….……………………….…4,500 PSI ‐Type: New Developments, Single Family Residential………………………………………………………….…Surmountable ‐Type: Multifamily, Commercial, Collector Roads, Medians, Reconstruction………………….…………………….B618 Utility Conduit ‐Type……………………………………………………………………………………….……………………………………..….PVC Schedule 40 ‐Location/Depth…………………………….…..Perpendicular to Street and minimum 1‐foot below Street Subgrade Entrances/Driveways ‐Maximum Driveway Width at Right‐of‐way…………………………………..…………………….…Varies by Zoning District ‐Bituminous Driveway Minimum Thickness, Section…………………………………..…………………………….Match Street ‐Residential Concrete Driveway Minimum Thickness……………………………………………………………………….6‐inches ‐Commercial Concrete Driveway Minimum Thickness………………………………………..………………………..8‐inches Signing ‐Design Standards…………………………………………………………………………………………………………………….……MMUTCD ‐Sheathing Type…………………………………………………………………………………………..…Type IX Diamond Grade (DG3) ‐Sign Posts……………………………………………………………………..…………………………..Pre‐punched 14 ga. Square Tube CITY OF LAKE ELMO, MN | DESIGN STANDARDS MANUAL REVISION DATE: JANUARY 2022 PAGE 3 of 8 RIGHT‐OF‐WAY AND BOULEVARD LAYOUT Minimum Right‐of‐way Widths ‐Arterial……………………….………………………………………………………….……..Determined by City (150 feet minimum) ‐Collector Street…………………………………………………………………………………………………………..….80 feet to 120 feet ‐Commercial or Industrial Service Street…………………………………………………………………………………………...80 feet ‐Local Multi‐Family Residential Street (36‐feet wide)……….………………………….…...……………………………...70‐feet ‐Local Multi‐Family Residential Street (32‐feet wide)……….………………………….…...……………………………...66‐feet ‐Local Multi‐Family Residential Street (28‐feet wide)……….……………………….……………….…...………………..60‐feet ‐Cul‐de‐Sac………………………………………………………………………………………...60 feet; turn‐around radius of 60 feet Boulevard, Local Residential Street ‐Width (minimum).……………………………………………………………...…………………….15.5‐feet (15‐feet at cul‐de‐sacs) ‐Slope, Typical and Maximum………………………………………………………………..………………………..…………..4% and 4:1 ‐Topsoil Minimum……………………………………………………………………………………..………………………………………..6‐inch ‐Turf Treatment…………………………………………………………………………………………………..………………………...Lawn Sod ‐Tree Location without Sidewalk or Trail……………………….....................................................8‐feet back of curb ‐Tree Location with Sidewalk or Trail…………………………………………….…..…………………….………5‐feet back of curb ‐Street Light Location…………………………………………………………………………………………………….…5‐feet back of curb ‐Street Light Fixture……………………………………………………Traditional Colonial LED, Type B 4000 Lumens (Black) ‐Street Light Pole………………………………………………………………….…15‐foot Washington Fluted Aluminum (Black) ‐Hydrant Location………………………………………………………………………..……………………….….……..5‐feet back of curb Sidewalks ‐Collector Street…………………………….……………………………..…………………………………....……Required on both sides ‐Local Residential Street…………………….………………………….……………………………...……….……Required on one side ‐Cul‐de‐sac Street…………….………….……………………….………………………….………………Required for trail connection ‐Width (when on one side of the street)..………………………………….………………………………...…………………..…6‐feet ‐Width (when on both sides of the street)..………………………………………………….……………...…………………..…5‐feet ‐Sidewalk Maximum Longitudinal Grade…………………………………………………………………………….…………………….6% ‐Pavement Section…………..……………………………………………………………………………5‐inch Concrete; 5‐inch Class 6 Trails ‐Locations…………………………………..……………………………..……..........................Per City trail plan and as directed ‐Width, Local Trail……………….………………………………………………………………..…………………………………………...8‐feet ‐Pavement Section, Local Trail…………..…………………………………2.25‐inch Bituminous; 8‐inch minimum Class 6 ‐Maximum Longitudinal Grade………………………………………………………….……………………………………………………..8% Berm Construction in Boulevard ‐Maximum Side Slope with Maintenance Requirements……………………………………….……………………………......3:1 ‐Maximum Side Slope with Natural Vegetation………………............................................................................2:1 CITY OF LAKE ELMO, MN | DESIGN STANDARDS MANUAL REVISION DATE: JANUARY 2022 PAGE 4 of 8 SANITARY SEWER Force Main ‐Material……………………………………………………………………………………………………….………………………….PVC or HDPE ‐PVC, 2‐inch–24‐inch……….…………………………………………………………………………………………………………. C900/C905 ‐HDPE Class, 1‐inch…………………………………………………………………….………………………………………….…………….SDR 9 ‐HDPE Class, 2‐inch–24‐inch……………………………………………………….……………………………..……………………...SDR 11 ‐Minimum Cover……………………………………………………………………………………………………..…………………….…7.5‐Feet ‐Location of main in Street…………………………………………………………………………………………………….Project Specific ‐Tracer Wire………………………………………………………………………………….12 AWG solid, PRO‐TRACE HDD‐CCS PE45 ‐Air Relief Valve and Manhole Locations……………………………………………………….…………….………….All High Points ‐Clean Outs…………………………………………………………………………………………………………………………..…All Low Points Gravity main ‐Material……………………………………………………………………………………………………………….……………………………….PVC ‐Minimum Diameter……………………………………………………………………………………..…………………………………….8‐inch ‐Class, up to 20‐feet in depth………………………………………………………………………..…………………………………..SDR 35 ‐Class, 20‐25 feet in depth……………………………………………………………………………………….………………………..SDR 26 ‐Class and Material, over 25 feet in depth……………..…………………………………………………………………...C900 DR14 ‐Minimum cover over pipe………………………………………………………………………………………………………….……5.5‐feet ‐Maximum depth of pipe……………………………………………………………………………………………………………….….30‐feet ‐Slope……………………………………………………………………………………………..…………………….……..Ten States Standards ‐Tracer Wire……………………………………………………………………………….……12 AWG solid, PRO‐TRACE HF‐CCS PE45 ‐Location of main in Street…………………………………………………………………………….……………………………..Centerline Sanitary Sewer Manholes ‐Type………………………………………………………………………………….…………………………………………......Precast Concrete ‐Maximum inlet/outlet elevation difference………………………………………………………………………………………..2‐feet ‐Minimum depth of Manhole…………………………………………………………………….…………………………….………….6‐feet ‐Type of Casting……………………………………………………………………………………………………………………..……….R‐1642‐B ‐Joints and Assembly……………………………………………………………………………….…………………………....Per City Details ‐Location………………………………………………………………………………………………..…………………….…….Street Centerline ‐Maximum Spacing………………………………………………………………………………………………..………………………..400‐feet ‐Flow Line Match Required……………………………………………………………………………………………………..…8/10ths Rule ‐Drop Across All Manholes Required……………………………………………………………………………………….…..……0.1‐feet ‐Connections to Existing Manholes………………………………………………………………………….….….Core Drill with Boot ‐Outside drop minimum………………………………………………………………………………………………………………….…..2‐feet ‐Outside drop Material….…………………………………………………………………………………………………………...Ductile Iron Service Pipe ‐Material and Class..…………………………………………………………………….…………………………………..PVC SCHEDULE 40 ‐Minimum Diameter…………………………………………………………………………………………………….........................4‐inch ‐Tracer Wire………………………………………………………………………………………12 AWG solid, PRO‐TRACE HF‐CCS PE4 ‐Drive‐In Magnesium Grounding Anode Rod…………….............................Copperhead Part # ANO‐1005 (1.5lb) ‐Tracer Wire at Grade Access Box…………………………………………………………………………...…….Snake Pit Light Duty Easements ‐Sanitary sewer pipe and structures require minimum 30‐foot easements centered over the pipe/structure if not located within the public right‐of‐way. Additional easement width may be required as determined by the City Engineer and Public Works Director. Easements must be dedicated to the City and be provided in the City’s standard form of easement agreement. CITY OF LAKE ELMO, MN | DESIGN STANDARDS MANUAL REVISION DATE: JANUARY 2022 PAGE 5 of 8 WATERMAIN Water Service Pressures ‐Individual Booster Pumps required……………………………………………………………………...…….development specific Main Pipe ‐Material……………………………………………………………………………………………………….…………………….…………………..DIP ‐Class……………………………………………………………………………………………………………….……………………….……….…CL. 52 ‐Minimum Diameter – Mainline………..………………………………………………………….……………………………….…...8‐inch ‐Minimum Diameter – As allowed by City Engineer..…………………….………………………..…………………………..6‐inch ‐Minimum Diameter – Hydrant Lead……………………..……………………..………………………..……………….………….6‐inch ‐Minimum Cover…….………………………………………………………………………………………………………..………….……7½‐feet ‐Maximum Length of Dead Ends…………………………………………………………………………………..…………….…1,000‐feet ‐Air Release measures…………………………………………………………………………….………………..……………...MH, Hydrant ‐Tracer Wire……………………………………………………………………………….……12 AWG solid, PRO‐TRACE HF‐CCS PE45 ‐Tracer Wire Hydrant Terminal…………………………………………………………….……………………….Cobra T2 Access Box ‐Location of main in Street……………….……………………………………………………….………………………..….North or West Hydrants ‐Type……………………………………………………………………………………….……...………………….…...Waterous Pacer WB‐67 ‐Depth of Bury…………………………...…………………………………………………………………………….……………………….8½‐feet ‐Maximum Coverage Radius, Residential..……….……………………………………………………………….………..……500‐feet ‐Maximum Coverage Radius, Commercial…………….………………………………………………………………….………300‐feet ‐Gate valve on Hydrant leads…………………………………………………………………………..…………………….……….Required ‐Hydrant Nozzle………..…………………………………………………………….………4‐inch Storz with Pentagon Nut end cap ‐Temporary dead‐end lines…………………………………….…………………….……Hydrant required (no air bleed valves) Valves ‐Resilient Seat Gate Valve, for 12‐inch pipe & smaller…..…………………….….American Flow Control 2500 Series ‐Butterfly Valve, for pipe over 12‐inch………………………………….…..……………………….……………Mueller Lineseal III ‐Valve Box………………………………………………...............................................................................Tyler G‐Box6860 ‐Maximum area isolated by valving………………………………………………………………………………….………….20 services ‐Maximum distance between valves on Trunk Mains……………………………………………….…………….……….800‐feet Service Pipe ‐Service Material…………………………………………………………………………….…………………….……….…….Type “K” copper ‐Corporation Stop…………………………..…………………………………………….…………………..........A.Y. McDonald 74701B ‐Curb Stop ………….…………………………………………………………………………………………………......A.Y. McDonald 76104 ‐Curb Box ……………………………………………………………………………………....A.Y. McDonald 5614 w/rod & Mpls. Top ‐Tracer Wire……………………………………………………………………………….……12 AWG solid, PRO‐TRACE HF‐CCS PE45 ‐Drive‐In Magnesium Grounding Anode Rod…………….............................Copperhead Part # ANO‐1005 (1.5lb) ‐Tracer Wire at Grade Access Box……………………………………………………………….…………..…….Snake Pit Light Duty Easements ‐Watermain lines and hydrants require minimum 30‐foot easements centered over the pipe if not located within the public right‐of‐way. Additional easement width may be required as determined by the City Engineer and Public Works Director. Easements must be dedicated to the City and be provided in the City’s standard form of easement agreement. CITY OF LAKE ELMO, MN | DESIGN STANDARDS MANUAL REVISION DATE: JANUARY 2022 PAGE 6 of 8 STORM SEWER Design ‐Design Frequency for Storm Sewer……………………………………………………….…...…………………………………...10‐year ‐Minimum storm sewer design velocity…………………………………………………………….………….…………………….…3‐fps ‐Maximum storm sewer design velocity……………………………………………………………………………………………...15‐fps ‐Maximum storm sewer outlet velocity…………….………………………………………………………….…………………….…5‐fps ‐Minimum Outfall Pipe Slope……….…………………………..Verify positive grade at completion (no reverse grade) Main Pipe ‐Storm Sewer Pipe Material……………………………………………………………..………………………………………………….….RCP ‐Minimum Cover Depth in Paved Surfaces…………………………………………………………..……………………………...3‐feet ‐Minimum Cover Depth in Greenspace………………………………………………………………………………………..……2.5‐feet ‐Minimum Pipe Diameter, Main………………………………………………………………………………………………………..15‐inch ‐Minimum Catch Basin Lead…………………………………………………………………………………………………….………..12‐inch ‐Location of main in Street……………………………………………………………..…………………………………….….South or East Culvert pipe ‐Culvert Material, urban road or crossing public road……….…………………………………………………………..…….….RCP ‐Culvert Material, rural road private driveway….……………….…………………………………………….…………CMP or RCP ‐Minimum Culvert Size…………………………………………………………………………………………………………….…….....15‐inch ‐Apron and Trash Guard Required……………………………………………………………………………………………….….……...Yes Manholes ‐Type……………………………………………………………………………………………………………………………..……Precast Concrete ‐Sump Depth and Location………………………………………………...4‐feet, located at street prior to discharge point ‐Minimum Structure Depth………………………………………………………….………………………………………………........4‐feet ‐Casting…………..………………………………………………………………………………………………….……………………..…..R‐1642‐B ‐Minimum Adjustment Rings………………………………………………………………………………………………….…….…………….2 ‐Maximum Adjustment Rings…………………………………………………………………………………..………………………...1‐foot Catch Basins ‐Type…………………………………………………………………………………………………………………………….…….Precast Concrete ‐Minimum Structure Depth…………………………..…………………………………………….……………............................4‐feet ‐Maximum run to Catch Basin………………………………………………………………….………………………………….…..350‐feet ‐Casting, Curb & Gutter, B Style Curb………………….………………………………………………………………….………..R‐3067V ‐Casting, Curb & Gutter, Surmountable Style Curb……………………………………………………………….……….R‐3501‐TB ‐Casting, Area Drain……………………………………………………………………..……………………………………………….……R‐4342 Easements ‐Storm sewer pipe, structures and flared end sections require minimum 30‐foot easements centered over the pipe/structure if not located within the public right‐of‐way. Additional easement width may be required as determined by the City Engineer and Public Works Director. Easements must be dedicated to the City and be provided in the City’s standard form of easement agreement. CITY OF LAKE ELMO, MN | DESIGN STANDARDS MANUAL REVISION DATE: JANUARY 2022 PAGE 7 of 8 STORMWATER MANAGEMENT AND STORMWATER BMPs Note: Stormwater facilities shall be in accordance with the requirements listed herein; in accordance with the requirements of the applicable watershed district; and in accordance with the Minnesota Pollution Control Agency NPDES Construction Storm Water Permit. In addition, all “Recommended” and “Highly Recommended” provisions of the Minnesota Stormwater Manual should be considered requirements by the City of Lake Elmo unless specifically approved otherwise by the City Engineer. Site Design ‐Facility locations: City Owned……………………………………………….………………………………………...Located in Outlots ‐Facility locations: Privately Owned………………….………………………………………..Located in Outlots or Easements ‐Location and Size………………..………………………………………………………………………………...……above 100‐year HWL ‐Building Lowest Floor above 100‐year HWL………………………………………………………………………………….…….2‐feet ‐Building Lowest Opening above EOF…………………………………………………………………………………………….….…1‐foot ‐Minimum access road width……………………………………………………………………………………………………….…...20‐feet ‐Maximum grade for maintenance access roads…………………………………………………………………………………....10% ‐Setback from building foundations…………………………………………………………………………………………….…….35‐feet ‐Flood Protection…….…………………….…………Overland Emergency Overflows Required (No landlocked basins) Stormwater Ponds (Detention Basins) ‐Design Frequency (DF)…………………………………………..….…2, 10, and 100‐year, and 100‐year 10‐day snowmelt ‐Minimum Basin Depth to HWL.…………………………………………………….…………………………………………………….3‐feet ‐Maximum Pond Depth to HWL…………………….…………………………………………………….……………………..……..10‐feet ‐Average Permanent Pool Depth………………………………..............................................................4‐feet to 6‐feet ‐Permanent Pool Length‐to‐Width Ratio…………………………………………………………..................................4:1 Max. ‐Maintenance Bench Maximum side slope, first ten feet above Permanent Pool….……………………………….10:1 ‐Aquatic Bench Maximum side slope, first ten feet into Permanent Pool….…………………........................….10:1 ‐Maximum side slope, beyond first ten feet…………….…………………………………..……………………………………….…3:1 ‐Pretreatment Sediment Forebay……………………………………………….………………………………..……….10% Pond Area ‐Required freeboard………………………………………………………………………………………………………...2‐feet above HWL ‐Pond Liner………………………………………………………………………………………..……Clay lined per VBWD specifications Drainage Swales ‐Maximum side slopes on Swales (maximum slopes allowed only when necessary) …..……………………….....3:1 ‐Maximum side slopes on Right‐of‐Way Swales……………………………………………………….……………………………...4:1 ‐Minimum longitudinal Swale grade…………………………………………………………………………..…............................2% ‐Minimum Swale depth within Right‐of‐Way…………………………………………………..…………………………....18‐inches ‐Minimum Bottom Width…………………………………………………………………………………………………………………….4‐feet Infiltration Facilities (Bioretention Areas and Rain Gardens) ‐Inlet control from Streets………………………….….…Use Neenah R‐3067‐V casting on Catch Basin (no curb cuts) ‐Maintenance Agreement for public right‐of‐way..…………………………………………….…………………………..Required ‐Maintenance Access Easement..………………………………………………………………………………………….………..Required ‐Minimum distance from septic system or drainfield………………………………………………….........................35‐feet ‐Minimum distance from public or private well.…………………………..………………………………………………......50‐feet ‐Maximum Site Slope…………………………………………………………………………………………………………………………..……5% ‐Minimum depth to Bedrock…………………………………………………………………………………………………………...….5‐feet ‐Minimum depth to Seasonally High Water Table………………………………………………………………………….…...5‐feet ‐Located in “hotspot” drainage shed (i.e. gas stations)………………………………………………………….……..Prohibited ‐Located in Hydrologic Soil Group D Soils……………………………………..………………………………………….…..Prohibited ‐Underdrain, Group C Soils (filtration)………………..…………………….…………………………………….………………Required ‐Maximum side slope….………………………………………………………………………………………..………………………………….4:1 ‐Maximum drain dry time………………………………………….……………………………………………………………..……..48 hours CITY OF LAKE ELMO, MN | DESIGN STANDARDS MANUAL REVISION DATE: JANUARY 2022 PAGE 8 of 8 Infiltration Facilities (Bioretention Areas and Rain Gardens) ‐ Continued ‐Soil medium……………………………………….……………..…………………………..MnDOT 3877 D Rooting Topsoil Borrow ‐Seeding…………..………………………………………………………………..….MnDOT 3876 Specifications with Type 33‐261 ‐Plantings……………………………………………………….…Planted in conformance with City approved landscape plan ‐Soil infiltration rates………………………………………………………………………..…..*By Field Testing at Facility Location * Soil borings are required to verify infiltration rates. Borings must be taken to a depth of 5 feet below proposed infiltration basin elevation. Minimum 2 borings per facility up to 5,000 SF. of infiltration area. Minimum 3 borings per facility up to 10,000 SF. of infiltration area. Additional boring required for every additional 5,000 SF. of infiltration area. Low Impact Development Practices/Other Stormwater BMPs: The City of Lake Elmo has adopted the following additional BMPs and Low Impact Development practices for the City and promotes their use in accordance with these Engineering Design Standards and the applicable City Code. Open Space Developments in applicable Zoning Districts. Narrow Streets through minimized street width standards. Stormwater Reuse Irrigation (See City Stormwater Reuse Irrigation Design Standards). Infiltration/filtration Practices. Vegetated Swales (Ribbon Curbs and Curbless Streets in applicable locations). Temporary Erosion and Sedimentation Control using Engineering Standards Manual. Stormwater Site Design. ‐Conservation of open spaces to protect a site’s natural areas. ‐Impervious lot coverage credits for Stormwater BMPs. ‐Use of Pervious Pavements. ‐Adoption of Minimal Impact Design Standards (MIDS) to mimic predevelopment hydrology. ‐Incorporation of Landscaping and use of Native Vegetation. DETAIL PLATE NUMBERS AND PLAN NOTES Pipe Installation 101,103,105 Watermain 200A,201,203,204,206,207A,207B,208,210,211 Sanitary Sewer 300A,301,302,303,305,306,311,313,314,315 Storm Sewer 400A,402,404,405,406,407,408,409,410,411, 412,416,417,419,420,421 Pavements, Curbs, Walks 500A,501A,501B,502,504,505,506,507A,507B, 507C,507D,507E,507F,508,509,510,511,512,513 Erosion Control 600A,600B,600C,600D,601,603,604,605,606 Typical Sections and Right‐of‐Way 801,804,805,806,807A,807B Signing/Pavement Markings/Lighting 900A,901,902,903 FOCUS ENGINEERING, inc. CITY OF LAKE ELMO CITY OF LAKE ELMO, MN. www.FOCUSengineeringinc.com STORMWATER REUSE IRRIGATION DESIGN STANDARDS REVISION DATE: JANUARY, 2022 CITY OF LAKE ELMO, MN | STORMWATER REUSE DESIGN STANDARDS REVISION DATE: JANUARY 2022 PAGE 1 of 2 STORMWATER REUSE IRRIGATION DESIGN STANDARDS for CITY OF LAKE ELMO STORMWATER REUSE FOR IRRIGATION Outdoor Stormwater Reuse for Irrigation is allowed when in compliance with state and watershed regulations and in accordance with the City of Lake Elmo Stormwater Reuse Design Standards, Specifications and Details. These design standards apply to any stormwater reuse irrigation system in Lake Elmo utilizing stormwater from stormwater basins owned and maintain by the City, or when irrigating areas open to the public. These Standards are intended to prevent contamination of drinking water supply and minimize health risk exposure. MANAGEMENT PLAN A Management Plan must be submitted for City review and approval that specifies the ongoing operation, maintenance, and performance management of the system. The Management Plan must specify a responsible management entity who will maintain ultimate responsibility for implementation. The Plan must include a Monitoring Plan that identifies the minimum monitoring parameters and frequencies, and includes a monitoring and testing records retention policy. The Plan must include a Reporting Plan that identifies the minimum requirements for the annual operation and maintenance report, and identifies public notification requirements, including anything required by any regulatory entity. A Stormwater Reuse Irrigation System Maintenance and Easement Agreement must be dedicated to the City of Lake Elmo in the City’s standard form of agreement. SYSTEM DESIGN Stormwater Management design for development and redevelopment must provide storm water basin capacity necessary to meet regulatory requirements for flood protection, assuming no reduction is taken in stormwater rates or volumes for reuse irrigation. Design to be in accordance with City Standard Detail C‐01, Typical Water Reuse Process Flow Diagram (Base Model) for private irrigation applications. Design to be in accordance with City Standard Detail C‐02, Typical Water Reuse Process Flow Diagram (Treatment) and Specification 3281‐5 for irrigation applications on public spaces (City parks, athletic fields, etc.). Irrigation pump, piping and appurtenances to be in accordance with Specification 3282‐5. Pond pump intake to be in accordance with City Standard Detail C‐03. Pump station to be in accordance with City Standard Detail C‐04. Pump and applicable treatment system enclosures must be located above the 100‐year high water level (HWL). Irrigation system controls and back flow prevention to be in accordance with state plumbing code, City Standard Detail C‐05, and Specification 4090‐0(1) or 4090‐0(2). Recommended to install non‐clogging sprinkler heads with a solids tolerance of up to 10 mesh, or implement particulate filtration per Specification 3281‐5. Minimum reuse water supply pressure to irrigation system should match existing system if retrofitting. CITY OF LAKE ELMO, MN | STORMWATER REUSE DESIGN STANDARDS REVISION DATE: JANUARY 2022 PAGE 2 of 2 OPERATIONS AND MAINTENANCE Irrigation with stormwater can only operate between 10‐PM and 4‐AM. Maximum stormwater pond drawdown to be determined by the City/watershed district and pump manufacturer to protect stormwater basin. No irrigation is permitted that draws the pond level lower than the established minimum pond depth. Stormwater reuse signage is required. Minimum of one sign located adjacent to stormwater pond and pump station. Additional signage required at irrigation site(s). Signage language must include: “Irrigation supply is reused stormwater. Do not drink”. Stormwater pond intake assembly must be removed from the pond and stored over winter. Operations and Maintenance (O&M) Manual is required prior to system use. O&M Manual to address training and education to system operators, provide standard operating procedures for the system, includes equipment operation and maintenance requirements, includes documented Monitoring Plan, includes documented Reporting and public notification Plan, and provides owner, operator(s) and regulatory agency contact information. CITY STANDARD SPECIFICATIONS Irrigation Water Treatment SECTION 3281‐5 Irrigation Pump, Piping and Appurtenances SECTION 3282‐5 Instrumentation and Controls for Irrigation Water SECTION 4090‐0(1) Instrumentation and Controls for Irrigation Water and Treatment SECTION 4090‐0(2) CITY STANDARD DETAILS Typical Water Reuse Process Flow Diagram (Base Model) C‐01 Typical Water Reuse Process Flow Diagram (Treatment) C‐02 Typical Stormwater Pond Pump Intake C‐03 Typical Pump Station Plan C‐04 Irrigation System Controls (Typical Potable Water Connection/Backflow Prevention) C‐05 STANDARD DRAWING NO. LAKE ELMO CITY OF LAKE ELMO JANUARY 2022 C-01 STANDARD DRAWING NO. LAKE ELMO CITY OF LAKE ELMO JANUARY 2022 C-02 STANDARD DRAWING NO. LAKE ELMO CITY OF LAKE ELMO JANUARY 2022 C-03 PLAN SECTION STANDARD DRAWING NO. LAKE ELMO CITY OF LAKE ELMO JANUARY 2022 C-04 STANDARD DRAWING NO. LAKE ELMO CITY OF LAKE ELMO JANUARY 2022 C-05 CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS IRRIGATION WATER TREATMENT 3281‐5‐1 SECTION 3281‐5 – IRRIGATION WATER TREATMENT Text appearing in yellow is system/application‐specific and should be updated accordingly. SCOPE Under this Section shall be included furnishing all supervision, labor, materials, and equipment required to construct a stormwater treatment system for non‐potable irrigation supply, including, but not limited to providing: 1. Filtration system. 2. Ultraviolet (UV) disinfection system, including a control panel with an operator interface. REFERENCES Section 3282‐5 Irrigation Pump, Piping and Appurtenances Section 4090‐0 Instrumentation and Controls for Irrigation Water Treatment GENERAL REQUIREMENTS 1. SYSTEM DESCRIPTION AND REQUIREMENTS a. The equipment in this Section will be used to treat stormwater for irrigation supply to the irrigation system. The source water for this system is stormwater collected from [PROPERTY DESCRIPTION] and stored in a pond. The irrigation supply pump will deliver water from the pond, through the treatment system and to the irrigation system piping. b. The irrigation system requires [FLOW RATE] gallons per minute (gpm) at [PRESSURE] pounds per square inch (psi) pressure at the treated irrigation water connection. c. Final design conditions including flow rates and pressures will be determined after equipment selection and shop drawing review. d. Filtration backwash will be automatically triggered by pressure differential and the filter shall be able to backwash without taking the system offline. e. Influent water quality from sampling on [DATE] is included below. This is the design basis for the influent water quality for the treatment system. f. The preliminary design conditions for the treatment system are outlined below. Upon project award, verify the design conditions based on the proposed system operating requirements. It is Contractor’s responsibility to coordinate with the suppliers of the system components, including the pump station, to assure that the required pressure and flow are supplied to the existing irrigation system. i. Design flow rate: [FLOW RATE] gpm ii. Treatment system discharge pressure: [PRESSURE] psi minimum, [PRESSURE] psi maximum iii. Total coliform: 2.2 MPN/100 ml [INSERT STORMWATER QUALITY TABLE – RECOMMENDED STORMWATER QUALITY SAMPLING PARAMETERS PROVIDED IN ATTACHMENT A] 2. MANUFACTURERS Treatment system package equipment shall be supplied by one of the following vendors: [PREFERRED VENDORS/MANUFACTURERS]. The same vendor shall supply both the filtration package system and the UV package system. 3. WARRANTY Filtration and UV systems shall include a minimum standard warranty of 12 months from start‐ up. 4. PERMITS Supplied equipment shall conform to all state and city regulations, as required. Contractor shall obtain a city plumbing permit. 5. SHOP DRAWINGS AND SUBMITTALS a. Shop drawings for approval: all Products furnished under this section. CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS IRRIGATION WATER TREATMENT 3281‐5‐2 b. Operation and maintenance manuals: filtration system, UV system. c. Other related submittals shall be made to Engineer upon request. 6. SEQUENCING AND SCHEDULING Coordinate start‐up of the treatment system with the Owner’s irrigation service provider. 7. BASIS OF PAYMENT Refer to Section 1200, Measurement and Payment. PRODUCTS 1. FILTRATION SYSTEM a. Provide a complete package filtration system with the following components and functions. i. Filter 1. 25‐micron filter. 2. 316 stainless steel material. 3. Self‐cleaning, screen design using filter effluent flow. 4. Rated for minimum 100 psi. 5. [SIZE]‐inch diameter flanged influent and effluent connection. 6. Bolts, screws, and other external hardware treated for corrosion resistance. b. Backwash i. Automatically triggered by pressure differential and performed while filter is online. Include pressure instrumentation and logic with the system. ii. Backwash cycle length: less than 30 seconds. iii. Backwash supply: the filtered water by means of a solenoid valve that opens at a set pressure differential. iv. Provide a connection for a 1‐inch diameter backwash discharge. v. Discharged through a 1‐inch diameter Schedule 40 PVC pipe to an existing storm sewer manhole. c. Instrumentation i. Include all necessary instrumentation for operation including flow switches or pressure transducers, as needed. d. Alarms i. Controls shut down the pump station and / or related components in the event of the following alarm conditions and illuminates a beacon light: 1. Low discharge pressure. 2. High discharge pressure. 3. High or low voltage, loss of phase, or phase reversal. 4. Low water level. 5. Drive failure, output to drive is not met with corresponding running input for set time delay. Indicates overload, phase imbalance or control fuse. 6. VFD fault and VFD bypass status. 7. High pump temperature. 8. Automatic filter alarm. Filter flush to restore screen psi differential. 9. Control panel power alarm. Loss of control panel low voltage circuit power. 10. Pipe fill alarm. System unable to pressurize. 11. Low inlet pressure. e. Piping i. [SIZE]‐inch diameter Schedule 40 PVC influent and effluent piping connections. ii. Piping as necessary to connect to influent and effluent and associated instrumentation. CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS IRRIGATION WATER TREATMENT 3281‐5‐3 f. Valves i. Provide all isolation valves as necessary for filter operation. g. Provide all materials required for: i. Equipment support: pipe supports bolted to the concrete floor in accordance with equipment and material manufacturer’s recommendations and standard industry practice. 2. UV SYSTEM a. Provide a complete package 254 nm UV system with the following components and functions. i. Design conditions: 1. Minimum dose: 30 mJ/cm2. 2. Minimum transmittance: [PERCENTAGE] % UVT. ii. UV chamber/ housing: 316L stainless steel. iii. Pressure rating: 150 psi. iv. [SIZE]‐inch diameter influent and effluent flanges. v. Minimum system components: reactor, low‐pressure lamps, lamp sleeves, a UV intensity sensor, and temperature sensor. b. Instrumentation i. Provide all necessary instrumentation for operation. ii. Monitoring requirements: 1. Adjacent lamp failure. 2. Multiple lamp failure. 3. Status of each reactor. 4. Status of each lamp. 5. Status of each lamp ballast. 6. Lamp age, or end of lamp life (EOLL) alarm. 7. Low UV transmittance. 8. Low low UV transmittance. 9. Low UV dose. 10. Low low UV dose. 11. Low UV intensity. 12. Low low UV intensity. c. Electrical and controls i. Industrial grade control panel (PLC) and operator interface (OIT) that allows the user to view and modify all pertinent operation parameters. ii. Terminate all off‐skid devices requiring control interface in a junction box. iii. Provide a manual emergency stop button. d. Alarms i. Include alarms in the PLC. ii. Controls shall shut down the system and illuminate an alarm beacon light in the event of the following: 1. Lamp failure/bulb out. 2. Low UV dose or intensity. 3. High temperature. 3. PVC PIPING AND FITTINGS a. Class 200 IPS, SDR 21 ASTM D2241 pipe and fittings for below‐ grade PVC piping. b. Schedule 40 for above‐grade PVC piping. c. Solvent weld joints. d. Adapter flanges and fittings for transition between piping materials. CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS IRRIGATION WATER TREATMENT 3281‐5‐4 e. Support piping per manufacturer recommendations. 4. METER a. Provide water meter to measure treated water flow rate. i. Suitable for non‐potable reuse water. ii. Flow range: 0‐[HIGHER THAN MAX IRRIGATION FLOW RATE] gpm with +/‐ 2% accuracy. iii. [SIZE]‐inch diameter flanged connections. iv. Rated for 150 psi. v. Steel, bronze alloy or cast iron housing with stainless steel trim. vi. Local register, totalizer, and a transmitter, and register in gallons per minute and gallons. vii. Meter manufacturer: [PREFERRED MANUFACTURER] or approved equal. 5. BUTTERFLY VALVE a. [SIZE]‐inch diameter butterfly valve: i. Ductile Iron Body, lug style. ii. BUNA‐N resilient seat. iii. Self‐adjusting stem seal, heavy‐duty non‐corrosive stem bushing. iv. One‐piece stainless steel disc and stem. v. Corrosion resistant coating on body. vi. 150 psi pressure rating. vii. Lever operated. viii. Provide at flushing connection and for treatment system isolation. 6. FLUSHING CONNECTION AND DRAIN a. [SIZE]‐inch diameter cam lock fitting and cap. b. A 0.5‐inch diameter hose bib shall be provided on the influent piping for winterization. 7. HOUSING a. Treatment system shall be enclosed in a lockable secure facility to protect equipment from severe weather or vandalism, and sit on a concrete housekeeping pad. EXECUTION 1. GENERAL a. Coordinate final location of treatment with Owner and Engineer. 2. FILTRATION SYSTEM a. Install screen in accordance with manufacturer’s recommendations. b. Install piping supports as recommended by manufacturer. c. Connect filtration system backwash piping to existing stormwater manhole: i. Excavate as required to expose connection location 24 inches below grade. ii. Core drill oversized hole. iii. Securely grout pipe in place. Verify that pipe discharge is free of grout or other obstructions. iv. Pressure test to [PRESSURE] psi. 3. UV SYSTEM a. Install UV housing and bulbs in accordance with manufacturer’s recommendations. b. Install piping supports as recommended by manufacturer. 4. START‐UP AND COMMISSIONING a. Coordinate start up with irrigation supply pump installation and irrigation system contractor. b. Technical start‐up shall be furnished by the system manufacturer or a qualified certified service agency. c. Technical start‐up procedures include, but are not limited to the following: i. Station start‐up and pressurization. ii. Pressure, flow and programming adjustments. CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS IRRIGATION WATER TREATMENT 3281‐5‐5 iii. Monitoring of complete operational cycle when possible. iv. Customer training and presentation of owner’s manual. 5. TRAINING a. Filtration system manufacturer shall supply a representative for startup and commissioning and one eight (8) hour training. b. UV system manufacturer shall supply a representative for startup and commissioning and one eight (8) hour training. END OF SECTION CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS IRRIGATION WATER TREATMENT 3281‐5‐6 ATTACHMENT A: RECOMMENDED STORMWATER QUALITY SAMPLING PARAMETERS Parameter Total or Dissolved Units Recommendation [1] General Parameters Orthophosphate, as P Dissolved mg/l Typical stormwater quality parameter Alkalinity, total, as CaCO3 NA mg/l Typical stormwater quality parameter Ammonium NA mg/l Irrigation Water Quality Guidelines for Turfgrass Bicarbonates and carbonates NA mg/l Irrigation Water Quality Guidelines for Turfgrass Biochemical Oxygen Demand (5‐day) NA mg/l Typical stormwater quality parameter Chloride NA mg/l Irrigation Water Quality Guidelines for Turfgrass, influences soil quality and turfgrass performance Chlorophyll ‐a, pheophytin‐adjusted NA ug/l Aesthetic impacts to grass from irrigation Electrical conductivity and TDS NA µS/cm Irrigation Water Quality Guidelines for Turfgrass Nitrogen, ammonia, as N NA mg/l Irrigation Water Quality Guidelines for Turfgrass, typical stormwater quality parameter Nitrogen, Nitrate + Nitrite, as N NA mg/l Irrigation Water Quality Guidelines for Turfgrass Nitrogen, Nitrate, as N NA mg/l Irrigation Water Quality Guidelines for Turfgrass Nitrogen, total kjeldahl (TKN) NA mg/l Typical stormwater quality parameter pH NA SU Irrigation Water Quality Guidelines for Turfgrass, influences soil quality and turfgrass performance Phosphorus, total, as P NA mg/l Irrigation Water Quality Guidelines for Turfgrass % Dissolved P NA % Typical stormwater quality parameter Solids, total dissolved NA mg/l Pump suction screen and filtration system (ahead of UV) design Solids, total suspended NA mg/l Pump suction screen and filtration system (ahead of UV) design, typical stormwater quality parameter Sulfur NA mg/l Irrigation Water Quality Guidelines for Turfgrass Turbidity NA NTU Pump suction screen and filtration system (ahead of UV) design, typical stormwater quality parameter % Ultraviolet Transmittance (UVT) NA % Water treatment vendors Microbiological Bacteria, e. Coli NA mpn/ 100ml UV disinfection system design, pollutant of concern related to health Metals Boron Total ug/l Irrigation Water Quality Guidelines for Turfgrass Calcium Total mg/l Irrigation Water Quality Guidelines for Turfgrass Copper Total mg/l Irrigation Water Quality Guidelines for Turfgrass Iron Total ug/l Irrigation Water Quality Guidelines for Turfgrass, aesthetic impacts to grass from irrigation Magnesium Total mg/l Irrigation Water Quality Guidelines for Turfgrass Manganese Total mg/l Irrigation Water Quality Guidelines for Turfgrass Molybdenum Total mg/l Irrigation Water Quality Guidelines for Turfgrass Potassium Total mg/l Irrigation Water Quality Guidelines for Turfgrass Sodium Total mg/l Irrigation Water Quality Guidelines for Turfgrass, influences soil quality and turfgrass performance Zinc Total mg/l Irrigation Water Quality Guidelines for Turfgrass [1] Irrigation Water Quality Guidelines for Turfgrass: https://extension.psu.edu/irrigation‐water‐quality‐guidelines‐for‐ turfgrass‐sites. CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS IRRIGATION PUMP, PIPING, AND APPURTENANCES 3282‐5‐1 SECTION 3282‐5 – IRRIGATION PUMP, PIPING, AND APPURTENANCES Text appearing in yellow is system/application‐specific and should be updated accordingly. SCOPE Under this Section shall be included furnishing all supervision, labor, materials, and equipment required to construct an intake, pump station, and discharge pipe to function as an integral part of stormwater reuse for irrigation, including, but not limited to providing: 1. A package pump station with pump, valves, piping, and appurtenances housed in a lockable weather tight enclosure. 2. A high density polyethylene (HDPE) pump intake pipe with self‐cleaning intake screen, foot valve and floats. 3. A pipe storage container. 4. Buried discharge pipe. 5. Butterfly valve with electric actuator to be installed in irrigation water supply enclosure. 6. Cross connection control between the potable water system and the reuse irrigation system shall be provided meeting Minnesota Department of Health requirements. REFERENCES Section 3281‐5 Irrigation Water Treatment Section 4090‐0 Instrumentation and Controls for Irrigation Water GENERAL REQUIREMENTS 1. SYSTEM DESCRIPTION AND REQUIREMENTS a. The pump system specified in this Section will be an integral part of stormwater reuse for irrigation. The source water for this system is stormwater collected from [RUNOFF COLLECTION AREA DESCRIPTION] and stored in a pond. The pump shall be located above the 100‐year flood elevation of the stormwater pond, and all components of the pump system shall be suitable for suction lift conditions. b. The pump will be controlled by a variable frequency drive (VFD) housed in the treatment building. c. The irrigation system requires [HIGHEST FLOW RATE/IRRIGATION ZONE REQUIREMENT] gallons per minute (gpm) at [PRESSURE REQUIREMENT] pounds per square inch (psi) pressure at the stormwater reuse for irrigation supply connection with the irrigation system. d. The preliminary pump design conditions were developed using assumed headloss through the various system components and backflush requirements for an intake screen (approximately [BACKFLUSH FLOW RATE] gpm). Backflush for the treatment filter was assumed to be intermittent and of short duration; thus, no additional flow was included in the design flow. It is the Contractor’s responsibility to coordinate with the suppliers of the system components to assure that the required pressure is supplied to the irrigation system. e. Preliminary pump design flow: [FLOW RATE] gpm. f. Preliminary pump TDH: [TOTAL DYNAMIC HEAD] feet. g. Maximum suction lift: [SUCTION LIFT] feet. 2. MATERIALS TO BE FURNISHED All material required for the construction shall be furnished by the Contractor and all materials shall be new, of first grade and shall be products reputable manufacturers known to the trade. 3. SHOP DRAWINGS AND SUBMITTALS a. Shop drawings for approval: all Products furnished under this section, excluding guide poles. b. Operation and maintenance manuals: pump, intake screen. c. Other related submittals shall be made to Engineer upon request. 4. SEQUENCING AND SCHEDULING Coordinate start‐up of the pump and intake system with the Owner’s irrigation service provider. CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS IRRIGATION PUMP, PIPING, AND APPURTENANCES 3282‐5‐2 5. PERMITS Supplied equipment shall conform to all state and city regulations, as required. 6. BASIS OF PAYMENT Refer to Section 1200, Measurement and Payment. PRODUCTS 1. PACKAGE IRRIGATION PUMP STATION a. Provide a single‐sourced, complete package irrigation pump station with the following components and functions. i. End‐suction centrifugal pump: 1. All iron construction, ASTM A48 CL30. 2. Enclosed impeller with renewable wear rings. 3. Replaceable stainless steel shaft sleeve. 4. Casing drain with zinc plated steel plug. 5. Threaded or flanged suction and discharge. 6. Close‐coupled, inverter duty rated TEFC motor. a. Non‐overloading over the entire range of the pump curve. b. 1.15 service factor. c. 3Phase/480 VAC/60 Hz. d. Motor controls have been designed based on [HORSEPOWER] HP. Make all modifications required to the system if a different horsepower motor is provided at no additional cost to Owner. 7. Carbon/ceramic/BUNA standard mechanical seals. 8. Corrosion resistant primer and top coating. 9. Bolts, screws, and other external hardware treated for corrosion resistance. 10. Frame‐mounted, bolted securely to slab or skid. ii. Valves 1. Iron or steel body valves, flanged or threaded joints, or wafer style, pressure rated for 150 psi minimum. 2. Check valve: silent check style, heavy duty spring, resilient seat, full‐port. 3. Lug‐style butterfly, resilient seat. 4. Small diameter ball valves, threaded. iii. Pipe 1. Galvanized, ASTM A‐53 Grade B, seamless or ERW carbon steel, standard weight 2. Joints: threaded or flanged as shown on the Drawings and as required to install fittings and valves. a. Flanges: b. 150‐pound Class ANSI B16.5 forged steel, ASTM 105, RF, weld‐neck or slip‐on per ASTMA126 or threaded per ANSI/ASME B1.20.1. c. Bolts: hex head stainless steel. 3. Fittings: ASTM A234, carbon steel, standard weight, threaded ends (3” and smaller). 4. Coating: hot‐dip galvanized inside and outside, conforms to ASTM A123. 5. Provide appropriate restrained transition from galvanized steel to buried PVC to resist thrust forces developed. iv. Provide all materials required for: 1. By‐pass for priming the suction line and pump. 2. Measuring pressure of the intake screen wash system. 3. Adequately supporting and restraining the pipe from thrust forces that may develop. b. Enclosure i. Powder‐coated steel enclosure, color to be selected by Property Owner. ii. Weather‐tight, with gravity ventilation louvers. CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS IRRIGATION PUMP, PIPING, AND APPURTENANCES 3282‐5‐3 iii. Lockable. iv. Suitable for installation on concrete pad as shown on the Drawings. c. See 4090 Instrumentation and Controls for additional requirements. 2. INTAKE PIPE AND APPURTENANCES a. HDPE intake pipe i. DR26, PE4710, ASTM F714, minimum cell classification 445474C per ASTM D3350. ii. Fittings manufactured from same resin as pipe and supplied by pipe manufacturer. iii. Molded flange adapter with stainless steel back‐up ring, high strength, low‐alloy steel bolts and nuts. Full‐face gaskets. iv. If a lower DR pipe is provided, confirm that the higher friction losses resulting from smaller inside diameter does not adversely affect the suction conditions of the pipe. v. Joints: butt‐welded or electrofusion, except as noted below. vi. Provide Victaulic type coupling at location shown in the Drawings to allow for disassembly and storage. b. Self‐cleaning intake screen: i. Self‐cleaning screen design using pressurized flow from the pump discharge. ii. Internal dual rotating jet bars. iii. Rated for minimum [FLOW RATE] gpm intake, [FLOW RATE] gpm backwash flow at [PRESSURE] psi maximum. iv. Materials of construction: 1. 12 mesh stainless steel screen. 2. Galvanized steel screen frame and flange. v. Removable exterior screen drum. vi. In‐line Y‐strainer for backwash line. c. Pipe float(s) i. Impact resistant polyethylene plastic with built in UV inhibitors, galvanized hardware. ii. Split design with molded‐in bolt holes for easy removal and installation. iii. Sized to securely clamp around pipe without slipping. iv. Number and size to be determined by supplier based on system supplied. 3. BACKFLOW PREVENTER a. Cross connection control shall be provided meeting Minnesota Department of Health by either an air gap or a reduced pressure zone (RPZ) valve backflow preventer. b. RPZ valve backflow preventer. i. Double‐check, backflow‐prevention assembly for continuous‐pressure applications unless otherwise indicated. ii. Pressure loss: 5 PSIG, maximum. iii. Body: bronze. iv. End connections: threaded. v. Configuration: designed for horizontal, straight‐through flow. 4. PIPE STORAGE CONTAINER a. Corrugated Polyethylene Pipe (CPEP). b. Bolted or locking end caps. 5. BUTTERFLY VALVE AND ELECTRC ACTUATOR a. Valve i. Body: ductile iron, lug style. ii. BUNA‐N resilient seat. iii. Self‐adjusting stem seal, heavy duty non‐corrosive stem bushing. iv. One‐piece stainless steel disc and stem. v. Corrosion resistant coating on body. vi. 150 psi rated. CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS IRRIGATION PUMP, PIPING, AND APPURTENANCES 3282‐5‐4 b. Electric Actuator i. Provide actuator for worst case valve operating conditions: 1. City water service connection supplies [FLOW RATE] gpm at [PRESSURE] psi. 2. Operation will be at start‐up of irrigation system with 0 psi on the irrigation system side of the valve. 3. Valve is used for full open/close operation, no modulation, intermittent duty. ii. Die‐cast aluminum standard water proof enclosure, UL, NEMA 4. iii. 1 Phase/120 VAC power supply, Class F insulation or better. iv. Standard stainless steel mechanical limit switches. v. Factory set cam adjustment for 90‐degree travel between open and closed positions. vi. Two NPT conduit ports. vii. Manual override handwheel assembly; automatic power cutout when manual override is engaged. viii. Valve position display. ix. Actuator switches pre‐wired to the terminal block. x. Self‐regulating, temperature‐controlled heater. 6. PVC PIPE a. Pressure rated pipe and fittings for below and above grade piping: i. Class 200 IPS, SDR 21 ASTM D2241/ASTM D2672. ii. ASTM D1784 Cell class 12454. b. Solvent weld joints. c. Provide restraint for transition between piping materials. 7. DETECTABLE WARNING TAPE a. 2‐inch wide, 5‐mil tape with aluminum backing for detection by non‐ferrous locator. b. Blue in color, message in black letters “Caution Buried Water Line Below”. 8. PRESSURE RELIEF VALVE AND VALVE BOX a. High strength cast aluminum with stainless steel shaft, tempered steel spring and Teflon seal and bushing. b. Factory set for a pressure range of [PRESSURE RANGE] psi. c. Provide valve box with locking lid suitable for use with pressure relief valve. 9. SOURCE QUALITY CONTROL a. Provide products that are readily available manufacturer’s standard models. b. Provide products of the same type, but different diameter or size, from the same manufacturer. c. Provide package pump station and appurtenances assembled by a single supplier, ready to install in the field. EXECUTION 1. GENERAL a. Coordinate final location of pump station with Owner and Engineer. 2. INTAKE PIPE AND APPURTENANCES a. Install intake screen and backwash line in accordance with manufacturer’s recommendations. b. HDPE Pipe joints i. Use fully‐trained and experienced technicians to perform field fusion of HDPE pipe. If requested by Owner or Engineer, provide documentation of technician qualifications prior to mobilizing equipment and crews for execution of the Work. ii. Butt fuse HDPE pipe in accordance with applicable portions of ASTM F2620 and PPI TR‐33. iii. Butt fuse HDPE fittings in accordance with applicable portions of ASTM D3261 and PPI TR‐ 33. iv. If permitted, make electrofusion joints strictly in accordance with manufacturer’s CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS IRRIGATION PUMP, PIPING, AND APPURTENANCES 3282‐5‐5 recommendations. c. Provide flanged joints as shown on the Drawings and as required to allow disassembly and storage of pipe sections in the storage container. d. Locate pipe anchor to assure that there is no strain on the elbow. e. Assemble pipe to be vacuum tight. 3. BACKFLOW PREVENTER a. Install backflow preventer in the location shown within the irrigation box. 4. PUMP STATION a. Install pump station oriented to minimize the need for fittings as shown on the Drawings. b. Coordinate with electrical and structural for sequencing of skid installation. c. Install all associated components to provide a fully functioning irrigation pumping system. 5. BURIED PIPE INSTALLATION a. Solvent weld PVC pipe joints using a two‐step process with primer conforming to ASTM F656 and solvent cement conforming to ASTM D2564, and in accordance with manufacturer’s recommendations. b. Prepare trench and install buried pipe in accordance with ASTM D2774 and ASTM F1668, and in strict accordance with manufacturer’s recommendations. c. Install warning tape 18‐inches below grade above the pipe. d. Coordinate with structural for location of pipe through slab penetrations. Wrap PVC pipe that is cast in the slab with expansion joint material to prevent bonding of pipe to concrete. e. Connect pipe to appurtenances and fittings in accordance with ASTM D2774. Provide restraint for buried fittings subject to thrust forces. f. Connect to irrigation system pipe as shown on the Drawings. g. Install pressure relief valve in accordance with manufacturer’s recommendations. Provide all fittings and materials required for installation. h. Install valve box and drainage gravel as shown on the Drawings. 6. FLUSHING AND TESTING a. Fully flush pipes before connection to intake screen and connection to irrigation system. b. Hydrostatic pressure test the installed buried pipe prior to connection to irrigation pipe in accordance ASTM F1668 and ASTM D2774 with irrigation system test pressure at minimum 150 psi at the pump. c. Hydrostatic pressure test HDPE intake pipe in accordance with ASTM F2164 and manufacturer’s recommendations with 25 psi test pressure. 7. BUTTERFLY VALVE/IRRIGATION CONNECTION MODIFICATIONS a. Install butterfly valve with electrical actuator in the location shown within the irrigation box. b. See electrical for information about electrical connections to be made by Property Owner’s irrigation service provider. c. Verify that joints are watertight by pressurizing reconfigured piping with City water. Coordinate with irrigation service provider for location of irrigation isolation valve to use for test. 8. FIELD QUALITY CONTROL a. Establish and maintain quality control procedures for the Work under this Section. b. Maintain records of pressure testing and location of buried fittings. END OF SECTION CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS INSTRUMENTATION AND CONTROLS FOR IRRIGATION WATER 4090‐0‐1 SECTION 4090‐0(1) – INSTRUMENTATION AND CONTROLS FOR IRRIGATION WATER Text appearing in yellow is system/application‐specific and should be updated accordingly. SCOPE Under this Section shall be included furnishing all supervision, labor, materials, and equipment required for irrigation pumping system process instrumentation and control system. REFERENCES Section 3282‐5 Irrigation Pump, Piping and Appurtenances GENERAL REQUIREMENTS 1. SYSTEM DESCRIPTION AND REQUIREMENTS a. It is the intent of the Contract Documents that all equipment specified in this Section of the specification be supplied by a single‐source supplier ("Controls Supplier") except as specifically indicated. Contractor, along with the Controls Supplier, shall assume full responsibility for furnishing, installing and start‐up procedures to make the system operate per the intent of the Contract Documents. b. The work specified in this Section includes furnishing, installing, start‐up, testing and adjusting of all required equipment, including instruments, equipment, hardware, software, wiring, accessory equipment, and training to provide a completely operational process instrumentation and control system. c. It shall be the responsibility of Contractor (along with the Controls Supplier) to furnish a complete and fully operating system. Contractor shall be responsible for all details that may be necessary to properly install, adjust and place in operation the complete installation. Contractor shall assume full responsibility for additional costs which may result from unauthorized deviations from the Contract Documents. 2. QUALITY ASSURANANCE a. The instrumentation and control system Supplier (or "Controls Supplier"), as a business entity, shall have a minimum of 5 years of experience in the assembly, installation, repair, and maintenance of irrigation control systems. Substitution of individual experience in lieu of the required business experience shall not be allowed. b. The Controls Supplier shall maintain a minimum $1,000,000 product liability insurance policy. c. The Controls Supplier must maintain and operate a panel shop with both UL‐508 labels. d. The Supplier shall modify or supplement the Supplier's "standard products" to meet these specifications. Standard products of a particular Supplier that do not meet the functional and technical requirements of the specification are not acceptable. e. The Supplier shall have a minimum of two (2) full‐time qualified, trained service personnel on staff who are capable of maintaining, adjusting, troubleshooting, and programming the system. f. The Supplier shall be capable of offering an extended service contract after completion of the warranty period. g. Supplier shall design, engineer, assemble, program, test, and support the system using its own facilities and employees. h. Supplier shall produce all project drawings using computer‐aided drafting. 3. SHOP DRAWINGS AND SUBMITTALS a. Four sets of all documents including: i. Data sheets for all equipment and components indicated on the Drawings and specified under “PRODUCTS” in this Section. ii. Software packages including complete description of features and capabilities. b. Four sets Shop Drawings in conformance with Division 1 and including: i. Panel drawings including system schematic drawings, terminal numbering, wire numbering, CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS INSTRUMENTATION AND CONTROLS FOR IRRIGATION WATER 4090‐0‐2 component schematic drawings, dimension drawings, layout drawing and nameplate schedule. ii. Overall system diagram showing all components, converters, cables, and connectors. iii. Programmable Logic Controller (PLC) programs in ladder format. Include verbal description of each rung's function. Assign point numbers to all inputs and outputs, and show point numbering in PLC program. iv. Proposed operator interface unit graphic displays. Submit “rough” or hand‐drawn copies prior to programming. v. Provide modifications as requested by the Owner. c. Operation and Maintenance data (four sets) in conformance with Division 1 and including: i. Panel equipment, field devices and instruments, including "as‐built" system schematics. ii. Complete software documentation including programming information and operator's guides. Include hard copies of all operator interface unit graphic screens. iii. Point lists for all PLC inputs/outputs. Identify point number (tag), point description, point type, range in engineering units (if analog point), PLC number, rack and slot number, and point address. iv. One of the four sets of operation and maintenance manuals will be titled “Owner’s Copy” and it will, in addition to the above items, contain original manufacturers’ manuals for all products provided in the panel. d. Start‐up report from systems supplier per requirements of Division 1. e. Spare equipment lists ‐ provide a list of recommended spare parts and equipment that is considered crucial to the operation of the system. Include list of prices for each item. f. All submittals shall be bound in 3‐ring binders with labeled tabs separating sections. 4. TESTING AGENCY CERTIFICATION a. All new panels and subpanels furnished under this Section shall be constructed in accordance with Underwriter's Laboratories (UL) Standard 508 ‐ "Industrial Control Equipment”. b. Each panel and subpanel shall be shop‐inspected by UL or constructed in a UL‐recognized facility. Each completed panel shall bear a serialized UL label indicating acceptance under Standards 508. 5. FUNCTIONAL DESCRIPTIONS – GENERAL a. General i. Functional descriptions define how each portion of the instrumentation and control system is to operate. The descriptions, in conjunction with the drawings and the minimum technical requirements for products as described under “PRODUCTS” in this Section, define the minimum requirements for the installation. ii. It is the intent of this specification that all products used to meet the functional descriptions shall be those specified under “PRODUCTS” in this Section. iii. Interface devices, buffer amplifiers, control relays and other components required by Contractor to cause the system to function in accordance with the functional descriptions and schematic drawings shall be considered incidental to the project. Contractor shall show such devices and define them in detail during the shop drawing review to confirm that it understands the requirements of the design. b. System Overview i. Contractor shall furnish and install a complete process instrumentation and control system including field instruments, control panel, programmable logic controller (PLC), and panelview installed in the control panel as specified. ii. All system control logic shall reside in the PLC. iii. PLC and control panel components shall be backed by an uninterruptible power supply (UPS). The control panel shall implement a control relay logic circuit that allows the UPS to be removed from the control panel circuiting and automatically provides the controls with bypass power. Additionally, this relay shall provide relay contact indication to the PLC that indicates a UPS failure. c. Control Panels ‐ General i. Furnish and install equipment, components and programmable logic controllers (PLCs) as CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS INSTRUMENTATION AND CONTROLS FOR IRRIGATION WATER 4090‐0‐3 indicated. Equip each PLC with inputs and outputs as indicated, plus 10% live spares of each signal type. Provide each PLC with a rack having enough empty slots for addition of more input/output modules at each PLC as indicated on Drawings. d. Status Indication and Alarms i. Run and fail lights shall be provided for the irrigation pump system. ii. An alarm system shall be incorporated in the control panel and shall send a common alarm signal to an outdoor red light. e. Operator Interface Terminal i. Panel shall contain an operator interface terminal (“OIT”, i.e. – Allen Bradley Panelview) for observing and changing data within the PLC. The unit shall be programmed so the operator can display and manipulate all control setpoints. ii. Provide graphic screens, prompts, and messages as described in this Specification. All operator interaction with the operator interface shall use screen menu selection and fill‐ in‐the‐blanks techniques so that the operator is not required to know special codes, register numbers, etc. iii. The operator interface shall have a screen to display all current alarms in detail. When an alarm occurs, display the alarm description and time of occurrence. iv. Permit the operator to acknowledge alarms at the operator interface. When an alarm is acknowledged, indicate the time and date of acknowledgment. f. Equipment “Fail” Alarms i. Where a PLC calls for an equipment item to operate, the PLC shall monitor the associated equipment “RUNNING” contacts. If a RUNNING signal is not returned after five seconds (adjustable), then generate a descriptive alarm point. g. Analog Value Alarms i. For all analog values, allow the operator to establish “HIGH” and “LOW” alarm setpoints. Provide adjustable time delay on each setpoint. If the analog value goes out of the setpoint range for a period in excess of the time delay, then generate a descriptive alarm point. h. Miscellaneous Status and Alarm Points i. The Drawings show several miscellaneous status and alarm points that are not specifically described in these functional descriptions. Graphic screens shall include all of the status information that is available. Alarms shall be developed for each of the alarm points that are available. i. Variable Frequency Drives (VFDs) i. Where variable frequency drives are controlled by the PLC, allow the operator to set maximum and minimum motor speeds. Alarm if a closed‐loop setpoint is not maintainable within the motor maximum and minimum speeds. Coordinate with the motor supplier the minimum allowable speed. ii. Monitor VFD alarm contacts. Generate associated alarm. iii. Monitor and indicate motor speed. Alarm if motor speed running does not agree with the motor speed called while drive is in any Auto mode. 6. FUNCTIONAL DESCRIPTION – PUMPING SYSTEM a. Pond Level Measurement i. Furnish and install pump supplier’s preferred level measurement instruments (float switch and/or level transmitter), as indicated on the Drawings. Assign to an input in the PLC. ii. When applicable, furnish and install a PVC stilling well with perforated sides, a perforated bottom cap. Secure stilling well to structure using stainless steel hardware as required. The stilling well diameter shall be sufficient to allow the float switch to operate without obstructions. Installation shall allow easy removal at the end of the irrigation season and setup at the beginning of each irrigation season. iii. Confirm elevation setpoint of installation during construction. b. Irrigation pump i. The pump is driven by a variable speed drive (VFD). The VFD front panel includes the following operator interface devices: CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS INSTRUMENTATION AND CONTROLS FOR IRRIGATION WATER 4090‐0‐4 1. Run indicator light (green) 2. Pump fail alarm indicator light (red) 3. Pump elapsed‐time meter 4. Pump “hand‐off‐auto” (HOA) selector switch 5. Pump local speed‐control 6. Current transformers (CTs) for motor current indication. ii. Input motor thermoswitch into PLC. iii. Provide two modes of control for the pump as described further below; “HAND” and “AUTO”. The control status shall be indicated on the OIT. Control mode shall be configurable at the pump station OIT only. iv. HAND: Generally used for maintenance and troubleshooting purposes only. 1. The selector switch in “hand” or “off” position disables control from the Pumping System Control Panel. 2. With the pump switch placed in the hand position, the VFD will start and run the pump at the configured minimum speed. Pump speed may be modulated via the VFD front panel. v. AUTO: This control mode shall be initiated for the first time of the season at the pump station OIT once the irrigation system has been maintained for use. Thereafter it shall be in “automatic” until such time as it is deactivated at the OIT. PLC shall automatically control operation of the pump based on system pressure. 1. Allow the operator to establish ascending setpoints as follows: a. Low Pressure Alarm b. High Pressure Alarm 2. The pump shall be enabled once the following occurs: a. PLC detects sufficient pond level via float switch b. PLC detects a remote “RUN” signal from the irrigation controller. vi. PLC shall contain a proportional control loop that will vary pump speed to maintain system pressure between “Minimum Speed” setpoint and the “Maximum Speed” setpoint. vii. Monitor the associated inputs, as indicated on the Drawings, in Submittals, or as recommended by the Supplier. If any of the alarms occur, generate an alarm condition and stop the associated pump. c. Pumping System – General i. Allow the operator to manually select the source of irrigation water: 1. Re‐use System – Normal operation, as described in these specifications. 2. City Water Supply – The PLC shall send an “enable” signal to the irrigation controller. Under this mode, the re‐use shall be disabled. d. Pumping System Alarms – in addition to alarms indicated above, provide the following specific alarms: i. The following alarms will shut down its associated pump, generate an alarm, and require a reset at the station OIT after the fault is cleared: 1. Pump high motor temperature. 2. Pump VFD fail. ii. The following pump alarms and associated pump station alarms will generate an alarm and engage the alarm beacon, but not shut down the pumps or require a reset: 1. Pond low level. 2. PLC control panel UPS fail. 3. Pump station door intrusion (unless over‐ridden by momentary pushbutton). 7. PERMITS Supplied equipment shall conform to all state and city regulations, as required. 8. BASIS OF PAYMENT Refer to Section XXX‐X, Measurement and Payment. PRODUCTS 1. CONTROL PANEL FABRICATION – GENERAL a. Enclosures for outdoor control panels shall meet the following minimum requirements: CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS INSTRUMENTATION AND CONTROLS FOR IRRIGATION WATER 4090‐0‐5 i. Stainless steel frame, stainless steel panels, NEMA 3R, unless otherwise specified. ii. Panels shall be flanged, corners welded and ground smooth. iii. Panel shall stand on 18” tall 316 stainless steel legs with louvered skirt with bug screen to cover conduits. Conduits shall enter panel through ventilated skirt area. iv. All inside and exterior surfaces treated to prevent oxidation and painted. White on interior, manufacturer's standard color on exterior. v. The enclosure shall contain an interior sub‐panel for mounting all control components and the enclosure shall be sufficiently large to accept all control components without crowding. The panel shall be of not less than 12 gauge type 304 stainless steel with continuously welded seams. The enclosure shall contain door and panel stiffeners as required. The front doors shall have a rolled lip and the door flanged and the corners ground smooth. All enclosure welding seams shall also be ground smooth. vi. The doors shall be fastened to the enclosure with a continuous type stainless steel piano hinge and locking three‐point minimum, stainless steel hardware and padlockable handle. The inside of the door shall contain data pockets. The sub‐panel shall be painted white. vii. Enclosure shall have full‐height dead‐front inner 12 gauge carbon steel hinged doors that house all front‐panel components including switches, indicating lights, running time meters, overload reset pushbuttons, and other controls that require operator access. viii. Circuit breakers shall be operable from the inner‐door. ix. The enclosure shall have thermostatically‐controlled heaters to prevent condensation and freezing within the enclosure and per the recommendations of the Supplier. x. Insulated with 1” cell foam insulation. Insulation shall be mechanically secured. xi. Panel shall include a 3‐phase power monitor for monitoring incoming 3 phase power. Phase monitor shall be Time Mark C2644, or approved equal. b. Label components per shop drawings. i. Engraved labels attached with screws. c. All wiring terminated on barrier‐type terminal strips. Terminal strips shall be labeled with engraved plastic labels. i. Labels shall be attached with two‐part epoxy adhesive. ii. 600‐volt terminal strips. iii. Ring or spade type crimp connectors. iv. Wiring laced using plastic wire ties and plastic wiring troughs. v. Wiring held down with straps attached to enclosure with screws. vi. Separate power, control and signal conductors. vii. Power wiring: #14 AWG, stranded, 600V copper minimum. viii. Control wiring: #18 AWG, stranded, 600V copper minimum. ix. Signal wiring: shielded, 300V, copper minimum. See Section 16100. x. Provide 15 amp, 10000 AIC breaker on power circuits using #14 wire. xi. Connections to instruments via terminal strip or connectors. Soldering wires to terminal strips not acceptable. d. Tag all wires at each end with wire number matching shop drawings. e. Electrical Service i. Electrical service will be 60 amp, 480volts, 3‐phase, 60 Hz supplied from the local electric utility, [ELECTRIC UTILITY COMPANY NAME]. Coordinate the installation of a new electrical service with the local electric utility. ii. The project developer, [COMPANY NAME], shall initiate the service request and maintain ownership of the service until it can be passed to [HOMEOWNERS ASSOCIATION NAME] iii. Include main circuit breaker, wire bending space and barriers as required by NEC and UL standards. 2. PROGRAMMABLE LOGIC CONTROLLER (PLC) a. Programmable logic controller capable of performing relay logic, timing, counting, sequencing, mathematical, proportional‐integral‐derivative (PID) control, and other functions as required by the functional descriptions in this Section. Provide complete unit with rack, power supply, modules, cables and connectors. CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS INSTRUMENTATION AND CONTROLS FOR IRRIGATION WATER 4090‐0‐6 b. Auto start‐up after power failure. Retain program and setpoints so that system starts automatically when power is restored. c. Provide live digital and analog inputs/outputs as indicated on Drawings and in this specification, plus live spares and extra slots as specified under “GENERAL REQUIREMENTS” in this Section. d. I/O Requirements i. Digital inputs 1. Optically‐isolated input rated to withstand up to 1500 VAC transients. 2. Voltage as indicated, ±10%. 3. Maximum of sixteen (16) input points per common neutral. 4. LED indicator. ii. Digital outputs 1. Voltage as indicated. 2. Capable of continuously driving up to 0.5 amp load. 3. LED indicator. iii. Analog inputs 1. Field selectable 4‐20mAdc or 1‐5 VDC input on each channel. 2. 16‐bit analog‐to‐digital conversion having overall accuracy of +_ 0.75% of full scale or better. 3. 250 ohm input impedance (on 4‐20 mA input). 4. 1 Megohm input impedance (on 1‐5 VDC input). iv. Analog outputs 1. 0 to 20mAdc range. Nominal span of 4‐20mAdc. 2. Digital‐to‐analog conversion having overall accuracy of +_ 0.75% of full scale or better. 3. Capable of driving up to 750 ohm load. e. Programmable in ladder logic using IBM‐compatible computer as described in the functional descriptions in this Section. Provide programming software that is a standard product of the PLC manufacturer. Software shall allow on‐line program editing without interrupting PLC operation. Software shall have an advanced instruction set including timing, sequencing, relay logic, closed‐ loop PID control, mathematical, trigonometric, Boolean, floating‐point and integer calculations, and time and event‐based interrupts. f. PLCs shall have ethernet ports and RS‐232 serial ports to allow communication between system components, all as described in the functional descriptions in this Section. Provide all required interface modules and converters. g. Environmental i. Operating temperature ‐ 0o to 50oC. ii. Humidity ‐ 0 to 95% (non‐condensing). iii. Noise immunity ‐ comply with NEMA ICS‐2‐230. h. Manufacturer i. Allen Bradley Micrologix 1400, or approved equal. 3. OPERATOR INTERFACE TERMINAL (OIT) a. Manufacturer i. Allen‐Bradley model Panel View Plus Touch OIT, or approved equal. 4. VARIABLE FREQUENCY DRIVE (VFD) a. Variable frequency drive (VFD) unit shall be pulse‐width modulated (PWM) type incorporating volts per Hertz control. Unit shall bear the U.L. label and shall be mounted inside the control panel. b. The VFD shall generate a sine‐coded, variable voltage/frequency, three‐phase output for optimum speed control. c. VFD protective features shall include: current limit, auto restart, short circuit protection, input phase loss alarm, electronic motor overload protection and ground fault protection. d. The VFD shall incorporate power loss ride‐through for a minimum of 2 seconds. e. The VFD shall be provided with a push‐button programming display with the following: i. Programmable parameters: CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS INSTRUMENTATION AND CONTROLS FOR IRRIGATION WATER 4090‐0‐7 1. Acceleration and deceleration time. 2. Frequency range. 3. Overload protection – Confirm full‐load rating with motor manufacturer and program VFD to limit speed such that motor is not overloaded. ii. Programmable displays: 1. Frequency. 2. Voltage. 3. Percent load. 4. Percent power. iii. Protection features 1. Over/Under voltage trip. 2. Drive overcurrent trip. 3. Drive overtemp trip. 4. Motor overcurrent trip. 5. Motor overtemp trip (monitor thermal switch in motor). 6. Output ground fault trip. f. Front‐panel Components and Control Configuration: g. Running time meter i. Front‐panel selector switch shall have the following functions: 1. HAND – Start up and run based on keypad settings. 2. OFF – Drive does not operate under any condition. 3. AUTO – Drive runs when remote start contacts are closed (from PLC). Drive speed shall be based on remote 4‐20 mAdc input (from PLC). ii. Generate 4‐20 mAdc isolated signal proportional with drive speed from 0 to 100%. 5. SURGE PROTECTION a. Main surge protective device (SPD) shall meet UL 1449, latest edition, integrated within control panel including breaker bus connection. All units to use thermally protected metal oxide varistor (MOV) as the core technology. SPD shall provide protection between each of 5 modes (4‐wire plus ground) with minimum surge current capacity of 80 kA. Dual‐color LED indicating lights shall be utilized to indicate protection status. i. SPD shall be Cutler Hammer SPD080480Y1K, or approved equal. b. Control System Protection: 120 VAC, 15 Amp rated in‐line device. Listed for protection from ANSI/IEEE C62.41 Category A and B transients. c. 300 V peak clamping voltage. 6. TERMINALS a. NEMA‐style, barrier type, 0.4‐inch spacing, nominal. b. 600V RMS, 55 amp rating. c. UL listed. d. Allen‐Bradley 1492‐CA1 series, or approved equal. e. Terminals for larger power circuits shall be 600 VAC barrier‐type, sized for the conductors. 7. DIRECT CURRENT POWER SUPPLY a. Switching style with 2% maximum point‐to‐point ripple voltage. b. Operating source: 120 VAC, 60 Hz. c. Overcurrent protection with automatic reset. Overvoltage protection with 120% minimum shutdown. d. At initial operation power supply loading shall not exceed 50% of rating under any condition. e. Environmental: Operating Temperature of 14 to 140 deg F, 20 to 90% relative humidity non‐ condensing. f. Convection cooled. g. Din Rail mountable with 10% voltage adjustment on front. h. Idec PS5R series, or approved equal. CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS INSTRUMENTATION AND CONTROLS FOR IRRIGATION WATER 4090‐0‐8 8. CONTROL SWITCHES a. Electronic Circuits i. Selector, momentary pushbutton or momentary selector as required. Positions as required for application. ii. 30 mm, heavy duty, oil‐tight type, contacts as required. iii. Gold flashed contacts; initial resistance, 0.01 ohms; 0.5 amps at 120 VAC, resistive. b. Control Circuits i. Selector, momentary pushbutton, or momentary selector as required. Positions as required for application. ii. 30 mm, heavy duty, oil‐tight type, contacts as required. iii. Contact rating shall conform to NEMA A‐600 designation 9. CONTROL RELAYS AND TIMING a. Plug‐in type with dust cover, socket and locking spring when relay mounted horizontally. b. Coil: continuous operation at 120 VAC +_10% unless shown otherwise. c. Contacts, 3 pole, double throw, minimum. i. 10 amps, make‐break, 120 VAC, resistive. ii. Insulation resistance: 1000 megohms at 500 VDC. iii. Dielectric: 2000 VAC, 60 Hz. d. Operating time i. 35 milliseconds (nominal) energization. ii. 100 milliseconds (nominal) de‐energization. e. Mechanical life: 106 operations. f. Temperature: 0 to 70 degrees C. g. Timing relays shall be of the same manufacturer and series as control relays. Provide electronic timers with range as indicated. 10. INDICATING LIGHTS a. 30 mm, opaque colored lens. b. Press‐to‐test feature. c. Heavy‐duty, oil‐tight. d. NEMA 4 rating. 11. UNINTERRUPTIBLE POWER SUPPLY a. 120 VAC, 60 Hz single‐phase input and output. b. Size at 150% of connected panel load, or 900 VA capacity (continuous), whichever is larger, with 5‐minute battery reserve time (at full‐load). c. Continuous on‐line, double‐conversion type that continuous rectifies, stores, re‐creates the 120 VAC sinusoidal output waveform for the load. Include features that allow operation in critical environments and high‐harmonic and/or noisy applications. Include adjustable input voltage parameters so that the input stage will accept low‐quality input power. d. Alarm beacon (provided by Div. 13) shall run off UPS power. e. Control panel shall implement a control relay logic circuit that allows the UPS to be removed from powering the control panel and automatically provides the controls with bypass power. Additionally, this relay logic circuit shall provide a contact closure to the PLC that indicates a UPS failure. f. Powerware, or approved equal. 12. ENCLOSURE HEAT a. Manufactured unit with metal housing with integrated fan and integral thermostat and 0 ‐ 100F adjustable range. b. UL labeled. c. Hoffman “Design‐Aire”, or approved equal. CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS INSTRUMENTATION AND CONTROLS FOR IRRIGATION WATER 4090‐0‐9 13. FLOAT SWITCH a. The float switch shall be self‐weighted. b. The float switch shall consist of an individual switch housed in a sealed, submersible, non‐corroding float device with neoprene jacketed cable to junction box at the top. c. Float Switch i. Polypropylene with encapsulated non‐mercury switch. ii. Contact rating: 3amps, 120VAC resistive. iii. Operating differential: 1 inch, nominal 14. LEVEL TRANSMITTER a. The level transmitter shall monitor level and generate a continuous 4‐20mAdc signal proportional to the level over the selected span. b. Construction: corrosion resistant PVC and stainless steel construction, with stainless steel lifting and mounting hardware. c. Operating Power: 24VDC from control panel. d. Provide cable for installation between transmitter and control panel, via cable junction box. e. Adjustable zero and span. 15. MAGNETIC DOOR INTRUSION SWITCH a. Corrosion resistant hermetically sealed reed switch encapsulated in polyurethane. b. 100 VA, 0.5A contact rating. c. 2.4 inch minimum sensing range, as measured on a non‐ferrous surface. d. Switch shall be factory equipped with a 3‐foot stainless steel length of armored cable. e. Sentrol Industrial 2500 Series, or approved equal. EXECUTION 1. LABELING a. Label all field mounted control devices, instrumentation, switches, etc., with tag number and item description. b. Labels shall be engraved laminated plastic with ¼" high lettering. Labels shall be attached with stainless steel screws to the device or nearby wall. c. Labels for all components as specified above shall also be provided for all control panel internal components. 2. CALIBRATION, ADJUSTING AND TESTING a. Devices requiring field calibration shall be calibrated in the presence of Engineer's representative and documented 3. PROJECT MANAGEMENT a. Supplier shall provide engineering and administrative services necessary to fulfill the requirements of this Specification. b. Supplier shall provide the services of an experienced project manager as the overall coordinator during the course of the project. 4. PROGRAMMING SERVICES a. Program the programmable logic controllers (PLCs) and panelview as required by the functional descriptions. b. Supplier shall be present at one (1) two (2) hour meeting with Engineer and Owner to work out the details of the functional descriptions, prior to final programming. c. Provide HMI screen programming to fulfill the functionality described herein. Provide a minimum of the following separate screen views: i. Pumping System overall ii. Screen dedicated to alarming CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS INSTRUMENTATION AND CONTROLS FOR IRRIGATION WATER 4090‐0‐10 iii. Trend screens showing pond level trending as well as pump on/off/speed trending iv. Up to four (4) additional screens to be determined in consultation with the City d. Provide additional programming during start‐up, training, and callback periods as specified. A minimum of one (1) four (4)‐hour day of follow‐up programming shall be provided, but not less than that required per the intent of the specifications. 5. INSTALLATION AND START‐UP a. Supplier shall provide a skilled programmer/ instrumentation engineer or technician who shall complete troubleshooting and start‐up to place the entire system into satisfactory operation. Engineer or technician shall make the necessary inspection of the completed installation, make the necessary final field adjustments, and make program revisions as required for start‐up. b. Conduct a one‐day demonstration test and demonstrate proper operation of all system features and functions to Owner’s Rep and Engineer. 6. ON‐SITE SERVICES a. In addition to other services specified, provide a competent programmer/instrumentation engineer or technician to perform the following services: i. Software revisions ‐ One (1), four (4) hour days on‐site to make software revisions per Owner and Engineer direction. ii. Training ‐ One (1) non‐consecutive eight (8) hour days on‐site to train Owner's personnel on: iii. Operation and maintenance of all equipment furnished. iv. Panelview software operation and programming including building graphics and modifying tags. b. All on‐site service shall be at times approved by Owner. c. At project completion, Supplier shall certify in writing that all un‐used service hours will be provided at Owner’s request during the first three years of operation. The remaining service hours shall be fulfilled by either a software engineer or field service technician as required by the task requested by Owner, at no cost. 7. CALL‐BACK SERVICES a. In addition to other services specified, provide a competent programmer/instrumentation engineer or technician to return to the project site for one (1) four (4) hour day during the first year of operation. During trip, the supplier's representative shall be prepared to calibrate and check equipment furnished under contract, give training, and make software revisions. b. Call‐back trips shall be at times determined by Owner. 8. SUPPLIES a. Contractor shall provide all expendable items such as lamps, fuses, etc. for system startup, checkout, and during the acceptance test. b. At Final Completion, Contractor shall furnish the following expendable items: i. Twenty (20) percent spare fuses and lamps of each type furnished, but not less than two (2) of each type. 9. SPARE PARTS a. Contractor shall furnish the following spare parts to Owner. Spares shall be delivered in boxes labeled on the outside with manufacturer and part number identified on the box: i. One (1) PLC power supply. ii. One (1) PLC processor module. iii. One (1) each of every type of PLC analog and digital input and output module used on project. iv. One (1) DC power supply (as used in control panels). v. Four (4) each of every type of control relay used in control panels. END OF SECTION CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS INSTRUMENTATION AND CONTROLS FOR IRRIGATION WATER TREATMENT 4090‐0‐1 SECTION 4090‐0(2) – INSTRUMENTATION AND CONTROLS FOR IRRIGATION WATER TREATMENT Text appearing in yellow is system/application‐specific and should be updated accordingly. SCOPE Under this Section shall be included furnishing all supervision, labor, materials, and equipment required for irrigation treatment system process instrumentation and control system. REFERENCES Section 3281‐5 Irrigation Water Treatment Section 3282‐5 Irrigation Pump, Piping and Appurtenances GENERAL REQUIREMENTS 1. SYSTEM DESCRIPTION AND REQUIREMENTS a. It is the intent of the Contract Documents that all equipment specified in this Section of the specification be supplied by a single‐source supplier ("Controls Supplier") except as specifically indicated. Contractor, along with the Controls Supplier, shall assume full responsibility for furnishing, installing and start‐up procedures to make the system operate per the intent of the Contract Documents. b. The work specified in this Section includes furnishing, installing, start‐up, testing and adjusting of all required equipment, including instruments, equipment, hardware, software, wiring, accessory equipment, and training to provide a completely operational process instrumentation and control system. c. It shall be the responsibility of Contractor (along with the Controls Supplier) to furnish a complete and fully operating system. Contractor shall be responsible for all details that may be necessary to properly install, adjust and place in operation the complete installation. Contractor shall assume full responsibility for additional costs which may result from unauthorized deviations from the Contract Documents. 2. QUALITY ASSURANANCE a. The instrumentation and control system Supplier (or "Controls Supplier"), as a business entity, shall have a minimum of 5 years of experience in the assembly, installation, repair, and maintenance of irrigation control systems. Substitution of individual experience in lieu of the required business experience shall not be allowed. b. The Controls Supplier shall maintain a minimum $1,000,000 product liability insurance policy. c. The Controls Supplier must maintain and operate a panel shop with both UL‐508 labels. d. The Supplier shall modify or supplement the Supplier's "standard products" to meet these specifications. Standard products of a particular Supplier that do not meet the functional and technical requirements of the specification are not acceptable. e. The Supplier shall have a minimum of two (2) full‐time qualified, trained service personnel on staff who are capable of maintaining, adjusting, troubleshooting, and programming the system. f. The Supplier shall be capable of offering an extended service contract after completion of the warranty period. g. Supplier shall design, engineer, assemble, program, test, and support the system using its own facilities and employees. h. Supplier shall produce all project drawings using computer‐aided drafting. 3. SHOP DRAWINGS AND SUBMITTALS a. Four sets of all documents including: i. Data sheets for all equipment and components indicated on the Drawings and specified under “PRODUCTS” in this Section. CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS INSTRUMENTATION AND CONTROLS FOR IRRIGATION WATER TREATMENT 4090‐0‐2 ii. Software packages including complete description of features and capabilities. b. Four sets Shop Drawings in conformance with Division 1 and including: i. Panel drawings including system schematic drawings, terminal numbering, wire numbering, component schematic drawings, dimension drawings, layout drawing and nameplate schedule. ii. Overall system diagram showing all components, converters, cables, and connectors. iii. Programmable Logic Controller (PLC) programs in ladder format. Include verbal description of each rung's function. Assign point numbers to all inputs and outputs, and show point numbering in PLC program. iv. Proposed operator interface unit graphic displays. Submit “rough” or hand‐drawn copies prior to programming. v. Provide modifications as requested by the Owner. c. Operation and Maintenance data (four sets) in conformance with Division 1 and including: i. Panel equipment, field devices and instruments, including "as‐built" system schematics. ii. Complete software documentation including programming information and operator's guides. Include hard copies of all operator interface unit graphic screens. iii. Point lists for all PLC inputs/outputs. Identify point number (tag), point description, point type, range in engineering units (if analog point), PLC number, rack and slot number, and point address. iv. One of the four sets of operation and maintenance manuals will be titled “Owner’s Copy” and it will, in addition to the above items, contain original manufacturers’ manuals for all products provided in the panel. d. Start‐up report from systems supplier per requirements of Division 1. e. Spare equipment lists ‐ provide a list of recommended spare parts and equipment that is considered crucial to the operation of the system. Include list of prices for each item. f. All submittals shall be bound in 3‐ring binders with labeled tabs separating sections. 4. TESTING AGENCY CERTIFICATION a. All new panels and subpanels furnished under this Section shall be constructed in accordance with Underwriter's Laboratories (UL) Standard 508 ‐ "Industrial Control Equipment”. b. Each panel and subpanel shall be shop‐inspected by UL or constructed in a UL‐recognized facility. Each completed panel shall bear a serialized UL label indicating acceptance under Standards 508. 5. FUNCTIONAL DESCRIPTIONS – GENERAL a. General i. Functional descriptions define how each portion of the instrumentation and control system is to operate. The descriptions, in conjunction with the drawings and the minimum technical requirements for products as described under “PRODUCTS” in this Section, define the minimum requirements for the installation. ii. It is the intent of this specification that all products used to meet the functional descriptions shall be those specified under “PRODUCTS” in this Section. iii. Interface devices, buffer amplifiers, control relays and other components required by Contractor to cause the system to function in accordance with the functional descriptions and schematic drawings shall be considered incidental to the project. Contractor shall show such devices and define them in detail during the shop drawing review to confirm that it understands the requirements of the design. b. System Overview i. Contractor shall furnish and install a complete process instrumentation and control system including field instruments, control panel, programmable logic controller (PLC), and panelview installed in the control panel as specified. ii. All system control logic shall reside in the PLC. iii. PLC and control panel components shall be backed by an uninterruptible power supply (UPS). The control panel shall implement a control relay logic circuit that allows the UPS to be removed from the control panel circuiting and automatically provides the controls with bypass power. Additionally, this relay shall provide relay contact indication to the CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS INSTRUMENTATION AND CONTROLS FOR IRRIGATION WATER TREATMENT 4090‐0‐3 PLC that indicates a UPS failure. c. Control Panels ‐ General i. Furnish and install equipment, components and programmable logic controllers (PLCs) as indicated. Equip each PLC with inputs and outputs as indicated, plus 10% live spares of each signal type. Provide each PLC with a rack having enough empty slots for addition of more input/output modules at each PLC as indicated on Drawings. d. Status Indication and Alarms i. Run and fail lights shall be provided for the irrigation pump, filtration system and UV system. ii. An alarm system shall be incorporated in the control panel and shall send a common alarm signal to an outdoor red light. e. Operator Interface Terminal i. Panel shall contain an operator interface terminal (“OIT”, i.e. – Allen Bradley Panelview) for observing and changing data within the PLC. The unit shall be programmed so the operator can display and manipulate all control setpoints. ii. Provide graphic screens, prompts, and messages as described in this Specification. All operator interaction with the operator interface shall use screen menu selection and fill‐ in‐the‐blanks techniques so that the operator is not required to know special codes, register numbers, etc. iii. The operator interface shall have a screen to display all current alarms in detail. When an alarm occurs, display the alarm description and time of occurrence. iv. Permit the operator to acknowledge alarms at the operator interface. When an alarm is acknowledged, indicate the time and date of acknowledgment. f. Equipment “Fail” Alarms i. Where a PLC calls for an equipment item to operate, the PLC shall monitor the associated equipment “RUNNING” contacts. If a RUNNING signal is not returned after five seconds (adjustable), then generate a descriptive alarm point. g. Analog Value Alarms i. For all analog values, allow the operator to establish “HIGH” and “LOW” alarm setpoints. Provide adjustable time delay on each setpoint. If the analog value goes out of the setpoint range for a period in excess of the time delay, then generate a descriptive alarm point. h. Miscellaneous Status and Alarm Points i. The Drawings show several miscellaneous status and alarm points that are not specifically described in these functional descriptions. Graphic screens shall include all of the status information that is available. Alarms shall be developed for each of the alarm points that are available. i. Variable Frequency Drives (VFDs) i. Where variable frequency drives are controlled by the PLC, allow the operator to set maximum and minimum motor speeds. Alarm if a closed‐loop setpoint is not maintainable within the motor maximum and minimum speeds. Coordinate with the motor supplier the minimum allowable speed. ii. Monitor VFD alarm contacts. Generate associated alarm. iii. Monitor and indicate motor speed. Alarm if motor speed running does not agree with the motor speed called while drive is in any Auto mode. 6. FUNCTIONAL DESCRIPTION – TREATMENT AND PUMPING SYSTEM a. Pond Level Measurement i. Furnish and install pump supplier’s preferred level measurement instruments (float switch and/or level transmitter), as indicated on the Drawings. Assign to an input in the PLC. ii. When applicable, furnish and install a PVC stilling well with perforated sides, a perforated bottom cap. Secure stilling well to structure using stainless steel hardware as required. The stilling well diameter shall be sufficient to allow the float switch to operate without obstructions. Installation shall allow easy removal at the end of the irrigation season and setup at the beginning of each irrigation season. CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS INSTRUMENTATION AND CONTROLS FOR IRRIGATION WATER TREATMENT 4090‐0‐4 iii. Confirm elevation setpoint of installation during construction. b. Irrigation pump i. The pump is driven by a variable speed drive (VFD). The VFD front panel includes the following operator interface devices: 1. Run indicator light (green) 2. Pump fail alarm indicator light (red) 3. Pump elapsed‐time meter 4. Pump “hand‐off‐auto” (HOA) selector switch 5. Pump local speed‐control 6. Current transformers (CTs) for motor current indication. ii. Input motor thermoswitch into PLC. iii. Provide two modes of control for the pump as described further below; “HAND” and “AUTO”. The control status shall be indicated on the OIT. Control mode shall be configurable at the pump station OIT only. iv. HAND: Generally used for maintenance and troubleshooting purposes only. 1. The selector switch in “hand” or “off” position disables control from the Treatment System Control Panel. 2. With the pump switch placed in the hand position, the VFD will start and run the pump at the configured minimum speed. Pump speed may be modulated via the VFD front panel. v. AUTO: This control mode shall be initiated for the first time of the season at the pump station OIT once the irrigation system has been maintained for use. Thereafter it shall be in “automatic” until such time as it is deactivated at the OIT. PLC shall automatically control operation of the pump based on system pressure. 1. Allow the operator to establish ascending setpoints as follows: a. Low Pressure Alarm b. High Pressure Alarm 2. The pump shall be enabled once the following occurs: a. PLC detects sufficient pond level via float switch b. PLC detects a remote “RUN” signal from the irrigation controller. c. PLC detects UV System “RUNNING” signal. vi. PLC shall contain a proportional control loop that will vary pump speed to maintain system pressure between “Minimum Speed” setpoint and the “Maximum Speed” setpoint. vii. Monitor the associated inputs, as indicated on the Drawings, in Submittals, or as recommended by the Supplier. If any of the alarms occur, generate an alarm condition and stop the associated pump. c. Treatment System – General i. Allow the operator to manually select the source of irrigation water: 1. Re‐use System – Normal operation, as described in these specifications. 2. City Water Supply – The PLC shall send an “enable” signal to the irrigation controller. Under this mode, the re‐use and treatment system shall be disabled. d. Filtration System i. Monitor available points from Filtration System, review available points with Filtration System submittals. Generate alarms specified in Section 3281‐5. e. UV Disinfection System i. Monitor available points and generate alarms from UV System as specified in Section 32 81 05. ii. UV System “warm‐up” shall be initiated by a signal received from the Irrigation Control Box, calling for the irrigation system to begin. Provide an adjustable software timer, via the OIT, for the operator to select the duration of UV System “warm‐up”. Once the warm‐up is complete, the Treatment System will be enabled. f. Treatment System Alarms – in addition to alarms indicated above, provide the following specific alarms: i. The following alarms will shut down its associated pump, generate an alarm, and require a reset at the station OIT after the fault is cleared: CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS INSTRUMENTATION AND CONTROLS FOR IRRIGATION WATER TREATMENT 4090‐0‐5 1. Pump high motor temperature. 2. Pump VFD fail. 3. Filtration System fail. 4. UV System fail. ii. The following pump alarms and associated pump station alarms will generate an alarm and engage the alarm beacon, but not shut down the pumps or require a reset: 1. Pond low level. 2. PLC control panel UPS fail. 3. Pump station door intrusion (unless over‐ridden by momentary pushbutton). 7. PERMITS Supplied equipment shall conform to all state and city regulations, as required. 8. BASIS OF PAYMENT Refer to Section XXX‐X, Measurement and Payment. PRODUCTS 1. CONTROL PANEL FABRICATION – GENERAL a. Enclosures for indoor control panels shall meet the following minimum requirements: i. Steel frame, steel panels, NEMA 12, unless otherwise specified. ii. Panels shall be flanged, corners welded and ground smooth. iii. All inside and exterior surfaces treated to prevent oxidation and painted. White on interior, manufacturer's standard color on exterior. iv. The enclosure shall contain an interior sub‐panel for mounting all control components and the enclosure shall be sufficiently large to accept all control components without crowding. The panel shall be of not less than 12 gauge type 304 stainless steel with continuously welded seams. The enclosure shall contain door and panel stiffeners as required. The front doors shall have a rolled lip and the door flanged and the corners ground smooth. All enclosure welding seams shall also be ground smooth. v. The doors shall be fastened to the enclosure with a continuous type stainless steel piano hinge and locking three‐point minimum, stainless steel hardware. The inside of the door shall contain data pockets. The sub‐panel shall be painted white. vi. Enclosure shall have full‐height dead‐front inner 12 gauge carbon steel hinged doors that house all front‐panel components including switches, indicating lights, running time meters, overload reset pushbuttons, and other controls that require operator access. vii. Circuit breakers shall be operable from the inner‐door. viii. The enclosure shall have thermostatically‐controlled heaters to prevent condensation and freezing within the enclosure and per the recommendations of the Supplier. ix. Insulated with ½” cell foam insulation. Insulation shall be mechanically secured. x. Panel shall include a 3‐phase power monitor for monitoring incoming 3 phase power. Phase monitor shall be Time Mark C2644, or approved equal. b. Label components per shop drawings. i. Engraved labels attached with screws. c. All wiring terminated on barrier‐type terminal strips. Terminal strips shall be labeled with engraved plastic labels. i. Labels shall be attached with two‐part epoxy adhesive. ii. 600‐volt terminal strips. iii. Ring or spade type crimp connectors. iv. Wiring laced using plastic wire ties and plastic wiring troughs. v. Wiring held down with straps attached to enclosure with screws. vi. Separate power, control and signal conductors. vii. Power wiring: #14 AWG, stranded, 600V copper minimum. viii. Control wiring: #18 AWG, stranded, 600V copper minimum. ix. Signal wiring: shielded, 300V, copper minimum. See Section 16100. x. Provide 15 amp, 10000 AIC breaker on power circuits using #14 wire. xi. Connections to instruments via terminal strip or connectors. Soldering wires to terminal strips not acceptable. CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS INSTRUMENTATION AND CONTROLS FOR IRRIGATION WATER TREATMENT 4090‐0‐6 d. Tag all wires at each end with wire number matching shop drawings. e. Electrical Service i. Electrical service will be 60 amp, 480volts, 3‐phase, 60 Hz supplied from the local electric utility, [ELECTRIC UTILITY COMPANY NAME]. Coordinate the installation of a new electrical service with the local electric utility. ii. The project developer, [COMPANY NAME], shall initiate the service request and maintain ownership of the service until it can be passed to [HOMEOWNERS ASSOCIATION NAME] iii. Include main circuit breaker, wire bending space and barriers as required by NEC and UL standards. 2. PROGRAMMABLE LOGIC CONTROLLER (PLC) a. Programmable logic controller capable of performing relay logic, timing, counting, sequencing, mathematical, proportional‐integral‐derivative (PID) control, and other functions as required by the functional descriptions in this Section. Provide complete unit with rack, power supply, modules, cables and connectors. b. Auto start‐up after power failure. Retain program and setpoints so that system starts automatically when power is restored. c. Provide live digital and analog inputs/outputs as indicated on Drawings and in this specification, plus live spares and extra slots as specified under “GENERAL REQUIREMENTS” in this Section. d. I/O Requirements i. Digital inputs 1. Optically‐isolated input rated to withstand up to 1500 VAC transients. 2. Voltage as indicated, ±10%. 3. Maximum of sixteen (16) input points per common neutral. 4. LED indicator. ii. Digital outputs 1. Voltage as indicated. 2. Capable of continuously driving up to 0.5 amp load. 3. LED indicator. iii. Analog inputs 1. Field selectable 4‐20mAdc or 1‐5 VDC input on each channel. 2. 16‐bit analog‐to‐digital conversion having overall accuracy of +_ 0.75% of full scale or better. 3. 250 ohm input impedance (on 4‐20 mA input). 4. 1 Megohm input impedance (on 1‐5 VDC input). iv. Analog outputs 1. 0 to 20mAdc range. Nominal span of 4‐20mAdc. 2. Digital‐to‐analog conversion having overall accuracy of +_ 0.75% of full scale or better. 3. Capable of driving up to 750 ohm load. e. Programmable in ladder logic using IBM‐compatible computer as described in the functional descriptions in this Section. Provide programming software that is a standard product of the PLC manufacturer. Software shall allow on‐line program editing without interrupting PLC operation. Software shall have an advanced instruction set including timing, sequencing, relay logic, closed‐ loop PID control, mathematical, trigonometric, Boolean, floating‐point and integer calculations, and time and event‐based interrupts. f. PLCs shall have ethernet ports and RS‐232 serial ports to allow communication between system components, all as described in the functional descriptions in this Section. Provide all required interface modules and converters. g. Environmental i. Operating temperature ‐ 0o to 50oC. ii. Humidity ‐ 0 to 95% (non‐condensing). iii. Noise immunity ‐ comply with NEMA ICS‐2‐230. h. Manufacturer i. Allen Bradley Micrologix 1400, or approved equal. CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS INSTRUMENTATION AND CONTROLS FOR IRRIGATION WATER TREATMENT 4090‐0‐7 3. OPERATOR INTERFACE TERMINAL (OIT) a. Manufacturer i. Allen‐Bradley model Panel View Plus Touch OIT, or approved equal. 4. VARIABLE FREQUENCY DRIVE (VFD) a. Variable frequency drive (VFD) unit shall be pulse‐width modulated (PWM) type incorporating volts per Hertz control. Unit shall bear the U.L. label and shall be mounted inside the control panel. b. The VFD shall generate a sine‐coded, variable voltage/frequency, three‐phase output for optimum speed control. c. VFD protective features shall include: current limit, auto restart, short circuit protection, input phase loss alarm, electronic motor overload protection and ground fault protection. d. The VFD shall incorporate power loss ride‐through for a minimum of 2 seconds. e. The VFD shall be provided with a push‐button programming display with the following: i. Programmable parameters: 1. Acceleration and deceleration time. 2. Frequency range. 3. Overload protection – Confirm full‐load rating with motor manufacturer and program VFD to limit speed such that motor is not overloaded. ii. Programmable displays: 1. Frequency. 2. Voltage. 3. Percent load. 4. Percent power. iii. Protection features 1. Over/Under voltage trip. 2. Drive overcurrent trip. 3. Drive overtemp trip. 4. Motor overcurrent trip. 5. Motor overtemp trip (monitor thermal switch in motor). 6. Output ground fault trip. f. Front‐panel Components and Control Configuration: g. Running time meter i. Front‐panel selector switch shall have the following functions: 1. HAND – Start up and run based on keypad settings. 2. OFF – Drive does not operate under any condition. 3. AUTO – Drive runs when remote start contacts are closed (from PLC). Drive speed shall be based on remote 4‐20 mAdc input (from PLC). ii. Generate 4‐20 mAdc isolated signal proportional with drive speed from 0 to 100%. 5. SURGE PROTECTION a. Main surge protective device (SPD) shall meet UL 1449, latest edition, integrated within control panel including breaker bus connection. All units to use thermally protected metal oxide varistor (MOV) as the core technology. SPD shall provide protection between each of 5 modes (4‐wire plus ground) with minimum surge current capacity of 80 kA. Dual‐color LED indicating lights shall be utilized to indicate protection status. i. SPD shall be Cutler Hammer SPD080480Y1K, or approved equal. b. Control System Protection: 120 VAC, 15 Amp rated in‐line device. Listed for protection from ANSI/IEEE C62.41 Category A and B transients. c. 300 V peak clamping voltage. 6. TERMINALS a. NEMA‐style, barrier type, 0.4‐inch spacing, nominal. b. 600V RMS, 55 amp rating. c. UL listed. CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS INSTRUMENTATION AND CONTROLS FOR IRRIGATION WATER TREATMENT 4090‐0‐8 d. Allen‐Bradley 1492‐CA1 series, or approved equal. e. Terminals for larger power circuits shall be 600 VAC barrier‐type, sized for the conductors. 7. DIRECT CURRENT POWER SUPPLY a. Switching style with 2% maximum point‐to‐point ripple voltage. b. Operating source: 120 VAC, 60 Hz. c. Overcurrent protection with automatic reset. Overvoltage protection with 120% minimum shutdown. d. At initial operation power supply loading shall not exceed 50% of rating under any condition. e. Environmental: Operating Temperature of 14 to 140 deg F, 20 to 90% relative humidity non‐ condensing. f. Convection cooled. g. Din Rail mountable with 10% voltage adjustment on front. h. Idec PS5R series, or approved equal. 8. CONTROL SWITCHES a. Electronic Circuits i. Selector, momentary pushbutton or momentary selector as required. Positions as required for application. ii. 30 mm, heavy duty, oil‐tight type, contacts as required. iii. Gold flashed contacts; initial resistance, 0.01 ohms; 0.5 amps at 120 VAC, resistive. b. Control Circuits i. Selector, momentary pushbutton, or momentary selector as required. Positions as required for application. ii. 30 mm, heavy duty, oil‐tight type, contacts as required. iii. Contact rating shall conform to NEMA A‐600 designation 9. CONTROL RELAYS AND TIMING a. Plug‐in type with dust cover, socket and locking spring when relay mounted horizontally. b. Coil: continuous operation at 120 VAC +_10% unless shown otherwise. c. Contacts, 3 pole, double throw, minimum. i. 10 amps, make‐break, 120 VAC, resistive. ii. Insulation resistance: 1000 megohms at 500 VDC. iii. Dielectric: 2000 VAC, 60 Hz. d. Operating time i. 35 milliseconds (nominal) energization. ii. 100 milliseconds (nominal) de‐energization. e. Mechanical life: 106 operations. f. Temperature: 0 to 70 degrees C. g. Timing relays shall be of the same manufacturer and series as control relays. Provide electronic timers with range as indicated. 10. INDICATING LIGHTS a. 30 mm, opaque colored lens. b. Press‐to‐test feature. c. Heavy‐duty, oil‐tight. d. NEMA 4 rating. 11. UNINTERRUPTIBLE POWER SUPPLY a. 120 VAC, 60 Hz single‐phase input and output. b. Size at 150% of connected panel load, or 900 VA capacity (continuous), whichever is larger, with 5‐minute battery reserve time (at full‐load). c. Continuous on‐line, double‐conversion type that continuous rectifies, stores, re‐creates the 120 VAC sinusoidal output waveform for the load. Include features that allow operation in critical environments and high‐harmonic and/or noisy applications. Include adjustable input voltage CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS INSTRUMENTATION AND CONTROLS FOR IRRIGATION WATER TREATMENT 4090‐0‐9 parameters so that the input stage will accept low‐quality input power. d. Alarm beacon (provided by Div. 13) shall run off UPS power. e. Control panel shall implement a control relay logic circuit that allows the UPS to be removed from powering the control panel and automatically provides the controls with bypass power. Additionally, this relay logic circuit shall provide a contact closure to the PLC that indicates a UPS failure. f. Powerware, or approved equal. 12. ENCLOSURE HEAT a. Manufactured unit with metal housing with integrated fan and integral thermostat and 0 ‐ 100F adjustable range. b. UL labeled. c. Hoffman “Design‐Aire”, or approved equal. 13. FLOAT SWITCH a. The float switch shall be self‐weighted. b. The float switch shall consist of an individual switch housed in a sealed, submersible, non‐corroding float device with neoprene jacketed cable to junction box at the top. c. Float Switch i. Polypropylene with encapsulated non‐mercury switch. ii. Contact rating: 3amps, 120VAC resistive. iii. Operating differential: 1 inch, nominal 14. LEVEL TRANSMITTER a. The level transmitter shall monitor level and generate a continuous 4‐20mAdc signal proportional to the level over the selected span. b. Construction: corrosion resistant PVC and stainless steel construction, with stainless steel lifting and mounting hardware. c. Operating Power: 24VDC from control panel. d. Provide cable for installation between transmitter and control panel, via cable junction box. e. Adjustable zero and span. 15. MAGNETIC DOOR INTRUSION SWITCH a. Corrosion resistant hermetically sealed reed switch encapsulated in polyurethane. b. 100 VA, 0.5A contact rating. c. 2.4 inch minimum sensing range, as measured on a non‐ferrous surface. d. Switch shall be factory equipped with a 3‐foot stainless steel length of armored cable. e. Sentrol Industrial 2500 Series, or approved equal. EXECUTION 1. LABELING a. Label all field mounted control devices, instrumentation, switches, etc., with tag number and item description. b. Labels shall be engraved laminated plastic with ¼" high lettering. Labels shall be attached with stainless steel screws to the device or nearby wall. c. Labels for all components as specified above shall also be provided for all control panel internal components. 2. CALIBRATION, ADJUSTING AND TESTING a. Devices requiring field calibration shall be calibrated in the presence of Engineer's representative and documented 3. PROJECT MANAGEMENT a. Supplier shall provide engineering and administrative services necessary to fulfill the requirements CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS INSTRUMENTATION AND CONTROLS FOR IRRIGATION WATER TREATMENT 4090‐0‐10 of this Specification. b. Supplier shall provide the services of an experienced project manager as the overall coordinator during the course of the project. 4. PROGRAMMING SERVICES a. Program the programmable logic controllers (PLCs) and panelview as required by the functional descriptions. b. Supplier shall be present at one (1) two (2) hour meeting with Engineer and Owner to work out the details of the functional descriptions, prior to final programming. c. Provide HMI screen programming to fulfill the functionality described herein. Provide a minimum of the following separate screen views: i. Treatment System overall ii. Treatment System ‐ Filter iii. Treatment System – UV System iv. Screen dedicated to alarming v. Trend screens showing pond level trending as well as pump on/off/speed trending vi. Up to four (4) additional screens to be determined in consultation with the City d. Provide additional programming during start‐up, training, and callback periods as specified. A minimum of one (1) four (4)‐hour day of follow‐up programming shall be provided, but not less than that required per the intent of the specifications. 5. INSTALLATION AND START‐UP a. Supplier shall provide a skilled programmer/ instrumentation engineer or technician who shall complete troubleshooting and start‐up to place the entire system into satisfactory operation. Engineer or technician shall make the necessary inspection of the completed installation, make the necessary final field adjustments, and make program revisions as required for start‐up. b. Conduct a one‐day demonstration test and demonstrate proper operation of all system features and functions to Owner’s Rep and Engineer. 6. ON‐SITE SERVICES a. In addition to other services specified, provide a competent programmer/instrumentation engineer or technician to perform the following services: i. Software revisions ‐ One (1), four (4) hour days on‐site to make software revisions per Owner and Engineer direction. ii. Training ‐ One (1) non‐consecutive eight (8) hour days on‐site to train Owner's personnel on: iii. Operation and maintenance of all equipment furnished. iv. Panelview software operation and programming including building graphics and modifying tags. b. All on‐site service shall be at times approved by Owner. c. At project completion, Supplier shall certify in writing that all un‐used service hours will be provided at Owner’s request during the first three years of operation. The remaining service hours shall be fulfilled by either a software engineer or field service technician as required by the task requested by Owner, at no cost. 7. CALL‐BACK SERVICES a. In addition to other services specified, provide a competent programmer/instrumentation engineer or technician to return to the project site for one (1) four (4) hour day during the first year of operation. During this trip, the supplier's representative shall be prepared to calibrate and check equipment furnished under this contract, give miscellaneous training, and make software revisions. b. Call‐back trips shall be at times determined by Owner. 8. SUPPLIES a. Contractor shall provide all expendable items such as lamps, fuses, etc. for system startup, CITY OF LAKE ELMO, MN | STORMWATER REUSE STANDARDS INSTRUMENTATION AND CONTROLS FOR IRRIGATION WATER TREATMENT 4090‐0‐11 checkout, and during the acceptance test. b. At Final Completion, Contractor shall furnish the following expendable items: i. Twenty (20) percent spare fuses and lamps of each type furnished, but not less than two (2) of each type. 9. SPARE PARTS a. Contractor shall furnish the following spare parts to Owner. Spares shall be delivered in boxes labeled on the outside with manufacturer and part number identified on the box: i. One (1) PLC power supply. ii. One (1) PLC processor module. iii. One (1) each of every type of PLC analog and digital input and output module used on project. iv. One (1) DC power supply (as used in control panels). v. Four (4) each of every type of control relay used in control panels. END OF SECTION 1st Quarter 2nd Quarter 3rd Quarter 4th Quarter Total Licenses 8 ROW Permits 15 FRESH Reach 7346 Opens Facebook Posts 20 Unique Website Visits 15313 Recruitments Open/Closed 5/6 Council Agenda Items Processed 122 Data Requests Submitted/# of Docs to Fulfill 5/7 Deposits Made 22 Scanned files 304 Notes: 3 driveway conrtactor lic., 1 chichen permit, 4 waste haulers lic. Polco Survey Results Attached Summary of 2022 Administration Department Activity 4/14/22, 12:42 PM Polco https://polco.us/n/admin/content/b00fb337-f538-429e-8e8c-285189300bb3/report 1/8 Problems, Issues, and Priorities Survey Results FINAL 1/5/22-2/4/22 89 Respondents 4/14/22, 12:42 PM Polco https://polco.us/n/admin/content/b00fb337-f538-429e-8e8c-285189300bb3/report 2/8 What is the single most important issue facing Lake Elmo? Job creation 3% (3) Taxes 20% (18) Flood control 3% (3) Street repairs 8% (7) Public safety 33% (29) Other 33% (29) How much of a priority, if at all, should each of the following be for the City of Lake Elmo to address in the next two years? Question High priority Medium priority Not a priority Don't know Improving downtown parking 6%25%65%4% Maintaining and improving Lake Elmo roads 33%52%12%2% Improving public transportation 6%12%76%6% Preserving downtown 48%35%15%1% Encouraging shops and restaurants to open in Lake Elmo 55%34%8%2% Growth management 65%24%3%8% Increasing employment opportunities 12%31%45%12% Providing more affordable housing 13%19%64%5% Developing indoor recreation space for residents to use 23%40%34%2% Providing additional community recreation facilities 26%38%33%2% 4/14/22, 12:42 PM Polco https://polco.us/n/admin/content/b00fb337-f538-429e-8e8c-285189300bb3/report 3/8 Question High priority Medium priority Not a priority Don't know Increasing the amount of activities for seniors 8%44%35%13% Increasing the amount of activities for youth 42%39%15%4% Enhancing Lake Elmo’s trails for outdoor recreation 39%41%17%3% Protecting natural resources 71%23%5%1% Increasing arts and cultural opportunities 14%28%50%8% Expand all /Collapse all High priority Medium priority Not a priority Don't know Improving downtown parking Maintaining and improving Lake Elmo roads Improving public transportation Preserving downtown Encouraging shops and restaurants to open in Lake Elmo Growth management 6%25%65% 33%52%12% 6%12%76%6% 48%35%15% 55%34%8% 65%24%8% 4/14/22, 12:42 PM Polco https://polco.us/n/admin/content/b00fb337-f538-429e-8e8c-285189300bb3/report 4/8 Increasing employment opportunities Providing more affordable housing Developing indoor recreation space for residents to use Providing additional community recreation facilities Increasing the amount of activities for seniors Increasing the amount of activities for youth Enhancing Lake Elmo’s trails for outdoor recreation Protecting natural resources Increasing arts and cultural opportunities 12%31%45%12% 13%19%64%5% 23%40%34% 26%38%33% 8%44%35%13% 42%39%15% 39%41%17% 71%23%5% 14%28%50%8% 4/14/22, 12:42 PM Polco https://polco.us/n/admin/content/b00fb337-f538-429e-8e8c-285189300bb3/report 5/8 What is the single most important priority for the City of Lake Elmo to address in the next five years? Safety 26% (23) Affordability/cost of living 10% (9) Parks/natural environment enhancement 19% (17) Encouragement of mass transit opportunities through expanded bus services 3% (3) Commercial development 19% (17) Property maintenance/code enforcement 2% (2) government/services 1% (1) Other 19% (17) Do any children 17 or under live in your household? No 43% (38) Yes 57% (50) If you selected other for any of the questions above, what is your response? DECREASE TAXES - the spending the city is suddenly doing is insane. All of this "development" is just causing our taxes to skyrocket. Na n/a Managing the growth of houses. Not losing our small town feel. For too rapid Woodbury growth, far above Met Council mandates. Kickbacks must be enormous. If not what is the explanation for increased traffic, increased crime, increased emergency demands, and a 40% tax increase with only a reduced quality of life. Upper level city staff is incompetent. Way over their heads. We do not need to encourage any more development; it comes without any encouragement. It is unfortunate as it appears people are moving to Lake Elmo to be 4/14/22, 12:42 PM Polco https://polco.us/n/admin/content/b00fb337-f538-429e-8e8c-285189300bb3/report 6/8 near Woodbury, not to live in Lake Elmo. They want to bring the "city" with them rather than a desire to live in a quieter location. Has the city already met Metropolitain Council's number for sewer hook ups (SAC units)? Let the city step back and consider what the citizens wants for long term for the city, a scheduled open meeting for all residents would be good. Control growth and maintain historic character. The new developments, especially Legacy, are crowded eyesores with few trees and already bringing noise, light pollution, and crime to what used to be a tranquil natural area. It’s absolutely shameful. Lake Elmo should do more to preserve and protect our natural resources. Too much damage has been done to our community and that should be corrected . Safety and taxes should be automatic priorities since the rapid development pattern has proved to cause real safety and financial concerns. Residents do NOT feel comfortable or safe in the new Lake Elmo. An increase of 40% in local taxes for 2022 shows a real disrespect to the residents and indicates a possible problem at the top administration level of the city. It appears residents were lied to when they were told development would pay for itself. We are loosing the charicter of the area with the 1/4 acre lot developments. I prefer the large lots or even better farm land. We do not need the development that demands new schools. Less development is most important to me. Affordable housing and accessible walking I did not, but have been asking for years to have Tablyn Park addressed. It's a beautiful park, minus the equipment. It's the closest park to our house and I'd love to take advantage of it more but we end up driving further away to others because the equipment is terrible. Thank you for considering. Affordable housing top priority Safety and crime reduction is a high priority. Expanding commercially or introducing franchise restaurants is at the lowest priority level for me. Keep lake Elmo character and preserve small city vibe. Schools Increasing school capacities Not enough trails and paths for kids and connecting trail to downtown lake Elmo. Would love more kid friendly businesses downtown for kids to ride their bikes to. More indoor/outdoor recreation for kids/families. Create stop light/round about at 30th street for new neighborhoods. Connection of village parkway over the railroad. Make Chase development accountable to the responsibilities they have agreed to in regards to Easton Village. The rate of growth in Lake Elmo is skyrocketing and really needs to slow down. What was once a cute small town is now blending into a Woodbury atmosphere. The roads are not ready for the increased traffic, wait lists for public schools are ridiculous, the water situation is a disaster and a joke, and crime has been coming into town exponentially. Start thinking through the impact of building more new McMansions before granting more and more permits. This past summer was an embarrassment to the residents. N/a Infrastructure to support growth, management and future planning to ensure longevity With the rapid residential community growth in LE and surrounding cities. My number one concern is the cities plans for expanding LE Elementary, local business growth, and commercial development. Crime and Pubic Safety Nina Cooper Working with the school board to expand school space Strategic growth. Downtown Lake Elmo could be as connected, contiguous and thriving as Downtown Excelsior with the right and planning and investment. That - 4/14/22, 12:42 PM Polco https://polco.us/n/admin/content/b00fb337-f538-429e-8e8c-285189300bb3/report 7/8 even more so than expanding the tax base via the southern I-94 corridor - should be the city’s top priority, as a thriving downtown coupled with Lake Elmo’s signature rural character, will make it a truly unique and special place to live in the Twin Cities Metro. Keeping up with significant growth - appropriate expansion and maintenance of roads and paths, building new schools to support growth, and more parks /outdoor areas like ice rinks for the growing population. Thanks for this survey! I want the sidewalk shoveled on the north side of 5th street. Someone is going to be hit by a car, when we have to walk in the street!!! Safe drinking and bathing water. Schools for our growing population. Most important issue is needing a better plan to draw people into lake Elmo. Retail and parks by the new oakdale development would be a good start. Downtown does not work in the long run a handful of buildings on a busy road sandwiched by the rail road tracks and another busy road is not a place that should get much attention. Focus on the entry of the city first or we are just training people to go to woodbury, oakdale or stillwater when they need something. Making sure we fight to keep mass transit out should be HIGH priority. It makes zero sense in the world we live in today and only brings in trouble. Development of industry for a tax basis Need to figure what to do with fury motors. Manage growth rate. Too fast and it will overwhelm infrastructure and resources More sidewalks and parks within walking access from Lake Elmo neighborhoods. Also need stop light on Lake Elmo and Hudson road now. Keep residents safe - plenty of lights in parking lots and / or cameras. The city of lake Elmo. Reds to get to a point where it has the ability to maintain all public roads and sidewalks. Lake Elmo should be no different than any other suburban city where the city sidewalks are plowed and maintained in the winter and cleaned and cut in the summer. Also, all city roads should be plowed no matter if they are thru fare or not. The closest indoor swimming option is in Shoreview. We need something like this and have plenty of space for it. There is nothing like it on the East metro. It would bring in a lot of business and taxes for our city. I also think we need to make sure we preserve downtown lake Elmo. Lake Elmo is growing at a rate That is out of control. I think it needs to be managed in a much better way to make sure the charm of the city does not get lost. I want to live in Lake Elmo, not overly commercial and bland Woodbury. Most important issue is growth control. Lake Elmo was supposed to be maintaining open space and not packing houses on top of each other. It’s starting to look like Woodbury. Sea of roofs. Gross! Lack of safe walking and biking trails within the area and lack of connectivity to nearby neighborhoods and schools. Kids should be able to bike to middle and high schools without going on a busy road like Manning. Managing growth - housing expansion is outpacing available services. Keep Lake Elmo a close community not a sprawling poorly maintained suburb like Woodbury. Increased resident involvement in all of these priorities. People don't know that they can take part. Infrastructure Taxes continue to go up. Agencies trying to do everything is not realistic. government needs to live within it means. 4/14/22, 12:45 PM Polco https://polco.us/n/admin/content/01fcfe0c-9ef0-4f68-b2a3-3487b2fd47e3/report 1/5 2021 Residential Survey Survey Results FINAL 1/13/22-2/6/22 52 Respondents 4/14/22, 12:45 PM Polco https://polco.us/n/admin/content/01fcfe0c-9ef0-4f68-b2a3-3487b2fd47e3/report 2/5 How would you rate the overall quality of services provided by the City of Lake Elmo Excellent 17% (9) Good 60% (31) Fair 19% (10) Poor 4% (2) How would you rate the overall appearance of the city? Excellent 15% (8) Good 56% (29) Fair 19% (10) Poor 10% (5) How would you rate the quality of city recreational programs and facilities? Excellent 8% (4) Good 37% (19) Fair 44% (23) Poor 12% (6) How would you rate safety in Lake Elmo? 4/14/22, 12:45 PM Polco https://polco.us/n/admin/content/01fcfe0c-9ef0-4f68-b2a3-3487b2fd47e3/report 3/5 Very safe 35% (18) Somewhat safe 37% (19) Neither safe nor unsafe 21% (11) Somewhat unsafe 6% (3) Very unsafe 2% (1) How would you rate the quality of fire protection services in Lake Elmo? Excellent 50% (26) Good 38% (20) Fair 10% (5) Poor 2% (1) How would you rate City road conditions in Lake Elmo? Good condition 31% (16) Mostly good condition 40% (21) Neither good nor bad condition 17% (9) Mostly bad condition 12% (6) Very bad condition 0% (0) 4/14/22, 12:45 PM Polco https://polco.us/n/admin/content/01fcfe0c-9ef0-4f68-b2a3-3487b2fd47e3/report 4/5 How would you rate the quality of snow plowing on City streets? Excellent 40% (21) Good 44% (23) Fair 13% (7) Poor 2% (1) How would you rate the dependability and quality of the City water supply? Excellent 21% (11) Good 40% (21) Fair 23% (12) Poor 15% (8) How would you rate the dependability and quality of the City sanitary sewer service? Excellent 29% (15) Good 46% (24) Fair 19% (10) Poor 6% (3) #$#$#$#$#$#$#$#$ New Commercial/Ind 0 1 $194,570 0 1 $194,570 $0 Commerical/Ind Alterations/Misc 4 $799,608 11 $62,443 1 $600,000 16 $1,462,051 $0 Multi-Family Construction 0 0 0 0 $0 $0 New Single Family Homes 13 $5,177,483 13 $5,481,649 19 $7,592,748 45 $18,251,880 $0 Single Family Alterations 12 $650,000 17 $722,400 16 $727,483 45 $2,099,883 $0 Residential/Misc/Other 15 $245,320 7 $243,688 14 $306,967 36 $795,975 $0 Inspections 608 507 561 1676 Total All Monthly Valuation permits.44 $6,872,411 49 $6,704,750 50 $9,227,198 143 $22,804,359 Total All Permits Pulled this Month 90 81 97 268 Avg Permit Time (No/(Days) SFD #10/5D 13/5D 15/5D 38/5D All other Res Permits Avg (No/Days) #11/3D 25/3D 20/3D 56/3D Commercial Avg Permit Time (No/Days) #1/4D 2/6D 0 3/6D As-Built/Escrow review/release @ 40 0 0 40 #$#$#$#$#$#$#$#$#$ New Commercial/Ind $0 $0 $194,570 Commerical/Ind Alterations/Misc $0 $0 $1,462,051 Multi-Family Construction $0 $0 $0 New Single Family Homes $0 $0 $18,251,880 Single Family Alterations $0 $0 $2,099,883 Residential/Misc/Other $0 $0 $795,975 Inspections Total All Monthly Valuation Permits $0 $0 $22,804,359 Total All Permits Pulled this Month Avg Permit Time (No/(Days) SFD All other Res Permits Avg (No/Days) Commercial Avg Permit Time (No/Days) As-Built/Escrow review/release Commercial submittals were light to start off once tracked and is picking up. We have had several come in for review late this month. Due to the winter weather As-builts weren't coming in. As the month of April warms up we expect this area to increase once Surveyers can get going. To date we have 3 single family home and 3 single family remodel/alteration/addition/accessory permits waiting on missing paperwork. 4th Quarter Totals3rd Quarter Totals Dec # The Building Permit Plan Review Dashboard tracks the submittal dates and the Permit release date. We do have some that extend beyond these dates but have either Planning/Survey issues, need a variance or missing paperwork and is so noted on the Dashboard. All other information is from reports generated by Permit Works. @ Building Department As-built Tracking DashBoard tracks the submittal, review, inspection dates and wheter they Pass/Fail (and reasons for fail) and the Final Escrow release date. Year end TotalJulyAugSeptOctNov Summary of 2022 Building Department Activity Jan Feb Mar Apr May 2nd Quarter Totals1st Quarter Totals June STAFF REPORT DATE: April 19, 2022 TO: City Council FROM: Sam Magureanu, Finance Director AGENDA ITEM: 1st Quarter 2022 - Financial Reports BACKGROUND: The finance director has prepared the 1st Quarter Financial Reports on April 19th, 2022. The Finance Director is recommending acceptance of the 1st Quarter Financial Reports. ISSUE BEFORE THE COUNCIL: 1) Does the City Council have any questions regarding the 1st, 2022 Quarter Financial Reports? DISCUSSION: The Budget vs. Actual for 1stquarter 2022 is attached with explanations alongside line items to explain variances from the budget. This format aligns with the budget worksheets used during the 2022 budget cycle. Revenue Highlights: No revenues were collected in Q1 on property taxes and utilities do to timing of when the revenue is received. Taxes are received in July for those collected in May, December for those collected in October, and a clean-up payment for any delinquent taxes collected by the end of December in January of the following year. Utilities are billed quarterly. Revenues are recognized when billed rather than received. Beginning with Quarter 1, 2022 the Stormwater utility bill was combined with the quarterly Water/Sewer bill. The quarterly Stormwater amount will be ¼ of the annual fee which is $21.25 per quarter for a residential lot. Stormwater bills for residents who only have a Stormwater account will continue to be billed annually. Licenses and permits revenues collections at 21.87%, with revenues generated from building permits at 23.32% collected. Intergovernmental revenues are in line with expectations with the first MSA – Maintenance payment collected. There is one additional payment expected to be received in July. Charges for services are also in line with budgets, with collection at 23.22%. Budgeted non utilities revenues such as WAC and SAC, for utility funds can vary with timing and number of developments. No collections in Q1. Expenditures Highlights: Expenditures reflect a combination of ongoing expenses and items that are one-time payments per year. In Quarter 1 the city has incurred large expenditures that relate to debt service payments, approximately $3.2 mill. Typically the City makes principal and interest payments at the beginning of the year and later in Q3 an additional interest payment. Personnel expenditures are under budget for Planning and Zoning as the department did not hire a city planner until beginning of April. The Fire department experienced a similar situation since the two additional Fire Fighters were not hired in Q1. Lastly, Building has lost a Building Inspector at the beginning of Q1 and has not yet hired a replacement, as a result the department personnel expenditures are also under budget. It is anticipated that Inspector contracted Services to come in under budget in 2022 since the city has hired a full time building inspector. FISCAL IMPACT: N/A RECOMMENDATION: “Motion to accept the 1st Quarter Financial Reports.” ATTACHMENTS: 1st Quarter Budget-to-Actual Reports 1st Quarter Investment Portfolio Summary CITY OF LAKE ELMO2021 YTD ActualsMaster Worksheet 4/12/20221:47 PM2022 Actual YTD % ofAccount NumberDescriptionAdopted3/31/2022BudgetCommentsAccount NumberDescriptionGeneral Fund Revenues:Taxes101‐410‐1320‐31010 Current Ad Valorem Taxes4,689,073.00 ‐ 0.00%101‐410‐1320‐31020 Delinquent Ad Valorem Taxes15,000.00 ‐ 0.00%101‐410‐1320‐31030 Mobile Home Tax 15,000.00 ‐ 0.00%101‐410‐1320‐31040 Fiscal Disparities294,401.00 ‐ 0.00%101‐410‐1320‐31910 Penalty & Interest on Taxes100.00 ‐ 0.00%Total Taxes5,013,574.00 ‐ 0.00%Property taxes are collected in 3 instalements ( July, December and January of the following year)Licenses and Permits101‐410‐1320‐32110 Liquor License 10,000.00 ‐ 0.00%Receipt in Q4101‐410‐1320‐32180 Wastehauler License 720.00 840.00 116.67%More than anticipated. Paid at the beginning of year101‐410‐1320‐32181 General Contractor License 300.00 250.00 83.33%Paid in the first quarter101‐420‐2400‐32210 Building Permits 800,000.00 186,543.03 23.32%101‐430‐3100‐32211 Driveway Permits12,500.00 2,400.00 19.20%101‐420‐2400‐32212 Fireplace Permits16,000.00 2,700.00 16.88%101‐420‐2400‐32220 Heating Permits70,000.00 12,296.63 17.57%101‐420‐2400‐32230 Plumbing Permits80,000.00 15,600.00 19.50%101‐420‐2400‐32232 Pool Permits1,500.00 300.00 20.00%101‐420‐2400‐32213 Siding Permits 4,000.00 166.25 4.16%101‐420‐2400‐32214 Roof Permits 15,000.00 1,761.30 11.74%101‐430‐3100‐32250 Utility Permits30,000.00 4,209.00 14.03%101‐420‐2220‐32260 Burning Permit 1,700.00 1,055.00 62.06%101‐410‐1320‐32270 Massage Therapy Licenses150.00 ‐ 0.00%101‐420‐2220‐32275 Fire Sprinkler Permits6,000.00 1,049.48 17.49%101‐410‐1320‐32281 Golf Cart Operation Permit30.00 ‐ 0.00%101‐410‐1320‐32282 Miscellaneous Permits100.00 ‐ 0.00%Total Licenses and Permits1,048,000.00 229,170.69 21.87%Intergovernmental101‐430‐3100‐33418 MSA ‐ Maintenance 168,689.00 99,077.00 58.73%Two payments a year101‐420‐2220‐33420 State Fire Aid 76,608.00 ‐ 0.00%Collected in Q4. Pass through in Oct101‐420‐2220‐33426 Miscellaneous State Grants3,500.00 1,000.00 28.57%101‐450‐5200‐33426 Miscellaneous State Grants4,820.00 3,158.80 65.54%Sunfish Ski Grant and Park101‐410‐1320‐33521 Recycling Grant 10,000.00 ‐ 0.00%101‐410‐1320‐33623 Payment in Lieu of Taxes34,779.00 ‐ 0.00%Receipt in Q4Total Intergovernmental298,396.00 103,235.80 34.60%Within expectation1 CITY OF LAKE ELMO2021 YTD ActualsMaster Worksheet 4/12/20221:47 PM2022 Actual YTD % ofAccount NumberDescriptionAdopted3/31/2022BudgetCommentsCharges for Services101‐410‐1910‐34103 Zoning & Subdivision Fees 45,000.00 16,645.00 36.99%101‐420‐2400‐34104 Plan Check Fees 520,000.00 118,745.30 22.84%101‐410‐1520‐34107 Assessment Searches2,500.00 800.00 32.00%101‐410‐1450‐34111 Cable Operation Reimbursement5,000.00 ‐ 0.00%101‐420‐2400‐34112 Planning & Zoning Review Fee 25,000.00 5,200.00 20.80%101‐430‐3100‐34114 Street Light Fee 1,500.00 450.00 30.00%101‐410‐1910‐34115 Base Map Upgrading Fee 6,200.00 ‐ 0.00%101‐410‐1320‐36803 Escrow Admin Revenues‐ ‐ #DIV/0!Not budgeted. Revnue related to unreconciled single home escrow balance that city will recognized over the next five years. 101‐410‐1910‐36206 Escrow Administration Fee 25,000.00 4,500.00 18.00%Total Charges for Services630,200.00 146,340.30 23.22%Within expectationFines and Forfeits101‐410‐2100‐35100 Fines 35,000.00 5,060.25 14.46%Total Fines and Forfeits35,000.00 5,060.25 14.46%Within expectationInvestment Earnings101‐410‐1320‐36210 Interest Earnings38,500.00 0.00%Ofset by the Market Value adjusment for Financial Reporting at year endTotal Investment Earnings38,500.00 ‐ 0.00%Miscellaneous101‐410‐1320‐31811 Cable Franchise Revenue 50,000.00 ‐ 0.00%Colected in June. Cable Franchise Ramsey/Washington Cty Cable Commission.101‐410‐1320‐36200 Miscellaneous Revenue 3,000.00 94.74 3.16%101‐430‐3100‐36200 Miscellaneous Revenue 500.00 343.09 68.62%Disposal of PW items and snow removal fees101‐410‐1910‐36200 Miscellaneous Revenue 100.00 ‐ 0.00%101‐450‐5200‐36200 Miscellaneous Park revenue500.00 ‐ 0.00%101‐420‐2220‐36204 Reimbursements ‐ Fire 5,000.00 410.00 8.20%101‐410‐1320‐36230 Donations 10,000.00 ‐ 0.00%Jaycees. Not Yet colected101‐420‐2220‐36230 Donations 1,000.00 101‐410‐1320‐34120 Tower Rent 114,768.00 29,563.97 25.76%Within expectationTotal Miscellaneous184,868.00 30,711.80 16.61%Prior Period AdjustmentsTotal General Fund Revenues:7,248,538.00 514,518.84 7.10%2 CITY OF LAKE ELMO2021 YTD ActualsMaster Worksheet 4/12/20221:47 PM2022 Actual YTD % ofAccount NumberDescriptionAdopted3/31/2022BudgetCommentsGeneral Fund Expenditures:1110Mayor & CouncilPersonnel101‐410‐1110‐41030 Part‐time Salaries25,690.00 ‐ 0.00%101‐410‐1110‐41220 FICA Contributions 1,593.00 ‐ 0.00%101‐410‐1110‐41230 Medicare Contributions 373.00 ‐ 0.00%101‐410‐1110‐41510 Workers Compensation 150.00 81.14 54.09%Total Personnel27,806.00 81.14 0.29%Mayor and Council June/Dec PaymentsMaterials and Supplies101‐410‐1110‐42000 Office Supplies 125.00 ‐ 0.00%101‐410‐1110‐43310 Mileage 300.00 ‐ 0.00%101‐410‐1110‐43185 IT Support 1,322.00 330.39 24.99%Total Materials and Supplies1,747.00 330.39 18.91%Within expectationCharges and Services101‐410‐1110‐44300 Miscellaneous 7,500.00 ‐ 0.00%2020 there was an expense from Youth Service Bureau for $5,250101‐410‐1110‐44330 Dues & Subscriptions 18,150.00 4,420.00 24.35%101‐410‐1110‐44370 Conferences & Training1,000.00 275.00 27.50%Total Charges and Services26,650.00 4,695.00 17.62%Within expectation1110Total Mayor & Council 56,203.00 5,106.53 9.09%1320AdministrationPersonnel101‐410‐1320‐41010 Full‐time Salaries176,559.00 36,465.04 20.65%101‐410‐1320‐41210 PERA Contributions 13,242.00 2,734.89 20.65%101‐410‐1320‐41216 MSRS Contributions ‐City Admin 1,540.00 318.45 20.68%101‐410‐1320‐41220 FICA Contributions 10,947.00 2,170.77 19.83%101‐410‐1320‐41230 Medicare Contributions 2,560.00 507.75 19.83%101‐410‐1320‐41300 Insurance 34,278.00 5,060.04 14.76%101‐410‐1320‐41325 Life Insurance 127.00 26.50 20.87%101‐410‐1320‐41330 STD/LTD 927.00 185.10 19.97%101‐410‐1320‐41510 Workers Compensation 2,313.00 1,116.09 48.25%Total Personnel242,493.00 48,584.63 20.04%Within Expectation3 CITY OF LAKE ELMO2021 YTD ActualsMaster Worksheet 4/12/20221:47 PM2022 Actual YTD % ofAccount NumberDescriptionAdopted3/31/2022BudgetCommentsMaterials and Supplies101‐410‐1320‐42000 Office Supplies 3,200.00 ‐ 0.00%101‐410‐1320‐42030 Printed Forms 100.00 ‐ 0.00%Total Materials and Supplies3,300.00 ‐ 0.00%Charges and Services101‐410‐1320‐43100 Assessing Services107,388.00 ‐ 0.00%Not yet billed expense in Q2101‐410‐1320‐43040 Legal Services 87,500.00 ‐ 0.00%101‐410‐1320‐43150 Contract Services 45,000.00 ‐ 0.00%101‐410‐1320‐43185 IT Support 5,262.00 1,315.59 25.00%101‐410‐1320‐42002 IT Hardware 1,200.00 ‐ 0.00%101‐410‐1320‐43210 Telephone 2,200.00 66.22 3.01%101‐410‐1320‐43220 Postage 3,600.00 600.00 16.67%101‐410‐1320‐43310 Mileage 1,100.00 ‐ 0.00%101‐410‐1320‐43510 Legal Publishing 2,500.00 ‐ 0.00%101‐410‐1320‐43610 Insurance 45,295.00 ‐ 0.00%Billed in Q2101‐410‐1320‐44330 Dues & Subscriptions 2,200.00 ‐ 0.00%101‐410‐1320‐44370 Conferences & Training5,000.00 113.82 2.28%101‐410‐1320‐44371 Allocation to Building Inspections (2,606.00) 0.00%Total Charges and Services305,639.00 2,095.63 0.69%Miscellaneous101‐410‐1320‐44300 Miscellaneous 3,750.00 174.56 4.65%Total Miscellaneous3,750.00 174.56 4.65%1320Total Administration 555,182.00 50,854.82 9.16%1410ElectionsPersonnel101‐410‐1410‐41030 Part‐time Salaries8,500.00 ‐ 0.00%Total Personnel8,500.00 ‐ 0.00%Materials and Supplies101‐410‐1410‐42000 Office Supplies 300.00 ‐ 0.00%Total Materials and Supplies300.00 ‐ 0.00%Charges and Services101‐410‐1410‐43310 Travel Expense 50.00 ‐ 0.00%101‐410‐1410‐43510 Legal Notices Publishing350.00 ‐ 0.00%101‐410‐1410‐43150 Contract Services 3,195.00 3,195.00 100.00%Election Equip Maintenance Fee. Paid in Q1Total Charges and Services3,595.00 3,195.00 88.87%Within ExpectationMiscellaneous101‐410‐1410‐44300 Miscellaneous 1,000.00 ‐ 0.00%2021 School Election Judge ‐ Food. Offset by Election Reimbursement revenuesTotal Miscellaneous1,000.00 ‐ 0.00%1410Total Elections 13,395.00 3,195.00 23.85%Within Expectation4 CITY OF LAKE ELMO2021 YTD ActualsMaster Worksheet 4/12/20221:47 PM2022 Actual YTD % ofAccount NumberDescriptionAdopted3/31/2022BudgetComments1450CommunicationsPersonnel101‐410‐1450‐41010 Full‐time Salaries28,778.00 5,905.34 20.52%101‐410‐1450‐41210 PERA Contributions 2,158.00 442.76 20.52%101‐410‐1450‐41220 FICA Contributions 1,784.00 366.18 20.53%101‐410‐1450‐41230 Medicare Contributions 417.00 85.69 20.55%101‐410‐1450‐41300 Insurance 7,439.00 629.75 8.47%101‐410‐1450‐41325 Life Insurance 28.00 5.75 20.54%101‐410‐1450‐41330 STD/LTD 158.00 30.15 19.08%101‐410‐1450‐41510 Workers Compensation 338.00 178.72 52.88%Total Personnel41,100.00 7,644.34 18.60%Within expectationCharges and Services101‐410‐1450‐43090 Newsletter1,400.00 ‐ 0.00%101‐410‐1450‐43185 IT Support 1,134.00 (552.06) ‐48.68%Adm ‐ Logmein Return101‐410‐1450‐43190 Software Programs 700.00 ‐ 0.00%101‐410‐1450‐43220 Postage 642.00 ‐ 0.00%101‐410‐1450‐43152 Cable Operations5,000.00 110.00 2.20%Total Charges and Services8,876.00 (442.06) ‐4.98%1450Total Communications 49,976.00 7,202.28 14.41%1520FinancePersonnel101‐410‐1520‐41010 Full‐time Salaries79,358.00 16,111.70 20.30%101‐410‐1520‐41210 PERA Contributions 5,952.00 1,208.35 20.30%101‐410‐1520‐41220 FICA Contributions 4,920.00 952.70 19.36%101‐410‐1520‐41230 Medicare Contributions 1,151.00 222.80 19.36%101‐410‐1520‐41300 Insurance 14,631.00 2,941.53 20.10%101‐410‐1520‐41325 Life Insurance 54.00 11.25 20.83%101‐410‐1520‐41330 STD/LTD 468.00 115.15 24.60%101‐410‐1520‐41510 Workers Compensation 781.00 489.44 62.67%Total Personnel107,315.00 22,052.92 20.55%Within expectationMaterials and Supplies101‐410‐1520‐42000 Office Supplies 880.00 ‐ 0.00%101‐410‐1520‐42030 Printed Forms 1,670.00 ‐ 0.00%Total Materials and Supplies2,550.00 ‐ 0.00%Charges and Services101‐410‐1520‐43010 Audit Services 8,706.00 1,500.00 17.23%101‐410‐1520‐43150 Contract Services 30,000.00 ‐ 0.00%Operational Audit and New GASB implementation101‐410‐1520‐43185 IT Support 2,266.00 566.58 25.00%101‐410‐1520‐43190 Software Programs 7,192.00 ‐ 0.00%101‐410‐1520‐43310 Mileage 200.00 ‐ 0.00%101‐410‐1520‐44330 Dues & Subscriptions 1,470.00 70.00 4.76%GFOA annual Review and Subscription101‐410‐1520‐44370 Conferences & Training1,600.00 ‐ 0.00%GFOA conference 101‐410‐1520‐44371 Allocation to Building Inspections (1,751.00) 0.00%Total Charges and Services49,683.00 2,136.58 4.30%Within expectationMiscellaneous101‐410‐1520‐44300 Miscellaneous 3,500.00 542.11 15.49%Total Miscellaneous3,500.00 542.11 15.49%1520Total Finance 163,048.00 24,731.61 15.17%Within expectation5 CITY OF LAKE ELMO2021 YTD ActualsMaster Worksheet 4/12/20221:47 PM2022 Actual YTD % ofAccount NumberDescriptionAdopted3/31/2022BudgetComments1910Planning & ZoningPersonnel101‐410‐1910‐41010 Full‐time Salaries223,805.00 30,501.92 13.63%No City Planner in Q1101‐410‐1910‐41040 Temporary Employees‐ 390.00 #DIV/0!101‐410‐1910‐41210 PERA Contributions 16,785.00 2,287.56 13.63%No City Planner in Q1101‐410‐1910‐41220 FICA Contributions 13,876.00 1,863.39 13.43%No City Planner in Q1101‐410‐1910‐41230 Medicare Contributions 3,245.00 435.60 13.42%No City Planner in Q1101‐410‐1910‐41300 Insurance 48,925.00 1,779.27 3.64%No City Planner in Q1101‐410‐1910‐41325 Life Insurance 182.00 3.50 1.92%No City Planner in Q1101‐410‐1910‐41330 STD/LTD 1,268.00 22.20 1.75%No City Planner in Q1101‐410‐1910‐41510 Workers Compensation 1,913.00 1,077.13 56.31%Total Personnel309,999.00 38,360.57 12.37%Within expectationMaterials and Supplies101‐410‐1910‐42000 Office Supplies 250.00 ‐ 0.00%Total Materials and Supplies250.00 ‐ 0.00%Charges and Services101‐410‐1910‐43020 Comprehensive Planning‐ ‐ 101‐410‐1910‐43030 Engineering Services 10,000.00 617.50 6.18%101‐410‐1910‐43150 Contract Services 10,000.00 1,598.50 15.99%101‐410‐1910‐43185 IT Support 5,291.00 1,322.67 25.00%101‐410‐1910‐42002 IT Hardware 480.00 ‐ 0.00%101‐410‐1910‐43190 Software Programs 500.00 ‐ 0.00%101‐410‐1910‐43210 Telephone 680.00 ‐ 0.00%No cell phone for the planning department in Q1 101‐410‐1910‐43220 Postage 100.00 ‐ 0.00%101‐410‐1910‐43310 Mileage 300.00 ‐ 0.00%101‐410‐1910‐43510 Legal Publishing 700.00 79.00 11.29%101‐410‐1910‐44330 Dues & Subscriptions 500.00 599.00 119.80%101‐410‐1910‐44370 Conferences & Training1,000.00 180.00 18.00%Total Charges and Services29,551.00 4,396.67 14.88%Miscellaneous101‐410‐1910‐44300 Miscellaneous 100.00 133.37 133.37%Total Miscellaneous100.00 133.37 133.37%1910Total Planning & Zoning339,900.00 42,890.61 12.62%6 CITY OF LAKE ELMO2021 YTD ActualsMaster Worksheet 4/12/20221:47 PM2022 Actual YTD % ofAccount NumberDescriptionAdopted3/31/2022BudgetComments1930Engineering ServicesCharges and Services101‐410‐1930‐43030 Engineering Services 35,000.00 5,747.50 16.42%101‐410‐1930‐43210 Telephone‐ ‐ Total Charges and Services35,000.00 5,747.50 16.42%1930Total Engineering Services 35,000.00 5,747.50 16.42%1940City HallMaterials and Supplies101‐410‐1940‐42110 Cleaning Supplies 200.00 330.68 Increase with the move/No Brookfield building moving forward101‐410‐1940‐42230 Building Repair Supplies 1,000.00 171.45 17.15%Total Materials and Supplies1,200.00 502.13 41.84%Charges and Services101‐410‐1940‐43185 IT Support 1,322.00 330.39 24.99%101‐410‐1940‐43810 Utilities17,592.00 518.10 2.95%101‐410‐1940‐43840 Refuse 1,697.00 149.98 8.84%101‐410‐1940‐44010 Repairs/Maint Contractual Bldg13,200.00 551.66 4.18%101‐410‐1940‐44040 Repairs/Maint Contractual Eqpt16,000.00 ‐ 0.00%101‐410‐1940‐44371 Allocation to Building Inspections (32,623.00) 0.00%Total Charges and Services17,188.00 1,550.13 9.02%Miscellaneous101‐410‐1940‐44300 Miscellaneous 30,000.00 115.18 0.38%Total Miscellaneous30,000.00 115.18 0.38%1940Total City Hall 48,388.00 2,167.44 4.48%Within expectation2100PoliceCharges and Services101‐420‐2100‐43150 Law Enforcement Contract 946,410.00 634.22 0.07%Invoiced in July and Dec101‐420‐2100‐44300 Misc. ‐ Community Event1,800.00 ‐ 0.00%Total Charges and Services948,210.00 634.22 0.07%2100Total Police 948,210.00 634.22 0.07%Within expectation2150ProsecutionCharges and Services101‐420‐2150‐43045 Attorney Criminal 51,000.00 8,049.67 15.78%Total Charges and Services51,000.00 8,049.67 15.78%2150Total Prosecution 51,000.00 8,049.67 15.78%7 CITY OF LAKE ELMO2021 YTD ActualsMaster Worksheet 4/12/20221:47 PM2022 Actual YTD % ofAccount NumberDescriptionAdopted3/31/2022BudgetComments2220FirePersonnel101‐420‐2220‐41010 Full‐time Salaries344,251.00 37,433.54 10.87%Add 2 FT Firefighter's not started in Q1101‐420‐2220‐41030 Part‐time Salaries94,240.00 24,041.30 25.51%Within expectation101‐420‐2220‐41035 Paid On Call Salaries94,229.00 14,120.64 14.99%Add 2 FT Firefighter's not started in Q1101‐420‐2220‐41210 PERA Contributions 72,932.00 10,021.81 13.74%Add 2 FT Firefighter's not started in Q1101‐420‐2220‐41220 FICA Contributions 33,029.00 1,032.22 3.13%Add 2 FT Firefighter's not started in Q1101‐420‐2220‐41230 Medicare Contributions 7,724.00 1,071.35 13.87%Add 2 FT Firefighter's not started in Q1101‐420‐2220‐41300 Insurance 69,741.00 6,656.17 9.54%Add 2 FT Firefighter's not started in Q1101‐420‐2220‐41325 Life Insurance 252.00 25.13 9.97%Add 2 FT Firefighter's not started in Q1101‐420‐2220‐41330 STD/LTD 2,286.00 208.66 9.13%Add 2 FT Firefighter's not started in Q1101‐420‐2220‐41510 Workers Compensation 43,316.00 27,143.81 62.66%Total Personnel762,000.00 121,754.63 15.98%Within expectationMaterials and Supplies101‐420‐2220‐42000 Office Supplies 1,000.00 ‐ 0.00%101‐420‐2220‐42080 EMS Supplies 2,400.00 499.26 20.80%101‐420‐2220‐42090 Fire Prevention 2,000.00 ‐ 0.00%101‐420‐2220‐42120 Fuel, Oil and Fluids 14,000.00 2,963.79 21.17%101‐420‐2220‐42400 Small Tools & Equipment 25,419.00 3,094.29 12.17%Total Materials and Supplies44,819.00 6,557.34 14.63%Charges and Services101‐420‐2220‐43050 Physicals 8,500.00 ‐ 0.00%101‐420‐2220‐43150 Contract Services 3,500.00 ‐ 0.00%Valuation101‐420‐2220‐43185 IT Support 19,418.00 4,854.45 25.00%101‐420‐2220‐42002 IT Hardware 3,400.00 ‐ 0.00%101‐420‐2220‐43190 Software Programs 3,730.00 2,995.00 80.29%101‐420‐2220‐43210 Telephone 4,660.00 573.97 12.32%101‐420‐2220‐43230 Radio 21,499.00 ‐ 0.00%Paid Q1 in April101‐420‐2220‐43310 Mileage 500.00 ‐ 0.00%101‐420‐2220‐43630 Insurance 11,514.00 ‐ 0.00%Paid Q2101‐420‐2220‐43810 Utility15,914.00 2,425.25 15.24%101‐420‐2220‐43840 Refuse 1,061.00 77.32 7.29%101‐420‐2220‐44010 Repairs/Maint Bldg 9,000.00 133.81 1.49%101‐420‐2220‐44040 Repairs/Maint Eqpt 43,920.00 1,628.03 3.71%101‐420‐2220‐44170 Uniforms 10,000.00 436.70 4.37%101‐420‐2220‐44330 Dues & Subscriptions 3,450.00 2,260.50 65.52%101‐420‐2220‐44350 Books 1,000.00 ‐ 0.00%101‐420‐2220‐44370 Conferences & Training24,568.00 4,799.79 19.54%Total Charges and Services185,634.00 20,184.82 10.87%Capital Outlay101‐480‐8000‐45800 Equipment 92,286.00 5,787.05 6.27%Turnout gear replacements and radio grant matchTotal Capital Outlay92,286.00 5,787.05 6.27%Miscellaneous101‐420‐2220‐47200 Transfer Out 51,537.00 ‐ 0.00%Transfer to Vehicle Replacement Fund at EOY101‐420‐2220‐44300 Miscellaneous 2,000.00 284.03 14.20%Total Miscellaneous53,537.00 284.03 0.53%2220Total Fire 1,138,276.00 154,567.87 13.58%2220Fire ReliefCharges and Services101‐420‐2250‐44920 Fire State Aid 76,608.00 ‐ 0.00%Pass through in OctTotal Charges and Services76,608.00 ‐ 0.00%2250Total Fire Relief76,608.00 ‐ 0.00%Within expectation8 CITY OF LAKE ELMO2021 YTD ActualsMaster Worksheet 4/12/20221:47 PM2022 Actual YTD % ofAccount NumberDescriptionAdopted3/31/2022BudgetComments2400Building InspectionPersonnel101‐420‐2400‐41010 Full‐time Salaries427,111.00 76,976.81 18.02%Building inspector left101‐420‐2400‐41210 PERA Contributions 32,033.00 5,716.07 17.84%Building inspector left101‐420‐2400‐41216 MSRS Employer Contribution 519.00 107.47 20.71%Building inspector left101‐420‐2400‐41220 FICA Contributions 26,481.00 4,345.26 16.41%Building inspector left101‐420‐2400‐41230 Medicare Contributions 6,193.00 1,067.23 17.23%Building inspector left101‐420‐2400‐41300 Insurance 90,962.00 13,854.00 15.23%Building inspector left101‐420‐2400‐41325 Life Insurance 344.00 42.87 12.46%Building inspector left101‐420‐2400‐41330 STD/LTD 2,473.00 273.66 11.07%Building inspector left101‐420‐2400‐41510 Workers Compensation 4,644.00 2,910.20 62.67%Total Personnel590,760.00 105,293.57 17.82%Within expectationMaterials and Supplies101‐420‐2400‐42000 Office Supplies 1,750.00 28.42 1.62%101‐420‐2400‐42030 Printed Forms 350.00 ‐ 0.00%101‐420‐2400‐42120 Fuel, Oil and Fluids 4,000.00 1,257.78 31.44%Total Materials and Supplies6,100.00 1,286.20 21.09%Within expectationCharges and Services101‐420‐2400‐43030 Engineering 5,000.00 24.25 0.49%101‐420‐2400‐43150 Inspector Contract Services328,879.00 41,347.78 12.57%101‐420‐2400‐43185 IT Support 13,378.00 3,344.46 25.00%101‐420‐2400‐42002 IT Hardware 2,520.00 ‐ 0.00%New computer BuildingInspector101‐420‐2400‐43190 Software Programs 3,500.00 3,280.00 93.71%101‐420‐2400‐43210 Telephone 6,170.00 ‐ 0.00%Buiding start using in Q2101‐420‐2400‐43630 Insurance 5,458.00 ‐ 0.00%101‐420‐2400‐44040 Repairs/Maint Eqpt 1,500.00 1,020.24 68.02%Copier101‐420‐2400‐44170 Uniforms 1,200.00 30.59 2.55%101‐420‐2400‐44330 Dues & Subscriptions 500.00 ‐ 0.00%101‐420‐2400‐44350 Books 1,800.00 ‐ 0.00%101‐420‐2400‐44370 Conferences & Training4,000.00 241.00 6.03%Total Charges and Services373,905.00 49,288.32 13.18%Capital Outlay101‐480‐2400‐45500 Vehicle‐ ‐ #DIV/0!Total Capital Outlay‐ ‐ #DIV/0!Miscellaneous101‐420‐2400‐47200 Transfer Out 9,539.00 0.00%101‐420‐2400‐44371 Allocations from Admin, Finance, City Hall36,981.00 0.00%Offset by negative budgets in Admin, Finance and City Hall101‐420‐2400‐44300 Miscellaneous 1,000.00 70.16 7.02%Total Miscellaneous47,520.00 70.16 0.15%2400Total Building Inspection 1,018,285.00 155,938.25 15.31%9 CITY OF LAKE ELMO2021 YTD ActualsMaster Worksheet 4/12/20221:47 PM2022 Actual YTD % ofAccount NumberDescriptionAdopted3/31/2022BudgetComments2500Emergency CommunicationsCharges and Services101‐420‐2500‐43150 Contract Services 20,136.00 ‐ 0.00%Replace siren pole in 2022. Not yet completedTotal Charges and Services20,136.00 ‐ 0.00%2500Total Emergency Communications 20,136.00 ‐ 0.00%Within expectation2700Animal ControlCharges and Services101‐420‐2700‐43150 Contract Services 13,000.00 1,750.85 13.47%Total Charges and Services13,000.00 1,750.85 13.47%2700Total Animal Control 13,000.00 1,750.85 13.47%Within expectation3100StreetsPersonnel101‐430‐3100‐41010 Full‐time Salaries386,752.00 85,908.51 22.21%101‐430‐3100‐41020 Overtime 9,748.00 3,691.65 37.87%101‐430‐3100‐41040 Temporary Employees 18,000.00 ‐ 0.00%101‐430‐3100‐41210 PERA Contributions 29,738.00 6,720.08 22.60%101‐430‐3100‐41220 FICA Contributions 25,699.00 5,299.61 20.62%101‐430‐3100‐41230 Medicare Contributions 6,010.00 1,239.46 20.62%101‐430‐3100‐41300 Insurance 86,942.00 18,800.70 21.62%101‐430‐3100‐41325 Life Insurance 379.00 77.80 20.53%101‐430‐3100‐41330 STD/LTD 2,166.00 473.51 21.86%101‐430‐3100‐41600 Safety Clothing Allowance800.00 ‐ 0.00%101‐430‐3100‐41510 Workers Compensation 54,483.00 34,141.44 62.66%Total Personnel620,717.00 156,352.76 25.19%Within expectationMaterials and Supplies101‐430‐3100‐42000 Office Supplies 500.00 86.83 17.37%101‐430‐3100‐42120 Fuel, Oil and Fluids 22,000.00 11,789.25 53.59%101‐430‐3100‐42150 Operating Supplies 9,500.00 1,321.16 13.91%101‐430‐3100‐42210 Repair/Maint. Supplies 10,000.00 2,307.58 23.08%101‐430‐3100‐42212 Repair/Maint. Supplies S&I 10,000.00 3,599.82 36.00%101‐430‐3100‐42240 Street Maintenance & Landscaping ‐ Materials35,000.00 ‐ 0.00%101‐430‐3100‐42260 Street Signs 4,000.00 ‐ 0.00%101‐430‐3100‐42290 Sand/Salt S&I 62,000.00 24,007.82 38.72%101‐430‐3100‐42400 Small Tools & Minor Equipment 4,500.00 589.72 13.10%101‐430‐3100‐44375 Personal Protection Equipment1,200.00 144.77 12.06%Total Materials and Supplies158,700.00 43,846.95 27.63%Within expectation10 CITY OF LAKE ELMO2021 YTD ActualsMaster Worksheet 4/12/20221:47 PM2022 Actual YTD % ofAccount NumberDescriptionAdopted3/31/2022BudgetCommentsCharges and Services101‐430‐3100‐43030 Engineering Services 14,000.00 852.50 6.09%101‐430‐3100‐43090 Sealcoating & Crack Sealing1,015,000.00 5,432.50 0.54%No work in Q1101‐430‐3100‐43150 Contract Services 24,000.00 893.85 3.72%101‐430‐3100‐43185 IT Support 17,309.00 4,498.19 25.99%101‐430‐3100‐42002 IT Hardware 750.00 ‐ 0.00%101‐430‐3100‐43190 Software Programs 8,263.00 ‐ 0.00%101‐430‐3100‐43210 Telephone 5,000.00 913.02 18.26%101‐430‐3100‐43230 Radio 6,750.00 ‐ 0.00%101‐430‐3100‐43310 Mileage 100.00 ‐ 0.00%101‐430‐3100‐43510 Public Notices 212.00 ‐ 0.00%101‐430‐3100‐43630 Insurance 28,366.00 ‐ 0.00%Billed in Q2101‐430‐3100‐43810 Utilities30,000.00 7,331.45 24.44%101‐430‐3100‐43811 Street Lights 45,000.00 9,606.89 21.35%101‐430‐3100‐43840 Refuse 5,500.00 1,094.26 19.90%101‐430‐3100‐44010 Repairs/Maint Bldg. 12,000.00 449.36 3.74%101‐430‐3100‐44030 Repairs/Maint Imp Other Than Bldg. 850.00 ‐ 0.00%101‐430‐3100‐44040 Repairs/Maint Equip 20,000.00 2,429.39 12.15%101‐430‐3100‐44041 Repairs/Maint Equip S&I 13,000.00 1,672.24 12.86%101‐430‐3100‐44130 Equipment Rental 1,250.00 ‐ 0.00%101‐430‐3100‐44170 Uniforms 5,700.00 751.78 13.19%101‐430‐3100‐44330 Dues & Subscriptions 750.00 303.12 40.42%101‐430‐3100‐44370 Conferences & Training4,175.00 1,000.00 23.95%Total Charges and Services1,257,975.00 37,228.55 2.96%Capital Outlay101‐900‐9000‐47200 Transfer to Vehicle Replacement Fund101‐480‐3100‐45500 Capital Purchases256,350.00 ‐ 0.00%Patching trailer and median. $186,350 to the street landscape budget for 2022 for the 5th St mediansTotal Capital Outlay256,350.00 ‐ 0.00%Miscellaneous101‐430‐3100‐47200 Transfer to Vehicle Replacement Fund ‐ Streets86,963.00 ‐ 0.00%EOY transfer101‐430‐3100‐44300 Miscellaneous 475.00 318.97 67.15%Total Miscellaneous87,438.00 318.97 0.36%3100Total Streets 2,381,180.00 237,747.23 9.98%11 CITY OF LAKE ELMO2021 YTD ActualsMaster Worksheet 4/12/20221:47 PM2022 Actual YTD % ofAccount NumberDescriptionAdopted3/31/2022BudgetComments5200Parks & RecreationPersonnel101‐450‐5200‐41010 Full‐time Salaries91,652.00 15,332.98 16.73%101‐450‐5200‐41040 Temporary Employees 10,500.00 ‐ 0.00%101‐450‐5200‐41210 PERA Contributions 6,874.00 1,150.00 16.73%101‐450‐5200‐41220 FICA Contributions 6,333.00 901.65 14.24%101‐450‐5200‐41230 Medicare Contributions 1,481.00 210.86 14.24%101‐450‐5200‐41300 Insurance 19,748.00 2,447.63 12.39%101‐450‐5200‐41325 Life Insurance 81.00 9.47 11.69%101‐450‐5200‐41330 STD/LTD 514.00 66.90 13.02%101‐450‐5200‐41600 Safety Clothing Allowance270.00 ‐ 0.00%101‐450‐5200‐41510 Workers Compensation 11,991.00 2,857.10 23.83%Total Personnel149,444.00 22,976.59 15.37%Materials and Supplies101‐450‐5200‐42000 Office Supplies 450.00 51.99 11.55%101‐450‐5200‐42120 Fuel, Oil and Fluids 6,250.00 1,355.90 21.69%101‐450‐5200‐42150 Operating Supplies 750.00 ‐ 0.00%101‐450‐5200‐42210 Repair/Maint. Supplies 7,250.00 994.33 13.71%101‐450‐5200‐42230 Building Repair Supplies 500.00 ‐ 0.00%101‐450‐5200‐42250 Landscaping Materials650.00 ‐ 0.00%101‐450‐5200‐42400 Small Tools & Minor Equipment 4,550.00 49.97 1.10%Total Materials and Supplies20,400.00 2,452.19 12.02%Charges and Services101‐450‐5200‐43150 Contracted Services 74,500.00 202.07 0.27%101‐450‐5200‐43185 IT Support 2,909.00 897.94 30.87%101‐450‐5200‐43210 Telephone 1,750.00 100.58 5.75%101‐450‐5200‐43630 Insurance 8,644.00 ‐ 0.00%Billed in Q2101‐450‐5200‐43810 Utilities11,139.00 1,097.60 9.85%101‐450‐5200‐43840 Refuse 4,000.00 273.60 6.84%101‐450‐5200‐44010 Repairs/Maint Bldg 3,000.00 ‐ 0.00%101‐450‐5200‐44030 Repairs/Maint Imp Not Bldgs 3,200.00 ‐ 0.00%101‐450‐5200‐44040 Repairs/Maint Eqpt 14,000.00 782.09 5.59%101‐450‐5200‐44120 Rentals ‐ Buildings 7,000.00 305.00 4.36%Portable toilets101‐450‐5200‐44170 Uniforms 1,100.00 145.56 13.23%101‐450‐5200‐44302 Lakes 15,000.00 ‐ 0.00%101‐450‐5200‐44301 Events 550.00 ‐ 0.00%101‐450‐5200‐44370 Conferences & Training3,000.00 ‐ 0.00%101‐450‐5200‐44130 Equipment Rental 750.00 ‐ 0.00%101‐450‐5200‐44375 Personal Protection Equipment400.00 ‐ 0.00%Total Charges and Services150,942.00 3,804.44 2.52%Capital Outlay101‐450‐5200‐47200 Transfer Out 1,961.00 ‐ 0.00%101‐900‐5200‐45500 Capital Purchases‐ ‐ #DIV/0!Total Capital Outlay1,961.00 ‐ 0.00%Miscellaneous101‐450‐5200‐44300 Miscellaneous 750.00 ‐ 0.00%Total Miscellaneous750.00 ‐ 0.00%5200Total Parks & Recreation 323,497.00 29,233.22 9.04%12 CITY OF LAKE ELMO2021 YTD ActualsMaster Worksheet 4/12/20221:47 PM2022 Actual YTD % ofAccount NumberDescriptionAdopted3/31/2022BudgetComments9000TransfersTransfers101‐900‐9000‐47201 Operating Transfer to Proj Fun 17,254.00 ‐ 0.00%Transfer to cover Inwood & 5th St Stop LightTotal Transfers17,254.00 ‐ 0.00%9000Total Transfers 17,254.00 ‐ 0.00%Within expectation9000Contingency ReserveContingency ReserveReserve for possible Insurance Increase‐ ‐ #DIV/0!Total Contingency Reserve‐ ‐ #DIV/0!9000Contingency Reserve‐ ‐ #DIV/0!Prior Period AdjustmentsTotal General Fund Expenditures:7,248,538.00 729,817.10 10.07%Total Gen Fund Revs. Over/(Under) Expenditures:‐ (215,298.26) 13 CITY OF LAKE ELMO2021 YTD ActualsMaster Worksheet 4/12/20221:47 PM2022 Actual YTD % ofAccount NumberDescriptionAdopted3/31/2022BudgetComments601Water FundWater Fund Revenues:601‐000‐0000‐36210 Interest on Investments32,689.00 0.00%Allocated at EOY. Adjusted for MVA and Accrued int at beginning of year!601‐494‐8000‐36103 Prepaid Special Assessments‐ 1,353.36 #DIV/0!Prepaid of new assessment rolls prior to certification601‐000‐0000‐37100 Water Sales 1,147,441.00 1,462.05 0.13%Q1 Billed in April601‐000‐0000‐37120 Bulk Water2,000.00 ‐ 0.00%601‐000‐0000‐37140 Water Access Revenue 1,104,000.00 0.00%Fluctuates with timing and number of developments/projects. 601‐000‐0000‐37150 Water Connections ‐ Municipal 456,000.00 52,000.00 11.40%601‐000‐0000‐37170 Meter Sales130,600.00 23,160.04 17.73%Total Water Fund Revenues:2,872,730.00 77,975.45 2.71%Water Fund Expenses:Personnel601‐494‐9400‐41010 Full‐time Salaries309,664.00 61,700.94 19.93%601‐494‐9400‐41020 Overtime 8,395.00 1,902.17 22.66%601‐494‐9400‐41210 PERA Contributions 23,854.00 4,770.60 20.00%601‐494‐9400‐41216 MSRS Contributions ‐City Admin 633.00 155.04 24.49%601‐494‐9400‐41220 FICA Contributions 19,720.00 3,735.32 18.94%601‐494‐9400‐41230 Medicare Contributions 4,612.00 873.47 18.94%601‐494‐9400‐41300 Insurance 68,291.00 13,781.67 20.18%601‐494‐9400‐41325 Life Insurance 251.00 61.40 24.46%601‐494‐9400‐41330 STD/LTD 1,755.00 341.15 19.44%601‐494‐9400‐41600 Safety Clothing Allowance665.00 ‐ 0.00%601‐494‐9400‐41510 Workers Compensation 8,638.00 5,413.19 62.67%Total Personnel446,478.00 92,734.95 20.77%Within expectationMaterials and Supplies601‐494‐9400‐42000 Office Supplies 750.00 573.95 76.53%601‐494‐9400‐42120 Fuel, Oil and Fluids 9,000.00 1,410.49 15.67%601‐494‐9400‐42030 Printed Forms 850.00 ‐ 0.00%601‐494‐9400‐42150 Operating Supplies 3,200.00 273.38 8.54%601‐494‐9400‐42160 Chemicals 12,000.00 2,808.11 23.40%601‐494‐9400‐42210 Repair/Maint. Supplies 12,000.00 334.54 2.79%601‐494‐9400‐42300 Water Meters & Supplies205,600.00 33,793.99 16.44%Shortage of Meter supplies in Q1. In line with revenues generated from sales of meters601‐494‐9400‐44375 Personal Protective Equipment900.00 ‐ 0.00%601‐494‐9400‐42400 Small Tools & Minor Equipment 7,500.00 288.91 3.85%Total Materials and Supplies251,800.00 39,483.37 15.68%Within expectation14 CITY OF LAKE ELMO2021 YTD ActualsMaster Worksheet 4/12/20221:47 PM2022 Actual YTD % ofAccount NumberDescriptionAdopted3/31/2022BudgetCommentsCharges and Services601‐494‐9400‐43030 Engineering Services 25,000.00 390.00 1.56%601‐494‐9400‐43040 Legal Services 40,000.00 1,548.50 3.87%601‐494‐9400‐43010 Audit Services 8,706.00 1,500.00 17.23%601‐494‐9400‐43090 Newsletter1,300.00 ‐ 0.00%601‐494‐9400‐43150 Contract Services 40,000.00 5,424.42 13.56%601‐494‐9400‐43185 IT Support 9,817.00 2,556.82 26.04%601‐494‐9400‐42002 IT Hardware 1,350.00 ‐ 0.00%601‐494‐9400‐43190 Software Programs 12,670.00 75.00 0.59%601‐494‐9400‐43210 Telephone 2,600.00 254.67 9.80%601‐494‐9400‐44377 Credit Card Fees9,809.00 3,852.26 39.27%PSN CC Fees. Fluctuates with timing of collections601‐494‐9400‐43220 Postage 4,142.00 555.31 13.41%601‐494‐9400‐43310 Mileage 200.00 ‐ 0.00%601‐494‐9400‐43610 Insurance 12,768.00 11,214.78 87.84%Paid in Q1601‐494‐9400‐43810 Electric Utility78,020.00 21,452.69 27.50%601‐494‐9400‐43820 Water Utility28,000.00 10,193.85 36.41%601‐494‐9400‐44030 Repairs\Maint Imp Not Bldgs 45,000.00 1,440.00 3.20%601‐494‐9400‐44040 Repairs/Maint. Equip. 8,500.00 ‐ 0.00%601‐494‐9400‐44010 Repairs\Maint Imp Bldgs 18,000.00 1,515.93 8.42%601‐494‐9400‐44150 Equipment Rental 1,000.00 ‐ 0.00%601‐494‐9400‐44170 Uniforms 1,000.00 178.22 17.82%601‐494‐9400‐44330 Dues & Subscriptions 400.00 ‐ 0.00%601‐494‐9400‐44370 Conferences & Training2,450.00 690.99 28.20%601‐494‐9400‐44386 Real Estate Taxes16,119.00 15,416.00 95.64%Total Charges and Services366,851.00 78,259.44 21.33%Within expectationCapital Outlay601‐494‐9400‐45300 Improvments Other Than Bldgs6,236,219.00 58,064.00 0.93%Meters 75K and CIP items. Fluctuates with timing of constructionTotal Capital Outlay6,236,219.00 58,064.00 0.93%Miscellaneous and Non‐operating601‐494‐9400‐44300 Miscellaneous 2,000.00 564.99 28.25%601‐494‐9400‐46010 Bond Principal 880,000.00 545,000.00 61.93%601‐494‐9400‐46110 Bond Interest 235,572.00 81,827.15 34.74%Total Misc. and Non‐operating1,117,572.00 627,392.14 56.14%Within expectation. Outstanding bonds have different payment schedules.Prior Period AdjustmentsTotal Water Fund Expenses:8,418,920.00 895,933.90 10.64%Total Water Fund Revs. Over/(Under) Expenses:(5,546,190.00) (817,958.45) 14.75%15 CITY OF LAKE ELMO2021 YTD ActualsMaster Worksheet 4/12/20221:47 PM2022 Actual YTD % ofAccount NumberDescriptionAdopted3/31/2022BudgetComments602Sewer FundSewer Fund Revenues:602‐000‐0000‐36210 Interest on Investments36,834.00 0.00%Allocated at EOY. Adjusted for MVA and Accrued int at beginning of year!602‐000‐0000‐37200 Sewer Sales 544,013.00 ‐ 0.00%Billed in April602‐000‐0000‐37220 SAC Early Pay discount/revenue8,500.00 497.99 5.86%Fluctuates with timing and number of developments/projects. 602‐000‐0000‐37240 Sewer Connecton Fee Revenue (SAC) 727,500.00 ‐ 0.00%Fluctuates with timing and number of developments/projects. 602‐000‐0000‐37260 Sewer Connection Fees Municipal 367,000.00 44,000.00 11.99%Total Sewer Fund Revenues:1,683,847.00 69,511.62 4.13%Sewer Fund Expenses:Personnel602‐495‐9450‐41010 Full‐time Salaries132,323.00 29,967.37 22.65%602‐495‐9450‐41020 Overtime 7,676.00 2,014.37 26.24%602‐495‐9450‐41210 PERA Contributions 10,500.00 2,397.86 22.84%602-495-9450-41216MSRS Contributions ‐City Admin 317.00 77.55 24.46%602‐495‐9450‐41220 FICA Contributions 8,680.00 1,876.36 21.62%602‐495‐9450‐41230 Medicare Contributions 2,030.00 438.65 21.61%602‐495‐9450‐41300 Insurance 30,046.00 7,779.14 25.89%602‐495‐9450‐41325 Life Insurance 95.00 33.35 35.11%602‐495‐9450‐41330 STD/LTD 727.00 175.01 24.07%602‐495‐9450‐41600 Safety Clothing Allowance140.00 ‐ 0.00%602‐495‐9450‐41510 Workers Compensation 4,000.00 1,872.05 46.80%Total Personnel196,534.00 46,631.71 23.73%Within expectationMaterials and Supplies602‐495‐9450‐42210 Repair/Maint. Supplies 10,000.00 9,134.39 91.34%$7,916.67 Bioxide chemical at lisbon lift every 2‐3 yrs paid in Q1602‐495‐9450‐42000 Office Supplies 400.00 ‐ 0.00%602‐495‐9450‐42030 Printed Forms 650.00 ‐ 0.00%602‐495‐9450‐42120 Fuel, Oil and Fluids 8,000.00 1,335.49 16.69%602‐495‐9450‐42150 Operating Suppies 1,250.00 169.90 13.59%602‐495‐9450‐44375 Personal Protective Equipment450.00 ‐ 0.00%602‐495‐9450‐42400 Small Tools & Minor Equipment 2,500.00 265.44 10.62%Total Materials and Supplies23,250.00 10,905.22 46.90%Within expectation16 CITY OF LAKE ELMO2021 YTD ActualsMaster Worksheet 4/12/20221:47 PM2022 Actual YTD % ofAccount NumberDescriptionAdopted3/31/2022BudgetCommentsCharges and Services602‐495‐9450‐43030 Engineering Services 12,500.00 97.50 0.78%602‐495‐9450‐43010 Audit Services 8,706.00 1,500.00 17.23%602‐495‐9450‐43090 Newsletter1,300.00 ‐ 0.00%602‐495‐9450‐43150 Contract Services 50,000.00 2,626.24 5.25%602‐495‐9450‐43185 IT Support 4,558.00 1,242.08 27.25%602‐495‐9450‐42002 IT Hardware 1,350.00 ‐ 0.00%602‐495‐9450‐43190 Software Programs 12,669.00 75.00 0.59%602‐495‐9450‐43210 Telephone 3,100.00 344.83 11.12%602‐495‐9450‐44377 Credit Card Fees9,809.00 3,852.25 39.27%602‐495‐9450‐43220 Postage 3,392.00 402.12 11.85%602‐495‐9450‐43310 Mileage 100.00 ‐ 0.00%602‐495‐9450‐43610 Insurance 6,000.00 4,476.96 74.62%Paid in Q1602‐495‐9450‐43810 Electric Utility16,500.00 4,026.77 24.40%602‐495‐9450‐43820 Sewer Utility ‐ Met Council 421,861.00 140,619.76 33.33%Four Invoices paid in Q1 (Jan through April)602‐495‐9450‐44010 Repairs/Maint Imp Bldgs 1,000.00 ‐ 0.00%602‐495‐9450‐44040 Repairs/Maint. Equip. 4,500.00 ‐ 0.00%602‐495‐9450‐44150 Equipment Rental 8,000.00 ‐ 0.00%602‐495‐9450‐44170 Uniforms 600.00 102.00 17.00%602‐495‐9450‐44030 Repairs\Maint Imp Not Bldgs 4,500.00 1,605.59 35.68%602‐495‐9450‐44370 Conferences & Training2,700.00 ‐ 0.00%Total Charges and Services573,145.00 160,971.10 28.09%Within expectationCapital Outlay602‐480‐8081‐43030 Engineering Services‐ ‐ #DIV/0!602‐480‐8081‐43150 Contract Services‐ ‐ #DIV/0!602‐495‐9450‐45300 Improvements Other Than Bldgs22,438.00 ‐ 0.00%Sewer OversizingTotal Capital Outlay22,438.00 ‐ 0.00%Miscellaneous and Non‐operating602‐495‐9450‐44300 Miscellaneous Expenses500.00 ‐ 602‐495‐9450‐46010 Bond Principal 475,000.00 315,000.00 66.32%602‐495‐9450‐46110 Bond Interest 161,519.00 72,972.50 45.18%Total Misc. and Non‐operating637,019.00 387,972.50 60.90%Within expectation. Outstanding bonds have different payment schedules.Prior Period AdjustmentTotal Sewer Fund Expenses:1,452,386.00 606,480.53 41.76%Total Sewer Fund Revs. Over/(Under) Expenses:231,461.00 (536,968.91) ‐231.99%17 CITY OF LAKE ELMO2021 YTD ActualsMaster Worksheet 4/12/20221:47 PM2022 Actual YTD % ofAccount NumberDescriptionAdopted3/31/2022BudgetComments603Storm Water FundStorm Water Fund Revenues:603‐000‐0000‐36210 Interest on Investment4,463.00 0.00%Ofset by the Market Value adjusment for Financial Reporting at year end. 603‐000‐0000‐37300 Surface Water Utility Sales464,080.00 ‐ 0.00%Quartely bills begin in April for accounts that also have water/sewer services, otherwise billed annualy at the beginning of the following year603‐000‐0000‐34113 SW Review Fee Revenue 39,375.00 7,087.50 18.00%Total Storm Water Fund Revenues:507,918.00 7,087.50 1.40%Storm Water Fund Expenses:Personnel603‐496‐9500‐41010 Full‐time Salaries81,316.00 14,151.57 17.40%603‐496‐9500‐41020 Overtime 1,000.00 ‐ 0.00%603‐496‐9500‐41210 PERA Contributions 6,174.00 1,061.38 17.19%603‐496‐9500‐41216 MSRS Contributions ‐City Admin 158.00 39.01 24.69%603‐496‐9500‐41220 FICA Contributions 5,104.00 832.89 16.32%603‐496‐9500‐41230 Medicare Contributions 1,193.00 194.92 16.34%603‐496‐9500‐41300 Insurance 18,616.00 3,375.98 18.13%603‐496‐9500‐41325 Life Insurance 55.00 14.48 26.33%603‐496‐9500‐41330 STD/LTD 476.00 68.25 14.34%603‐496‐9500‐41600 Safety Clothing Allowance125.00 ‐ 0.00%603‐496‐9500‐41510 Workers' Compensation 2,455.00 730.69 29.76%Total Personnel116,672.00 20,469.17 17.54%PW allocations are estimates.Materials and Supplies603‐496‐9500‐42000 Office Supplies 350.00 ‐ 0.00%603‐496‐9500‐42120 Fuel, Oil and Fluids 3,750.00 ‐ 0.00%603‐496‐9500‐42030 Printed Forms 500.00 ‐ 0.00%No forms purchased in Q1603‐496‐9500‐42270 Repair/Maint. Maint Supplies2,500.00 396.00 15.84%603‐496‐9500‐42150 Operating Supplies 750.00 ‐ 0.00%603‐496‐9500‐44375 Personal Protective Equipment500.00 ‐ 0.00%603‐496‐9500‐42400 Small Tools & Minor Equipment 2,500.00 ‐ 0.00%Total Materials and Supplies10,850.00 396.00 3.65%18 CITY OF LAKE ELMO2021 YTD ActualsMaster Worksheet 4/12/20221:47 PM2022 Actual YTD % ofAccount NumberDescriptionAdopted3/31/2022BudgetCommentsCharges and Services603‐496‐9500‐43030 Engineering Services 12,000.00 247.00 2.06%603‐496‐9500‐43010 Audit Services 8,706.00 1,500.00 17.23%603‐496‐9500‐43150 Contract Services 6,700.00 193.96 2.89%603‐496‐9500‐43185 IT Support 2,163.00 793.19 36.67%603‐496‐9500‐42002 IT Hardware 600.00 ‐ 0.00%603‐496‐9500‐43190 Software Programs 11,955.00 75.00 0.63%603‐496‐9500‐43210 Telephone 1,100.00 170.60 15.51%603‐496‐9500‐44377 Credit Card Fees500.00 ‐ 0.00%603‐496‐9500‐43220 Postage 1,750.00 1,551.39 88.65%603‐496‐9500‐43510 Legal Publishing 75.00 ‐ 0.00%603‐496‐9500‐43610 Insurance 8,005.00 7,029.36 87.81%Billed in Q1603‐496‐9500‐44010 Street Sweeping 25,000.00 ‐ 0.00%603‐496‐9500‐44040 Repairs/Maint Equip 2,500.00 ‐ 0.00%603‐496‐9500‐44015 Repairs/Maint Bldg 100.00 ‐ 0.00%603‐496‐9500‐44030 Repairs/Maint Not Bldg 25,000.00 ‐ 0.00%603‐496‐9500‐44150 Equipment Rental 1,000.00 ‐ 0.00%603‐496‐9500‐44170 Uniforms 250.00 41.16 16.46%603‐496‐9500‐44370 Conferences & Training1,425.00 ‐ 0.00%Total Charges and Services108,829.00 11,601.66 10.66%Within expectationCapital Outlay603‐496‐9500‐45300 Improvements Other Than Bldgs‐ ‐ #DIV/0!Total Capital Outlay‐ ‐ #DIV/0!Miscellaneous and Non‐operating603‐496‐9500‐44300 Miscellaneous Expenses5,000.00 ‐ 0.00%603‐496‐9500‐46010 Bond Principal 205,000.00 205,000.00 100.00%603‐496‐9500‐46110 Bond Interest 52,713.00 27,444.00 52.06%Total Misc. and Non‐operating262,713.00 232,444.00 88.48%Within expectation. Outstanding bonds have different payment schedules.Prior Period AdjustmentTotal Storm Water Fund Expenses:499,064.00 264,910.83 53.08%Total Storm Water Fund Revs. Over/(Under) Expenses:8,854.00 (257,823.33) ‐2911.94%19 Category Total Concentration Face / Cost Yield to Maturity Annualized Cost Yield Amount Market Value Money Market 66% 34,158,429.91 0.32% 108,928.18 34,158,429.91$ Brokered CD 9% 4,383,000.00 1.32% 57,749.50 4,403,367.07$ Non‐Brokered CD 2% 1,000,000.00 0.50% 5,000.00 1,000,000.00$ Government Securities 16% 8,265,000.00 0.71% 58,381.00 8,187,315.35$ Municipal Securities 6% 3,159,873.20 2.44% 77,247.34 3,240,844.70$ Checking 1% 728,057.44 0.00%‐ 728,057.44$ 100% 51,694,360.55 0.59% 307,306.01$ 51,718,014.47$ Category Total Concentration Face / Cost Yield to Maturity Annualized Cost Yield Amount Market Value Money Market 53% 25,315,744.95 0.43% 109,582.50 25,315,744.95 Brokered CD 9% 4,138,000.00 1.26% 52,016.50 4,028,722.32 Non‐Brokered CD 13% 6,000,000.00 0.63% 37,500.00 6,000,000.00 Government Securities 17% 8,515,000.00 0.71% 60,881.00 8,101,676.90 Municipal Securities 7% 3,159,873.20 2.44% 77,247.34 3,097,628.85 Checking 2% 801,572.89 0.00%‐ 801,572.89 100% 47,930,191.04$ 0.70% 337,227.34$ 47,345,345.91$ Change Face/Cost (3,764,169.51) ‐7.28% Yield to Maturity 0.11% Concentration ‐26% As of December 31, 2021 As of March 31, 2022 Overall the rates in Q1 2022 remained comparable with Q4 2021 rates. Going forward the greatest impact will be when CD's and Agency obligations are called and the options to replace will have higher or similar yelds than what we have seen in the last year or two since the market is starting to pick up. This should help stabilize returns on investments. The number of calls on Munis are minimal so the yield on that portion of the portfolio should not diminish significantly. The total Cash & Investments decreased 7.28% or $3,764,169.51 in part due to debt service payments in January/Feb for approximately 3.2 mill and payment to Washington County Sheriff for Police services for $440,394.09. Money Market decreased approximately 26 % from previous quarter or 8.8 mill. 6 mill were invested short term at the beginning of the year in one year non‐brokered CD's and the rest were transfered to checking to help cover debt service payments. As noted in previous quarter funds for the CIP projects (City Center) are kept in a Money Market account since are expected to be spent within the next 12‐18 months. Money Market$25,315,744.95 53%Brokered CD$4,028,722.32 8%Non‐Brokered CD$6,000,000.00 13%Government Securities$8,101,676.90 17%Municipal Securities$3,097,628.85 7%Checking$801,572.89 …Market Value as of 03/31/2022Money MarketBrokered CDNon‐Brokered CDGovernment SecuritiesMunicipal SecuritiesChecking 20,221.73 16,900.64 25,192.67 62,315.04 ‐10,000.00 20,000.00 30,000.00 40,000.00 50,000.00 60,000.00 70,000.00 January February March April May June July August September October November December Total2022 Interest Earnings from Investments Fire Response Activity:Jan Feb Mar Apr May June July Aug Sept Oct Fire 1 6 1 Rupture/Explosion/Overheat 1 0 0 Accident MV and Ped 11 5 5 Rescue and EMS 40 25 31 Hazardous Condition (No Fire) 1 2 3 Service Call 1 1 2 Good Intent Call 2 6 9 False Alarm & False Call 6 2 10 Weather / Disaster 0 0 0 Total Calls 63 47 61 Total Per 1,000 Residents 5.56 4.15 5.38 Average Enroute Time (min:sec) Average Arrival Time (min:sec) Fire Inspection Activity:Jan Feb Mar Apr May June July Aug Sept Oct Inspections/PrePlans 48 35 26 System Rough-In and Final 8 14 3 Key Box Updates/Installs 9 6 1 Request for Data 0 2 0 Consultations 4 5 3 Plans (Alarm/Sprinkler/Burn)6 5 3 Investigation/Follow Up 3 0 2 Total 78 67 38 Summary of Lake Elmo Fire Department Activity - 2022 2020 CIP - F018 - 2021 Chevrolet Tahoe CV1 Project Budget: $62,000 Project Actual: $60,623.94 Completed CIP Project 4:12 10:12 Nov Dec Total 8 1 21 96 6 4 17 18 0 171 15.09 Nov Dec Total 109 25 16 2 12 14 5 183 Summary of Lake Elmo Fire Department Activity - 2022 1st Quarter 2nd Quarter 3rd Quarter 4th Quarter Total # Gallons of Water Pumped 45,455,000 45,455,000 # of Locates 772 772 # of water leaks/breaks 1 1# of water meters installed/replaced 83 83 # of hours spent on the sanitary sewer maintence 345.78 345.78 Tons of asphalt mix used 4.50 4.50 Avg time it takes to clear snow from the streets?6.50 6.50 # of winter events attended to 17 17 # of Parks Inspected 17 17 # of Park Issues found 24 24 # of Park reservations 1 1 # of hours spent on ball fields , trails and ice rinks 138.0 138.0 # of man hrs of tree removal/trimming 372.0 372.0 # of Gallons of fuel used 5,037.4 5,037.4 Notes: Park issues found include: missing or loose bolts, ripped or missing nets, ruts from vehicles off the road, Bench or fence hazards, trail hazards, theft or vandalism, broken or unsafe playgounds and tree trimming needs. 1/3 of shop lights were upgraded to LED with excel energy rebates -saving over $600 per year in electic. Well 4 was pulled, repaired and will be reinstalled mid April. A prescribed burn of the Sunfish Lake Park Prairie is planned for late spring. Last year's chip seal roads were reswept after staff blew chips off blvds Summary of 2022 Public Works Activity WASHINGTON COUNTY SHERIFFS OFFICE LAKE ELMO - 273 1/1/2022 2:21:46 AM WC22000020 Keats Ave N / Hudson Blvd N, LAKE ELMO TRAFFIC STOP 1/1/2022 6:21:48 AM WC22000030 XXX Cimarron, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 1/1/2022 8:41:06 AM WC22000035 9XXX James Cir N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 1/1/2022 9:33:42 AM WC22000041 XXX CIMARRON, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 1/1/2022 9:56:19 AM WC22000042 Stillwater Blvd N / Lake Elmo Ave N, LAKE ELMO WELFARE CHECK 1/1/2022 1:10:52 PM WC22000049 10XXX 38TH TRL N, LAKE ELMO THEFT FROM MOTOR VEHICLE 1/1/2022 1:50:30 PM WC22000052 10XXX 38TH ST N, LAKE ELMO THEFT FROM MOTOR VEHICLE 1/1/2022 2:10:53 PM WC22000056 11XXX 39th St N, LAKE ELMO MEDICAL 1/1/2022 3:23:13 PM WC22000062 9XXX 4th Street Ln N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 1/2/2022 3:55:35 AM WC22000142 9XXX 51st St N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 1/2/2022 5:22:04 AM WC22000147 8XXX Hidden Bay Trl N, LAKE ELMO WELFARE CHECK 1/2/2022 11:25:41 AM WC22000162 9XXX Hudson Blvd N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 1/2/2022 12:43:55 PM WC22000166 3XXX Laverne Ave N, LAKE ELMO CITIZEN/PUBLIC ASSIST 1/2/2022 9:27:34 PM WC22000199 XXX Cimarron, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 1/2/2022 10:13:09 PM WC22000203 11XXX Stillwater Blvd N, LAKE ELMO NOISE COMPLAINT/DISTURBANCE 1/2/2022 10:19:00 PM WC22000185 9XXX Whistling Valley Rd, LAKE ELMO WELFARE CHECK 1/3/2022 9:07:26 AM WC22000236 Lake Elmo Ave N / 20th St N, LAKE ELMO CITIZEN/PUBLIC ASSIST 1/3/2022 1:12:35 PM WC22000264 Stillwater Blvd N / Lake Elmo Ave N, LAKE ELMO DRIVING COMPLAINT 1/3/2022 1:19:43 PM WC22000267 Lake Elmo Ave N / 50th St N, LAKE ELMO ACCIDENT 1/3/2022 2:04:38 PM WC22000274 3XXX Laverne Ave N, LAKE ELMO DRUGS 1/3/2022 3:23:39 PM WC22000290 Lake Jane, LAKE ELMO WELFARE CHECK 1/3/2022 4:01:08 PM WC22000292 41st St N / Kokanee Ave N, LAKE ELMO DWI 1/3/2022 4:19:04 PM WC22000303 3XXX Lake Elmo Ave N, LAKE ELMO CIVIL MATTER/DISPUTE 1/3/2022 4:22:39 PM WC22000299 9XXX 55th St N, LAKE ELMO CIVIL MATTER/DISPUTE 1/3/2022 5:56:19 PM WC22000315 9XXX 60th St N, LAKE ELMO CITIZEN/PUBLIC ASSIST 1/3/2022 6:19:47 PM WC22000317 50TH ST N / LILY AVE N, LAKE ELMO ACCIDENT 1/4/2022 4:51:57 AM WC22000368 2XXX Inwood Ave N, LAKE ELMO MEDICAL 1/4/2022 7:15:13 AM WC22000374 50th St N / Stillwater Blvd N, LAKE ELMO ANIMAL COMPLAINT 1/4/2022 9:14:51 AM WC22000386 9XXX 7th St N, LAKE ELMO ANIMAL COMPLAINT 1/4/2022 11:22:00 AM WC22000418 9XXX 55th St N, LAKE ELMO CIVIL MATTER/DISPUTE 1/4/2022 12:25:44 PM WC22000423 9XXX 60th St N, LAKE ELMO CIVIL MATTER/DISPUTE 1/4/2022 2:13:49 PM WC22000438 Junco Rd N / 5th St N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 1/4/2022 4:11:23 PM WC22000457 XXX Julep Ave N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 1/4/2022 4:33:56 PM WC22000459 9XXX Hudson Blvd N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 1Pagev2.1 12/20 Incident Summary Report From:1/1/2022 12:00:00 AM To:1/31/2022 11:59:59 PM PUBLIC 1/4/2022 5:21:47 PM WC22000466 Keats Ave N / 10th St N, LAKE ELMO DRIVING COMPLAINT 1/4/2022 8:55:45 PM WC22000485 10th St N / Lake Elmo Ave N, LAKE ELMO ACCIDENT 1/4/2022 11:32:09 PM WC22000506 9XXX Hudson Blvd N, LAKE ELMO MOTOR VEHICLE THEFT 1/5/2022 1:17:56 AM WC22000518 9XXX Hudson Blvd N, LAKE ELMO UNWANTED PERSON/VEHICLE 1/5/2022 8:11:21 AM WC22000551 30th St N / Manning Ave N, LAKE ELMO WELFARE CHECK 1/5/2022 11:10:30 AM WC22000602 XXX Cimarron, LAKE ELMO OFFICER INFORMATION 1/5/2022 12:49:24 PM WC22000609 11XXX Lower 31st St N, LAKE ELMO PARKING COMPLAINT 1/5/2022 3:17:29 PM WC22000645 2XXX LISBON AVE N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 1/5/2022 5:15:31 PM WC22000666 8XXX 55th St N, LAKE ELMO PARKING VIOLATION 1/5/2022 5:50:21 PM WC22000670 Demontreville Trl N / 50th St N, LAKE ELMO CITIZEN/PUBLIC ASSIST 1/5/2022 6:41:48 PM WC22000680 9XXX Hudson Blvd N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 1/5/2022 7:22:06 PM WC22000681 8XXX 36th St N, LAKE ELMO MAIL THEFT 1/6/2022 2:13:52 AM WC22000712 97XXX -9999 5TH STREET LN N, LAKE ELMO PARKING VIOLATION 1/6/2022 2:20:07 AM WC22000716 97XXX -9999 5TH STREET LN N, LAKE ELMO PARKING VIOLATION 1/6/2022 8:21:44 AM WC22000738 9XXX Hudson Blvd N, LAKE ELMO MISSING PERSON 1/6/2022 9:30:00 AM WC22000817 XXX Manning Ave N, LAKE ELMO FOLLOW UP 1/6/2022 10:26:38 AM WC22000773 1XXX KEATS AVE N, LAKE ELMO TRAFFIC COMPLAINT 1/6/2022 1:49:25 PM WC22000816 9XXX 7th St N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 1/6/2022 4:18:06 PM WC22000833 9XXX 55TH ST N, LAKE ELMO CIVIL MATTER/DISPUTE 1/6/2022 5:09:30 PM WC22000840 4XXX Kindred Way, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 1/6/2022 5:58:04 PM WC22000844 4XXX Birch Bark Trl N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 1/7/2022 3:27:14 AM WC22000886 11XXX 20th St N, LAKE ELMO MEDICAL 1/7/2022 5:48:33 AM WC22000894 1XXX Manning Trl N, LAKE ELMO MEDICAL 1/7/2022 9:00:52 AM WC22000909 XXX Cimarron, LAKE ELMO FOLLOW UP 1/7/2022 2:46:12 PM WC22000967 9XXX 60th St N, LAKE ELMO CIVIL MATTER/DISPUTE 1/7/2022 3:20:47 PM WC22000973 Unknown, LAKE ELMO FOLLOW UP 1/7/2022 5:32:43 PM WC22000985 3XXX Linden Ave N, LAKE ELMO MEDICAL 1/8/2022 8:45:11 AM WC22001055 11XXX Upper 30th St N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 1/8/2022 10:57:39 AM WC22001065 8XXX Hudson Blvd N, LAKE ELMO THEFT 1/8/2022 1:27:56 PM WC22001076 Lake Demontreville, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 1/8/2022 1:52:53 PM WC22001077 11XXX 58th Street Ct N, LAKE ELMO ROAD HAZARD 1/8/2022 2:32:53 PM WC22001078 10XXX 38th Trl N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 1/8/2022 3:18:04 PM WC22001083 2XXX Lisbon Avenue Ct N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 1/8/2022 4:31:32 PM WC22001088 9XXX 60th St N, LAKE ELMO DANCO VIOLATION 1/8/2022 4:37:53 PM WC22001089 8XXX 55th St N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 1/8/2022 6:06:12 PM WC22001095 11XXX 39th St N, LAKE ELMO MEDICAL 1/8/2022 6:58:08 PM WC22001100 Hwy 36 Eb Jeo Lake Elmo Ave N, LAKE ELMO TRAFFIC COMPLAINT 1/8/2022 10:18:53 PM WC22001117 XXX Juniper Ct N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 1/8/2022 11:07:33 PM WC22001121 8XXX Hudson Blvd N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 2Pagev2.1 12/20 Incident Summary Report From:1/1/2022 12:00:00 AM To:1/31/2022 11:59:59 PM PUBLIC 1/9/2022 12:39:53 AM WC22001131 2XXX Lisbon Ave N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 1/9/2022 1:02:27 AM WC22001133 8XXX Hudson Blvd N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 1/9/2022 2:04:15 AM WC22001142 9XXX 8th St N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 1/9/2022 4:07:26 AM WC22001151 9XXX 60th St N, LAKE ELMO DANCO VIOLATION 1/9/2022 7:53:17 AM WC22001156 1XXX Keats Ave N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 1/9/2022 10:14:40 AM WC22001166 Inwood Ave N / 10th St N, LAKE ELMO MOTORIST ASSIST 1/9/2022 10:25:15 AM WC22001169 8XXX Lake Jane Trl N, LAKE ELMO MEDICAL 1/9/2022 10:47:28 AM WC22001171 5XXX Jamaca Blvd N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 1/9/2022 1:35:22 PM WC22001183 8XXX 55TH ST N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 1/9/2022 5:30:07 PM WC22001206 8XXX 55th St N, LAKE ELMO CIVIL MATTER/DISPUTE 1/9/2022 7:08:25 PM WC22001217 Inwood Ave N / 10th St N, LAKE ELMO ACCIDENT 1/9/2022 8:03:42 PM WC22001218 9XXX JADE CT N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 1/9/2022 10:42:34 PM WC22001233 9XXX 60th St N, LAKE ELMO CIVIL MATTER/DISPUTE 1/10/2022 12:24:42 AM WC22001246 Hwy 36 Wb At Demontreville Trl N, LAKE ELMO TRAFFIC STOP 1/10/2022 1:24:59 AM WC22001258 XXX Jade Trl N, LAKE ELMO LIFT ASSIST 1/10/2022 7:49:19 AM WC22001277 XX Cimarron, LAKE ELMO ACCIDENT 1/10/2022 7:55:46 AM WC22001278 Lake Elmo Ave N / Stillwater Blvd N, LAKE ELMO DRIVING COMPLAINT 1/10/2022 8:15:48 AM WC22001281 Hwy 36 Eb Jwo Demontreville Trl N, LAKE ELMO ASSIST OTHER AGENCY 1/10/2022 10:11:30 AM WC22001296 8XXX Lower 8th Pl N, LAKE ELMO MEDICAL 1/10/2022 10:54:06 AM WC22001303 Inwood Ave N / 10th St N, LAKE ELMO FOLLOW UP 1/10/2022 1:14:00 PM WC22001318 50th St N / Linden Trl N, LAKE ELMO ACCIDENT 1/10/2022 2:59:39 PM WC22001330 LINDEN TRL N / 50TH ST N, LAKE ELMO FOLLOW UP 1/10/2022 3:18:58 PM WC22001332 4XXX 35th St N, LAKE ELMO FRAUD/SCAM 1/10/2022 3:44:32 PM WC22001336 9XXX 60th St N, LAKE ELMO CIVIL MATTER/DISPUTE 1/10/2022 5:24:29 PM WC22001345 Inwood Ave N / 10th St N, LAKE ELMO FOLLOW UP 1/10/2022 8:52:28 PM WC22001363 11XXX 41st Street Cir N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 1/10/2022 11:14:55 PM WC22001371 8XXX Ironwood Trl N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 1/11/2022 5:24:15 AM WC22001400 11XXX Hudson Blvd N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 1/11/2022 10:06:52 AM WC22001424 Linden Ave N / Manning Ave N, LAKE ELMO MEDICAL 1/11/2022 1:04:09 PM WC22001465 9XXX Stillwater Blvd N, LAKE ELMO MEDICAL 1/11/2022 1:55:28 PM WC22001480 4XXX 35th St N, LAKE ELMO IDENTITY THEFT 1/11/2022 2:09:09 PM WC22001484 11XXX HUDSON BLVD N, LAKE ELMO MEDICAL 1/11/2022 5:49:19 PM WC22001522 34th St N / Ideal Ave N, LAKE ELMO ACCIDENT 1/12/2022 12:32:29 PM WC22001626 10th St N / Lake Elmo Ave N, LAKE ELMO ACCIDENT 1/12/2022 2:18:25 PM WC22001640 XXX Cimarron, LAKE ELMO WELFARE CHECK 1/12/2022 2:58:15 PM WC22001645 10th St N / Lake Elmo Ave N, LAKE ELMO ACCIDENT 1/12/2022 3:42:59 PM WC22001650 Linden Trl N / 50th St N, LAKE ELMO ANIMAL COMPLAINT 1/12/2022 5:13:38 PM WC22001661 9XXX Hudson Blvd N, LAKE ELMO THREATS 3Pagev2.1 12/20 Incident Summary Report From:1/1/2022 12:00:00 AM To:1/31/2022 11:59:59 PM PUBLIC 1/12/2022 5:33:56 PM WC22001665 8XXX Demontreville Trl N, LAKE ELMO MEDICAL 1/12/2022 11:25:55 PM WC22001695 10th St N / Keats Ave N, LAKE ELMO TRAFFIC STOP 1/13/2022 7:02:05 AM WC22001724 3XXX Lilac Ave N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 1/13/2022 9:38:40 AM WC22001741 8XXX Eagle Point Blvd, LAKE ELMO PARKING COMPLAINT 1/13/2022 10:26:12 AM WC22001744 9XXX 8th St N, LAKE ELMO FRAUD/SCAM 1/13/2022 1:39:49 PM WC22001778 Unknown, LAKE ELMO FOLLOW UP 1/13/2022 1:47:02 PM WC22001780 Unknown, LAKE ELMO FOLLOW UP 1/13/2022 5:15:51 PM WC22001809 XXX Juniper Cir N, LAKE ELMO MEDICAL 1/13/2022 5:54:21 PM WC22001815 9XXX 10TH ST N, LAKE ELMO ACCIDENT 1/13/2022 7:19:04 PM WC22001824 11XXX Upper 31st St N, LAKE ELMO MEDICAL 1/13/2022 9:04:19 PM WC22001837 XXX Jade Trl N, LAKE ELMO MEDICAL 1/13/2022 10:56:35 PM WC22001855 9XXX Hudson Blvd N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 1/13/2022 11:09:09 PM WC22001853 10XXX 38th Trl N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 1/13/2022 11:56:06 PM WC22001857 11XXX STILLWATER BLVD N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 1/14/2022 12:54:00 AM WC22001861 10XXX 33rd Street Ln N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 1/14/2022 3:51:34 AM WC22001874 4XXX STILLWATER WAY N, LAKE ELMO TRAFFIC STOP 1/14/2022 7:19:50 AM WC22001880 Lake Elmo Ave N / 50th St N, LAKE ELMO ACCIDENT 1/14/2022 7:20:28 AM WC22001881 HWY 36 EB AT LAKE ELMO AVE N, LAKE ELMO ACCIDENT 1/14/2022 9:59:43 AM WC22001901 8XXX Hudson Blvd N, LAKE ELMO CITIZEN/PUBLIC ASSIST 1/14/2022 12:24:03 PM WC22001924 1XXX Keats Ave N, LAKE ELMO VEHICLE UNLOCK 1/14/2022 12:41:44 PM WC22001928 XXX Cimarron, LAKE ELMO ACCIDENT 1/14/2022 2:37:31 PM WC22001946 Manning Ave N / 30th St N, LAKE ELMO ACCIDENT 1/14/2022 4:16:55 PM WC22001961 8XXX 33rd St N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 1/14/2022 7:25:40 PM WC22001978 XXX Langly Ave N, LAKE ELMO MEDICAL 1/14/2022 8:18:15 PM WC22001983 11XXX 10th St N, LAKE ELMO ACCIDENT 1/14/2022 10:27:34 PM WC22001993 XXX Cimarron, LAKE ELMO MEDICAL 1/15/2022 9:29:46 AM WC22002039 XXX Juniper Cir N, LAKE ELMO MEDICAL 1/15/2022 11:13:43 AM WC22002051 XXX Cimarron, LAKE ELMO ACCIDENT 1/15/2022 11:52:31 AM WC22002054 Hwy 36 Eb Jeo Demontreville Trl N, LAKE ELMO ACCIDENT 1/15/2022 1:28:44 PM WC22002061 11XXX Upper 30th St N, LAKE ELMO MEDICAL 1/15/2022 4:45:03 PM WC22002077 Lake Jane Trl N / Jane Rd N, LAKE ELMO VEHICLE OFF ROAD 1/15/2022 4:52:31 PM WC22002078 10th St N / Jewel Ave N, LAKE ELMO PUBLIC WORKS CONCERN 1/15/2022 5:37:45 PM WC22002082 8XXX Irving Blvd N, LAKE ELMO MEDICAL 1/15/2022 6:36:39 PM WC22002096 47th St N / Keats Ave N, LAKE ELMO FOLLOW UP 1/15/2022 7:41:16 PM WC22002102 47th St N / Keats Ave N, LAKE ELMO FOLLOW UP 1/15/2022 8:12:01 PM WC22002106 Unknown, LAKE ELMO CITIZEN/PUBLIC ASSIST 1/15/2022 11:23:26 PM WC22002121 9XXX 60th St N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 4Pagev2.1 12/20 Incident Summary Report From:1/1/2022 12:00:00 AM To:1/31/2022 11:59:59 PM PUBLIC 1/16/2022 5:32:49 AM WC22002151 11XXX Stillwater Blvd N, LAKE ELMO ACCIDENT 1/16/2022 5:37:07 AM WC22002150 9XXX 60th St N, LAKE ELMO RECOVERED STOLEN 1/16/2022 11:32:16 AM WC22002165 Julep Ave N / Keats Ave N, LAKE ELMO CITIZEN/PUBLIC ASSIST 1/16/2022 3:38:58 PM WC22002191 XXX James Ave N, LAKE ELMO CITIZEN/PUBLIC ASSIST 1/16/2022 9:31:44 PM WC22002223 CIMARRON, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 1/17/2022 1:58:46 AM WC22002248 8XXX 5TH ST N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 1/17/2022 3:32:27 AM WC22002257 8XXX Hudson Blvd N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 1/17/2022 6:03:37 AM WC22002265 7XXX DEMONTREVILLE TRL N, LAKE ELMO CITIZEN/PUBLIC ASSIST 1/17/2022 6:14:22 AM WC22002266 9XXX 5th Street Ln N, LAKE ELMO OFFICER INFORMATION 1/17/2022 7:09:17 AM WC22002268 4XXX Stillwater Way N, LAKE ELMO GAS DRIVE OFF 1/17/2022 9:52:31 AM WC22002286 Unknown, LAKE ELMO FOLLOW UP 1/17/2022 10:12:58 AM WC22002288 Unknown, LAKE ELMO FOLLOW UP 1/17/2022 10:17:19 AM WC22002290 10th St N / Lake Elmo Ave N, LAKE ELMO DRIVING COMPLAINT 1/17/2022 10:52:04 AM WC22002299 3XXX Lilac Avenue Alcove N, LAKE ELMO VEHICLE TAMPERING 1/17/2022 12:05:46 PM WC22002303 8XXX 55th St N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 1/17/2022 5:26:56 PM WC22002339 34th St N / Jamaca Ave N, LAKE ELMO DRIVING COMPLAINT 1/17/2022 6:34:17 PM WC22002360 XXX Cimarron, LAKE ELMO NEIGHBOR DISPUTE 1/17/2022 7:02:57 PM WC22002368 XXX Cimarron, LAKE ELMO PROPERTY DAMAGE 1/18/2022 12:06:13 AM WC22002397 9XXX 4th Street Ln N, LAKE ELMO FIRE 1/18/2022 9:22:33 AM WC22002450 XXX Cimarron, LAKE ELMO ACCIDENT 1/18/2022 1:14:02 PM WC22002475 8XXX Eagle Point Blvd, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 1/18/2022 2:39:16 PM WC22002486 9XXX 57th St N, LAKE ELMO MAIL THEFT 1/18/2022 4:27:14 PM WC22002499 XXX Lake Elmo Ave N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 1/18/2022 4:48:25 PM WC22002506 10th St N / Inwood Ave N, LAKE ELMO ACCIDENT 1/18/2022 5:21:34 PM WC22002510 XXX Jasmine Ave N, LAKE ELMO MEDICAL 1/18/2022 5:32:55 PM WC22002513 XXX Jade Trl N, LAKE ELMO MEDICAL 1/18/2022 6:05:33 PM WC22002520 XXX Jade Trl N, LAKE ELMO MEDICAL 1/18/2022 9:33:02 PM WC22002537 10XXX 47th St N, LAKE ELMO MEDICAL 1/18/2022 10:05:50 PM WC22002540 9XXX Hudson Blvd N, LAKE ELMO CITIZEN/PUBLIC ASSIST 1/19/2022 3:31:16 AM WC22002567 8XXX 9th Pl N, LAKE ELMO MEDICAL 1/19/2022 5:04:43 AM WC22002570 XXX Cimarron, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 1/19/2022 8:14:13 AM WC22002586 11XXX -11999 Highway 36, LAKE ELMO TRAFFIC STOP 1/19/2022 10:54:24 AM WC22002611 2XXX Lake Elmo Ave N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 1/19/2022 12:01:58 PM WC22002632 8XXX Eagle Point Blvd, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 1/19/2022 12:57:37 PM WC22002636 9XXX Hudson Blvd N, LAKE ELMO ANIMAL COMPLAINT 1/19/2022 5:49:03 PM WC22002679 9XXX HUDSON BLVD N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 1/19/2022 9:07:27 PM WC22002701 60XXX -BLK MANNING AVE N, LAKE ELMO TRAFFIC STOP 1/20/2022 12:56:14 AM WC22002722 9XXX 5th Street Ln N, LAKE ELMO MEDICAL 5Pagev2.1 12/20 Incident Summary Report From:1/1/2022 12:00:00 AM To:1/31/2022 11:59:59 PM PUBLIC 1/20/2022 4:41:32 AM WC22002730 XXX Cimarron, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 1/20/2022 7:10:06 AM WC22002737 9XXX Hudson Blvd N, LAKE ELMO VEHICLE UNLOCK 1/20/2022 9:08:13 AM WC22002755 9XXX 57th St N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 1/20/2022 9:34:00 AM WC22002761 9XXX 60TH ST N, LAKE ELMO FOLLOW UP 1/20/2022 1:15:33 PM WC22002793 9XXX 60th St N, LAKE ELMO FOLLOW UP 1/20/2022 1:34:08 PM WC22002796 3XXX Langly Ct N, LAKE ELMO PARKING COMPLAINT 1/20/2022 4:11:13 PM WC22002813 8XXX 37th St N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 1/20/2022 5:41:16 PM WC22002823 8XXX Lake Jane Trl N, LAKE ELMO FIRE 1/20/2022 7:06:36 PM WC22002837 Hwy 36 Eb At Demontreville Trl N, LAKE ELMO ASSIST OTHER AGENCY 1/21/2022 3:52:56 PM WC22002948 2XXX Manning Ave N, LAKE ELMO ANIMAL COMPLAINT 1/21/2022 4:50:51 PM WC22002960 Highlands Trl N / Demontreville Trl N, LAKE ELMO PUBLIC WORKS CONCERN 1/21/2022 5:36:06 PM WC22002966 XXX Julianne Ave N, LAKE ELMO RUNAWAY 1/21/2022 5:58:24 PM WC22002969 Unknown, LAKE ELMO DUMPING COMPLAINT 1/21/2022 7:33:47 PM WC22002982 3XXX Lake Elmo Ave N, LAKE ELMO MEDICAL 1/21/2022 9:28:39 PM WC22002988 5XXX Kelvin Ave N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 1/21/2022 9:53:45 PM WC22002993 XXX Julianne Ave N, LAKE ELMO FOLLOW UP 1/21/2022 11:08:54 PM WC22003000 3XXX Layton Ct N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 1/22/2022 1:18:40 PM WC22003069 Jerome Ave N / 49th St N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 1/22/2022 3:02:40 PM WC22003081 1XXX Manning Trl N, LAKE ELMO LIFT ASSIST 1/22/2022 3:19:08 PM WC22003085 8XXX Upper 9th Pl N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 1/22/2022 3:32:51 PM WC22003088 8XXX 55th St N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 1/22/2022 4:31:43 PM WC22003095 8XXX 55th St N, LAKE ELMO VEHICLE UNLOCK 1/22/2022 5:01:45 PM WC22003101 9XXX Hudson Blvd N, LAKE ELMO PROPERTY DAMAGE 1/22/2022 5:02:02 PM WC22003100 8XXX 55th St N, LAKE ELMO MEDICAL 1/22/2022 7:35:04 PM WC22003119 XXX Cimarron, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 1/23/2022 12:57:39 AM WC22003142 XX Cimarron, LAKE ELMO OVERDOSE 1/23/2022 1:58:12 AM WC22003146 5XXX Kelvin Ave N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 1/23/2022 2:52:38 AM WC22003152 8XXX Demontreville Trl N, LAKE ELMO OFFICER INFORMATION 1/23/2022 1:31:01 PM WC22003177 XX Cimarron, LAKE ELMO OVERDOSE 1/23/2022 4:56:09 PM WC22003198 Stillwater Blvd N / 55th St N, LAKE ELMO WELFARE CHECK 1/23/2022 5:34:20 PM WC22003201 9XXX Hudson Blvd N, LAKE ELMO ASSIST OTHER AGENCY 1/23/2022 6:42:38 PM WC22003203 Hwy 36 Eb Jeo Lake Elmo Ave N, LAKE ELMO TRAFFIC COMPLAINT 1/23/2022 10:56:05 PM WC22003213 2XXX Lake Elmo Ave N, LAKE ELMO DISABLED VEHICLE 1/24/2022 4:31:11 AM WC22003232 I94 Wb To Keats Ave N Ramp, LAKE ELMO VEHICLE OFF ROAD 1/24/2022 1:15:47 PM WC22003269 11XXX 32nd St N, LAKE ELMO WELFARE CHECK 1/24/2022 8:27:22 PM WC22003312 8XXX Demontreville Trl N, LAKE ELMO MEDICAL 1/24/2022 8:58:28 PM WC22003317 Hwy 36 Eb Jwo Manning Ave N, LAKE ELMO VEHICLE OFF ROAD 1/25/2022 6:29:56 AM WC22003349 9XXX 4TH ST N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 1/25/2022 6:46:40 AM WC22003351 XXX Cimarron, LAKE ELMO MEDICAL 6Pagev2.1 12/20 Incident Summary Report From:1/1/2022 12:00:00 AM To:1/31/2022 11:59:59 PM PUBLIC 1/25/2022 8:51:58 AM WC22003362 10th St N / Keats Ave N, LAKE ELMO WELFARE CHECK 1/25/2022 11:01:40 AM WC22003379 10XXX 39TH ST N, LAKE ELMO FOLLOW UP 1/25/2022 11:54:42 AM WC22003384 8XXX Deer Pond Trl N, LAKE ELMO CIVIL MATTER/DISPUTE 1/25/2022 1:09:00 PM WC22003267 10XXX 39TH ST N, LAKE ELMO INTERNET CRIMES 1/25/2022 5:12:28 PM WC22003445 10th St N / Inwood Ave N, LAKE ELMO MOTORIST ASSIST 1/25/2022 5:21:20 PM WC22003449 10TH ST N / LAYTON AVE N, LAKE ELMO MOTORIST ASSIST 1/25/2022 7:24:51 PM WC22003463 7XXX 50th St N, LAKE ELMO MEDICAL 1/25/2022 10:12:12 PM WC22003478 1XXX Keats Ave N, LAKE ELMO CITIZEN/PUBLIC ASSIST 1/26/2022 12:34:02 AM WC22003485 8XXX 5th St N, LAKE ELMO TRAFFIC STOP 1/26/2022 12:42:16 AM WC22003488 XXX Cimarron, LAKE ELMO MEDICAL 1/26/2022 8:02:54 AM WC22003523 Unknown, LAKE ELMO FOLLOW UP 1/26/2022 8:19:05 AM WC22003526 Jane Rd N / 45th St N, LAKE ELMO ANIMAL COMPLAINT 1/26/2022 9:49:28 AM WC22003535 9XXX 5th Street Ln N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 1/26/2022 9:49:53 AM WC22003538 9XXX 15th St N, LAKE ELMO FRAUD/SCAM 1/26/2022 1:24:49 PM WC22003574 2XXX INWOOD AVE N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 1/26/2022 3:24:08 PM WC22003590 XXX Cimarron, LAKE ELMO THREATS 1/26/2022 6:13:17 PM WC22003612 12XXX Marquess Ln N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 1/26/2022 7:42:59 PM WC22003624 2XXX Lisbon Ave N, LAKE ELMO MEDICAL 1/27/2022 10:48:36 AM WC22003697 9XXX 8th St N, LAKE ELMO ASSIST OTHER AGENCY 1/27/2022 11:15:39 AM WC22003702 8XXX 28th St N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 1/27/2022 1:56:14 PM WC22003730 XXX Cimarron, LAKE ELMO WELFARE CHECK 1/27/2022 3:45:23 PM WC22003743 XXX Manning Ave N, LAKE ELMO MEDICAL 1/27/2022 4:09:05 PM WC22003748 XXX Cimarron, LAKE ELMO FAMILY ASSIST 1/27/2022 5:08:10 PM WC22003760 11XXX Latrobe Ln N, LAKE ELMO MEDICAL 1/27/2022 6:07:29 PM WC22003767 Highlands Trl N / Demontreville Trl N, LAKE ELMO DWI 1/27/2022 8:25:49 PM WC22003779 XXX Cimarron, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 1/27/2022 11:15:13 PM WC22003796 XXX Cimarron, LAKE ELMO MEDICAL 1/28/2022 5:45:22 AM WC22003831 11XXX Blazingstar Ln N, LAKE ELMO PARKING COMPLAINT 1/28/2022 6:06:54 AM WC22003832 9XXX 4th Street Ln N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 1/28/2022 9:42:23 AM WC22003849 XXX Cimarron, LAKE ELMO RUNAWAY 1/28/2022 9:55:45 AM WC22003851 XXX Cimarron, LAKE ELMO PROPERTY DAMAGE 1/28/2022 9:59:57 AM WC22003852 10XXX 39th St. N., LAKE ELMO FOLLOW UP 1/28/2022 11:55:29 AM WC22003860 9XXX Hudson Blvd N, LAKE ELMO PROPERTY DAMAGE 1/28/2022 1:12:35 PM WC22003866 XXX Cimarron, LAKE ELMO MEDICAL 1/29/2022 5:18:15 AM WC22003946 11XXX Blazingstar Ln N, LAKE ELMO PARKING COMPLAINT 1/29/2022 10:44:37 AM WC22003971 4XXX Stillwater Way N, LAKE ELMO ACCIDENT 1/29/2022 3:13:03 PM WC22003989 XXX Cimarron, LAKE ELMO DISTURBANCE 1/30/2022 7:29:18 AM WC22004075 HWY 36 WB AT LAKE ELMO AVE N, LAKE ELMO TRAFFIC COMPLAINT 1/30/2022 9:15:43 AM WC22004080 Unknown, LAKE ELMO CITIZEN/PUBLIC ASSIST 1/30/2022 10:22:40 AM WC22004082 8XXX Deer Pond Trl N, LAKE ELMO OFFICER INFORMATION 7Pagev2.1 12/20 Incident Summary Report From:1/1/2022 12:00:00 AM To:1/31/2022 11:59:59 PM PUBLIC 1/30/2022 4:48:34 PM WC22004105 5XXX Isle Ave N, LAKE ELMO ANIMAL COMPLAINT 1/30/2022 4:52:48 PM WC22004107 Keats Ave N / 10th St N, LAKE ELMO DISABLED VEHICLE 1/30/2022 7:24:28 PM WC22004123 3XXX Kelvin Ave N, LAKE ELMO ASSIST OTHER AGENCY 1/30/2022 8:06:37 PM WC22004125 11XXX 6th Street Cir N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 1/31/2022 1:08:53 AM WC22004139 Hwy 36 Eb At Keats Ave N, LAKE ELMO TRAFFIC STOP 1/31/2022 1:41:52 AM WC22004143 8XXX Demontreville Trl N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 1/31/2022 7:28:45 AM WC22004155 8XXX 38th St N, LAKE ELMO CITIZEN/PUBLIC ASSIST 1/31/2022 9:31:53 AM WC22004173 Unknown, LAKE ELMO CITIZEN/PUBLIC ASSIST TOTAL INCIDENTS:273 8Pagev2.1 12/20 Incident Summary Report From:1/1/2022 12:00:00 AM To:1/31/2022 11:59:59 PM PUBLIC LAKE ELMO, MN MO N TH LY NE WS LETTER LAKE ELMO FE BRUAR Y 2 022 FE B R UA RY 202 2 B. Comiskey H. Newman A. Jorgenson J. Merrill R. Dziki C. Kelling Lately, the news has been dominated with the reported increase of carjacking and auto thefts across the Twin Cities metro area, and Washington County has not been an exception to the trend. In addition to working in partnership with all law enforcement agencies throughout Washington County and other bordering departments, the investigation divisions from Cottage Grove, Woodbury, and Oakdale Police Departments have partnered with ours to share real-time information. The result of agency collaboration has allowed for a quick response to several incidents and led to success in apprehension. As many of our stolen vehicles have been recovered in the St. Paul area, the Washington County Sheriff’s Office has also made it a priority to partner with the Ramsey County Sheriff’s Office. This partnership has allowed our team to better protect the residents and guests of Washington County with the added ability to put pressure on the criminals responsible in their own backyard. When these types of thefts occur, it takes a team effort from the Sheriff’s Office to address and respond to the rise in crime. Our criminal analyst works hard to develop a list of suspects and recently stolen vehicles to give to our teams on the street. Our Specialized Investigations Unit, along with our Special Enforcement Team, have been working extended hours, increasing patrols, and responding in unmarked vehicles for better apprehension efforts. The Washington County Attorney’s Office has joined in our partnership by assigning dedicated attorneys to help prosecute those who are arrested. With crime prevention efforts, we can help mitigate future thefts from occurring by eliminating "crimes of opportunity". Of the vehicles that have been stolen, most have been left running in driveways or parked in the garage with the keys inside. As always, we encourage our citizens to call in suspicious activity as soon as possible so our teams can respond. -Sergeant Joe Stoehr, Investigations The Sheriff's Office has proudly welcomed six new deputies in 2022. These deputies come to us with different personal and professional backgrounds and will each make a great addition to our team! In some capacity or another, many of you have had the opportunity to work with accounting supervisor Jennifer Flores throughout the years. Jennifer began her career with the Sheriff’s Office straight out of college in 2007. She started out in the Records Unit transcribing reports and was later promoted to the accounting lead position in 2012. As a self-proclaimed numbers fanatic, this was a natural fit. Jennifer received her Bachelor of Science in Business from the University of Minnesota, Carlson School of Management, with a concentration in Finance. In her role as Accounting Supervisor, Jennifer oversees the accounting and finance functions within the Sheriff’s Office. This includes an annual budget of nearly $40 million, the financial management of many state and federal grant programs, and the day-to-day operational transactions for accounts payable and accounts receivable. Jennifer grew up in Cottage Grove and still lives there today with her husband, 3-year-old son, Great Dane, and four cats, (she is an avid animal lover)! LAKE ELMO @WASHINGTONCOUNTYSO @WCSOMN FACEBOOK.COM/WCSOMN WWW.WCSO.INFO Jennifer Flores ACCOUNTING SUPERVISOR able to conduct a highly standardized evaluation which takes place after a deputy or police officer has recognized some type of impairment and has made an arrest for DWI, but alcohol does not appear to be the contributing factor. Using what is considered “expert” level training, Deputy Freeman’s knowledge of how different categories of drugs affect a person’s body are evaluated through a series of standardized field sobriety tests. Deputy Freeman will be able to determine which category or categories of drugs the person is impaired by. Deputy Tyler Freeman is newly assigned as the DWI Enforcement Deputy and his primary responsibility is to locate drivers in Washington County impaired by either alcohol or drugs. At the end of March, Deputy Freeman will complete the three-week training and evaluation to join the 300+ certified Drug Recognition Evaluators in the State of Minnesota. Once certified, Deputy Freeman will become the sixth Drug Recognition Expert in here in Washington County. He will be Deputy Tyler Freeman Prior to Deputy Freeman assuming the role in January, Deputy Michael Ramos was assigned as the first DWI Enforcement Deputy in 2018. During his career with the Sheriff's Office, Deputy Ramos has made over 500 DWI arrests, with 152 of those arrests in 2021 alone. We wish Deputy Ramos well as he moves on to general patrol and thank him for his dedication to the assignment over the years! Passing the torch... Agcy Date Citation Number Badge Officer Name Citation Type Block Street Name Str Sfx Cross Street Name Cross St Sfx City Literal Description Statute WCSO 2/2/2022 820026203301 WC171 D. Ostertag Citation 0 MANNING AVE N 2ND ST N Lake Elmo DL-Drive After Suspension/DAS MOV-Right of Way-Left Turn Yield to Oncoming 171.24.1 WCSO 2/2/2022 820026203301 WC171 D. Ostertag Citation 0 MANNING AVE N 2ND ST N Lake Elmo DL-Drive After Suspension/DAS MOV-Right of Way-Left Turn Yield to Oncoming 169.20.2 WCSO 2/3/2022 820087203401 WC159 A. Degel Citation 0 HWY 36 HIGHLANDS TRL N Lake Elmo REG-Expired Registration/# of Plates Reqd 169.79.1 WCSO 2/4/2022 820087203501 WC159 A. Degel Citation 0 HWY 36 DEMONTREVILLE TRL Lake Elmo REG-Operate Unregistered Vehicle/without plates Traffic - Speeding - Exceed Speed Limit Posted in Local Jurisdiction Speed Zones 168.09.1 WCSO 2/4/2022 820087203501 WC159 A. Degel Citation 0 HWY 36 DEMONTREVILLE TRL Lake Elmo REG-Operate Unregistered Vehicle/without plates Traffic - Speeding - Exceed Speed Limit Posted in Local Jurisdiction Speed Zones 169.14.5 WCSO 2/8/2022 820033203901 WC140 M. Lindholm Citation 0 KEATS AVE N TO WB I 94 RAMP KEATS AVE N Lake Elmo DL-Drive After Revocation/DAR 171.24.2 WCSO 2/9/2022 820026204001 WC171 D. Ostertag Citation 0 CIMARRON 10TH ST N Lake Elmo DL-Drive After Revocation/DAR 171.24.2 WCSO 2/11/2022 820004204201 WC125 2 S. Papke Citation 0 HWY 36 Lake Elmo Domestic Abuse - Violate Order for Protection-Misdemeanor 518B.01.14(b) WCSO 2/11/2022 820004204202 WC125 2 S. Papke Citation 0 HWY 10 Lake Elmo Domestic Abuse - Violate Order for Protection-Misdemeanor 518B.01.14(b) WCSO 2/13/2022 820087204401 WC159 A. Degel Citation 0 HWY 36 MANNING AVE N Lake Elmo REG-Fail to Obtain MN Vehicle Registration within 60 Days 168.09.1 Tuesday, March 1, 2022 2:40 PM 1 of 3 Citations for: Lake Elmo 2/1/2022 To 2/28/2022 Agcy Date Citation Number Badge Officer Name Citation Type Block Street Name Str Sfx Cross Street Name Cross St Sfx City Literal Description Statute WCSO 2/13/2022 820045204401 WC117 M. Petrey Citation 0 HWY 36 MANNING AVE N Lake Elmo REG-Motor Vehicle Displaying Expired Registration 168.09.4 WCSO 2/16/2022 820011204701 WC137 72 A. Tysk Citation 0 INWOOD AVE N 5TH ST Lake Elmo Traffic Regulation - Driver Must Carry Proof of Insurance when Operating Vehicle 169.791.2(a) WCSO 2/17/2022 820001204803 WC128 2 M. Ramos Citation 0 10TH ST N ISLAND TRL Lake Elmo MOV-Failure to Signal Turn 169.19.5 WCSO 2/17/2022 820017204801 WC133 92 J. Maloney Written Warning 0 KEATS AVE N 10th st n Lake Elmo MOV-Stop Sign Violation 169.30(b) WCSO 2/17/2022 820033204801 WC140 Michael Lindholm Citation 0 CIMMARON Lake Elmo 169.14.1 WCSO 2/21/2022 820011205201 WC132 49 B. Comiskey Citation 0 INWOOD AVE N 10TH ST N Lake Elmo MOV-Right of Way-Left Turn Yield to Oncoming DL-Drive After Revocation/DAR 169.20.2 WCSO 2/21/2022 820011205201 WC132 49 B. Comiskey Citation 0 INWOOD AVE N 10TH ST N Lake Elmo MOV-Right of Way-Left Turn Yield to Oncoming DL-Drive After Revocation/DAR 171.24.2 WCSO 2/22/2022 820087205301 WC159 A. Degel Citation 0 59TH ST N KEATS AVE N Lake Elmo DL-Drive After Revocation/DAR 171.24.2 WCSO 2/24/2022 820030205502 WC128 2 M. Ramos Citation 8600 HWY 36 Lake Elmo REG-Motor Vehicle Displaying Expired Registration 168.09.4 WCSO 2/27/2022 820029205801 WC128 2 M. Ramos Citation 0 HWY 36 LAKE ELMO AVE N Lake Elmo DWI - Operate Motor Vehicle Under Influence of Alcohol DWI - Operate Motor Vehicle - Alcohol Concentration 0.08 Within 2 Hours 169A.20.1(1) Tuesday, March 1, 2022 2:40 PM 2 of 3 Citations for: Lake Elmo 2/1/2022 To 2/28/2022 Agcy Date Citation Number Badge Officer Name Citation Type Block Street Name Str Sfx Cross Street Name Cross St Sfx City Literal Description Statute WCSO 2/27/2022 820029205801 WC128 2 M. Ramos Citation 0 HWY 36 LAKE ELMO AVE N Lake Elmo DWI - Operate Motor Vehicle Under Influence of Alcohol DWI - Operate Motor Vehicle - Alcohol Concentration 0.08 Within 2 Hours 169A.20.1(5) WCSO 2/27/2022 820026205801 WC171 D. Ostertag Citation 0 JULEP AVE N 47TH ST N Lake Elmo Traffic - Careless Driving - Operate any vehicle carelessly on street or highway 169.13.2(a) WCSO 2/27/2022 820029205805 WC128 2 M. Ramos Citation 0 HWY 36 LAKE ELMO AVE N Lake Elmo DL-Drive After Revocation/DAR 171.24.2 Tuesday, March 1, 2022 2:40 PM 3 of 3 Citations for: Lake Elmo 2/1/2022 To 2/28/2022 WASHINGTON COUNTY SHERIFFS OFFICE LAKE ELMO - 244 2/1/2022 2:33:15 AM WC22004311 Manning Ave N / 30th St N, LAKE ELMO TRAFFIC COMPLAINT 2/1/2022 9:05:31 AM WC22004332 1XXX KEATS AVE N, LAKE ELMO ASSIST OTHER AGENCY 2/1/2022 10:25:54 AM WC22004343 Unknown, LAKE ELMO FOLLOW UP 2/1/2022 12:44:29 PM WC22004358 8XXX Eagle Point Blvd, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 2/1/2022 1:47:10 PM WC22004363 XX Highway 36 / MANNING AVE N, LAKE ELMO TRAFFIC STOP 2/1/2022 6:13:04 PM WC22004398 8XXX 55th St N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 2/2/2022 12:57:02 AM WC22004432 Unknown, LAKE ELMO ASSIST OTHER AGENCY 2/2/2022 7:48:52 AM WC22004452 5XXX 57th Street Cir N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/2/2022 11:42:01 AM WC22004477 10XXX Tapestry Hl, LAKE ELMO CIVIL MATTER/DISPUTE 2/2/2022 12:05:38 PM WC22004481 Unknown, LAKE ELMO FOLLOW UP 2/2/2022 1:33:56 PM WC22004490 3XXX Klondike Ave N, LAKE ELMO ACCIDENT 2/2/2022 2:23:00 PM WC22004493 MANNING AVE N / 2ND ST N, LAKE ELMO ACCIDENT 2/2/2022 2:44:00 PM WC22004495 2XXX Legion Ave N, LAKE ELMO DISTURBANCE 2/2/2022 8:30:56 PM WC22004535 XXX Cimarron, LAKE ELMO NOISE COMPLAINT/DISTURBANCE 2/2/2022 11:53:55 PM WC22004546 Jade Trl N / 5th St N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 2/3/2022 1:24:19 AM WC22004558 Hwy 36 Eb At Highlands Trl N, LAKE ELMO TRAFFIC COMPLAINT 2/3/2022 4:54:17 AM WC22004578 XXX Cimarron, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 2/3/2022 7:21:48 AM WC22004582 XXX Cimarron, LAKE ELMO LOCKOUT 2/3/2022 10:06:00 AM WC22004593 Hwy 36 Wb At Lake Elmo Ave N, LAKE ELMO PUBLIC WORKS CONCERN 2/3/2022 11:22:45 AM WC22004620 8XXX Hill Trl N, LAKE ELMO FRAUD/SCAM 2/3/2022 12:09:56 PM WC22004624 8XXX Eagle Point Blvd, LAKE ELMO MEDICAL 2/3/2022 12:37:04 PM WC22004625 Hwy 36 Eb At Lake Elmo Ave N, LAKE ELMO PUBLIC WORKS CONCERN 2/3/2022 2:06:03 PM WC22004635 XXX Jade Trl N, LAKE ELMO MEDICAL 2/3/2022 2:48:00 PM WC22004630 9XXX 60th St N, LAKE ELMO WELFARE CHECK 2/3/2022 3:58:38 PM WC22004650 Unknown, LAKE ELMO WELFARE CHECK 2/3/2022 5:17:41 PM WC22004660 8XXX Jane Rd N, LAKE ELMO WELFARE CHECK 2/3/2022 5:47:06 PM WC22004664 XXX Jade Trl N, LAKE ELMO MEDICAL 2/3/2022 7:00:27 PM WC22004680 10XXX 39th St N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 2/3/2022 9:38:34 PM WC22004695 11XXX Upper 31st St N, LAKE ELMO VEHICLE UNLOCK 2/4/2022 4:04:33 AM WC22004733 Hwy 36 Eb At Demontreville Trl N, LAKE ELMO TRAFFIC STOP 2/4/2022 4:28:30 AM WC22004735 HWY 36 WB AT LAKE ELMO AVE N, LAKE ELMO ACCIDENT 2/4/2022 11:22:00 AM WC22004759 10th St N / Lake Elmo Ave N, LAKE ELMO MEDICAL 2/4/2022 2:04:16 PM WC22004788 3XXX Layton Ct N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 1Pagev2.1 12/20 Incident Summary Report From:2/1/2022 12:00:00 AM To:2/28/2022 11:59:59 PM PUBLIC 2/4/2022 2:43:55 PM WC22004797 XXX James Ave N, LAKE ELMO MEDICAL 2/4/2022 3:17:29 PM WC22004799 9XXX 5th Street Ln N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/4/2022 3:33:48 PM WC22004801 5th St N / Julianne Ave N, LAKE ELMO WELFARE CHECK 2/4/2022 3:36:08 PM WC22004804 XX Cimarron, LAKE ELMO FRAUD/SCAM 2/4/2022 3:42:23 PM WC22004806 3XXX Lake Elmo Ave N, LAKE ELMO VEHICLE UNLOCK 2/4/2022 3:55:26 PM WC22004808 8XXX Hidden Bay Ct N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/4/2022 3:58:52 PM WC22004813 Unknown, LAKE ELMO FOLLOW UP 2/4/2022 8:23:18 PM WC22004845 8XXX 55th St N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 2/4/2022 8:40:06 PM WC22004851 11XXX 10th St N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 2/4/2022 9:34:18 PM WC22004864 XXX James Ave N, LAKE ELMO DISTURBANCE 2/4/2022 11:00:48 PM WC22004873 9XXX 6th Street Ct N, LAKE ELMO ACCIDENT 2/5/2022 12:03:12 AM WC22004878 9XXX 6th Street Ct N, LAKE ELMO FOLLOW UP 2/5/2022 5:29:31 AM WC22004899 10th St N / Jasmine Ave N, LAKE ELMO ANIMAL COMPLAINT 2/5/2022 7:58:35 AM WC22004905 5XXX Lake Elmo Ave N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/5/2022 8:51:58 AM WC22004907 XXX James Ave N, LAKE ELMO CIVIL MATTER/DISPUTE 2/5/2022 2:28:00 PM WC22004930 XXX James Ave N, LAKE ELMO CIVIL MATTER/DISPUTE 2/5/2022 3:53:17 PM WC22004943 11XXX 55th St N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 2/5/2022 4:11:07 PM WC22004944 HWY 36 EB JEO KEATS AVE N, LAKE ELMO TRAFFIC COMPLAINT 2/5/2022 11:51:17 PM WC22004989 XXX Cimarron, LAKE ELMO WARRANT ARREST 2/6/2022 12:03:52 AM WC22004992 Hwy 36 Eb At Lake Elmo Ave N, LAKE ELMO ASSIST OTHER AGENCY 2/6/2022 12:53:46 AM WC22004998 CIMARRON, LAKE ELMO PURSUIT 2/6/2022 4:06:17 AM WC22005012 XXX James Ave N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 2/6/2022 8:52:14 AM WC22005021 XXX CIMARRON, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 2/6/2022 2:43:52 PM WC22005055 3XXX Lake Elmo Ave N, LAKE ELMO ANIMAL COMPLAINT 2/6/2022 5:37:54 PM WC22005066 XXX Cimarron, LAKE ELMO MEDICAL 2/6/2022 6:13:38 PM WC22005072 9XXX 60th St N, LAKE ELMO WELFARE CHECK 2/6/2022 6:32:34 PM WC22005074 XXX CIMARRON, LAKE ELMO FOLLOW UP 2/6/2022 7:37:08 PM WC22005080 XX Cimarron, LAKE ELMO MEDICAL 2/6/2022 9:50:48 PM WC22005098 11XXX 58th St N, LAKE ELMO CITIZEN/PUBLIC ASSIST 2/6/2022 10:18:42 PM WC22005102 9XXX 60th St N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 2/7/2022 1:56:11 AM WC22005113 8XXX 5th St N, LAKE ELMO MEDICAL 2/7/2022 8:07:26 AM WC22005128 8XXX Hidden Bay Trl N, LAKE ELMO THEFT OF SNOWMOBILE 2/7/2022 9:48:40 AM WC22005138 STILLWATER LN N, LAKE ELMO WELFARE CHECK 2/7/2022 11:51:17 AM WC22005152 10XXX 33rd Street Ln N, LAKE ELMO FAMILY ASSIST 2/7/2022 3:24:29 PM WC22005169 3RD ST N TO I94 WB RAMP / INWOOD AVE N, LAKE ELMO OTHER 2/7/2022 5:43:24 PM WC22005179 11XXX 39th St N, LAKE ELMO MEDICAL 2/7/2022 6:06:48 PM WC22005184 XXX Cimarron, LAKE ELMO CIVIL MATTER/DISPUTE 2/7/2022 6:31:54 PM WC22005187 CIMARRON, LAKE ELMO STOP ARM VIOLATION 2/7/2022 6:56:32 PM WC22005190 11XXX 6th Street Cir N, LAKE ELMO ANIMAL COMPLAINT 2Pagev2.1 12/20 Incident Summary Report From:2/1/2022 12:00:00 AM To:2/28/2022 11:59:59 PM PUBLIC 2/7/2022 8:16:16 PM WC22005198 9XXX 55th St N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 2/7/2022 10:38:48 PM WC22005216 XXX Cimarron, LAKE ELMO NOISE COMPLAINT/DISTURBANCE 2/7/2022 11:58:46 PM WC22005217 8XXX 5th St N, LAKE ELMO ASSIST OTHER AGENCY 2/8/2022 4:24:03 AM WC22005234 9XXX Hudson Blvd N, LAKE ELMO ACCIDENT 2/8/2022 6:40:29 AM WC22005236 8XXX Hudson Blvd N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/8/2022 7:51:50 AM WC22005243 11XXX 39TH ST N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 2/8/2022 10:08:01 AM WC22005254 5XXX Stillwater Blvd N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 2/8/2022 2:04:23 PM WC22005297 XXX Manning Ave N, LAKE ELMO JUVENILE COMPLAINT 2/8/2022 2:25:33 PM WC22005303 Hwy 36 Eb At Lake Elmo Ave N, LAKE ELMO ASSIST OTHER AGENCY 2/8/2022 4:30:09 PM WC22005323 8XXX 34th St N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 2/8/2022 4:58:29 PM WC22005326 3XXX Lilac Ave N, LAKE ELMO MEDICAL 2/8/2022 6:02:14 PM WC22005329 XXX Jade Trl N, LAKE ELMO MEDICAL 2/8/2022 7:37:00 PM WC22005343 3XXX Laverne Ave N, LAKE ELMO MEDICAL 2/8/2022 8:27:49 PM WC22005347 XXX Cimarron, LAKE ELMO NOISE COMPLAINT/DISTURBANCE 2/8/2022 10:08:36 PM WC22005359 11XXX 58th St N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/9/2022 7:10:25 AM WC22005383 Island Trl / Lower 8th Pl N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 2/9/2022 10:32:00 AM WC22005427 10th St N / Manning Ave N, LAKE ELMO TRAFFIC STOP 2/9/2022 11:00:35 AM WC22005432 8XXX Stillwater Blvd N, LAKE ELMO MEDICAL 2/9/2022 4:13:07 PM WC22005470 Unknown, LAKE ELMO CITIZEN/PUBLIC ASSIST 2/9/2022 4:35:33 PM WC22005478 XX CIMARRON, LAKE ELMO WELFARE CHECK 2/9/2022 5:07:53 PM WC22005481 8XXX Stillwater Blvd N, LAKE ELMO OFFICER INFORMATION 2/9/2022 5:52:42 PM WC22005488 XXX Cimarron, LAKE ELMO WELFARE CHECK 2/9/2022 7:11:00 PM WC22005500 4XXX Monarch Ct N, LAKE ELMO MEDICAL 2/9/2022 8:59:26 PM WC22005512 11XXX 32nd St N, LAKE ELMO MEDICAL 2/10/2022 12:55:05 AM WC22005535 10TH ST N / ISLAND TRL, LAKE ELMO TRAFFIC STOP 2/10/2022 6:09:00 AM WC22005548 4XXX IVY CT N, LAKE ELMO MEDICAL 2/10/2022 7:22:06 AM WC22005550 11XXX Upper 30th St N, LAKE ELMO ANIMAL COMPLAINT 2/10/2022 8:29:08 AM WC22005558 11XXX Upper 33rd St N, LAKE ELMO MEDICAL 2/10/2022 8:57:50 AM WC22005563 8XXX 5TH ST N, LAKE ELMO THEFT 2/10/2022 6:49:38 PM WC22005621 9XXX Tapestry Rd, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/10/2022 8:26:46 PM WC22005632 Hwy 36 Eb At Lake Elmo Ave N, LAKE ELMO ACCIDENT 2/11/2022 1:58:02 AM WC22005651 9XXX Highway 36, LAKE ELMO DANCO VIOLATION 2/11/2022 8:49:38 AM WC22005671 11XXX 39th St N, LAKE ELMO MEDICAL 2/11/2022 9:44:16 AM WC22005680 2XXX Jonquil Trl N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/11/2022 11:29:36 AM WC22005691 8XXX Lake Jane Trl N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/11/2022 12:23:50 PM WC22005695 4XXX Lavender Ave N, LAKE ELMO FRAUD/SCAM 2/11/2022 12:30:44 PM WC22005699 8XXX Ironwood Trl N, LAKE ELMO CITIZEN/PUBLIC ASSIST 2/11/2022 4:41:50 PM WC22005721 34th St N / Jamaca Ave N, LAKE ELMO WELFARE CHECK 2/11/2022 6:49:18 PM WC22005732 HWY 36 EB JEO HILTON TRL N, LAKE ELMO OVERDOSE 2/11/2022 9:07:02 PM WC22005738 XXX Cimarron, LAKE ELMO INCIDENT 3Pagev2.1 12/20 Incident Summary Report From:2/1/2022 12:00:00 AM To:2/28/2022 11:59:59 PM PUBLIC 2/11/2022 11:56:54 PM WC22005751 9XXX Jane Rd N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 2/12/2022 12:05:44 AM WC22005752 XXX Cimarron, LAKE ELMO WARRANT ATTEMPT 2/12/2022 6:40:46 AM WC22005787 8XXX 27th St N, LAKE ELMO MEDICAL 2/12/2022 7:25:42 AM WC22005791 Hwy 36 Wb Jwo Lake Elmo Ave N, LAKE ELMO DRIVING COMPLAINT 2/12/2022 7:55:41 AM WC22005792 11XXX Stillwater Blvd N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/12/2022 12:04:43 PM WC22005807 3XXX Kelvin Ave N, LAKE ELMO MEDICAL 2/12/2022 12:31:04 PM WC22005809 39th St N / Lake Elmo Ave N, LAKE ELMO PUBLIC WORKS CONCERN 2/12/2022 3:09:40 PM WC22005818 4XXX Kokanee Ln N, LAKE ELMO MEDICAL 2/12/2022 9:52:35 PM WC22005862 8XXX Hudson Blvd N, LAKE ELMO DISTURBANCE 2/12/2022 11:54:18 PM WC22005871 11XXX 20th St N, LAKE ELMO MEDICAL 2/13/2022 2:29:07 AM WC22005895 11XXX Stillwater Blvd N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/13/2022 11:50:05 AM WC22005918 11XXX 12th St N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/13/2022 6:07:45 PM WC22005967 Lake Jane Boat Landing, LAKE ELMO WELFARE CHECK 2/13/2022 7:02:09 PM WC22005970 3XXX Laverne Ave N, LAKE ELMO MEDICAL 2/13/2022 7:35:25 PM WC22005973 9XXX Jane Rd N, LAKE ELMO MEDICAL 2/13/2022 9:34:44 PM WC22005981 XXX CIMARRON, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 2/13/2022 10:14:15 PM WC22005987 Hwy 36 Wb Jwo Lake Elmo Ave N, LAKE ELMO ACCIDENT 2/14/2022 5:31:37 AM WC22006025 11XXX Hudson Blvd N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/14/2022 6:15:49 AM WC22006030 Keats Ave N / Hudson Blvd N, LAKE ELMO ACCIDENT 2/14/2022 8:49:14 AM WC22006041 10th St N / Jewel Ave N, LAKE ELMO ACCIDENT 2/14/2022 9:27:23 AM WC22006046 11XXX 39TH ST N, LAKE ELMO THEFT 2/14/2022 2:40:00 PM WC22006119 9XXX Jade Ct N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 2/14/2022 3:30:24 PM WC22006125 XXX Cimarron, LAKE ELMO WELFARE CHECK 2/15/2022 12:47:33 AM WC22006164 XXX Jade Trl N, LAKE ELMO ANIMAL COMPLAINT 2/15/2022 3:35:36 AM WC22006168 11XXX Stillwater Blvd N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/15/2022 4:23:45 AM WC22006170 11XXX 39th St N, LAKE ELMO MISSING PERSON 2/15/2022 5:27:15 AM WC22006171 9XXX 5th Street Ln N, LAKE ELMO CITIZEN/PUBLIC ASSIST 2/15/2022 6:33:59 AM WC22006173 11XXX 10th St N, LAKE ELMO VEHICLE UNLOCK 2/15/2022 6:36:11 AM WC22006172 8XXX Hudson Blvd N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/15/2022 11:08:40 AM WC22006217 XXX Cimarron, LAKE ELMO WELFARE CHECK 2/15/2022 12:00:15 PM WC22006221 9XXX Hudson Blvd N, LAKE ELMO VEHICLE UNLOCK 2/15/2022 4:22:21 PM WC22006244 9XXX Whistling Valley Rd, LAKE ELMO MEDICAL 2/15/2022 5:25:15 PM WC22006251 8XXX Eagle Point Blvd, LAKE ELMO THREATS 2/15/2022 6:32:31 PM WC22006259 9XXX 4th Street Ln N, LAKE ELMO CIVIL MATTER/DISPUTE 2/15/2022 7:44:58 PM WC22006268 3XXX Lilac Ave N, LAKE ELMO MEDICAL 2/16/2022 12:07:37 AM WC22006285 XXX Cimarron, LAKE ELMO PROPERTY DAMAGE 2/16/2022 1:02:53 PM WC22006356 Unknown, LAKE ELMO FRAUD/SCAM 2/16/2022 2:10:02 PM WC22006366 8XXX Hidden Bay Trl N, LAKE ELMO CITIZEN/PUBLIC ASSIST 2/16/2022 2:48:43 PM WC22006370 1XXX Leeward Ave N, LAKE ELMO MEDICAL 4Pagev2.1 12/20 Incident Summary Report From:2/1/2022 12:00:00 AM To:2/28/2022 11:59:59 PM PUBLIC 2/16/2022 4:22:22 PM WC22006377 4XXX Lady Slipper Rd N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/16/2022 5:35:54 PM WC22006381 5XXX Hilltop Ave N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 2/16/2022 5:55:09 PM WC22006386 85XXX -8515 HUDSON BLVD N, LAKE ELMO TRAFFIC STOP 2/16/2022 6:08:46 PM WC22006390 XXX Cimarron, LAKE ELMO HARASSMENT 2/16/2022 7:34:48 PM WC22006399 Keats Ave N / 10th St N, LAKE ELMO MOTORIST ASSIST 2/17/2022 7:50:15 AM WC22006439 11XXX 35th St N, LAKE ELMO FOUND PROPERTY/ITEM 2/17/2022 8:02:48 AM WC22006441 11XXX Stillwater Blvd N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/17/2022 8:17:22 AM WC22006447 Hwy 36 Wb At Keats Ave N, LAKE ELMO ASSIST OTHER AGENCY 2/17/2022 8:24:11 AM WC22006450 XXX Cimarron, LAKE ELMO ACCIDENT 2/17/2022 10:35:49 AM WC22006470 XXX Cimarron, LAKE ELMO FRAUD/SCAM 2/17/2022 11:00:00 AM WC22006473 8XXX 15TH ST N, LAKE ELMO CITIZEN/PUBLIC ASSIST 2/17/2022 1:03:07 PM WC22006498 11XXX Upper 30th St N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/17/2022 1:33:24 PM WC22006503 3XXX Manning Ave N, LAKE ELMO ACCIDENT 2/17/2022 6:12:39 PM WC22006550 5XXX Marquess Trl N, LAKE ELMO VEHICLE TAMPERING 2/17/2022 6:28:14 PM WC22006551 ISLAND TRL / UPPER 9TH PL N, LAKE ELMO TRAFFIC STOP 2/18/2022 8:02:33 AM WC22006628 10XXX 38th St N, LAKE ELMO CITIZEN/PUBLIC ASSIST 2/18/2022 8:19:05 AM WC22006633 XXX Cimarron, LAKE ELMO ASSIST OTHER AGENCY 2/18/2022 9:03:05 AM WC22006636 11XXX Lower 31st St N, LAKE ELMO PROPERTY DAMAGE 2/18/2022 10:03:06 AM WC22006643 10XXX 33rd St N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 2/18/2022 10:46:45 AM WC22006678 Lake Elmo Ave N / 33rd St N, LAKE ELMO CITIZEN/PUBLIC ASSIST 2/18/2022 11:48:54 AM WC22006689 9XXX 31st St N, LAKE ELMO CITIZEN/PUBLIC ASSIST 2/18/2022 1:40:09 PM WC22006704 10th St N / Keats Ave N, LAKE ELMO WELFARE CHECK 2/18/2022 3:03:21 PM WC22006710 11XXX 10th St N, LAKE ELMO GAS DRIVE OFF 2/18/2022 3:23:58 PM WC22006714 1XXX Keats Ave N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/18/2022 3:24:02 PM WC22006715 Hwy 36 Eb At Lake Elmo Ave N, LAKE ELMO TRAFFIC COMPLAINT 2/18/2022 4:06:19 PM WC22006725 2XXX Jamley Ave N, LAKE ELMO ANIMAL COMPLAINT 2/18/2022 4:38:15 PM WC22006729 11XXX 39th St N, LAKE ELMO FRAUD/SCAM 2/18/2022 6:10:58 PM WC22006737 Unknown, LAKE ELMO THEFT 2/18/2022 6:15:40 PM WC22006738 9XXX Hudson Blvd N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 2/19/2022 7:34:09 AM WC22006804 3XXX Lake Elmo Ave N, LAKE ELMO CITIZEN/PUBLIC ASSIST 2/19/2022 9:16:56 AM WC22006810 3XXX Jamaca Ave N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/19/2022 2:51:23 PM WC22006836 XXX Lake Elmo Ave N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/19/2022 3:11:02 PM WC22006839 Unknown, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 2/19/2022 4:27:05 PM WC22006850 11XXX Blazingstar Ln N, LAKE ELMO ANIMAL COMPLAINT 2/19/2022 5:45:52 PM WC22006857 11XXX 39th St N, LAKE ELMO FOLLOW UP 2/19/2022 6:56:44 PM WC22006865 XXX Cimarron, LAKE ELMO CIVIL MATTER/DISPUTE 2/19/2022 7:07:08 PM WC22006867 4XXX Linden Trl N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 2/19/2022 7:37:07 PM WC22006868 11XXX 39th St N, LAKE ELMO MEDICAL 5Pagev2.1 12/20 Incident Summary Report From:2/1/2022 12:00:00 AM To:2/28/2022 11:59:59 PM PUBLIC 2/19/2022 10:51:32 PM WC22006885 XXX James Ave N, LAKE ELMO THEFT 2/19/2022 11:35:12 PM WC22006888 10XXX Tapestry Bnd, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 2/20/2022 4:51:10 AM WC22006924 3XXX Kindred Way, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/20/2022 6:36:52 AM WC22006926 11XXX Stillwater Blvd N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/20/2022 9:14:28 AM WC22006933 2XXX Inwood Ave N, LAKE ELMO CITIZEN/PUBLIC ASSIST 2/20/2022 9:38:15 AM WC22006935 8XXX Hudson Blvd N, LAKE ELMO WELFARE CHECK 2/20/2022 11:25:09 AM WC22006947 8XXX Hudson Blvd N, LAKE ELMO WELFARE CHECK 2/20/2022 1:49:28 PM WC22006959 Lake Elmo Ave N / Upper 33rd St N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 2/20/2022 2:02:22 PM WC22006961 10XXX Tapestry Bnd, LAKE ELMO CITIZEN/PUBLIC ASSIST 2/20/2022 2:57:23 PM WC22006964 8XXX 55th St N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 2/20/2022 3:00:38 PM WC22006963 Hwy 36 Eb At Lake Elmo Ave N, LAKE ELMO DRIVING COMPLAINT 2/20/2022 3:13:30 PM WC22006966 11XXX 39th St N, LAKE ELMO FRAUD/SCAM 2/20/2022 7:45:04 PM WC22006999 Unknown, LAKE ELMO THREATS 2/20/2022 8:33:11 PM WC22007004 XXX Cimarron, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 2/20/2022 8:39:36 PM WC22007008 XX Cimarron, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 2/20/2022 10:31:02 PM WC22007016 1XXX Ivory Ave N, LAKE ELMO ACCIDENT 2/21/2022 5:52:02 AM WC22007033 8XXX 33rd St N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/21/2022 6:32:35 AM WC22007034 XX Inwood Ave N / 10th St N, LAKE ELMO ACCIDENT 2/21/2022 7:55:27 AM WC22007040 Lake Elmo Ave N / 30th St N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 2/21/2022 10:38:45 AM WC22007065 Unknown, LAKE ELMO FRAUD/SCAM 2/22/2022 1:21:00 AM WC22007152 59th St N / Keats Ave N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 2/22/2022 3:26:56 AM WC22007160 XXX James Ave N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/22/2022 9:02:31 AM WC22007178 Manning Ave N / Stillwater Blvd N, LAKE ELMO ACCIDENT 2/22/2022 12:19:33 PM WC22007200 Unknown, LAKE ELMO FRAUD/SCAM 2/22/2022 5:25:20 PM WC22007232 11XXX Stillwater Blvd N, LAKE ELMO VEHICLE UNLOCK 2/22/2022 5:40:29 PM WC22007234 3rd St N / Inwood Ave N, LAKE ELMO VEHICLE OFF ROAD 2/22/2022 7:40:23 PM WC22007247 4XXX Ivy Ct N, LAKE ELMO FOLLOW UP 2/23/2022 9:26:48 AM WC22007312 Hudson Blvd N / Keats Ave N, LAKE ELMO ACCIDENT 2/23/2022 2:31:30 PM WC22007358 5XXX Jamaca Blvd N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/23/2022 3:45:46 PM WC22007375 Inwood Ave N / Stillwater Blvd N, LAKE ELMO ACCIDENT 2/23/2022 9:58:48 PM WC22007421 9XXX 8th St N, LAKE ELMO MEDICAL 2/24/2022 12:27:11 AM WC22007429 XXX Jasmine Ave N, LAKE ELMO MEDICAL 2/24/2022 6:29:04 AM WC22007442 8XXX Eagle Point Cir N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/24/2022 6:44:47 AM WC22007443 8XXX Eagle Point Cir N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/24/2022 10:37:49 AM WC22007460 2XXX Lake Elmo Ave N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 2/24/2022 4:11:57 PM WC22007542 Hwy 36 Wb Jeo Keats Ave N, LAKE ELMO TRAFFIC COMPLAINT 2/24/2022 4:27:27 PM WC22007544 XXX June Ave N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 6Pagev2.1 12/20 Incident Summary Report From:2/1/2022 12:00:00 AM To:2/28/2022 11:59:59 PM PUBLIC 2/24/2022 6:18:20 PM WC22007553 Manning Ave N / Stillwater Blvd N, LAKE ELMO ACCIDENT 2/24/2022 6:23:45 PM WC22007554 XXX 6th Street Ln N, LAKE ELMO MEDICAL 2/24/2022 11:29:15 PM WC22007584 8XXX 26th St N, LAKE ELMO MEDICAL 2/25/2022 12:27:41 PM WC22007653 XXX 6th Street Ln N, LAKE ELMO ASSIST OTHER AGENCY 2/25/2022 1:58:02 PM WC22007663 Hwy 36 Wb Jwo Keats Ave N, LAKE ELMO ROAD HAZARD 2/25/2022 3:48:53 PM WC22007671 9XXX Hudson Blvd N, LAKE ELMO CITIZEN/PUBLIC ASSIST 2/25/2022 4:33:10 PM WC22007682 9XXX Jade Cv N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 2/25/2022 5:40:03 PM WC22007691 11XXX 20th St N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/25/2022 7:22:30 PM WC22007701 XXX James Ave N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 2/26/2022 1:18:39 AM WC22007744 Demontreville Trail Cir N / Demontreville Trl N, LAKE ELMO MOTORIST ASSIST 2/26/2022 10:19:11 AM WC22007792 3XXX Laverne Ave N, LAKE ELMO MEDICAL 2/26/2022 3:11:34 PM WC22007824 XXX Cimarron, LAKE ELMO ANIMAL COMPLAINT 2/26/2022 11:26:54 PM WC22007872 Hwy 36 Wb At Keats Ave N, LAKE ELMO TRAFFIC STOP 2/27/2022 2:05:05 AM WC22007905 Hwy 36 Wb At Lake Elmo Ave N, LAKE ELMO DWI 2/27/2022 8:08:01 AM WC22007921 3XXX Laverne Ave N, LAKE ELMO MEDICAL 2/27/2022 9:37:35 AM WC22007927 XX Cimarron, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 2/27/2022 10:04:49 AM WC22007931 XXX Cimarron, LAKE ELMO MEDICAL 2/28/2022 2:24:17 AM WC22008018 Inwood Ave N / 21st St N, LAKE ELMO DRUGS TOTAL INCIDENTS:244 7Pagev2.1 12/20 Incident Summary Report From:2/1/2022 12:00:00 AM To:2/28/2022 11:59:59 PM PUBLIC WASHINGTON COUNTYSHERIFF'S OFFICE LAKE ELMO, MN MO N TH LY NE WS LETTER LAKE ELMO MAR CH 2 022 MARC H 202 2 how to keep yourself (and your pup) safe.. MARCHSERVICE AWARDS D E P U T Y M A T T O 'H A R A Coor di n a ted Res p o n s e Te a m S G T . J A C Q U E L I N E D A H M S J a il O p e ra t ions Sergean tThe Washington County Sheriff's Office and Washington County Public Health & Environment proudly partner in a drug collection program. Over 40 tons of prescription medication have been collected since the program's conception in 2013. As part of this effort, Washington County is holding a 1 5 Y E A RS O F S E R V I C E 1 5 YE A R S O F S E R V IC E With warmer weather on the horizon, we can expect a lot more pedestrian and bicycle traffic in our communities. Pedestrian safety is all of our responsibilities, including drivers. In partnership with Toward Zero Deaths (TZD) and AAA, Washington County is promoting a four-week awareness campaign on "Pedestrian & Pup Traffic Safety" via their Facebook page. The campaign highlights the importance of being alert, visible, & predictable. In addition, the Sheriff's Office would like to remind motorists to reduce dangerous driving behaviors by following speed limits, slowing down at intersections, and yielding to bicyclists and pedestrians. P A M B R A D S H A W P u b li c S a fet y T e l e comm uni cat o r 2 5 YE A R S O F S E R V IC E Drug "Take Back" event on April 23rd at the Mahtomedi Middle School. For more information, including acceptable items and year- round disposal locations, call 651-275-7475 or visit our website at www.co.washington.mn.us/meds. Washington County Drug "Take Back" Event LAKE ELMO @WASHINGTONCOUNTYSO @WCSOMN FACEBOOK.COM/WCSOMN WWW.WCSO.INFO what you need to know... Emergency OutdoorWarning Sirens Blake Trantham CRIME ANALYST Severe Weather Awareness Week (April 4-8, 2022) is a week dedicated to increasing awareness of steps individuals, businesses, and families can take to better prepare for weather-related emergencies. Each day of the week holds a dedicated theme, including alerts and warnings; severe weather, lightning and hail; floods; tornadoes; and extreme heat. The Sheriff’s Office will be posting about each day’s theme on our social media outlets, so follow along for more information! The statewide Tornado Drill Day is on Thursday, April 7th. The outdoor warning sirens as indicated on the map are owned and maintained by local jurisdictions unless they are located on county-owned or privately owned property. Absent of real severe weather, the outdoor warning sirens will be tested at 1:45 p.m. and again at 6:45 p.m. During the 1:45 p.m. activation, the Washington County Sheriff’s Office Emergency Communications Response Center, (formerly known as the 911 Communications Center) will test each of the three activation zones: North, South, and All- County. Visit our Facebook page or our website for more information on Severe Weather Awareness week and what you can do to prepare! - Kelli Matzek, Deputy Director Washington County Emergency Management The Washington County Sheriff's Office will be participating in the National Highway Traffic Safety Administration (NHSTA) high-visibility distracted driving enforcement campaign April 4th through the 11th. Texting and other forms of distracted driving have reached epidemic levels, and thanks to officers and deputies across our nation, a strong law enforcement presence will make this annual campaign a success by saving many lives. U Text. U Drive. U Pay. Blake has been with the Sheriff’s Office for 11 years, having spent the last 8 serving as one our Crime Analysts. Most of Blake’s time is spent assisting our General Investigators with their cases, including identifying and researching suspects, analyzing and mapping phone records, and compiling and analyzing crime data to determine trends and patterns in criminal activity in our communities. Blake also assists the Washington County Drug Task Force, the East Metro Human Trafficking Task Force, our Special Investigations Unit, Patrol Unit, and Digital Forensics Unit. Prior to the Sheriff’s Office, Blake worked for the Minnesota Revisor’s Office, Ramsey County Corrections, and was a police officer. He graduated from the University of Northern Iowa with a Bachelor of Arts in Criminology and Sociology. Having grown up in Iowa, Blake is an avid Hawkeye fan, enjoys trail running, and recently discovered he can hold his breath for over 3 ½ minutes. He and his wife have been residents of Stillwater for nearly 20 years. WASHINGTON COUNTY SHERIFFS OFFICE LAKE ELMO - 278 3/1/2022 8:21:00 AM WC22008191 XXX Laverne Ave N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 3/1/2022 5:05:16 PM WC22008270 9XXX Stillwater Blvd N, LAKE ELMO FRAUD/SCAM 3/1/2022 6:45:24 PM WC22008293 Ideal Ave N / 32nd St N, LAKE ELMO PUBLIC WORKS CONCERN 3/2/2022 6:33:24 AM WC22008336 3XXX Lake Elmo Ave N, LAKE ELMO MEDICAL 3/2/2022 12:02:22 PM WC22008370 XXX Cimarron, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 3/2/2022 3:14:24 PM WC22008389 8XXX Hudson Blvd N, LAKE ELMO MEDICAL 3/2/2022 10:54:39 PM WC22008439 9XXX Hudson Blvd N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 3/3/2022 5:28:36 AM WC22008456 Lake Elmo Ave N / 43rd St N, LAKE ELMO ACCIDENT 3/3/2022 7:00:39 AM WC22008459 10th St N / Lake Elmo Ave N, LAKE ELMO ACCIDENT 3/3/2022 7:50:39 AM WC22008465 5XXX HYTRAIL AVE N, LAKE ELMO CIVIL MATTER/DISPUTE 3/3/2022 8:31:22 AM WC22008473 9XXX 28th St N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 3/3/2022 8:45:48 AM WC22008474 Lake Elmo Ave N / 43rd St N, LAKE ELMO ANIMAL COMPLAINT 3/3/2022 10:04:51 AM WC22008489 XXX CIMARRON, LAKE ELMO CIVIL MATTER/DISPUTE 3/3/2022 10:55:40 AM WC22008497 5XXX HILLTOP AVE N, LAKE ELMO CIVIL MATTER/DISPUTE 3/3/2022 12:19:41 PM WC22008527 5XXX Linden Trl N, LAKE ELMO PARKING COMPLAINT 3/3/2022 1:40:09 PM WC22008534 Stillwater Blvd N / Ideal Ave N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 3/3/2022 4:43:33 PM WC22008563 Unknown, LAKE ELMO CIVIL MATTER/DISPUTE 3/3/2022 8:17:04 PM WC22008592 11XXX 24th Street Ct N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 3/4/2022 1:11:00 AM WC22008626 8XXX Upper 7th Pl N, LAKE ELMO FIRE 3/4/2022 4:07:03 AM WC22008635 3XXX Lake Elmo Ave N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 3/4/2022 7:17:05 AM WC22008637 XXX Jasmine Avenue Pl N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 3/4/2022 10:17:16 AM WC22008656 8XXX Hudson Blvd N, LAKE ELMO COUNTERFEIT/FORGERY 3/4/2022 11:30:13 AM WC22008673 XX Cimarron, LAKE ELMO MEDICAL 3/4/2022 12:07:19 PM WC22008694 Unknown, LAKE ELMO CITIZEN/PUBLIC ASSIST 3/4/2022 12:38:22 PM WC22008698 Hwy 36 Eb At Lake Elmo Ave N, LAKE ELMO ASSIST OTHER AGENCY 3/4/2022 1:20:14 PM WC22008704 Hwy 36 Eb At Lake Elmo Ave N, LAKE ELMO DRIVING COMPLAINT 3/4/2022 5:19:00 PM WC22008728 XXX Cimarron, LAKE ELMO FRAUD/SCAM 3/4/2022 5:39:16 PM WC22008731 9XXX 5th Street Ln N, LAKE ELMO PARK COMPLAINT 3/4/2022 7:43:27 PM WC22008743 Island Trl / 9th Pl N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 3/4/2022 8:34:18 PM WC22008748 XXX CIMARRON, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 3/4/2022 9:27:36 PM WC22008753 10th St N / Keats Ave N, LAKE ELMO TRAFFIC STOP 3/5/2022 1:09:25 AM WC22008783 Hwy 36 Eb At Lake Elmo Ave N, LAKE ELMO ACCIDENT 3/5/2022 1:31:51 AM WC22008784 60th St N / Keats Ave N, LAKE ELMO VEHICLE OFF ROAD 1Pagev2.1 12/20 Incident Summary Report From:3/1/2022 12:00:00 AM To:3/31/2022 11:59:59 PM PUBLIC 3/5/2022 7:01:43 AM WC22008805 8XXX Demontreville Trl N, LAKE ELMO PUBLIC WORKS CONCERN 3/5/2022 7:59:50 AM WC22008807 county 14/ideal ave, LAKE ELMO FOLLOW UP 3/5/2022 11:19:03 AM WC22008830 3XXX Laverne Ave N, LAKE ELMO MEDICAL 3/5/2022 3:32:16 PM WC22008852 5XXX Marquess Trl N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 3/6/2022 6:35:19 AM WC22008903 10XXX Hudson Blvd N, LAKE ELMO MOTOR VEHICLE THEFT 3/6/2022 8:06:11 AM WC22008911 11XXX -11991 10TH ST N, LAKE ELMO TRAFFIC STOP 3/6/2022 4:24:02 PM WC22008940 XXX Cimarron, LAKE ELMO ANIMAL COMPLAINT 3/6/2022 5:48:44 PM WC22008945 Cimarron / 10th St N, LAKE ELMO WELFARE CHECK 3/6/2022 7:33:31 PM WC22008954 HWY 36 EB AT LAKE ELMO AVE N, LAKE ELMO ACCIDENT 3/7/2022 1:30:58 AM WC22008975 XXX Cimarron, LAKE ELMO WARRANT ATTEMPT 3/7/2022 3:41:53 AM WC22008982 11XXX Stillwater Blvd N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 3/7/2022 11:30:54 AM WC22009035 2XXX Imperial Ave N, LAKE ELMO FOLLOW UP 3/7/2022 12:09:31 PM WC22009042 12XXX 55th St N, LAKE ELMO MEDICAL 3/7/2022 4:22:49 PM WC22009066 XXX Cimarron, LAKE ELMO DRIVING COMPLAINT 3/7/2022 5:29:43 PM WC22009070 8XXX 55th St N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 3/8/2022 1:04:14 AM WC22009104 Hwy 36 Wb At Keats Ave N, LAKE ELMO TRAFFIC STOP 3/8/2022 2:34:00 AM WC22009114 9XXX HUDSON BLVD N, LAKE ELMO TRAFFIC STOP 3/8/2022 6:21:06 AM WC22009117 Stillwater Blvd N / Kelvin Ave N, LAKE ELMO ACCIDENT 3/8/2022 7:17:05 AM WC22009123 11XXX 32nd St N, LAKE ELMO ACCIDENT 3/8/2022 9:01:33 AM WC22009130 11XXX 39th St N, LAKE ELMO MEDICAL 3/8/2022 9:03:17 AM WC22009129 11XXX Stillwater Blvd N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 3/8/2022 1:23:42 PM WC22009174 XXX Cimarron, LAKE ELMO INTERNET CRIMES 3/8/2022 3:36:35 PM WC22009187 Hwy 36 Wb Jwo Keats Ave N, LAKE ELMO TRAFFIC COMPLAINT 3/8/2022 4:06:43 PM WC22009194 8XXX JANE RD N, LAKE ELMO MEDICAL 3/8/2022 7:59:35 PM WC22009221 XXX Cimarron, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 3/8/2022 9:04:28 PM WC22009226 Stillwater Blvd N / Jamaca Ave N, LAKE ELMO TRAFFIC STOP 3/9/2022 12:02:00 AM WC22009246 Laverne Ave N / 5th St N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 3/9/2022 1:07:25 AM WC22009256 9XXX 60TH ST N, LAKE ELMO WARRANT ATTEMPT 3/9/2022 4:44:16 AM WC22009272 XXX Cimarron, LAKE ELMO OFFICER INFORMATION 3/9/2022 7:26:35 AM WC22009279 8XXX Ironwood Trl N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 3/9/2022 2:43:49 PM WC22009354 8XXX 27TH ST N, LAKE ELMO TRAFFIC STOP 3/9/2022 4:55:48 PM WC22009366 8XXX Hudson Blvd N, LAKE ELMO THEFT 3/10/2022 7:14:18 AM WC22009423 11XXX Hudson Blvd N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 3/10/2022 9:50:35 AM WC22009445 11XXX 39th St N, LAKE ELMO MEDICAL 3/10/2022 10:11:21 AM WC22009456 XXX Jade Trl N, LAKE ELMO MEDICAL 3/10/2022 11:00:25 AM WC22009461 11XXX Prairieview Trl N, LAKE ELMO PARKING COMPLAINT 3/10/2022 2:52:58 PM WC22009493 9XXX Hudson Blvd N, LAKE ELMO THEFT 3/10/2022 5:44:33 PM WC22009511 XXX Jade Trl N, LAKE ELMO MEDICAL 2Pagev2.1 12/20 Incident Summary Report From:3/1/2022 12:00:00 AM To:3/31/2022 11:59:59 PM PUBLIC 3/10/2022 6:07:22 PM WC22009513 Hwy 36 Eb Jwo Keats Ave N, LAKE ELMO TRAFFIC COMPLAINT 3/10/2022 6:43:15 PM WC22009516 10XXX 10th St N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 3/11/2022 6:07:21 AM WC22009566 XXX Cimarron, LAKE ELMO FOUND PROPERTY/ITEM 3/11/2022 10:07:35 AM WC22009584 11XXX LOWER 31ST ST N, LAKE ELMO CIVIL MATTER/DISPUTE 3/11/2022 10:36:42 AM WC22009588 XXX Jade Trl N, LAKE ELMO MEDICAL 3/11/2022 12:18:26 PM WC22009601 9XXX 4th St N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 3/11/2022 4:31:00 PM WC22009621 XXX Cimarron, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 3/11/2022 4:52:06 PM WC22009627 8XXX 9th Pl N, LAKE ELMO MEDICAL 3/11/2022 6:08:34 PM WC22009641 XXX Jasmine Ave N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 3/11/2022 6:10:05 PM WC22009643 8XXX 42nd St N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 3/11/2022 6:44:30 PM WC22009653 XXX Cimarron, LAKE ELMO ANIMAL COMPLAINT 3/11/2022 9:36:17 PM WC22009670 2XXX Jamley Ave N, LAKE ELMO THEFT 3/11/2022 9:57:52 PM WC22009671 8XXX Lake Jane Trl N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 3/12/2022 3:01:19 AM WC22009706 8XXX Eagle Point Blvd, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 3/12/2022 5:52:47 AM WC22009711 XXX Cimarron, LAKE ELMO OFP VIOLATION 3/12/2022 9:49:58 AM WC22009724 8XXX 34th St N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 3/12/2022 12:06:55 PM WC22009739 Jamaca Ave N / Stillwater Blvd N, LAKE ELMO DRIVING COMPLAINT 3/12/2022 1:46:38 PM WC22009744 10XXX Tapestry Hl, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 3/12/2022 2:40:41 PM WC22009747 9XXX Whistling Valley Trl, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 3/12/2022 5:54:07 PM WC22009768 3XXX Lake Elmo Ave N, LAKE ELMO FOLLOW UP 3/12/2022 6:55:52 PM WC22009781 3XXX Lake Elmo Ave N, LAKE ELMO MEDICAL 3/12/2022 8:59:21 PM WC22009792 XXX Juniper Ave N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 3/12/2022 9:43:14 PM WC22009799 34th St N / Jamaca Ave N, LAKE ELMO TRAFFIC STOP 3/13/2022 4:13:59 AM WC22009833 8XXX Hudson Blvd N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 3/13/2022 4:32:05 AM WC22009834 8XXX 5th St N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 3/13/2022 6:04:25 PM WC22009902 8XXX Upper 9th Pl N, LAKE ELMO MEDICAL 3/13/2022 6:31:40 PM WC22009908 Hudson Blvd N / Keats Ave N, LAKE ELMO TRAFFIC STOP 3/13/2022 10:07:44 PM WC22009929 Stillwater Blvd N / Keats Ave N, LAKE ELMO TRAFFIC STOP 3/13/2022 10:08:35 PM WC22009931 Hwy 36 Eb Jeo Demontreville Trl N, LAKE ELMO TRAFFIC STOP 3/14/2022 12:24:01 AM WC22009943 Stillwater Blvd N / 50th St N, LAKE ELMO TRAFFIC STOP 3/14/2022 1:07:55 AM WC22009948 XXX Jade Trl N, LAKE ELMO MEDICAL 3/14/2022 4:37:12 AM WC22009962 8XXX Hudson Blvd N, LAKE ELMO CITIZEN/PUBLIC ASSIST 3/14/2022 6:38:01 AM WC22009964 1XXX Keats Ave N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 3/14/2022 8:41:15 AM WC22009969 Hwy 36 Eb At Keats Ave N, LAKE ELMO ANIMAL COMPLAINT 3/14/2022 10:07:58 AM WC22009984 XX HWY 36 WB AT MANNING AVE N, LAKE ELMO VEHICLE OFF ROAD 3/14/2022 10:42:41 AM WC22009996 Ideal Ave N / Hidden Bay Trl N, LAKE ELMO VEHICLE OFF ROAD 3/14/2022 11:44:37 AM WC22010009 9XXX Jade Cv N, LAKE ELMO BURGLARY 3/14/2022 12:00:54 PM WC22010019 5XXX LINDEN TRL N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 3Pagev2.1 12/20 Incident Summary Report From:3/1/2022 12:00:00 AM To:3/31/2022 11:59:59 PM PUBLIC 3/14/2022 1:31:57 PM WC22010057 Unknown, LAKE ELMO FOLLOW UP 3/14/2022 4:25:34 PM WC22010082 Lilac Ave N / 35th St N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 3/14/2022 4:31:00 PM WC22010085 9XXX 6th Street Ct N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 3/14/2022 6:36:28 PM WC22010097 30XXX -3098 INWOOD AVE N, LAKE ELMO DIRECTED PATROL 3/14/2022 6:54:05 PM WC22010100 INWOOD AVE N, LAKE ELMO TRAFFIC STOP 3/14/2022 10:35:53 PM WC22010132 VILLAGE PKWY N / UPPER 30TH ST N, LAKE ELMO TRAFFIC STOP 3/15/2022 7:05:28 AM WC22010168 Manning Ave N / Stillwater Blvd, LAKE ELMO ACCIDENT 3/15/2022 8:23:55 AM WC22010175 1XXX Keats Ave N, LAKE ELMO ANIMAL COMPLAINT 3/15/2022 3:01:22 PM WC22010253 11XXX 10th St N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 3/15/2022 3:29:10 PM WC22010257 3XXX Layton Ct N, LAKE ELMO WELFARE CHECK 3/15/2022 5:51:20 PM WC22010281 Hwy 36 Eb Jeo Keats Ave N, LAKE ELMO DRIVING COMPLAINT 3/16/2022 3:59:07 AM WC22010321 9XXX 31st St N, LAKE ELMO THEFT FROM MOTOR VEHICLE 3/16/2022 11:53:44 AM WC22010388 XXX Cimarron, LAKE ELMO FOLLOW UP 3/16/2022 1:25:02 PM WC22010391 XXX Manning Ave N, LAKE ELMO FOLLOW UP 3/16/2022 3:19:33 PM WC22010405 Hwy 36 Eb At Lake Elmo Ave N, LAKE ELMO ACCIDENT 3/16/2022 4:07:59 PM WC22010408 9XXX Jane Rd N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 3/16/2022 4:43:37 PM WC22010415 9XXX Hudson Blvd N, LAKE ELMO VEHICLE UNLOCK 3/16/2022 6:04:35 PM WC22010424 XXX Julep Ave N, LAKE ELMO ANIMAL COMPLAINT 3/17/2022 7:58:11 AM WC22010474 Hudson Blvd N / Lake Elmo Ave N, LAKE ELMO PARKING COMPLAINT 3/17/2022 2:07:00 PM WC22010519 XXX Manning Ave N, LAKE ELMO CITIZEN/PUBLIC ASSIST 3/17/2022 2:42:56 PM WC22010524 34TH ST N / IDEAL AVE N, LAKE ELMO ACCIDENT 3/17/2022 2:54:58 PM WC22010528 1XXX Annika Dr N, LAKE ELMO WELFARE CHECK 3/17/2022 3:27:48 PM WC22010534 Hwy 36 Eb At Lake Elmo Ave N, LAKE ELMO TRAFFIC COMPLAINT 3/17/2022 3:46:19 PM WC22010538 Stillwater Blvd N / 31st St N, LAKE ELMO ANIMAL COMPLAINT 3/17/2022 4:43:03 PM WC22010544 Hwy 36 Eb Jwo Lake Elmo Ave N, LAKE ELMO ACCIDENT 3/17/2022 6:39:23 PM WC22010554 11XXX 39th St N, LAKE ELMO MEDICAL 3/17/2022 7:32:33 PM WC22010562 Hwy 36 Eb At Lake Elmo Ave N, LAKE ELMO DRIVING COMPLAINT 3/18/2022 6:33:12 AM WC22010602 Manning Ave N To I94 Wb Ramp, LAKE ELMO TRAFFIC STOP 3/18/2022 7:51:09 AM WC22010607 50th St N / Hilltop Ave N, LAKE ELMO ANIMAL COMPLAINT 3/18/2022 8:38:39 AM WC22010612 1XXX Ivy Ave N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 3/18/2022 6:32:38 PM WC22010701 10XXX 38th Trl N, LAKE ELMO ACCIDENT 3/18/2022 7:37:13 PM WC22010709 11XXX Lower 31st St N, LAKE ELMO ANIMAL COMPLAINT 3/18/2022 8:15:10 PM WC22010713 XXX Cimarron, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 3/18/2022 8:50:05 PM WC22010718 15th St N / Inwood Ave N, LAKE ELMO ANIMAL COMPLAINT 3/18/2022 9:03:40 PM WC22010723 8XXX Hudson Blvd N, LAKE ELMO ROBBERY 3/18/2022 9:47:32 PM WC22010727 XXX Cimarron, LAKE ELMO FAMILY ASSIST 3/18/2022 10:06:58 PM WC22010731 4XXX Lilac Pl N, LAKE ELMO FRAUD/SCAM 3/18/2022 11:30:12 PM WC22010737 34TH ST N/Iris Ave N, LAKE ELMO TRAFFIC STOP 4Pagev2.1 12/20 Incident Summary Report From:3/1/2022 12:00:00 AM To:3/31/2022 11:59:59 PM PUBLIC 3/19/2022 1:36:10 PM WC22010809 XXX Lake Elmo Ave N, LAKE ELMO PROPERTY DAMAGE 3/19/2022 2:21:14 PM WC22010813 5XXX HILLTOP , LAKE ELMO PARKING COMPLAINT 3/19/2022 2:45:23 PM WC22010815 XX Cimarron, LAKE ELMO HARASSMENT 3/19/2022 5:57:39 PM WC22010839 XXX Cimarron, LAKE ELMO DISTURBANCE 3/19/2022 6:36:51 PM WC22010846 3XXX Kelvin Ave N, LAKE ELMO MEDICAL 3/19/2022 7:49:18 PM WC22010853 11XXX 39th St N, LAKE ELMO LIFT ASSIST 3/19/2022 9:14:40 PM WC22010863 9XXX Hudson Blvd N, LAKE ELMO MEDICAL 3/20/2022 2:56:38 AM WC22010904 10XXX 33rd Street Ln N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 3/20/2022 11:27:14 AM WC22010921 1XXX Annika Dr N, LAKE ELMO WELFARE CHECK 3/20/2022 12:06:18 PM WC22010929 11XXX 39th St N, LAKE ELMO MEDICAL 3/20/2022 7:58:46 PM WC22010979 3XXX Jamaca Ave N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 3/20/2022 8:04:54 PM WC22010980 XXX Jasmine Ave N, LAKE ELMO MEDICAL 3/20/2022 11:03:37 PM WC22011004 3XXX Lisbon Ave N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 3/21/2022 12:28:51 AM WC22011012 XXX Cimarron, LAKE ELMO ASSAULT 3/21/2022 4:39:21 AM WC22011021 8XXX Hudson Blvd N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 3/21/2022 5:04:02 AM WC22011022 XXX CIMARRON, LAKE ELMO WARRANT ARREST 3/21/2022 5:17:22 AM WC22011023 11XXX 58th St N, LAKE ELMO GAS LEAK 3/21/2022 12:28:29 PM WC22011067 11XXX 56th St N, LAKE ELMO PUBLIC WORKS CONCERN 3/21/2022 2:27:22 PM WC22011082 XXX Jade Trl N, LAKE ELMO PARKING COMPLAINT 3/21/2022 4:20:33 PM WC22011097 Hwy 36 Wb At Lake Elmo Ave N, LAKE ELMO MOTORIST ASSIST 3/21/2022 5:13:30 PM WC22011103 Co Rd 14 / Stillwater Blvd N, LAKE ELMO ACCIDENT 3/21/2022 6:36:14 PM WC22011117 11XXX 14TH ST N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 3/21/2022 6:59:16 PM WC22011120 XX Cimarron, LAKE ELMO HARASSMENT 3/21/2022 7:58:58 PM WC22011122 Keats Ave N / 51st St N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 3/21/2022 9:10:58 PM WC22011128 9XXX Hudson Blvd N, LAKE ELMO DISTURBANCE 3/22/2022 6:44:25 AM WC22011173 Hwy 36 Wb Jwo Manning Ave N, LAKE ELMO ROAD HAZARD 3/22/2022 8:57:38 AM WC22011186 XXX Cimarron, LAKE ELMO CITIZEN/PUBLIC ASSIST 3/22/2022 11:07:08 AM WC22011197 51st St N / Keats Ave N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 3/22/2022 12:43:36 PM WC22011205 XX Cimarron, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 3/22/2022 1:52:02 PM WC22011210 5XXX Linden Ave N, LAKE ELMO INTERNET CRIMES 3/22/2022 3:51:21 PM WC22011224 Stillwater Blvd N / Linden Trl N, LAKE ELMO DISTURBANCE 3/22/2022 6:30:30 PM WC22011235 XXX Cimarron, LAKE ELMO THEFT 3/22/2022 8:17:50 PM WC22011243 10th St N / Lake Elmo Ave N, LAKE ELMO TRAFFIC COMPLAINT 3/22/2022 11:41:23 PM WC22011252 11XXX 34th St N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 3/23/2022 5:17:12 AM WC22011278 11XXX Hudson Blvd N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 3/23/2022 7:32:55 AM WC22011282 8XXX Eagle Point Cir N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 3/23/2022 8:10:11 AM WC22011286 8XXX 59th St N, LAKE ELMO FOLLOW UP 3/23/2022 8:27:36 AM WC22011295 9XXX 55th St N, LAKE ELMO WELFARE CHECK 3/23/2022 12:29:20 PM WC22011338 XXX Cimarron, LAKE ELMO FIRE 3/23/2022 12:56:36 PM WC22011342 XXX 6th Street Ln N, LAKE ELMO ACCIDENT 5Pagev2.1 12/20 Incident Summary Report From:3/1/2022 12:00:00 AM To:3/31/2022 11:59:59 PM PUBLIC 3/23/2022 2:11:42 PM WC22011354 8XXX Upper 9th Pl N, LAKE ELMO FRAUD/SCAM 3/23/2022 3:03:45 PM WC22011359 8XXX Upper 9th Pl N, LAKE ELMO FRAUD/SCAM 3/23/2022 4:35:52 PM WC22011379 9XXX Hudson Blvd N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 3/23/2022 5:02:52 PM WC22011384 3XXX Lake Elmo Ave N, LAKE ELMO THEFT 3/23/2022 7:47:35 PM WC22011395 2XXX Inwood Ave N, LAKE ELMO PUBLIC WORKS CONCERN 3/23/2022 10:43:33 PM WC22011411 8XXX Demontreville Trail Cir N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 3/24/2022 6:18:22 AM WC22011442 1XXX Annika Dr N, LAKE ELMO WELFARE CHECK 3/24/2022 8:16:39 AM WC22011453 8XXX 26th St N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 3/24/2022 10:01:36 AM WC22011506 10XXX 39th St N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 3/24/2022 12:07:25 PM WC22011523 XX Cimarron, LAKE ELMO ASSAULT 3/24/2022 1:11:47 PM WC22011535 XXX Lake Elmo Ave N, LAKE ELMO CIVIL MATTER/DISPUTE 3/24/2022 1:35:12 PM WC22011538 Hwy 36 Wb At Keats Ave N, LAKE ELMO TRAFFIC COMPLAINT 3/24/2022 3:29:42 PM WC22011562 XXX Manning Ave N, LAKE ELMO DRIVING COMPLAINT 3/24/2022 4:44:23 PM WC22011568 XXX Cimarron, LAKE ELMO WELFARE CHECK 3/24/2022 5:32:43 PM WC22011570 XXX Cimarron, LAKE ELMO FAMILY ASSIST 3/24/2022 6:05:21 PM WC22011574 8XXX 26th St N, LAKE ELMO FOLLOW UP 3/24/2022 6:12:52 PM WC22011576 1XXX Ivory Ave N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 3/24/2022 7:02:50 PM WC22011583 Stillwater Blvd N / Kelvin Ave N, LAKE ELMO ACCIDENT 3/25/2022 2:54:48 AM WC22011613 10XXX 38th St N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 3/25/2022 3:58:39 AM WC22011615 34th St N / Iris Ave N, LAKE ELMO TRAFFIC STOP 3/25/2022 8:19:07 AM WC22011626 Janero Ave N / 31st St N, LAKE ELMO OFFICER INFORMATION 3/25/2022 12:53:32 PM WC22011679 XXX Manning Ave N, LAKE ELMO HARASSMENT 3/25/2022 1:59:44 PM WC22011694 Inwood Ave N / 10th St N, LAKE ELMO WELFARE CHECK 3/25/2022 2:46:25 PM WC22011698 Hwy 36 Eb Jwo Keats Ave N, LAKE ELMO FIGHT 3/25/2022 3:12:21 PM WC22011700 Eagle Point Blvd / Hudson Blvd N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 3/25/2022 3:59:35 PM WC22011710 Lake Elmo Ave N / 5th St N, LAKE ELMO ROAD HAZARD 3/25/2022 4:38:07 PM WC22011719 1XXX ANNIKA DR N, LAKE ELMO WELFARE CHECK 3/25/2022 6:52:54 PM WC22011732 11XXX Stillwater Blvd N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 3/26/2022 3:52:24 AM WC22011782 Stillwater Blvd N / Kelvin Ave N, LAKE ELMO PURSUIT 3/26/2022 5:26:07 AM WC22011785 XXX Julep Ave N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 3/26/2022 5:45:29 AM WC22011786 8XXX Hudson Blvd N, LAKE ELMO NOISE COMPLAINT/DISTURBANCE 3/26/2022 9:48:54 AM WC22011802 8XXX Eagle Point Blvd, LAKE ELMO VEHICLE UNLOCK 3/26/2022 11:39:55 AM WC22011815 9XXX 7TH ST N, LAKE ELMO ANIMAL BITE 3/26/2022 12:54:22 PM WC22011821 8XXX 27th Street Ct N, LAKE ELMO WELFARE CHECK 3/26/2022 3:11:26 PM WC22011839 9XXX 7th St N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 3/26/2022 3:45:55 PM WC22011845 10XXX Tapestry Bnd, LAKE ELMO NOISE COMPLAINT/DISTURBANCE 3/26/2022 7:41:21 PM WC22011864 11XXX 10th St N, LAKE ELMO THEFT 3/26/2022 11:12:13 PM WC22011875 10XXX 33rd Street Ln N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 6Pagev2.1 12/20 Incident Summary Report From:3/1/2022 12:00:00 AM To:3/31/2022 11:59:59 PM PUBLIC 3/26/2022 11:16:42 PM WC22011874 2XXX Lake Elmo Ave N, LAKE ELMO ASSIST OTHER AGENCY 3/27/2022 1:15:11 AM WC22011886 4XXX Olson Lake Trl N, LAKE ELMO MEDICAL 3/27/2022 10:15:40 AM WC22011921 1XXX Ivory Ct N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 3/27/2022 11:22:42 AM WC22011931 XX Cimarron, LAKE ELMO VEHICLE UNLOCK 3/27/2022 4:13:49 PM WC22011949 10th St N / Inwood Ave N, LAKE ELMO MOTORIST ASSIST 3/27/2022 5:53:39 PM WC22011960 XXX KEATS AVE N, LAKE ELMO RECOVERED STOLEN 3/27/2022 6:04:51 PM WC22011962 11XXX 14th St N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 3/27/2022 6:16:47 PM WC22011963 10th St N / Lake Elmo Ave N, LAKE ELMO MOTORIST ASSIST 3/27/2022 8:47:28 PM WC22011971 8XXX 36th St N, LAKE ELMO Parking Question 3/28/2022 4:49:31 AM WC22012002 11XXX LOWER 31ST ST N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 3/28/2022 4:51:17 AM WC22012003 XX Cimarron, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 3/28/2022 6:39:29 AM WC22012004 9XXX 4TH STREET LN N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 3/28/2022 8:35:22 AM WC22012013 9XXX 55th St N, LAKE ELMO MEDICAL 3/28/2022 8:49:07 AM WC22012022 9XXX Junco Rd N, LAKE ELMO FRAUD/SCAM 3/28/2022 11:14:56 AM WC22012057 11XXX Wildflower Dr N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 3/28/2022 11:29:21 AM WC22012059 8XXX 22nd St N, LAKE ELMO CITIZEN/PUBLIC ASSIST 3/28/2022 1:56:49 PM WC22012077 8XXX Hudson Blvd N, LAKE ELMO FRAUD/SCAM 3/28/2022 4:00:30 PM WC22012092 89XXX -9098 10TH ST N, LAKE ELMO TRAFFIC STOP 3/28/2022 5:06:29 PM WC22012098 9XXX Hudson Blvd N, LAKE ELMO THEFT 3/29/2022 9:11:14 AM WC22012157 XXX Cimarron, LAKE ELMO FOLLOW UP 3/29/2022 11:52:44 AM WC22012188 XXX LAKE ELMO AVE N, LAKE ELMO CITIZEN/PUBLIC ASSIST 3/29/2022 12:12:17 PM WC22012192 9XXX 5th Street Ln N, LAKE ELMO WELFARE CHECK 3/29/2022 12:45:20 PM WC22012197 4XXX Stillwater Way N, LAKE ELMO GAS DRIVE OFF 3/29/2022 1:21:17 PM WC22012202 2XXX Legion Ave N, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 3/29/2022 2:38:52 PM WC22012206 9XXX 5th Street Ln N, LAKE ELMO WELFARE CHECK 3/29/2022 5:20:18 PM WC22012224 11XXX Stillwater Blvd N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 3/29/2022 9:09:05 PM WC22012252 11XXX 31st St N, LAKE ELMO VEHICLE UNLOCK 3/29/2022 9:24:32 PM WC22012257 4XXX Upper 42nd St N, LAKE ELMO THEFT FROM MOTOR VEHICLE 3/29/2022 10:24:43 PM WC22012262 7XXX Demontreville Trl N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 3/30/2022 6:59:14 AM WC22012296 Inwood Ave N / 15th St N, LAKE ELMO ACCIDENT 3/30/2022 7:18:38 AM WC22012300 Lake Elmo Ave N / 10th St N, LAKE ELMO ACCIDENT 3/30/2022 7:47:29 AM WC22012305 Highway 36 & MANNING AVE N, LAKE ELMO MOTORIST ASSIST 3/30/2022 8:14:15 AM WC22012313 Lake Elmo Ave N / 10th St N, LAKE ELMO VEHICLE OFF ROAD 3/30/2022 8:21:23 AM WC22012317 8XXX Demontreville Trl N, LAKE ELMO ACCIDENT 3/30/2022 8:48:16 AM WC22012320 9XXX Jane Rd N, LAKE ELMO ALARM-BUSINESS/RES/FIRE/MEDICAL/ETC 3/30/2022 8:55:53 AM WC22012321 9XXX 4TH STREET LN N, LAKE ELMO 911 ABANDONED/HANGUP/OPEN LINE 7Pagev2.1 12/20 Incident Summary Report From:3/1/2022 12:00:00 AM To:3/31/2022 11:59:59 PM PUBLIC 3/30/2022 9:30:24 AM WC22012323 9XXX 4th Street Ln N, LAKE ELMO MEDICAL 3/30/2022 9:42:14 AM WC22012335 Hwy 36 Wb Jwo Manning Ave N, LAKE ELMO ASSIST OTHER AGENCY 3/30/2022 10:36:38 AM WC22012348 9XXX 5th Street Ln N, LAKE ELMO MEDICAL 3/30/2022 10:48:08 AM WC22012355 Inwood Ave N / 21st St N, LAKE ELMO WELFARE CHECK 3/30/2022 1:02:04 PM WC22012362 Lake Elmo Ave N / 57th St N, LAKE ELMO PARKING COMPLAINT 3/30/2022 1:35:08 PM WC22012369 8XXX Upper 9th Pl, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 3/30/2022 1:35:49 PM WC22012367 3XXX Laverne Ave N, LAKE ELMO MEDICAL 3/30/2022 1:43:47 PM WC22012368 Unknown, LAKE ELMO CITIZEN/PUBLIC ASSIST 3/30/2022 1:51:12 PM WC22012370 XXX Cimarron, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 3/30/2022 3:37:27 PM WC22012384 Upper 9th Pl N / Island Trl, LAKE ELMO SUSPICIOUS PERSON/ACTIVITY 3/30/2022 8:30:41 PM WC22012419 11XXX Lower 31st St N, LAKE ELMO ANIMAL COMPLAINT 3/30/2022 9:00:49 PM WC22012422 Hwy 36 Wb At Keats Ave N, LAKE ELMO TRAFFIC STOP 3/30/2022 9:39:46 PM WC22012427 XXX 6th Street Ln N, LAKE ELMO MEDICAL 3/31/2022 2:14:10 AM WC22012446 11XXX 40th St N, LAKE ELMO CITIZEN/PUBLIC ASSIST 3/31/2022 7:34:10 AM WC22012464 8XXX Lake Jane Trl N, LAKE ELMO ACCIDENT 3/31/2022 7:47:35 AM WC22012469 Lake Elmo Ave N / Stillwater Blvd N, LAKE ELMO ACCIDENT 3/31/2022 8:38:40 AM WC22012477 40th St N / Manning Ave N, LAKE ELMO VEHICLE OFF ROAD TOTAL INCIDENTS:278 8Pagev2.1 12/20 Incident Summary Report From:3/1/2022 12:00:00 AM To:3/31/2022 11:59:59 PM PUBLIC Agcy Date Citation Number Badge Officer Name Citation Type Block Street Name Str Sfx Cross Street Name Cross St Sfx City Literal Description Statute WCSO 3/1/2022 820003206001 WC115 M. Tellez Citation 0 HWY 36 LAKE ELMO AVE N Lake Elmo MOV-Red Semaphore-Fail Stop/Stop at Line/X-Walk 169.06.5(a)(3) (i) WCSO 3/1/2022 820019206001 WC121 5 Jordan Magler Citation 0 CIMARRON Lake Elmo 609.2242.1(1) WCSO 3/3/2022 820029206202 WC128 2 M. Ramos Citation 0 STILLWATER BLVD N MANNING AVE N Lake Elmo Wireless Comm Device-Access video content, images, games, software applications 169.475.2(a) (3) WCSO 3/4/2022 820029206303 WC128 2 M. Ramos Citation 0 KEATS AVE N 10TH ST Lake Elmo Traffic - Reckless driving; Drives Consciously Disregarding a Substantial or Unjustifiable Risk MOV-Speed-Exceed 55 mph MOV-Stop Sign Violation 169.13.1(a) WCSO 3/4/2022 820029206303 WC128 2 M. Ramos Citation 0 KEATS AVE N 10TH ST Lake Elmo Traffic - Reckless driving; Drives Consciously Disregarding a Substantial or Unjustifiable Risk MOV-Speed-Exceed 55 mph MOV-Stop Sign Violation 169.14.2(a)(3) WCSO 3/4/2022 820029206303 WC128 2 M. Ramos Citation 0 KEATS AVE N 10TH ST Lake Elmo Traffic - Reckless driving; Drives Consciously Disregarding a Substantial or Unjustifiable Risk MOV-Speed-Exceed 55 mph MOV-Stop Sign Violation 169.30(b) WCSO 3/4/2022 820010206301 WC144 62 C. Kelling Citation 0 HWY 36 LAKE ELMO AVE N Lake Elmo DL-Drive After Revocation/DAR 171.24.2 WCSO 3/6/2022 820026206501 WC171 D. Ostertag Citation 0 10TH ST N LAKE ELMO AVE N Lake Elmo REG-Motor Vehicle Displaying Expired Registration REG-Motor Vehicle Displaying Expired Registration 168.09.4 Friday, April 1, 2022 2:00 AM 1 of 5 Citations for: Lake Elmo 3/1/2022 To 3/31/2022 Agcy Date Citation Number Badge Officer Name Citation Type Block Street Name Str Sfx Cross Street Name Cross St Sfx City Literal Description Statute WCSO 3/6/2022 820026206501 WC171 D. Ostertag Citation 0 10TH ST N LAKE ELMO AVE N Lake Elmo REG-Motor Vehicle Displaying Expired Registration REG-Motor Vehicle Displaying Expired Registration 168.09.4 WCSO 3/8/2022 820087206701 WC159 A. Degel Citation 0 HWY 36 LAKE ELMO AVE N Lake Elmo DL-Drive After Revocation/DAR 171.24.2 WCSO 3/8/2022 820087206702 WC159 A. Degel Citation 0 HUDSON BLVD N KEATS AVE N Lake Elmo DL-Drive After Revocation/DAR Traffic Regulation - Driver Must Carry Proof of Insurance when Operating Vehicle CRIM- OBSTRUCT LEGAL PROCESS- INTERFERE W/PEACE OFFICER 171.24.2 WCSO 3/8/2022 820087206702 WC159 A. Degel Citation 0 HUDSON BLVD N KEATS AVE N Lake Elmo DL-Drive After Revocation/DAR Traffic Regulation - Driver Must Carry Proof of Insurance when Operating Vehicle CRIM- OBSTRUCT LEGAL PROCESS- INTERFERE W/PEACE OFFICER 169.791.2(a) WCSO 3/8/2022 820087206702 WC159 A. Degel Citation 0 HUDSON BLVD N KEATS AVE N Lake Elmo DL-Drive After Revocation/DAR Traffic Regulation - Driver Must Carry Proof of Insurance when Operating Vehicle CRIM- OBSTRUCT LEGAL PROCESS- INTERFERE W/PEACE OFFICER 609.50.1(2) WCSO 3/8/2022 820087206702 WC159 A. Degel Citation 0 HUDSON BLVD N KEATS AVE N Lake Elmo DL-Drive After Revocation/DAR Traffic Regulation - Driver Must Carry Proof of Insurance when Operating Vehicle CRIM- OBSTRUCT LEGAL PROCESS- INTERFERE W/PEACE OFFICER 152.027.4(a) Friday, April 1, 2022 2:00 AM 2 of 5 Citations for: Lake Elmo 3/1/2022 To 3/31/2022 Agcy Date Citation Number Badge Officer Name Citation Type Block Street Name Str Sfx Cross Street Name Cross St Sfx City Literal Description Statute WCSO 3/8/2022 820087206702 WC159 A. Degel Citation 0 HUDSON BLVD N KEATS AVE N Lake Elmo DL-Drive After Revocation/DAR Traffic Regulation - Driver Must Carry Proof of Insurance when Operating Vehicle CRIM- OBSTRUCT LEGAL PROCESS- INTERFERE W/PEACE OFFICER 152.092(a) WCSO 3/8/2022 820026206701 WC171 D. Ostertag Citation 0 32ND ST N Lake Elmo MOV-Fail to Drive with Due Care 169.14.1 WCSO 3/8/2022 820017206701 WC133 92 J. Maloney Citation 0 STILLWATER BLVD N KEATS AVE N Lake Elmo Traffic Regulation - Driver Must Carry Proof of Insurance when Operating Vehicle REG-Expired Registration/# of Plates Reqd 169.791.2(a) WCSO 3/8/2022 820017206701 WC133 92 J. Maloney Citation 0 STILLWATER BLVD N KEATS AVE N Lake Elmo Traffic Regulation - Driver Must Carry Proof of Insurance when Operating Vehicle REG-Expired Registration/# of Plates Reqd 169.79.1 WCSO 3/9/2022 820033206801 WC140 Michael Lindholm Citation 0 INWOOD AVE N IVORY AVE N Lake Elmo 171.24.1 WCSO 3/9/2022 820033206801 WC140 Michael Lindholm Citation 0 INWOOD AVE N IVORY AVE N Lake Elmo 169.13.1(a) WCSO 3/10/2022 820004206901 WC125 3 A. Jaring Citation 0 HUDSON BLVD N Lake Elmo CRIM-THEFT-MOVEABLE PROPERTY 609.52.2(a)(1) WCSO 3/12/2022 820007207101 WC115 M. Tellez Citation 0 HWY 36 LAKE ELMO AVE N Lake Elmo MOV-Red Semaphore-Fail Stop/Stop at Line/X-Walk 169.06.5(a)(3) (i) WCSO 3/12/2022 820017207101 WC133 92 J. Maloney Citation 0 STILLWATER BLVD N KEATS AVE N Lake Elmo MOV-Speed-Exceed 55 mph 169.14.2(a)(3) WCSO 3/13/2022 820004207203 WC133 92 J. Maloney Citation 0 STILLWATER AVE E KEATS AVE N Lake Elmo MOV-Speed-Exceed 55 mph 169.14.2(a)(3) Friday, April 1, 2022 2:00 AM 3 of 5 Citations for: Lake Elmo 3/1/2022 To 3/31/2022 Agcy Date Citation Number Badge Officer Name Citation Type Block Street Name Str Sfx Cross Street Name Cross St Sfx City Literal Description Statute WCSO 3/14/2022 820017207301 WC137 45 C. Graham Citation 0 STILLWATER BLVD N 50TH ST N Lake Elmo DL-Drive After Cancellation/DAC MOV-Speed-Exceed 55 mph 171.24.3 WCSO 3/14/2022 820017207301 WC137 45 C. Graham Citation 0 STILLWATER BLVD N 50TH ST N Lake Elmo DL-Drive After Cancellation/DAC MOV-Speed-Exceed 55 mph 169.14.2(a)(3) WCSO 3/14/2022 820017207302 WC137 45 C. Graham Citation 0 INWOOD AVE N 9TH ST N Lake Elmo REG-Motor Vehicle Displaying Expired Registration 168.09.4 WCSO 3/14/2022 820004207301 WC133 92 J. Maloney Citation 0 30TH ST N VILLAGE PKWY N Lake Elmo REG-Motor Vehicle Displaying Expired Registration 168.09.4 WCSO 3/15/2022 820026207401 0 D. Ostertag Citation 0 MANNING AVE N STILLWATER BLVD N Lake Elmo MOV-Right of Way-Left Turn Yield to Oncoming 169.20.2 WCSO 3/17/2022 820033207601 WC140 Michael Lindholm Citation 0 34TH ST N IDEAL AVE N Lake Elmo 169.20.2 WCSO 3/18/2022 820033207701 WC140 Michael Lindholm Citation 0 I94 MANNING AVE N TO WB I 94 RAMP Lake Elmo 169.19.4 WCSO 3/19/2022 820087207701 WC159 A. Degel Citation 0 34TH ST N IRIS AVE N lake elmo MOV-Speed-Exceed 55 mph 169.14.2(a)(3) WCSO 3/19/2022 820046207801 WC129 9 A. Palmer Citation 0 MANNING AVE N 100TH ST N Lake Elmo DL-Drive After Suspension/DAS 171.24.1 WCSO 3/21/2022 820001208005 WC143 20 M. Yang Citation 0 CIMARRON Lake Elmo Domestic Abuse - Violate Order for Protection-Misdemeanor 518B.01.14(b) WCSO 3/23/2022 820026208201 WC171 D. Ostertag Citation 0 6th St Ln N Lake Elmo MOV-Fail to Drive with Due Care 169.14.1 WCSO 3/24/2022 820026208301 WC171 D. Ostertag Citation 0 CIMARRON Lake Elmo CRIM-ASSAULT-5TH DEGREE- INFLICT OR ATTEMPT BODILY HARM 609.224.1(2) WCSO 3/28/2022 820004208701 WC133 92 J. Maloney Citation 0 10TH ST N INWOOD AVE N Lake Elmo Traffic regulation - Failure to drive in single lane 169.18.7(1) Friday, April 1, 2022 2:00 AM 4 of 5 Citations for: Lake Elmo 3/1/2022 To 3/31/2022 Agcy Date Citation Number Badge Officer Name Citation Type Block Street Name Str Sfx Cross Street Name Cross St Sfx City Literal Description Statute WCSO 3/30/2022 820026208901 WC171 D. Ostertag Citation 0 INWOOD AVE N 15TH ST N Lake Elmo MOV-Fail to Drive with Due Care 169.14.1 WCSO 3/30/2022 820017208901 WC137 45 C. Graham Citation 0 HWY 36 KEATS AVE N Lake Elmo DL-Drive After Revocation/DAR REG-Motor Vehicle Displaying Expired Registration 171.24.2 WCSO 3/30/2022 820017208901 WC137 45 C. Graham Citation 0 HWY 36 KEATS AVE N Lake Elmo DL-Drive After Revocation/DAR REG-Motor Vehicle Displaying Expired Registration 168.09.4 WCSO 3/31/2022 820026209001 WC171 D. Ostertag Citation 0 KEATS AVE N 10TH ST N Lake Elmo MOV-Stop Sign Violation 169.30(b) Friday, April 1, 2022 2:00 AM 5 of 5 Citations for: Lake Elmo 3/1/2022 To 3/31/2022