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HomeMy Public PortalAbout02.20.2024 City Council Meeting Packet Posted 02/16/2024 Page 1 of 1 AGENDA FOR THE REGULAR MEETING OF THE MEDINA CITY COUNCIL Tuesday, February 20, 2024 7:00 P.M. Medina City Hall 2052 County Road 24 I. CALL TO ORDER II. PLEDGE OF ALLEGIANCE III. MOTION TO DELEGATE DUTIES TO PRESIDE OVER THE MEETING TO COUNCIL MEMBER ALBERS IV. ADDITIONS TO THE AGENDA V. APPROVAL OF MINUTES A. Minutes of the February 6, 2024, Regular City Council Meeting VI. COMMENTS A. From Citizens on Items Not on the Agenda B. Park Commission C. Planning Commission VII. PRESENTATION A. Officer Keith Converse Retirement 1. Resolution Recognizing Officer Keith Converse for 20 Years of Dedicated Service to the City of Medina as He Retires 2. Authorize Recruitment of the Vacant Police Officer Position VIII. NEW BUSINESS A. Wellhead Protection Plan Part 1 Public Information Meeting IX. CITY ADMINISTRATOR REPORT X. MAYOR & CITY COUNCIL REPORTS XI. APPROVAL TO PAY BILLS XII. ADJOURN Meeting Rules of Conduct to Address the City Council: • Fill out & turn in comment card • Give name and address • Indicate if representing a group • Limit remarks to 3 minutes (period may be reduced by Council) Mayor Martin will participate in the meeting virtually from the Children’s Section at the Sonoma Valley Regional Library, 755 West Napa Street, Sonoma, CA Council Member Cavanaugh will attend virtually from the lobby of the Marriott Courtyard, 4 Freedom Square, Tbilisi 0105, Georgia. 1 MEMORANDUM TO: Medina Mayor and City Council FROM: Scott Johnson, City Administrator DATE OF REPORT: February 15, 2024 DATE OF MEETING: February 20, 2024 SUBJECT: City Council Meeting Report VII. PRESENTATION A. Officer Keith Converse Retirement 1. Resolution Recognizing Officer Keith Converse for 20 Years of Dedicated Service to the City of Medina as He Retires – The resolution recognizes Officer Keith Converse for his loyal service and commitment to the City of Medina as he retires February 29, 2024. Thank you to Officer Converse for all that he has done for Medina! Recommended Motion: Move to adopt resolution recognizing Officer Keith Converse for 20 years of dedicated service to the City of Medina in the police department as he retires. 2. Authorize Recruitment of the Vacant Police Officer Position Recommended Motion: Move to authorize staff to begin the recruitment process for the vacant police officer position. VIII. NEW BUSINESS A. Wellhead Protection Plan Part 1 Public Information Meeting – The City of Medina is in the process of updating its wellhead protection plan for its drinking water supply wells. As required by the Minnesota Wellhead Protection Rule (part 4720.5330, subpart 6), the Minnesota Department of Health approved Part 1 of the wellhead protection plan for our system. This public information meeting is being held to be consistent with the wellhead plan. Barr Engineering will be on hand to present and answer any questions Council may have. No City Council action is needed on this item. XI. APPROVAL TO PAY BILLS Recommended Motion: Motion to approve the bills, order check numbers 055354- 055410 for $457,012.20, EFT 007177E-007195 for $72,254.10 and payroll EFT 0513355-0513392 for $74,615.75. Medina City Council Meeting Minutes February 6, 2024 1 DRAFT 1 2 MEDINA CITY COUNCIL MEETING MINUTES OF FEBRUARY 6, 2024 3 4 The City Council of Medina, Minnesota met in regular session on February 6, 2024 at 5 7:01 p.m. in the City Hall Chambers. Mayor Martin presided. 6 7 I. ROLL CALL 8 9 Members present: Albers, Cavanaugh (virtual), DesLauriers, Martin, and Reid. 10 11 Members absent: None. 12 13 Also present: City Administrator Scott Johnson, City Clerk Caitlyn Walker, Attorney 14 Dave Anderson, Finance Director Erin Barnhart, City Engineer Jim Stremel, City 15 Planning Director Dusty Finke, Public Works Director Steve Scherer, and Chief of Police 16 Jason Nelson. 17 18 II. PLEDGE OF ALLEGIANCE (7:01 p.m.) 19 20 III. ADDITIONS TO THE AGENDA (7:01 p.m.) 21 The agenda was approved as presented. 22 23 IV. APPROVAL OF MINUTES (7:02 p.m.) 24 25 A. Approval of the January 16, 2024 Work Session City Council Meeting 26 Minutes 27 Martin noted that a minor revision was circulated earlier this week for incorporation. 28 29 Moved by Martin, seconded by Reid, to approve the January 16, 2024 work session City 30 Council meeting minutes as amended. 31 32 A roll call vote was performed: 33 34 Cavanaugh aye 35 DesLauriers aye 36 Reid aye 37 Martin aye 38 Albers aye 39 40 Motion passed unanimously. 41 42 B. Approval of the January 16, 2024 Regular City Council Meeting Minutes 43 Albers noted on page five, line 21, it should state, “…noted that automation of the forms 44 and requests on the website will benefit the City and assist with automation.” 45 46 Moved by Martin, seconded by Reid, to approve the January 16, 2024 regular City 47 Council meeting minutes as amended. 48 49 A roll call vote was performed: 50 51 Medina City Council Meeting Minutes February 6, 2024 2 Cavanaugh aye 1 Reid aye 2 DesLauriers aye 3 Albers aye 4 Martin aye 5 6 Motion passed unanimously. 7 8 V. CONSENT AGENDA (7:03 p.m.) 9 10 A. Approve Consumption and Display Permit Renewal for American Legion 11 Post 394 12 B. Approve Encroachment Agreement with Jan-Har LLP for Property Located 13 at 2900 Eagle Bluff Circle 14 C. Approve City of Medina Multi-Year Strategic Plan as of January 1, 2024 15 Moved by Albers, seconded by Reid, to approve the consent agenda. 16 17 A roll call vote was performed: 18 19 Albers aye 20 Martin aye 21 DesLauriers aye 22 Reid aye 23 Cavanaugh aye 24 25 Motion passed unanimously. 26 27 VI. COMMENTS (7:04 p.m.) 28 29 A. Comments from Citizens on Items not on the Agenda 30 There were none. 31 32 B. Park Commission 33 Park Commissioner Sharp provided an update on the most recent meeting of the Park 34 Commission. 35 36 Martin recognized the efforts of the Commission and Commissioner Sharp in the parks. 37 38 Albers commented that the meeting was well run, and he looks forward to being the Park 39 Commission Liaison this year. 40 41 VII. PRESENTATIONS (7:07p.m.) 42 43 A. Maple Plain Fire Chief Rick Denneson 44 Maple Plain Fire Chief Denneson introduced himself as he is new to the Chief position. 45 He stated that he has been in the fire department for 38 years in a variety of roles and is 46 excited to serve in the Chief position. He encouraged the Council to reach out with any 47 questions, comments or concerns that may arise. 48 49 DesLauriers asked the average number of calls received for Medina annually. 50 51 Medina City Council Meeting Minutes February 6, 2024 3 Denneson stated that while he does not have the exact number, the higher percentage 1 of calls in Medina are mutual aid calls from the West Suburban Fire District. He stated 2 that he will bring that information to the annual report presentation. 3 4 DesLauriers recalled a ladder truck refurbishment that was mentioned in the past as a 5 need and asked if that has occurred or whether that is still needed. 6 7 Denneson replied that the department has had some refurbishment completed and 8 estimated that there would be another seven years for the lifespan of that fire truck. He 9 stated that the truck and ladder still pass annual inspections and continues to be a great 10 asset. 11 12 Martin stated that it had previously been difficult to receive budget numbers for the 13 department and asked if there is a sense that the budgeting process has been improved 14 with more isolated costs for the Fire Department. 15 16 Denneson commented that the new City Administrator has been wonderful to work with 17 during this transition and the City is moving towards using Abdo for its budgeting 18 process, which will be a benefit. He believed that the new system would be much easier 19 to work with in the future. 20 21 Martin asked if there are still conversations between Maple Plain, Maple Grove, and the 22 West Suburban Fire District towards merging departments and services. 23 24 Denneson replied that Maple Grove has not been involved. He confirmed that Maple 25 Plain, Independence and the West Suburban Fire District continue conversations. He 26 believed that those discussions are important and would provide benefit to the 27 communities served. 28 29 Martin commented that the Medina Council has embraced the idea of consolidation of 30 fire services. 31 32 Albers and the Council congratulated Denneson on his new position. 33 34 VI. COMMENTS (Continued) (7:16 p.m.) 35 36 C. Planning Commission 37 Finke reported that the Planning Commission will meet the following week to hold two 38 public hearings to consider an amendment to the Meander Park and Boardwalk PUD 39 and to consider a rezoning of the property located at 4612 CR 116. 40 41 DesLauriers commented that he would like to see comparison information for the 42 requested building height to ensure consistency with what has been allowed thus far. 43 44 VIII. OLD BUSINESS 45 46 A. Hamel Townhomes Extension (7:19 p.m.) 47 Johnson stated that the applicant has requested an extension of time to record the plat 48 to August 16, 2024. He stated that this is a two-acre site located at 342 Hamel Road. 49 He noted that DesLauriers will be recusing himself from this item. 50 51 Medina City Council Meeting Minutes February 6, 2024 4 Finke stated that the subdivision ordinance includes language related to the length of 1 time for which approvals are good. He stated that an extension is a fairly common 2 request, noting that this extension would be at about the two-year mark. 3 4 Albers asked the reasoning behind the requested date, rather than extending it for an 5 additional 12 months. 6 7 Finke replied that the ordinance language suggests that an extension should not be 8 granted for more than six months at a time. 9 10 1. Resolution Granting Extension of Time to Record Hamel 11 Townhomes Final Plat 12 Moved by Albers, seconded by Reid, to adopt Resolution Granting Extension of Time to 13 Record Hamel Townhomes Final Plat, Amending Resolution 2022-64. 14 15 A roll call vote was performed: 16 17 Cavanaugh aye 18 Reid aye 19 Martin aye 20 Albers aye 21 22 Motion passed unanimously. 23 24 DesLauriers rejoined the Council. 25 26 IX. NEW BUSINESS 27 28 A. Reiser-Hauser Lot Line Rearrangement (7:22 p.m.) 29 Johnson stated that this is a lot line rearrangement request between the properties at 30 1622 and 1642 Dusty Drive. He noted that the result would be a net benefit to the 31 properties and therefore is recommended for approval. 32 33 Finke identified the two properties on Dusty Drive and noted that this rearrangement 34 would place the septic back into the lot it serves, as it currently exists within an 35 easement. He stated that this change would also increase the size of the smaller of the 36 two lots. He stated that staff recommends approval as presented. 37 38 DesLauriers asked if this was reviewed by the Planning Commission. 39 40 Finke replied that lot line rearrangements are not reviewed by the Planning Commission. 41 42 1. Resolution Approving Lot Line Rearrangement Between 1622 Dusty 43 Drive and 1642 Dusty Drive 44 Moved by DesLauriers, seconded by Reid, to adopt Resolution Approving a Lot Line 45 Arrangement as described in the staff report. 46 47 A roll call vote was performed: 48 49 Albers aye 50 Martin aye 51 Medina City Council Meeting Minutes February 6, 2024 5 DesLauriers aye 1 Reid aye 2 Cavanaugh aye 3 4 Motion passed unanimously. 5 6 B. West Suburban Fire District for Air Pack Funding/Donations (7:25 p.m.) 7 Johnson provided details on the air pack request which is not included in the 2024 8 budget. He provided details on potential equipment sales that could be used towards 9 that purchase and the remaining balance owed. 10 11 Nelson stated that he reached out to the Fire Chief in an attempt to provide additional 12 background but did not yet receive additional information. He confirmed the initial cost 13 that was reported on January 25th and the potential reimbursement from the sale of the 14 older air packs. He commented that the new equipment is needed, although it was not 15 budgeted for. He stated that the Fire Chief did state he had funds that could cover these 16 costs, but also mentioned a request for donations. He stated that he would recommend 17 waiting until this is done to determine whether funds should be contributed and where 18 those funds could come from. 19 20 DesLauriers commented that the air packs from Hamel were five years old and while 21 there is an issue with compatibility, that only occurs when the two models are used 22 together. He stated that Medina already contributes and therefore would not be in favor 23 of providing additional funds. 24 25 Martin commented that there is an enhanced department with more firefighters and 26 agreed that all firefighters should be adequately outfitted with gear, but that gear was 27 already purchased by Medina. She agreed that the funds should come from the already 28 allocated budget of the Fire Department. 29 30 Albers commented that he was surprised this was not discovered earlier in the merger 31 process if this was an issue. 32 33 Nelson commented that it could have been identified during that process, but it was just 34 brought to the attention of the City at the recent meeting. 35 36 Albers asked the lifespan of an air pack. 37 38 DesLauriers commented that the air packs are rarely used because there are not many 39 fires each year where the equipment is needed. 40 41 X. CITY ADMINISTRATOR REPORT (7:31 p.m.) 42 Johnson had nothing further to report. 43 44 XI. MAYOR & CITY COUNCIL REPORTS (7:31 p.m.) 45 DesLauriers commented that he and Albers will be attending the fire taxing district 46 meeting the following morning. 47 48 XII. APPROVAL TO PAY THE BILLS (7:32 p.m.) 49 Medina City Council Meeting Minutes February 6, 2024 6 Moved by Martin, seconded by DesLauriers, to approve the bills, order check numbers 1 055274-055353 for $633,948.37, EFT 007152E-007176E for $954,734.60, and payroll 2 EFT 0513293-0513354 for $146,391.51. 3 4 A roll call vote was performed: 5 6 Cavanaugh aye 7 Reid aye 8 DesLauriers aye 9 Martin aye 10 Albers aye 11 12 Motion passed unanimously. 13 14 XIII. CLOSED SESSION: CITY ADMINISTRATOR QUARTERLY PERFORMANCE 15 REVIEW PURSUANT TO MINN, STAT, 13D.05, SUBD. 3(a) 16 Moved by Martin, seconded by Albers, to adjourn the meeting to closed session at 7:32 17 p.m. pursuant to Minn. Stat. 13D.05, subd. 3(a). 18 19 A roll call vote was performed: 20 21 Cavanaugh aye 22 Reid aye 23 DesLauriers aye 24 Martin aye 25 Albers aye 26 27 Motion passed unanimously. 28 29 The meeting returned to open session at 8 p.m. Martin commented the Council held a 30 Closed Session where it concluded a quarterly satisfactory review of the City 31 Administrator. 32 33 XIV. ADJOURN 34 Moved by DesLauriers, seconded by Albers, to adjourn the meeting at 8:03 p.m. 35 36 A roll call vote was performed: 37 38 Cavanaugh aye 39 Reid aye 40 DesLauriers aye 41 Martin aye 42 Albers aye 43 44 Motion passed unanimously. 45 46 __________________________________ 47 Kathleen Martin, Mayor 48 Attest: 49 ____________________________________ 50 Caitlyn Walker, City Clerk 51 Resolution No. 2024-XX February 20, 2024 Member introduced the following resolution and moved its adoption: CITY OF MEDINA RESOLUTION NO. 2024-XX RECOGNIZING POLICE OFFICER KEITH CONVERSE FOR TWENTY YEARS OF SERVICE TO THE CITY OF MEDINA AS HE RETIRES WHEREAS, Keith Converse has been a valued, full-time City of Medina employee in the Police Department since December 1, 2003; and WHEREAS, Keith serves as the juvenile resource officer; and WHEREAS, Keith became the City’s first DARE officer in 2007; and WHEREAS, Keith has demonstrated great public relations skills by reading for children at different locations, conducting safety talks at Delano Elementary School, and assisting the fire departments with open houses; and WHEREAS, Keith has been trained and certified as a crisis intervention officer through the Minnesota Bureau of Criminal Apprehension; and WHEREAS, Keith has already received two lifesaving awards: one in 2014 and another in 2016, each for saving a life through performing CPR; and WHERERAS, Keith received a letter of commendation in 2018 for going above and beyond the call of duty when dealing with a lost child who was unable to communicate. Keith spent hours searching for the child’s parents, finally finding them seven miles away; and WHERERAS, Keith is a dependable and experienced patrol officer for the Medina Police Department, always willing to assist in any situation; and WHERERAS, Keith remains one of the agency’s top traffic enforcers; and WHEREAS, Keith has received many letters of appreciation from the public throughout the years; and WHEREAS, Keith has been a great asset to the Police Department for 20 years and is always willing to go above and beyond without hesitation; and WHEREAS, the City of Medina expresses sincere gratitude for Keith’s dedication and service to the Medina community. Agenda Item #7A Resolution No. 2024-XX February 20, 2024 2 NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Medina acknowledges and thanks Keith Converse for twenty years of service to the community and wishes him the best of luck with his retirement. Dated: ________________. ______________________________ Kathleen Martin, Mayor Attest: _______________________________ Caitlyn Walker, City Clerk The motion for the adoption of the foregoing resolution was duly seconded by member and upon vote being taken thereon, the following voted in favor thereof: and the following voted against same: Whereupon said resolution was declared duly passed and adopted. 1 TO: Medina Mayor and Members of the City Council FROM: Steve Scherer, Public Works Director DATE: February 14, 2024 MEETING: February 20, 2024 SUBJECT: Wellhead Protection Plan – Part 1 Background The goal of the Wellhead Protection Plan is to prevent human-caused contaminants from entering the water supply wells and to protect all who use the water supply from adverse health effects associated with groundwater contamination. The City of Medina is in the process of updating its wellhead protection plan for its drinking water supply wells. As required by the Minnesota Wellhead Protection Rule (part 4720.5330, subpart 6), the Minnesota Department of Health approved Part 1 of the wellhead protection plan for our system. This portion of the plan includes information pertaining to: 1. The delineation of the wellhead protection area, 2. The drinking water supply management area boundary, and 3. The well and drinking water supply management area vulnerability assessment. Included in your packet is the complete copy of the wellhead protection plan where you’ll find the Aquifer Vulnerability and ERA (Emergency Response Area), WHPA (Wellhead Protection Areas) and DWSMA (Drinking Water Supply Management Areas) maps for Independence, Hamel, and Morningside. This public information meeting is being held to be consistent with the wellhead plan. Barr Engineering will be on hand to present and answer any questions Council may have. Attachments • Wellhead Protection Plan - Part 1 MEMORANDUM Agenda Item #8A 4300 MarketPointe Drive, Suite 200 Minneapolis, MN 55435 Phone: 952.832.2600 Fax: 952.832.2601 COPY: City of Medina Wellhead Protection Plan Amendment Part I: Delineation of the Wellhead Protection Area (WHPA), Drinking Water Supply Management Area (DWSMA), and Assessments of Well and DWSMA Vulnerability Prepared for City of Medina (Under contract with WSB & Associates, Inc.) December 2023 P:\Mpls\23 MN\27\23271961 Medina Part 1 WHPP Amdmt\WorkFiles\Report\Medina Part I WHPP Amendment_Final.docx i City of Medina Wellhead Protection Plan Amendment – Part December 2023 Contents 1.0 Introduction ........................................................................................................................................................................... 1 2.0 Criteria for Wellhead Protection Area Delineation ................................................................................................. 2 2.1 Time of Travel ................................................................................................................................................................... 2 2.2 Aquifer Transmissivity ................................................................................................................................................... 2 2.3 Daily Volume of Water Pumped ............................................................................................................................... 2 2.4 Conceptual Hydrogeologic Model .......................................................................................................................... 3 2.4.1 Regional Geology ...................................................................................................................................................... 3 2.4.2 Flow Boundaries ......................................................................................................................................................... 4 2.5 Model Description .......................................................................................................................................................... 4 2.5.1 Base Model .................................................................................................................................................................. 4 2.5.2 Model Modifications and Updates ..................................................................................................................... 5 2.6 Groundwater Flow Field ............................................................................................................................................... 6 3.0 Delineation of the Wellhead Protection Area ........................................................................................................... 7 3.1 Porous Media Flow Evaluation .................................................................................................................................. 7 3.1.1 Sensitivity Analysis .................................................................................................................................................... 7 3.2 Fracture Flow .................................................................................................................................................................... 7 3.3 WHPA and ERA Delineations ..................................................................................................................................... 8 3.4 Conjunctive Delineation ............................................................................................................................................... 8 4.0 Delineation of the Drinking Water Supply Management Areas ....................................................................... 9 5.0 Well Vulnerability Assessment ......................................................................................................................................10 6.0 Drinking Water Supply Management Area Vulnerability Assessment .........................................................11 7.0 Recommendations ............................................................................................................................................................13 8.0 Supporting Data Files .......................................................................................................................................................14 9.0 References ............................................................................................................................................................................15 ii List of Tables Table 1 Assessment of Data Elements Table 2 Well Summary Table 3 Annual and Projected Pumping Rates for Orono Wells Table 4 Precipitation Data Table 5 Water Quality List of Figures Figure 1 Well Locations Figure 2 Surficial Geology and Cross Section Locations Figure 3 Bedrock Geology and Cross Section Locations Figure 4 Geologic Cross Section A-A’ Figure 5 Geologic Cross Section B-B’ Figure 6 Modeled Groundwater Contours in Quaternary Layer 1 Figure 7 Modeled Groundwater Contours in Quaternary Layer 3 Figure 8 Modeled Groundwater Contours in Quaternary Layer 5 Figure 9 Modeled Groundwater Contours in Jordan Sandstone Figure 10 Modeled Groundwater Contours in Tunnel City-Wonewoc Figure 11 Modeled Groundwater Contours in Mt. Simon Figure 12 Porous Media Capture Zone, Independence Wellfield Figure 13 Porous Media Capture Zone, Hamel Wellfield Figure 14 Porous Media Capture Zone, Morningside Wellfield Figure 15 WHPA, ERA, and DWSMA, Independence Wellfield Figure 16 WHPA, ERA, and DWSMA, Hamel Wellfield Figure 17 WHPA, ERA, and DWSMA, Morningside Wellfield Figure 18 Aquifer Vulnerability List of Appendices Appendix A Well Construction Records Appendix B Aquifer Test Data and Analysis Appendix C Groundwater Model Details Appendix D MDH Well Vulnerability Assessments Appendix E Aquifer Vulnerability Supporting Information Appendix F Groundwater Model Files and GIS Shapefiles iii Certifications I hereby certify that this plan, document, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Geologist under the laws of the state of Minnesota. John C. Greer PG #: 30347 Date December 6, 2023 iv Public Water Supply Profile The following persons are the contacts for the Medina Wellhead Protection Plan: Public Water Supply Contact Steve Scherer Public Works Director 2052 County Road 24 Medina, Minnesota 55340 Telephone: 763-473-8842 Email: steve.scherer@medinamn.gov Wellhead Protection Manager Steve Scherer Public Works Director 2052 County Road 24 Medina, Minnesota 55340 Telephone: 763-473-8842 Email: steve.scherer@medinamn.gov Wellhead Protection Consultant John Greer, PG Barr Engineering Company 4300 MarketPointe Drive, Suite 200 Minneapolis, Minnesota 55435 Telephone: 952-832-2600 email: JGreer@barr.com General Information UNIQUE WELL NUMBER(S): 100219 (E), 122239, 208009, 223378, 448765, 520048, 709925, 747666, 759809, 814752 SIZE OF POPULATION SERVED 6,840 (2020 Census Estimate) COUNTY Hennepin 1 1.0 Introduction In compliance with the Minnesota Wellhead Protection Rules (MN Rules 4720.5100 through 4720.5590), wellhead protection areas (WHPAs) and Drinking Water Supply Management Areas (DWSMAs) were delineated for the City of Medina in 2010 (MDH, 2010). Minnesota Rule 4720.5570 states that wellhead protection plans (WHPPs) must be reviewed and amended at least every ten years. This Part 1 WHPP was prepared for the City of Medina under contract with WSB & Associates, Inc. As required by Minnesota Rule 4720.5570, new WHPAs and new DWSMAs have been delineated for the City of Medina. This report summarizes work completed to update the delineation of the Medina WHPAs and DWSMAs in compliance with the Minnesota Wellhead Protection Rules and to meet the current MDH requirements. Data elements used in preparation of the report are presented in Table 1. The City of Medina currently has nine primary municipal water supply wells. Well Independence 2 (unique number 448765), Well Hamel 8 (unique number 814752), Well Morningside 1 (unique number 208009), Well Morningside 2 (unique number 223378) are completed in the Quaternary Buried Artesian aquifer. Well Hamel 3 (unique number 122239) is completed in the Tunnel City-Wonewoc aquifer. Well Hamel 4 (unique number 520048) is completed in the Mt. Simon aquifer. Well Hamel 5 (unique number 709925) is completed in the Quaternary Buried Unconfined aquifer. Well Hamel 6 (unique number 747666) and Well Hamel 7 (unique number 759809) are completed in the Jordan Sandstone. Well locations are shown on Figure 1. Table 2 summarizes construction, use, and vulnerability information for the Medina water supply wells. Well logs for the City’s wells are presented in Appendix A. 2 2.0 Criteria for Wellhead Protection Area Delineation The following criteria were used to ensure accurate delineation of the WHPAs. 2.1 Time of Travel A minimum 10-year groundwater time of travel criterion must be used to delineate a WHPA (MN Rule 4720.5510) so there is sufficient reaction time to remediate potential health impacts in the event of contamination of the aquifer. A groundwater time of travel of ten years was considered in this study. As required by the Wellhead Protection Rules, the one-year groundwater time of travel was also determined for each well addressed in this study. 2.2 Aquifer Transmissivity For this study, transmissivity of the Quaternary buried unconfined aquifer was estimated from a 24-hour pumping test at Hamel 5. Transmissivities of the Quaternary buried artesian aquifers near the Independence and Morningside wellfields were estimated from specific capacity information at Independence 1 and Morningside 2, respectively. Transmissivity of the Jordan Sandstone aquifer was estimated from 24-hour pumping tests at Hamel 6 and Hamel 7. Transmissivity of the Tunnel City Group and Wonewoc Sandstone aquifers was estimated from specific capacity test at Hamel 3. Transmissivity of the Mt. Simon aquifer was estimated from specific capacity test at Hamel 4. Summaries of the aquifer tests are included in Appendix B. See Section 2.5 below for details regarding how these transmissivities were incorporated into the groundwater flow model. Analysis of the pumping test for the Quaternary buried unconfined aquifer near Hamel 5 estimated a representative transmissivity of 15,210 ft2/day (1,413 m2/day). Analysis of the specific capacity test for the Quaternary buried artesian aquifer estimated a representative transmissivity of 23,430 ft2/day (2,176 m2/day). Analysis of the pumping test data at Hamel 6 and Hamel 7 estimated a representative transmissivity of 2,428 ft2/day (226 m2/day) for the Jordan Sandstone. Analysis of the specific capacity data at Hamel 3 estimated a representative transmissivity of 723 ft2/day (67 m2/day) for the Tunnel City Group and Wonewoc aquifers. Because these aquifers are represented by separate layers in the groundwater model, this transmissivity must be apportioned between the two units. The hydraulic conductivities of the aquifers were assumed to be the same, so the transmissivities were scaled by aquifer thickness at Hamel 3. The representative transmissivity of the Tunnel City Group was estimated as 523 ft2/day (48.6 m2/day) and the representative transmissivity for the Wonewoc Sandstone was estimated as 200 ft2/day (18.6 m2/day). Analysis of the specific capacity data at Hamel 4 estimated a representative transmissivity of 4,605 ft2/day (428 m2/day) for the Mt. Simon Sandstone aquifer. 2.3 Daily Volume of Water Pumped Pumping data for the City of Medina for the period 2018 through 2022 are summarized in Table 3. The largest annual withdrawal for 2018-2022 was 70.397 million gallons at Well 8 in 2020. The City of Medina 3 Comprehensive Water Supply Plan (WSB, 2018) projected the City’s 2030 maximum daily water use to be 0.893 million gallons per day (MGD) or 325,275,250 gallons per year. A 2027 average daily demand of 0.81 MGD (295,055,000 gallons per year) was interpolated from the 2022 records and 2030 projections. Projected 2027 pumping rates for each well were calculated by multiplying the total 2027 projected demand by the 2018-2022 average percentage of total withdrawal for each well. The pumping rate used in the model for each Medina well for the WHPA delineation was either this 2027 projection or the historical maximum for the period 2018-2022, whichever was greater. The 2027 projections were less than the 2017-2012 maxima for Hamel 5, Hamel 7, and Morningside 1. Table 3 summarizes the pumping rates used in the model for delineation of the WHPAs. 2.4 Conceptual Hydrogeologic Model The regional hydrogeologic conceptual model is presented in Metropolitan Council (2014). Additional geological information is included below, along with discussion of groundwater flow boundaries and flow directions specific to the Medina area. 2.4.1 Regional Geology A surficial geology map derived from the Hennepin County geologic atlas (Steenberg et al., 2018) is shown on Figure 2. A bedrock map derived from the Hennepin County geologic atlas (Steenberg et al., 2018) is shown on Figure 3. Locations of two geologic cross sections through the study area are also shown on Figure 3. Geologic cross section A-A’ (Figure 4) is a west to east cross section that intersects the Independence and Hamel wellfields. West to east cross section B-B’ (Figure 5) intersects Morningside wellfield. The hydrostratigraphic units of importance for this study are described in more detail below. Mt. Simon Sandstone The middle Cambrian-aged Mt. Simon Sandstone consists of medium- to coarse-grained quartzose sandstone with interbeds of shale, siltstone, and very fine-grained feldspathic sandstone (Steenberg et al., 2018). The Mt. Simon Sandstone ranges from approximately 140 feet thick in the west to an estimated maximum of 280 feet thick in the southeastern part of Hennepin County. Wonewoc Sandstone The middle Cambrian-aged Wonewoc Sandstone is composed of fine- to coarse-grained, moderately to well-sorted quartzose sandstone (Steenberg et al., 2018). Within Hennepin County, the Wonewoc Sandstone is approximately 45 feet to 75 feet thick. Tunnel City Group The late Cambrian-aged Tunnel City Group is divided into the upper Mazomanie Formation and lower Lone Rock Formation. The Lone Rock Formation is a very fine- to fine-grained glauconitic, feldspathic sandstone and siltstone with thin shale partings (Steenberg et al., 2018). The Mazomanie Formation is up to 50 feet thick in northern Hennepin County, but thins southward. 4 Jordan Sandstone The Cambrian-aged Jordan Sandstone consists of two interlayered facies: a medium- to coarse-grained, friable, quartz sandstone and a very fine-grained, feldspathic sandstone with lenses of siltstone and shale (Mossler, 2013). Where it is not eroded the Jordan Sandstone is typically 80 to 90 feet thick (Steenberg et al., 2018). Quaternary Glacial Drift The Quaternary-aged sediments that overlie the bedrock in Medina vary in thickness from approximately 130 feet thick where the St. Peter Sandstone is the uppermost bedrock to 400+ feet thick where the St. Lawrence Formation is the uppermost bedrock (Steenberg et al., 2018). As shown on Figure 4 and Figure 5, the Quaternary sediments are primarily composed of glacial till, especially within the uppermost 50-150 feet. The deeper sediments have more sand and gravel with discontinuous sequences of till composed mainly of clay. 2.4.2 Flow Boundaries The Minnesota River to the southeast of Medina is a regional groundwater flow boundary. Numerous lakes in the Medina area are likely hydraulically connected to the water-table aquifer but not the buried Quaternary or bedrock aquifers. As shown on Figure 3, several faults are present in and near Medina. The degree to which the faults affect local groundwater flow directions is unknown. 2.5 Model Description To accurately delineate the WHPAs, it is necessary to assess how nearby wells, rivers, lakes, and variations in geologic conditions affect groundwater flow directions and velocities in the aquifer. A groundwater model constructed using the finite difference code MODFLOW 6 (Langevin et al., 2017; Langevin et al., 2021) was used for this study to simulate groundwater flow in the hydrostratigraphic units from the Quaternary aquifer down to the Mt. Simon Sandstone. MODFLOW 6 is public domain software that is available at no cost from the United States Geological Survey. The pre- and post-processor Groundwater Vistas (version 8) (Environmental Simulations, Inc., 2020) was used to create the model data files and evaluate the model results. 2.5.1 Base Model Since the previous Medina Wellhead Protection Plan was prepared, the Twin Cities Metropolitan Area Regional Groundwater Flow Model, Version 3.0 (Metropolitan Council, 2014) was developed by Barr Engineering for the Metropolitan Council. This regional model includes Medina and, per discussions at the Pre-Delineation Meeting (MDH, 2022), a MODFLOW 6 version of Metro Model 3 was used as the base model for the new Medina WHPA delineations. MODFLOW 6 does not have functionality to represent quasi-3D confining layers, so the 9 layers of Metro Model 3 were translated to 15 layers in the MODFLOW 6 version. Metro Model 3 is divided into 9 layers to represent the major hydrostratigraphic units in the Twin Cities Metropolitan Area. In Medina, the model layers represent the following (ordered from youngest to oldest; i.e., shallowest to deepest): 5 • Layer 1: Quaternary glacial drift • Layer 2: vertical flow-through near Medina; Platteville/Glenwood confining unit (where present) • Layer 3: St. Peter Sandstone or Quaternary glacial drift (where present) • Layer 4: basal St. Peter confining unit (where present) • Layer 5: Prairie du Chien Group (where present) or Quaternary glacial drift (where present) • Layer 6: vertical flow-through near Medina; Prairie du Chien confining unit (where present) • Layer 7: Jordan Sandstone or Quaternary glacial drift (where present) • Layer 8: vertical flow-through near Medina; basal Jordan confining unit (where present) • Layer 9: St. Lawrence Formation or Quaternary glacial drift (where present) • Layer 10: vertical flow-through near Medina; St. Lawrence confining unit (where present) • Layer 11: Tunnel City Group or Quaternary glacial drift (where present) • Layer 12: vertical flow-through near Medina; Tunnel City confining unit (where present) • Layer 13: Wonewoc Sandstone • Layer 14: Eau Claire Formation • Layer 15: Mt. Simon Sandstone Major rivers near Medina (i.e., the Minnesota River) as well as lakes (e.g., Independence Lake, Lake Minnetonka) in the area are simulated using the River Package within MODFLOW 6. Baseflow measurements for rivers and streams in the area were used during calibration of Metro Model 3. Recharge for the groundwater flow model was determined using the SWB recharge model (Westenbroek et al., 2010) for the Twin Cities metropolitan area as described in Metropolitan Council (2012). Monthly precipitation data for Medina for the past five years are included in Table 4. Modifications made to Metro Model 3 for the Medina WHPA delineations are discussed in the following section. 2.5.2 Model Modifications and Updates The following modifications and updates were made to the base model: • A smaller sub-model was constructed within the full Metro Model 3 and connected to the full Metro Model 3 using the MODFLOW 6 Exchange Package. The boundaries of this model are approximately 2 to 7 miles from Medina’s well fields in all directions. A map of the sub-model domain is shown on Figure C1 in Appendix C. The sub-model will be referred to as “the model” hereafter in this report. • The model grid was refined from the 500-m square cells in the far field of the base model down to 7.81-m square cells in the vicinity of the Medina wells. • Once the grid was refined, the extents of the River boundary cells representing lakes in Layer 1 were revised using available GIS data (MnDNR, 2002) as a guide. Because the bed conductance parameter for a River cell is proportional to the cell area, revised bed conductance values were calculated by scaling the bed conductance values from the base model by the ratio of the refined cell area to the original (i.e., Metro Model 3 500-m by 500-m) cell area. 6 • The Minnesota Geological Survey published a new geologic atlas for Hennepin County in 2018. Bedrock unit extents and elevations were updated within the model to incorporate mapping revisions and unit offsets along fault zones. • Horizontal hydraulic conductivity values (Kx) were updated so that model layer transmissivities in the vicinity of the Medina wells match aquifer test transmissivities (Section 2.2; Appendix B) as described below. Table C2 in Appendix C summarizes the effective hydraulic conductivity values used in the model to match the aquifer test transmissivities. • The pumping rates for the City’s wells were changed to the model input rates shown in Table 3. • Pumping rates for 61 high-capacity wells within the model were updated to use 2017-2021 averages. A list of these wells is included as Table C3 in Appendix C. MODFLOW files for the updated model are included in Appendix G. 2.6 Groundwater Flow Field The groundwater flow field used for delineation of the WHPAs was determined by the groundwater flow model; modeled contours for the Quaternary aquifers (Layer 1, 3 and 5), Jordan Sandstone, Tunnel City- Wonewoc, and Mt. Simon are shown on Figure 6, Figure 7, Figure 8, Figure 9, Figure 10, and Figure 11, respectively. In general, Figure 6, Figure 7, and Figure 8 show southeasterly groundwater flow directions toward the Minnesota River with local-scale variability. This variability along with localized and regional flow directions are consistent with published groundwater contour mapping of buried Quaternary units (Berg, 2021). Figure 9, Figure 10, and Figure 11 show southeasterly flow directions toward the Minnesota River, consistent with published groundwater contour mapping of the Prairie du Chien-Jordan, Tunnel City, and Mt. Simon aquifers, respectively (Berg, 2021). 7 3.0 Delineation of the Wellhead Protection Area Delineation of the WHPA for the Medina wells involved the evaluation of porous media flow and fracture flow as described below. 3.1 Porous Media Flow Evaluation The groundwater flow model discussed above in Section 2.5 was used to simulate the groundwater flow field in the vicinity of Medina. The porous media capture zones for the Medina wells were delineated using the software program MODPATH (Version 7; Pollock, 2017; Pollock, 2016) with the modeled groundwater flow field. A minimum of 150 particles were tracked from each well. The particles were released from five vertical points in each layer along the open interval of each well. These particles were tracked backwards in time for both one and ten years. In plan view, the areas encompassed by the particle traces were then outlined as the 1-year and 10-year porous media time of travel zones for the well field. Porosity values used for the porous media flow evaluation were as follows (Norvitch et al., 1974; Schwartz and Zhang, 2003): • Quaternary Glacial Drift = 0.25 • St. Peter Sandstone = 0.2 • Prairie du Chien Group = 0.056 • Jordan Sandstone = 0.2 • St. Lawrence Formation = 0.2 • Tunnel City = 0.2 • Wonewoc = 0.2 • Eau Claire Formation = 0.01 • Mt. Simon = 0.2 3.1.1 Sensitivity Analysis A sensitivity analysis was performed to test the sensitivity of the model results to varying hydraulic conductivity in the buried Quaternary glacial drift (unconfined and artesian), Jordan Sandstone, Tunnel City, Wonewoc, and Mt. Simon aquifers. The minimum and maximum hydraulic conductivity estimates from specific capacity testing of the Quaternary buried artesian aquifer were used as the upper and lower bounds for sensitivity analysis. The upper and lower bounds on the remaining units’ hydraulic conductivity were calculated as ±50% of the base values listed above in Section 2.5. The ratio of horizontal to vertical hydraulic conductivity used in the base model run was preserved for each sensitivity run. Table C2 in Appendix C summarizes the sensitivity analysis bounds. Particle traces from all simulations were used to delineate the 1-year and 10-year porous media capture zones for each well. These capture zones are shown on Figure 12, Figure 13, Figure 14 for Medina’s Independence, Hamel, and Morningside wellfields, respectively. 3.2 Fracture Flow Fracture flow delineation is not required for any of the Medina wells. 8 3.3 WHPA and ERA Delineations The WHPAs for the Independence, Hamel, and Morningside wellfields were delineated as the composite 10-year porous media capture zones. The Emergency Response Area (ERA) is delineated as the composite 1-year porous media. The WHPAs and ERAs are shown on Figure 15, Figure 16, and Figure 17 for the Independence, Hamel, and Morningside wellfields, respectively. 3.4 Conjunctive Delineation As discussed below in Section 6.0, there are no regions of High aquifer vulnerability within the Medina DWSMA. Therefore, delineation of a surface water capture area (i.e., a conjunctive delineation) was not performed. 9 4.0 Delineation of the Drinking Water Supply Management Areas The Medina DWSMAs encompass the WHPAs with boundaries that correspond to geographically identifiable features (e.g., roads, parcel boundaries, quarter-quarter section lines). Hennepin County 2023 parcel data and PLSS quarter-quarter section lines were used to delineate the Medina DWSMAs. The Independence DWSMA, Morningside DWSMA, and northwestern Hamel DWSMA are entirely within Medina city limits. The southeastern Hamel DWSMA extends beyond Medina city limits into Plymouth to the east. The Medina DWSMAs are shown on Figure 15, Figure 16, and Figure 17 for Medina’s Independence, Hamel, and Morningside wellfields, respectively. 10 5.0 Well Vulnerability Assessment MDH evaluated the vulnerability of the Medina municipal wells to contamination from contaminants released at the surface. The evaluation parameters include geology, well construction, pumping rate, and water quality. Medina’s wells are classified as “not vulnerable.” Copies of the MDH well vulnerability scoring sheets for the Medina wells are included in Appendix D. 11 6.0 Drinking Water Supply Management Area Vulnerability Assessment The vulnerabilities of the Quaternary glacial drift, Jordan Sandstone, Tunnel City Group, Wonewoc Sandstone, and Mt. Simon within the DWSMAs associated with the Medina wells were evaluated in a manner consistent with MDH guidance for assessing aquifer vulnerability (MDH, 1997) using geologic sensitivities based on L scores computed from boring log data and water quality data for the Medina wells. The first step in the assessment is to determine the geologic sensitivity rating of the aquifer. The Minnesota Department of Natural Resources (MnDNR) defines geologic sensitivity based on the travel time of water moving vertically from the surface to the aquifer of interest as follows (see MnDNR, 1991): • Sensitivity = Very High: vertical travel time is hours to months • Sensitivity = High: vertical travel time is weeks to years • Sensitivity = Moderate: vertical travel time is years to decades • Sensitivity = Low: vertical travel time is several decades to a century • Sensitivity = Very Low: vertical travel time is more than a century Geologic logs listed in the CWI for wells in the vicinity of the 10-year groundwater capture zones were reviewed and “L scores” based on the thickness of low permeability units at each well location were assigned to each well. [See MnDNR (1991) for a discussion of how to determine L scores]. The MDH L score tool was used to compute the L scores and assign geologic sensitivity ratings. Well logs lacking detail in the Quaternary stratigraphy were excluded from the L score calculations. Figure E1 in Appendix E shows geologic sensitivity calculated from Quaternary wells of similar depth to Independence 1 and 2. Figure E2 in Appendix E shows geologic sensitivity from wells of similar depths to wells in the Hamel wellfield. Figure E3 in Appendix E shows geologic sensitivity from Quaternary wells of similar depth to Morningside 1 and 2. Geologic sensitivity is generally low throughout all three areas for the buried Quaternary and bedrock aquifers. The second step in the assessment is to refine the geologic sensitivity using water quality data from the water supply wells. In their source water assessment program, MDH uses a classification scheme that rates the vulnerability of groundwater to surface contamination based on sampling data for a list of parameters that indicate man-made impacts or similarity to rainwater (MDH, 2018; MDH, 2011a) and gives some indication of relative groundwater residence time in the subsurface. There are five main categories lettered A to E in descending order of vulnerability, ranging from Category A, which indicates that groundwater has been recharged rapidly from precipitation, to Category E, which indicates old, saline groundwater with a very long residence time in the subsurface. Table 5 summarizes water quality data from Medina wells. Water from Hamel 3, 4, 5, 6, and 7 is classified as D2 (“Pre-1953 Vintage”), while water from Hamel 8 could be classified as D1 (“Pre-1953 Impacted Non-Pathogen”) or D2 (“Pre-1953 Vintage”). Water from Independence 2 is classified as D2 (“Pre-1953 Vintage”), while water from Independence 1 could be classified as C (“Post-1953 Unimpacted”) or D2 (“Pre-1953 Vintage”). Water from Morningside 1 12 is classified as D1 (“Pre-1953 Impacted Non-Pathogen”) due to historic nitrate detection and water from Morningside 2 is classified as D2 (“Pre-1953 Vintage”). Tritium (3H), a radioactive isotope of hydrogen, has been used extensively to date groundwater. Tritium activities peaked during atmospheric hydrogen bomb testing of the 1950s and 1960s, and values of 3H in precipitation reached a maximum of approximately 10,000 T.U. (tritium units) in 1963 (Mazor, 2004). Natural production of 3H in the upper atmosphere introduces approximately 5 T.U. to precipitation each year (Mazor, 2004). Because 3H has a relatively short half-life of 12.43 years, radioactive decay since the bomb peak has reduced tritium activities to near background levels and 3H is used mostly for relative age dating today. As shown in Table 5, tritium has not been detected at the Medina wells, resulting in “pre- modern” assessments, and thus confirming the non-vulnerable nature of the wells (Lindsey et al., 2019). When water quality data does not indicate the presence of tritium or other constituents that are consistent with contamination from the surface the aquifer vulnerability classification and the geologic sensitivity rating can be the same. Because the geologic sensitivity classification in the Medina DWSMAs are low or very low and the water quality data do not indicate recent connection to the surface, a low vulnerability was assigned to all Medina DWSMAs. Figure 18 shows the final aquifer vulnerability map for the uppermost aquifer supplying water to municipal wells in the Medina DWSMAs. 13 7.0 Recommendations It is recommended that the City work with the MDH to conduct tritium sampling of the municipal wells at year 7 of this wellhead protection plan in order to have current data available when updating the aquifer vulnerability assessment as part of the next wellhead protection plan amendment. It would be the responsibility of City staff to schedule a sampling date with the MDH; sample collection and analysis would be completed by the MDH, contingent upon funding from the MDH. The most likely pathways for contamination to reach a non-vulnerable aquifer are (1) lack of grouting along well casings and (2) introduction of contaminants into unused wells completed in the aquifer. To address the latter, it is recommended that the City work to seal any unused wells located within the DWSMAs that are greater than 50 feet deep. Available geologic information (e.g., see Figure 4 and Figure 5) suggests that the aquifers that supply water to the City’s wells are protected by at least 50 feet of overlying clay, hence the recommended 50-foot minimum depth. 14 8.0 Supporting Data Files The groundwater model files and GIS files are included in Appendix F, which can be found in the “Part1” folder on the CD. The groundwater model can be reviewed using MODFLOW 6 (Langevin et al., 2021). MODPATH files can be reviewed using MODPATH Version 7 (Pollock, 2017). All coordinates in the modeling files are based on UTM NAD 83 Zone 15 N datum. Elevations are in meters above mean sea level (m MSL). Time units are days. Length units are meters. The GIS files have been named according to the MDH conventions. Shapefiles are in UTM NAD83 Zone 15 N datum. 15 9.0 References Berg, J.A., 2021. Groundwater atlas of Hennepin County, Minnesota: Department of Natural Resources, County Atlas Series C-45, Part B. Accessed at https://files.dnr.state.mn.us/waters/groundwater_ section/mapping/cga/c45_hennepin/hennepin_report.pdf Environmental Simulations, Inc., 2020. Guide to using Groundwater Vistas, Version 8, Environmental Simulations, Inc. Kanivetsky, R., 1989. Bedrock Hydrogeology. Plate 6 of 9, in Geologic Atlas of Hennepin County, Minnesota: N.H. Balaban (ed.). Minnesota Geological Survey County Atlas Series, Atlas C-4. University of Minnesota, St. Paul. Langevin, C.D., Hughes, J.D., Banta, E.R., Provost, A.M., Niswonger, R.G., and Panday, S., 2021. MODFLOW 6 Modular Hydrologic Model version 6.3.0: U.S. Geological Survey. Software release 4 March 2022. Langevin, C.D., Hughes, J.D., Banta, E.R., Niswonger, R.G., Panday, S., and Provost, A.M., 2017. Documentation for the MODFLOW 6 Groundwater Flow Model: U.S. Geological Survey Techniques and Methods 6-A55. p. 197. Lindsey, B.D., Jurgens, B.C., and Belitz, K., 2019. Tritium as an indicator of modern, mixed, and premodern groundwater age: U.S. Geological Survey Scientific Investigations Report 2019–5090. Accessed at https://doi.org/10.3133/sir20195090. Mazor, E., 2004. Chemical and Isotopic Groundwater Hydrology, 3rd ed., New York: Marcel Dekker Inc. Metropolitan Council, 2014. Twin Cities Metropolitan Area Regional Groundwater Flow Model, Version 3.0. Prepared by Barr Engineering. Metropolitan Council: Saint Paul, MN. Metropolitan Council, 2012. Using the soil water balance model (SWB) to estimate recharge for the Twin Cities Metropolitan Area Groundwater Model Version 3. Prepared by Barr Engineering. Metropolitan Council: Saint Paul, MN. Minnesota Department of Health (MDH), 2023. Personal communication: Pre-Delineation Meeting with MDH and Barr Engineering staff held on March 20, 2023. MDH, 2018. Proposed groundwater characterization table, 26 September 2018. MDH, 2011a. Assessment Monitoring Pilot Study. 58 p., December 2011. MDH, 2011b. Draft Guidance for Delineating Wellhead Protection Areas in Fractured and Solution-Weathered Bedrock in Minnesota. 81pp. Revised August 2011. MDH, 2010. Wellhead Protection Plan – Part 1. Delineation of Wellhead Protection Area and Drinking Water Supply Management Areas and Well and Aquifer Vulnerability Assessment. Prepared for the City of Medina, March 2010. MDH, 1997. Assessing Well and Aquifer Vulnerability for Wellhead Protection, 67 p., February 1997. Minnesota Department of Natural Resources (MnDNR) DNR Division of Fish & Wildlife - Fisheries Unit, 2002. DNR 100K Lakes and Rivers. GIS dataset, scale 1:100,000. Accessed from http://deli.dnr.state.mn.us/metadata/lake_dnrpy2.html. MnDNR Division of Waters, 1991. Criteria and Guidelines for Assessing Geologic Sensitivity of Ground Water Resources in Minnesota. Prepared for the Legislative Commission on Minnesota Resources, 122 p., June 1991. 16 Mossler, J.H., 2013. Bedrock geology of the Twin Cities ten-county metropolitan area, Minnesota. Miscellaneous Map Series M-194, Minnesota Geological Survey. Norvitch, R.F., Ross, T.G., and Brietkrietz, A., 1974. Water resources outlook for the Minneapolis-St. Paul metropolitan area. Metropolitan Council of the Twin Cities area, 219 pp. Pollock, D.W., 2017. MODPATH v7.2.01: A particle-tracking model for MODFLOW: U.S. Geological Survey. Software release 15 December 2017. Pollock, D.W., 2016. User Guide for MODPATH Version 7—A Particle-Tracking Model for MODFLOW: U.S. Geological Survey Open-File Report 2016–1086. p. 35. Schwartz, F.W. and Zhang, H., 2003. Fundamentals of Ground Water. John Wiley and Sons, Inc. New York, New York. Steenberg, J.R., Bauer, E.J., Chandler, V.W., Retzler, A.J., Berthold, A.J., Lively, R,S., 2018. C-45, Geologic Atlas of Hennepin County, Minnesota: Minnesota Geological Survey. Available from the University of Minnesota Digital Conservancy, https://hdl.handle.net/11299/200919. Westenbroek, S.M., Kelson, V.A., Dripps, W.R., Hunt, R.J., and Bradbury, K.R., 2010. SWB – A Modified Thornthwaite-Mather Soil-Water-Balance Code for Estimating Groundwater Recharge, Techniques and Methods 6-A31, U.S. Geological Survey, Groundwater Resources Program, Reston, VA, 72 pp. WSB & Associates, Inc., 2018. Comprehensive Water Supply Plan. Prepared for City of Medina. Adopted by City Council 2 October 2018. https://medinamn.us/wp-content/uploads/2018/09/Chapter-9-MDNA- 2040-Comp-Water-Plan-100218.pdf Tables Definitions Used for Assessing Data Elements: High (H) - the data element has a direct impact Moderate (M) - the data element has an indirect or marginal impact Low (L) - the data element has little if any impact Shaded - the data element was not required by MDH for preparing the WHP plan NU - not used CWI – Minnesota County Well Index MPCA – Minnesota Pollution Control Agency DNR – Minnesota Department of Natural Resources NRCS – Natural Resources Conservation Service MNGEO - Minnesota Geospatial Information Office NWI – National Wetlands Inventory MDH – Minnesota Department of Health SSURGO – Soil Survey Geographic Database MNDOT – Minnesota Department of Transportation USGS – United States Geological Survey Table 1 Assessment of Data Elements Medina Part 1 WHPP Amendment Data Element Present and Future Implications Data Source Us e o f t h e W e l l s De l i n e a t i o n Cr i t e r i a Qu a l i t y a n d Qu a n t i t y o f W e l l W a t e r La n d a n d Gr o u n d w a t e r Us e i n D W S M A Precipitation M L M M Minnesota Climatology Working Group Geology Maps and geologic descriptions M H H H MGS, MWI Subsurface data M H H H MGS, MDH, MWI Borehole geophysics M M M M MGS, MWI Surface geophysics L L L L Not available Maps and soil descriptions L M M M MGS, NRCS Eroding lands Water Resources Watershed units L H H L DNR List of public waters L H H L DNR Shoreland classifications Wetlands map L L L L NWI Floodplain map Land Use Parcel boundaries map L H L L Metropolitan Council Political boundaries map L M L L MNGEO PLS map L M L L DNR Land use map and inventory M H M M Metropolitan Council Comprehensive land use map L L L L Part 2 Zoning map L L L L Part 2 Public Utility Services Transportation routes and corridors L H L L MNDOT Storm/sanitary sewers and PWS system map L L L L City of Medina (Not publicly available) Oil and gas pipelines map Public drainage systems map/ list L L L L Not available Table 1 Assessment of Data Elements (Continued) Medina Part 1 WHPP Amendment Definitions Used for Assessing Data Elements: High (H) - the data element has a direct impact Moderate (M) - the data element has an indirect or marginal impact Low (L) - the data element has little if any impact Shaded - the data element was not required by MDH for preparing the WHP plan DNR – Minnesota Department of Natural Resources MWI – Minnesota County Well Index MDH – Minnesota Department of Health NRCS – Natural Resources Conservation Service MNDOT – Minnesota Department of Transportation SSURGO – Soil Survey Geographic Database MNGEO - Minnesota Geospatial Information Office USGS – United States Geological Survey MPCA – Minnesota Pollution Control Agency Data Element Present and Future Implications Data Source Us e o f t h e W e l l s De l i n e a t i o n Cr i t e r i a Qu a l i t y a n d Qu a n t i t y o f W e l l W a t e r La n d a n d Gr o u n d w a t e r Us e i n D W S M A Records of well construction, maintenance, and use H H L L City of Medina, MWI, MDH files Surface Water Quantity Stream flow data L L L L USGS, DNR Ordinary high water mark data L L L L DNR or not available Permitted withdrawals Protected levels/flows L L L L DNR or not available Water use conflicts L L L L DNR Groundwater Quantity Permitted withdrawals H H H H DNR Groundwater use conflicts L L L L DNR Water levels H H H H MWI, MDH Surface Water Quality Stream and lake water quality management classification Monitoring data summary L L L L MDH, MPCA Groundwater Quality Monitoring data H H H H MDH Isotopic data H H H H MDH Tracer studies L L L L Not available Contamination site data L L L L MPCA, MDH Property audit data from contamination sites MPCA and MDA spills/release reports L L L L MDH, MPCA P:\Mpls\23 MN\27\23271961 Medina Part 1 WHPP Amdmt\WorkFiles\Report\Tables\Table 2 - Well Summary.docx Table 2 Well Summary Medina Part 1 WHPP Amendment Local Well Name Unique Number Use/ Status1 Casing Diameter (inches) Casing Depth (feet) Well Depth (feet) Date Constructed/ Reconstructed Aquifer2 Well Vulnerability Independence 1 100219 E 12 200 240 8/27/1975 QBAA Not Vulnerable Independence 2 448765 P 8 201 241 8/25/1988 QBAA Not Vulnerable Hamel 3 122239 P 10 420 590 6/2/1983 CTCG-CWOC Not Vulnerable Hamel 4 520048 P 30x24x20x16 683 770 11/10/1993 CMTS Not Vulnerable Hamel 5 709925 P 12 195 240 8/12/2004 QBUA Not Vulnerable Hamel 6 747666 P 20x14 311 378 5/1/2007 CJDN Not Vulnerable Hamel 7 759809 P 14 312 405 6/9/2008 CJDN Not Vulnerable Hamel 8 814752 P 24x18 318 398 9/30/2015 QBAA Not Vulnerable Morningside 1 208009 P 6 187 205 6/21/1961 QBAA Not Vulnerable Morningside 2 223378 P 12 185 203 9/12/1960 QBAA Not Vulnerable Notes: 1. Emergency (E), Primary (P) 2. QBAA = Quaternary buried artesian aquifer, QBUA = Quaternary buried unconfined aquifer, CJDN = Jordan Sandstone Aquifer, CTCG- CWOC = Tunnel City Group and Wonewoc Aquifers. CMTS = Mt. Simon Aquifer Table 3 Annual and Projected Pumping Rates for Medina Wells Medina WHPP Amendment Total Annual Withdrawal (gal/yr) Unique Number Well Name 2018 2019 2020 2021 2022 100219 Independence 1 1,076,000 876,100 1,115,000 1,296,000 821,000 448765 Independence 2 9,809,300 9,521,200 11,558,200 11,883,300 10,239,400 122239 Hamel 3 11,451,000 6,168,000 16,661,000 18,441,000 17,880,000 520048 Hamel 4 52,190,000 47,151,000 50,079,000 47,729,000 66,959,000 709925 Hamel 5 3,298,000 2,879,000 1,919,000 23,601,000 360,000 747666 Hamel 6 36,782,000 35,291,000 29,323,000 40,653,000 50,249,000 759809 Hamel 7 6,336,000 2,442,000 12,558,000 18,992,000 32,570,000 814752 Hamel 8 57,168,000 55,225,000 70,397,000 64,922,000 60,593,000 208009 Morningside 1 1,171,900 1,082,800 1,224,900 1,387,106 2,436,500 223378 Morningside 2 3,002,400 2,975,100 3,422,900 3,536,500 2,579,100 Totals 182,284,600 163,611,200 198,258,000 232,440,906 244,687,000 Source: MPARS, City water use records Percentage of Annual Withdrawal Unique Number Well Name 2018 2019 2020 2021 2022 Average Annual % of Withdrawal 100219 Independence 1 0.6%0.5%0.6%0.6%0.3%0.5% 448765 Independence 2 5.4%5.8%5.8%5.1%4.2%5.3% 122239 Hamel 3 6.3%3.8%8.4%7.9%7.3%6.7% 520048 Hamel 4 28.6%28.8%25.3%20.5%27.4%26.1% 709925 Hamel 5 1.8%1.8%1.0%10.2%0.1%3.0% 747666 Hamel 6 20.2%21.6%14.8%17.5%20.5%18.9% 759809 Hamel 7 3.5%1.5%6.3%8.2%13.3%6.6% 814752 Hamel 8 31.4%33.8%35.5%27.9%24.8%30.7% 208009 Morningside 1 0.6%0.7%0.6%0.6%1.0%0.7% 223378 Morningside 2 1.6%1.8%1.7%1.5%1.1%1.6% Projected Water Use (2027) Unique Number Well Name Total1 (gal/yr) % of Total Projected Water Use Well2 Projected Well Pumpage Based on % (gal/yr) gal/yr gal/day m3/day 100219 Independence 1 0.5%1,475,273 1,475,273 4,042 15 448765 Independence 2 5.3%15,637,897 15,637,897 42,844 162 122239 Hamel 3 6.7%19,768,662 19,768,662 54,161 205 520048 Hamel 4 26.1%77,009,265 77,009,265 210,984 799 709925 Hamel 5 3.0%8,851,640 23,601,000 64,660 245 747666 Hamel 6 18.9%55,765,330 55,765,330 152,782 578 759809 Hamel 7 6.6%19,473,607 32,570,000 89,233 338 814752 Hamel 8 30.7%90,581,779 90,581,779 248,169 939 208009 Morningside 1 0.7%2,065,383 2,436,500 6,675 25 223378 Morningside 2 1.6%4,720,875 4,720,875 12,934 49 Totals 295,054,656 295,349,711 323,566,581 886,484 3,356 1 2027 projected average daily demand of 0.893 million gallons per day from City of Medina Comprehensive Water Supply Plan, 2018 2 Percentages for all wells are based the average % of annual withdrawal for the period 2018 through 2022 3 For each well, the greater of the estimated pumpage based on projected 2027 withdrawal and actual annual pumpage for 2018 - 2022. Maximum Total Pumping for Model Input3 Page 1 of 1 P:\Mpls\23 MN\27\23271961 Medina Part 1 WHPP Amdmt\WorkFiles\Report\_support\Medina Table 3 - Well Pumping & Water Use Projection.xlsx Table 4 Precipitation Data 2018-2022 Medina WHPP Amendment Month 2018 2019 2020 2021 2022 Average January 0.62 0.43 0.53 0.82 0.54 0.59 February 0.93 2.47 0.57 1.64 0.46 1.21 March 1.18 1.89 2.05 2.48 2.49 2.02 April 2.29 3.16 1.10 2.38 3.36 2.46 May 2.15 7.83 4.52 3.65 4.33 4.50 June 4.52 2.64 3.54 1.00 1.03 2.55 July 4.60 9.24 2.84 3.78 2.39 4.57 August 3.08 5.60 5.50 5.16 5.06 4.88 September 4.80 4.76 1.43 3.03 0.53 2.91 October 3.01 5.80 2.19 2.48 0.29 2.75 November 1.97 1.59 0.76 0.88 1.86 1.41 December 0.96 2.14 0.28 1.82 1.99 1.44 Total 30.11 47.55 25.31 29.12 24.33 31.28 Precipitation values are inches Source: Minnesota DNR State Climatology Office, 2023 (https://climateapps.dnr.state.mn.us/mapClim2007/MNlocApp.asp) Page 1 of 1 P:\Mpls\23 MN\27\23271961 Medina Part 1 WHPP Amdmt\WorkFiles\Report\Tables\Table 4 - Precipitation Data 2018 - 2022.xlsx Table 5 Water Quality Medina WHPP Part 1 Amendment Nitrate3 (mg/L) 122239 Hamel 3 <0.8 Pre-modern <0.4 8/1/1984 D2 520048 Hamel 4 <0.8 Pre-modern <0.05 10/7/1994 D2 709925 Hamel 5 <0.8 Pre-modern <0.05 8/3/2005 D2 747666 Hamel 6 <0.8 Pre-modern <0.05 6/2/2014 D2 759809 Hamel 7 <0.8 Pre-modern <0.05 6/2/2014 D2 814752 Hamel 8 <0.8 Pre-modern -- -- D1 or D2 100219 Independence 1 -- Indeterminate <0.4 8/1/1984 C or D2 448765 Independence 2 <0.8 Pre-modern <0.05 11/9/1993 D2 208009 Morningside 1 <0.8 Pre-modern 1.1 11/1/1974 D1 226678 Morningside 2 <0.8 Pre-modern <0.1 from GWRD D2 Notes: 1. Samples were most recently collected for tritium analysis on August 5, 2019 at all wells except Hamel 3 (October 11, 2019), Hamel 8 (June 16, 2020), Independence 1 (unsampled), and Morningside 2 (May 8, 2006). 2. Relative groundwater age calculated using methods and terminology in Lindsey et al. (2019). 'Pre-modern' refers to groundwater with tritium-based evidence of recharge prior to 1952. 'Indeterminate' is used for locations without tritium sampling results to use in the assessment. 3. Maximum reported nitrate concentrations; more recent samples may have lower concentrations. Vulnerability CategoryUnique Number Local Well Name Tritium1 Nitrate Sampling Date Groundwater Relative Age2 P:\Mpls\23 MN\27\23271961 Medina Part 1 WHPP Amdmt\WorkFiles\Report\Tables\Water Quality.xlsx Figures @A @A@A @A @A @A @A@A @A @A @A Woodland Loretto De ephaven Corcora n Plymouth Independence MaplePlain Greenfield Wa yzata Orono Roc kford De lano Long La ke MinnetonkaBeach Medina Oak Mud Minnetonka Long Sarah MEDINA HAMEL 4 MEDINA 5 MEDINA 6 MEDINA HAMEL 3MEDINA INDEPEND ENC E 1 MEDINA 7 MEDINA MORN INGSIDE 2MEDINA MORN INGSIDE 1 MEDINA INDEPEND ENCE 2 MEDINA 8 @A @A@A @A @A @A @A MEDINA HAMEL 4 MEDINA 5 MEDINA 6 MEDINA HAMEL 3 MEDINA 7 MEDINA HAMEL 2 MEDINA 8 Barr Footer: ArcGIS 10.9.1, 2023-09-28 11:46 File: I:\Projects\23\2 7\1961\Maps \Reports\Medina_Pt1\Figure 1 - Well Locations.mxd User: ele MEDINA WELL LOCATIONSWHPP Par t 1City of Medina FIGURE 1 0 5,0002,500 Feet !;N @A@A MEDINA MORNINGSIDE 1 MEDINA MORNINGSIDE 2 0 5,0002,500 Feet 0 0.5 1 1.5 Miles @A Medina M unicipal Wells Municipal B oundary Waterbody Nort hea st DWSMA South DWSMA @A@A MEDINA INDEPEND ENCE 1 MEDINA INDEPENDENC E 2 Northwest DW SMA 0 5,0002,500 Feet @A @A@A @A @A @A @A@A @A @A @A Ql Qts Qvt Ql Qht Ql QlQl Qts Qsh Ql Ql Ql Ql Qvt QshQl Ql Qvt Qvt Ql QlQl Ql Ql Qts QlQl Ql Qsh Ql Ql Ql Ql Ql QlQl Ql Ql Ql Ql Ql Ql Ql Ql Ql Ql Ql Ql Ql Ql Ql Ql Ql Ql Ql Ql Ql Ql Ql Ql Ql Ql Ql Ql Ql Ql Qvt Qht Woodland Maple Grove Loretto Corcoran Plymouth Minnetrista Shorewood Independence Maple Plain Minnetonka Greenfield WayzataOrono Long Lake Mound Medina Barr Footer : ArcGIS 10.8.1, 2023-04-25 09:26 File: I:\Projects\23\27\1961\Maps\Repor ts\Medina_Pt1\Figure 2 - Surficial Geology and Cross Section Locations.mxd User : ACR SURFICIAL GEOLOGY &CROSS SECTION LOCATIONSWHPP Part 1MDH FIGURE 2 0 3,000 6,000 9,000 Feet !;N @A Medina Municipal Wells Cross Section Location Municipal Boundary Ql, Organic clayey silt to sand Qafhl, Artifical fill associated with unit Ql Qhi, New Ulm Fm, ice contact deposits Qsh, New Ulm Fm, stagnation deposits Qht, New Ulm Fm, Heiberg till Qvt, New Ulm Fm, Villard till Qts, New Ulm Fm, TC outwash C-45 Surficial Geology (2018) A B B' A' @A @A@A @A @A @A @A@A @A @A @A CsCj OsCjCj Cs Os Cj Opg Cs Cw Os Ops Os Opo Opg Ops Cs Cs Os Cj Os Os Os Opo Cs Ops Cj Os OsCj Ops Opo Os Os Cj Cj Os Os Os Os Os Cs Os Cj Cj Cj OsCj Ctm Os Os Cj Os Cj Cj Cs Ctl Cs OsOs Cj Cj Cj Ctl Ctl Ctl CtmCs Woodland Maple Grove Loretto Corcoran Plymouth Minnetrista Shorewood Independence Maple Plain Minnetonka Greenfield Wayzata Orono Long Lake Medina Barr Footer : ArcGIS 10.8.1, 2023-04-25 09:19 File: I:\Projects\23\27\1961\Maps\Repor ts\Medina_Pt1\Figure 3 - Bedrock Geology and Cross Section Locations.mxd User : ACR BEDROCK GEOLOGY &CROSS SECTION LOCATIONSWHPP Part 1MDH FIGURE 3 0 3,000 6,000 9,000 Feet !;N @A Medina Municipal Wells Cross Section Location Prairie du Chien erosion limit Fault Municipal Boundary Od, Decorah Shale Opg, Platteville Fm & Glenwood Fm Os, St. Peter Sandstone Ops, Prairie du Chein Grp, Shakopee Fm Opo, Prairie du Chein, Grp, Oneota Dolomite Cj, Jordan Sandstone Cs, St. Lawrence Fm Ctm, Tunnel City Grp, Mazomanie Fm Ctl, Tunnel City Grp, Lone Rock Fm Cw, Tunnel City Grp, Wonewoc Sandstone Ce, Eau Claire Fm Cm, Mt. Simon Sandstone C-45 Bedrock Geology (2018) A B B' A' 100219 448765 520048 122239 100' 200' 300' 400' 500' 600' 700' 800' 900' 1000' 1100' Elevation (in feet above MSL) 100' 200' 300' 400' 500' 600' 700' 800' 900' 1000' 1100' Elevation (in feet above MSL) Barr Footer: ArcGIS 10.8.1, 2023-04-20 13:29 File: I:\Projects\23\27\1961\Users\ACR\Medina_WHPP_Cross_Sections.mxd User: ACR GEOLOGIC CROSSSECTION A-A'WHPP Part 1MDH FIGURE 4 0 5,000 Feet !;N CMTS, Mt. Simon Sandstone CTMZ, Mazomanie Formation CECR, Eau C laire Formation CTLR, Lone Rock Formation CSTL, St. Lawrence Formation OSTP, St. Peter Sandstone A WEST A' EA ST Vertical Exaggeration = 15X Top of Bedrock Static Water Levels Quaternary Outwash Quaternary Till Qu, sediment, undifferentiated Qts2, sand above lacustrine sediment Ql, clayey silt and sand 208009 223378 0' 200' 400' 600' 800' 1000' 1200' Elevation (in feet above MSL) Barr Footer: ArcGIS 10.8.1, 2023-04-25 09:06 File: I:\Projects\23\27\1961\Maps\Reports\Medina_Pt1\Figure 5 - Geologic Cross Section B-B'.mxd User: ACR GEOLOGIC CROSSSECTION B-B'WHPP Part 1MDH FIGURE 5 0 5,000 Feet !;N CTMZ, Mazomanie Formation CECR, Eau C laire Formation CTLR, Lone Rock Formation CSTL, St. Lawrence Formation OSTP, St. Peter Sandstone B WEST B' EA ST Vertical Exaggeration = 15X CMTS, Mt. Simon Sandstone OPDC, Prairie du Chien Group Static Water Levels Top of Bedrock Quaternary Till Quaternary Outwash Qvs, Sand @A@A MEDINA MORNINGSIDE 2MEDINA MORNINGSIDE 1 278 277 276 275 274 273 Barr Footer: ArcGIS 10.9.1, 2023-09-29 10:34 File: I:\Projects\23\27\1961\Maps\Reports\Medina_Pt1\Figure 6 - Modeled Groundwater Contours in Quaternary Layer 1.mxd User: ele MODELED GROUNDWATERCONTOURS IN QUATERNARY LAYER 1WHPP Part 1City of Medina FIGURE 6 0 0.5 Miles !;N @A Medina Municipal Wells Groundwater Contours (CI = 1 meter) Municipal Boundary @A MEDINA 5 281 280 279 275 274 273 276 27 2 276 275 274 273 272 271 277 276 27 2 278 Barr Footer: ArcGIS 10.9.1, 2023-09-29 10:47 File: I:\Projects\23\27\1961\Maps\Reports\Medina_Pt1\Figure 7 - Modeled Groundwater Contours in Quaternary Layer 3.mxd User: ele MODELED GROUNDWATERCONTOURS IN QUATERNARY LAYER 3WHPP Part 1City of Medina FIGURE 7 0 0.5 Miles !;N @A Medina Municipal Wells Groundwater Contours (CI = 1 meter) Municipal Boundary @A@A @A MEDINA INDEPENDENCE 1MEDINA INDEPENDENCE 2 MEDINA 8 287 286 282 275 274 283 279 278 277 276 284 280 273 271 266 285 281 27 5 271 27 0 275 27 3 272 271 270 269 268 26727 1 27 0 277 27 5 269 268 288 287 276 273 275 270 28 6 280 27 4 27 3 272 27 2 Barr Footer: ArcGIS 10.9.1, 2023-09-29 10:47 File: I:\Projects\23\27\1961\Maps\Reports\Medina_Pt1\Figure 8 - Modeled Groundwater Contours in Quaternary Layer 5.mxd User: ele MODELED GROUNDWATERCONTOURS IN QUATERNARY LAYER 5WHPP Part 1City of Medina FIGURE 8 0 0.5 1 Miles !;N @A Medina Municipal Wells Groundwater Contours (CI = 1 meter) Municipal Boundary @A @A MEDINA 6 MEDINA 7 283 282 281 280 277 276 275 274 273 272 270 279 278 271 269 268 271 270 271 270 284 272 267 Barr Footer: ArcGIS 10.9.1, 2023-09-29 10:48 File: I:\Projects\23\27\1961\Maps\Reports\Medina_Pt1\Figure 9 - Modeled Groundwater Contours in Jordan Sandstone.mxd User: ele MODELED GROUNDWATERCONTOURS INJORDAN SANDSTONEWHPPCity of Medina FIGURE 9 0 0.5 Miles !;N @A Medina Municipal Wells Groundwater Contours (CI = 1 meter) Municipal Boundary @A @AMEDINA HAM EL 3 MEDINA HAMEL 2 281 280 279 278 277 276 275 274 273 272 271 270 272 Barr Footer: ArcGIS 10.9.1, 2023-09-29 10:50 File: I:\Projects\23\2 7\1961\Maps \Reports\Medina_Pt1\Figure 10 - Modeled Groundwater C ontou rs in Tunnel City-Wonewoc.m xd User: ele MODELED GRO UNDWATE RCONTOURS IN TU NNEL CIT Y - WONE WO CWHPP Par t 1City of Medina FI GURE 10 0 0.5 Miles !;N @A Medina M un icipal Wells Groun dwater Contours (CI = 1 meter ) Municipa l Bo unda ry @A MEDINA HAMEL 4 278 277 276 275 274 273 272 271 270 269 268 267 266 265 264 263 271 Barr Footer: ArcGIS 10.9.1, 2023-09-29 10:51 File: I:\Projects\23\2 7\1961\Maps \Reports\Medina_Pt1\Figure 11 - Modeled Groundwater C ontou rs in Mt. Simon.mxd User: ele MODELED GRO UNDWATE RCONTOURS IN MT. SIMONWHPP Par t 1City of Medina FI GURE 11 0 0.5 Miles !;N @A Medina M un icipal Wells Groun dwater Contours (CI = 1 meter ) Municipa l Bo unda ry @A@A Independence Medina MEDINA INDEPENDENCE 1MEDINA INDEPENDENCE 2 Barr Footer: ArcGIS 10.9.1, 2023-10-06 15:48 File: I:\Projects\23\27\1961\Maps\Reports\Medina_Pt1\Figure 12 - Well Capture Zones Independence.mxd User: kam2 WELL CAPTURE ZONESINDEPENDENCE WELLFIELDWHPP Part 1City of Medina FIGURE 12 0 500 1,000 Feet !;N @A Medina Municipal Wells Trace, Baseline Hydraulic Conductivity Trace, Minimum Hydraulic Conductivity Trace, Maximum Hydraulic Conductivity Trace, Baseline Hydraulic Conductivity Trace, Minimum Hydraulic Conductivity Trace, Maximum Hydraulic Conductivity Municipal Boundary @A @A@A @A @A @A Plymouth Medina MEDINA HAMEL 4 MEDINA 5MEDINA 6 MEDINA HAMEL 3 MEDINA 7 MEDINA 8 Barr Footer: ArcGIS 10.9.1, 2023-10-06 16:09 File: I:\Projects\23\27\1961\Maps\Reports\Medina_Pt1\Figure 13 - Well Capture Zones Hamel.mxd User: kam2 WELL CAPTURE ZONESHAMEL WELLFIELDWHPP Part 1City of Medina FIGURE 13 0 1,000 2,000 3,000 Feet !;N @A Medina Municipal Wells 1-Year Particle Traces Trace, Baseline Hydraulic Conductivity Trace, Minimum Hydraulic Conductivity Trace, Maximum Hydraulic Conductivity 10-Year Particle Traces Trace, Baseline Hydraulic Conductivity Trace, Minimum Hydraulic Conductivity Trace, Maximum Hydraulic Conductivity Municipal Boundary @A@A Orono Medina MEDINA MORNINGSIDE 2MEDINA MORNINGSIDE 1 Barr Footer: ArcGIS 10.9.1, 2023-10-06 16:42 File: I:\Projects\23\27\1961\Maps\Reports\Medina_Pt1\Figure 14 - Well Capture Zones Morningside.mxd User: kam2 WELL CAPTURE ZONESMORNINGSIDE WELLFIELDWHPP Part 1City of Medina FIGURE 14 0 200 400 Feet !;N @A Medina Municipal Wells 1-Year Particle Traces Trace, Baseline Hydraulic Conductivity Trace, Minimum Hydraulic Conductivity Trace, Maximum Hydraulic Conductivity 10-Year Particle Traces Trace, Baseline Hydraulic Conductivity Trace, Baseline Hydraulic Conductivity Trace, Maximum Hydraulic Conductivity Municipal Boundary @A@A Independence Medina MEDINA INDEPENDENCE 1MEDINA INDEPENDENCE 2 Barr Footer: ArcGIS 10.9.1, 2023-09-29 11:20 File: I:\Projects\23\27\1961\Maps\Reports\Medina_Pt1\Figure 15 - Northwest ERAs, WHPAs, and DWSMAs.mxd User: ACR ERA, WHPA, and DWSMAINDEPENDENCE WELLFIELDWHPP Part 1City of Medina FIGURE 15 0 500250 Feet !;N @A Medina Municipal Wells ERA WHPA DWSMA Municipal Boundary @A @A@A @A @A @A @A Plymouth Medina MEDINA HAMEL 4 MEDINA 5MEDINA 6 MEDINA HAMEL 3 MEDINA 7 MEDINA HAMEL 2 MEDINA 8 Barr Footer : ArcGIS 10.8.1, 2023-12-04 17:23 File: I:\Projects\23\27\1961\Maps\Repor ts\Medina_Pt1\Figure 16 - ERA, WHPA, and DWSMA Hamel.mxd User : ACR ERA , WHPA , and DWSMAHAMEL WELLFIE LDWHPP Pa r t 1City of M edina FIG UR E 16 0 1,000 2,000 Feet !;N @A Med ina Municipal Wells ER A WHPA DWSMA Mun icipa l Bou ndary @A@A Medina MEDINA MORNINGSIDE 2MEDINA MORNINGSIDE 1 Barr Footer: ArcGIS 10.9.1, 2023-09-29 11:22 File: I:\Projects\23\27\1961\Maps\Reports\Medina_Pt1\Figure 17 - South ERA, WHPA, and DWSMA.mxd User: ele ERA, WHPA, and DWSMAMORNINGSIDE WELLFIELDWHPP Part 1City of Medina FIGURE 17 0 100 200 Feet !;N @A Medina Municipal Wells ERA WHPA DWSMA Municipal Boundary @A @A@A @A @A @A @A@A @A @A @A Maple G rove Loretto Corcoran Plymouth Minnetrista Independence MaplePlain Gree nfield Wayzata Orono Long Lake Medina MEDINA HAMEL 4 MEDINA 5MEDINA 6 MEDINA HAMEL 3 MEDINA INDEPENDEN CE 1 MEDINA 7 MEDINA MORN INGSID E 2 MEDINA MORN INGSID E 1 MEDINA HAMEL 2 MEDINA INDEPENDEN CE 2 MEDINA 8 Barr Footer : ArcGIS 10.8.1, 2023-12-04 17:47 File: I:\Projects\23\27\1961\Maps\Repor ts\Medina_Pt1\Figure 18 - Aquifer Vulnerability.mxd User : ACR AQUIFE R VULNERA BILIT Y WH PP Pa r t 1City of M edina FIG UR E 18 0 10.5 Miles !;N @A Med ina Municipal Wells ER A WHPA DWSMA Aquifer Vulner ability Low Mun icipa l Bou ndary Appendix A Well Construction Records Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH WELL AND BORING REPORT Minnesota Statutes Chapter 1031100219 County Hennepin Entry Date 08/24/1991 Quad Rockford Update Date 04/12/2015 Quad ID 121C Received Date Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed MEDINA 118 23 W 18 BABCCA 240 ft.240 ft.08/27/1975 Elevation 1001 Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid Address Use public supply/community Status Active Well Hydrofractured?Yes No From To Welded 2.3 ft. Casing Type Single casing No X Above/BelowYesDrive Shoe? Joint Contact 2052 24 CR MEDINA MN 55340 Well MEDINA MN 55340 Geological Material From To (ft.)Color Hardness SANDY CLAY 0 14 YELLOW SANDY CLAY 14 58 BLUE SAND WITH LITTLE 58 70 BROWN SAND & GRAVEL 70 95 BROWN CLAY-SANDY 95 110 RED SAND 110 130 GRAY CLAY-VERY SANDY 130 133 GRAY SAND-FINE 133 155 COARSE SAND &155 240 Stratigraphy Information Casing Diameter Weight 12 200 49.5in. To ft.lbs./ft. stainlessScreen?Make JOHNSONXType Diameter Slot/Gauze Length Set 10.100in.ft.20040 240 ft.ft. Open Hole From ft.To ft. Static Water Level Pumping Level (below land surface) Material FromAmount To neat cement ft.0 200 ft.6.5 Cubic yards Wellhead Completion Pump Nearest Known Source of Contamination Abandoned Variance Well Contractor Minnesota Well Index Report 100219 HE-01205-15 Printed on 03/15/2023 Pitless adapter manufacturer Model At-grade (Environmental Wells and Borings ONLY) Casing Protection 12 in. above gradeX TAIT AC X Does property have any not in use and not sealed well(s)? Grouting Information Well Grouted?Yes No Not Specified No ft.75.9 Measureland surface 04/04/1988 ft.80.3 hrs.5 Pumping at 1250 g.p.m. feet Direction Type Well disinfected upon completion?X Yes Not Installed Date Installed Manufacturer's name Model Number HP Volt Length of drop pipe Capacity Typftg.p. 12/19/1975 10ECL 40 460 625120 Turbine Yes No Was a variance granted from the MDH for this well?Yes No Licensee Business Lic. or Reg. No.Name of Driller Stevens Well Co.27194 NASS. R. Remarks Miscellaneous Last Strat Aquifer Depth to Bedrock Located by Locate Method First Bedrock sand +larger Minnesota Department of Health Quat. buried GPS SA Off (averaged) (15 meters) System X Y449594 4987073 ft UTM - NAD83, Zone 15, Meters Unique Number Verification Input Date 05/19/2003Information from Angled Drill Hole Minnesota Unique Well No. County Hennepin MINNESOTA DEPARTMENT OF HEALTH WELL AND BORING RECORD Minnesota Statutes Chapter 1031100219 Entry Date Rockford Quad ID Well Name MEDINA Township 118 Range Dir W Section 18 Subsection BABCCA Quat. buried artes.7.5 minute topographic map (+/- 5 feet) Quad Well Depth Depth Completed 449594 Update 498707 23 A Depth to Bedrock Static Water LevelElevation1001 ft.ft Use public supply/community 04/12/2015 UTM Northing (Y) UTM Easting (X) 08/24/1991 240 ft. Date Well Completed 240 ft. Geological Interpretation 05/19/2003 Locate MethodField Located By Elev. Method Minnesota Department of Status 08/27/1975 121C GPS SA Off (averaged) (15 meters)Universal Transverse Mercator (UTM) - NAD83 - Zone 15 - Received Date Aquifer Lic/Reg. No. 27194 Open Hole Unique No. Verified Information from owner-site Bruce Bloomgren Input Source Input Date Agency (Interpretation)Interpretaion Method -ftft80.4 Minnesota Department of Health Geologic study 1:24k to 1:100k Geological Material From ToColorHardness Thickness From To Stratigraphy Primary Lithology Secondary Minor Lithology Depth (ft.)Elevation (ft.) SANDY CLAY 0 14YELLOW 14 1001 987 clay+sand-yellow clay sand SANDY CLAY 14 58BLUE 44 987 943 clay+sand-gray clay sand SAND WITH LITTLE CLAY 58 70BROWN 12 943 931 clay+sand-brown sand clay SAND & GRAVEL 70 95BROWN 25 931 906 sand +larger-brown sand gravel CLAY-SANDY 95 110RED 15 906 891 clay+sand-red clay sand SAND 110 130GRAY 20 891 871 sand-gray sand CLAY-VERY SANDY 130 133GRAY 3 871 868 clay+sand-gray clay sand SAND-FINE 133 155 22 868 846 sand sand COARSE SAND & GRAVEL 155 240 85 846 761 sand +larger sand gravel Minnesota Well Index - Stratigraphy Report Printed on 03/15/2023100219 Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH WELL AND BORING REPORT Minnesota Statutes Chapter 1031122239 County Hennepin Entry Date 08/24/1991 Quad Hamel Update Date 06/03/2022 Quad ID 121D Received Date Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed MEDINA HAMEL 118 23 W 12 BCCCBA 825 ft.590 ft.06/02/1983 Elevation 1011 Elev. Method LiDAR 1m DEM (MNDNR)Drill Method Non-specified Rotary Drill Fluid Address Use public supply/community Status Active Well Hydrofractured?Yes No From To Welded 0 ft. Casing Type Single casing No X Above/BelowYesDrive Shoe? Joint Contact 2052 24 CR MEDINA MN 55340 Well PINTO RD MEDINA MN 55340 Geological Material From To (ft.)Color Hardness SAND 0 10 BROWN CLAY 10 25 TAN/BRN CLAY 25 41 GRAY CLAY 41 60 GRAY GRAVEL & SOME CLAY 60 70 VARIED CLAY 70 80 GRAY CLAY 80 101 BROWN CLAY & GRAVEL 101 129 BROWN BOULDER 129 131 WHITE GRAVEL & SOME CLAY 131 135 DARK GRAVEL 135 155 DARK CLAY & GRAVEL 155 175 GRAY CLAY 175 181 GREEN CLAY 181 235 TAN/YEL CLAY 235 261 BROWN SHALE & ST. PETER 261 269 GRN/YEL SANDSTONE 269 275 YEL/BLK SHALE 275 276 GREEN SANDSTONE 276 277 TAN/BLK SHALE 277 279 WHT/GRN SANDSTONE 279 285 TAN/BLK ST. PETER 285 312 SOFTTAN ST. PETER 312 320 SOFTGRN/RED ST. PETER 320 345 SOFTGRN/RED JORDAN SANDSTONE 345 360 YEL/TAN JORDAN SANDSTONE 360 369 GREEN JORDAN SANDSTONE 369 370 GREEN ST. LAWRENCE 370 390 RED/GRN FRANCONIA 390 392 GREEN FRANCONIA 392 465 GREEN FRANCONIA 465 475 RED/GRN FRANCONIA 475 500 PUR/GRN FRANCONIA 500 515 TAN/GRN IRONTON-GALEVILLE 515 525 RED/TAN IRONTON-GALEVILLE 525 538 GRAY IRONTON-GALEVILLE 538 585 GRAY IRONTON-GALEVILLE 585 590 GRN/TAN EAU CLAIRE 590 610 PUR/RED EAU CLAIRE GREEN 610 668 VARIED EAU CLAIRE GREEN 668 670 VARIED MT. SIMON 670 685 RED/PNK MT. SIMON 685 690 GRN/TAN MT. SIMON 690 720 GRAY MT. SIMON 720 790 MT. SIMON 790 809 GRAY FOND DU LAC SHALE 809 814 RED FOND DU LAC SHALE 814 825 RED Stratigraphy Information Casing Diameter Weight 10 420 40.4in. To ft.lbs./ft. Screen?MakeType 420Open Hole From ft.To ft.825 Static Water Level Pumping Level (below land surface) M.G.S. NO.2061 GAMMA LOGGED 5-18-1983. Material FromAmount To neat cement ft.0 60 ft.2 Cubic yards well grouted, type unknown ft.590 825 ft. Wellhead Completion Pump Nearest Known Source of Contamination Abandoned Variance Well Contractor Minnesota Well Index Report 122239 HE-01205-15 Printed on 03/15/2023 Pitless adapter manufacturer Model At-grade (Environmental Wells and Borings ONLY) Casing Protection 12 in. above gradeX X Does property have any not in use and not sealed well(s)? Grouting Information Well Grouted?Yes No Not Specified No ft.158 Measureland surface 06/15/1983 ft.208 hrs.80 Pumping at 120 g.p.m. feet Direction Type Well disinfected upon completion?X Yes X Not Installed Date Installed Manufacturer's name Model Number HP Volt Length of drop pipe Capacity Typftg.p. Yes No Was a variance granted from the MDH for this well?Yes No Licensee Business Lic. or Reg. No.Name of Driller Renner E.H. & Sons 02015 RENNER, R. Remarks St.Peter Sandstone Miscellaneous Last Strat Aquifer Depth to Bedrock Located by Locate Method First Bedrock Solor Church Formation Minnesota Department of Health Tunnel City- 261 Digitization (Screen) - Map (1:24,000) (15 meters or System X Y457319 4988034 ft UTM - NAD83, Zone 15, Meters Unique Number Verification Input Date 06/16/1999Information from Angled Drill Hole Minnesota Unique Well No. County Hennepin MINNESOTA DEPARTMENT OF HEALTH WELL AND BORING RECORD Minnesota Statutes Chapter 1031122239 Entry Date Hamel Quad ID Well Name MEDINA HAMEL 3 Township 118 Range Dir W Section 12 Subsection BCCCBA Tunnel City-LiDAR 1m DEM (MNDNR) Quad Well Depth Depth Completed 457319 Update 261 498803 23 A Depth to Bedrock Static Water LevelElevation1011 ft.ft Use public supply/community 06/03/2022 UTM Northing (Y) UTM Easting (X) 08/24/1991 825 ft. Date Well Completed 590 ft. Geological Interpretation 06/16/1999 Locate MethodField Located By Elev. Method Minnesota Department of Status 06/02/1983 121D Digitization (Screen) - Map (1:24,000) (15 meters Universal Transverse Mercator (UTM) - NAD83 - Zone 15 - Received Date Aquifer Lic/Reg. No. 02015 Open Hole Unique No. Verified Information from owner-phone Andrew Retzler Input Source Input Date Agency (Interpretation)Interpretaion Method 420 825-ftft158 Minnesota Department of Health Cuttings + geophysical log Geological Material From ToColorHardness Thickness From To Stratigraphy Primary Lithology Secondary Minor Lithology Depth (ft.)Elevation (ft.) SAND 0 10BROWN 10 1011 1001 sand-brown sand CLAY 10 25TAN/BRN 15 1001 986 clay-brown clay CLAY 25 41GRAY 16 986 970 clay-gray clay CLAY 41 60GRAY 19 970 951 clay-gray clay GRAVEL & SOME CLAY 60 70VARIED 10 951 941 pebbly sand/silt/clay gravel clay CLAY 70 80GRAY 10 941 931 clay-gray clay CLAY 80 101BROWN 21 931 910 clay-brown clay CLAY & GRAVEL 101 129BROWN 28 910 882 pebbly sand/silt/clay-clay gravel BOULDER 129 131WHITE 2 882 880 boulder or boulders boulder GRAVEL & SOME CLAY 131 135DARK 4 880 876 pebbly sand/silt/clay gravel clay GRAVEL 135 155DARK 20 876 856 gravel (+larger)gravel CLAY & GRAVEL 155 175GRAY 20 856 836 pebbly sand/silt/clay-clay gravel CLAY 175 181GREEN 6 836 830 clay-green clay CLAY 181 235TAN/YEL 54 830 776 clay clay CLAY 235 261BROWN 26 776 750 clay-red clay SHALE & ST. PETER 261 269GRN/YEL 8 750 742 St.Peter Sandstone shale sandstone SANDSTONE DOLOMITIC 269 275YEL/BLK 6 742 736 St.Peter Sandstone sandstone dolomite SHALE 275 276GREEN 1 736 735 St.Peter Sandstone shale SANDSTONE DOLOMITC 276 277TAN/BLK 1 735 734 St.Peter Sandstone sandstone dolomite SHALE 277 279WHT/GRN 2 734 732 St.Peter Sandstone shale SANDSTONE DOLOMITIC 279 285TAN/BLK 6 732 726 St.Peter Sandstone sandstone dolomite ST. PETER SANDSTONE 285 312SOFTTAN 27 726 699 Jordan Sandstone sandstone ST. PETER SANDSTONE 312 320SOFTGRN/RED 8 699 691 Jordan Sandstone sandstone ST. PETER SANDSTONE 320 345SOFTGRN/RED 25 691 666 Jordan Sandstone sandstone JORDAN SANDSTONE 345 360YEL/TAN 15 666 651 Jordan Sandstone sandstone JORDAN SANDSTONE 360 369GREEN 9 651 642 Jordan Sandstone sandstone JORDAN SANDSTONE 369 370GREEN 1 642 641 St.Lawrence siltstone dolomite ST. LAWRENCE SANDSTONE 370 390RED/GRN 20 641 621 St.Lawrence sandstone shale dolomite FRANCONIA SANDSTONE 390 392GREEN 2 621 619 St.Lawrence siltstone dolomite FRANCONIA SANDSTONE 392 465GREEN 73 619 546 Tunnel City Group sandstone shale FRANCONIA SANDSTONE 465 475RED/GRN 10 546 536 Tunnel City Group sandstone shale dolomite FRANCONIA SANDSTONE 475 500PUR/GRN 25 536 511 Tunnel City Group sandstone shale dolomite FRANCONIA SANDSTONE 500 515TAN/GRN 15 511 496 Tunnel City Group sandstone shale dolomite Geological Material From ToColorHardness Thickness From To Stratigraphy Primary Lithology Secondary Minor Lithology Depth (ft.)Elevation (ft.) IRONTON-GALEVILLE 515 525RED/TAN 10 496 486 Tunnel City Group sandstone shale dolomite IRONTON-GALEVILLE 525 538GRAY 13 486 473 Tunnel City Group sandstone shale dolomite IRONTON-GALEVILLE 538 585GRAY 47 473 426 Wonewoc Sandstone sandstone IRONTON-GALEVILLE 585 590GRN/TAN 5 426 421 Eau Claire Formation shale sandstone EAU CLAIRE 590 610PUR/RED 20 421 401 Eau Claire Formation shale sandstone EAU CLAIRE GREEN TAN 610 668VARIED 58 401 343 Eau Claire Formation shale sandstone EAU CLAIRE GREEN TAN 668 670VARIED 2 343 341 Mt.Simon Sandstone sandstone MT. SIMON 670 685RED/PNK 15 341 326 Mt.Simon Sandstone sandstone MT. SIMON 685 690GRN/TAN 5 326 321 Mt.Simon Sandstone sandstone MT. SIMON 690 720GRAY 30 321 291 Mt.Simon Sandstone sandstone MT. SIMON 720 790 70 291 221 Mt.Simon Sandstone sandstone MT. SIMON 790 809GRAY 19 221 202 Mt.Simon Sandstone sandstone FOND DU LAC SHALE 809 814RED 5 202 197 Mt.Simon Sandstone sandstone shale FOND DU LAC SHALE 814 825RED 11 197 186 Solor Church shale Minnesota Well Index - Stratigraphy Report Printed on 03/15/2023122239 Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH WELL AND BORING REPORT Minnesota Statutes Chapter 1031158087 County Hennepin Entry Date 08/24/1991 Quad Hamel Update Date 02/05/2016 Quad ID 121D Received Date Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed MEDINA HAMEL 118 23 W 12 BDACAB 601 ft.601 ft.06/06/1978 Elevation 986 ft.Elev. Method LiDAR 1m DEM (MNDNR)Drill Method Non-specified Rotary Drill Fluid Address Use public supply/community Status Active Well Hydrofractured?Yes No From To WeldedCasing Type Single casing No X Above/BelowYesDrive Shoe? Joint Contact 2052 24 CR MEDINA MN 55340 Well MEDINA MN 55340 Geological Material From To (ft.)Color Hardness SAND 0 24 YELLOW SAND 24 35 BLUE SWAMP SAND 35 45 BLUE CLAY-EVEN 45 62 BLUE CLAY-STONEY-LOOSE 62 77 BROWN CLAY 77 79 BROWN GRAVEL-TIGHT-CLAY 79 87 DARK SANDY CLAY 87 97 SOFTBROWN SAND-COARSE 97 102 CLAY 102 105 RED CLAY & LOOSE 105 112 BROWN CLAY-TIGHT 112 131 LT. GRY GRAY CLAY & BROWN 131 134 CLEAN SAND 134 140 BROWN MIXED 140 142 RED CLAY & SAND-142 148 BROWN CLAY & SAND-148 153 CLAY 153 158 SOFTWHITE TIGHT CLAY 158 160 WHITE LOOSE CLAY 160 164 WHITE LOOSE CLAY 164 173 YELLOW VERY TIGHT CLAY 173 179 PINK TIGHT CLAY 179 185 ORANGE CLAY 185 187 TAN WHITE W/ST. PETER ?187 192 JORDAN & LOOSE 192 197 SHALE-SOME JORDAN 197 207 WHT/YEL SHALE 207 215 YELLOW LOOSE FINE JORDAN-215 220 FINE JORDAN W/HARD 220 236 COARSE JORDAN W/V.236 248 WHITE VERY HARD LEDGES 248 254 CLEAN JORDAN 254 260 M.HARDWHITE MUDDY JORDAN 260 290 SOFTWHITE MUDDY JORDAN 290 300 SOFT MUDDY JORDAN 300 310 SOFT VERY FINE JORDAN 310 338 WHITE GREEN SHALE &338 347 FINEGRAIND SHARP 347 353 V.HARDPNK/YEL ST. LAWRENCE 353 375 FRANCONIA 375 520 IRONTON-GALESVILLE 520 570 EAU CLAIRE 570 601 Stratigraphy Information Casing Diameter Weight 8 353 28.5in. To ft.lbs./ft. Hole Diameter 11.353in. To ft. 8 601in. To ft. Screen?MakeType 353Open Hole From ft.To ft.601 Static Water Level Pumping Level (below land surface) M.G.S. NO.1358. Material FromAmount To neat cement ft.ft. Wellhead Completion Pump Nearest Known Source of Contamination Abandoned Variance Well Contractor Minnesota Well Index Report 158087 HE-01205-15 Printed on 03/15/2023 Pitless adapter manufacturer Model At-grade (Environmental Wells and Borings ONLY) Casing Protection 12 in. above gradeX X Does property have any not in use and not sealed well(s)? Grouting Information Well Grouted?Yes No Not Specified No ft.104.Measureland surface 06/06/1978 ft.181.hrs.54 Pumping at 210 g.p.m. feet Direction Type Well disinfected upon completion?X Yes X Not Installed Date Installed Manufacturer's name Model Number HP Volt Length of drop pipe Capacity Typftg.p. Yes No Was a variance granted from the MDH for this well?Yes No Licensee Business Lic. or Reg. No.Name of Driller Stevens Well Co.27194 SALONEK, K. Remarks St.Peter Sandstone Miscellaneous Last Strat Aquifer Depth to Bedrock Located by Locate Method First Bedrock Eau Claire Formation Minnesota Department of Health Tunnel City- 192 GPS SA On (averaged) (100 meters) System X Y457962 4988241 ft UTM - NAD83, Zone 15, Meters Unique Number Verification Input Date 06/16/1999Information from Angled Drill Hole Minnesota Unique Well No. County Hennepin MINNESOTA DEPARTMENT OF HEALTH WELL AND BORING RECORD Minnesota Statutes Chapter 1031158087 Entry Date Hamel Quad ID Well Name MEDINA HAMEL 2 Township 118 Range Dir W Section 12 Subsection BDACAB Tunnel City-LiDAR 1m DEM (MNDNR) Quad Well Depth Depth Completed 457962 Update 192 498824 23 A Depth to Bedrock Static Water LevelElevation986 ft.ft Use public supply/community 02/05/2016 UTM Northing (Y) UTM Easting (X) 08/24/1991 601 ft. Date Well Completed 601 ft. Geological Interpretation 06/16/1999 Locate MethodField Located By Elev. Method Minnesota Department of Status 06/06/1978 121D GPS SA On (averaged) (100 meters)Universal Transverse Mercator (UTM) - NAD83 - Zone 15 - Received Date Aquifer Lic/Reg. No. 27194 Open Hole Unique No. Verified Information from owner-site Andrew Retzler Input Source Input Date Agency (Interpretation)Interpretaion Method 353 601-ftft104.8 Minnesota Department of Health Interpreted from cuttings Geological Material From ToColorHardness Thickness From To Stratigraphy Primary Lithology Secondary Minor Lithology Depth (ft.)Elevation (ft.) SAND 0 24YELLOW 24 986 962 sand-yellow sand SAND 24 35BLUE 11 962 951 sand-gray sand SWAMP SAND 35 45BLUE 10 951 941 sand+silt-gray sand silt CLAY-EVEN 45 62BLUE 17 941 924 clay-gray clay CLAY-STONEY-LOOSE 62 77BROWN 15 924 909 pebbly sand/silt/clay-clay cobble CLAY 77 79BROWN 2 909 907 clay-brown clay GRAVEL-TIGHT-CLAY 79 87DARK 8 907 899 pebbly sand/silt/clay clay gravel SANDY CLAY 87 97SOFTBROWN 10 899 889 clay+sand-brown clay sand SAND-COARSE 97 102 5 889 884 sand sand CLAY 102 105RED 3 884 881 clay-red clay CLAY & LOOSE GRAVEL 105 112BROWN 7 881 874 pebbly sand/silt/clay-clay gravel CLAY-TIGHT 112 131LT. GRY 19 874 855 clay-gray clay GRAY CLAY & BROWN 131 134 3 855 852 clay+sand clay sand CLEAN SAND 134 140BROWN 6 852 846 sand-brown sand MIXED 140 142 2 846 844 pebbly sand/silt/clay clay sand gravel RED CLAY & SAND-LOOSE 142 148 6 844 838 clay+sand-red clay sand BROWN CLAY & SAND-148 153 5 838 833 clay+sand-brown clay sand CLAY 153 158SOFTWHITE 5 833 828 clay-white clay TIGHT CLAY 158 160WHITE 2 828 826 clay-white clay LOOSE CLAY 160 164WHITE 4 826 822 clay-white clay LOOSE CLAY 164 173YELLOW 9 822 813 clay-yellow clay VERY TIGHT CLAY 173 179PINK 6 813 807 clay clay TIGHT CLAY 179 185ORANGE 6 807 801 clay clay CLAY 185 187TAN 2 801 799 clay-brown clay WHITE W/ST. PETER ?187 192 5 799 794 clay+sand-white sand clay JORDAN & LOOSE SHALE 192 197 5 794 789 St.Peter Sandstone sandstone SHALE-SOME JORDAN 197 207WHT/YEL 10 789 779 St.Peter Sandstone shale sandstone SHALE 207 215YELLOW 8 779 771 St.Peter Sandstone shale LOOSE FINE JORDAN-MUSHY 215 220 5 771 766 St.Peter Sandstone sandstone FINE JORDAN W/HARD 220 236 16 766 750 St.Peter Sandstone sandstone COARSE JORDAN W/V.236 248WHITE 12 750 738 St.Peter Sandstone sandstone VERY HARD LEDGES 248 254 6 738 732 St.Peter Sandstone sandstone CLEAN JORDAN 254 260M.HARDWHITE 6 732 726 Jordan Sandstone sandstone Geological Material From ToColorHardness Thickness From To Stratigraphy Primary Lithology Secondary Minor Lithology Depth (ft.)Elevation (ft.) MUDDY JORDAN 260 290SOFTWHITE 30 726 696 Jordan Sandstone sandstone MUDDY JORDAN W/HARD 290 300SOFT 10 696 686 Jordan Sandstone sandstone MUDDY JORDAN W/HARD 300 310SOFT 10 686 676 Jordan Sandstone sandstone VERY FINE JORDAN 310 338WHITE 28 676 648 Jordan Sandstone sandstone GREEN SHALE & COARSE 338 347 9 648 639 Jordan Sandstone sandstone FINEGRAIND SHARP 347 353V.HARDPNK/YEL 6 639 633 Jordan Sandstone sandstone ST. LAWRENCE 353 375 22 633 611 St.Lawrence dolomite siltstone sandstone FRANCONIA 375 520 145 611 466 Tunnel City Group sandstone dolomite IRONTON-GALESVILLE 520 570 50 466 416 Wonewoc Sandstone sandstone EAU CLAIRE 570 601 31 416 385 Eau Claire Formation siltstone dolomite sandstone Minnesota Well Index - Stratigraphy Report Printed on 03/15/2023158087 Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH WELL AND BORING REPORT Minnesota Statutes Chapter 1031208009 County Hennepin Entry Date 08/24/1991 Quad Hamel Update Date 06/03/2022 Quad ID 121D Received Date Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed MEDINA 118 23 W 28 AACCCD 205 ft.205 ft.06/21/1961 Elevation 1053 Elev. Method LiDAR 1m DEM (MNDNR)Drill Method Drill Fluid Address Use public supply/community Status Active Well Hydrofractured?Yes No From To Casing Type Single casing No Above/BelowYesDrive Shoe? Joint Contact 2052 24 CR MEDINA MN 55340 Well MEDINA MN 55340 Geological Material From To (ft.)Color Hardness CLAY & GRAVEL 0 153 GRAY MUDDY SAND &153 183 WATER SAND &183 203 CLAY 203 205 Stratigraphy Information Casing Diameter Weight 6 187in. To ft.lbs./ft. brassScreen?MakeXType Diameter Slot/Gauze Length Set 6 in.ft.18520 205 ft.ft. Open Hole From ft.To ft. Static Water Level Pumping Level (below land surface) Wellhead Completion Pump Nearest Known Source of Contamination Abandoned Variance Well Contractor Minnesota Well Index Report 208009 HE-01205-15 Printed on 03/15/2023 Pitless adapter manufacturer Model At-grade (Environmental Wells and Borings ONLY) Casing Protection 12 in. above gradeX Does property have any not in use and not sealed well(s)? Grouting Information Well Grouted?Yes No Not Specified No ft.145 Measureland surface 06/21/1961 ft.hrs.Pumping at 350 g.p.m. feet Direction Type Well disinfected upon completion?Yes Not Installed Date Installed Manufacturer's name Model Number HP Volt Length of drop pipe Capacity Typftg.p. Yes No Was a variance granted from the MDH for this well?Yes No Licensee Business Lic. or Reg. No.Name of Driller Minnesota Department of MDH Remarks Miscellaneous Last Strat Aquifer Depth to Bedrock Located by Locate Method First Bedrock clay Minnesota Department of Health Quat. buried Digitization (Screen) - Map (1:24,000) (15 meters or System X Y453613 4983543 ft UTM - NAD83, Zone 15, Meters Unique Number Verification Input Date 06/16/1999Information from Angled Drill Hole Minnesota Unique Well No. County Hennepin MINNESOTA DEPARTMENT OF HEALTH WELL AND BORING RECORD Minnesota Statutes Chapter 1031208009 Entry Date Hamel Quad ID Well Name MEDINA Township 118 Range Dir W Section 28 Subsection AACCCD Quat. buried artes.LiDAR 1m DEM (MNDNR) Quad Well Depth Depth Completed 453613 Update 498354 23 A Depth to Bedrock Static Water LevelElevation1053 ft.ft Use public supply/community 06/03/2022 UTM Northing (Y) UTM Easting (X) 08/24/1991 205 ft. Date Well Completed 205 ft. Geological Interpretation 06/16/1999 Locate MethodField Located By Elev. Method Minnesota Department of Status 06/21/1961 121D Digitization (Screen) - Map (1:24,000) (15 meters Universal Transverse Mercator (UTM) - NAD83 - Zone 15 - Received Date Aquifer Lic/Reg. No. MDH Open Hole Unique No. Verified Information from owner-site Bruce Bloomgren Input Source Input Date Agency (Interpretation)Interpretaion Method -ftft145 Minnesota Department of Health Geologic study 1:24k to 1:100k Geological Material From ToColorHardness Thickness From To Stratigraphy Primary Lithology Secondary Minor Lithology Depth (ft.)Elevation (ft.) CLAY & GRAVEL 0 153GRAY 153 1053 900 pebbly sand/silt/clay-clay gravel MUDDY SAND & GRAVEL 153 183 30 900 870 sand+silt sand gravel silt WATER SAND & GRAVEL 183 203 20 870 850 sand +larger sand gravel CLAY 203 205 2 850 848 clay clay Minnesota Well Index - Stratigraphy Report Printed on 03/15/2023208009 Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH WELL AND BORING REPORT Minnesota Statutes Chapter 1031223378 County Hennepin Entry Date 08/24/1991 Quad Hamel Update Date 06/03/2022 Quad ID 121D Received Date Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed MEDINA 118 23 W 28 ADBBBA 204 ft.203 ft.09/12/1960 Elevation 1053 Elev. Method LiDAR 1m DEM (MNDNR)Drill Method Cable Tool Drill Fluid Address Use public supply/community Status Active Well Hydrofractured?Yes No From To 2 ft. Casing Type Single casing No Above/BelowYesDrive Shoe? Joint Contact 2052 24 CR MEDINA MN 55340 Well MEDINA MN 55340 Geological Material From To (ft.)Color Hardness CLAY & GRAVEL 0 153 GRAY MUDDY SAND &153 183 WATER SAND &183 203 CLAY 203 204 Stratigraphy Information Casing Diameter Weight 12 185in. To ft.lbs./ft. brassScreen?Make JOHNSONXType Diameter Slot/Gauze Length Set 11.25in.ft.18310 193 ft.ft. 11.20in.ft.1936 199 ft.ft. 11.25in.ft.1994 203 ft.ft. Open Hole From ft.To ft. Static Water Level Pumping Level (below land surface) Wellhead Completion Pump Nearest Known Source of Contamination Abandoned Variance Well Contractor Minnesota Well Index Report 223378 HE-01205-15 Printed on 03/15/2023 Pitless adapter manufacturer Model At-grade (Environmental Wells and Borings ONLY) Casing Protection 12 in. above gradeX Does property have any not in use and not sealed well(s)? Grouting Information Well Grouted?Yes No Not Specified No ft.135 Measureland surface 09/09/1960 ft.151 hrs.Pumping at 415 g.p.m. feet Direction Type Well disinfected upon completion?Yes X Not Installed Date Installed Manufacturer's name Model Number HP Volt Length of drop pipe Capacity Typftg.p. Yes No Was a variance granted from the MDH for this well?Yes No Licensee Business Lic. or Reg. No.Name of Driller Bergerson-Caswell 27058 Remarks Miscellaneous Last Strat Aquifer Depth to Bedrock Located by Locate Method First Bedrock clay Minnesota Department of Health Quat. buried Digitization (Screen) - Map (1:24,000) (15 meters or System X Y453617 4983537 ft UTM - NAD83, Zone 15, Meters Unique Number Verification Input Date 06/16/1999Information from Angled Drill Hole Minnesota Unique Well No. County Hennepin MINNESOTA DEPARTMENT OF HEALTH WELL AND BORING RECORD Minnesota Statutes Chapter 1031223378 Entry Date Hamel Quad ID Well Name MEDINA Township 118 Range Dir W Section 28 Subsection ADBBBA Quat. buried artes.LiDAR 1m DEM (MNDNR) Quad Well Depth Depth Completed 453617 Update 498353 23 A Depth to Bedrock Static Water LevelElevation1053 ft.ft Use public supply/community 06/03/2022 UTM Northing (Y) UTM Easting (X) 08/24/1991 204 ft. Date Well Completed 203 ft. Geological Interpretation 06/16/1999 Locate MethodField Located By Elev. Method Minnesota Department of Status 09/12/1960 121D Digitization (Screen) - Map (1:24,000) (15 meters Universal Transverse Mercator (UTM) - NAD83 - Zone 15 - Received Date Aquifer Lic/Reg. No. 27058 Open Hole Unique No. Verified Information from owner-site Bruce Bloomgren Input Source Input Date Agency (Interpretation)Interpretaion Method -ftft135 Minnesota Department of Health Geologic study 1:24k to 1:100k Geological Material From ToColorHardness Thickness From To Stratigraphy Primary Lithology Secondary Minor Lithology Depth (ft.)Elevation (ft.) CLAY & GRAVEL 0 153GRAY 153 1053 900 pebbly sand/silt/clay-clay gravel MUDDY SAND & GRAVEL 153 183 30 900 870 sand+silt sand gravel mud WATER SAND & GRAVEL 183 203 20 870 850 sand +larger sand gravel CLAY 203 204 1 850 849 clay clay Minnesota Well Index - Stratigraphy Report Printed on 03/15/2023223378 Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH WELL AND BORING REPORT Minnesota Statutes Chapter 1031448765 County Hennepin Entry Date 06/29/1992 Quad Rockford Update Date 04/12/2015 Quad ID 121C Received Date Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed MEDINA 118 23 W 18 BABCCA 250 ft.241 ft.08/25/1988 Elevation 1001 Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid Bentonite Address Use public supply/community Status Active Well Hydrofractured?Yes No From To Welded 2 ft. Casing Type Single casing No X Above/BelowYesDrive Shoe? Joint Contact 2052 24 CR MEDINA MN 55340 Well MEDINA MN 55340 Geological Material From To (ft.)Color Hardness CLAY 0 15 YELLOW CLAY 15 19 BLUE BOULDER 19 20 WHT/BLK CLAY 20 30 BLUE CLAY-SAND 30 45 BLU/BRN SHALE-GRAVEL 45 55 RED/BRN SAND-GRAVEL 55 75 BROWN FINE SAND 75 80 BROWN SHALE-GRAVEL 80 115 RED/BRN GRAVEL-SAND 115 120 RED/BLK FINE SAND 120 145 BROWN GRAVEL-SAND VERY 145 250 RED/BLK Stratigraphy Information Casing Diameter Weight 8 201 28.5in. To ft.lbs./ft. Hole Diameter 12 203in. To ft. 8 243in. To ft. telescopingScreen?Make JOHNSONXType Diameter Slot/Gauze Length Set 8 100in.ft.20140 241 ft.ft. Open Hole From ft.To ft. Static Water Level Pumping Level (below land surface) LOCATED BY MDH FOR THE TRITIUM STUDY. LOST CIRCULATION AT 145 FT. MEDINA NO.2. Material FromAmount To neat cement ft.10 201 ft.3 Cubic yards Wellhead Completion Pump Nearest Known Source of Contamination Abandoned Variance Well Contractor Minnesota Well Index Report 448765 HE-01205-15 Printed on 03/15/2023 Pitless adapter manufacturer Model At-grade (Environmental Wells and Borings ONLY) Casing Protection 12 in. above gradeX GRUNDFOS X Does property have any not in use and not sealed well(s)? Grouting Information Well Grouted?Yes No Not Specified No ft.73.6 Measureland surface 08/25/1988 ft.hrs.Pumping at 600 g.p.m. feet Direction Type Well disinfected upon completion?X Yes Not Installed Date Installed Manufacturer's name Model Number HP Volt Length of drop pipe Capacity Typftg.p. 11/14/1988 135S100-6 10 460 100126 Submersible XYes No Was a variance granted from the MDH for this well?Yes No Licensee Business Lic. or Reg. No.Name of Driller Stevens Well Co.27194 RIVERS, M. Remarks Miscellaneous Last Strat Aquifer Depth to Bedrock Located by Locate Method First Bedrock sand +larger Minnesota Department of Health Quat. buried GPS SA On (averaged) (100 meters) System X Y449600 4987075 ft UTM - NAD83, Zone 15, Meters Unique Number Verification Input Date 06/16/1999Information from Angled Drill Hole Minnesota Unique Well No. County Hennepin MINNESOTA DEPARTMENT OF HEALTH WELL AND BORING RECORD Minnesota Statutes Chapter 1031448765 Entry Date Rockford Quad ID Well Name MEDINA Township 118 Range Dir W Section 18 Subsection BABCCA Quat. buried artes.7.5 minute topographic map (+/- 5 feet) Quad Well Depth Depth Completed 449600 Update 498707 23 A Depth to Bedrock Static Water LevelElevation1001 ft.ft Use public supply/community 04/12/2015 UTM Northing (Y) UTM Easting (X) 06/29/1992 250 ft. Date Well Completed 241 ft. Geological Interpretation 06/16/1999 Locate MethodField Located By Elev. Method Minnesota Department of Status 08/25/1988 121C GPS SA On (averaged) (100 meters)Universal Transverse Mercator (UTM) - NAD83 - Zone 15 - Received Date Aquifer Lic/Reg. No. 27194 Open Hole Unique No. Verified Information from owner-site Bruce Bloomgren Input Source Input Date Agency (Interpretation)Interpretaion Method -ftft73.6 Minnesota Department of Health Geologic study 1:24k to 1:100k Geological Material From ToColorHardness Thickness From To Stratigraphy Primary Lithology Secondary Minor Lithology Depth (ft.)Elevation (ft.) CLAY 0 15YELLOW 15 1001 986 clay-yellow clay CLAY 15 19BLUE 4 986 982 clay-gray clay BOULDER 19 20WHT/BLK 1 982 981 boulder or boulders boulder CLAY 20 30BLUE 10 981 971 clay-gray clay CLAY-SAND 30 45BLU/BRN 15 971 956 clay+sand clay sand SHALE-GRAVEL 45 55RED/BRN 10 956 946 pebbly sand/silt/clay clay gravel SAND-GRAVEL 55 75BROWN 20 946 926 sand +larger-brown sand gravel FINE SAND 75 80BROWN 5 926 921 sand-brown sand SHALE-GRAVEL 80 115RED/BRN 35 921 886 pebbly sand/silt/clay clay gravel GRAVEL-SAND 115 120RED/BLK 5 886 881 sand +larger gravel sand FINE SAND 120 145BROWN 25 881 856 sand-brown sand GRAVEL-SAND VERY 145 250RED/BLK 105 856 751 sand +larger gravel sand Minnesota Well Index - Stratigraphy Report Printed on 03/15/2023448765 Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH WELL AND BORING REPORT Minnesota Statutes Chapter 1031520048 County Hennepin Entry Date 02/09/1994 Quad Hamel Update Date 06/03/2022 Quad ID 121D Received Date Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed MEDINA HAMEL 118 23 W 12 BCCCBC 770 ft.770 ft.11/10/1993 Elevation 1014 Elev. Method LiDAR 1m DEM (MNDNR)Drill Method Cable Tool Drill Fluid Water Address Use public supply/community Status Active Well Hydrofractured?Yes No From To WeldedCasing Type Step down No X Above/BelowYesDrive Shoe? Joint Contact 2052 24 CR MEDINA MN 55340 Well 3600 PINTO DR MEDINA MN 55340 Geological Material From To (ft.)Color Hardness SAND 0 10 SOFTBROWN CLAY 10 30 SOFTGRAY CLAY & STONES 30 80 SOFTGRAY PACK SAND/GRAVEL 80 135 MEDIUMBROWN SAND/GRAVEL 135 160 MEDIUMBROWN CLAY/STONES 160 175 MEDIUMGRAY SHALE 175 220 HARDGREEN SHALE/SANDSTONE 220 260 HARDBROWN SANDSTONE 260 268 MEDIUMBLU/GRN SANDSTONE 268 270 BLU/GRN SANDSTONE 270 280 MEDIUMTAN/BRN SANDSTONE 280 284 V.HARDTAN SANDSTONE 284 305 SFT-MEDTAN SANDSTONE 305 365 SOFTTAN/BLU SHALE/SANDSTONE 365 370 BLUE ST. LAWRENCE 370 372 HARDPINK ST. LAWRENCE 372 390 HARDPINK FRANCONIA 390 410 MED-HRDVARIED FRANCONIA 410 461 MED-HRDVARIED STICKY SHALE 461 544 HARDGREEN STICKY SHALE 544 590 HARDGREEN EAU CLAIRE 590 667 HARDBRN/PUR MT. SIMON 667 672 HARDTAN/RED MT. SIMON 672 683 HARDTAN/RED MT. SIMON 683 695 MEDIUMTAN MT. SIMON SHALE 695 705 MEDIUMBLUE MT. SIMON 705 735 SOFTTAN MT. SIMON 735 770 V.SOFTTAN Stratigraphy Information Casing Diameter Weight 30 228 118.in. To ft.lbs./ft. 16 683 62.6in. To ft.lbs./ft. 20 373 78.6in. To ft.lbs./ft. 24 284 94.6in. To ft.lbs./ft. Hole Diameter 30 282in. To ft. 24 363in. To ft. 17 770in. To ft. Screen?MakeType 683Open Hole From ft.To ft.770 Static Water Level Pumping Level (below land surface) GAMMA LOGGED 6-28-1993. M.G.S. NO.3459. Material FromAmount To neat cement ft.0 282 ft.17 Cubic yards neat cement ft.0 683 ft.24 Cubic yards neat cement ft.0 360 ft.30 Cubic yards Wellhead Completion Pump Nearest Known Source of Contamination Abandoned Variance Well Contractor Minnesota Well Index Report 520048 HE-01205-15 Printed on 03/15/2023 BAKERPitless adapter manufacturer Model At-grade (Environmental Wells and Borings ONLY) Casing Protection 12 in. above gradeX AMERICAN X Does property have any not in use and not sealed well(s)? Grouting Information Well Grouted?Yes No Not Specified No ft.322 Measureland surface 11/09/1993 ft.393 hrs.9 Pumping at 1080 g.p.m. feet Direction Type Well disinfected upon completion?X Yes Not Installed Date Installed Manufacturer's name Model Number HP Volt Length of drop pipe Capacity Typftg.p. 02/00/1994 12L55-7 125 460 600400 Submersible XYes No Was a variance granted from the MDH for this well?Yes No Licensee Business Lic. or Reg. No.Name of Driller Renner E.H. Well 71015 SIGAFOOS, R. Remarks St.Peter Sandstone Miscellaneous Last Strat Aquifer Depth to Bedrock Located by Locate Method First Bedrock Mt.Simon Sandstone Minnesota Department of Health Mt.Simon 268 Digitization (Screen) - Map (1:24,000) (15 meters or System X Y457303 4988000 ft UTM - NAD83, Zone 15, Meters Unique Number Verification Input Date 06/16/1999Information from Angled Drill Hole Minnesota Unique Well No. County Hennepin MINNESOTA DEPARTMENT OF HEALTH WELL AND BORING RECORD Minnesota Statutes Chapter 1031520048 Entry Date Hamel Quad ID Well Name MEDINA HAMEL 4 Township 118 Range Dir W Section 12 Subsection BCCCBC Mt.SimonLiDAR 1m DEM (MNDNR) Quad Well Depth Depth Completed 457303 Update 268 498800 23 A Depth to Bedrock Static Water LevelElevation1014 ft.ft Use public supply/community 06/03/2022 UTM Northing (Y) UTM Easting (X) 02/09/1994 770 ft. Date Well Completed 770 ft. Geological Interpretation 06/16/1999 Locate MethodField Located By Elev. Method Minnesota Department of Status 11/10/1993 121D Digitization (Screen) - Map (1:24,000) (15 meters Universal Transverse Mercator (UTM) - NAD83 - Zone 15 - Received Date Aquifer Lic/Reg. No. 71015 Open Hole Unique No. Verified Information from owner-phone Andrew Retzler Input Source Input Date Agency (Interpretation)Interpretaion Method 683 770-ftft322 Minnesota Department of Health Cuttings + geophysical log Geological Material From ToColorHardness Thickness From To Stratigraphy Primary Lithology Secondary Minor Lithology Depth (ft.)Elevation (ft.) SAND 0 10SOFTBROWN 10 1014 1004 sand-brown sand CLAY 10 30SOFTGRAY 20 1004 984 clay-gray clay CLAY & STONES 30 80SOFTGRAY 50 984 934 pebbly sand/silt/clay-clay pebbles PACK SAND/GRAVEL 80 135MEDIUMBROWN 55 934 879 sand +larger-brown sand gravel SAND/GRAVEL 135 160MEDIUMBROWN 25 879 854 sand +larger-brown sand gravel CLAY/STONES 160 175MEDIUMGRAY 15 854 839 pebbly sand/silt/clay-clay pebbles SHALE 175 220HARDGREEN 45 839 794 clay-green clay SHALE/SANDSTONE 220 260HARDBROWN 40 794 754 clay+sand-brown clay sand SANDSTONE 260 268MEDIUMBLU/GRN 8 754 746 sand sand SANDSTONE 268 270BLU/GRN 2 746 744 St.Peter Sandstone sandstone SANDSTONE 270 280MEDIUMTAN/BRN 10 744 734 St.Peter Sandstone sandstone SANDSTONE 280 284V.HARDTAN 4 734 730 St.Peter Sandstone sandstone SANDSTONE 284 305SFT-MEDTAN 21 730 709 Jordan Sandstone sandstone SANDSTONE 305 365SOFTTAN/BLU 60 709 649 Jordan Sandstone sandstone SHALE/SANDSTONE 365 370BLUE 5 649 644 Jordan Sandstone sandstone shale ST. LAWRENCE 370 372HARDPINK 2 644 642 Jordan Sandstone sandstone ST. LAWRENCE 372 390HARDPINK 18 642 624 St.Lawrence dolomite siltstone shale FRANCONIA SANDSTONE 390 410MED-HRDVARIED 20 624 604 St.Lawrence siltstone dolomite shale FRANCONIA SANDSTONE 410 461MED-HRDVARIED 51 604 553 Tunnel City Group sandstone shale dolomite STICKY SHALE 461 544HARDGREEN 83 553 470 Tunnel City Group sandstone shale dolomite STICKY SHALE 544 590HARDGREEN 46 470 424 Wonewoc Sandstone sandstone EAU CLAIRE 590 667HARDBRN/PUR 77 424 347 Eau Claire Formation shale sandstone MT. SIMON SANDSTONE 667 672HARDTAN/RED 5 347 342 Eau Claire Formation shale sandstone MT. SIMON SANDSTONE 672 683HARDTAN/RED 11 342 331 Mt.Simon Sandstone sandstone MT. SIMON SANDSTONE 683 695MEDIUMTAN 12 331 319 Mt.Simon Sandstone sandstone MT. SIMON SHALE 695 705MEDIUMBLUE 10 319 309 Mt.Simon Sandstone sandstone shale MT. SIMON SANDSTONE 705 735SOFTTAN 30 309 279 Mt.Simon Sandstone sandstone MT. SIMON SANDSTONE 735 770V.SOFTTAN 35 279 244 Mt.Simon Sandstone sandstone Minnesota Well Index - Stratigraphy Report Printed on 03/15/2023520048 Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH WELL AND BORING REPORT Minnesota Statutes Chapter 1031709925 County Hennepin Entry Date Quad Hamel Update Date 02/08/2016 Quad ID 121D Received Date 09/30/2004 Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed MEDINA 5 118 23 W 12 DDDDCA 242 ft.240 ft.08/12/2004 Elevation 1011 Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid Bentonite Address Use public supply/community Status Active Well Hydrofractured?XYes No From To Welded 1 ft. Casing Type Single casing No X Above/BelowYesDrive Shoe? Joint Contact 2052 24 CR MEDINA MN 55340 Well 3300 BROCKTON LA MEDINA MN 55340 Geological Material From To (ft.)Color Hardness TOP SOIL 0 2 BLACK SANDY CLAY 2 14 BROWN SANDY CLAY 14 41 GRAY SANDY CLAY 41 50 HARDGRAY SAND 50 51 GRAY SANDY CLAY 51 57 HARDGRAY SAND 57 59 VARIED SANDY CLAY 59 86 GRAY SAND & GRAVEL 86 93 GRAY ROCK 93 94 WHITE GRAVEL & CLAY 94 100 GRAY SAND & GRAVEL 100 120 BROWN SAND 120 234 BROWN SAND W/CLAY 234 238 BROWN SANDY CLAY 238 242 GRAY Stratigraphy Information Casing Diameter Weight 12 195 49.5in. To ft.lbs./ft. Hole Diameter 17.242in. To ft. stainlessScreen?Make JOHNSONXType Diameter Slot/Gauze Length Set 12 30in.ft.19545 240 ft.ft. Open Hole From ft.To ft. Static Water Level Pumping Level (below land surface) GAMMA LOGGED 6-15-2004 BY JIM TRAEN. Material FromAmount To neat cement ft.185 ft.2.25 Cubic yards Wellhead Completion Pump Nearest Known Source of Contamination Abandoned Variance Well Contractor Minnesota Well Index Report 709925 HE-01205-15 Printed on 03/15/2023 Pitless adapter manufacturer Model At-grade (Environmental Wells and Borings ONLY) Casing Protection 12 in. above gradeXX X Does property have any not in use and not sealed well(s)? Grouting Information Well Grouted?Yes No Not Specified No ft.106 Measureland surface 08/12/2004 0 feet Direction Type Well disinfected upon completion?X Yes X Not Installed Date Installed Manufacturer's name Model Number HP Volt Length of drop pipe Capacity Typftg.p. XYes No Was a variance granted from the MDH for this well?Yes X No Licensee Business Lic. or Reg. No.Name of Driller L.t.p. Enterprises, Inc.91686 RANUM, C. Remarks Miscellaneous Last Strat Aquifer Depth to Bedrock Located by Locate Method First Bedrock clay+sand-gray Minnesota Geological Survey Quat. buried Digitization (Screen) - Map (1:24,000) (15 meters or System X Y458813 4987139 ft UTM - NAD83, Zone 15, Meters Unique Number Verification Input Date 06/16/2004Tag on well Angled Drill Hole Minnesota Unique Well No. County Hennepin MINNESOTA DEPARTMENT OF HEALTH WELL AND BORING RECORD Minnesota Statutes Chapter 1031709925 Entry Date Hamel Quad ID Well Name MEDINA 5 Township 118 Range Dir W Section 12 Subsection DDDDCA Quat. buried unconf.7.5 minute topographic map (+/- 5 feet) Quad Well Depth Depth Completed 458813 Update 498713 23 A Depth to Bedrock Static Water LevelElevation1011 ft.ft Use public supply/community 02/08/2016 UTM Northing (Y) UTM Easting (X) 242 ft. Date Well Completed 240 ft. Geological Interpretation 06/16/2004 Locate MethodField Located By 09/30/2004 Elev. Method Minnesota Geological Survey Status 08/12/2004 121D Digitization (Screen) - Map (1:24,000) (15 meters Universal Transverse Mercator (UTM) - NAD83 - Zone 15 - Received Date Aquifer Lic/Reg. No. 91686 Open Hole Unique No. Verified Tag on well Bruce Bloomgren Input Source Input Date Agency (Interpretation)Interpretaion Method -ftft106 Minnesota Geological Survey Geologic study 1:24k to 1:100k Geological Material From ToColorHardness Thickness From To Stratigraphy Primary Lithology Secondary Minor Lithology Depth (ft.)Elevation (ft.) TOP SOIL 0 2BLACK 2 1011 1009 Recent deposit-black soil organic deposits SANDY CLAY 2 14BROWN 12 1009 997 clay+sand-brown clay sand SANDY CLAY 14 41GRAY 27 997 970 clay+sand-gray clay sand SANDY CLAY 41 50HARDGRAY 9 970 961 clay+sand-gray clay sand SAND 50 51GRAY 1 961 960 sand-gray sand SANDY CLAY 51 57HARDGRAY 6 960 954 clay+sand-gray clay sand SAND 57 59VARIED 2 954 952 sand sand SANDY CLAY 59 86GRAY 27 952 925 clay+sand-gray clay sand SAND & GRAVEL W/CLAY 86 93GRAY 7 925 918 pebbly sand/silt/clay-sand gravel clay ROCK 93 94WHITE 1 918 917 boulder or boulders-boulder GRAVEL & CLAY 94 100GRAY 6 917 911 pebbly sand/silt/clay-gravel clay SAND & GRAVEL 100 120BROWN 20 911 891 sand +larger-brown sand gravel SAND 120 234BROWN 114 891 777 sand-brown sand SAND W/CLAY 234 238BROWN 4 777 773 clay+sand-brown sand clay SANDY CLAY 238 242GRAY 4 773 769 clay+sand-gray clay sand Minnesota Well Index - Stratigraphy Report Printed on 03/15/2023709925 Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH WELL AND BORING REPORT Minnesota Statutes Chapter 1031747666 County Hennepin Entry Date 01/05/2007 Quad Hamel Update Date 04/16/2015 Quad ID 121D Received Date 07/13/2007 Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed MEDINA 6 118 23 W 12 DDDCCA 385 ft.378 ft.05/01/2007 Elevation 1009 Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid Bentonite Address Use public supply/community Status Active Well Hydrofractured?XYes No From To WeldedCasing Type Step down No X Above/BelowYesDrive Shoe? Joint Contact 2052 24 CR MEDINA MN 55340 Well 3200 BROCKTON LA MEDINA MN 55340 Geological Material From To (ft.)Color Hardness TOP SOIL 0 5 SOFTBLACK CLAY 5 60 SOFTBRN/GRY SILTY CLAY AND 60 120 MEDIUMBROWN SILTY SANDY CLAY &120 224 MEDIUMRED SANDSTONE & SHALE 224 230 MEDIUM SANDSTONE & SHALE 230 310 MEDIUM SANDSTONE & SHALE 310 312 MEDIUM SANDSTONE 312 375 MEDIUMTAN SANDSTONE & SHALE 375 385 MEDIUM Stratigraphy Information Casing Diameter Weight 14 311 78.6in. To ft.lbs./ft. 20 19 54.6in. To ft.lbs./ft. Hole Diameter 20 19in. To ft. 19.312in. To ft. 12.385in. To ft. stainlessScreen?Make JOHNSONXType Diameter Slot/Gauze Length Set 8 40in.ft.31266 378 ft.ft. Open Hole From ft.To ft. Static Water Level Pumping Level (below land surface) GAMMA LOGGED 12-28-2006. M.G.S. NO. 4648. LOGGED BY JIM TRAEN. Material FromAmount To neat cement ft.311 ft.14 Cubic yards Wellhead Completion Pump Nearest Known Source of Contamination Abandoned Variance Well Contractor Minnesota Well Index Report 747666 HE-01205-15 Printed on 03/15/2023 Pitless adapter manufacturer Model At-grade (Environmental Wells and Borings ONLY) Casing Protection 12 in. above gradeX X Does property have any not in use and not sealed well(s)? Grouting Information Well Grouted?Yes No Not Specified No ft.109 Measureland surface 03/20/2007 ft.158 hrs.4 Pumping at 400 g.p.m. 60 feet South Direction Body of water Type Well disinfected upon completion?X Yes X Not Installed Date Installed Manufacturer's name Model Number HP Volt Length of drop pipe Capacity Typftg.p. Yes No Was a variance granted from the MDH for this well?Yes X No Licensee Business Lic. or Reg. No.Name of Driller Bergerson Caswell, Inc. 1767 HOLMEN, G. Remarks St.Peter Sandstone Miscellaneous Last Strat Aquifer Depth to Bedrock Located by Locate Method First Bedrock Jordan Sandstone Minnesota Geological Survey Jordan 230 Digitization (Screen) - Map (1:24,000) (15 meters or System X Y458710 4987132 ft UTM - NAD83, Zone 15, Meters Unique Number Verification Input Date 01/05/2007Info/GPS from data Angled Drill Hole Minnesota Unique Well No. County Hennepin MINNESOTA DEPARTMENT OF HEALTH WELL AND BORING RECORD Minnesota Statutes Chapter 1031747666 Entry Date Hamel Quad ID Well Name MEDINA 6 Township 118 Range Dir W Section 12 Subsection DDDCCA Jordan7.5 minute topographic map (+/- 5 feet) Quad Well Depth Depth Completed 458710 Update 230 498713 23 A Depth to Bedrock Static Water LevelElevation1009 ft.ft Use public supply/community 04/16/2015 UTM Northing (Y) UTM Easting (X) 01/05/2007 385 ft. Date Well Completed 378 ft. Geological Interpretation 01/05/2007 Locate MethodField Located By 07/13/2007 Elev. Method Status 05/01/2007 121D Digitization (Screen) - Map (1:24,000) (15 meters Universal Transverse Mercator (UTM) - NAD83 - Zone 15 - Received Date Aquifer Lic/Reg. No. 1767 Open Hole Unique No. Verified Info/GPS from data source John Mossler Input Source Input Date Agency (Interpretation)Interpretaion Method -ftft109 Minnesota Geological Survey Cuttings + geophysical log Geological Material From ToColorHardness Thickness From To Stratigraphy Primary Lithology Secondary Minor Lithology Depth (ft.)Elevation (ft.) TOP SOIL 0 5SOFTBLACK 5 1009 1004 Recent deposit-black soil organic deposits CLAY 5 60SOFTBRN/GRY 55 1004 949 clay clay SILTY CLAY AND GRAVELS 60 120MEDIUMBROWN 60 949 889 pebbly sand/silt/clay-clay gravel silt SILTY SANDY CLAY &120 224MEDIUMRED 104 889 785 pebbly sand/silt/clay-clay gravel sand SANDSTONE & SHALE 224 230MEDIUM 6 785 779 clay+sand sand clay SANDSTONE & SHALE 230 310MEDIUM 80 779 699 St.Peter Sandstone sandstone shale SANDSTONE & SHALE 310 312MEDIUM 2 699 697 Jordan Sandstone sandstone SANDSTONE 312 375MEDIUMTAN 63 697 634 Jordan Sandstone sandstone SANDSTONE & SHALE 375 385MEDIUM 10 634 624 Jordan Sandstone sandstone shale Minnesota Well Index - Stratigraphy Report Printed on 03/15/2023747666 Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH WELL AND BORING REPORT Minnesota Statutes Chapter 1031759809 County Hennepin Entry Date 03/10/2008 Quad Hamel Update Date 02/10/2016 Quad ID 121D Received Date 09/24/2008 Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed MEDINA 7 118 23 W 12 DDBBCA 410 ft.405 ft.06/09/2008 Elevation 1016 Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Non-specified Rotary Drill Fluid Bentonite Address Use public supply/community Status Active Well Hydrofractured?XYes No From To WeldedCasing Type Single casing No X Above/BelowYesDrive Shoe? Joint Contact 2052 24 CR MEDINA MN 55340 Well 3200 MILL ST MEDINA MN 55340 Geological Material From To (ft.)Color Hardness CLAY/SILT 0 10 SOFTBLACK CLAY 10 50 SOFTGRAY CLAY/GRAVEL 50 60 MEDIUMGRAY CLAY 60 80 MEDIUMGRAY CLAY-ROCKS 80 150 MEDIUMRED SILTY-ROCKS 150 165 SOFTRED SANDY CLAY 165 186 MEDIUMRED SANDY CLAY 186 227 MEDIUMRED SHALE 227 248 MEDIUMRED SHALE & SANDSTONE 248 303 MEDIUMWHITE SHALE & SANDSTONE 303 307 MEDIUMWHITE SANDSTONE 307 320 HARDWHITE SHALEY SANDSTONE 320 340 HARDRED/WHT SANDSTONE 340 405 MEDIUMWHITE SHALE LIMESTONE 405 410 HARD Stratigraphy Information Casing Diameter Weight 14 312 54.5in. To ft.lbs./ft. Hole Diameter 22 310in. To ft. 14 410in. To ft. stainlessScreen?Make JOHNSONXType Diameter Slot/Gauze Length Set 8 40in.ft.31293 405 ft.ft. Open Hole From ft.To ft. Static Water Level Pumping Level (below land surface) GAMMA LOGGED 3-3-2008. M.G.S. NO. 4795. LOGGED BY JIM TRAEN. 155 BAGS OF EA CLAIR # 40 USED TO GRAVEL PACK 8" SCREEN. 08-E-25038 MEDINA WELL NO. 7 PWSID 1270023 Material FromAmount To neat cement ft.310 ft.27 Cubic yards Wellhead Completion Pump Nearest Known Source of Contamination Abandoned Variance Well Contractor Minnesota Well Index Report 759809 HE-01205-15 Printed on 03/15/2023 Pitless adapter manufacturer Model At-grade (Environmental Wells and Borings ONLY) Casing Protection 12 in. above gradeXX X Does property have any not in use and not sealed well(s)? Grouting Information Well Grouted?Yes No Not Specified No ft.119 Measureland surface 06/09/2008 ft.187 hrs.24 Pumping at 800 g.p.m. 125 feet Northwes Direction Body of water Type Well disinfected upon completion?X Yes X Not Installed Date Installed Manufacturer's name Model Number HP Volt Length of drop pipe Capacity Typftg.p. XYes No Was a variance granted from the MDH for this well?Yes X No Licensee Business Lic. or Reg. No.Name of Driller Bergerson Caswell, Inc. 1767 HOLMEN, G. Remarks St.Peter Sandstone Miscellaneous Last Strat Aquifer Depth to Bedrock Located by Locate Method First Bedrock St.Lawrence Formation Minnesota Geological Survey Jordan 186 Digitization (Screen) - Map (1:24,000) (15 meters or System X Y458518 4987464 ft UTM - NAD83, Zone 15, Meters Unique Number Verification Input Date 03/10/2008Info/GPS from data Angled Drill Hole Minnesota Unique Well No. County Hennepin MINNESOTA DEPARTMENT OF HEALTH WELL AND BORING RECORD Minnesota Statutes Chapter 1031759809 Entry Date Hamel Quad ID Well Name MEDINA 7 Township 118 Range Dir W Section 12 Subsection DDBBCA Jordan7.5 minute topographic map (+/- 5 feet) Quad Well Depth Depth Completed 458518 Update 186 498746 23 A Depth to Bedrock Static Water LevelElevation1016 ft.ft Use public supply/community 02/10/2016 UTM Northing (Y) UTM Easting (X) 03/10/2008 410 ft. Date Well Completed 405 ft. Geological Interpretation 03/10/2008 Locate MethodField Located By 09/24/2008 Elev. Method Minnesota Geological Survey Status 06/09/2008 121D Digitization (Screen) - Map (1:24,000) (15 meters Universal Transverse Mercator (UTM) - NAD83 - Zone 15 - Received Date Aquifer Lic/Reg. No. 1767 Open Hole Unique No. Verified Info/GPS from data source John Mossler Input Source Input Date Agency (Interpretation)Interpretaion Method -ftft119 Minnesota Geological Survey Cuttings + geophysical log Geological Material From ToColorHardness Thickness From To Stratigraphy Primary Lithology Secondary Minor Lithology Depth (ft.)Elevation (ft.) CLAY/SILT 0 10SOFTBLACK 10 1016 1006 silt+clay-black clay silt CLAY 10 50SOFTGRAY 40 1006 966 clay-gray clay CLAY/GRAVEL 50 60MEDIUMGRAY 10 966 956 pebbly sand/silt/clay-clay gravel CLAY 60 80MEDIUMGRAY 20 956 936 clay-gray clay CLAY-ROCKS 80 150MEDIUMRED 70 936 866 pebbly sand/silt/clay-clay cobble SILTY-ROCKS 150 165SOFTRED 15 866 851 sand+silt-red cobble silt SANDY CLAY 165 186MEDIUMRED 21 851 830 clay+sand-red clay sand SANDY CLAY 186 227MEDIUMRED 41 830 789 St.Peter Sandstone sandstone SHALE 227 248MEDIUMRED 21 789 768 St.Peter Sandstone sandstone shale SHALE & SANDSTONE 248 303MEDIUMWHITE 55 768 713 St.Peter Sandstone shale sandstone SHALE & SANDSTONE 303 307MEDIUMWHITE 4 713 709 Jordan Sandstone sandstone SANDSTONE 307 320HARDWHITE 13 709 696 Jordan Sandstone sandstone SHALEY SANDSTONE 320 340HARDRED/WHT 20 696 676 Jordan Sandstone sandstone shale SANDSTONE 340 405MEDIUMWHITE 65 676 611 Jordan Sandstone sandstone SHALE LIMESTONE AQUA 405 410HARD 5 611 606 St.Lawrence siltstone dolomite Minnesota Well Index - Stratigraphy Report Printed on 03/15/2023759809 Minnesota Unique Well Number MINNESOTA DEPARTMENT OF HEALTH WELL AND BORING REPORT Minnesota Statutes Chapter 1031814752 County Hennepin Entry Date 12/17/2015 Quad Hamel Update Date 10/02/2019 Quad ID 121D Received Date Well Name Township Range Dir Section Subsection Well Depth Depth Completed Date Well Completed MEDINA 8 118 23 W 13 AADABD 398 ft.398 ft.09/30/2015 Elevation 1011 Elev. Method 7.5 minute topographic map (+/- 5 feet)Drill Method Dual Rotary Drill Fluid Water Address Use public supply/community Status Active Well Hydrofractured?XYes No From To WeldedCasing Type Step down No X Above/BelowYesDrive Shoe? Joint Contact 2052 24 CR MEDINA MN 55340 Well MEDINA MN 55340 Geological Material From To (ft.)Color Hardness TOPSOIL 0 2 SOFTBLACK CLAY 2 10 SOFTYELLOW GRAVEL & CLAY 10 20 MEDIUMBRN/YEL CLAY 20 25 SOFTBROWN CLAY & GRAVEL 25 65 SOFTGRY/BRN CLAY & GRAVEL 65 95 SOFTBROWN GRAVEL WITH CLAY 95 104 MEDIUMGRY/BRN CLAY & ROCKS MIX 104 140 HARDGRY/BRN GRAVEL WITH CLAY 140 155 MEDIUMGRY/BRN COARSE SAND &155 180 SOFTBROWN SILT 180 213 MEDIUMGRAY COARSE SAND &213 235 SOFTBROWN FINE SAND 235 255 SOFTBROWN MED SAND 255 257 SOFTBROWN FINE SAND 257 265 SOFTBROWN MED & COARSE SAND 265 275 SOFTBROWN FINE & MED SAND 275 300 SOFTBROWN FINE & COARSE SAND 300 305 SOFTBROWN FINE SAND 305 315 SOFTBROWN FINE & MED SAND 315 325 SOFTBROWN FINE & MED & COARSE 325 330 SOFTBROWN FINE SAND 330 340 SOFTBROWN FINE & MED SAND 340 363 SOFTBROWN CLAY 363 366 SOFTGRAY FINE & COARSE SAND 366 375 SOFTBRN/GRY FINE SAND & COARSE 375 380 SOFTBRN/GRY FINE & COARSE SAND 380 385 SOFTBRN/GRY FINE SAND 385 395 SOFTBRN/GRY FINE SAND & COARSE 395 398 MED-HRDBRN/GRY Stratigraphy Information Casing Diameter Weight 24 314 94in. To ft.lbs./ft. 18 318 70in. To ft.lbs./ft. stainlessScreen?Make JOHNSONXType Diameter Slot/Gauze Length Set 12 30in.ft.31385 398 ft.ft. Open Hole From ft.To ft. Static Water Level Pumping Level (below land surface) DRILLERS: TONY TRAUT AND NICK ANDERSON. GAMMA LOGGED 1-6-2016. M.G.S. NO. 5541. LOGGED BY JIM TRAEN. Material FromAmount To neat cement ft.314 ft.16.5 Cubic yards Wellhead Completion Pump Nearest Known Source of Contamination Abandoned Variance Well Contractor Minnesota Well Index Report 814752 HE-01205-15 Printed on 03/15/2023 Pitless adapter manufacturer Model At-grade (Environmental Wells and Borings ONLY) Casing Protection 12 in. above gradeX X Does property have any not in use and not sealed well(s)? Grouting Information Well Grouted?Yes No Not Specified No ft.113 Measureland surface 09/30/2015 ft.137 hrs.1 Pumping at 400 g.p.m. 300 feet West Direction Septic tank/drain field Type Well disinfected upon completion?X Yes X Not Installed Date Installed Manufacturer's name Model Number HP Volt Length of drop pipe Capacity Typftg.p. XYes No Was a variance granted from the MDH for this well?Yes X No Licensee Business Lic. or Reg. No.Name of Driller Mark J Traut Wells, Inc. 1404 SEE REMARKS Remarks Miscellaneous Last Strat Aquifer Depth to Bedrock Located by Locate Method First Bedrock sand +larger Minnesota Geological Survey Quat. buried Digitization (Screen) - Map (1:24,000) (15 meters or System X Y458815 4986857 ft UTM - NAD83, Zone 15, Meters Unique Number Verification Input Date 01/15/2016Info/GPS from data Angled Drill Hole Minnesota Unique Well No. County Hennepin MINNESOTA DEPARTMENT OF HEALTH WELL AND BORING RECORD Minnesota Statutes Chapter 1031814752 Entry Date Hamel Quad ID Well Name MEDINA 8 Township 118 Range Dir W Section 13 Subsection AADABD Quat. buried artes.7.5 minute topographic map (+/- 5 feet) Quad Well Depth Depth Completed 458815 Update 498685 23 A Depth to Bedrock Static Water LevelElevation1011 ft.ft Use public supply/community 10/02/2019 UTM Northing (Y) UTM Easting (X) 12/17/2015 398 ft. Date Well Completed 398 ft. Geological Interpretation 01/15/2016 Locate MethodField Located By Elev. Method Minnesota Geological Survey Status 09/30/2015 121D Digitization (Screen) - Map (1:24,000) (15 meters Universal Transverse Mercator (UTM) - NAD83 - Zone 15 - Received Date Aquifer Lic/Reg. No. 1404 Open Hole Unique No. Verified Info/GPS from data source Andrew Retzler Input Source Input Date Agency (Interpretation)Interpretaion Method -ftft113 Minnesota Geological Survey Cuttings + geophysical log Geological Material From ToColorHardness Thickness From To Stratigraphy Primary Lithology Secondary Minor Lithology Depth (ft.)Elevation (ft.) TOPSOIL 0 2SOFTBLACK 2 1011 1009 Recent deposit-black soil organic deposits CLAY 2 10SOFTYELLOW 8 1009 1001 clay-yellow clay GRAVEL & CLAY 10 20MEDIUMBRN/YEL 10 1001 991 pebbly sand/silt/clay gravel clay CLAY 20 25SOFTBROWN 5 991 986 clay-brown clay CLAY & GRAVEL 25 65SOFTGRY/BRN 40 986 946 pebbly sand/silt/clay clay gravel CLAY & GRAVEL 65 95SOFTBROWN 30 946 916 pebbly sand/silt/clay-clay gravel GRAVEL WITH CLAY 95 104MEDIUMGRY/BRN 9 916 907 pebbly sand/silt/clay gravel clay CLAY & ROCKS MIX 104 140HARDGRY/BRN 36 907 871 pebbly sand/silt/clay clay cobble GRAVEL WITH CLAY 140 155MEDIUMGRY/BRN 15 871 856 pebbly sand/silt/clay gravel clay COARSE SAND & GRAVEL 155 180SOFTBROWN 25 856 831 sand +larger-brown sand gravel SILT 180 213MEDIUMGRAY 33 831 798 silt-gray silt COARSE SAND & GRAVEL 213 235SOFTBROWN 22 798 776 sand +larger-brown sand gravel FINE SAND 235 255SOFTBROWN 20 776 756 sand-brown sand MED SAND 255 257SOFTBROWN 2 756 754 sand-brown sand FINE SAND 257 265SOFTBROWN 8 754 746 sand-brown sand MED & COARSE SAND 265 275SOFTBROWN 10 746 736 sand-brown sand FINE & MED SAND 275 300SOFTBROWN 25 736 711 sand-brown sand FINE & COARSE SAND 300 305SOFTBROWN 5 711 706 sand-brown sand FINE SAND 305 315SOFTBROWN 10 706 696 sand-brown sand FINE & MED SAND 315 325SOFTBROWN 10 696 686 sand-brown sand FINE & MED & COARSE 325 330SOFTBROWN 5 686 681 sand-brown sand FINE SAND 330 340SOFTBROWN 10 681 671 sand-brown sand FINE & MED SAND 340 363SOFTBROWN 23 671 648 sand-brown sand CLAY 363 366SOFTGRAY 3 648 645 clay-gray clay FINE & COARSE SAND 366 375SOFTBRN/GRY 9 645 636 sand sand FINE SAND & COARSE 375 380SOFTBRN/GRY 5 636 631 sand +larger sand gravel FINE & COARSE SAND 380 385SOFTBRN/GRY 5 631 626 sand sand FINE SAND 385 395SOFTBRN/GRY 10 626 616 sand sand FINE SAND & COARSE 395 398MED-HRDBRN/GRY 3 616 613 sand +larger sand gravel cobble Minnesota Well Index - Stratigraphy Report Printed on 03/15/2023814752 Appendix B Aquifer Test Data and Analysis              !  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"#$%&'()*++,(--)./ 0 1 2 3 0 &0 (2 4 /5 )6 7 8 9 (2 :&;2 (Ͳ'&/<):8 ,=(0 7 8 +->Ͳ ?2 @ 7 (@ A &<<0 7 &0 &5 5 < 1 Ͳ &0 0 &@ 7 3 B ''&,1 8 C *D B /C (,6 ,8 5 (,0 /(-E &-(+8 9 F ;/-0 /9 G H &0 & ŶĞdžŝƐƚŝŶŐƉƵŵƉŝŶŐƚĞƐƚƚŚĂƚŵĞĞƚƐƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨǁĞůůŚĞĂĚƉƌŽƚĞĐƚŝŽŶƌƵůĞƉĂƌƚϰϳϮϬ͘ϱϱϮϬĂŶĚϭI ƚŚĂƚǁĂƐƉƌĞǀŝŽƵƐůLJĐŽŶĚƵĐƚĞĚŽŶĂǁĞůůĐŽŶŶĞĐƚĞĚƚŽƚŚĞƉƵďůŝĐǁĂƚĞƌƐƵƉƉůLJƐLJƐƚĞŵ͘J K L M N O P N K Q R S T R N K Q P L O P P U V P T L L P O P U L W L X S N W L T L K P O Y Z [L \\U L V ]R W Y P L ^P N Y K W S \L R V W P _`a b I c c a b V K ]P U V P [V O R W L d N Y S O \e ^Y K ]S ^P L ]Y K V K Y P U L W [L \\N K V U e ]W Y Q L Y \Y Q N ^O L P P N K Q ]L P L W T N K L ]f e P U LϮI]L R V W P T L K P P Y f L L X S N d V \L K P IJKLMNOPNKQRSTRNKQPLOPPUVP ]Y L O K Y P T L L P P U L W L X S N W L T L K P O Y Z [L \\U L V ]R W Y P L ^P N Y K W S \L R V W P ϯI _`a b I c c a b V K ]P U V P [V O R W L d N Y S O \e ^Y K ]S ^P L ]Y K g h i V R S f \N ^[V P L W O S R R \e [L \\Y W a i V K Y P U L W [L \\N K VUe]W Y Q L Y \Y Q N ^O L P P N K Q ]L P L W T N K L ]f e P U L ]L R V W P T L K P P Y f L L X S N d V \L K P I džŝƐƚŝŶŐ ƐƉĞĐŝĨŝĐ ĐĂƉĂĐŝƚLJ ƚĞƐƚ;ƐͿ ĐŽŶĚƵĐƚĞĚ ŽŶ ƚŚĞ ƉƵďůŝĐ ǁĂƚĞƌ ƐƵƉƉůLJ ǁĞůů;ƐͿŽƌ ƐƉĞĐŝĨŝĐ ĐĂƉĂĐŝƚLJ ƚĞƐƚƐϰI ĐŽŶĚƵĐƚĞĚ ŽŶ ŽƚŚĞƌ ǁĞůůƐ ŝŶ Ă ŚLJĚƌŽŐĞŽůŽŐŝĐ ƐĞƚƚŝŶŐ ĚĞƚĞƌŵŝŶĞĚ ďLJ ƚŚĞ ĚĞƉĂƌƚŵĞŶƚ ƚŽ ďĞ ĞƋƵŝǀĂůĞŶƚ͘ ϱI J K L M N O P N K Q R S f \N O U L ]P W V K O T N O O N d N P e d V \S L I:8 ,=(0 7 8 +j 8 ,k Ͳ &0 0 &@ 7 +(0 &/<(+*D B /C (,l (-0 6 <&9 C 8 ,6 ,8 5 8 -(+l (-0JRWYRYOL]K L [P L O P P Y f L ^Y K ]S ^P L ]Y K V K L [Y W L M N O P N K Q [L \\^Y K K L ^P L ]P Y P U L R S f \N ^[V P L W O S R R \emIOeOPLTVK]P U V P T L L P O P U L W L X S N W L T L K P O Z Y W \V W Q L W ͲO N n L ][V P L W O e O P L T O o [L \\U L V ]R W Y P L ^P N Y K W S \L R V W P_`a b I c c a b i I p U L P L O P R \V K T S O P f L V R R W Y d L ]f L Z Y W L ^Y K ]S ^P N K Q P U L P L O P IJRWYRYOL]K L [P L O P P Y f L ^Y K ]S ^P L ]Y K V K L [Y W L M N O P N K Q R S f \N ^[L \\^Y K K L ^P L ]P Y P U L R S f \N ^[V P L W`I O S R R \e O e O P L T V K ]P U V P T L L P O P U L W L X S N W L T L K P O Z Y W O T V \\L W ͲO N n L ][V P L W O e O P L T O o [L \\U L V ]R W Y P L ^P N Y KWS\L R V W P _`a b I c c q b i I p U L P L O P R \V K T S O P f L V R R W Y d L ]f L Z Y W L ^Y K ]S ^P N K Q P U L P L O P I r s t u u s v w x y z {|}~x € ✔ ✔ ‚ y ƒx € } ƒx €x „u …„†r u ‡u †‡s u s vr u ‡…‡s u s v Anneka Munsell Digitally signed by Anneka Munsell Date: 2023.10.05 16:26:23 -05'00' ˆ‰Š ‹Œ Ž ‘’“” “•–•“—‘’“” “•Š ˜“ ’“” “•Š ™‹Œ — ‹•Š š ’ ›œ š ž Ÿ  ¡¢£¢¤¥¡¢¦Ÿ ¡§¨ž ©©ª¢«¬ª­®¡¯°±²°³°´µ¶µ·¸°¹¶º»°³¼´·µ¯¶´½°¾¿ Ͳ ÀÁ·´·Â »Â Á ¶Ã ·Â »ÂÄÅ±Æ µ²¶µ·½²¶±Ç ·È É º°¸Ê Ë °°µÌ Á Æ Í ÎÏŵµÅ Â Æ µ²¶µ· ½²¶±Ç ·È É º°¸Ê Ë °°µÌ Á Æ Í ÎIJ¶´³Â ·³³· ¸· µÐ Ì Ä Î Ë µÑ ¿Ò ¶ÐÓÔ»· Ë °²Ä Ç ·È Õ ´°³³Ì Ö Î Ë °°µÆ ¶µ»²¶µ°Ò Ä Ç ·È Õ ´°³³× Ì Ö Î Ë °°µØ Ð Ò ²¶»º·È Ù Å ´Ò »È µ· ¸·µÐ Ì Õ Î Ë µ¿Ò ¶ÐÚ²·Â ¶²Ð Ú Å ²Å ³· µÐ Ì °Û Î Ü Ê Ü Ü ÀÆ°È Å ´Ò ¶²Ð Ú Å ²Å ³·µÐ × × Ì °Ý Î Ü Ê Ü Ü ÀƵŠ²¶µ·¸· µÐ Ì Æ Î Ò ·Â °´³·Å ´º°³³Ù Ç ¶²¶È µ°²·³µ·È Í °¶Õ ¶½°Ì Í Î Ë °°µØ Ð Ò ²¶»º·È ¯°³·³µ¶´È °Ì È Î Ò ¶Ð ³Þ Å µ°³ß Æ Ç ¶Ò °Ò Ë ·°ºÒ ³¶²°²°Ô »·²°Ò Ͳ × Ç Ð Ò ²¶»º·È ¶ººÐ »´È Å ´Ë ·´°Ò ¶Ô »· Ë °²Ͳ × × Ò »¶º±Å ²Å ³·µÐ ¶Ô »·Ë °²Ö °È ¶»³°Å Ë Ë ²¶È µ»²°³Å ²³Å º»µ·Å ´à °¶µÇ °²·´½á °³È ²·Ö °²¶µ·Å ´¶º°Ë Å ²³°º°È µ°Ò  °µÇ Å Ò Ì ³Î Ê Ó µµ¶È Ç Ò Å È »Â °´µ¶µ·Å ´¶´Ò ¶´¶ºÐ ³·³Ê â ã â ä å åæãçâèåéêë ì ê í î ë ï é í ð ì ë ñ ò ñçååâóçæôóõôõæöèç÷ å ó æíø é ï ✔ ù ú û ü ý þ ý ü ü ÿ ú ÿ ü ý û û û ü ú û û ÿ û ú û û ü û  ÿ  ý ý û   û ú û û ü û ÿ ú ú û þ ÿ  ú ÿ  ý ý û ÿ ú ú û þ ÿ  ú ù û ú ÿ ü  ÿ ÿ û ú ú ý û û û ü ú û û ÿ ÿ û   ý ü û   ú ý ÿ ÿ ý ý  ÿ !ÿ ý ÿ û ý ý ÿ ý ÿ ú ý ü û û !ÿ ý  þ  ý ý û  û ÿ "ý ÿ ý ÿ ú ý ü û û !ÿ ý  þ  û ú û û ü û  û ý ý ÿ ÿ "ý ÿ ý ý !ý ý û ÿ ý û þ ú û ü ý þ ý ü ü ÿ ú ÿ ü ý û ÿ  ý ý û  ÿ  û ú û û ü û   û ú û ü ý !û #û ú û û ÿ ý !û ÿ ý ý !ý ü ÿ ü ÿ û þ û û û ý ü û ÿ þ ûý ý ÿ ÿ "ý ÿ ý ý !ý !ÿ û #û ú û û ÿ ý !û ÿ ý ü ü  ü ý !ý ÿ ü ÿ ü ÿ û þ û ú û û ÿ ý !û ÿ ý ý !ý ÿ û û ÿ $ý þ û ý ü % û  þ ý ý ÿ ÿ "ý ÿ ý ü ü  ü ý !ý !ÿ û ü ÿ ü ÿ û þ ý ý ÿ ÿ "ý ÿ ý ü ü  ü ý !ý !ÿ û  û ú û ü ý !û  ÿ û û ÿ $ý þ û ý ü % û û   þ  ˆ‰Š ‹Œ Ž ‘’“” “•–•“—‘’“” “•Š ˜“ ’“” “•Š ™‹Œ — ‹•Š š ’ ›&'()*+,-./)&/(0 )1 2 3 *4 5 /1 6 2 37¤8 ª¦Ÿ ¤9 :;<=>?@ ͲA B C D E F G H G I J KLIMNHO H P Q G ͲM L R S O H P Q GEQGTOFNUQGSIGGJ KQNHPFVDWXYZ [\]Ͳ^[\]Ͳ_`a b c b d e f`g h i c b d e fj•k ‹ l •Œ “•m —•k ——’l • ’“Š —•Š ’“—n •o –o •Š m •Ž Ž ‹•”•‹•“ •Š Œ l ’p •q r “ Ž Š • “ s •m •Ž Ž “ –l •‹k ’”Œ Ž Žm•Ž Ž k —n Œ —m Ž Ž l •–’“ —’‹•Š Š ‹ “t Š Œ —Œ ’Ž Ž • — ’“q ˆ’m Š ’•k —n ••u k — “t ’‹o ‹’o ’k •Š —•k —Š •p Œ —•”‹’–—n • Š •Œ Ž qv q •q w ‹Œ —•x Š ‹Œ — ’“x “ –l •‹’”’l m •Ž Ž k x “—•‹”•‹ “t m •Ž Ž k x •— q y z –Œ o k n ’m “t —n •Ž ’ Œ — ’“’”—n •o –o “t m •Ž ŽŒ“Š Œ “‰’l k •‹p Œ — ’“m •Ž Ž v k y – k —l • “ Ž Š •Š q {Ž Œ “– k —k —Œ —•m n Œ —m Ž Ž l •Š ’“•—’Š k o ’k •’”m •Ž Ž Š k n Œ ‹t •q              !  "#$%&'()*++,(--)./ 0 1 2 3 0 &0 (2 4 /5 )6 7 8 9 (2 :&;2 (Ͳ'&/<):8 ,=(0 7 8 +->Ͳ ?2 @ 7 (@ A &<<0 7 &0 &5 5 < 1 Ͳ &0 0 &@ 7 3 B ''&,1 8 C *D B /C (,6 ,8 5 (,0 /(-E &-(+8 9 F ;/-0 /9 G H &0 & ŶĞdžŝƐƚŝŶŐƉƵŵƉŝŶŐƚĞƐƚƚŚĂƚŵĞĞƚƐƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨǁĞůůŚĞĂĚƉƌŽƚĞĐƚŝŽŶƌƵůĞƉĂƌƚϰϳϮϬ͘ϱϱϮϬĂŶĚϭI ƚŚĂƚǁĂƐƉƌĞǀŝŽƵƐůLJĐŽŶĚƵĐƚĞĚŽŶĂǁĞůůĐŽŶŶĞĐƚĞĚƚŽƚŚĞƉƵďůŝĐǁĂƚĞƌƐƵƉƉůLJƐLJƐƚĞŵ͘J K L M N O P N K Q R S T R N K Q P L O P P U V P T L L P O P U L W L X S N W L T L K P O Y Z [L \\U L V ]R W Y P L ^P N Y K W S \L R V W P _`a b I c c a b V K ]P U V P [V O R W L d N Y S O \e ^Y K ]S ^P L ]Y K V K Y P U L W [L \\N K V U e ]W Y Q L Y \Y Q N ^O L P P N K Q ]L P L W T N K L ]f e P U LϮI]L R V W P T L K P P Y f L L X S N d V \L K P IJKLMNOPNKQRSTRNKQPLOPPUVP ]Y L O K Y P T L L P P U L W L X S N W L T L K P O Y Z [L \\U L V ]R W Y P L ^P N Y K W S \L R V W P ϯI _`a b I c c a b V K ]P U V P [V O R W L d N Y S O \e ^Y K ]S ^P L ]Y K g h i V R S f \N ^[V P L W O S R R \e [L \\Y W a i V K Y P U L W [L \\N K VUe]W Y Q L Y \Y Q N ^O L P P N K Q ]L P L W T N K L ]f e P U L ]L R V W P T L K P P Y f L L X S N d V \L K P I džŝƐƚŝŶŐ ƐƉĞĐŝĨŝĐ ĐĂƉĂĐŝƚLJ ƚĞƐƚ;ƐͿ ĐŽŶĚƵĐƚĞĚ ŽŶ ƚŚĞ ƉƵďůŝĐ ǁĂƚĞƌ ƐƵƉƉůLJ ǁĞůů;ƐͿŽƌ ƐƉĞĐŝĨŝĐ ĐĂƉĂĐŝƚLJ ƚĞƐƚƐϰI ĐŽŶĚƵĐƚĞĚ ŽŶ ŽƚŚĞƌ ǁĞůůƐ ŝŶ Ă ŚLJĚƌŽŐĞŽůŽŐŝĐ ƐĞƚƚŝŶŐ ĚĞƚĞƌŵŝŶĞĚ ďLJ ƚŚĞ ĚĞƉĂƌƚŵĞŶƚ ƚŽ ďĞ ĞƋƵŝǀĂůĞŶƚ͘ ϱI J K L M N O P N K Q R S f \N O U L ]P W V K O T N O O N d N P e d V \S L I:8 ,=(0 7 8 +j 8 ,k Ͳ &0 0 &@ 7 +(0 &/<(+*D B /C (,l (-0 6 <&9 C 8 ,6 ,8 5 8 -(+l (-0JRWYRYOL]K L [P L O P P Y f L ^Y K ]S ^P L ]Y K V K L [Y W L M N O P N K Q [L \\^Y K K L ^P L ]P Y P U L R S f \N ^[V P L W O S R R \emIOeOPLTVK]P U V P T L L P O P U L W L X S N W L T L K P O Z Y W \V W Q L W ͲO N n L ][V P L W O e O P L T O o [L \\U L V ]R W Y P L ^P N Y K W S \L R V W P_`a b I c c a b i I p U L P L O P R \V K T S O P f L V R R W Y d L ]f L Z Y W L ^Y K ]S ^P N K Q P U L P L O P IJRWYRYOL]K L [P L O P P Y f L ^Y K ]S ^P L ]Y K V K L [Y W L M N O P N K Q R S f \N ^[L \\^Y K K L ^P L ]P Y P U L R S f \N ^[V P L W`I O S R R \e O e O P L T V K ]P U V P T L L P O P U L W L X S N W L T L K P O Z Y W O T V \\L W ͲO N n L ][V P L W O e O P L T O o [L \\U L V ]R W Y P L ^P N Y KWS\L R V W P _`a b I c c q b i I p U L P L O P R \V K T S O P f L V R R W Y d L ]f L Z Y W L ^Y K ]S ^P N K Q P U L P L O P I r s t u u s v w x y z {|}~x € ✔ ‚ y ƒx € } ƒx €x „u …„†r u ‡u †‡s u s vr u ‡…‡s u s vAnneka Munsell Digitally signed by Anneka Munsell Date: 2023.10.05 16:24:41 -05'00' ˆ‰Š ‹Œ Ž ‘’“” “•–•“—‘’“” “•Š ˜“ ’“” “•Š ™‹Œ — ‹•Š š ’ ›œ š ž Ÿ  ¡¢£¢¤¥¡¢¦Ÿ ¡§¨ž ©©ª¢«¬ª­®¡¯°±²°³°´µ¶µ·¸°¹¶º»°³¼´·µ¯¶´½°¾¿ Ͳ ÀÁ·´·Â »Â Á ¶Ã ·Â »ÂÄÅ±Æ µ²¶µ·½²¶±Ç ·È É º°¸Ê Ë °°µÌ Á Æ Í ÎÏŵµÅ Â Æ µ²¶µ· ½²¶±Ç ·È É º°¸Ê Ë °°µÌ Á Æ Í ÎIJ¶´³Â ·³³· ¸· µÐ Ì Ä Î Ë µÑ ¿Ò ¶ÐÓÔ»· Ë °²Ä Ç ·È Õ ´°³³Ì Ö Î Ë °°µÆ ¶µ»²¶µ°Ò Ä Ç ·È Õ ´°³³× Ì Ö Î Ë °°µØ Ð Ò ²¶»º·È Ù Å ´Ò »È µ· ¸·µÐ Ì Õ Î Ë µ¿Ò ¶ÐÚ²·Â ¶²Ð Ú Å ²Å ³· µÐ Ì °Û Î Ü Ê Ü Ü ÀÆ°È Å ´Ò ¶²Ð Ú Å ²Å ³·µÐ × × Ì °Ý Î Ü Ê Ü Ü ÀƵŠ²¶µ·¸· µÐ Ì Æ Î Ò ·Â °´³·Å ´º°³³Ù Ç ¶²¶È µ°²·³µ·È Í °¶Õ ¶½°Ì Í Î Ë °°µØ Ð Ò ²¶»º·È ¯°³·³µ¶´È °Ì È Î Ò ¶Ð ³Þ Å µ°³ß Æ Ç ¶Ò °Ò Ë ·°ºÒ ³¶²°²°Ô »·²°Ò Ͳ × Ç Ð Ò ²¶»º·È ¶ººÐ »´È Å ´Ë ·´°Ò ¶Ô »· Ë °²Ͳ × × Ò »¶º±Å ²Å ³·µÐ ¶Ô »·Ë °²Ö °È ¶»³°Å Ë Ë ²¶È µ»²°³Å ²³Å º»µ·Å ´à °¶µÇ °²·´½á °³È ²·Ö °²¶µ·Å ´¶º°Ë Å ²³°º°È µ°Ò  °µÇ Å Ò Ì ³Î Ê Ó µµ¶È Ç Ò Å È »Â °´µ¶µ·Å ´¶´Ò ¶´¶ºÐ ³·³Ê â ã ä å æ æåããçè é ç ê ç è ë ì í ç è ê é ëãîïïäð ñëò çóå ô õ ó ✔ ö ÷ ø ù ú û ü ý þ ý û û û ÿ þ ø  ù   ù ÷  ù ù ú ú  ÷ ú ú ÷   ù ÷ ù ú ú û û ý ÷  ý þ ý ý û ø  ÷ ù ÷ þ  ø ÷ ù ú ù ù ú ù ù ø  ù   ÷   ù  ÷  ù  ù ÷ ÷ ÷ ú  ù ÷ ÷ù ù ÷ ÷ ú ù ø ÷ ú ù ÷ ÷ ö ö ÷ ø ù ú ý ü ý ÿ þ ø  ù   ù ÷  ù ù ú ú  ÷ ú ú ÷ ø  ÷ ù ÷ þ  ø ÷ ù ú ù ù ú ù ù ø  ù   ÷   ù  ÷  ù  ù ÷ ÷ ÷ ú  ù ÷ ÷ ù ù ÷ ÷ ú ù ø ÷ ú ù ÷ ÷ ö  ÷  ÷  ù ú ù ÷  ÷  ÷ ù   !ù ø ö ÷ ø ù ú ý ü ý ÿ ø ø  ÷  ÷  ù ú ù ÷ øö÷øùúûüýþýûûûÿ"    ú ú ù ù ÷ ù ù ÷ ù #÷  ù  ÷  ø   ÷ ú ù  ÷ ù ø ø  ù ÷ ö ÷ ø ù ú û ü ý þ ý û û û $ø ÷ %&ÿ ÷  ö ÷ ø ù ú ý ü ý $ø &ÿ #ù ù ù  ÷ ù ÷  ø    ÷ ú ú ÷ ù ø ù ÷ ù ÷ ù  ù ø ø ø ÷  ø ÷ %ø ø ÷  ø   ù ø ÷ ù #ù ù ù  ÷ ù  ÷ ú      ÷ ú ú ÷ ù ø ù ù ù  ÷ ù ÷  ø   ÷  ø  ù ú ù ÷ ù   !ù ü ý  ÿ   ù ø ÷ ù $÷ ú    ù   ù ù ù  ÷ ù  ù ú ' ÷   ÷ ù ø ø  ù ÷ ö ÷ ø ù ú û ü ý þ ý û û û ÿ  ˆ‰Š ‹Œ Ž ‘’“” “•–•“—‘’“” “•Š ˜“ ’“” “•Š ™‹Œ — ‹•Š š ’ ›()*+,-./0 1 +(1 *2 +3 4 5 ,6 7 1 3 8 4 59¤:ª¦Ÿ ¤;<=>?@ A B ͲC D E F G H I J I K L MNKOPJQ J R S I ͲO N T U Q J R S IGSIVQHPWSIUKIIL MSPJRHXFYZ[\]^_Ͳ`]^_Ͳabcdedfg hbijkedfg hl•m ‹ n •Œ “•o —•m ——’n • ’“Š —•Š ’“—p •q –q •Š o •Ž Ž ‹•”•‹•“ •Š Œ n ’r •s t “ Ž Š • “ u •o •Ž Ž “ –n •‹m ’”Œ Ž Žo•Ž Ž m —p Œ —o Ž Ž n •–’“ —’‹•Š Š ‹ “v Š Œ —Œ ’Ž Ž • — ’“s ˆ’o Š ’•m —p ••w m — “v ’‹q ‹’q ’m •Š —•m —Š •r Œ —•”‹’–—p • Š •Œ Ž sx s •s y ‹Œ —•z Š ‹Œ — ’“z “ –n •‹’”’n o •Ž Ž m z “—•‹”•‹ “v o •Ž Ž m z •— s {|–Œ q m p ’o “v —p •Ž ’ Œ — ’“’”—p •q –q “v o •Ž ŽŒ“Š Œ “‰’n m •‹r Œ — ’“o •Ž Ž x m {– m —n • “ Ž Š •Š s }Ž Œ “– m —m —Œ —•o p Œ —o Ž Ž n •Š ’“•—’Š m q ’m •’”o •Ž Ž Š m p Œ ‹v •s              !  "#$%&'()*++,(--)./ 0 1 2 3 0 &0 (2 4 /5 )6 7 8 9 (2 :&;2 (Ͳ'&/<):8 ,=(0 7 8 +->Ͳ ?2 @ 7 (@ A &<<0 7 &0 &5 5 < 1 Ͳ &0 0 &@ 7 3 B ''&,1 8 C *D B /C (,6 ,8 5 (,0 /(-E &-(+8 9 F ;/-0 /9 G H &0 & ŶĞdžŝƐƚŝŶŐƉƵŵƉŝŶŐƚĞƐƚƚŚĂƚŵĞĞƚƐƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨǁĞůůŚĞĂĚƉƌŽƚĞĐƚŝŽŶƌƵůĞƉĂƌƚϰϳϮϬ͘ϱϱϮϬĂŶĚϭI ƚŚĂƚǁĂƐƉƌĞǀŝŽƵƐůLJĐŽŶĚƵĐƚĞĚŽŶĂǁĞůůĐŽŶŶĞĐƚĞĚƚŽƚŚĞƉƵďůŝĐǁĂƚĞƌƐƵƉƉůLJƐLJƐƚĞŵ͘J K L M N O P N K Q R S T R N K Q P L O P P U V P T L L P O P U L W L X S N W L T L K P O Y Z [L \\U L V ]R W Y P L ^P N Y K W S \L R V W P _`a b I c c a b V K ]P U V P [V O R W L d N Y S O \e ^Y K ]S ^P L ]Y K V K Y P U L W [L \\N K V U e ]W Y Q L Y \Y Q N ^O L P P N K Q ]L P L W T N K L ]f e P U LϮI]L R V W P T L K P P Y f L L X S N d V \L K P IJKLMNOPNKQRSTRNKQPLOPPUVP ]Y L O K Y P T L L P P U L W L X S N W L T L K P O Y Z [L \\U L V ]R W Y P L ^P N Y K W S \L R V W P ϯI _`a b I c c a b V K ]P U V P [V O R W L d N Y S O \e ^Y K ]S ^P L ]Y K g h i V R S f \N ^[V P L W O S R R \e [L \\Y W a i V K Y P U L W [L \\N K VUe]W Y Q L Y \Y Q N ^O L P P N K Q ]L P L W T N K L ]f e P U L ]L R V W P T L K P P Y f L L X S N d V \L K P I džŝƐƚŝŶŐ ƐƉĞĐŝĨŝĐ ĐĂƉĂĐŝƚLJ ƚĞƐƚ;ƐͿ ĐŽŶĚƵĐƚĞĚ ŽŶ ƚŚĞ ƉƵďůŝĐ ǁĂƚĞƌ ƐƵƉƉůLJ ǁĞůů;ƐͿŽƌ ƐƉĞĐŝĨŝĐ ĐĂƉĂĐŝƚLJ ƚĞƐƚƐϰI ĐŽŶĚƵĐƚĞĚ ŽŶ ŽƚŚĞƌ ǁĞůůƐ ŝŶ Ă ŚLJĚƌŽŐĞŽůŽŐŝĐ ƐĞƚƚŝŶŐ ĚĞƚĞƌŵŝŶĞĚ ďLJ ƚŚĞ ĚĞƉĂƌƚŵĞŶƚ ƚŽ ďĞ ĞƋƵŝǀĂůĞŶƚ͘ ϱI J K L M N O P N K Q R S f \N O U L ]P W V K O T N O O N d N P e d V \S L I:8 ,=(0 7 8 +j 8 ,k Ͳ &0 0 &@ 7 +(0 &/<(+*D B /C (,l (-0 6 <&9 C 8 ,6 ,8 5 8 -(+l (-0JRWYRYOL]K L [P L O P P Y f L ^Y K ]S ^P L ]Y K V K L [Y W L M N O P N K Q [L \\^Y K K L ^P L ]P Y P U L R S f \N ^[V P L W O S R R \emIOeOPLTVK]P U V P T L L P O P U L W L X S N W L T L K P O Z Y W \V W Q L W ͲO N n L ][V P L W O e O P L T O o [L \\U L V ]R W Y P L ^P N Y K W S \L R V W P_`a b I c c a b i I p U L P L O P R \V K T S O P f L V R R W Y d L ]f L Z Y W L ^Y K ]S ^P N K Q P U L P L O P IJRWYRYOL]K L [P L O P P Y f L ^Y K ]S ^P L ]Y K V K L [Y W L M N O P N K Q R S f \N ^[L \\^Y K K L ^P L ]P Y P U L R S f \N ^[V P L W`I O S R R \e O e O P L T V K ]P U V P T L L P O P U L W L X S N W L T L K P O Z Y W O T V \\L W ͲO N n L ][V P L W O e O P L T O o [L \\U L V ]R W Y P L ^P N Y KWS\L R V W P _`a b I c c q b i I p U L P L O P R \V K T S O P f L V R R W Y d L ]f L Z Y W L ^Y K ]S ^P N K Q P U L P L O P I r s t u u s v w x y z {|}~x € ✔ ‚ y ƒx € } ƒx €x „u …„†r u ‡u †‡s u s vr u ‡…‡s u s vAnneka Munsell Digitally signed by Anneka Munsell Date: 2023.10.05 16:23:35 -05'00' ˆ‰Š ‹Œ Ž ‘’“” “•–•“—‘’“” “•Š ˜“ ’“” “•Š ™‹Œ — ‹•Š š ’ ›œ š ž Ÿ  ¡¢£¢¤¥¡¢¦Ÿ ¡§¨ž ©©ª¢«¬ª­®¡¯°±²°³°´µ¶µ·¸°¹¶º»°³¼´·µ¯¶´½°¾¿ Ͳ ÀÁ·´·Â »Â Á ¶Ã ·Â »ÂÄÅ±Æ µ²¶µ·½²¶±Ç ·È É º°¸Ê Ë °°µÌ Á Æ Í ÎÏŵµÅ Â Æ µ²¶µ· ½²¶±Ç ·È É º°¸Ê Ë °°µÌ Á Æ Í ÎIJ¶´³Â ·³³· ¸· µÐ Ì Ä Î Ë µÑ ¿Ò ¶ÐÓÔ»· Ë °²Ä Ç ·È Õ ´°³³Ì Ö Î Ë °°µÆ ¶µ»²¶µ°Ò Ä Ç ·È Õ ´°³³× Ì Ö Î Ë °°µØ Ð Ò ²¶»º·È Ù Å ´Ò »È µ· ¸·µÐ Ì Õ Î Ë µ¿Ò ¶ÐÚ²·Â ¶²Ð Ú Å ²Å ³· µÐ Ì °Û Î Ü Ê Ü Ü ÀÆ°È Å ´Ò ¶²Ð Ú Å ²Å ³·µÐ × × Ì °Ý Î Ü Ê Ü Ü ÀƵŠ²¶µ·¸· µÐ Ì Æ Î Ò ·Â °´³·Å ´º°³³Ù Ç ¶²¶È µ°²·³µ·È Í °¶Õ ¶½°Ì Í Î Ë °°µØ Ð Ò ²¶»º·È ¯°³·³µ¶´È °Ì È Î Ò ¶Ð ³Þ Å µ°³ß Æ Ç ¶Ò °Ò Ë ·°ºÒ ³¶²°²°Ô »·²°Ò Ͳ × Ç Ð Ò ²¶»º·È ¶ººÐ »´È Å ´Ë ·´°Ò ¶Ô »· Ë °²Ͳ × × Ò »¶º±Å ²Å ³·µÐ ¶Ô »·Ë °²Ö °È ¶»³°Å Ë Ë ²¶È µ»²°³Å ²³Å º»µ·Å ´à °¶µÇ °²·´½á °³È ²·Ö °²¶µ·Å ´¶º°Ë Å ²³°º°È µ°Ò  °µÇ Å Ò Ì ³Î Ê Ó µµ¶È Ç Ò Å È »Â °´µ¶µ·Å ´¶´Ò ¶´¶ºÐ ³·³Ê â ã äåæâçèéãäêêë ì íîï è ð é ✔ ñ ò ó ô ò õ ö ó ô ÷ ø õ ù ú û ú ü ô ò õ ý þ ÿ ô þ ô õ ú ó ò ø õ ù þ ú ÿ ÿ ó ý ô ú û   ô ÿ ÿ õ þ ö ò ø ú û ý ú ó ý ÿ ò ò ý ý ÷ ú þ õ þ ò ú ó ü ô ûõþòøúô û ô õ ó ú ý ó ô ò õ ý þ ý þ ý ò ù ý þ ò ó õ ò ú ÿ õ ö þ õ õ ù ô þ ò û ò ý ô õ ú ó ò ó ô þ ÿ õ ÿ ÿ õ ü õ ò ú ÷ ó ú ÿ ú þ ò ô ò õ ü ú ò ó ô þ ÿ õ ÿ ÿ õ ü õ ò ù ô û ù û ô ò ú ó ý ÿ ÷ ú ù õ õ ù ù ô ÷ ô ù õ ò ò ú ÿ ò õ þ ô ú û   ú ÷ ó ú ÿ ú þ ò ô ò õ ü ú ø ó ô û õ ù ù ý þ ù ò õ ü õ ò ù ô û ù û ô ò ú ó ý ó ú ÷ ó ú ÿ ú þ ò ô ò õ ü ú ò ó ô þ ÿ õ ÿ ÿ õ ü õ ò ô þ ô õ ú ó ò ø õ ù þ ú ÿ ÿ ý ó ý ÿ õ ò ú ÿ ò õ ô ò ú ô û ÿ ý ù ý þ ÿ õ ÿ ò ú þ ò õ ò ø ó ú ÷ ó ú ÿ ú þ ò ô ò õ ý þ õ þ ú ò ó ý ý ú û  ˆ‰Š ‹Œ Ž ‘’“” “•–•“—‘’“” “•Š ˜“ ’“” “•Š ™‹Œ — ‹•Š š ’ › !"#$$%&'()*$&+'(,¤-ª¦Ÿ ¤./0 1 2 3 4 5 Ͳ6 7 8 9 :;<=<>?@A>B C =D =E F <ͲB A G H D =E F <:F <I D ;C J F <H ><<?@FC=E ;K 9 L M N O P Q R ͲSPQRͲTUVWXWYZ [U \]^X W Y Z [_•` ‹ a •Œ “•b —•`——’a • ’“Š —•Š ’“—c •d –d •Š b •Ž Ž ‹•”•‹•“ •Š Œ a ’e •f g “ Ž Š • “ h •b •Ž Ž “ –a •‹`’”Œ Ž Žb•Ž Ž `—c Œ —b Ž Ž a •–’“ —’‹•Š Š ‹ “i Š Œ —Œ ’Ž Ž • — ’“f ˆ’b Š ’•`—c ••j `— “i ’‹d ‹’d ’`•Š —•`—Š •e Œ —•”‹’–—c • Š •Œ Ž fk f •f l ‹Œ —•m Š ‹Œ — ’“m “ –a •‹’”’a b •Ž Ž `m “—•‹”•‹ “i b •Ž Ž `m •— f n o –Œ d `c ’b “i —c •Ž ’ Œ — ’“’”—c •d –d “i b •Ž ŽŒ“Š Œ “‰’a `•‹e Œ — ’“b •Ž Ž k `n – `—a • “ Ž Š •Š f p Ž Œ “– `—`—Œ —•b c Œ —b Ž Ž a •Š ’“•—’Š `d ’`•’”b •Ž Ž Š ` c Œ ‹i •f              !  "#$%&'()*++,(--)./ 0 1 2 3 0 &0 (2 4 /5 )6 7 8 9 (2 :&;2 (Ͳ'&/<):8 ,=(0 7 8 +->Ͳ ?2 @ 7 (@ A &<<0 7 &0 &5 5 < 1 Ͳ &0 0 &@ 7 3 B ''&,1 8 C *D B /C (,6 ,8 5 (,0 /(-E &-(+8 9 F ;/-0 /9 G H &0 & ŶĞdžŝƐƚŝŶŐƉƵŵƉŝŶŐƚĞƐƚƚŚĂƚŵĞĞƚƐƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨǁĞůůŚĞĂĚƉƌŽƚĞĐƚŝŽŶƌƵůĞƉĂƌƚϰϳϮϬ͘ϱϱϮϬĂŶĚϭI ƚŚĂƚǁĂƐƉƌĞǀŝŽƵƐůLJĐŽŶĚƵĐƚĞĚŽŶĂǁĞůůĐŽŶŶĞĐƚĞĚƚŽƚŚĞƉƵďůŝĐǁĂƚĞƌƐƵƉƉůLJƐLJƐƚĞŵ͘J K L M N O P N K Q R S T R N K Q P L O P P U V P T L L P O P U L W L X S N W L T L K P O Y Z [L \\U L V ]R W Y P L ^P N Y K W S \L R V W P _`a b I c c a b V K ]P U V P [V O R W L d N Y S O \e ^Y K ]S ^P L ]Y K V K Y P U L W [L \\N K V U e ]W Y Q L Y \Y Q N ^O L P P N K Q ]L P L W T N K L ]f e P U LϮI]L R V W P T L K P P Y f L L X S N d V \L K P IJKLMNOPNKQRSTRNKQPLOPPUVP ]Y L O K Y P T L L P P U L W L X S N W L T L K P O Y Z [L \\U L V ]R W Y P L ^P N Y K W S \L R V W P ϯI _`a b I c c a b V K ]P U V P [V O R W L d N Y S O \e ^Y K ]S ^P L ]Y K g h i V R S f \N ^[V P L W O S R R \e [L \\Y W a i V K Y P U L W [L \\N K VUe]W Y Q L Y \Y Q N ^O L P P N K Q ]L P L W T N K L ]f e P U L ]L R V W P T L K P P Y f L L X S N d V \L K P I džŝƐƚŝŶŐ ƐƉĞĐŝĨŝĐ ĐĂƉĂĐŝƚLJ ƚĞƐƚ;ƐͿ ĐŽŶĚƵĐƚĞĚ ŽŶ ƚŚĞ ƉƵďůŝĐ ǁĂƚĞƌ ƐƵƉƉůLJ ǁĞůů;ƐͿŽƌ ƐƉĞĐŝĨŝĐ ĐĂƉĂĐŝƚLJ ƚĞƐƚƐϰI ĐŽŶĚƵĐƚĞĚ ŽŶ ŽƚŚĞƌ ǁĞůůƐ ŝŶ Ă ŚLJĚƌŽŐĞŽůŽŐŝĐ ƐĞƚƚŝŶŐ ĚĞƚĞƌŵŝŶĞĚ ďLJ ƚŚĞ ĚĞƉĂƌƚŵĞŶƚ ƚŽ ďĞ ĞƋƵŝǀĂůĞŶƚ͘ ϱI J K L M N O P N K Q R S f \N O U L ]P W V K O T N O O N d N P e d V \S L I:8 ,=(0 7 8 +j 8 ,k Ͳ &0 0 &@ 7 +(0 &/<(+*D B /C (,l (-0 6 <&9 C 8 ,6 ,8 5 8 -(+l (-0JRWYRYOL]K L [P L O P P Y f L ^Y K ]S ^P L ]Y K V K L [Y W L M N O P N K Q [L \\^Y K K L ^P L ]P Y P U L R S f \N ^[V P L W O S R R \emIOeOPLTVK]P U V P T L L P O P U L W L X S N W L T L K P O Z Y W \V W Q L W ͲO N n L ][V P L W O e O P L T O o [L \\U L V ]R W Y P L ^P N Y K W S \L R V W P_`a b I c c a b i I p U L P L O P R \V K T S O P f L V R R W Y d L ]f L Z Y W L ^Y K ]S ^P N K Q P U L P L O P IJRWYRYOL]K L [P L O P P Y f L ^Y K ]S ^P L ]Y K V K L [Y W L M N O P N K Q R S f \N ^[L \\^Y K K L ^P L ]P Y P U L R S f \N ^[V P L W`I O S R R \e O e O P L T V K ]P U V P T L L P O P U L W L X S N W L T L K P O Z Y W O T V \\L W ͲO N n L ][V P L W O e O P L T O o [L \\U L V ]R W Y P L ^P N Y KWS\L R V W P _`a b I c c q b i I p U L P L O P R \V K T S O P f L V R R W Y d L ]f L Z Y W L ^Y K ]S ^P N K Q P U L P L O P I r s t u u s v w x y z {|}~x € ✔ ‚ y ƒx € } ƒx €x „u …„†r u ‡u †‡s u s vr u ‡…‡s u s vAnneka Munsell Digitally signed by Anneka Munsell Date: 2023.10.05 16:28:19 -05'00' ˆ‰Š ‹Œ Ž ‘’“” “•–•“—‘’“” “•Š ˜“ ’“” “•Š ™‹Œ — ‹•Š š ’ ›œ š ž Ÿ  ¡¢£¢¤¥¡¢¦Ÿ ¡§¨ž ©©ª¢«¬ª­®¡¯°±²°³°´µ¶µ·¸°¹¶º»°³¼´·µ¯¶´½°¾¿ Ͳ ÀÁ·´·Â »Â Á ¶Ã ·Â »ÂÄÅ±Æ µ²¶µ·½²¶±Ç ·È É º°¸Ê Ë °°µÌ Á Æ Í ÎÏŵµÅ Â Æ µ²¶µ· ½²¶±Ç ·È É º°¸Ê Ë °°µÌ Á Æ Í ÎIJ¶´³Â ·³³· ¸· µÐ Ì Ä Î Ë µÑ ¿Ò ¶ÐÓÔ»· Ë °²Ä Ç ·È Õ ´°³³Ì Ö Î Ë °°µÆ ¶µ»²¶µ°Ò Ä Ç ·È Õ ´°³³× Ì Ö Î Ë °°µØ Ð Ò ²¶»º·È Ù Å ´Ò »È µ· ¸·µÐ Ì Õ Î Ë µ¿Ò ¶ÐÚ²·Â ¶²Ð Ú Å ²Å ³· µÐ Ì °Û Î Ü Ê Ü Ü ÀÆ°È Å ´Ò ¶²Ð Ú Å ²Å ³·µÐ × × Ì °Ý Î Ü Ê Ü Ü ÀƵŠ²¶µ·¸· µÐ Ì Æ Î Ò ·Â °´³·Å ´º°³³Ù Ç ¶²¶È µ°²·³µ·È Í °¶Õ ¶½°Ì Í Î Ë °°µØ Ð Ò ²¶»º·È ¯°³·³µ¶´È °Ì È Î Ò ¶Ð ³Þ Å µ°³ß Æ Ç ¶Ò °Ò Ë ·°ºÒ ³¶²°²°Ô »·²°Ò Ͳ × Ç Ð Ò ²¶»º·È ¶ººÐ »´È Å ´Ë ·´°Ò ¶Ô »· Ë °²Ͳ × × Ò »¶º±Å ²Å ³·µÐ ¶Ô »·Ë °²Ö °È ¶»³°Å Ë Ë ²¶È µ»²°³Å ²³Å º»µ·Å ´à °¶µÇ °²·´½á °³È ²·Ö °²¶µ·Å ´¶º°Ë Å ²³°º°È µ°Ò  °µÇ Å Ò Ì ³Î Ê Ó µµ¶È Ç Ò Å È »Â °´µ¶µ·Å ´¶´Ò ¶´¶ºÐ ³·³Ê â ã ääããåæ ç è éêëââì íèî ï ✔ ð ñ ò ó ñ ô õ ò ó ö ÷ ô ø ù ú ù û ó ñ ô ü ý þ ó ý ÿ ó ô ù ò ñ ÷ ô ø ý ù þ þ ò ü ó ù ú   ù ú ú ú ü õ ù ö ò ù þ ù ý ñ ó ñ ô û ù ñ ò ó ý þ ô þ þ ô û ô ñ ü ñ ó ô ý ù ÿ ò ü þ ö ù ø ô ô ø ø ó ö ó ø ô ñ ñ ù þ ñ ó ñ ó ù ú   ù ö ò ù þ ù ý ñ ó ñ ô û ù ÷ ÿ ò ó ú ô ø ø ü ý ÿ ø ñ ô û ô ñ ø ó ú ø ú ó ñ ù ÿ ò ü ò ù ö ò ù þ ù ý ñ ó ñ ô û ù ñ ò ó ý þ ô þ þ ô û ô ñ ó ý ÿ ü ÿ ù ú ù ÿ ó ô ù ò ñ ÷ ô ø ý ù þ þ ñ ü ò ü þ ô ñ ù þ ñ ô ó ñ ù ÿ ó ú þ ü ø ü ý þ ô þ ñ ù ý ñ ô ñ ÷ ò ù ö ò ù þ ù ý ñ ó ñ ô ü ý ô ý ù ñ ò ü ü ÿ ù ú  ˆ‰Š ‹Œ Ž ‘’“” “•–•“—‘’“” “•Š ˜“ ’“” “•Š ™‹Œ — ‹•Š š ’ ›  !"#$%& "'#$(¤)ª¦Ÿ ¤*+,-./0 1 Ͳ2 3 4 5 6 7 8 9 8 :;<=:>?9 @ 9 A B 8 Ͳ>=C D @ 9 A B 86B8E@7?F B 8 D :8 8 ;<B ?9 A 7 G 5 H I J K L M N ͲOLMNͲPQRSTSUV WQXYZTSUV W[•\ ‹ ]•Œ “•^—•\——’]• ’“Š —•Š ’“—_•` –`•Š ^•Ž Ž ‹•”•‹•“ •Š Œ ]’a •b c “ Ž Š • “ d •^•Ž Ž “ –]•‹\’”Œ Ž Ž^•Ž Ž \—_Œ —^ Ž Ž ]•–’“ —’‹•Š Š ‹ “e Š Œ —Œ ’Ž Ž • — ’“b ˆ’^Š ’•\—_••f \— “e ’‹`‹’`’\•Š —•\—Š •a Œ —•”‹’–—_• Š •Œ Ž bg b •b h ‹Œ —•i Š ‹Œ — ’“i “ –]•‹’”’]^•Ž Ž \i “—•‹”•‹ “e ^•Ž Ž \i •— b j k –Œ `\_’^ “e —_•Ž ’ Œ — ’“’”—_•` –` “e ^•Ž ŽŒ“Š Œ “‰’]\•‹a Œ — ’“^•Ž Ž g \j – \—]• “ Ž Š •Š b l Ž Œ “– \—\—Œ —•^_Œ —^ Ž Ž ]•Š ’“•—’Š \`’\•’”^•Ž Ž Š \ _Œ ‹e •b Appendix C Groundwater Model Details P:\Mpls\23 MN\27\23271961 Medina Part 1 WHPP Amdmt\WorkFiles\Report\Appendices\C-Groundwater Model Details\01 Groundwater Model Details.docx Model files are included in Appendix G; however, discussion of some model details is included here. The model domain is shown on Figure C1. Bedrock Representation Bedrock formation top and bottom elevations were extracted from surfaces developed by the Minnesota Geological Survey in the Hennepin County Hydrogeologic Atlas at the refined grid cell centers. The model domain includes two north-northeast trending fault zones with variable offset across them. These fault zones were implemented in the model as isotropic zones one cell wide. In addition, bedrock units with sufficient vertical offset across a fault zone were represented in different model layers. This approach attempted to capture the discontinuity of thinner bedrock units across the fault zones and differences in hydraulic properties horizontally across the fault zones. The bedrock units represented in each layer are listed in Table C1A for a west-east cross section near Medina and in Table C1B for a west-east cross section near Spring Park. Unconsolidated Representation Layer thicknesses and hydraulic properties for the unconsolidated deposits were retained from Metro Model 3. Where the updated top of bedrock surface fell below the bottom of unconsolidated deposits from Metro Model 3, leaving a gap, the hydraulic properties for unconsolidated deposits in nearby model cells were extrapolated. Transmissivity near City Wells Aquifer transmissivity near City wells was adjusted to reflect the properties listed in Appendix B. Table C2 lists the baseline and sensitivity analysis properties applied in the model. Boundary Conditions Consistent with Metro Model 3, recharge was represented using the unsaturated zone flow (UZF) package. Lakes were represented using the river (RIV) package. High-capacity wells were represented using the multi-aquifer well (MAW) package. Pumping rates for the City were assigned as listed in Table 3 of the main report. Other high-capacity wells in the model domain were assigned the average pumping rate from 2017-2021 as listed in Table C3. The groundwater flow exchange (EXG) package was used to link Metro Model 3 to the local model. Layer elevations were adjusted in a ring two cells wide in the local model to aid in the connection of model cells with the exchange package. Much of the model edge had relatively small adjustments, but the layer offsets associated with the Douglas and Pine Faults caused larger, more abrupt changes in layer elevation and thickness in those areas. Evaluation of Model Comparison of simulated and observed heads is shown on Figure C2. Model-wide calibration of hydraulic properties was not completed. Localized adjustment of recharge and river conductance was used to reduce spatial bias near the middle of the model domain. Head targets near the edges of the model domain, particularly where the Douglas and Pine Faults intersect the edges of the model, were matched well where simulated groundwater flow was impacted by layer connections to Metro Model 3. Groundwater flow directions are consistent with regional hydrogeology, that is groundwater flow is to the southeast toward the regional sink, the Minnesota River. The model’s representation of transmissivities and groundwater flow directions near the City were deemed adequate for the purposes of WHPA delineation. Figure C2 Simulated vs. observed heads De ephave n Independence Long Lake Lorett o Ma plePlain Minnetonka Mound Orono Plymouth SaintBonifacius Way za ta Excelsior Greenwood Me dina Mi nnetonka B each Mi nnetrista Shorewood Spri ng Park Tonka Ba y Woodland !. !.!. !. !. !. !.!. !. !.!. MEDINA HAMEL 4 MEDINA HAMEL 5 MEDINA HAMEL 6 MEDINA HAMEL 3 MEDINA INDEPEND ENCE 1 MEDINA HAMEL 7 MEDINA MORN INGSIDE 2 MEDINA MORN INGSIDE 1 MEDINA HAMEL 2 MEDINA INDEPEND ENCE 2 MEDINA HAMEL 8 Unnamed Paleozoic Fault Douglas Fault Pine Fault Pine Fault Barr Footer: ArcGIS 10.9.1, 2023-09-29 11:23 File: I:\Projects\23\2 7\1961\Maps \Reports\Medina_Pt1\Figure C1 - Model Domain.mxd User : ele MODEL DOMAIN WHPP Par t 1 AmendmentCity of Medina FI GURE C1 0 1 2 Miles !;N !.Medina W ell GWF Exchan ge Max Grid Refinement Major Fault Grid Spacing (m ) 500 250 125 62.5 31.25 15.625 7.8125 P:\Mpls\23 MN\27\23271961 Medina Part 1 WHPP Amdmt\WorkFiles\Report\Appendices\C-Groundwater Model Details\03 Table C1 Bedrock Representation.docx Table C1A Bedrock Representation near Medina Model layer Modeled Unit West of Douglas Fault Modeled Unit Between Douglas and Pine Faults Modeled Unit East of Pine Fault 3 St. Peter St. Peter St. Peter 4 Basal St. Peter Jordan Basal St. Peter 5 Prairie du Chien, Shakopee St. Lawrence Prairie du Chien, Shakopee 6 Prairie du Chien, Oneota Tunnel City, Mazomanie Prairie du Chien, Oneota 7 Jordan Tunnel City, Lone Rock Jordan 8 Vertical flow-through Vertical flow-through Vertical flow-through 9 St. Lawrence Vertical flow-through St. Lawrence 10 Vertical flow-through Wonewoc Vertical flow-through 11 Tunnel City, Mazomanie Vertical flow-through Tunnel City, Mazomanie 12 Tunnel City, Lone Rock Eau Claire Tunnel City, Lone Rock 13 Wonewoc Mt. Simon (upper) Wonewoc 14 Eau Claire Mt. Simon (middle) Eau Claire 15 Mt. Simon Mt. Simon (lower) Mt. Simon Table C1B Bedrock Representation near Spring Park Model layer Modeled Unit West of Pine Fault Modeled Unit Between Pine and Unnamed Paleozoic Faults Modeled Unit East of Unnamed Paleozoic Fault 3 St. Peter Prairie du Chien, Oneota St. Peter 4 Jordan Jordan Basal St. Peter 5 St. Lawrence Vertical flow-through Prairie du Chien, Shakopee 6 Tunnel City, Mazomanie Vertical flow-through Prairie du Chien, Oneota 7 Tunnel City, Lone Rock St. Lawrence Jordan 8 Vertical flow-through Tunnel City, Mazomanie Vertical flow-through 9 Vertical flow-through Vertical flow-through St. Lawrence 10 Wonewoc Tunnel City, Lone Rock Vertical flow-through 11 Vertical flow-through Vertical flow-through Tunnel City, Mazomanie 12 Eau Claire Wonewoc Tunnel City, Lone Rock 13 Mt. Simon (upper) Eau Claire Wonewoc 14 Mt. Simon (middle) Mt. Simon (upper) Eau Claire 15 Mt. Simon (lower) Mt. Simon (lower) Mt. Simon P:\Mpls\23 MN\27\23271961 Medina Part 1 WHPP Amdmt\WorkFiles\Report\Appendices\C-Groundwater Model Details\individual pdfs\04 Table C2 Transmissivities.docx Table C2 Sensitivity Values Medina Part 1 WHPP Amendment Aquifer Baseline Transmissivity (m2/d) Low Transmissivity (m2/d) High Transmissivity (m2/d) Modeled Thickness (m) Baseline Hydraulic Conductivity (m/d) Low Hydraulic Conductivity (m/d) High Hydraulic Conductivity (m/d) Unconfined Buried Quaternary (QBUA) 1,413 707 2,120 24.5 57.7 28.8 87 Artesian Buried Quaternary (QBAA) 2,176 607 7,808 30.5 (25-52.9) 71.4 (41.1-87.1) 19.9 (11.5-24.2) 256 (148-313) Jordan (CJDN) 226 113 338 24 9.4 4.7 14.1 Tunnel City (CTCG) 48.6 24.3 72.9 44 1.1 0.55 1.65 Wonewoc (CTCW) 18.6 9.3 27.8 16.8 1.1 0.55 1.65 Mt. Simon (CMTS) 428 214 642 42 10.2 5.1 15.3 Table C3 High-Capacity Pumping Wells Medina WHPP Amendment Unique Number Well Name Aquifer Pumping Rate (m3/day) 100219 Medina Independence 1 (Emergency)Quaternary Buried Artesian 15.30 112238 Maple Plain 3 Mt. Simon 353.97 122239 Medina Hamel 3 Tunnel City-Wonewoc 205.03 122298 Shorewood 6 Prairie du Chien 10.06 150351 Minnetonka 15A Prairie du Chien-Jordan 1,589.59 158087 Medina Hamel 2 (Disconnected)St. Lawrence-Wonewoc 5.19 161408 Minnetrista 3 St. Lawrence-Mt. Simon 172.22 161414 Shorewood 3 Prairie du Chien-Jordan 435.40 165595 Spring Park 3 Mt. Simon 737.30 171021 Minnetonka 3A Prairie du Chien-Jordan 653.88 204470 Minnetonka 3 Jordan 760.10 205170 Woodhill Country Club 1 Prairie du Chien-St Lawrence 96.56 205624 Minnetonka Beach 2 Jordan 187.93 205627 Orono 1 Jordan 1,101.93 205657 Tonka Bay 2 St. Peter-Jordan 276.28 205674 Excelsior 1 Prairie du Chien-Jordan 354.45 206931 Wayzata 3 Quaternary Buried Artesian 760.58 206932 Wayzata 4 Prairie du Chien-St Lawrence 975.47 206933 Long Lake 2 Jordan 319.35 206994 Mound 3 Prairie du Chien-Jordan 1,124.51 207090 Maple Plain 1 Tunnel City-Wonewoc 1.45 208009 Medina Morningside 1 Quaternary Buried Artesian 25.27 208016 Minnetonka 15 Prairie du Chien-Jordan 1,296.41 208024 Minnetonka Beach 1 Jordan 228.30 208853 Wayzata Country Club Prairie du Chien-Jordan 423.21 208864 Minnetrista 1 Tunnel City-Mt. Simon 412.57 211965 Orono 2 Quaternary Buried Artesian 29.22 223349 Tonka Bay 1 Prairie du Chien-Jordan 254.80 223378 Medina Morningside 2 Quaternary Buried Artesian 48.96 224642 Spring Park 1 Tunnel City-Mt. Simon 271.64 224643 Spring Park 2 Jordan 434.04 232331 Shorewood 1 St. Peter-St. Lawrence 185.61 232336 Excelsior 3 Prairie du Chien-Jordan 652.47 233999 Medina Golf & Country Club 2 Quaternary Buried Artesian 55.48 234000 Medina Golf & Country Club 1 Jordan 61.29 236616 Baker Evergreen Golf Course St. Lawrence 23.65 240146 Burl Oaks Golf Club Tunnel City-Wonewoc 25.48 255880 Cargill Crosby Road Pond St. Peter-Tunnel City 2.36 448765 Medina Independence 2 Quaternary Buried Artesian 162.19 497387 Wayzata 5 Prairie du Chien-St Lawrence 1,147.10 509097 Orono 3 Prairie du Chien-Jordan 461.62 520048 Medina Hamel 4 Mt. Simon 798.72 578940 Woodhill Country Club 2 Prairie du Chien-St Lawrence 107.72 589643 Spring Hill Golf Club Prairie du Chien-Jordan 167.67 596647 Loretto 3 Tunnel City-Wonewoc 203.70 610452 Orono (610452)Prairie du Chien 46.26 625301 Rubinger, Nicole & Adam Quaternary Buried Artesian 3.52 667910 Long Lake 1A Prairie du Chien-Jordan 380.57 Pate 1 of 2 P:\Mpls\23 MN\27\23271961 Medina Part 1 WHPP Amdmt\WorkFiles\Report\Appendices\C-Groundwater Model Details\05 Table C3 - Updated Pumping.xlsx Table C3 High-Capacity Pumping Wells Medina WHPP Amendment Unique Number Well Name Aquifer Pumping Rate (m3/day) 696906 Nilfisk-Advance Inc Quaternary Buried Unconfined 57.47 699091 Mound 8 Quaternary Buried Unconfined 1,129.44 705716 Griffin, Bob St. Lawrence-Tunnel City 38.54 709925 Medina Hamel 5 Quaternary Water Table 244.78 747666 Medina Hamel 6 Jordan 578.38 759809 Medina Hamel 7 Jordan 337.81 773228 Baker Championship Golf Course Tunnel City-Wonewoc 49.48 773393 Minnetrista 2A Tunnel City-Wonewoc 156.69 778048 Plymouth 17 Prairie du Chien 1,684.67 814752 Medina Hamel 8 Quaternary Buried Artesian 939.49 815287 Gleason Farms Georgetown Tunnel City-Eau Claire 5.63 821940 Orono 4 Prairie du Chien-Jordan 468.11 824078 Maple Plain 4 Tunnel City-Wonewoc 241.67 Pate 2 of 2 P:\Mpls\23 MN\27\23271961 Medina Part 1 WHPP Amdmt\WorkFiles\Report\Appendices\C-Groundwater Model Details\05 Table C3 - Updated Pumping.xlsx Appendix D MDH Well Vulnerability Assessments HennepinCOUNTY:23 WRANGE:SECTION:12 BCCC QUARTERS:118TOWNSHIP NUMBER: 5PWSID:1270023 TIER: SYSTEM NAME:Medina WHP RANK: 00122239WELL NAME:Well Hamel #3 UNIQUE WELL #: 625 Robert St. N. St. Paul MN 55155 P.O. Box 64975 St. Paul MN 55164 - 0975 MINNESOTA DEPARTMENT OF HEALTH SECTION OF DRINKING WATER PROTECTION SWP Vulnerability Rating CRITERIA DESCRIPTION POINTS Tunnel City-WonewocAquifer Name(s) : DNR Geologic Sensitivity Rating Low: L Score 18: Geologic Data From : : Construction Method Rotary/Drilled: Casing Depth 420: Well Depth 590: Casing grouted into borehole?Yes Cement grout between casings?Not applicable All casings extend to land surface?Yes Gravel - packed casings?No Wood or masonry casing?No Holes or cracks in casing?No Isolation distance violations? 150Pumping Rate : Pathogen Detected? Surface Water Characteristics? Non-THMS VOCs detected? Pesticides detected? Unknown:Carbon 14 age COMMENTS Previous tritium result <0.8 on 5/14/2009. 0 0 0 0 0 0 0 0 0 0 5 NOT VULNERABLE NOT VULNERABLE 0 0 0 5 NOT VULNERABLE Wellhead Protection Score : Wellhead Protection Vulnerability Rating : Vulnerability Overridden : <.4 08/01/1984:Maximum nitrate detected NOT VULNERABLE <.8 10/11/2019:Maximum tritium detected NOT VULNERABLE Well Record Year Constructed 1983 10/5/2023Date Report Generated:Page:1 HennepinCOUNTY:23 WRANGE:SECTION:12 BCD QUARTERS:118TOWNSHIP NUMBER: 5PWSID:1270023 TIER: SYSTEM NAME:Medina WHP RANK: 00520048WELL NAME:Well Hamel #4 UNIQUE WELL #: 625 Robert St. N. St. Paul MN 55155 P.O. Box 64975 St. Paul MN 55164 - 0975 MINNESOTA DEPARTMENT OF HEALTH SECTION OF DRINKING WATER PROTECTION SWP Vulnerability Rating CRITERIA DESCRIPTION POINTS Mt. SimonAquifer Name(s) : DNR Geologic Sensitivity Rating Low: L Score 24: Geologic Data From : : Construction Method Cable Tool/Bored: Casing Depth 683: Well Depth 770: Casing grouted into borehole?Yes Cement grout between casings?Yes All casings extend to land surface?Yes Gravel - packed casings?No Wood or masonry casing?No Holes or cracks in casing?No Isolation distance violations? 600Pumping Rate : Pathogen Detected? Surface Water Characteristics? Non-THMS VOCs detected? Pesticides detected? Unknown:Carbon 14 age COMMENTS 0 0 0 0 0 0 0 0 0 0 10 NOT VULNERABLE NOT VULNERABLE 0 0 0 10 NOT VULNERABLE Wellhead Protection Score : Wellhead Protection Vulnerability Rating : Vulnerability Overridden : <.05 10/07/1994:Maximum nitrate detected NOT VULNERABLE <.8 08/05/2019:Maximum tritium detected NOT VULNERABLE Well Record Year Constructed 1993 10/5/2023Date Report Generated:Page:2 HennepinCOUNTY:RANGE:SECTION:QUARTERS:TOWNSHIP NUMBER: 5PWSID:1270023 TIER: SYSTEM NAME:Medina WHP RANK: 00709925WELL NAME:Well Hamel #5 UNIQUE WELL #: 625 Robert St. N. St. Paul MN 55155 P.O. Box 64975 St. Paul MN 55164 - 0975 MINNESOTA DEPARTMENT OF HEALTH SECTION OF DRINKING WATER PROTECTION SWP Vulnerability Rating CRITERIA DESCRIPTION POINTS Quaternary Buried Unconf. AquiferAquifer Name(s) : DNR Geologic Sensitivity Rating Medium: L Score 0: Geologic Data From : : Construction Method Rotary/Drilled: Casing Depth 195: Well Depth 242: Casing grouted into borehole?Yes Cement grout between casings?Not applicable All casings extend to land surface?Yes Gravel - packed casings?No Wood or masonry casing?No Holes or cracks in casing?Unknown Isolation distance violations? 400Pumping Rate : Pathogen Detected? Surface Water Characteristics? Non-THMS VOCs detected? Pesticides detected? Unknown:Carbon 14 age COMMENTS 0 0 10 0 0 0 0 0 0 0 5 NOT VULNERABLE NOT VULNERABLE 0 0 0 15 NOT VULNERABLE Wellhead Protection Score : Wellhead Protection Vulnerability Rating : Vulnerability Overridden : <.05 08/03/2005:Maximum nitrate detected NOT VULNERABLE <.8 08/05/2019:Maximum tritium detected NOT VULNERABLE Well Record Year Constructed 2004 10/5/2023Date Report Generated:Page:3 HennepinCOUNTY:RANGE:SECTION:QUARTERS:TOWNSHIP NUMBER: 5PWSID:1270023 TIER: SYSTEM NAME:Medina WHP RANK: 00747666WELL NAME:Well Hamel #6 UNIQUE WELL #: 625 Robert St. N. St. Paul MN 55155 P.O. Box 64975 St. Paul MN 55164 - 0975 MINNESOTA DEPARTMENT OF HEALTH SECTION OF DRINKING WATER PROTECTION SWP Vulnerability Rating CRITERIA DESCRIPTION POINTS JordanAquifer Name(s) : DNR Geologic Sensitivity Rating Low: L Score 5: Geologic Data From : : Construction Method Rotary/Drilled: Casing Depth 311: Well Depth 378: Casing grouted into borehole?Yes Cement grout between casings?Yes All casings extend to land surface?Yes Gravel - packed casings?No Wood or masonry casing?No Holes or cracks in casing?Unknown Isolation distance violations? 400Pumping Rate : Pathogen Detected? Surface Water Characteristics? Non-THMS VOCs detected? Pesticides detected? Unknown:Carbon 14 age COMMENTS 0 0 5 0 0 0 0 0 0 0 5 NOT VULNERABLE NOT VULNERABLE 0 0 0 10 NOT VULNERABLE Wellhead Protection Score : Wellhead Protection Vulnerability Rating : Vulnerability Overridden : <.05 06/02/2014:Maximum nitrate detected NOT VULNERABLE <.8 08/05/2019:Maximum tritium detected NOT VULNERABLE Well Record Year Constructed 2007 10/5/2023Date Report Generated:Page:4 HennepinCOUNTY:RANGE:SECTION:QUARTERS:TOWNSHIP NUMBER: 5PWSID:1270023 TIER: SYSTEM NAME:Medina WHP RANK: 00759809WELL NAME:Well Hamel #7 UNIQUE WELL #: 625 Robert St. N. St. Paul MN 55155 P.O. Box 64975 St. Paul MN 55164 - 0975 MINNESOTA DEPARTMENT OF HEALTH SECTION OF DRINKING WATER PROTECTION SWP Vulnerability Rating CRITERIA DESCRIPTION POINTS JordanAquifer Name(s) : DNR Geologic Sensitivity Rating Low: L Score 15: Geologic Data From : : Construction Method Rotary/Drilled: Casing Depth 312: Well Depth 405: Casing grouted into borehole?Yes Cement grout between casings?Not applicable All casings extend to land surface?Yes Gravel - packed casings?No Wood or masonry casing?No Holes or cracks in casing?No Isolation distance violations? 800Pumping Rate : Pathogen Detected? Surface Water Characteristics? Non-THMS VOCs detected? Pesticides detected? Unknown:Carbon 14 age COMMENTS 0 0 5 0 0 0 0 0 0 0 10 NOT VULNERABLE NOT VULNERABLE 0 0 0 15 NOT VULNERABLE Wellhead Protection Score : Wellhead Protection Vulnerability Rating : Vulnerability Overridden : <.05 06/02/2014:Maximum nitrate detected NOT VULNERABLE <.8 08/05/2019:Maximum tritium detected NOT VULNERABLE Well Record Year Constructed 2008 10/5/2023Date Report Generated:Page:5 HennepinCOUNTY:RANGE:SECTION:QUARTERS:TOWNSHIP NUMBER: 5PWSID:1270023 TIER: SYSTEM NAME:Medina WHP RANK: 00814752WELL NAME:Well Hamel #8 UNIQUE WELL #: 625 Robert St. N. St. Paul MN 55155 P.O. Box 64975 St. Paul MN 55164 - 0975 MINNESOTA DEPARTMENT OF HEALTH SECTION OF DRINKING WATER PROTECTION SWP Vulnerability Rating CRITERIA DESCRIPTION POINTS Quaternary Buried Artesian AquiferAquifer Name(s) : DNR Geologic Sensitivity Rating Low: L Score 3: Geologic Data From : : Construction Method Rotary/Drilled: Casing Depth 318: Well Depth 398: Casing grouted into borehole?Yes Cement grout between casings?Not applicable All casings extend to land surface?Yes Gravel - packed casings?No Wood or masonry casing?No Holes or cracks in casing?No Isolation distance violations? 1200Pumping Rate : Pathogen Detected? Surface Water Characteristics? Non-THMS VOCs detected? Pesticides detected? Unknown:Carbon 14 age COMMENTS 20 0 5 0 0 0 0 0 0 0 20 NOT VULNERABLE NOT VULNERABLE 0 0 0 45 NOT VULNERABLE Wellhead Protection Score : Wellhead Protection Vulnerability Rating : Vulnerability Overridden : Unknown:Maximum nitrate detected 0 <.8 06/16/2020:Maximum tritium detected NOT VULNERABLE Year Constructed 2015 10/5/2023Date Report Generated:Page:6 HennepinCOUNTY:23 WRANGE:SECTION:18 BBDC QUARTERS:118TOWNSHIP NUMBER: 5PWSID:1270023 TIER: SYSTEM NAME:Medina WHP RANK: 00100219WELL NAME:Well Independence #1 UNIQUE WELL #: 625 Robert St. N. St. Paul MN 55155 P.O. Box 64975 St. Paul MN 55164 - 0975 MINNESOTA DEPARTMENT OF HEALTH SECTION OF DRINKING WATER PROTECTION SWP Vulnerability Rating CRITERIA DESCRIPTION POINTS Quaternary Buried Artesian AquiferAquifer Name(s) : DNR Geologic Sensitivity Rating Very low: L Score 5: Geologic Data From : : Construction Method Rotary/Drilled: Casing Depth 200: Well Depth 240: Casing grouted into borehole?Yes Cement grout between casings?Not applicable All casings extend to land surface?Yes Gravel - packed casings?No Wood or masonry casing?No Holes or cracks in casing?No Isolation distance violations? 600Pumping Rate : Pathogen Detected? Surface Water Characteristics? Non-THMS VOCs detected? Pesticides detected? Unknown:Carbon 14 age COMMENTS 15 0 10 0 0 0 0 0 0 0 10 0 0 0 0 0 35 NOT VULNERABLE Wellhead Protection Score : Wellhead Protection Vulnerability Rating : Vulnerability Overridden : <.4 07/20/1989:Maximum nitrate detected 0 Unknown:Maximum tritium detected 0 Well Record Year Constructed 1975 10/5/2023Date Report Generated:Page:7 HennepinCOUNTY:23 WRANGE:SECTION:18 BAA QUARTERS:118TOWNSHIP NUMBER: 5PWSID:1270023 TIER: SYSTEM NAME:Medina WHP RANK: 00448765WELL NAME:Well Independence #2 UNIQUE WELL #: 625 Robert St. N. St. Paul MN 55155 P.O. Box 64975 St. Paul MN 55164 - 0975 MINNESOTA DEPARTMENT OF HEALTH SECTION OF DRINKING WATER PROTECTION SWP Vulnerability Rating CRITERIA DESCRIPTION POINTS Quaternary Buried Artesian AquiferAquifer Name(s) : DNR Geologic Sensitivity Rating Low: L Score 1: Geologic Data From : : Construction Method Rotary/Drilled: Casing Depth 201: Well Depth 241: Casing grouted into borehole?Yes Cement grout between casings?Not applicable All casings extend to land surface?Yes Gravel - packed casings?No Wood or masonry casing?No Holes or cracks in casing?No Isolation distance violations? 130Pumping Rate : Pathogen Detected? Surface Water Characteristics? Non-THMS VOCs detected? Pesticides detected? Unknown:Carbon 14 age COMMENTS Previous tritium result of <0.8Tu on 07/09/1991. 15 0 5 0 0 0 0 0 0 0 5 NOT VULNERABLE NOT VULNERABLE 0 0 0 25 NOT VULNERABLE Wellhead Protection Score : Wellhead Protection Vulnerability Rating : Vulnerability Overridden : <.05 11/09/1993:Maximum nitrate detected NOT VULNERABLE <.8 08/05/2019:Maximum tritium detected NOT VULNERABLE Well Record Year Constructed 1988 10/5/2023Date Report Generated:Page:8 HennepinCOUNTY:23 WRANGE:SECTION:28 ADBB QUARTERS:118TOWNSHIP NUMBER: 5PWSID:1270023 TIER: SYSTEM NAME:Medina WHP RANK: 00208009WELL NAME:Well Morningside #1 UNIQUE WELL #: 625 Robert St. N. St. Paul MN 55155 P.O. Box 64975 St. Paul MN 55164 - 0975 MINNESOTA DEPARTMENT OF HEALTH SECTION OF DRINKING WATER PROTECTION SWP Vulnerability Rating CRITERIA DESCRIPTION POINTS Quaternary Buried Artesian AquiferAquifer Name(s) : DNR Geologic Sensitivity Rating Very low: L Score 14: Geologic Data From : : Construction Method : Casing Depth 187: Well Depth 205: Casing grouted into borehole?Unknown Cement grout between casings?Not applicable All casings extend to land surface?Yes Gravel - packed casings?Unknown Wood or masonry casing?No Holes or cracks in casing?No Isolation distance violations? 90Pumping Rate : Pathogen Detected? Surface Water Characteristics? Non-THMS VOCs detected? Pesticides detected? Unknown:Carbon 14 age COMMENTS NOT VULNERABLE BASED ON TRITIUM ASSESSMENT FROM THE OTHER WELL. 0 5 10 5 0 0 0 0 0 0 5 NOT VULNERABLE NOT VULNERABLE 0 0 0 35 NOT VULNERABLE Jim Walsh Wellhead Protection Score : Wellhead Protection Vulnerability Rating : Vulnerability Overridden : 1.1 11/01/1974:Maximum nitrate detected NOT VULNERABLE <.8 08/05/2019:Maximum tritium detected NOT VULNERABLE Well Record Year Constructed 1961 10/5/2023Date Report Generated:Page:9 HennepinCOUNTY:23 WRANGE:SECTION:28 ADBB QUARTERS:118TOWNSHIP NUMBER: 5PWSID:1270023 TIER: SYSTEM NAME:Medina WHP RANK: 00223378WELL NAME:Well Morningside #2 UNIQUE WELL #: 625 Robert St. N. St. Paul MN 55155 P.O. Box 64975 St. Paul MN 55164 - 0975 MINNESOTA DEPARTMENT OF HEALTH SECTION OF DRINKING WATER PROTECTION SWP Vulnerability Rating CRITERIA DESCRIPTION POINTS Quaternary Buried Artesian AquiferAquifer Name(s) : DNR Geologic Sensitivity Rating Very low: L Score 14: Geologic Data From : : Construction Method Cable Tool/Bored: Casing Depth 185: Well Depth 204: Casing grouted into borehole?Unknown Cement grout between casings?Not applicable All casings extend to land surface?Yes Gravel - packed casings?Unknown Wood or masonry casing?No Holes or cracks in casing?No Isolation distance violations? 220Pumping Rate : Pathogen Detected? Surface Water Characteristics? Non-THMS VOCs detected? Pesticides detected? Unknown:Carbon 14 age COMMENTS NITRATE DATA FROM GWRD. Previous tritium result of <0.8TU on 07/09/1991. 0 0 10 0 0 0 0 0 0 0 5 NOT VULNERABLE NOT VULNERABLE 0 0 0 15 NOT VULNERABLE Wellhead Protection Score : Wellhead Protection Vulnerability Rating : Vulnerability Overridden : <.1:Maximum nitrate detected NOT VULNERABLE <.8 05/08/2006:Maximum tritium detected NOT VULNERABLE Well Record Year Constructed 1960 10/5/2023Date Report Generated:Page:10 Appendix E Aquifer Vulnerability Supporting Information @A@A MEDINA INDEPENDENCE 1MEDINA INDEPENDENCE 2 Barr Footer: ArcGIS 10.9.1, 2023-09-29 13:04 File: I:\Projects\23\27\1961\Maps\Reports\Medina_Pt1\Figure F2 - Northeast L Scores.mxd User: ele L-SCORES, INDEPENDENCEWELLFIELDWHPP Part 1City of Medina FIGURE E1 0 1,000 2,000 3,000 Feet !;N L-Score GeologicSensitivity High Medium Low @A Medina Municipal Wells WHPA Geologic Sensitivity Low Municipal Boundary @A @A@A @A @A @A @A MEDINA HAMEL 4 MEDINA 5MEDINA 6 MEDINA HAMEL 3 MEDINA 7 MEDINA HAMEL 2 MEDINA 8 Barr Footer: ArcGIS 10.9.1, 2023-09-29 13:04 File: I:\Projects\23\27\1961\Maps\Reports\Medina_Pt1\Figure F1 - Northwest L Scores.mxd User: ele L-SCORESHAMEL WELLFIELDWHPP Part 1City of Medina FIGURE E1 0 1,000 2,000 Feet !;N L-Score GeologicSensitivity High Medium Low @A Medina Municipal Wells WHPA Geologic Sensitivity Low Municipal Boundary @A@A MEDINA MORNINGSIDE 2MEDINA MORNINGSIDE 1 Barr Footer: ArcGIS 10.9.1, 2023-09-29 11:28 File: I:\Projects\23\27\1961\Maps\Reports\Medina_Pt1\Figure F3 - South L Scores.mxd User: ele L-SCORESMORNINGSIDE WELLFIELDWHPP Part 1City of Medina FIGURE E3 0 500 1,000 Feet !;N L-Score GeologicSensitivity High Medium Low @A Medina Municipal Wells WHPA Geologic Sensitivity Low Municipal Boundary Appendix F Groundwater Model Files and GIS Shapefiles Planning Department Update Page 1 of 2 February 6, 2024 City Council Meeting TO: Mayor Martin and Members of the City Council FROM: Dusty Finke, Planning Director DATE: February 15, 2024 MEETING: February 20, 2024 City Council SUBJECT: Planning Department Updates Land Use Application Review A) Meander Park and Boardwalk – Meander Rd, east of Arrowhead Dr – Medina Ventures has requested another amendment to the Planned Unit Development for the project to add a mezzanine level to the event venue. This would increase the height of the first story, and increase the overall height of the structure to approximately 50 feet. City regulations do not currently permit height above 45 feet, so the applicant has requested that the PUD allow for this height. The Planning Commission held a public hearing at the February 13 meeting. Following a thorough discussion about potential implications, the Commission unanimously recommended approval with additional conditions. Staff intends to present to Council on March 6. B) 500 Hamel Road Apartment Site Plan Review – Medina Apartments LLC has requested review of a site plan review for development of an 89-unit apartment building at 500 Hamel Rd. The application is currently incomplete for review. The Planning Commission was scheduled to review at the December 12 meeting. The developer requested postponement of the hearing, and staff is waiting to hear back on the schedule. C) Spotless and Seamless Site Plan Review – 2382 Highway 55 – Spotless and Seamless Exteriors have requested approval of a Site Plan Review to construct a new warehouse/office building. The applicant proposes to demolish the existing motel and redevelop the site. The application is currently incomplete for review and will be scheduled for hearing when necessary information is submitted. D) 1225 Maplewood Concept Plan – John and Lisa James have requested review of a concept plan for a three-lot subdivision. Staff is conducting preliminary review and will schedule a public hearing when complete. E) Reiser-Hauser Lot Line Rearrangement – 1622 and 1642 Dusty Drive – Mary Lou and William Reiser have requested a lot line rearrangement to convey a portion of their property to a neighbor. Council reviewed and approved on February 6. Staff is working with the owners to get necessary documents recorded. F) School Lake Nature Preserve 3rd Addition and PUD Amendment – School Lake Nature Preserve LLC has requested to separate the area of the formal garden from one of the lots within the development. The garden area is proposed as a stand alone outlot. The City Council granted approval at the September 19 meeting. Staff will work with the applicant to finalize documents necessary to meet the conditions of approval. G) Preserve of Medina (fka Blooming Meadows) – east of Holy Name Dr, north of CR24 – Tim Boser has requested PUD General Plan and Preliminary Plat approval for a 5-lot rural subdivision. The applicant proposes to restore a large area of wetlands and create a wetland bank in addition to the lots. The City Council granted general plan of development and preliminary plat approval on August 2. Staff will await final plat application. H) BAPS Site Plan Review – 1400 Hamel Road – BAPS Minneapolis Medina has requested an amendment to their approved site plan review. The Council approved the amended Site Plan Review at the December 6, 2022 meeting. The applicant has submitted site/civil construction MEMORANDUM Planning Department Update Page 2 of 2 February 6, 2024 City Council Meeting plans for review and has indicated that they may move forward with site work in the spring of 2024. The applicant has indicated that building construction likely would not begin until the spring of 2024. I) Hamel Townhomes Final Plat – 342 Hamel Rd – Hamel Townhomes, LLC has requested final plat approval for a 30-unit townhome development. The Council granted final plat approval on August 16. Staff will work with the applicant to finalize documents prior to beginning of construction. J) Ditter Heating and Cooling Site Plan Review – 820 Tower Drive – Ditter Heating and Cooling has requested a Site Plan Review for an approximately 5,000 square foot addition to its building. The application is incomplete for review and will be scheduled for a hearing when complete. K) Pioneer Trail Preserve – This project has been preliminarily approved and the City is awaiting final plat application. Other Projects A) 4612 County Road 116 – Staff intends to initiate a rezoning for this vacant property which is currently being marketed. The parcel was zoned RR-UR because it used to contain a home on a septic system. Utilities have now been stubbed from the Reserve of Medina near the site, and staff believes an R1 zoning district is more appropriate because the site ought to be connected to the City system. The Planning Commission held a public hearing at the February 13 meeting and unanimously recommended approval. B) Maplewood/Morningside stormwater project – WSB is working to finalize the easement area which will be acquired by the City. C) Uptown Hamel Study – staff provided comments to WSB on the draft study and intends to present to the Council at the February 20 work session. D) Planning Commission orientation – staff met with the new Planning Commissioners and provided orientation materials. Members took part in their first meeting on February 13 and hit the ground running! E) Building Permit implementation – staff continues to work through implementation of the new building permit application. The final remaining action is to finalize automation of documents into long-term storage (address files). F) Enforcement Action – staff issued a notice of noncompliance and stop work order for a grading operation with potential wetland impacts. Investigation is ongoing to determine necessary corrective actions. TO: Honorable Mayor and City Council FROM: Jason Nelson, Director of Public Safety DATE: February 15, 2024 RE: Department Updates Before Christmas we hired a local painter to come into the police department and refresh our interior. We moved into the building in 2013 and after 10 plus years we were due for a refresh. The punch list was completed over the past couple of weeks. We are very happy with the work and the refresh; it’s like coming back to work in a new building. A little color change sure goes a long way. Public Works Director Scherer and I are also working together to clean up the landscape at the entrance to the facility and the front of the building to give it a more professional look. On February 12th, Officer Keith Converse came into my office and turned in his resignation. Officer Converse has been with the Medina Police Department as a police officer for the past 20 plus years and is leaving in good standing. I knew that this day was coming as Keith had spoken with me about this for the past several months. He has decided that it is time to spend more time with his family. Keith has been one of the most loyal and dedicated officers that I have ever worked with at Medina. He will be truly missed but I am very happy for him. I have been working with a vendor to complete an independent body camera audit. Law enforcement agencies that use body-worn cameras are required to conduct biennial independent audits of the data to determine whether data are appropriately classified according to Minnesota statute, how the data are used, and whether the data are destroyed as required under state statute, and to verify compliance with the law. This audit is scheduled for March 14th. I have also been working with a different vendor to complete an independent evidence room audit. I have gathered information from the League of Minnesota Cities and spoken with other like-sized agencies and found prices for this type of audit to be all over the board, but it really depends on scope of services. We have always conducted internal audits of our evidence rooms and have never had any issues, but I think that it is important to ensure that our policies and procedures that are currently in place are up to current standards. As part of the audit process those things are vetted as well. I am in the final steps of securing the vendor for this as well and hope to have this audit completed by the end of April. Patrol: The following are updates of Patrol Officers between January 30th, 2024, and February 12th, 2024: Citations – 24 Warnings – 129 PD Accidents – 5 PI Accidents – 1 Medicals – 8 Falls – 2 Suspicious Calls – 16 Traffic Complaints – 5 Other Agency Assists – 8 Business/Residential Alarm - 7 Welfare Checks - 2 Disturbance Calls - 3 On 01/30/2024 at 0748 hours officers were dispatched to a property damage accident in the area of County Road 24 and Parkview Drive. Upon arrival officers learned a vehicle had been westbound on County Road 24 when it crossed the centerline on a curve and eventually drove into the ditch striking a tree and a utility pole guide wire. Officers learned the driver was unlicensed and the vehicle had no active insurance. The driver was cited for driving after revocation and no insurance. The vehicle was impounded. On 01/31/2024 at 1449 hours officer took a walk-in theft report at the Medina Police Department. The victim reported finding out his name, DOB, and social security number had been used to open two financial accounts in his name. He reported the identity theft to the banking institution and the accounts were closed. The victim at the time was not out any financial loss. He was provided an identity theft booklet with information on monitoring his credit. On 01/30/2024 at 1209 hours officers were dispatched to a slumper in the parking lot of Farmers State Bank. It was reported someone had been laying down in a running vehicle for several hours. Upon arrival officers made contact with a juvenile in the vehicle who was sleeping. He advised he was not feeling well and had not gone to school that day. Officers attempted contact with the juvenile’s mother but were unsuccessful as she apparently was on a flight out of state. The juvenile was advised to go home if he was not feeling well. On 01/31/2024 at 1527 hours officers were dispatched to an iPhone crash detection in the area of 450 block of Clydesdale Trail. Officers checked the area and were unable to locate an accident. A short time later someone stopped by the police department and turned in a phone that was found in the roadway in that area. It was believed the phone had been left on top of a vehicle and had fallen off. Officers were able to track down the owner from the phone number and released the phone back to him. On 02/01/2024 at 1754 hours officers were dispatched to the 200 block of Bergamot Drive on a suspicious person call. Homeowner reported seeing someone wearing a mask at the front door and then walk around to the side of the home. The homeowner was not home at the time. Officers arrived and began checking the residence and found forced entry at the rear of the residence. Additional officers arrived and checked the area, but the suspect was not located. The following day a second resident along Bergamot Drive found their home had also been broken into during the same period. On 02/04/2024 at 1141 hours officers were dispatched to smoke in the residence in the 4100 block of Cavanaugh Drive. The homeowner reported returning home from a walk and finding the home filling with smoke, believed to be from the dryer in the home. West Suburban Fire responded and found the electrical outlet for the dryer appeared to have shorted out. They assisted with turning off the breaker to the dryer and venting the smoke out of the residence. On 02/05/2024 around 2220 hours officers took two separate thefts from auto reports from businesses in the 4500 block of Willow Drive and 500 block of Highway 55. Items were stolen from unlocked vehicles parked in business parking lots. The case was forwarded to investigations for follow up. On 02/06/2024 at 1747 hours officers were dispatched to Target to take a theft report. Asset Protection reported an employee had been terminated after discovering he had activated more than $5,000 in gift cards for himself. The suspect was taken into custody and booked at the Medina Police Department. He was released pending a formal complaint. On 02/07/2024 at approximately 1738 hours officer was dispatched to a residential alarm in the 1500 block of Hunter Drive. Upon arrival the officer found forced entry into the residence. Officers set up a perimeter in the area, but the suspect was not located. Burglary believed to be related to the previous week’s burglary. Case forwarded to investigations. On 02/10/2024 officer was dispatched to a fireworks complaint in the area of Pioneer Trail and Chippewa Road. Someone in a vehicle was believed to have pulled over and set off fireworks in the area. Officer checked the area, but the vehicle was gone by the time he arrived. On 02/11/2024 at 1056 hours officer was dispatched to an animal complaint in the 500 block of Hackamore Road. Resident reported his pet hamster was missing somewhere inside the residence and wanted to inquire if a police K-9 could help sniff out the hamster. Officer advised a police K-9 could not be used for that purpose. Investigations: Wrote multiple subpoenas for coercion case. Received a sexual harassment case at a workplace. This case is close to being sent in for charging. Received three burglaries that were tied to a national crime group. Wrote a geofence warrant for device information in relation to a burglary. Received two theft from auto reports. Canvassed areas that the devices were last tracked to, obtained video, and issued a crime alert. Received a harassment case involving a minor possibly speaking to an adult. Wrote a subpoena for SnapChat information. Received a past action criminal sexual conduct report with a juvenile victim. Set up an interview for the juvenile at CornerHouse. Signed several complaints. Attended use of force training/refresher. Investigations currently has 14 open/active cases. 1 TO: Medina Mayor and Members of the City Council FROM: Steve Scherer, Public Works Director DATE: February 12, 2024 MEETING: February 20, 2024 SUBJECT: Public Works Update Streets • The streets are in good winter condition. We generally post seasonal load limit restrictions in close alignment with the state, but the unusually mild temperatures and little frost may necessitate spring weight restrictions be posted much sooner this year. I will continue to monitor the weather closely in the upcoming weeks. • Public Works is cutting brush along the roadways. Many of the boulevard ash trees along Brockton Lane south of County Road 24 have been trimmed and are currently being treated for disease by the Northridge Community. • Feasibility reports are in process for the upcoming 2024 street projects. • Road material bids are being opened the morning of February 20th and although the price of fuel is down, I anticipate increases over last year. Water/Sewer/Stormwater • Staff met for a second time with WSB at the treatment plant to work through expansion planning specs and details so we can minimize any potential change orders. • We will discuss wellhead protection during the February 20 council meeting to fulfill the Department of Health requirement to inform city leaders and the community in our wellhead protection zones of the importance of protecting our most valuable natural resources. A representative from Barr Engineering will be on hand to give a short presentation. • As per the EPA mandate, Public Works developed a certified service line inventory of connections installed prior to 1986 to identify any lead pipes. Although we are unaware of any such pipes in Medina, a mailing went out to the hundreds of affected properties asking for assistance to complete this daunting task; so far resident response has been good. Our goal is to complete the verification of the service line material by the October deadline. Parks/Trails • Dusty and I are updating the park asset inventory list to better forecast replacement needs going forward. • Dusty and I will stake the new Deer Hill Trail easement so that Public Works can begin the process of planning and installing the first leg trail corridor. MEMORANDUM 2 • Mowing proposals are out for the 2024-25 mowing season; based on inquiries I am anticipating increases for this contract as well. • I will be working with HAC on the 2024 grounds contract as soon as we award the mowing contract (so we have accurate financial data for the season). Miscellaneous • I will be out of the office on vacation from February 29 through March 8. ORDER CHECKS FEBRUARY 6, 2024 – FEBRUARY 20, 2024 055354 MATTHEW E HUNZ .................................................................... $99.00 2023 EXPENSE 055355 KOTHRADE SEWER, WATER & ............................................... $750.00 055356 NAPA OF CORCORAN INC ...................................................... $227.99 055357 MATTHEW E HUNZ .................................................................... $99.00 2024 EXPENSE 055358 KIMLEY-HORN & ASSOC., INC ................................................ $500.00 055359 LAW ENFORCEMENT LABOR .................................................. $634.50 055360 ONYX PERFORMANCE INVESTMENTS L ............................ $5,000.00 055361 OPEN SYSTEMS INTERNATIONAL....................................... $8,210.50 055362 PANCHAL, PURVI ....................................................................... $50.00 055363 PROPERTY RESOURCES ................................................... $15,241.00 055364 QUALITY RESOURCE GROUP INC.......................................... $826.74 055365 REFLECTIONS DENTAL CARE ............................................. $3,456.25 055366 SUN LIFE FINANCIAL ............................................................ $1,582.96 055367 TOLOMATIC, INC ................................................................... $1,000.00 055368 ACME TOOLS ........................................................................ $2,834.00 055369 AMERICAN PUBLIC WORKS ASSN` ........................................ $286.25 055370 ASPEN MILLS INC ................................................................. $1,975.97 055371 BEAUDRY OIL & PROPANE .................................................. $4,135.15 055372 BLUE CROSS BLUE SHIELD OF MN ................................... $42,114.96 055373 BRAUN, ROBERT .................................................................. $7,000.00 055374 CONTEMPORARY IMAGES ................................................... $4,024.66 055375 ECM PUBLISHERS INC .............................................................. $82.25 055376 EPA AUDIO VISUAL .................................................................. $280.00 055377 GOPHER STATE ONE CALL .................................................... $153.95 055378 GRAINGER.................................................................................. $20.99 055379 GREGERSON ROSOW JOHNSON NILAN ........................... $4,965.78 055380 HAMEL LUMBER INC ................................................................ $338.36 055381 HAMEL LIONS CLUB ............................................................. $1,625.00 055382 HENN COUNTY INFO TECH .................................................. $2,444.98 055383 HENN COUNTY PUBLIC WORKS ........................................ $60,534.03 055384 HENNEPIN COUNTY TREASURER ............................................ $10.00 055385 HIGHWAY 55 RENTAL .............................................................. $123.00 055386 JIMMY'S JOHNNYS INC .............................................................. $65.00 055387 KELLY'S WRECKER SERVICE INC .......................................... $185.00 055388 LANGUAGE LINE SERVICES ..................................................... $32.20 055389 LEXISNEXIS RISK DATA MGMT INC .......................................... $48.50 055390 CITY OF MAPLE PLAIN ......................................................... $1,728.89 055391 MARK D WILLIAMS CUSTOM HOMES ................................ $10,000.00 055392 MATHESON TRI-GAS INC .......................................................... $74.57 055393 MEDTOX LABS ........................................................................... $50.00 055394 METROPOLITAN COUNCIL ................................................... $2,460.15 055395 METROPOLITAN COUNCIL ................................................. $40,640.26 055396 MINNESOTA OCCUPATIONAL HEALTH .................................. $564.00 055397 MN DEPT OF TRANSPORTATION ........................................... $654.73 055398 MN POLLUTION CONTROL AGENCY ........................................ $23.00 055399 MOTLEY AUTO SERVICE LLC .............................................. $1,147.00 055400 NAPA OF CORCORAN INC ........................................................ $71.94 055401 NORTH MEMORIAL .................................................................. $755.00 055402 ODP BUSINESS SOLUTION LLC .............................................. $190.37 055403 CITY OF ORONO ................................................................... $1,627.12 055404 PARTNERS TITLE ....................................................................... $52.03 055405 PREMIUM WATERS INC ........................................................... $122.73 055406 TIMESAVER OFFSITE .............................................................. $206.50 055407 TRITECH SOFTWARE SYSTEMS ............................................ $104.11 055408 VALLEY PAVING ............................................................... $223,953.83[ 055409 VIRIDIAN WEAPON TECHNOLOGIES ................................... $1,128.00 055410 WRIGHT COUNTY HIGHWAY 55 COALITION .......................... $500.00 Total Checks $457,012.20 ELECTRONIC PAYMENTS FEBRUARY 6, 2024 – FEBRUARY 20, 2024 007177E FARMERS STATE BANK OF HAMEL ......................................... $12.00 007178E FRONTIER .................................................................................. $58.02 007179E FARMERS STATE BANK OF HAMEL ....................................... $150.00 007180E PR PERA .............................................................................. $23,408.22 007181E PR FED/FICA ....................................................................... $22,664.72 007182E PR MN Deferred Comp ........................................................... $3,404.86 007183E PR STATE OF MINNESOTA .................................................. $5,199.19 007184E CITY OF MEDINA ........................................................................ $26.00 007185E FURTHER .............................................................................. $5,797.48 007186E AFLAC ....................................................................................... $615.88 007187E CENTURYLINK.......................................................................... $278.67 007188E CIPHER LABORATORIES INC. .............................................. $1,692.00 007189E CULLIGAN-METRO ..................................................................... $38.70 007190E FP MAILING SOL POSTAGE BY PHON ................................. $1,000.00 007191E FRONTIER .................................................................................. $58.02 007192E FURTHER ................................................................................. $224.27 007193E MARCO (LEASE) ....................................................................... $887.80 007194E PAYMENT SERVICE NETWORK INC .................................... $1,437.67 007195E SOLUTION BUILDERS INC .................................................... $5,300.60 Total Electronic Checks $72,254.10 PAYROLL DIRECT DEPOSITS FEBRUARY 14, 2024 0513355 METTAYER, STEPHEN A ......................................................... $815.71 0513356 ALBERS, TODD M. .................................................................... $230.87 0513357 ALTENDORF, JENNIFER L. ................................................... $1,279.12 0513358 BARNHART, ERIN A. ............................................................. $3,182.08 0513359 BOECKER, KEVIN D. ............................................................. $3,118.88 0513360 CAVANAUGH, JOSEPH ............................................................ $230.87 0513361 CONVERSE, KEITH A. ........................................................... $2,622.76 0513362 DEMARS, LISA ....................................................................... $1,682.87 0513363 DESLAURIERS, DEAN .............................................................. $230.87 0513364 DION, DEBRA A. .................................................................... $2,259.05 0513365 ENDE, JOSEPH...................................................................... $2,299.62 0513366 FINKE, DUSTIN D. ................................................................. $3,274.86 0513367 GLEASON, JOHN M. .............................................................. $1,983.93 0513368 GREGORY, THOMAS ............................................................ $2,700.95 0513369 GROTH, BRENNA L ............................................................... $1,493.66 0513370 HALL, DAVID M. ..................................................................... $2,888.78 0513371 HANSON, JUSTIN .................................................................. $2,802.76 0513372 JOHNSON, SCOTT T. ............................................................ $2,808.61 0513373 KLAERS, ANNE M. ................................................................. $1,801.15 0513374 LEUER, GREGORY J. ............................................................ $2,244.17 0513375 MARTIN, KATHLEEN M ............................................................ $327.07 0513376 MCGILL, CHRISTOPHER R. .................................................. $2,383.57 0513377 MCKINLEY, JOSHUA D .......................................................... $2,438.63 0513378 MYHRE, JORDAN J ............................................................... $2,729.02 0513379 NELSON, JASON ................................................................... $3,223.77 0513380 PLEC, GREGORY ..................................................................... $657.36 0513381 RATKE, TREVOR J ................................................................ $2,024.48 0513382 REID, ROBIN ............................................................................. $230.87 0513383 REINKING, DEREK M ............................................................ $2,686.27 0513384 RUCKE, MARIA ...................................................................... $1,972.54 0513385 SCHEIBE, CONNIE L ............................................................. $1,483.81 0513386 SCHERER, STEVEN T. .......................................................... $2,864.61 0513387 VINCK, JOHN J ...................................................................... $2,693.16 0513388 VOGEL, NICHOLE ..................................................................... $907.66 0513389 WALKER, CAITLYN M. ........................................................... $2,286.94 0513390 WIESE, TANNER .................................................................... $2,029.12 0513391 WOESTEHOFF, CHRISTOPHER ........................................... $2,122.31 0513392 BURSCH, JEFFREY ............................................................... $1,602.99 Total Payroll Direct Deposit $74,615.75