Loading...
HomeMy WebLinkAbout07-24-23-RAPPROVAL OF AGENDA TCAAP/Rice Creek Commons Update Dave Perrault, City Administrator PUBLIC INQUIRIES/INFORMATIONAL Members of the public are invited to remotely monitor the City Council meeting via Zoom using the below link. Members are also welcome to provide public comments during this section of the agenda via Zoom. Members wishing to provide public comment must use the "raise hand" feature in Zoom to identify themselves as wanting to make a public comment and will be called upon to provide their public comment during this portion of the agenda. Those that speak must state their name and address for the record. HTTPS://US02WEB.ZOOM.US/J/83332202412 Please make sure you have the most up -to -date version of Zoom to participate in the meeting This is an opportunity for citizens to respectfully bring to the Council ’s attention any items which are relevant to the City. In addressing the Council, you must first state your name and address for the record. Comments shall be limited to three (3) minutes or less. Written documents may be distributed to the Council prior to the start of the meeting to allow a more timely presentation. Council will generally not respond at the same meeting where an issue is initially raised by a member of the public but the Council may refer the issue to staff for further research and possible report or action at a future Council meeting. RESPONSE TO PUBLIC INQUIRIES PUBLIC PRESENTATIONS STAFF COMMENTS Transportation Update David Swearingen, Public Works Director/City Engineer MEMO.PDF Night To Unite Update And Proclamation Julie Hanson, Assistant to the City Administrator/City Clerk MEMO.PDF ATTACHMENT A.PDF APPROVAL OF MINUTES July 10, 2023 Regular City Council 07 -10 -23 -R.PDF July 10, 2023 Special City Council Worksession 07 -10 -23 SWS.PDF CONSENT CALENDAR Those items listed under the Consent Calendar are considered to be routine by the City Council and will be enacted by one motion under a Consent Calendar format. There will be no separate discussion of these items, unless a Councilmember so requests, in which event, the item will be removed from the general order of business and considered separately in its normal sequence on the agenda. Motion To Approve Claims And Payroll Gayle Bauman, Finance Director Pang Silseth, Accounting Analyst MEMO.PDF Motion To Approve 2023 2nd Quarter Financials Gayle Bauman, Finance Director MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF ATTACHMENT D.PDF Motion To Approve Data Practices Policy Annual Review Julie Hanson, Assistant to the City Administrator/City Clerk MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF Motion To Approve Resulution 2023 -037 Appointing EDC Commissioners Ted Brausen, Julie Gronquist And Jud Murchie Julie Hanson, Assistant to the City Administrator/City Clerk MEMO.PDF ATTACHMENT A.PDF Motion To Approve Transfer Fund Balance From General Fund To PIR Capital Fund Gayle Bauman, Finance Director MEMO.PDF Motion To Approve Lake Johanna Fire Department Capital Expenditure Gayle Bauman, Finance Director MEMO.PDF ATTACHMENT A.PDF Motion To Approve Resolution 2023 -038, 2024 PMP –Accept Feasibility Report & Order Improvement Public Hearing David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF PULLED CONSENT ITEMS Those items that are pulled from the Consent Calendar will be removed from the general order of business and considered separately in its normal sequence on the agenda. PUBLIC HEARINGS NEW BUSINESS State Of The City Planning Dave Perrault, City Administrator MEMO.PDF ATTACHMENT A.PDF UNFINISHED BUSINESS COUNCIL/STAFF COMMENTS ADJOURN Mayor: David Grant Councilmembers: Brenda Holden Emily Rousseau Tena Monson Tom Fabel Regular City Council Agenda July 24, 2023 7:00 p.m. City Hall Address: 1245 W Highway 96 Arden Hills MN 55112 Phone: 651 -792 -7800 Website : www.cityofardenhills.org City Vision Arden Hills is a strong community that values its unique environmental setting, strong residential neighborhoods, vital business community, well -maintained infrastructure, fiscal soundness, and our long -standing tradition as a desirable City in which to live, work, and play. This meeting can be accessed remotely by joining via Zoom (see Public Inquiries/Informational below for instructions) This meeting will be streamed live on local Cable Channel 16 and available for playback on our website. CALL TO ORDER 1. 2. 3. 4. 5. 6. 6.A. Documents: 6.B. Documents: 7. 7.A. Documents: 7.B. Documents: 8. 8.A. Documents: 8.B. Documents: 8.C. Documents: 8.D. Documents: 8.E. Documents: 8.F. Documents: 8.G. Documents: 9. 10. 11. 11.A. Documents: 12. 13. APPROVAL OF AGENDATCAAP/Rice Creek Commons UpdateDave Perrault, City AdministratorPUBLIC INQUIRIES/INFORMATIONALMembers of the public are invited to remotely monitor the City Council meeting via Zoom using the below link. Members are also welcome to provide public comments during this section of the agenda via Zoom. Members wishing to provide public comment must use the "raise hand" feature in Zoom to identify themselves as wanting to make a public comment and will be called upon to provide their public comment during this portion of the agenda. Those that speak must state their name and address for the record.HTTPS://US02WEB.ZOOM.US/J/83332202412Please make sure you have the most up -to -date version of Zoom to participate in the meeting This is an opportunity for citizens to respectfully bring to the Council ’s attention any items which are relevant to the City. In addressing the Council, you must first state your name and address for the record. Comments shall be limited to three (3) minutes or less. Written documents may be distributed to the Council prior to the start of the meeting to allow a more timely presentation. Council will generally not respond at the same meeting where an issue is initially raised by a member of the public but the Council may refer the issue to staff for further research and possible report or action at a future Council meeting. RESPONSE TO PUBLIC INQUIRIES PUBLIC PRESENTATIONS STAFF COMMENTS Transportation Update David Swearingen, Public Works Director/City Engineer MEMO.PDF Night To Unite Update And Proclamation Julie Hanson, Assistant to the City Administrator/City Clerk MEMO.PDF ATTACHMENT A.PDF APPROVAL OF MINUTES July 10, 2023 Regular City Council 07 -10 -23 -R.PDF July 10, 2023 Special City Council Worksession 07 -10 -23 SWS.PDF CONSENT CALENDAR Those items listed under the Consent Calendar are considered to be routine by the City Council and will be enacted by one motion under a Consent Calendar format. There will be no separate discussion of these items, unless a Councilmember so requests, in which event, the item will be removed from the general order of business and considered separately in its normal sequence on the agenda. Motion To Approve Claims And Payroll Gayle Bauman, Finance Director Pang Silseth, Accounting Analyst MEMO.PDF Motion To Approve 2023 2nd Quarter Financials Gayle Bauman, Finance Director MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF ATTACHMENT D.PDF Motion To Approve Data Practices Policy Annual Review Julie Hanson, Assistant to the City Administrator/City Clerk MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF Motion To Approve Resulution 2023 -037 Appointing EDC Commissioners Ted Brausen, Julie Gronquist And Jud Murchie Julie Hanson, Assistant to the City Administrator/City Clerk MEMO.PDF ATTACHMENT A.PDF Motion To Approve Transfer Fund Balance From General Fund To PIR Capital Fund Gayle Bauman, Finance Director MEMO.PDF Motion To Approve Lake Johanna Fire Department Capital Expenditure Gayle Bauman, Finance Director MEMO.PDF ATTACHMENT A.PDF Motion To Approve Resolution 2023 -038, 2024 PMP –Accept Feasibility Report & Order Improvement Public Hearing David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF PULLED CONSENT ITEMS Those items that are pulled from the Consent Calendar will be removed from the general order of business and considered separately in its normal sequence on the agenda. PUBLIC HEARINGS NEW BUSINESS State Of The City Planning Dave Perrault, City Administrator MEMO.PDF ATTACHMENT A.PDF UNFINISHED BUSINESS COUNCIL/STAFF COMMENTS ADJOURN Mayor:David GrantCouncilmembers:Brenda HoldenEmily RousseauTena MonsonTom Fabel Regular City Council Agenda July 24, 2023 7:00 p.m. City Hall Address:1245 W Highway 96Arden Hills MN 55112Phone:651 -792 -7800Website:www.cityofardenhills.orgCity VisionArden Hills is a strong community that values its unique environmental setting, strong residential neighborhoods, vital business community, well -maintained infrastructure, fiscal soundness, and our long -standing tradition as a desirable City in which to live, work, and play.This meeting can be accessed remotely by joining via Zoom (see Public Inquiries/Informational below for instructions)This meeting will be streamed live on local Cable Channel 16 and available for playback on our website.CALL TO ORDER1.2.3. 4. 5. 6. 6.A. Documents: 6.B. Documents: 7. 7.A. Documents: 7.B. Documents: 8. 8.A. Documents: 8.B. Documents: 8.C. Documents: 8.D. Documents: 8.E. Documents: 8.F. Documents: 8.G. Documents: 9. 10. 11. 11.A. Documents: 12. 13. APPROVAL OF AGENDATCAAP/Rice Creek Commons UpdateDave Perrault, City AdministratorPUBLIC INQUIRIES/INFORMATIONALMembers of the public are invited to remotely monitor the City Council meeting via Zoom using the below link. Members are also welcome to provide public comments during this section of the agenda via Zoom. Members wishing to provide public comment must use the "raise hand" feature in Zoom to identify themselves as wanting to make a public comment and will be called upon to provide their public comment during this portion of the agenda. Those that speak must state their name and address for the record.HTTPS://US02WEB.ZOOM.US/J/83332202412Please make sure you have the most up -to -date version of Zoom to participate in the meetingThis is an opportunity for citizens to respectfully bring to the Council ’s attention any items which are relevant to the City. In addressing the Council, you must first state your name and address for the record. Comments shall be limited to three (3) minutes or less. Written documents may be distributed to the Council prior to the start of the meeting to allow a more timely presentation. Council will generally not respond at the same meeting where an issue is initially raised by a member of the public but the Council may refer the issue to staff for further research and possible report or action at a future Council meeting.RESPONSE TO PUBLIC INQUIRIESPUBLIC PRESENTATIONSSTAFF COMMENTSTransportation UpdateDavid Swearingen, Public Works Director/City EngineerMEMO.PDFNight To Unite Update And ProclamationJulie Hanson, Assistant to the City Administrator/City ClerkMEMO.PDFATTACHMENT A.PDFAPPROVAL OF MINUTESJuly 10, 2023 Regular City Council07-10 -23 -R.PDFJuly 10, 2023 Special City Council Worksession07-10 -23 SWS.PDFCONSENT CALENDARThose items listed under the Consent Calendar are considered to be routine by the City Council and will be enacted by one motion under a Consent Calendar format. There will be no separate discussion of these items, unless a Councilmember so requests, in which event, the item will be removed from the general order of business and considered separately in its normal sequence on the agenda. Motion To Approve Claims And Payroll Gayle Bauman, Finance Director Pang Silseth, Accounting Analyst MEMO.PDF Motion To Approve 2023 2nd Quarter Financials Gayle Bauman, Finance Director MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF ATTACHMENT D.PDF Motion To Approve Data Practices Policy Annual Review Julie Hanson, Assistant to the City Administrator/City Clerk MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF Motion To Approve Resulution 2023 -037 Appointing EDC Commissioners Ted Brausen, Julie Gronquist And Jud Murchie Julie Hanson, Assistant to the City Administrator/City Clerk MEMO.PDF ATTACHMENT A.PDF Motion To Approve Transfer Fund Balance From General Fund To PIR Capital Fund Gayle Bauman, Finance Director MEMO.PDF Motion To Approve Lake Johanna Fire Department Capital Expenditure Gayle Bauman, Finance Director MEMO.PDF ATTACHMENT A.PDF Motion To Approve Resolution 2023 -038, 2024 PMP –Accept Feasibility Report & Order Improvement Public Hearing David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF PULLED CONSENT ITEMS Those items that are pulled from the Consent Calendar will be removed from the general order of business and considered separately in its normal sequence on the agenda. PUBLIC HEARINGS NEW BUSINESS State Of The City Planning Dave Perrault, City Administrator MEMO.PDF ATTACHMENT A.PDF UNFINISHED BUSINESS COUNCIL/STAFF COMMENTS ADJOURN Mayor:David GrantCouncilmembers:Brenda HoldenEmily RousseauTena MonsonTom Fabel Regular City Council Agenda July 24, 2023 7:00 p.m. City Hall Address:1245 W Highway 96Arden Hills MN 55112Phone:651 -792 -7800Website:www.cityofardenhills.orgCity VisionArden Hills is a strong community that values its unique environmental setting, strong residential neighborhoods, vital business community, well -maintained infrastructure, fiscal soundness, and our long -standing tradition as a desirable City in which to live, work, and play.This meeting can be accessed remotely by joining via Zoom (see Public Inquiries/Informational below for instructions)This meeting will be streamed live on local Cable Channel 16 and available for playback on our website.CALL TO ORDER1.2.3.4.5.6.6.A.Documents:6.B.Documents:7.7.A.Documents:7.B.Documents:8. 8.A. Documents: 8.B. Documents: 8.C. Documents: 8.D. Documents: 8.E. Documents: 8.F. Documents: 8.G. Documents: 9. 10. 11. 11.A. Documents: 12. 13. APPROVAL OF AGENDATCAAP/Rice Creek Commons UpdateDave Perrault, City AdministratorPUBLIC INQUIRIES/INFORMATIONALMembers of the public are invited to remotely monitor the City Council meeting via Zoom using the below link. Members are also welcome to provide public comments during this section of the agenda via Zoom. Members wishing to provide public comment must use the "raise hand" feature in Zoom to identify themselves as wanting to make a public comment and will be called upon to provide their public comment during this portion of the agenda. Those that speak must state their name and address for the record.HTTPS://US02WEB.ZOOM.US/J/83332202412Please make sure you have the most up -to -date version of Zoom to participate in the meetingThis is an opportunity for citizens to respectfully bring to the Council ’s attention any items which are relevant to the City. In addressing the Council, you must first state your name and address for the record. Comments shall be limited to three (3) minutes or less. Written documents may be distributed to the Council prior to the start of the meeting to allow a more timely presentation. Council will generally not respond at the same meeting where an issue is initially raised by a member of the public but the Council may refer the issue to staff for further research and possible report or action at a future Council meeting.RESPONSE TO PUBLIC INQUIRIESPUBLIC PRESENTATIONSSTAFF COMMENTSTransportation UpdateDavid Swearingen, Public Works Director/City EngineerMEMO.PDFNight To Unite Update And ProclamationJulie Hanson, Assistant to the City Administrator/City ClerkMEMO.PDFATTACHMENT A.PDFAPPROVAL OF MINUTESJuly 10, 2023 Regular City Council07-10 -23 -R.PDFJuly 10, 2023 Special City Council Worksession07-10 -23 SWS.PDFCONSENT CALENDARThose items listed under the Consent Calendar are considered to be routine by the City Council and will be enacted by one motion under a Consent Calendar format. There will be no separate discussion of these items, unless a Councilmember so requests, in which event, the item will be removed from the general order of business and considered separately in its normal sequence on the agenda.Motion To Approve Claims And PayrollGayle Bauman, Finance DirectorPang Silseth, Accounting AnalystMEMO.PDFMotion To Approve 2023 2nd Quarter FinancialsGayle Bauman, Finance DirectorMEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFATTACHMENT C.PDFATTACHMENT D.PDFMotion To Approve Data Practices Policy Annual ReviewJulie Hanson, Assistant to the City Administrator/City ClerkMEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFATTACHMENT C.PDFMotion To Approve Resulution 2023 -037 Appointing EDC Commissioners Ted Brausen, Julie Gronquist And Jud MurchieJulie Hanson, Assistant to the City Administrator/City ClerkMEMO.PDFATTACHMENT A.PDFMotion To Approve Transfer Fund Balance From General Fund To PIR Capital FundGayle Bauman, Finance Director MEMO.PDF Motion To Approve Lake Johanna Fire Department Capital Expenditure Gayle Bauman, Finance Director MEMO.PDF ATTACHMENT A.PDF Motion To Approve Resolution 2023 -038, 2024 PMP –Accept Feasibility Report & Order Improvement Public Hearing David Swearingen, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF PULLED CONSENT ITEMS Those items that are pulled from the Consent Calendar will be removed from the general order of business and considered separately in its normal sequence on the agenda. PUBLIC HEARINGS NEW BUSINESS State Of The City Planning Dave Perrault, City Administrator MEMO.PDF ATTACHMENT A.PDF UNFINISHED BUSINESS COUNCIL/STAFF COMMENTS ADJOURN Mayor:David GrantCouncilmembers:Brenda HoldenEmily RousseauTena MonsonTom Fabel Regular City Council Agenda July 24, 2023 7:00 p.m. City Hall Address:1245 W Highway 96Arden Hills MN 55112Phone:651 -792 -7800Website:www.cityofardenhills.orgCity VisionArden Hills is a strong community that values its unique environmental setting, strong residential neighborhoods, vital business community, well -maintained infrastructure, fiscal soundness, and our long -standing tradition as a desirable City in which to live, work, and play.This meeting can be accessed remotely by joining via Zoom (see Public Inquiries/Informational below for instructions)This meeting will be streamed live on local Cable Channel 16 and available for playback on our website.CALL TO ORDER1.2.3.4.5.6.6.A.Documents:6.B.Documents:7.7.A.Documents:7.B.Documents:8.8.A.Documents:8.B.Documents:8.C.Documents:8.D.Documents:8.E.Documents: 8.F. Documents: 8.G. Documents: 9. 10. 11. 11.A. Documents: 12. 13. Page 1 of 1 STAFF COMMENTS – 6A MEMORANDUM DATE: TO: FROM: July 24, 2023 Honorable Mayor and City Councilmembers Dave Perrault, City Administrator David Swearingen, Public Works Director/City Engineer SUBJECT: Transportation Update Budgeted Amount: Actual Amount: Funding Source: $ $ $ A verbal update will be provided at the City Council meeting. Page 1 of 1 STAFF COMMENTS – 6B MEMORANDUM DATE: July 24 , 2023 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: Julie Hanson, Assistant to the City Administrator/City Clerk SUBJECT: Night to Unite Update and Proclamation Budgeted Amount: Actual Amount: Funding Source: N/A N/A N/A Council Should Consider Acknowledgement of the attached Proclamation supporting Night to Unite 2023. Background/Discussion Night to Unite will be held on Tuesday, August 1 from 5:00 to 9:00 pm. Staff provided information regarding Night to Unite at the June 26 Council meeting. While the formal registration deadline was Friday, July 14; interested parties may still register as the Ramsey County Sheriff’s Office will try its best to accommodate, but cannot guarantee, a visit by a deputy for late registrations. That said, events can expect a visit from other community individuals. Please note that as of July 15, there were 19 registered events. Staff will provide the City Council with a verbal update at the July 24 City Council meeting and will also provide the list of event locations once received from the Ramsey County Sheriff’s Office. This list will also be published on the City’s website. Attached is a Proclamation provided by the RCSO regarding Arden Hills’ support of Night to Unite. School supplies donations can be brought to a local neighborhood event or dropped off at City Hall Mondays through Thursdays between 7:30 am and 5:00 pm or Fridays from 7:30 am to 11:30 am until Friday, August 4. Items can also be dropped off at the Ramsey County Sheriff’s Patrol Station, 1411 Paul Kirkwold Drive, between 8 am and 4:30 pm Monday, July 31 through Friday, August 4. Budget Impact N/A Attachments Attachment A: Proclamation WHEREAS, the Minnesota Crime Prevention Association, along with AAA, and local law enforcement agencies are sponsoring a statewide program called Night to Unite on August 1, 2023; and WHEREAS, Night to Unite is designed to get to know one another in the City of Arden Hills, build neighborhood involvement by bringing police and communities together; and to bring an awareness to crime prevention and local law enforcement efforts; and WHEREAS, Night to Unite supports the idea that crime prevention is an inexpensive, effective tool in strengthening police and community partnerships; and WHEREAS, Night to Unite provides opportunities to celebrate the ongoing work of law enforcement and neighborhoods in Arden Hills by working together to fight crime and victimization and increase public safety for all citizens; and WHEREAS, the citizens of Arden Hills play an important role in assisting the Ramsey County Sheriff’s Office through joint crime, drug and violence prevention efforts; NOW, THEREFORE, I, Mayor David Grant, and WE, Council Members, Brenda Holden, Emily Rousseau, Tena Monson and Thomas L Fabel, DO HEREBY CALL UPON ALL CITIZENS OF ARDEN HILLS, RAMSEY COUNTY, to participate in Night to Unite on Tuesday, August 1, 2023. FURTHER, LET IT BE RESOLVED THAT I, Mayor David Grant, and WE, Council Members, Brenda Holden, Emily Rousseau, Tena Monson and Thomas L Fabel, do hereby proclaim Tuesday, August 1, 2023, as Night to Unite in Arden Hills, Ramsey County, Minnesota. _________________________ Mayor, David Grant _________________________ __________________________ Council Member, Brenda Holden Council Member, Emily Rousseau _________________________ __________________________ Council Member, Tena Monson Council Member, Thomas L Fabel _________________ Attested by: _________________________ Date City Administrator, Dave Perrault Night to Unite 2023 Proclamation CITY OF ARDEN HILLS July 24, 2023 Approved: July 24, 2023 CITY OF ARDEN HILLS, MINNESOTA REGULAR CITY COUNCIL MEETING JULY 10, 2023 7:00 P.M. - ARDEN HILLS CITY COUNCIL CHAMBERS CALL TO ORDER/ROLL CALL Pursuant to due call and notice thereof, Mayor David Grant called to order the regular City Council meeting at 7:00 p.m. Present: Mayor David Grant, Councilmembers Brenda Holden, Emily Rousseau, Tena Monson and Tom Fabel Absent: None Also present: City Administrator Dave Perrault; Public Works Director/City Engineer David Swearingen; Community Development Director Jessica Jagoe; Finance Director Gayle Bauman; and Assistant to the City Administrator/City Clerk Julie Hanson PLEDGE OF ALLEGIANCE 1. APPROVAL OF AGENDA Councilmember Monson requested Item 5A be permanently placed prior to Item 2. She requested this action be permanent. MOTION: Councilmember Monson moved and Councilmember Holden seconded a motion to approve the meeting agenda as amended. The motion carried (5-0). 5. STAFF COMMENTS A. TCAAP/Rice Creek Commons Update City Administrator Perrault stated the JDA Advisory Committee met on Thursday, June 29 to discuss the Special JDA Worksession on Tuesday, July 11. The County noted there was strong interest in the thumb property. Councilmember Fabel requested the ruling from the judge for the Rice Creek Commons/TCAAP litigation be added to the Rice Creek Commons website to provide a third party account of what transpired with the litigation. He stated this information was available on the City’s website. He explained the Thursday, July 13 JDA Advisory meeting has been canceled. He indicated this group discussed how Advisory meetings will be held in the ARDEN HILLS CITY COUNCIL – JULY 10, 2023 2 future. It was noted staff recently met with the school district to discuss the project as it stands today. He explained the Energy Advisory Committee held its first meeting on Thursday, July 6 and would be meeting next on Thursday, August 3. He stated staff would be working to add Advisory Committee related documents to the City’s website. Mayor Grant asked what was meant by “strong interest” in the thumb property. City Administrator Perrault explained the County has had strong interest, upwards of 50 developers that have visited the Demand Star platform that was used for this project. Councilmember Monson commented further on the discussions that were held by the Energy Committee last week, which included introductions and goals for the project. She stated going forward, Alatus would join these meetings. She explained this Committee would be looking into grant opportunities for this project. Councilmember Holden asked if there were any grants available for sustainable buildings. Councilmember Monson stated she would forward a newsletter to staff from the Department of Commerce, which had a list of grants available for sustainable efforts for the Council to further review. Mayor Grant inquired if Building 189 had been torn down. City Administrator Perrault stated the building has been torn down. Mayor Grant questioned if staff had an update on the GSA land auction. City Administrator Perrault explained the end date for the auction was TBD but anticipated a soft close would be held in September. Mayor Grant noted the County has an RFP for the thumb property and the County would be accepting proposals through Friday, July 28. City Administrator Perrault reported this was the case. Further discussion ensued regarding costs for the TCAAP project. City Administrator Perrault stated Ehlers was still working on the financing piece and were trading information back and forth with Alatus. He indicated staff was updating projections and was working to determine how far these numbers should go out. He explained these numbers would be forthcoming. Mayor Grant requested staff speak with the County regarding potential policing cost increases. City Administrator Perrault stated he would reach out to the County again. ARDEN HILLS CITY COUNCIL – JULY 10, 2023 3 Councilmember Holden discussed how the zoning was changed for Outlot A at the Council’s last meeting. She then stated “if it doesn’t smell right, it doesn’t smell right” and she held up a document regarding Costco on the thumb property. She said that people shouldn’t be doing business in Arden Hills anymore because Arden Hills likes to change the rules half way through the proposal process. 2. PUBLIC INQUIRIES/INFORMATIONAL Mayor Grant commented on a statement that was made at the last City Council meeting. He noted there were more than 10 people in attendance at the last State of the City meeting. He reported he had the sign in sheet that showed 14 people were in attendance and noted there were also employees from Boston Scientific in attendance. 3. RESPONSE TO PUBLIC INQUIRIES None. 4. PUBLIC PRESENTATIONS None. 5. STAFF COMMENTS B. Transportation Update Public Works Director Swearingen reported traffic would continue to be single lanes both north bound and south bound on Lexington Avenue. He explained a short term closure at Red Fox Road on the west side of the intersection in order for the watermain to be worked on. He reported Ramsey County has stated Lexington Avenue will have all lanes of traffic open by Tuesday, August 1. Public Works Director Swearingen provided the Council with an update on the roundabout project at County Road E and Old Snelling. He stated Phase I has been implemented and the contractor plans to pave the bypass route for Phase II construction this Friday. Phase II work would begin on Monday, July 17 and would continue for four weeks. Public Works Director Swearingen explained the Public Works Department has prepped the base gravel material for the trails in Cummings and Floral Park. Paving operations would begin on Tuesday, July 11 and should take two to three weeks to complete. Councilmember Holden requested the potholes at Red Fox Road be filled. 6. APPROVAL OF MINUTES A. June 20, 2023, City Council Work Session B. June 26, 2023, Regular City Council ARDEN HILLS CITY COUNCIL – JULY 10, 2023 4 Councilmember Holden explained she spoke with the City Clerk regarding minor corrections to both sets of minutes. MOTION: Councilmember Monson moved and Councilmember Rousseau seconded a motion to approve the June 20, 2023, City Council Work Session meeting minutes as amended and the June 26, 2023, Regular City Council meeting minutes as amended. The motion carried (5-0). 7. CONSENT CALENDAR A. Motion to Approve Consent Agenda Item - Claims and Payroll B. Motion To Approve Ordinance 2023-007 Amending Chapter 2, Section 220, Subsections 220.04 And 220.05 – Regulations For Boards, Committees And Commissions (Youth Commissioners) And Authorizing Publication Of A Summary Ordinance C. Motion To Approve Change Order No. 1 –Removing Arden Manor Park Hard Court Improvements Scope Of Work From The Arden Manor Park And Floral Park Improvements Project MOTION: Councilmember Holden moved and Councilmember Monson seconded a motion to approve the Consent Calendar as presented and to authorize execution of all necessary documents contained therein. The motion carried (5-0). 8. PULLED CONSENT ITEMS None. 9. PUBLIC HEARINGS None. 10. NEW BUSINESS None. 11. UNFINISHED BUSINESS None. 12. COUNCIL COMMENTS Councilmember Monson commented she was not aware of the Costco plan that Councilmember Holden referenced. She explained when the City added flexibility to the thumb property, this was done to adapt to the post-pandemic world. ARDEN HILLS CITY COUNCIL – JULY 10, 2023 5 Councilmember Fabel stated at the June 26 City Council meeting Gregg Larson noted past State of the City meetings were held on Saturday mornings and there was better representation from the public. He believed this was an excellent idea and requested the Council revisit this topic at a future worksession. Councilmember Rousseau explained the City would be interviewing candidates for the Economic Development Commission (EDC). She noted the PTRC also has one position open. Councilmember Rousseau indicated she previously spoke with the PTRC and Planning Commission at their respective meetings about having a youth commissioner, and members supported having a non-voting youth commissioner. She asked that the Council revisit including a youth commissioner on the Planning Commission in one year. Mayor Grant stated he and City Administrator Perrault met with theother Cities mayors and administrators. He explained EAB was a concern for all communities and each city was actively removing trees. Mayor Grant reported Mounds View and Shoreview were considering organized trash collection. ADJOURN MOTION: Councilmember Holden moved and Councilmember Monson seconded a motion to adjourn. The motion carried (5-0). Mayor Grant adjourned the Regular City Council Meeting at 7:33 p.m. __________________________ __________________________ Julie Hanson David Grant City Clerk Mayor Approved: July 24, 2023 CITY OF ARDEN HILLS, MINNESOTA SPECIAL CITY COUNCIL WORKSESSION JULY 10, 2023 ARDEN HILLS CITY COUNCIL CHAMBERS CALL TO ORDER/ROLL CALL Pursuant to due call and notice thereof, Mayor Grant called to order the City Council Worksession at 7:40 p.m. Present: Mayor David Grant; Councilmembers Tom Fabel, Brenda Holden, Tena Monson and Emily Rousseau Absent: None Also present: City Administrator Dave Perrault; Finance Director Gayle Bauman; Assistant to the City Administrator/City Clerk Julie Hanson; Fire Chief Tim Boehlke; Deputy Fire Chief Matt Sather; Assistant Fire Chief Eric Nordeen and Fire Marshal Kris Rewald 1. AGENDA ITEMS A. Fire District Discussion City Administrator Perrault stated the LJFD Board has been considering the possibility of a fire district since a legislative change was made that made it easier to create a fire district. This has been in tandem with reviewing options for additional staffing, as well, as the construction of a new fire station. Tonight’s discussion is intended to be focused on the possibility of a fire district, updates have also been provided regarding staffing and the proposed station. In 2018, the LJFD underwent a needs study. In short, the study indicated a need for a new station for additional spaces for equipment, training, administration, etc. Ideally, the station would be located near County Road E but West of the railroad tracks that make response difficult from the Victoria Station. Following completion of the new station, it is anticipated the Victoria Station would be closed, and the current station on Lexington and County Road I would be converted to a 24/7 staffed station. Today, the Lexington Station is only staffed during the day by command staff, and the Victoria and Hodgson Stations are staffed by 24/7 Duty Crews. The map shows the location of each station and the proposed station. City Administrator Perrault reported the new station location will provide better response times to both southern Arden Hills and Shoreview; converting the Lexington Station to 24/7 will also ARDEN HILLS SPECIAL CITY COUNCIL WORK SESSION – JULY 10, 2023 2 provide better coverage to North Oaks, northern Shoreview, and TCAAP when built. Between 2019 and 2021, the Arden Hills City Council, along with the other two cities, passed resolutions of support for the new station, and have also approved a Joint Powers Agreement to facilitate future funding of the new station. Along with the new station project, the department has also been discussing staffing, specifically hiring at least six new full-time Captains. The board did recommend that the new staffing was their preferred option moving forward. The department previously applied for a SAFER Grant and was unsuccessful at the time, and is pursuing one this year, too. The fire department gave a presentation to the City Council in July and August of 2022, and the City Council was supportive of applying for the SAFER Grant and the associated new positions. City Administrator Perrault explained the board has also been discussing the possibility of creating a fire district, which would be its own separate taxing authority. A fire district is viewed as a more efficient form of governance versus the current board as the fire district board could independently approve projects. The fire district would bring the fire department off of each City’s tax rolls, but would still have implications to each City. The first being how would the fire department’s cost be split amongst the cities. The cities would have the option to split the cost based on a formula, which could be similar to the one we use today. Another option would be to have it based on overall market value. The market value option would likely increase the cost to North Oaks, while decreasing the cost to both Arden Hills and Shoreview. It is believed that should the cities use a formula with the fire district that the cities would still then be responsible for presenting the fire district’s items through our Truth in Taxation process, which may give the optics to residents that the fire district taxes are part of the city’s taxes. Another point to consider, is while the fire district would still have one elected from each City for representation, the district would be acting independently at the direction of the fire district board. The board has not yet made a recommendation for or against a fire district, but is looking for feedback from the City Councils. City Administrator Perrault commented the three cities, via a Joint Powers Authority (JPA), have been awarded approximately $6.37 million in State funding for the construction of a new headquarters (must be spent or encumbered by 12/31/2027). Recent estimates have put the cost of the station close to $19 million, which leaves approximately $13 million to be paid for by the three cities. Arden Hills portion of this would be 25 percent, or $3.25 million. Should the three cities decide to move forward with construction, the City of Arden Hills would likely need to bond for its portion of the project. Assuming a 5 percent interest rate, it can be assumed the annual cost to the City would be approximately $260,788 per year. Our current levy for the General Fund is $4,098,680, and our overall levy is $4,718,680, this addition would equate to a 6.4 percent increase and a 5.5 percent increase in the General Fund and overall levy, respectively. City Administrator Perrault reported the department is seeking to hire additional full-time staffing in the upcoming years. To help offset those costs the department is pursuing a SAFER Grant through the Federal Government, which would pay for the new positions for the first three years (an approximate total value of $2 million). The cities would be responsible to pay for the positions following the grant period. Regardless if the grant is received or not, the fire department is planning to have six of these new positions in next year’s budget. At full cost, the new positions would cost approximately $900,000, with Arden Hills’ portion being 25 percent, or $219,502. Not accounting for the future fire station cost increase, this alone represents a 5.4 percent and 4.6 ARDEN HILLS SPECIAL CITY COUNCIL WORK SESSION – JULY 10, 2023 3 percent increase to the General Fund and overall levy, respectively. For 2024, the fire department is anticipate hiring these positions in March and in July, which would result in a cost savings. For 2024, the costs for Arden Hills due to the Captains is estimated $138,001. City Administrator Perrault stated the City will need to consider how to balance current spending priorities along with the proposed fire department costs. The City could push out the fire station project and increase the levy in anticipation of construction. The proposed 2024 budget for the department is included in the budget are summary tables that provide for different scenarios with and without the new station. Mayor Grant opened the meeting to questions and comments. Councilmember Fabel asked what the legal relationship was between the three cities involved in the Fire Board. Mayor Grant reported there was a joint powers agreement in place between the three cities. He explained the JPA has been in place since the 1980’s. Commissioner Fabel questioned if other cities have asked to be part of the JPA. Fire Chief Boehlke stated no other cities have inquired about becoming part of the JPA. Mayor Grant commented on the mutual aid agreements that were in place with neighboring departments. Councilmember Monson explained if two of the three cities wanted to move forward with the Fire District, the third city would have to decide who they wanted to contract with for fire services. Mayor Grant asked who bonds, each city or the Fire District. He commented on bonding versus a tax levy and how a rating would work. Councilmember Holden asked if the taxing authority would include non-profits. She also asked for an explanation of question number 25. City Administrator Perrault reported it was his understanding it would operate in the same manner as any other property tax. Councilmember Holden stated she was interested in learning how the Fire District would be able to bond for a new fire station given the fact they would be a new entity. Councilmember Rousseau questioned when the Cloquet and Moose Lake Fire Districts went into effect and asked how they have tackled a large bonding issue. Fire Chief Boehlke explained the Cloquet Fire District began in 2011 and he was uncertain about the Moose Lake Fire District. He stated the City of Cloquet has had to fund initial funding. He commented further on how the Fire District could borrow debt for larger projects. ARDEN HILLS SPECIAL CITY COUNCIL WORK SESSION – JULY 10, 2023 4 Mayor Grant supported the City speaking with bond counsel to see how this would be managed. Councilmember Monson reported each Fire District was unique and lessons have been learned over time. She explained the LJFD was set up for a better transition into a Fire District than other departments. She commented on how the governance of the fire department had to be addressed in order to allow the organization to grow in order to continue service to the northern part of their service area. She believed it was advantageous to move towards more full time employees. She supported the Fire Board moving towards a Fire District. Mayor Grant requested the fire personnel speak further to the current inefficiencies. Fire Chief Boehlke discussed how operations have changed in the past 20 years. He believed the model for the fire department had to be changed, which comes with massive operational costs. He stated he currently had 85 firefighters and he was trying to staff two fire stations with part time people. He explained there was a need for a third station, which would require significant increase in operating dollars. He stated the inefficiencies came about with the three cities operating under consensus. Mayor Grant stated it was his understanding a Fire Board with elected officials would still be in place if the Fire District were to move forward. Fire Chief Boehlke indicated the vote of the Fire Board would be the final decision and he would no longer have to wait for Council consensus from three different cities. Councilmember Holden stated the bylaws could be amended in order to have only elected officials on the Fire Board. She indicated she was struggling with this being all about money and how much things cost. She explained the City has agreed to additional full-time staff. She commented on the importance of having fire protection in place for the residents of Arden Hills. She questioned if there were other ways to raise funding for the fire department and noted the City may have to look into this further. Fire Chief Boehlke reported the Fire District discussion did not come from the fire department, rather this came from Councilmember McClung and Councilmember Tom Watson from North Oaks. He indicated this was proposed as another way to fund big ticket items in the future. Councilmember Fabel questioned how the 911 system fit into the fire department work and how was it coordinated. Mayor Grant explained the 911 dispatch center was located in St. Paul and police and fire are dispatched out of the same facility. The backup facility is in Arden Hills, if it were ever needed. He discussed how the police and fire dispatchers were integrated within the 911 center. Fire Chief Boehlke commented on the different level of EMT and fire calls the fire department was dispatched to. He discussed how EMT’s were short staffed at this time which meant response times were on the rise. ARDEN HILLS SPECIAL CITY COUNCIL WORK SESSION – JULY 10, 2023 5 Councilmember Monson understood this was a lot of money, but noted the Fire District option has come up because it may be a better way to address large capital expenses versus the current structure. Mayor Grant stated he did not understand how under the current JPA, why it could not be structured to have two representatives from Shoreview, North Oaks and Arden Hills. Councilmember Holden indicated there were only two Fire Districts in the whole State and the legislation for this type of organization went into effect in 2011. Fire Chief Boehlke clarified that the special legislation did not go into effect until 2021. He noted the Cloquet and Moose Lake Fire Districts were approved under special legislation. Councilmember Rousseau questioned how long it would take to dissolve the current JPA and make the change to a Fire District. Fire Chief Boehlke anticipated this would take a year to a year and a half to make the transition. He noted the Fire District could be non-profit/tax exempt. Mayor Grant spoke to the number of tax exempt properties located in the City of Arden Hills, noting each of these organizations still utilized the services of the police and fire. He commented on how a franchise fee may assist with covering the increased expenses for the fire department. He stated the topic of franchise fees would have to be further discussed by the Council at a future meeting. Councilmember Rousseau asked if a discussion of the various options for funding this could be discussed at a future worksession. Councilmember Monson stated the budget for the Fire Board has been reviewed by staff. She noted she was open to discussing additional ways to cover the additional fees. Councilmember Fabel explained he liked the idea of having a governing body that was made up of elected officials. He stated if the current culture limits decision making it may be good to move away from this culture. He suggested a super majority be required for large capital expenditure purchases. Councilmember Holden indicated all purchases for the fire department were large capital expenditures. She commented further on how the TCAAP development would create more expenses for the fire department and noted the formula for the fire department may have to be adjusted. Councilmember Monson stated another option would be to move away from the formula and instead the assessed value of properties could be considered. Mayor Grant explained he would like to understand (hypothetically) how a ladder truck could be purchased under the current structure and the Fire District structure. ARDEN HILLS SPECIAL CITY COUNCIL WORK SESSION – JULY 10, 2023 6 Fire Chief Boehlke discussed the approval process for the purchase of a ladder truck for the Fire Board versus the Fire District. Currently, it took four entities to approve a large purchase, where under the Fire District model only one entity would have to approve the purchase. He reiterated that the fire department was not pushing this change, but rather it was brought about by Councilmembers. He was of the opinion this would be a better operating model for the department given the level of staffing that was required to be hired and the fact the department needed a new fire truck and fire station. Councilmember Holden indicated part of her responsibility with the residents is making sure they know what the fire department needs and how much it costs. She appreciated the fire department speaking with each City Council and making them aware of future needs. Deputy Fire Chief Sather explained the fire department would continue to speak to City Council’s about upcoming expenditures and plans for the fire department. Fire Chief Boehlke reported the education piece would continue with each individual City Council as well as the residents living within the Fire District, if a change was going to be made. He wanted residents to have an opportunity to interact and provide feedback on the proposed change. Mayor Grant questioned if the fire department has looked at the other two Fire Districts (Cloquet and Moose Lake) or other quasi-Fire Districts to see what could be learned from them. Fire Chief Boehlke stated all of the other Fire Districts were providing services with partner cities and have to seek approval from each city. He indicated the Excelsior Fire District would be a good example of the quasi-Fire District. He commented further on how the LJFD works with every neighboring community to respond to fire calls. Councilmember Fabel asked how many questions needed to be answered in order to move forward and how many elected officials would serve on the new Fire District Board. Fire Chief Boehlke stated the cities could decide this. Councilmember Holden inquired what the cost would be to make the change from the Fire Board to a Fire District. Fire Chief Boehlke estimated it would cost $20,000 in legal fees to dissolve the Fire Board and to create the Fire District bylaws. Councilmember Monson anticipated it would take 18 months to complete this task. Councilmember Holden stated she was not in favor of hiding the bill for the fire department under a line item that does not include the City. She believed this was inappropriate. Councilmember Monson indicated the services would not be billed separate. ARDEN HILLS SPECIAL CITY COUNCIL WORK SESSION – JULY 10, 2023 7 Councilmember Holden commented the services would be billed differently than they were currently being billed. Councilmember Rousseau stated she appreciated the Q&A sheet. She looked forward to seeing more responses as the fire department speaks to the other cities. Councilmember Holden questioned if the Fire District would be tax exempt. Fire Chief Boehlke stated currently the Fire Board was tax exempt. He noted the Fire District would not be tax exempt. Mayor Grant supported the Fire District retaining its tax exempt status for money saving purposes. Mayor Grant suggested the three City Council’s hold a joint worksession to further discuss this topic. Councilmember Monson supported this recommendation after the fire department meets with each city individually. Mayor Grant stated he looked forward to hearing what other questions and answers came about from the fire department meeting with the other two member cities. 2. COUNCIL COMMENTS AND STAFF UPDATES None. ADJOURN Mayor Grant adjourned the City Council Worksession at 9:05 p.m. __________________________ __________________________ Julie Hanson David Grant City Clerk Mayor CONSENT ITEM 8A MEMORANDUM DATE: July 24, 2023 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: Gayle Bauman, Finance Director Pang Silseth, Accounting Analyst SUBJECT: Claims and Payroll Listing Budgeted Amount: Actual Amount: Funding Source: N/A N/A N/A Council Should Consider Motion to approve, table or deny the following:  Claims and Payroll Listing All items need a simple majority for action unless otherwise noted. Background Payroll is processed biweekly and accounts payable is processed weekly. Budget Impact N/A Attachments 2023 Payroll #15 $110,411.62 Total Payroll $110,411.62 Paid Claims - 07/01/2023-07/14/2023 (Check Nos. 51922-51966 and ACH Checks) $671,904.51 Total Accounts Payable $671,904.51 Total Claims $782,316.13 CITY OF ARDEN HILLS PAYROLL # 15 CHECKS DATED: 07/21/23 Biweekly: 07/01/23 - 07/14/23 EMPLOYEE DEDUCTIONS AMT.Payment Method FIT 8,754.46 EFT FICA Oasdi 5,764.96 EFT FICA Medicare 1,348.25 EFT SIT 3,877.23 EFT TOTAL TAXES 19,744.90 Health Premium 1,844.38 A/P Check* Dental Premium 95.88 A/P Check* FSA Health Care Reimb. 0.00 A/P Check* FSA Dependent Care Reimb. 0.00 A/P Check* TOTAL FLEXIBLE SPENDING 1,940.26 HSA Health Saving 1,007.69 EFT TOTAL HEALTH SAVINGS 1,007.69 PERA 5,461.47 EFT ICMA 3,175.90 EFT Central Pension Fund-Union 1,536.00 A/P Check* MN State Retirement System 500.00 EFT TOTAL RETIREMENT 10,673.37 AFLAC 22.76 EFT Life/Addl/Dep Life 39.24 A/P Check* Life/Addl non-tax 7.60 A/P Check* LTD/STD Insurance 32.00 A/P Check* PERA Life Insurance 140.00 A/P Check* IUOE 49 Dues (Union) 19.51 A/P Check* UNUM 0.00 A/P Check* TOTAL VOLUNTARY 261.11 Total Employee Deductions 33,627.33 Net Payroll 0.00 Direct Deposit 62,334.42 EFT Gross Payroll Tie-Out 95,961.75 Plus City Paid Benefit 14,449.87 TOTAL PAYROLL COST 110,411.62 FICA TIE-OUT Gross Payroll 95,961.75 Less Total FSA 1,940.26 Less Total H.SA 1,007.69 Less Voluntary Ins 30.36 Net P/R Subject to FICA 92,983.44 FICA Oasdi @ 6.20% 5,764.96 FICA Medicare @ 1.45% 1,348.25 Note: Federal and State Payroll Tax obligations are satisfied by means of utilizing the US Bank Easy Tax Deposit Service. Transfers are typically made up to two days after the payroll date. * A/P Checks can be found on the ACCOUNTS PAYABLE Check Approval report. Checks may be paid this week or the following week. 462.53 125.00 125.00 447.42 6,301.71 6,749.13 0.00 0.00 CITY BENEFIT 5,764.96 1,348.25 7,113.21 409.87 52.66 Accounts Payable User: Printed: pang.silseth 7/18/2023 5:27 PM Checks by Date - Detail by Check Date Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 0292 OXYGEN SERVICE COMPANY INC 07/07/2023ACH 0003558274 June Rental 32.92 32.92Total for this ACH Check for Vendor 0292: 0327 STAPLES INC 07/07/2023ACH 3540738148 Supplies 31.49 3540799064 Supplies 54.08 3540799065 Supplies 181.96 3540851979 Supplies 245.68 513.21Total for this ACH Check for Vendor 0327: 0382 MISSIONSQUARE #106944 07/07/2023ACH PR 23-14 PR Batch 00001.07.2023 ICMA Employer Percent 401PR Batch 00001.07.2023 ICMA Employer Percent 401 447.42 PR 23-14 PR Batch 00001.07.2023 ICMA Employee Percent 401PR Batch 00001.07.2023 ICMA Employee Percent 401 387.76 835.18Total for this ACH Check for Vendor 0382: 0387 MISSIONSQUARE #302482 07/07/2023ACH PR 23-14 PR Batch 00001.07.2023 ICMA Employee PercentPR Batch 00001.07.2023 ICMA Employee Percent 233.35 PR 23-14 PR Batch 00001.07.2023 ICMA Employee DeductionPR Batch 00001.07.2023 ICMA Employee Deduction 2,503.00 2,736.35Total for this ACH Check for Vendor 0387: 0706 CERTIFIED LABORATORIES 07/07/2023ACH 8267047 Pesticide-Cleaner 557.90 557.90Total for this ACH Check for Vendor 0706: 10363 MINUTE MAKER SECRETARIAL 07/07/2023ACH M1711 7/26 CC Meeting Minutes 273.63 273.63Total for this ACH Check for Vendor 10363: 10476 TWIN CITIES COMMERCIAL CLEANERS07/07/2023ACH 0723T111 Janitorial Services-June 2,005.58 2,005.58Total for this ACH Check for Vendor 10476: 5173 BADGER METER 07/07/2023ACH 80132041 Beacon & LTE Serv Units-June 638.47 638.47Total for this ACH Check for Vendor 5173: ALPI ALLEGRA PRINT & IMAGING INC 07/07/2023ACH 169620 June Newsletter Postage -34.94 169620 June Newsletter 2,992.87 169661 Business Cards-AR 144.12 3,102.05Total for this ACH Check for Vendor ALPI: Page 1AP Checks by Date - Detail by Check Date (7/18/2023 5:27 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription UB*00577 DAVID BARNIER 07/07/202351922 070523 Refund Check 012819-000, 4393 Arden View Court 12.69 12.69Total for Check Number 51922: UB*00474 CATHERINE CALLAHAN 07/07/202351923 002016-000 Refund Check 002016-000, 2009 County Road D W 142.34 142.34Total for Check Number 51923: 10483 CENTRAL PENSION FUND 07/07/202351924 401333.0623 Apprenticeship-June 320.00 320.00Total for Check Number 51924: 10305 DAN DIETZ 07/07/202351925 070523 Floral Park-Graco Donation-Bird Houses 162.10 162.10Total for Check Number 51925: 10540 EDUCATION & TRAINING SERVICES 07/07/202351926 062923 Training 10/2-10/4 499.00 499.00Total for Check Number 51926: 4999 HIRSHFIELD'S PAINT MFG INC 07/07/202351927 0021347-IN Field Striping Paint 2,320.68 2,320.68Total for Check Number 51927: UB*00549 IOOF LODGE 07/07/202351928 070523 Refund Check 000091-000, 1174 Edgewater Avenue 86.54 86.54Total for Check Number 51928: 0495 LAKE JOHANNA FIRE DEPARTMENT INC07/07/202351929 879 2nd Half 2023 Fire Contract 375,588.50 375,588.50Total for Check Number 51929: 10523 METRO-INET 07/07/202351930 1334 IT Support-July 8,838.00 8,838.00Total for Check Number 51930: AR-MI-T MI-TECH SERVICES INC.07/07/202351931 ROW 2018-00633 Escrow Refund ROW 2018-00633; 1931 Stowe Ave 1,000.00 1,000.00Total for Check Number 51931: UB*00558 JOHN NAUMANN 07/07/202351932 070523 Refund Check 002697-000, 1887 Stowe Avenue 51.22 51.22Total for Check Number 51932: 1074 PRECISION LANDSCAPE & TREE INC 07/07/202351933 86933 Tree Removal: 3420 Glen Arden Rd 850.00 850.00Total for Check Number 51933: 3100 PROVIDENT LIFE AND ACCIDENT INS CO07/07/202351934 E0471136.0623 June Insurance 39.02 Page 2AP Checks by Date - Detail by Check Date (7/18/2023 5:27 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 39.02Total for Check Number 51934: 0811 RAMSEY COUNTY 07/07/202351935 FLEET-000820 Vehicle Repair Parts-May 40.94 FLEET-000820 Vehicle Service/ Repair-May 1,616.70 PRMG-005076 PW Rental Space-July 2,580.26 PRMG-005076 PW Rental Space-July 2,580.26 PRMG-005076 PW Rental Space-July 5,160.53 PRMG-005076 PW Rental Space-July 1,146.78 13,125.47Total for Check Number 51935: 0282 REPUBLIC SERVICES #899 07/07/202351936 0899-004229191 Perry Park Waste-June 59.80 0899-004229191 Recycling-June 8,847.15 0899-004233696 PW Waste-June 2,678.02 11,584.97Total for Check Number 51936: UB*00586 BENJAMIN RYALLS 07/07/202351937 070523 Refund Check 013055-000, 3794 McCracken Lane 16.18 16.18Total for Check Number 51937: MISC1 BENJAMIN ERICKSON 07/07/202351938 23SYMK00 REFUND: Cummings Mini Kids Club Cancellation 165.00 165.00Total for Check Number 51938: UB*00595 ZACHARY or BRITTANI SPORCIC 07/07/202351939 070523 Refund Check 011270-000, 4337 Old Highway 10 274.44 274.44Total for Check Number 51939: 3099 TRI STATE BOBCAT INC-LITTLE CANADA07/07/202351940 E34967 Loader and Coldplaner Rental 6/7-7/10 6,687.75 6,687.75Total for Check Number 51940: 432,459.19Total for 7/7/2023: 0189 GOPHER STATE ONE CALL 07/14/2023ACH 3060190 June Locates Locates 138.60 3060190 June Locates Locates 138.60 3060190 June Locates Locates 138.60 415.80Total for this ACH Check for Vendor 0189: 0192 GRAINGER INC 07/14/2023ACH 9760428327 Supplies 61.76 9762432988 Supplies 108.18 169.94Total for this ACH Check for Vendor 0192: 0214 LTG POWER EQUIPMENT 07/14/2023ACH 277555 Rotary Blades #85457 950.88 950.88Total for this ACH Check for Vendor 0214: 0230 MTI DISTRIBUTING INC 07/14/2023ACH Page 3AP Checks by Date - Detail by Check Date (7/18/2023 5:27 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 1387937-00 Flat Blade Service Pack 625.20 1393294-00 Flat Blade Service Pack-Return -566.37 1394800-00 wheel 360.80 419.63Total for this ACH Check for Vendor 0230: 0242 MET COUNCIL ENVIRON SERVICES-SAC07/14/2023ACH 07062023 June 2023 SAC -49.70 07062023 June 2023 SAC 6,970.00 6,920.30Total for this ACH Check for Vendor 0242: 0243 METROPOLITAN COUNCIL-WASTE WATER07/14/2023ACH 0001160219 Waste Water-August 70,447.39 70,447.39Total for this ACH Check for Vendor 0243: 0285 XCEL ENERGY 07/14/2023ACH 834294739 5/17/23-6/18/23 2,167.42 834294739 5/17/23-6/18/23 233.20 834294739 5/17/23-6/18/23 1,402.50 834294739 5/17/23-6/18/23 2,051.83 834294739 5/17/23-6/18/23 226.07 834294739 5/17/23-6/18/23 59.43 834294739 5/17/23-6/18/23 1,654.60 7,795.05Total for this ACH Check for Vendor 0285: 0320 HEALTH PARTNERS INC 07/14/2023ACH 009592982927 August Insurance 981.68 009592982927 August Insurance 16,065.44 17,047.12Total for this ACH Check for Vendor 0320: 0327 STAPLES INC 07/14/2023ACH 3541169593 Supplies 171.48 3541169594 Supplies 39.14 3541302676 Supplies-Return -8.49 3541528642 Supplies 27.49 229.62Total for this ACH Check for Vendor 0327: 0922 NINENORTH 07/14/2023ACH 2023-113 June Audio/Visual 180.00 2023-113 June Audio/Visual 1,098.83 1,278.83Total for this ACH Check for Vendor 0922: 10497 CINTAS CORP 07/14/2023ACH 5166168914 July First Aid 634.94 5166168914 July First Aid 574.16 1,209.10Total for this ACH Check for Vendor 10497: 1125 BOLTON & MENK INC 07/14/2023ACH 0314504 2024 PMP 23,984.00 0314506 2022 PMP Snelling Ave 676.00 24,660.00Total for this ACH Check for Vendor 1125: 6129 FAST SIGNS INC 07/14/2023ACH 204-60666 Name Tag and Office Sign-AR 54.79 Page 4AP Checks by Date - Detail by Check Date (7/18/2023 5:27 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 54.79Total for this ACH Check for Vendor 6129: 7025 ON SITE COMPANIES -OSSTC INC 07/14/2023ACH 0001564865 Restrooms 7/8-8/4 687.09 687.09Total for this ACH Check for Vendor 7025: 7501 KELLY & LEMMONS PA 07/14/2023ACH 61043 June Prosecution 3,740.33 3,740.33Total for this ACH Check for Vendor 7501: ALPI ALLEGRA PRINT & IMAGING INC 07/14/2023ACH 07102023 July Newsletter Postage 923.37 923.37Total for this ACH Check for Vendor ALPI: BOND BOND TRUST SERVICES CORP 07/14/2023ACH 79103 Utility Revenue Bonds 2018A-August 2023 3,825.00 79103 Utility Revenue Bonds 2018A-August 2023 24,575.00 28,400.00Total for this ACH Check for Vendor BOND: JOHC JOHNSON CONTROLS INC 07/14/2023ACH 1-129782885790 Com Failure Troubles-3/9/23 879.00 1-129789686683 WC Control Issues- 5/26/2023 689.20 1,568.20Total for this ACH Check for Vendor JOHC: MNLI MINNESOTA NATIVE LANDSCAPES INC07/14/2023ACH 40049 Weed Control 6/15/23 300.00 300.00Total for this ACH Check for Vendor MNLI: TOII TOKLE INSPECTIONS INC 07/14/2023ACH 070123 June Electrical Inspections 1,434.00 1,434.00Total for this ACH Check for Vendor TOII: UB*00661 TROY BAUER 07/14/202351941 Refund Check 008443-000, 4135 Norma Circle 200.00 200.00Total for Check Number 51941: AR-BOLD BOLDT CAPITAL LLC 07/14/202351942 TempCO2021-693 Escrow Refund Temp CO 2021-00693; 3565 Pine Tree Dr 41,500.00 41,500.00Total for Check Number 51942: 1033 COMCAST 07/14/202351943 101030.0723 Service 7/3-8/2 108.35 98681.0723 Service 7/5-8/4 111.32 219.67Total for Check Number 51943: DMLP DELL MARKETING LP 07/14/202351944 10680946553 Dell Monitor-Comm Coord 176.63 176.63Total for Check Number 51944: UB*00664 MARK DOMINIK 07/14/202351945 Refund Check 010583-000, 4411 Arden View Court 118.94 Page 5AP Checks by Date - Detail by Check Date (7/18/2023 5:27 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 118.94Total for Check Number 51945: UB*00662 ADAM ENGELHARDT 07/14/202351946 Refund Check 006046-000, 4356 Arden View Court 230.00 230.00Total for Check Number 51946: MISC1 BENJAMIN ERICKSON 07/14/202351947 071123 Reimbursement: Work Boots-Seasonal EE 95.99 95.99Total for Check Number 51947: UB*00667 BRYAN FOSS 07/14/202351948 Refund Check 012339-000, 1491 Royal Lane 55.47 55.47Total for Check Number 51948: 0176 FRATTALLONES HARDWARE INC 07/14/202351949 D31282/A Supplies 3.99 3.99Total for Check Number 51949: UB*00663 SCOTT HAWKINS 07/14/202351950 Refund Check 010388-000, 1992 Glenpaul Avenue 190.00 190.00Total for Check Number 51950: UB*00665 MARY HYNAN 07/14/202351951 Refund Check 000440-000, 1397 Arden View Drive 14.40 14.40Total for Check Number 51951: 0447 I.U.O.E LOCAL 49 BENEFIT FUND-INSURANCE07/14/202351952 BP3.0823 August Insurance 11,360.00 NB4.0823 August Insurance 1,602.00 12,962.00Total for Check Number 51952: UB*00660 JHH APPLE LLC 07/14/202351953 Refund Check 013088-000, 1900 Jerrold Avenue 41.61 41.61Total for Check Number 51953: 10448 MARCO TECHNOLOGIES LLC 07/14/202351954 505309435 Copier 7/25-8/25 200.35 505309435 Copier 7/25-8/25 35.36 235.71Total for Check Number 51954: 5443 METRO PRODUCTS INC 07/14/202351955 174922 Supplies 42.06 174951 Supplies 427.77 469.83Total for Check Number 51955: 10286 MINNESOTA OCCUPATIONAL HEALTH 07/14/202351956 430533 Drug Screening-Seasonal 136.00 136.00Total for Check Number 51956: 10533 MKC INC 07/14/202351957 2023-6 CDBG-June 260.00 Page 6AP Checks by Date - Detail by Check Date (7/18/2023 5:27 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 260.00Total for Check Number 51957: UB*00666 KEN or AVERILLE NELSON 07/14/202351958 Refund Check 000254-000, 4410 Arden View Court 34.78 34.78Total for Check Number 51958: UB*00659 DAVID PETERSON 07/14/202351959 Refund Check 001054-000, 4051 Valentine Court 26.81 26.81Total for Check Number 51959: 0330 PIONEER PRESS INC 07/14/202351960 51503734.2023 Online Subscription-52 weeks 55.00 55.00Total for Check Number 51960: 0811 RAMSEY COUNTY 07/14/202351961 EMCOM-010932 Fleet Support-June 24.96 EMCOM-010968 CAD Services-June 800.84 EMCOM-010984 911 Dispatch-June 4,927.26 5,753.06Total for Check Number 51961: 1564 MATTHEW RIESGRAF 07/14/202351962 071023 Track Coach-Valentine Hills Elementary 1,218.80 1,218.80Total for Check Number 51962: 6225 SAND CREEK EAP LLC 07/14/202351963 SDC3797-IN EAP Annual Contract 7/1/2023-6/30/2024 2,400.00 2,400.00Total for Check Number 51963: 3099 TRI STATE BOBCAT INC-LITTLE CANADA07/14/202351964 A22926 Supplies-2023 Paving Project 778.08 A22952 supplies 63.32 E34973 Bobcat Grader-2023 Paving Project 1,995.00 2,836.40Total for Check Number 51964: 9755 VERIZON CONNECT NWF INC 07/14/202351965 OSV000003093031 June Service 339.99 339.99Total for Check Number 51965: 10224 HANNAH YOKOM 07/14/202351966 071023 Track Coach-Valentine Hills Elementary 1,218.80 1,218.80Total for Check Number 51966: 239,445.32Total for 7/14/2023: Report Total (74 checks): 671,904.51 Page 7AP Checks by Date - Detail by Check Date (7/18/2023 5:27 PM) Page 1 of 2 CONSENT ITEM – 8B MEMORANDUM DATE: July 24, 2023 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: Gayle Bauman, Finance Director SUBJECT: 2023 2nd Quarter Financials Budgeted Amount: Actual Amount: Funding Source: N/A N/A N/A Council Should Consider Motion to approve, table or deny the following: • Quarterly budget to actual fund statements and investment portfolio detail for the City. Background Investments - per the Investment Policy, our Benchmark Rate is the 4M plus Rate. At June 30, 2023 – this rate was 5.105% and our portfolio is averaging 2.67%. Our average rate will begin to increase as lower interest investments mature and we continue to invest in higher interest investments. All of our investments are in government secured or government backed deposits. Utility billing cycles and CIP projects are taken into account when determining how much to invest and for how long. Basis of accounting – during the year, City books are kept on a cash basis which means that only items that are received are booked as revenue and items paid are booked as expenses. Adjustments for accruals, deferrals and other accounting requirements are made at year end. The second quarter financial results are generally as expected across all City funds. Building permit and plan check fees are down from the prior year due to decreased building activity and departments are for the most part under the 50% expended thus far in the year. General Fund – The main source of revenue for the City is property taxes and these come in twice a year. Expenditures are at 46.0% of budget through the end of the quarter, compared to 42.0% last year. Some of this difference is due to the timing of invoices. Other governmental funds and enterprise funds – Utility revenue for second quarter will be booked in July 2023 and annual transfers between funds will be booked later in the year. Page 2 of 2 Market value adjustments for investments total $46,460.44 through the end of the quarter. At the end of 2022, the City recognized a market value loss of $781,674.14. It is important to note that the City holds its investments to maturity and no principal is ever lost on an investment. Discussion City Staff respectfully request the City Council review the quarterly updates for further discussion. Budget Impact None. Attachments Attachment A: Investment Portfolio Analysis Attachment B: General Fund Revenues and Expenditures Summary Attachment C: Other City Funds Revenues and Expenditures Summary Attachment D: Permit Data CITY OF ARDEN HILLS SCHEDULE OF INVESTMENTS FOR THE MONTH ENDING JUNE 30, 2023 Institution Description Type Wells Fargo - Adv Wells Fargo Advisors Money Market Wells Fargo - Adv FHLB Municipal Securities Wells Fargo - Adv FHLB Municipal Securities RBC RBC Money Market RBC US Treasury Note Municipal Securities RBC US Treasury Note Municipal Securities RBC Citibank Nat'l Assoc Brokered CD RBC Veritex Community Bk NA Brokered CD RBC US Treasury Note Municipal Securities RBC Capital One Natl Assn McLean VA Brokered CD RBC Bank of the West Instl Brokered CD RBC Meridian Corp Brokered CD RBC Charles Schwab Brokered CD RBC Morgan Stanley Private Bank Brokered CD RBC Prescott Wis Sch Dist Municipal Securities RBC American Express Brokered CD RBC State of Connecticut Municipal Securities RBC Capital One Bk USA Brokered CD RBC Bank Hapolim Brokered CD RBC Sallie Mae Bk Brokered CD RBC Morgan Stanley Bk NA Brokered CD RBC Enerbank USA UT Brokered CD RBC State of Mississippi Municipal Securities RBC New Jersy St Econ Dev Municipal Securities RBC FFCB Municipal Securities RBC FHLB Municipal Securities RBC San Marcos Tex Cons Municipal Securities RBC Gladewater Cnty Line Ind TX Municipal Securities RBC Yucaipa VY Calif Municipal Securities RBC New York City NY Transit Municipal Securities RBC Park Creek Co Met Dist CO Municipal Securities RBC Palm Beach Fla Rev Municipal Securities RBC FHLB Municipal Securities RBC City National Bank Brokered CD RBC WEALTH Michigan City ISD Municipal Securities RBC FFCB Municipal Securities RBC Skokie IL Municipal Securities RBC WEALTH Hawaii St GO Bds Municipal Securities RBC FHLB Municipal Securities RBC FFCB Municipal Securities RBC FHLB Municipal Securities RBC MHFA Municipal Securities RBC New York, NY Municipal Securities RBC Vista Calif Uni Sch Dist Municipal Securities RBC San Francisco CA Municipal Securities RBC Elk Grove Village IL Municipal Securities RBC Kane McHenry Cook & Dekalb Municipal Securities RBC City of Milwaukee WI Municipal Securities RBC City of Minneapolis MN Municipal Securities RBC Washington Cty OR SD#48J Municipal Securities RBC San Diego CA Comm College Municipal Securities RBC Live Oak Banking Co Wilmington Brokered CD RBC Cook County IL Sch Dist Municipal Securities RBC Pelican Rapids MN Municipal Securities RBC Shakopee MN ISD 720 Municipal Securities RBC City of Dallas TX Municipal Securities RBC State of Minnesota Municipal Securities RBC City of Duluth, MN Municipal Securities Money Market PMA 4M General Money Market PMA 4MP General Money Market PMA 4M Payroll Money Market PMA ARPA Funds Municipal Securities PMA Term Series (xxx days) Municipal Securities PMA Term Series (xxx days) Municipal Securities PMA Term Series (xxx days) Municipal Securities Total cash and investments Unadjusted Market Value Deposits - Expenditures - Market Value Market Value Unrealized 1/1/2023 Purchases Maturities Transfers Interest 6/30/2023 6/30/2023 gain / loss 5,259.28$ -$ -$ -$ 2,588.02$ 7,847.30$ 7,847.30$ -$ 217,699.65 - - - - 217,699.65 218,738.45 1,038.80 410,044.00 - - - - 410,044.00 416,332.20 6,288.20 633,002.93 - - - 2,588.02 635,590.95 642,917.95 7,327.00 - - (145,812.32) - 145,812.32 - - - 250,000.00 - (250,000.00) - - - - - 247,440.00 - (250,000.00) - - (2,560.00) - 2,560.00 245,131.62 - (246,000.00) - - (868.38) - 868.38 249,000.00 - (249,000.00) - - - - - 247,382.50 - (250,000.00) - - (2,617.50) - 2,617.50 99,351.00 - (100,000.00) - - (649.00) - 649.00 98,820.00 - (100,000.00) - - (1,180.00) - 1,180.00 242,000.00 - - - - 242,000.00 242,000.00 - 238,000.00 - - - - 238,000.00 238,000.00 - 240,787.95 - - - - 240,787.95 243,235.72 2,447.77 224,765.75 - - - - 224,765.75 227,618.65 2,852.90 236,581.80 - - - - 236,581.80 238,928.90 2,347.10 354,075.00 - - - - 354,075.00 360,266.25 6,191.25 97,359.00 - - - - 97,359.00 97,581.00 222.00 - 244,000.00 - - - 244,000.00 241,825.96 (2,174.04) 240,259.25 - - - - 240,259.25 239,502.20 (757.05) 144,435.00 - - - - 144,435.00 144,780.00 345.00 237,160.05 - - - - 237,160.05 237,598.29 438.24 388,068.00 - - - - 388,068.00 386,340.00 (1,728.00) 314,282.50 - - - - 314,282.50 319,704.00 5,421.50 273,558.00 - - - - 273,558.00 277,452.00 3,894.00 367,648.00 - - - - 367,648.00 371,380.00 3,732.00 221,615.00 - - - - 221,615.00 224,545.00 2,930.00 220,250.00 - - - - 220,250.00 223,330.00 3,080.00 185,874.00 - - - - 185,874.00 186,408.00 534.00 370,332.00 - - - - 370,332.00 374,096.00 3,764.00 282,531.00 - - - - 282,531.00 282,354.00 (177.00) 366,471.30 - - - - 366,471.30 367,235.70 764.40 279,582.00 - - - - 279,582.00 283,107.00 3,525.00 - 244,000.00 - - - 244,000.00 237,865.84 (6,134.16) 249,752.50 - - - - 249,752.50 249,927.50 175.00 347,609.50 - - - - 347,609.50 344,351.00 (3,258.50) 256,409.30 - - - - 256,409.30 259,512.30 3,103.00 359,800.00 - - - - 359,800.00 357,973.00 (1,827.00) 386,680.00 - - - - 386,680.00 390,020.00 3,340.00 259,932.00 - - - - 259,932.00 265,170.00 5,238.00 288,534.00 - - - - 288,534.00 290,556.00 2,022.00 207,315.10 - - - - 207,315.10 207,142.60 (172.50) 339,528.00 - - - - 339,528.00 346,644.00 7,116.00 256,215.00 - - - - 256,215.00 261,570.00 5,355.00 300,118.00 - - - - 300,118.00 304,034.50 3,916.50 256,074.00 - - - - 256,074.00 261,135.00 5,061.00 329,997.50 - - - - 329,997.50 333,140.50 3,143.00 - 399,992.00 - - - 399,992.00 390,052.00 (9,940.00) 340,777.50 - - - - 340,777.50 341,120.50 343.00 306,253.65 - - - - 306,253.65 311,747.65 5,494.00 309,550.50 - - - - 309,550.50 318,048.50 8,498.00 237,969.30 - - - - 237,969.30 231,699.48 (6,269.82) 133,155.40 - - - - 133,155.40 134,621.20 1,465.80 402,486.00 - - - - 402,486.00 412,624.10 10,138.10 - 216,993.92 - - - 216,993.92 207,440.00 (9,553.92) - 309,000.00 - - - 309,000.00 300,464.00 (8,536.00) - 333,145.80 - - - 333,145.80 320,973.90 (12,171.90) - 384,671.11 - - - 384,671.11 371,732.00 (12,939.11) 12,530,917.97 2,131,802.83 (1,590,812.32) - 145,812.32 13,217,720.80 13,256,854.24 39,133.44 - - - - - - - - - - - - - - - - - - - - - - - - 1,677,206.18 7,950,431.65 (8,232,311.32) 364,314.00 21,670.31 1,781,310.82 1,781,310.82 (0.00) 1,663,642.42 - - 100,000.00 36,674.32 1,800,316.74 1,800,316.74 - 0.00 732,513.17 (732,515.58) - 2.41 0.00 (0.00) (0.00) 609,164.18 - - (464,314.00) 9,313.69 154,163.87 154,163.87 - 250,000.00 - (250,000.00) (5,329.11) 5,329.11 - - - 500,000.00 - - - - 500,000.00 500,000.00 - 250,000.00 - - - - 250,000.00 250,000.00 - 4,950,012.78 8,682,944.82 (9,214,826.90) (5,329.11) 72,989.84 4,485,791.43 4,485,791.43 (0.00) 18,113,933.68$ 10,814,747.65$ (10,805,639.22)$ (5,329.11)$ 221,390.18$ 18,339,103.18$ 18,385,563.62$ 46,460.44$ CITY OF ARDEN HILLSSCHEDULE OF INVESTMENTSFOR THE MONTH ENDING JUNE 30, 2023UnadjustedMarket Value Market Value VarianceMaturity 6/30/2023 6/30/2023 6/30/2023Current 3,735,763.85$ 3,743,638.73$ 7,874.88$ < 1 year 2,383,569.50 2,397,630.52 14,061.02 1-2 years 2,209,410.80 2,218,582.45 9,171.65 2-3 years 2,388,354.95 2,397,679.99 9,325.04 3-4 years 2,766,076.40 2,780,984.60 14,908.20 5+ years 4,855,927.68 4,847,047.33 (8,880.35) 18,339,103.18$ 18,385,563.62$ 46,460.44$ Weighted average Rate of return 2.67% 6/30/2023Average Maturity (years) 2.51 6/30/2023Market Value Investment Type 6/30/2023Money Market 3,589,474.86$ Brokered CD 2,393,017.39 Comml Paper - Municipal Securities 12,403,071.37 Checking - 18,385,563.62$ $- $1,000,000 $2,000,000 $3,000,000 $4,000,000 $5,000,000 $6,000,000Current < 1 year 1-2years2-3years3-4years5+ yearsMaturities20%13%0%67%0%Money MarketBrokered CDComml PaperMunicipal SecuritiesChecking % of % of Budget YTD Budget Budget YTD Budget REVENUES 4,078,390$  1,693,756$    41.5% Taxes 3,858,370$  1,785,330$    46.3% 511,730        259,388          50.7% Licenses and permits 504,800        504,675          100.0% 171,370        53,178            31.0% Intergovernmental 158,250        54,757            34.6% 525,550        215,392          41.0% Charges for services 519,510        337,490          65.0% 23,190          11,154            48.1% Fines and forfeits 23,750          7,595              32.0% 3,350              ‐                   0.0% Special assessments 1,510              ‐                   0.0% 42,500          35,193            82.8% Investment earnings 19,500          12,930            66.3% 13,340          3,317              24.9% Miscellaneous 14,560          6,486              44.5% 5,369,420    2,271,378      42.3% TOTAL REVENUES 5,100,250    2,709,264      53.1% EXPENDITURES 73,510          44,443            60.5% Mayor & Council 55,070          24,073            43.7% 434,230        219,216          50.5% Administration 402,450        195,023          48.5% 33,200          24,197            72.9% Elections 32,350          18,888            58.4% 191,550        120,707          63.0% Finance 184,220        104,973          57.0% 90,450          29,787            32.9% TCAAP 87,260          23,347            26.8% 281,080        96,949            34.5% Planning & Zoning 242,010        92,704            38.3% 223,910        105,430          47.1% Government Buildings 203,840        97,609            47.9% 1,453,280     725,980          50.0% Public Safety 1,396,130     698,501          50.0% 68,740          22,912            33.3% Dispatch 61,810          25,753            41.7% 751,180        375,589          50.0% Fire Protection 696,670        348,337          50.0% 6,830             3,004              44.0% Emergency Management 6,200             3,190              51.4% 375,770        180,998          48.2% Protective Inspections 349,860        146,376          41.8% 799,080        291,171          36.4% Street Maintenance 936,320        219,228          23.4% 237,770        73,218            30.8% Recreation 234,740        85,659            36.5% 545,590        246,564          45.2% Park Maintenance 529,240        237,281          44.8% ‐                  ‐                   N/A Transfers Out 102,540         ‐                   0.0% 5,566,170    2,560,165      46.0% TOTAL EXPENDITURES 5,520,710    2,320,943      42.0% (196,750)$    (288,787)$      146.8% NET CHANGE IN FUND BALANCE (420,460)$    388,321$        ‐92.4% 50.0% Percentage of Year Complete 50.0% Tax revenues are collected twice a year. Licenses & Permits and Charges for Services are down from 2022 because no big projects have moved forward this year. Expenditures ‐ wages are up due to COLA and insurance increases. Also, some allocation changes were made in 2023. Mayor & Council ‐ additional training costs in 2023 and added back NYFS contract. Administration ‐ property insurance costs are up in 2023. Elections ‐ timing difference with quarterly billing. Finance ‐ new laptop in 2023 and credit card fees are up. TCAAP ‐ more activity in 2023. Planning & Zoning ‐ promotion for CD Director in 2022. Government Buildings ‐ PW facility rental costs are now being charged monthly instead of semi annually. Protective Inspections ‐ payments to electrical inspector are up in 2023, based on permits issued. Street Maintenance ‐ overtime, salt & sand and central garage charges are up, partly due to plowing. Park Maintenance ‐ additional costs for dog park at Perry. CITY OF ARDEN HILLS STATEMENT OF REVENUES AND EXPENDITURES GENERAL FUND FOR THE SIX MONTHS ENDED JUNE 30 2023 2022 Total approved impacts to date on future levies: Communications Coordinator 41,000        0.87% NYFS Agreement 23,000        0.49%  $‐ $50  $100  $150  $200  $250 Taxes Licenses and permits Intergovernmental Charges for services Fines and forfeits Special assessments Investment earnings Miscellaneous Thousands General Fund Revenues 2022 2023  $‐ $100  $200  $300  $400  $500  $600  $700  $800 Mayor & Council Administration Elections Finance TCAAP Planning & Zoning Government Buildings Public Safety Dispatch Fire Protection Emergency Management Protective Inspections Street Maintenance Recreation Park Maintenance Transfers Out Thousands General Fund Expenditures 2022 2023 % of % of Budget YTD Budget Budget YTD Budget CABLE TV 56,635              56,635              Beg Fund Balance 90,743              90,743               94,500              23,965              25.4% Revenues 98,840              23,842              24.1% 142,760            56,164              39.3% Expenditures 129,810            56,762              43.7% 8,375                 24,436              End Fund Balance 59,773              57,822               Cable TV franchise revenues are receipted quarterly in the month following the end of the quarter. EDA GENERAL 662,514            662,514            Beg Fund Balance 657,906            657,906             100,000            21,315              21.3% Revenues 102,850            5,562                 5.4% 87,550              40,976              46.8% Expenditures 87,270              36,379              41.7% 674,964            642,853            End Fund Balance 673,486            627,089             EDA tax revenues are collected twice a year. TIF FUNDS 1,342,914         1,342,914         Beg Fund Balance 1,107,510         1,107,510          ‐                     11,632              N/A Revenues 382,280            3,531                 0.9% 5,700                  ‐                     0.0% Expenditures 288,580             ‐                     0.0% 1,337,214         1,354,547         End Fund Balance 1,201,210         1,111,041          The TIF note for TIF #4 Presbyterian Homes has been paid in full. EQUIP & BUILDING CAPITAL 245,914            245,914            Beg Fund Balance 261,892            261,892             390,000            13,682              3.5% Revenues 379,000            26,174              6.9% 441,520            57,509              13.0% Expenditures 433,860            53,764              12.4% 194,394            202,087            End Fund Balance 207,032            234,302             Transfers in to the Equipment & Building fund are normally completed during the 4th quarter. PARK DEVELOPMENT 218,039            218,039            Beg Fund Balance 565,168            565,168             ‐                     6,991                 N/A Revenues 12,460              13,282              106.6% ‐                      ‐                     N/A Expenditures 399,377            2,122                 0.5% 218,039            225,030            End Fund Balance 178,251            576,328             PIR FUND 4,702,027         4,702,027         Beg Fund Balance 4,990,123         4,990,123          1,872,210         373,767            20.0% Revenues 1,594,710         273,458            17.1% 2,195,700         264,889            12.1% Expenditures 2,495,510         564,394            22.6% 4,378,537         4,810,906         End Fund Balance 4,089,323         4,699,187          Revenue includes final Bethel trail contribution ($150,000) and CDBG funds for Arden Manor Park ($177,378). FIRE EQUIP CAPITAL 264,303            264,303            Beg Fund Balance 173,067            173,067             245,000            11,445              4.7% Revenues 200,550            14,381              7.2% 178,200            4,262                 2.4% Expenditures 91,700              (429)                    ‐0.5% 331,103            271,486            End Fund Balance 281,917            187,877             50.0% Percentage of Year Complete 50.0% CITY OF ARDEN HILLS OTHER GOVERNMENTAL FUNDS BUDGET SUMMARY FOR THE SIX MONTHS ENDED JUNE 30 2023 2022 Percent Received or Expended Actual Actual Variance ‐Based on Annual Thru Thru Favorable Actuals Thru Budget 06/30/22 06/30/23 (Unfavorable) 06/30/23 REVENUES User charges 2,706,920$      516,605$         569,051$         52,446$            110.2 % Connection charges 13,750              3,605                2,230                (1,375)               61.9 Other 702,240            25,811              16,145              (9,666)               62.6 Interest earnings ‐                    9,772                24,220              14,448              247.8 TOTAL REVENUES 3,422,910        555,793            611,646            55,853              110.0 EXPENSES Personnel expenses 406,710            173,045            182,708            (9,663)               105.6 Supplies and materials 53,000              23,471              13,851              9,620                59.0 Other services and charges 338,180            111,508            179,359            (67,851)             160.8 Water purchases 1,198,380        204,581            245,618            (41,036)             120.1 Depreciation 363,880             ‐                     ‐                     ‐                    N/A Capital expenses 185,000             ‐                    168                   (168)                  N/A Debt service 248,050            222,275            223,475            (1,200)               100.5 TOTAL EXPENSES 2,793,200        734,881            845,178            (110,298)          115.0 Bond Proceeds ‐                     ‐                     ‐                     ‐                    N/A Transfers out 100,000             ‐                     ‐                     ‐                    N/A EXCESS (DEFICIT) REVENUES OVER EXPENSES 529,710$         (179,088)$        (233,532)$        (54,445)$          130.4 % CITY OF ARDEN HILLS, MINNESOTA STATEMENT OF REVENUES AND EXPENSES BUDGET AND ACTUAL FOR THE SIX MONTHS ENDED JUNE 30 WATER FUND Q1 Q2 Q3 Q4 2021 ‐490,227.97 1,243,040.31 2,747,032.72 2022 1,609.48 516,604.60 1,174,144.35 2,762,395.33 2023 939.28 569,050.97  $‐  $0.50  $1.00  $1.50  $2.00  $2.50  $3.00 MillionsWater Sales Comparison Percent Received or Expended Actual Actual Variance ‐Based on Annual Thru Thru Favorable Actuals Thru Budget 06/30/22 06/30/23 (Unfavorable) 06/30/23 REVENUES User charges 2,272,980$      544,045$         599,128$         55,083$            110.1 % Connection charges 8,250                2,490                4,140                1,650                166.3 Other 6,910                2,214                1,780                (434)                  80.4 Interest earnings ‐                    3,141                10,562              7,421                336.3 TOTAL REVENUES 2,288,140        551,890            615,610            63,720              111.5 EXPENSES Personnel expenses 479,200            207,438            218,803            (11,365)             105.5 Supplies and materials 16,500              9,175                14,790              (5,615)               161.2 Other services and charges 310,370            158,176            134,257            23,919              84.9 Wastewater charges 845,370            476,688            422,684            54,003              88.7 Depreciation 198,440             ‐                     ‐                     ‐                    N/A Capital expenses 842,000            204,681            5,311                199,370            2.6 Debt service 38,250              35,025              34,425              600                   98.3 TOTAL EXPENSES 2,730,130        1,091,182        830,271            260,911            76.1 Bond Proceeds ‐                     ‐                     ‐                     ‐                    N/A Transfers out 126,000             ‐                     ‐                     ‐                    N/A EXCESS (DEFICIT) REVENUES OVER EXPENSES (567,990)$        (539,292)$        (214,661)$        324,632$         39.8 % CITY OF ARDEN HILLS, MINNESOTA STATEMENT OF REVENUES AND EXPENSES BUDGET AND ACTUAL FOR THE SIX MONTHS ENDED JUNE 30 SEWER FUND Q1 Q2 Q3 Q4 2021 171.53 518,240.72 1,050,881.97 2,104,021.86 2022 702.30 544,045.08 1,092,286.43 2,203,729.07 2023 1,043.75 599,128.48  $‐  $0.50  $1.00  $1.50  $2.00  $2.50 MillionsSewer Sales Comparison Percent Received or Expended Actual Actual Variance ‐Based on Annual Thru Thru Favorable Actuals Thru Budget 06/30/22 06/30/23 (Unfavorable) 06/30/23 REVENUES User charges 953,770$         236,370$         235,488$         (881)$                99.6 % Other ‐                     ‐                    17,414              17,414              N/A Interest earnings ‐                    1,279                5,607                4,328                438.5 TOTAL REVENUES 953,770            237,648            258,509            20,861              108.8 EXPENSES Personnel expenses 323,750            122,117            148,402            (26,285)             121.5 Supplies and materials 15,000              1,445                9,457                (8,013)               654.7 Other services and charges 254,680            51,389              53,666              (2,278)               104.4 Depreciation 151,560             ‐                     ‐                     ‐                    N/A Capital expenses 180,000            2,960                3,038                (79)                    102.7 TOTAL EXPENSES 924,990            177,910            214,564            (36,654)             120.6 Transfers out 74,000               ‐                     ‐                     ‐                    N/A EXCESS (DEFICIT) REVENUES OVER EXPENSES (45,220)$          59,738$            43,945$            (15,793)$          73.6 % CITY OF ARDEN HILLS, MINNESOTA STATEMENT OF REVENUES AND EXPENSES BUDGET AND ACTUAL FOR THE SIX MONTHS ENDED JUNE 30 SURFACE WATER MANAGEMENT FUND Q1 Q2 Q3 Q4 2021 275.71 225,409.31 450,429.11 901,529.16 2022 4,321.73 236,369.52 475,894.99 937,244.58 2023 808.42 235,488.45  $‐  $100  $200  $300  $400  $500  $600  $700  $800  $900  $1,000 ThousandsSurface Water Fees Comparison 6/30/2022 6/30/2023 Building Permit Issued 171                  217                   Building Permit Fees 250,122          114,491           Building Plan Review Fees 138,705          29,900              TOTAL BUILDING FEES 388,826          144,391           Valuations of Projects 41,024,271     9,884,390        HVAC Permits Issued 131                  123                   HVAC Permit Fees 107,411          35,554              HVAC Plan Review Fees 118                   ‐                    TOTAL HVAC FEES 107,528          35,554              Valuation of Projects 7,980,682       2,235,410        Plumbing Permits Issued 92                     86                      Plumbing Permit Fees 22,813             11,484              Plumbing Plan Review Fees ‐                    ‐                    TOTAL PLUMBING FEES 22,813             11,484              Valuation of Projects 1,583,499       697,998           TOTAL PERMITS ISSUED 394                  426                   TOTAL PERMIT FEES 519,168          191,429           TOTAL VALUATION OF PROJECTS 50,588,453     12,817,798      CITY OF ARDEN HILLS, MINNESOTA PERMIT DATA FOR BUILDING, HVAC AND PLUMBING FROM PERMITWORKS SOFTWARE FOR THE SIX MONTHS ENDED JUNE 30 Page 1 of 1 DATE: July 24, 2023 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: Julie Hanson, Assistant to the City Administrator/City Clerk SUBJECT: Annual Data Practices Policy Review Budgeted Amount: Actual Amount: Funding Source: N/A N/A N/A Council Should Consider Motions to approve, table, or deny the following: • Approving the City’s amended Minnesota Government Data Practices Policy and Procedures Background/Discussion At its June worksession, the City Council reviewed proposed changes to the City’s current Data Practices Policy (see Attachment A – worksession memo). Following that discussion, Council directed staff to bring this item forward for formal City Council approval at a future meeting. Attachment B includes the redlined info discussed at the worksession along with two additions requested at that time: a reference and link to the full Chapter 13 Data Practices statute (see page 4) as well as the addition of Safe at Home language to Appendix A (see page 25). Minnesota State Statute Chapter 13, Government Data Practices, Section 13.025, Subd. 3, provides for annual review of the City’s data practices policy by August 1 of each year. Staff will bring this item forward annually by the end of July. Budget Impact None. Attachments Attachment A: June 20, 2023 Worksession Memo Attachment B: Updated Draft Data Practices policy (redlines) Attachment C: Data Practices Policy (clean version) CONSENT ITEM – 8C MEMORANDUM Page 1 of 2 INFORMATIONAL ITEM – 3C MEMORANDUM DATE: June 20, 2023 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: Julie Hanson, Assistant to the City Administrator/City Clerk SUBJECT: Data Practices Policy Budgeted Amount: Actual Amount: Funding Source: N/A N/A N/A For Council Consideration Council should consider providing comment on proposed revisions to the City’s Data Practices Policy. Background Minnesota State Statute Chapter 13, Government Data Practices, specifically Section 13.025, Subd. 3, provides for annual review of the City’s data practices policy by August 1 of each year. While review of any required modifications to the policy are generally performed under the guidance of the League of Minnesota Cities and City Attorney, the City’s policy was last formally reviewed by Council in 2016 following recommendations by the City Attorney at that time. Earlier this spring, Councilmember Rousseau requested review of this policy and met with staff to review said policy. The City Attorney also reviewed the current policy and provided minor edits. Attached is the City’s current policy (Attachment A) as well as a redlined draft (Attachment B) that incorporates preliminary revisions from City staff, the City Attorney, and Councilmember Rousseau. Proposed revisions include the following: • Formatting and reorganization of existing sections • Clarifying the Responsible Authority • Clarifying that requests for data must be provided in writing (versus verbal) and the addition of language regarding where to access the form, including a link to the online request form Page 2 of 2 • Clarifying fees for copies (note the Fee Schedule was amended in May regarding 8 ½ x 11 and legal size copies versus larger copies) and the addition of language about how fees are calculated when searching for, retrieving and making copies • Adding language that the City may require pre-payment for copies of data • Adding a link to the MCFOA and the General Records Retention Schedule • Adding various additional miscellaneous language • Replacing Exhibit 3 – Request to Release Private Data from an Individual/from Government. These forms were replaced at the recommendation of the City Attorney and reflect the template from the Minnesota Data Practices Office (Note: the City Attorney has reviewed the redlined draft policy and has no concerns as presented) Following Council review, staff could bring a final update of the policy to the Council for approval at a subsequent regular City Council meeting. Budget Impact N/A Attachment Attachment A: Current Data Practices Policy Attachment B: Redlined Draft Revised Policy 190435v1 1 CITY OF ARDEN HILLS MINNESOTA GOVERNMENT DATA PRACTICES POLICIES and PROCEDURES August 1, 2023 Annual Review required by August 1 Owner: City Clerk/Responsible Authority 190435v1 2 CITY OF ARDEN HILLS DATA PRACTICES PROCEDURES INDEX CONTENTS  DATA PRACTICES PROCEDURES ........................................................................................... 2  I. Introduction ........................................................................................................................... 4  A. Access to Data ...................................................................................................................... 4  B. Categories of Classification ................................................................................................... 4  C. Responsible Authority ........................................................................................................... 4  II.  Public Data Access PROCEDURE ....................................................................................... 5  A. Right to Access Public Data. ................................................................................................. 5  B. Form of Request. .................................................................................................................. 5  C. Time Limits. ........................................................................................................................... 5  D. Fees. ..................................................................................................................................... 5  III. Data Subject Access PROCEDURE FOR INDIVIDUALS ..................................................... 6  A. Right to Access. .................................................................................................................... 6  B. Data Subject Access and Right to Request. ......................................................................... 6  C. Identification of Requesting Party. ........................................................................................ 7  D. Time Limits. ........................................................................................................................... 7  E. Fees. ..................................................................................................................................... 7  F. Juvenile Records ................................................................................................................... 7  IV. Denial of Access ................................................................................................................... 8  V. Summary Data ...................................................................................................................... 8  VI. Collection of Data on Individuals ........................................................................................... 8  VII. Challenge to Data Accuracy .................................................................................................. 9  190435v1 3 VIII. Ensuring Security of Not Public Data .................................................................................... 9  A. Accuracy and Currency of Data. ........................................................................................... 9  B. Data Safeguards. .................................................................................................................. 9  C. Data Inventory ..................................................................................................................... 10  D.  Employee Job Descriptions ................................................................................................. 10  E.  Data Sharing with Authorized Individuals ............................................................................ 10  F.  Contracts ............................................................................................................................. 11  G.  Penalties ............................................................................................................................. 11  EXHIBITS NUMBER List of Designees……………………………………………………………….1 Fees…………………………………………………………………………….. 2 Request to Release Private Data (From and Individual and From Government)……………………………………………………………. 3 Request for Information/MN Government Data Practices Act Form…….. 4 Access and Nondisclosure Agreement………………………………………5 Notice to Juveniles……………………………………………………………. 6 Tennessen Warning…………………………………………………………... 7 Contract Language, Outside Agents………………………………………… 8 APPENDICES LETTER Private & Confidential Data Maintained by City……………………………A 190435v1 4 CITY OF ARDEN HILLS PUBLIC DATA AND DATA SUBJECT RIGHTS ACCESS PROCEDURES I. INTRODUCTION These procedures are adopted to comply with the requirements of the Minnesota Government Data Practices Act (the “Act"), found in the Minnesota Statutes §13.025, §13.03, Subd. 2 and § 13.05, Subd. 5. Government data means all data collected, created, received, maintained or disseminated by any government entity regardless of its physical form, storage media or conditions of use. The Act, gives you, a member of the public, the right to inspect and obtain copies of public data retained by the City. The Act, also affords individuals certain rights as data subjects. For full Statute language, see Chapter 13, Government Data Practices https://www.revisor.mn.gov/statutes/cite/13 A. Access to Data All information maintained by the City is public unless there is a specific statutory designation which gives it a private, confidential or non-public classification. The City collects data on individuals and data not on individuals. This data also has varying degrees of accessibility. B. Categories of Classification Data on Individuals Data Not on Individuals Degree of Accessibility Public Public Accessible to anyone Private Non-Public Accessible to data subjects and to government officials whose duties reasonably require access. Confidential Protected Non-Public Accessible only to government officials whose duties reasonably require access. C. Responsible Authority The City Clerk is the Responsible Authority and Data Practices Act Compliance Official. The Responsible Authority has designated certain other City employees to assist in complying with the Act. These designees are listed on attached Exhibit 1. The City Clerk or their designee shall review the data practices policy and procedures annually for compliance with the Act. 190435v1 5 II. PUBLIC DATA ACCESS PROCEDURE The Act, gives all members of the public, the right to inspect and have copies of public data that the City maintains. A. Right to Access Public Data. Any person has the right to inspect and copy public data. The person requesting public data also has the right to have an explanation of the meaning of the data. The person requesting public data does not need to state his or her name or give the reason for the request. B. Form of Request. The request for public data must be in writing to the Responsible Authority. Requests can be submitted online via the City’s website at https://www.cityofardenhills.org/FormCenter/General-Forms-3/Request-for- Information-47 or by submitting the City’s Request for Information/Minnesota Government Data Practices Act form (see Exhibit 4) via email, U.S. mail, fax or in person. C. Time Limits. Requests. Requests for accessible public data will be received and processed only during normal business hours. Response. If copies cannot be made at the time of the request, data must be supplied to the requestor within a reasonable time (Minnesota Rules 1205.0300). D. Fees. Fees may be charged only if the requesting person asks for copies. If the request is for 100 or fewer black and white, letter or legal size paper copies fees will be charged according to the City's standard photocopying policy, attached as Exhibit 2. For more than 100 or fewer black and white, letter or legal size paper copies or electronic transmittal of data, the fee will include the actual cost of searching for, retrieving and copying or electronically transmitting the data. The fee may not include time necessary to separate public information from non-public information When calculating employee time for making copies, the hourly wage of the lowest-paid employee who is able to search for, retrieve, and make the copies shall be used. The responsible authority may also charge an additional fee if the copies have commercial value and are a substantial and discrete portion of a formula, compilation, program, process, or system developed with significant expenditure of public funds. This additional fee must relate to the actual development costs of the information. The City may require pre-payment for copies of data (Advisory Opinion 04-068). 190435v1 6 III. DATA SUBJECT ACCESS PROCEDURE FOR INDIVIDUALS Minn. Stat. § 13.04 is part of the Act and explains an individual’s rights as a data subject. An individual is a living human being. Information about individual people is classified by law as public, private, or confidential. A list of the private and confidential information maintained by the City is contained in Appendix A. A. Right to Access. Public information about an individual may be shown or given to anyone requesting the information. Private information about an individual may be shown or given to: • The individual who is the data subject, but only once every six (6) months, unless a dispute has arisen or additional data has been collected. • A person who has been given access by the express written consent of the data subject. This consent must be on the form attached as Exhibit 3, or a form reasonably similar. • People who are authorized access by the federal, state, or local law or by court order. • People about whom the individual was advised at the time the data was collected. The identity of those people must be part of the Tennessen Warning, attached as Exhibit 7. • City staff and outside agents (such as attorneys) whose work assignments or responsibilities reasonably require access. City Council’s access to private personnel data is limited to instances when an employee is facing a complaint or disciplinary action is being considered. Confidential information may not be given to the subject of the data, but may be shown or given to:  Anyone who is authorized by federal, state, or local law or by court order.  City staff, City Council, and outside agents (such as attorneys) whose work assignments or responsibilities reasonably require access. B. Data Subject Access and Right to Request. An individual may submit a request in writing whether the individual is the subject of data maintained by the City, and whether that data is classified as public, private, or confidential. All requests to see or copy private or confidential information must be in writing. An Information Disclosure Request, attached as Exhibit 4, must be completed to document who requests and who receives this information. The Responsible Authority or designee must complete the relevant portions of the form (see Section II, B. Form of Request, above for options to submit the form). The Responsible Authority or designee may waive the use of this form if there is other documentation of the requesting party's identity, the information requested, and the City's response. A response to a request for data relating to litigation will be made after consultation with the City Attorney. 190435v1 7 C. Identification of Requesting Party. The Responsible Authority or designee must verify the identity of the requesting party as a person entitled to access. This can be through personal knowledge, presentation of written identification, comparison of the data subject's signature on a consent form with the person's signature in City records, or other reasonable means. D. Time Limits.  Requests. Requests will be received and processed only during normal business hours.  Response. The response must be immediate, if possible, or within five (5) working days if an immediate response is not possible. The City may have an additional five (5) working days, not to exceed 10 days total, to respond if it notifies the requesting person that it cannot comply within five (5) working days. E. Fees. Fees may be charged in the same manner as for public information. F. Juvenile Records. The following applies to private (not confidential) data about people under the age of 18.  Parental Access. In addition to the people listed above who may have access to private data, a parent may have access to private information about a juvenile data subject. "Parent" means the parent or guardian of a juvenile data subject, or individual acting as a parent or guardian in the absence of a parent or guardian. The parent is presumed to have this right unless the Responsible Authority or designee has been given evidence that there is a state law, court order, or other legally binding document which prohibits this right.  Notice to Juvenile. Before requesting private data from juveniles, city personnel must notify the juveniles that they may request that the information not be given to their parent(s). This notice should be in the form attached as Exhibit 6.  Denial of Parental Access. The Responsible Authority or designee may deny parental access to private data when the juvenile requests this denial and the Responsible Authority or designee determines that withholding the data would be in the best interest of the juvenile. The request from the juvenile must be in writing stating the reasons for the request. In determining the best interest of the juvenile, the Responsible Authority or designee will consider:  Whether the juvenile is of sufficient age and maturity to explain the reasons and understand the consequences of the request to deny access,  Whether denying access may protect the juvenile from physical or emotional harm,  Whether there is reasonable grounds to support the juvenile's reasons for denying parental access,  Whether disclosure of the data could lead to physical or emotional harm to the minor; and Whether the data concerns medical, dental, or other health services provided under 190435v1 8 Minnesota Statutes § 144.341 to 144.347. If so, the data may be released only if failure to inform the parent would seriously jeopardize the health of the minor. The Responsible Authority may deny parental access to private data on a juvenile without a request from the juvenile pursuant to Minnesota Statutes §§ 144.291 to 144.298 or any other statute or federal law that allows or requires the Responsible Authority to deny parental access, if such state statute or federal law provides standards which limit the exercise of discretion of the Responsible Authority. IV. DENIAL OF ACCESS If the Responsible Authority or designee determines that the requested data is not accessible to the requesting party, the Responsible Authority or designee must inform the requesting party orally at the time of the request or in writing as soon after that as possible. The Responsible Authority or designee must give the specific legal authority, including statutory section, for withholding the data. The Responsible Authority or designee must place an oral denial in writing upon request. This must also include the specific legal authority for the denial. V. SUMMARY DATA Summary data is statistical records and reports derived from data on individuals but which does not identify an individual by name or any other characteristic that could uniquely identify an individual. Summary data derived from private or confidential data is public. The Responsible Authority or designee will prepare summary data upon request, if the request is in writing and the requesting party pays for the cost of preparation. The Responsible Authority or designee must notify the requesting party about the estimated costs and collect those costs before preparing or supplying the summary data. This should be done within ten (10) days after receiving the request. If the summary data cannot be prepared within ten (10) days, the responsible authority must notify the requester of the anticipated time schedule and the reasons for the delay. Summary data may be prepared by "blacking out" personal identifiers, cutting out portions of the records that contain personal identifiers, programming computers to delete personal identifiers, or other reasonable means. The Responsible Authority may ask an outside agency or person to prepare the summary data if (1) the specific purpose is given in writing, (2) the agency or person agrees not to disclose the private or confidential data, and (3) the Responsible Authority determines that access by this outside agency or person will not compromise the privacy of the private or confidential data. The Responsible Authority may use the form attached as Exhibit 5. VI. COLLECTION OF DATA ON INDIVIDUALS The collection and storage of information about individuals will be limited to that necessary for the administration and management of programs specifically authorized by the state legislature, city council, or federal government. When an individual is asked to supply private or confidential information about the individual, the City employee requesting the information must give the individual a Tennessen Warning. This warning must contain the following:  The purpose and intended use of the requested data, 190435v1 9  Whether the individual may refuse or is legally required to supply the requested data,  Any known consequences from supplying or refusing to supply the information, and  The identity of other persons or entities authorized by state or federal law to receive the data. A Tennessen Warning is not required when an individual is requested to supply investigative data to a law enforcement officer. A Tennessen Warning may be on a separate form or may be incorporated into the form which requests the private or confidential data. See attached Exhibit 7. VII. CHALLENGE TO DATA ACCURACY An individual who is the subject of public or private data may contest the accuracy or completeness of that data maintained by the City. The individual must notify the City's Responsible Authority in writing describing the nature of the disagreement. Within 30 days, the Responsible Authority or designee must respond and either (1) correct the data found to be inaccurate or incomplete and attempt to notify past recipients of inaccurate or incomplete data, including recipients named by the individual, or (2) notify the individual that the authority believes the data to be correct. An individual who is dissatisfied with the Responsible Authority's action may appeal to the Commissioner of the Minnesota Department of Administration, using the contested case procedures under Minnesota Statutes Chapter 14. The Responsible Authority will correct any data if so ordered by the Commissioner. VIII. ENSURING SECURITY OF NOT PUBLIC DATA A. Accuracy and Currency of Data. All employees will be requested, and given appropriate forms, to provide updated personal information to the appropriate supervisor, City Clerk, or City Administrator, which is necessary for tax, insurance, emergency notification, and other personnel purposes. Other people who provide private or confidential information will also be encouraged to provide updated information when appropriate. Department heads should periodically review forms used to collect data on individuals to delete items that are not necessary and to clarify items that may be ambiguous. All records must be disposed of according to the City's records retention schedule. B. Data Safeguards. Private and confidential information will be stored in files or databases which are not readily accessible to individuals who do not have authorized access and which will be secured during hours when the offices are closed. Private and confidential data must be kept only in City offices, except when necessary for City business. Only those employees whose job responsibilities require them to have access will be allowed access to files and records that contain private or confidential information. These 190435v1 10 employees will be instructed to:  not discuss, disclose, or otherwise release private or confidential data to City employees whose job responsibilities do not require access to the data,  not leave private or confidential data where non-authorized individuals might see it, password protect employee computers and lock computers before leaving workstations;  secure private or confidential data within locked work spaces and in locked file cabinets; and  shred private or confidential data before discarding. C. Data Inventory Under the requirements of Minnesota Statutes § 13.025, subd. 1, the City has prepared a Data Inventory which identifies and describes all not public data on individuals maintained by the City. To comply with Minnesota Statutes § 13.05 subd. 5, the City has modified its Data Inventory to represent the employees who have access to not public data. In the event of temporary duty as assigned by a manager or supervisor, an employee may access certain not public data, for as long as the work is assigned to the employee. In addition to the employees listed in the City’s Data Inventory, the Responsible Authority, the Data Practices Compliance Official, the City Administrator, Department Heads, and the City Attorney may have access to all not public data maintained by the City if necessary for specified duties. Any access to not public data will be strictly limited to the data necessary to complete the work assignment. The City’s General Records Retention Schedule lists data maintained by the City and its classification. The retention schedule is available on the Minnesota Clerks and Finance Officers Association (MCFOA) website at https://www.mcfoa.org/resources/Documents/2021_Retention_Schedule.pdf or by request at Arden Hills City Hall. D. Employee Job Descriptions Employee Job Descriptions may contain provisions identifying any not public data accessible to the employee when a work assignment reasonably requires access. E. Data Sharing with Authorized Individuals State or federal law may authorize the sharing of not public data in specific circumstances. Not public data may be shared with another entity if a federal or state law allows or mandates it. Individuals will have notice of any sharing in applicable Tennessen warnings (See Minnesota Statutes, section 13.04) or the City will obtain informed consent. Any sharing of not public data will be strictly limited to the data necessary or required to comply with the applicable law. 190435v1 11 F. Contracts When a contract with an outside party requires access to private or confidential information the contracting party will be required to use and disseminate the information consistent with the Act. The City may include in a written contract the language contained in Exhibit 8. G. Penalties The City will utilize the penalties for unlawful access to not public data as provided for in Minnesota Statutes, section 13.09, if necessary. Penalties included suspension, dismissal, or referring the matter to the appropriate prosecutorial authority who may pursue a criminal misdemeanor charge. 190435v1 12 EXHIBIT 1 LIST OF DESIGNEES The Minnesota Data Practices Act establishes a system for compilation and distribution of data gathered by government agencies. All data collected and maintained by the City of Arden Hills is presumed public and accessible to the public for both inspection and copying, unless classified as Private, Confidential, Non-public, or Protected Non-public in accordance with federal law, state statute or a temporary classification (Minn. Stat. 13.01). The City of Arden Hills has appointed the following designees to administer this policy: City Administrator Finance Director Community Development Director Public Works Director Other positions responsible for maintenance of City records are as apparent or assigned. 190435v1 13 EXHIBIT 2 FEES SEE CITY OF ARDEN HILLS FEE SCHEDULE https://www.cityofardenhills.org/DocumentCenter/View/8/2023-Fee-Schedule-PDF?bidId= 190435v1 14 EXHIBIT 3 REQUEST TO RELEASE PRIVATE DATA FROM AN INDIVIDUAL If you have a question about anything about this consent, or would like more explanation before you sign it, please contact the Responsible Authority (or Designee): City Clerk City of Arden Hills 1245 W Highway 96, Arden Hills MN 55112 651-792-7811 I, _____________________________________________, give my permission for the City of Arden Hills to release data about me to ____________________________________________ (name of other entity/person) as described in this consent. 1. The specific data I want the City of Arden Hills to release includes (explain data): 2. I understand that I have asked the City of Arden Hills to release the data. 3. I understand that although the data are classified as private at the City of Arden Hills, the classification/treatment of the data at _____________________________ (name of other entity/person) may not be the same and is dependent on laws or policies that apply to ___________________________________ (name of other entity/person). [OPTIONAL] This permission to release expires (date) _______________, 20__ at _____ am/pm. __________________________________________________ _______________________ Signature Date __________________________________________________ _______________________ Signature of Parent/Legal Guardian Date 190435v1 15 EXHIBIT 3 continued REQUEST TO RELEASE PRIVATE DATA FROM GOVERNMENT Explanation of your rights:  You have the right to choose what data we release. This means you can let us release all of the data, some of the data, or none of the data listed in this consent. Before you give permission to release the data, we encourage you to review the data listed in this consent.  You have the right to let us release the data to all, some, or none of the persons or entities listed on this form. This means you can choose which entities or persons may receive the data and what data they may receive.  You have the right to ask us to explain the consequences for giving your permission to release the data.  You may withdraw your permission at any time. Withdrawing your permission will not affect the data that we have already released because we had your permission to release the data.  You may give us permission to discuss the data released by this form with the outside entity. If you choose not to give us permission, you may still allow us to release the data. If you have a question about anything about this consent, or would like more explanation before you sign it, please contact the Responsible Authority (or Designee): City Clerk City of Arden Hills 1245 W Highway 96, Arden Hills MN 55112 651-792-7811 _______________________________________________________________________________________________________________ PERMISSION TO RELEASE I, ___________________________________, give my permission for the City of Arden Hills to release data about me to ___________________________________________ (name of other entity/person) as described in this consent. I understand that my decision to allow release of the data to _____________________________________________(name of other entity/person) is voluntary. 1. The specific data that the City of Arden Hills may release to ____________________________ (name of other entity/person) are (explain data): 2. I understand the City of Arden Hills wants to release the data for this reason (explain reason): 3. I understand that although the data are classified as private at the City of Arden Hills, the classification/treatment of the data at ___________________________________________ (name of other entity/person) may not be the same and is dependent on laws or policies that apply to ___________________________ (name of other entity/person). [INCLUDE OTHER CONSEQUENCES] 4. [OPTIONAL]. I give the City of Arden Hills permission to discuss the data released by this consent with _________________________________ (name of other entity/person). [OPTIONAL] This permission to release expires (date) _______________, 20__ at _____ am/pm. __________________________________________________ _______________________ Signature Date __________________________________________________ _______________________ Signature of Parent/Legal Guardian Date 190435v1 16 IDENTITY VERIFIED BY: Witness: ______________________________ Identification: Driver's License, State ID, Passport, other:_____________________________ Comparison with signature on file Other: _________________________ Responsible Authority/Designee: 190435v1 17 EXHIBIT 4 CITY OF ARDEN HILLS REQUEST FOR INFORMATION Minnesota Government Data Practices Act A. Completed by Requestor REQUESTOR NAME (Last, First, M.): DATE OF REQUEST: STREET ADDRESS: PHONE NUMBER: CITY, STATE. ZIP CODE: EMAIL ADDRESS: SIGNATURE: DESCRIPTION OF THE INFORMATION REQUESTED: The City makes every effort to respond to data requests in a reasonable amount of time (generally within five (5) to seven (7) working days). Please note that larger data requests typically require additional time. We appreciate your patience. B. Completed by Department DEPARTMENT NAME: HANDLED BY: INFORMATION CLASSIFIED AS: PUBLIC NON-PUBLIC PRIVATE PROTECTED NON-PUBLIC CONFIDENTIAL ACTION: APPROVED APPROVED IN PART (explain below) DENIED (explain below) REMARKS OR BASIS FOR DENIAL INCLUDING STATUTE SECTION: PHOTOCOPYING CHARGES: NONE ______ Pages x ______________= ____________ Special Rate: ______________ (attach explanation) IDENTITY VERIFIED FOR PRIVATE INFORMATION: IDENTIFICATION: DRIVER’S LICENSE, STATE I.D., etc. COMPARISON WITH SIGNATURE ON FILE PERSONAL KNOWLEDGE OTHER: ________________________________________ AUTHORIZED SIGNATURE: DATE: 190435v1 18 EXHIBIT 5 GOVERNMENT DATA ACCESS AND NONDISCLOSURE AGREEMENT FOR SUMMARY DATA 1. AUTHORIZATION. City of Arden Hills ("City") hereby authorizes ___________("Authorized Party") access to the following government data: 2. PURPOSE. Access to this government data is limited to the objective of creating summary data for the following purpose: 3. COST. (Check which applies):  The Authorized Party is the person who requested the summary data and agrees to bear the City's costs associated with the preparation of the data which has been determined to be $___.  The Authorized Party has been requested by the City to prepare summary data and will be paid in accordance with attached Exhibit 2. 4. SECURITY. The Authorized Party agrees that it and any employees or agents under its control must protect the privacy interests of individual data subjects in accordance with the terms of this Agreement. The Authorized Party agrees to remove all unique personal identifiers which could be used to identify any individual from data classified by state or federal law as not public Which IS Obtained from City records and incorporated into reports, summaries, compilations, articles, or any document or series of documents. Data contained in files, records, microfilm, or other storage media maintained by the City are the City's property and are not to leave the City's custody. The Authorized Party agrees not to make reproductions of any data or remove any data from the site where it is provided, if the data can in any way identify an individual. No data which is not public and which is irrelevant to the purpose stated above will ever be disclosed or communicated to anyone by any means. The Authorized Party warrants that the following named individual(s) will be the only person(s) to participate in the collection of the data described above: 5. LIABILITY FOR DISCLOSURE. The Authorized Party is liable for any unlawful use or disclosure of government data collected, used and maintained in the exercise of this 190435v1 19 Agreement and classified as not public under state or federal law. The Authorized Party understands that it may be subject to civil or criminal penalties under those laws. The Authorized Party agrees to defend, indemnify, and hold the City, its officers and employees harmless from any liability, claims, damages, costs, judgments, or expenses, including reasonable attorneys' fees, resulting directly or indirectly from an act or omission of the Authorized Party, its agents, employees or assignees under this Agreement and against all loss by reason of the Authorized Party's failure to fully perform in any respect all obligations under this Agreement. 6. INSURANCE. In order to protect itself as well as the City, the Authorized Party agrees at all times during the term of this Agreement to maintain insurance covering the Authorized Party's activities under this Agreement. The insurance will cover $1,000,000 per claimant for personal injuries and/or damages and $1,000,000 per occurrence. The policy must cover the indemnification obligation specified above. 7. ACCESS PERIOD. The Authorized Party may have access to the information described above from ________________ to ________________. 8. SURVEY RESULTS. (Check which applies):  If the Authorized Party is the requestor, a copy of all reports, summaries, compilations, articles, publications or any document or series of documents which are created from the information provided under this Agreement must be made available to the City in its entirety.  If the Authorized Party is a contractor of the City, all copies of reports, summaries, compilations, articles, publications or any document or series of documents which are created from the information provided under this Agreement must be provided to the City. The Authorized Party may retain one copy for its own records but may not disclose it without City permission, except in defense of claims brought against it. AUTHORIZED PARTY: By: __________________________ Date:_______________________ Title (if applicable): _____________ CITY OF ARDEN HILLS By: __________________________ Date: _______________________ Its:____________________ 190435v1 20 EXHIBIT 6 NOTICE TO PERSONS UNDER AGE OF 18 Some of the information you are asked to provide is classified as private under state law. You have the right to request that some of all of the information not be given to one or both of your parents/legal guardians. Please complete the form below if you wish to have information withheld. Your request does not automatically mean that the information will be withheld. State law requires the City to determine if honoring the request would be in your best interest. The City is required to consider: • Whether you are of sufficient age and maturity to explain the reasons and understand the consequences, • Whether denying access may protect you from physical or emotional harm, • Whether there is reasonable grounds to support your reasons, and • Whether the data concerns medical, dental, or other health services provided under Minnesota Statutes § 144.341 to 144.347. If so, the data may be released only if failure to inform the parent would seriously jeopardize your health. NOTICE GIVEN To: ______________________ DATE: BY:_________________________ ___________________________ (name) (title) REQUEST TO WITHHOLD INFORMATION I request that the following information: Be withheld from: For these reasons: Date: ______________ Print Name:______________________ Signature:____________________________ 190435v1 21 EXHIBIT 7 DATA PRACTICES ADVISORY Some or all of the information that you are asked to provide on the attached form is classified by state law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is:_________________________________ __________________________________________________________________________ You are/are not legally required to provide this information. If you refuse to supply the information, the following may happen: ____________________________________ Other persons or entities who are authorized by law to receive this information are:__________ ____________________________________________________________________________ 190435v1 22 EXHIBIT 8 SAMPLE CONTRACT PROVISION Data Practices Compliance. Contractor will have access to data collected or maintained by the City to the extent necessary to perform Contractor's obligations under this contract. Contractor agrees to maintain all data obtained from the City in the same manner as the City is required under the Minnesota Government Data Practices Act, Minn. Stat. Chap. 13 (the "Act"). Contractor will not release or disclose the contents of data classified as not public to any person except at the written direction of the City. Contractor agrees to defend and indemnify the City from any claim, liability, damage or loss asserted against the City as a result of Contractor's failure to comply with the requirements of the Act or this contract. Upon termination of this contract. Contractor agrees to return data to the City, as requested by the City. 190435v1 23 APPENDIX A PRIVATE AND CONFIDENTIAL DATA MAINTAINED BY CITY 1. Personnel Data (Private) Minn. Stat. §13.43. The following data on individuals who are or were an employee, an applicant for employment, volunteer, independent contractor, or member or applicant for advisory board or commission, is public.  Name  Actual gross salary  Salary range  Contract fees  Actual gross pension  Value and nature of employer paid fringe benefits  Basis for and amount of added remuneration, including expense reimbursement  Job title  Job description  Education and training background  Previous work experience  Date of first and last employment  The existence and status (but not nature) of any complaints or charges against the employee, whether or not resulting in discipline  Final disposition of any disciplinary action, with specific reasons for the action and data documenting the basis of the action, excluding data that would identify confidential sources who are employees  Terms of any agreement settling any dispute arising from the employment relationship, including a "buyout" agreement  Work location  Work telephone number  Badge number  Honors and awards received  Payroll time sheets or other comparable data that are only used to account for employee's work time for payroll purposes, except to the extent that release of time sheet data would reveal the employee's reasons for the use of sick or other medical leave or other non-public data All data about an individual who is employed as, or an applicant to be, an undercover law enforcement officer is private data. If it is reasonably necessary to protect an employee from harm to self or to protect another person who may be harmed by the employee, information that is relevant to the safety concerns may be released to (1) the person who may be harmed or to the person's attorney when relevant to obtaining a restraining order, (2) a prepetition screening team in the commitment process, or (3) a court, law enforcement agency or prosecuting authority. 190435v1 24 2. Employment Data (Private) Minn. Stat. §13.43. Data about current and former applicants for employment, except the following which is public:  Veteran status  Relevant test scores  Rank on eligible list  Job history  Education and training  Work availability  Name, after being certified as eligible for appointment to a vacancy or when considered a finalist for a position of public employment (which occurs when the person has been selected to be interviewed by the appointing authority)  Names and addresses of applicants for and members of an advisory board or commission are public. 3. Property Complaint Data (Confidential) Minn. Stat. §13.44. The identities of individuals who register complaints concerning violations of state laws or local ordinances concerning the use of real property. 4. Security Information (Private) Minn. Stat. §13.37. Data which if disclosed would be likely to substantially jeopardize the security of information, possessions, individuals or property against theft, tampering, improper use, attempted escape, illegal disclosure, trespass, or physical injury. This includes crime prevention block maps and lists of volunteers who participate in community crime prevention programs and their home addresses and telephone numbers, but these may be disseminated to other volunteers participating in crime prevention programs. 5. Absentee Ballots (Private) Minn. Stat. §13.37. Sealed absentee ballots before opening by an election judge. 6. Sealed Bids (Private) Minn. Stat. §13.37. Sealed bids, including the number of bids received, prior to opening. 7. Labor Relations Information (Private) Minn. Stat. §13.37. Management positions on economic and noneconomic items that have not been presented during the collective bargaining process or interest arbitration, including information collected or create to prepare the management position. 8. Examination Data Minn. Stat. §13.34. Completed versions of personnel and licensing examinations are private, unless the responsible authority determines that they should be confidential because access would compromise the objectivity, fairness, or integrity of the examination process. 190435v1 25 9. Elected and Appointed Officials Data (Private) Minn. Stat. §13.601. Correspondence between individuals and elected officials, but either may make it public. Application for appointment data is private, except specified data that is public as part of the application process and additional listed items of data once an individual is appointed. 10. Benefit Data (Private) Minn. Stat. §13.642. All data about individuals participating in the City's housing rehabilitation program. 11. Civil Investigative Data Minn.Stat. §13.39. Data collected as part of an active investigation undertaken to commence or defend pending civil litigation, or which are retained in anticipation of pending civil litigation is confidential, except that a complainant's statement is private. 12. Appraisal Data (Confidential) Minn. Stat. §13.44 Subd. 3. Appraisals made for the purpose of selling or acquiring land. 13. Recreation Data (Private) Minn.Stat. §13.548. For people enrolling in recreational or other social programs: name, address, telephone number, any other data that identifies the individual, and any data which describes the health or medical condition of the individual, family relationships, living arrangements, and opinions as to the emotional makeup or behavior of an individual. 14. City Attorney Records Minn.Stat. §13.393. The use, collection, storage, and dissemination of data by the city attorney is governed by statutes, rules, and professional standards concerning discovery. production of documents, introduction of evidence, and professional responsibility. Data which is the subject of attorney- client privilege is confidential. Data which is the subject of the "work product" privilege is confidential. 15. Safe At Home Participant Data Minn.Stat. §13.045 Subd 2. Participants of the Safe at Home Program may have identity and location data which may be classified as private. Participants may submit a Notice of their participation with the Responsible Authority.   190435v1 1 CITY OF ARDEN HILLS MINNESOTA GOVERNMENT DATA PRACTICES POLICIES and PROCEDURES August 1, 2023 Annual Review required by August 1 Owner: City Clerk/Responsible Authority 190435v1 2 CITY OF ARDEN HILLS DATA PRACTICES PROCEDURES INDEX CONTENTS DATA PRACTICES PROCEDURES........................................................................................... 2 I. Introduction .......................................................................................................................... 4 A. Access to Data .................................................................................................................... 4 B. Categories of Classification .................................................................................................. 4 C. Responsible Authority .......................................................................................................... 4 II. Public Data Access PROCEDURE ...................................................................................... 5 A. Right to Access Public Data. ................................................................................................ 5 B. Form of Request. ................................................................................................................. 5 C. Time Limits. ......................................................................................................................... 5 D. Fees. ................................................................................................................................... 5 III. Data Subject Access PROCEDURE FOR INDIVIDUALS ..................................................... 6 A. Right to Access. ................................................................................................................... 6 B. Data Subject Access and Right to Request. ......................................................................... 6 C. Identification of Requesting Party. ........................................................................................ 7 D. Time Limits. ......................................................................................................................... 7 E. Fees. ................................................................................................................................... 7 F. Juvenile Records ................................................................................................................. 7 IV. Denial of Access .................................................................................................................. 8 V. Summary Data ..................................................................................................................... 8 VI. Collection of Data on Individuals .......................................................................................... 8 VII. Challenge to Data Accuracy ................................................................................................. 9 190435v1 3 VIII. Ensuring Security of Not Public Data ................................................................................... 9 A. Accuracy and Currency of Data. .......................................................................................... 9 B. Data Safeguards. ................................................................................................................. 9 C. Data Inventory ................................................................................................................... 10 D. Employee Job Descriptions ................................................................................................ 10 E. Data Sharing with Authorized Individuals ........................................................................... 10 F. Contracts ........................................................................................................................... 11 G. Penalties............................................................................................................................ 11 EXHIBITS NUMBER List of Designees… .................................................................................. 1 Fees… ..................................................................................................... 2 Request to Release Private Data (From and Individual and From Government)… ............................................................................... 3 Request for Information/MN Government Data Practices Act Form… ...... 4 Access and Nondisclosure Agreement… ................................................. 5 Notice to Juveniles… ............................................................................... 6 Tennessen Warning… ............................................................................. 7 Contract Language, Outside Agents… ..................................................... 8 APPENDICES LETTER Private & Confidential Data Maintained by City… ................................... A 190435v1 4 CITY OF ARDEN HILLS PUBLIC DATA AND DATA SUBJECT RIGHTS ACCESS PROCEDURES I. INTRODUCTION These procedures are adopted to comply with the requirements of the Minnesota Government Data Practices Act (the “Act"), found in the Minnesota Statutes §13.025, §13.03, Subd. 2 and § 13.05, Subd. 5. Government data means all data collected, created, received, maintained or disseminated by any government entity regardless of its physical form, storage media or conditions of use. The Act, gives you, a member of the public, the right to inspect and obtain copies of public data retained by the City. The Act, also affords individuals certain rights as data subjects. For full Statute language, see Chapter 13, Government Data Practices https://www.revisor.mn.gov/statutes/cite/13 A. Access to Data All information maintained by the City is public unless there is a specific statutory designation which gives it a private, confidential or non-public classification. The City collects data on individuals and data not on individuals. This data also has varying degrees of accessibility. B. Categories of Classification Data on Individuals Data Not on Individuals Degree of Accessibility Public Public Accessible to anyone Private Non-Public Accessible to data subjects and to government officials whose duties reasonably require access. Confidential Protected Non-Public Accessible only to government officials whose duties reasonably require access. C. Responsible Authority The City Clerk is the Responsible Authority and Data Practices Act Compliance Official. The Responsible Authority has designated certain other City employees to assist in complying with the Act. These designees are listed on attached Exhibit 1. The City Clerk or their designee shall review the data practices policy and procedures annually for compliance with the Act. 190435v1 5 II. PUBLIC DATA ACCESS PROCEDURE The Act, gives all members of the public, the right to inspect and have copies of public data that the City maintains. A. Right to Access Public Data. Any person has the right to inspect and copy public data. The person requesting public data also has the right to have an explanation of the meaning of the data. The person requesting public data does not need to state his or her name or give the reason for the request. B. Form of Request. The request for public data must be in writing to the Responsible Authority. Requests can be submitted online via the City’s website at https://www.cityofardenhills.org/FormCenter/General-Forms-3/Request-for- Information-47 or by submitting the City’s Request for Information/Minnesota Government Data Practices Act form (see Exhibit 4) via email, U.S. mail, fax or in person. C. Time Limits. Requests. Requests for accessible public data will be received and processed only during normal business hours. Response. If copies cannot be made at the time of the request, data must be supplied to the requestor within a reasonable time (Minnesota Rules 1205.0300). D. Fees. Fees may be charged only if the requesting person asks for copies. If the request is for 100 or fewer black and white, letter or legal size paper copies fees will be charged according to the City's standard photocopying policy, attached as Exhibit 2. For more than 100 or fewer black and white, letter or legal size paper copies or electronic transmittal of data, the fee will include the actual cost of searching for, retrieving and copying or electronically transmitting the data. The fee may not include time necessary to separate public information from non-public information When calculating employee time for making copies, the hourly wage of the lowest-paid employee who is able to search for, retrieve, and make the copies shall be used. The responsible authority may also charge an additional fee if the copies have commercial value and are a substantial and discrete portion of a formula, compilation, program, process, or system developed with significant expenditure of public funds. This additional fee must relate to the actual development costs of the information. The City may require pre-payment for copies of data (Advisory Opinion 04-068). 190435v1 6 III. DATA SUBJECT ACCESS PROCEDURE FOR INDIVIDUALS Minn. Stat. § 13.04 is part of the Act and explains an individual’s rights as a data subject. An individual is a living human being. Information about individual people is classified by law as public, private, or confidential. A list of the private and confidential information maintained by the City is contained in Appendix A. A. Right to Access. Public information about an individual may be shown or given to anyone requesting the information. Private information about an individual may be shown or given to: • The individual who is the data subject, but only once every six (6) months, unless a dispute has arisen or additional data has been collected. • A person who has been given access by the express written consent of the data subject. This consent must be on the form attached as Exhibit 3, or a form reasonably similar. • People who are authorized access by the federal, state, or local law or by court order. • People about whom the individual was advised at the time the data was collected. The identity of those people must be part of the Tennessen Warning, attached as Exhibit 7. • City staff and outside agents (such as attorneys) whose work assignments or responsibilities reasonably require access. City Council’s access to private personnel data is limited to instances when an employee is facing a complaint or disciplinary action is being considered. Confidential information may not be given to the subject of the data, but may be shown or given to: • Anyone who is authorized by federal, state, or local law or by court order. • City staff, City Council, and outside agents (such as attorneys) whose work assignments or responsibilities reasonably require access. B. Data Subject Access and Right to Request. An individual may submit a request in writing whether the individual is the subject of data maintained by the City, and whether that data is classified as public, private, or confidential. All requests to see or copy private or confidential information must be in writing. An Information Disclosure Request, attached as Exhibit 4, must be completed to document who requests and who receives this information. The Responsible Authority or designee must complete the relevant portions of the form (see Section II, B. Form of Request, above for options to submit the form). The Responsible Authority or designee may waive the use of this form if there is other documentation of the requesting party's identity, the information requested, and the City's response. A response to a request for data relating to litigation will be made after consultation with the City Attorney. 190435v1 7 C. Identification of Requesting Party. The Responsible Authority or designee must verify the identity of the requesting party as a person entitled to access. This can be through personal knowledge, presentation of written identification, comparison of the data subject's signature on a consent form with the person's signature in City records, or other reasonable means. D. Time Limits. • Requests. Requests will be received and processed only during normal business hours. • Response. The response must be immediate, if possible, or within five (5) working days if an immediate response is not possible. The City may have an additional five (5) working days, not to exceed 10 days total, to respond if it notifies the requesting person that it cannot comply within five (5) working days. E. Fees. Fees may be charged in the same manner as for public information. F. Juvenile Records. The following applies to private (not confidential) data about people under the age of 18. • Parental Access. In addition to the people listed above who may have access to private data, a parent may have access to private information about a juvenile data subject. "Parent" means the parent or guardian of a juvenile data subject, or individual acting as a parent or guardian in the absence of a parent or guardian. The parent is presumed to have this right unless the Responsible Authority or designee has been given evidence that there is a state law, court order, or other legally binding document which prohibits this right. • Notice to Juvenile. Before requesting private data from juveniles, city personnel must notify the juveniles that they may request that the information not be given to their parent(s). This notice should be in the form attached as Exhibit 6. • Denial of Parental Access. The Responsible Authority or designee may deny parental access to private data when the juvenile requests this denial and the Responsible Authority or designee determines that withholding the data would be in the best interest of the juvenile. The request from the juvenile must be in writing stating the reasons for the request. In determining the best interest of the juvenile, the Responsible Authority or designee will consider: • Whether the juvenile is of sufficient age and maturity to explain the reasons and understand the consequences of the request to deny access, • Whether denying access may protect the juvenile from physical or emotional harm, • Whether there is reasonable grounds to support the juvenile's reasons for denying parental access, • Whether disclosure of the data could lead to physical or emotional harm to the minor; and Whether the data concerns medical, dental, or other health services provided under 190435v1 8 Minnesota Statutes § 144.341 to 144.347. If so, the data may be released only if failure to inform the parent would seriously jeopardize the health of the minor. The Responsible Authority may deny parental access to private data on a juvenile without a request from the juvenile pursuant to Minnesota Statutes §§ 144.291 to 144.298 or any other statute or federal law that allows or requires the Responsible Authority to deny parental access, if such state statute or federal law provides standards which limit the exercise of discretion of the Responsible Authority. IV. DENIAL OF ACCESS If the Responsible Authority or designee determines that the requested data is not accessible to the requesting party, the Responsible Authority or designee must inform the requesting party orally at the time of the request or in writing as soon after that as possible. The Responsible Authority or designee must give the specific legal authority, including statutory section, for withholding the data. The Responsible Authority or designee must place an oral denial in writing upon request. This must also include the specific legal authority for the denial. V. SUMMARY DATA Summary data is statistical records and reports derived from data on individuals but which does not identify an individual by name or any other characteristic that could uniquely identify an individual. Summary data derived from private or confidential data is public. The Responsible Authority or designee will prepare summary data upon request, if the request is in writing and the requesting party pays for the cost of preparation. The Responsible Authority or designee must notify the requesting party about the estimated costs and collect those costs before preparing or supplying the summary data. This should be done within ten (10) days after receiving the request. If the summary data cannot be prepared within ten (10) days, the responsible authority must notify the requester of the anticipated time schedule and the reasons for the delay. Summary data may be prepared by "blacking out" personal identifiers, cutting out portions of the records that contain personal identifiers, programming computers to delete personal identifiers, or other reasonable means. The Responsible Authority may ask an outside agency or person to prepare the summary data if (1) the specific purpose is given in writing, (2) the agency or person agrees not to disclose the private or confidential data, and (3) the Responsible Authority determines that access by this outside agency or person will not compromise the privacy of the private or confidential data. The Responsible Authority may use the form attached as Exhibit 5. VI. COLLECTION OF DATA ON INDIVIDUALS The collection and storage of information about individuals will be limited to that necessary for the administration and management of programs specifically authorized by the state legislature, city council, or federal government. When an individual is asked to supply private or confidential information about the individual, the City employee requesting the information must give the individual a Tennessen Warning. This warning must contain the following: • The purpose and intended use of the requested data, 190435v1 9 • Whether the individual may refuse or is legally required to supply the requested data, • Any known consequences from supplying or refusing to supply the information, and • The identity of other persons or entities authorized by state or federal law to receive the data. A Tennessen Warning is not required when an individual is requested to supply investigative data to a law enforcement officer. A Tennessen Warning may be on a separate form or may be incorporated into the form which requests the private or confidential data. See attached Exhibit 7. VII. CHALLENGE TO DATA ACCURACY An individual who is the subject of public or private data may contest the accuracy or completeness of that data maintained by the City. The individual must notify the City's Responsible Authority in writing describing the nature of the disagreement. Within 30 days, the Responsible Authority or designee must respond and either (1) correct the data found to be inaccurate or incomplete and attempt to notify past recipients of inaccurate or incomplete data, including recipients named by the individual, or (2) notify the individual that the authority believes the data to be correct. An individual who is dissatisfied with the Responsible Authority's action may appeal to the Commissioner of the Minnesota Department of Administration, using the contested case procedures under Minnesota Statutes Chapter 14. The Responsible Authority will correct any data if so ordered by the Commissioner. VIII. ENSURING SECURITY OF NOT PUBLIC DATA A. Accuracy and Currency of Data. All employees will be requested, and given appropriate forms, to provide updated personal information to the appropriate supervisor, City Clerk, or City Administrator, which is necessary for tax, insurance, emergency notification, and other personnel purposes. Other people who provide private or confidential information will also be encouraged to provide updated information when appropriate. Department heads should periodically review forms used to collect data on individuals to delete items that are not necessary and to clarify items that may be ambiguous. All records must be disposed of according to the City's records retention schedule. B. Data Safeguards. Private and confidential information will be stored in files or databases which are not readily accessible to individuals who do not have authorized access and which will be secured during hours when the offices are closed. Private and confidential data must be kept only in City offices, except when necessary for City business. Only those employees whose job responsibilities require them to have access will be allowed access to files and records that contain private or confidential information. These 190435v1 10 employees will be instructed to: • not discuss, disclose, or otherwise release private or confidential data to City employees whose job responsibilities do not require access to the data, • not leave private or confidential data where non-authorized individuals might see it, password protect employee computers and lock computers before leaving workstations; • secure private or confidential data within locked work spaces and in locked file cabinets; and • shred private or confidential data before discarding. C. Data Inventory Under the requirements of Minnesota Statutes § 13.025, subd. 1, the City has prepared a Data Inventory which identifies and describes all not public data on individuals maintained by the City. To comply with Minnesota Statutes § 13.05 subd. 5, the City has modified its Data Inventory to represent the employees who have access to not public data. In the event of temporary duty as assigned by a manager or supervisor, an employee may access certain not public data, for as long as the work is assigned to the employee. In addition to the employees listed in the City’s Data Inventory, the Responsible Authority, the Data Practices Compliance Official, the City Administrator, Department Heads, and the City Attorney may have access to all not public data maintained by the City if necessary for specified duties. Any access to not public data will be strictly limited to the data necessary to complete the work assignment. The City’s General Records Retention Schedule lists data maintained by the City and its classification. The retention schedule is available on the Minnesota Clerks and Finance Officers Association (MCFOA) website at https://www.mcfoa.org/resources/Documents/2021_Retention_Schedule.pdf or by request at Arden Hills City Hall. D. Employee Job Descriptions Employee Job Descriptions may contain provisions identifying any not public data accessible to the employee when a work assignment reasonably requires access. E. Data Sharing with Authorized Individuals State or federal law may authorize the sharing of not public data in specific circumstances. Not public data may be shared with another entity if a federal or state law allows or mandates it. Individuals will have notice of any sharing in applicable Tennessen warnings (See Minnesota Statutes, section 13.04) or the City will obtain informed consent. Any sharing of not public data will be strictly limited to the data necessary or required to comply with the applicable law. 190435v1 11 F. Contracts When a contract with an outside party requires access to private or confidential information the contracting party will be required to use and disseminate the information consistent with the Act. The City may include in a written contract the language contained in Exhibit 8. G. Penalties The City will utilize the penalties for unlawful access to not public data as provided for in Minnesota Statutes, section 13.09, if necessary. Penalties included suspension, dismissal, or referring the matter to the appropriate prosecutorial authority who may pursue a criminal misdemeanor charge. 190435v1 12 EXHIBIT 1 LIST OF DESIGNEES The Minnesota Data Practices Act establishes a system for compilation and distribution of data gathered by government agencies. All data collected and maintained by the City of Arden Hills is presumed public and accessible to the public for both inspection and copying, unless classified as Private, Confidential, Non-public, or Protected Non-public in accordance with federal law, state statute or a temporary classification (Minn. Stat. 13.01). The City of Arden Hills has appointed the following designees to administer this policy: City Administrator Finance Director Community Development Director Public Works Director Other positions responsible for maintenance of City records are as apparent or assigned. 190435v1 13 EXHIBIT 2 FEES SEE CITY OF ARDEN HILLS FEE SCHEDULE https://www.cityofardenhills.org/DocumentCenter/View/8/2023-Fee-Schedule-PDF?bidId= 190435v1 14 EXHIBIT 3 REQUEST TO RELEASE PRIVATE DATA FROM AN INDIVIDUAL If you have a question about anything about this consent, or would like more explanation before you sign it, please contact the Responsible Authority (or Designee): City Clerk City of Arden Hills 1245 W Highway 96, Arden Hills MN 55112 651-792-7811 I, , give my permission for the City of Arden Hills to release data about me to (name of other entity/person) as described in this consent. 1. The specific data I want the City of Arden Hills to release includes (explain data): 2. I understand that I have asked the City of Arden Hills to release the data. 3. I understand that although the data are classified as private at the City of Arden Hills, the classification/treatment of the data at (name of other entity/person) may not be the same and is dependent on laws or policies that apply to (name of other entity/person). [OPTIONAL] This permission to release expires (date) , 20 at am/pm. Signature Date Signature of Parent/Legal Guardian Date 190435v1 15 EXHIBIT 3 continued REQUEST TO RELEASE PRIVATE DATA FROM GOVERNMENT Explanation of your rights: • You have the right to choose what data we release. This means you can let us release all of the data, some of the data, or none of the data listed in this consent. Before you give permission to release the data, we encourage you to review the data listed in this consent. • You have the right to let us release the data to all, some, or none of the persons or entities listed on this form. This means you can choose which entities or persons may receive the data and what data they may receive. • You have the right to ask us to explain the consequences for giving your permission to release the data. • You may withdraw your permission at any time. Withdrawing your permission will not affect the data that we have already released because we had your permission to release the data. • You may give us permission to discuss the data released by this form with the outside entity. If you choose not to give us permission, you may still allow us to release the data. If you have a question about anything about this consent, or would like more explanation before you sign it, please contact the Responsible Authority (or Designee): City Clerk City of Arden Hills 1245 W Highway 96, Arden Hills MN 55112 651-792-7811 PERMISSION TO RELEASE I, , give my permission for the City of Arden Hills to release data about me to (name of other entity/person) as described in this consent. I understand that my decision to allow release of the data to (name of other entity/person) is voluntary. 1. The specific data that the City of Arden Hills may release to (name of other entity/person) are (explain data): 2. I understand the City of Arden Hills wants to release the data for this reason (explain reason): 3. I understand that although the data are classified as private at the City of Arden Hills, the classification/treatment of the data at (name of other entity/person) may not be the same and is dependent on laws or policies that apply to (name of other entity/person). [INCLUDE OTHER CONSEQUENCES] 4. [OPTIONAL]. I give the City of Arden Hills permission to discuss the data released by this consent with (name of other entity/person). [OPTIONAL] This permission to release expires (date) , 20 at am/pm. Signature Date Signature of Parent/Legal Guardian Date 190435v1 16 IDENTITY VERIFIED BY: Witness: Identification: Driver's License, State ID, Passport, other: Comparison with signature on file Other: Responsible Authority/Designee: 190435v1 17 EXHIBIT 4 CITY OF ARDEN HILLS REQUEST FOR INFORMATION Minnesota Government Data Practices Act A. Completed by Requestor REQUESTOR NAME (Last, First, M.): DATE OF REQUEST: STREET ADDRESS: PHONE NUMBER: CITY, STATE. ZIP CODE: EMAIL ADDRESS: SIGNATURE: DESCRIPTION OF THE INFORMATION REQUESTED: The City makes every effort to respond to data requests in a reasonable amount of time (generally within five (5) to seven (7) working days). Please note that larger data requests typically require additional time. We appreciate your patience. B. Completed by Department DEPARTMENT NAME: HANDLED BY: INFORMATION CLASSIFIED AS: ACTION: PUBLIC NON-PUBLIC APPROVED PRIVATE PROTECTED NON-PUBLIC APPROVED IN PART (explain below) CONFIDENTIAL DENIED (explain below) REMARKS OR BASIS FOR DENIAL INCLUDING STATUTE SECTION: PHOTOCOPYING CHARGES: IDENTITY VERIFIED FOR PRIVATE INFORMATION: NONE IDENTIFICATION: DRIVER’S LICENSE, STATE I.D., etc. Pages x = COMPARISON WITH SIGNATURE ON FILE Special Rate: (attach explanation) PERSONAL KNOWLEDGE OTHER: AUTHORIZED SIGNATURE: DATE: 190435v1 18 EXHIBIT 5 GOVERNMENT DATA ACCESS AND NONDISCLOSURE AGREEMENT FOR SUMMARY DATA 1. AUTHORIZATION. City of Arden Hills ("City") hereby authorizes ("Authorized Party") access to the following government data: 2. PURPOSE. Access to this government data is limited to the objective of creating summary data for the following purpose: 3. COST. (Check which applies):  The Authorized Party is the person who requested the summary data and agrees to bear the City's costs associated with the preparation of the data which has been determined to be $ .  The Authorized Party has been requested by the City to prepare summary data and will be paid in accordance with attached Exhibit 2. 4. SECURITY. The Authorized Party agrees that it and any employees or agents under its control must protect the privacy interests of individual data subjects in accordance with the terms of this Agreement. The Authorized Party agrees to remove all unique personal identifiers which could be used to identify any individual from data classified by state or federal law as not public Which IS Obtained from City records and incorporated into reports, summaries, compilations, articles, or any document or series of documents. Data contained in files, records, microfilm, or other storage media maintained by the City are the City's property and are not to leave the City's custody. The Authorized Party agrees not to make reproductions of any data or remove any data from the site where it is provided, if the data can in any way identify an individual. No data which is not public and which is irrelevant to the purpose stated above will ever be disclosed or communicated to anyone by any means. The Authorized Party warrants that the following named individual(s) will be the only person(s) to participate in the collection of the data described above: 5. LIABILITY FOR DISCLOSURE. The Authorized Party is liable for any unlawful use or disclosure of government data collected, used and maintained in the exercise of this 190435v1 19 Agreement and classified as not public under state or federal law. The Authorized Party understands that it may be subject to civil or criminal penalties under those laws. The Authorized Party agrees to defend, indemnify, and hold the City, its officers and employees harmless from any liability, claims, damages, costs, judgments, or expenses, including reasonable attorneys' fees, resulting directly or indirectly from an act or omission of the Authorized Party, its agents, employees or assignees under this Agreement and against all loss by reason of the Authorized Party's failure to fully perform in any respect all obligations under this Agreement. 6. INSURANCE. In order to protect itself as well as the City, the Authorized Party agrees at all times during the term of this Agreement to maintain insurance covering the Authorized Party's activities under this Agreement. The insurance will cover $1,000,000 per claimant for personal injuries and/or damages and $1,000,000 per occurrence. The policy must cover the indemnification obligation specified above. 7. ACCESS PERIOD. The Authorized Party may have access to the information described above from to . 8. SURVEY RESULTS. (Check which applies):  If the Authorized Party is the requestor, a copy of all reports, summaries, compilations, articles, publications or any document or series of documents which are created from the information provided under this Agreement must be made available to the City in its entirety.  If the Authorized Party is a contractor of the City, all copies of reports, summaries, compilations, articles, publications or any document or series of documents which are created from the information provided under this Agreement must be provided to the City. The Authorized Party may retain one copy for its own records but may not disclose it without City permission, except in defense of claims brought against it. AUTHORIZED PARTY: By: Date: Title (if applicable): CITY OF ARDEN HILLS By: Date: Its: 190435v1 20 EXHIBIT 6 NOTICE TO PERSONS UNDER AGE OF 18 Some of the information you are asked to provide is classified as private under state law. You have the right to request that some of all of the information not be given to one or both of your parents/legal guardians. Please complete the form below if you wish to have information withheld. Your request does not automatically mean that the information will be withheld. State law requires the City to determine if honoring the request would be in your best interest. The City is required to consider: • Whether you are of sufficient age and maturity to explain the reasons and understand the consequences, • Whether denying access may protect you from physical or emotional harm, • Whether there is reasonable grounds to support your reasons, and • Whether the data concerns medical, dental, or other health services provided under Minnesota Statutes § 144.341 to 144.347. If so, the data may be released only if failure to inform the parent would seriously jeopardize your health. NOTICE GIVEN To: DATE: BY: (name) (title) REQUEST TO WITHHOLD INFORMATION I request that the following information: Be withheld from: For these reasons: Date: Print Name: Signature: 190435v1 21 EXHIBIT 7 DATA PRACTICES ADVISORY Some or all of the information that you are asked to provide on the attached form is classified by state law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is: You are/are not legally required to provide this information. If you refuse to supply the information, the following may happen: Other persons or entities who are authorized by law to receive this information are: 190435v1 22 EXHIBIT 8 SAMPLE CONTRACT PROVISION Data Practices Compliance. Contractor will have access to data collected or maintained by the City to the extent necessary to perform Contractor's obligations under this contract. Contractor agrees to maintain all data obtained from the City in the same manner as the City is required under the Minnesota Government Data Practices Act, Minn. Stat. Chap. 13 (the "Act"). Contractor will not release or disclose the contents of data classified as not public to any person except at the written direction of the City. Contractor agrees to defend and indemnify the City from any claim, liability, damage or loss asserted against the City as a result of Contractor's failure to comply with the requirements of the Act or this contract. Upon termination of this contract. Contractor agrees to return data to the City, as requested by the City. 190435v1 23 APPENDIX A PRIVATE AND CONFIDENTIAL DATA MAINTAINED BY CITY 1. Personnel Data (Private) Minn. Stat. §13.43. The following data on individuals who are or were an employee, an applicant for employment, volunteer, independent contractor, or member or applicant for advisory board or commission, is public. • Name • Actual gross salary • Salary range • Contract fees • Actual gross pension • Value and nature of employer paid fringe benefits • Basis for and amount of added remuneration, including expense reimbursement • Job title • Job description • Education and training background • Previous work experience • Date of first and last employment • The existence and status (but not nature) of any complaints or charges against the employee, whether or not resulting in discipline • Final disposition of any disciplinary action, with specific reasons for the action and data documenting the basis of the action, excluding data that would identify confidential sources who are employees • Terms of any agreement settling any dispute arising from the employment relationship, including a "buyout" agreement • Work location • Work telephone number • Badge number • Honors and awards received • Payroll time sheets or other comparable data that are only used to account for employee's work time for payroll purposes, except to the extent that release of time sheet data would reveal the employee's reasons for the use of sick or other medical leave or other non-public data All data about an individual who is employed as, or an applicant to be, an undercover law enforcement officer is private data. If it is reasonably necessary to protect an employee from harm to self or to protect another person who may be harmed by the employee, information that is relevant to the safety concerns may be released to (1) the person who may be harmed or to the person's attorney when relevant to obtaining a restraining order, (2) a prepetition screening team in the commitment process, or (3) a court, law enforcement agency or prosecuting authority. 190435v1 24 2. Employment Data (Private) Minn. Stat. §13.43. Data about current and former applicants for employment, except the following which is public: • Veteran status • Relevant test scores • Rank on eligible list • Job history • Education and training • Work availability • Name, after being certified as eligible for appointment to a vacancy or when considered a finalist for a position of public employment (which occurs when the person has been selected to be interviewed by the appointing authority) • Names and addresses of applicants for and members of an advisory board or commission are public. 3. Property Complaint Data (Confidential) Minn. Stat. §13.44. The identities of individuals who register complaints concerning violations of state laws or local ordinances concerning the use of real property. 4. Security Information (Private) Minn. Stat. §13.37. Data which if disclosed would be likely to substantially jeopardize the security of information, possessions, individuals or property against theft, tampering, improper use, attempted escape, illegal disclosure, trespass, or physical injury. This includes crime prevention block maps and lists of volunteers who participate in community crime prevention programs and their home addresses and telephone numbers, but these may be disseminated to other volunteers participating in crime prevention programs. 5. Absentee Ballots (Private) Minn. Stat. §13.37. Sealed absentee ballots before opening by an election judge. 6. Sealed Bids (Private) Minn. Stat. §13.37. Sealed bids, including the number of bids received, prior to opening. 7. Labor Relations Information (Private) Minn. Stat. §13.37. Management positions on economic and noneconomic items that have not been presented during the collective bargaining process or interest arbitration, including information collected or create to prepare the management position. 8. Examination Data Minn. Stat. §13.34. Completed versions of personnel and licensing examinations are private, unless the responsible authority determines that they should be confidential because access would compromise the objectivity, fairness, or integrity of the examination process. 190435v1 25 9. Elected and Appointed Officials Data (Private) Minn. Stat. §13.601. Correspondence between individuals and elected officials, but either may make it public. Application for appointment data is private, except specified data that is public as part of the application process and additional listed items of data once an individual is appointed. 10. Benefit Data (Private) Minn. Stat. §13.642. All data about individuals participating in the City's housing rehabilitation program. 11. Civil Investigative Data Minn.Stat. §13.39. Data collected as part of an active investigation undertaken to commence or defend pending civil litigation, or which are retained in anticipation of pending civil litigation is confidential, except that a complainant's statement is private. 12. Appraisal Data (Confidential) Minn. Stat. §13.44 Subd. 3. Appraisals made for the purpose of selling or acquiring land. 13. Recreation Data (Private) Minn.Stat. §13.548. For people enrolling in recreational or other social programs: name, address, telephone number, any other data that identifies the individual, and any data which describes the health or medical condition of the individual, family relationships, living arrangements, and opinions as to the emotional makeup or behavior of an individual. 14. City At torney Records Minn.Stat. §13.393. The use, collection, storage, and dissemination of data by the city attorney is governed by statutes, rules, and professional standards concerning discovery. production of documents, introduction of evidence, and professional responsibility. Data which is the subject of attorney- client privilege is confidential. Data which is the subject of the "work product" privilege is confidential. 15. Safe At Home Participant Data Minn.Stat. §13.045 Subd 2. Participants of the Safe at Home Program may have identity and location data which may be classified as private. Participants may submit a Notice of their participation with the Responsible Authority. Page 1 of 1 DATE: July 24, 2023 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: Julie Hanson, Assistant to the City Administrator/City Clerk SUBJECT: Resolution 2023-037 Appointing Economic Development Commissioners Budgeted Amount: Estimated Amount: Funding Source: N/A N/A N/A Council Should Consider Motions to approve, table, or deny the following: • Approving Resolution 2023-037 Appointing Ted Brausen, Julie Gronquist and Jud Murchie to the Economic Development Commission Background Per Ordinance, the Economic Development Commission is to be comprised of nine (9) regular members, four (4) of which must be residents. Staff has received applications and interviews have been conducted that included Economic Development Commission Councilmember liaison Emily Rousseau, Staff liaison Senior Planner Elena Fransen and Community Development Director Jessica Jagoe. Due to the need to stagger committee member terms, the following appointments are recommended: • Julie Gronquist for a term ending December 31, 2024. • Ted Brausen and Jud Murchie for a term ending December 31, 2025. Budget Impact N/A Attachments Attachment A: Resolution 2023-037 CONSENT – 8D MEMORANDUM To view the final document, access adopted Resolutions via Arden Hills Public Laserfiche Weblink by visiting cityofardenhills.org and clicking on Archived Documents under Helpful Links on our main webpage. CITY OF ARDEN HILLS COUNTY OF RAMSEY STATE OF MINNESOTA RESOLUTION NO. 2023-037 RESOLUTION APPOINTING TED BRAUSEN, JULIE GRONQUIST AND JUD MURCHIE TO THE CITY OF ARDEN HILLS ECONOMIC DEVELOPMENT COMMISSION WHEREAS, the City Council appoints residents to serve in an advisory capacity to the City Council regarding economic development, redevelopment and related community development issues. NOW THEREFORE, BE IT RESOLVED by t he City Council of the City of Arden Hills, Minnesota that the following individuals are appointment to the Economic Development Commission: Ted Brausen for a term expiring December 31, 2025 Julie Gronquist for a term expiring December 31, 2024 Jed Murchie for a term expiring December 31, 2025 ADOPTED BY THE CITY COUNCIL OF THE CITY OF ARDEN HILLS THIS 24TH DAY OF JULY, 2023. ____________________________________ David Grant, Mayor ATTEST: ______________________________________ Julie Hanson, City Clerk Page 1 of 1 CONSENT ITEM – 8E MEMORANDUM DATE: July 2 4, 2023 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: Gayle Bauman, Finance Director SUBJECT: Transfer fund balance from General Fund to PIR Capital Fund Budgeted Amount: Actual Amount: Funding Source: N/A N/A N/A Council Should Consider Motion to approve, table or deny the following: • Transfer $171,140 from the General Fund to the Capital Improvement (PIR) Fund and authorizing the Finance Director to complete all corresponding budget adjustments. Increase the overtime and sand/salt line items in the General Fund street maintenance budget by $10,000 and $15,000 respectively, for overages due to snow plowing. Background In 2014, the Council adopted a revised Fund Balance Policy which directs the Finance Director to bring a request to the City Council to transfer any excess funds over 50% of fund balance in the General Fund to the PIR Fund once the final audit is completed. The intent of the policy is to utilize the funds for one-time, non-operating items. The primary considerations of the policy are 1) to meet the cash flow requirements of the City; 2) to maintain adequate fund balances and net assets in each individual fund of the City; and 3) to provide for emergencies and contingency needs of the City. These goals are accomplished by transferring the funds to any capital fund in need. Discussion The amount available for transfer based on the 2022 audit is $253,640. The 2023 Street Maintenance budget is utilizing $25,000 of this amount due to overages from snow plowing. $57,500 is being left in the General Fund to cover one-time 2024 budget items for a comp study ($17,500) and the start of work on ordinance review/changes ($40,000). Staff is proposing to transfer the remaining amount of $171,140 to the PIR Fund per the discussion with the Council at the July 17, 2023 Work Session. The main reason for this excess is the sale of the Ridgewood property. Budget Impact Increase in transfers out of the General Fund and transfers in to the PIR Fund; increase in 2023 Street Maintenance budget line items noted above. Attachments None Page 1 of 1 CONSENT ITEM – 8F MEMORANDUM DATE: July 24, 2023 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: Gayle Bauman, Finance Director SUBJECT: Lake Johanna Fire Department Capital Expenditure Budgeted Amount: Actual Amount: Funding Source: $187,500 $110,905.00 Public Safety Capital Fund Council Should Consider Motion(s) to approve, table or deny the following: • Payment in the amount of $110,905.00 to the Lake Johanna Fire Department for the City’s share of Capital Equipment. Discussion The City has received an invoice from the Lake Johanna Fire Department (LJFD) for its share of an Engine Replacement related to the 2022 Budget. The total budget for the Engine Replacement was $750,000, of which Arden Hills’ share was $187,500 (25%). This is the second invoice related to this purchase. The City paid $76,748.50 in 2022, for a total of $187,653.50. Budget Impact Replacement of an engine was budgeted for in the 2022 Public Safety Capital Fund. Attachments Attachment A: Invoice #882 Page 1 of 3 DATE: July 24, 2023 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: David Swearingen, P.E. Public Works Director / City Engineer SUBJECT: 2024 PMP – Accept Feasibility Report & Order Improvement Public Hearing Budgeted Amount: Actual Amount: Funding Source: $2,775,000 $3,001,100 PIR, Surface Water, Sanitary, (Feasibility Estimate) Water, Special Assessments Council Should Consider Motions to approve, table, or deny the following: • Adopting Resolution 2023-038 Receiving the Feasibility Report and Ordering the Public Hearing to be held on August 14, 2023, for the 2024 Pavement Management Program (PMP) Street and Utilities Improvements project. All items need a simple majority for action unless otherwise noted. Background/Discussion On March 13, 2023, the City Council adopted Resolution 2023-011 ordering the preparation of a feasibility report for the 2024 PMP Street and Utilities Improvements project. The proposed improvements include bituminous paving, stormwater improvements, watermain improvements, sanitary sewer improvements, concrete curb and gutter repair, and trail improvements on and surrounding areas of: Streets proposed for reclamation: • Keithson Drive from County State Aid Highway (CSAH) 96 West to 800 feet south of CSAH 96 West • Royal Hills Drive from Snelling Avenue North to Arden View Drive • Colleen Avenue from McClung Drive to Hamline Avenue North • Norma Avenue from Dawn Circle to Briarknoll Drive • Norma Avenue from Briarknoll Drive to Colleen Avenue • James Avenue from Indian Oaks Trail to Colleen Avenue CONSENT ITEM – 8G MEMORANDUM Page 2 of 3 Streets proposed for Mill & Overlay: • Briarknoll Circle • Briarknoll Drive from Snelling Avenue North to Norma Avenue • Royal Lane from Norma Avenue to Floral Drive West • McClung Drive from Snelling Avenue North to Colleen Avenue • Colleen Circle • Arden Vista Court In accordance with Council direction, a feasibility report has been prepared that details the existing infrastructure elements, the proposed improvements recommended, neighborhood impacts, estimated costs and financing for the proposed project. A copy of the Feasibility Report is attached (Attachment A). At the June 20, 2023 Work Session, City Council were presented and reviewed the preliminary findings of the feasibility study. The final version of the feasibility report is substantially the same, but includes notable increases in repairs related to stormwater improvements. Arden Hills Public Works had completed camera inspection of the existing storm sewer infrastructure and identified multiple areas under the roadway that require repairs including CIPP lining, pipe replacement, structure replacements, rings and casting replacement. These areas are called out within Appendix A of the Feasibility Report. Due to these issues being under the roadway, staff has determined they are essential repairs to include with the 2024 PMP. Therefore, the budget for stormwater improvements must be increased significantly over what was presented during the CIP item at the July work session. Also to note, additional project scope related to the trail improvements, the retaining wall repairs and wetland delineation has been included in the overall estimated cost within Table 2 of the Feasibility Report, please refer to Page 9. To include this scope in the final design, Bolton & Menk will be submitting an amendment to the Professional Services Agreement at a future Council meeting for an estimated cost of $23,000. Attached is Resolution 2023-038 which receives the feasibility report and orders the public hearing be held on August 14, 2023. City Staff recommends adoption of the Resolution in order to have this project proceed to a public hearing. If adopted, staff would mail notices to each property owner in the proposed assessment area stating the time of the hearing, the general nature of the improvements, the estimated project cost, the proposed assessment area, and an estimate of the assessment amount. Budget Impact Proposed project funding sources are a combination of the City’s Permanent Improvement Revolving (PIR) fund, utility funds, and special assessments for street improvements summarized in the following tables: Page 3 of 3 Original Projections 1,000,000$ 1,000,000$ 175,000$ 200,000$ 400,000$ 2,775,000$ The total estimated cost of the recommended improvements is $3,001,100. The 2024 CIP budget should be adjusted to reflect the estimated values and there is a significant impact to the Surface Water Management Fund which will cause the fund to go negative in 2024. The fund should be positive in 2025, as there is not a PMP project scheduled for that year. A portion of this project is proposed to be assessed to the benefiting property owners and the remainder through other funding sources. In accordance with the City’s Assessment policy, the preliminary assessment for the recommended improvement is calculated as: Reclamation Areas: 50% Estimated Street Project Costs = $486,800 Residential Equivalent Units = 86 Assessment Rate = $5,660 Mill & Overlay Areas 50% Estimated Street Project Costs = $248,750 Residential Equivalent Units = 69 Assessment Rate = $3,605 As the project is designed and competitively bid, the calculated assessment amount will be updated leading up to the adoption of the assessment roll. The project funding is further described on pages 10 through 12 of the Feasibility Report. City staff has had initial discussions with Ramsey County for potential cost share related to the stormwater pond dredging activities at the pond located off of Hamline Avenue which is a County road. City staff has also had discussions with Rice Creek Watershed District (RCWD) staff for potential project elements that could be eligible with the RCWD Stormwater Management Grant Program. Applications for the program are typically due mid-December of each year and project awards are typically 2 months after. Attachments Attachment A: Feasibility Report Attachment B: Resolution 2023-038 Feasibility Report for 2024 PMP Street & Utility Improvements City of Arden Hills BMI Project No. 0T1.130168 July 2023 Submitted by: Bolton & Menk, Inc. 12224 Nicollet Avenue Burnsville, MN 55337 P: 952-890-0509 F: 952-890-8065 Attachment A  Prepared by: Bolton & Menk, Inc. Certification Page 2024 PMP Street & Utility Improvements ǀ 0T1.130168 Certification Feasibility Report For 2024 PMP Street & Utility Improvements City of Arden Hills Arden Hills, Minnesota City Project No. PW-24-0100 BMI Project No. 0T1.130168 July 19, 2023 I hereby certify that this plan, specification or report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. By: Brad Fisher, P.E. License No. 56595 Date: July 19, 2023 Prepared by: Bolton & Menk, Inc. Table of Contents 2024 PMP Street & Utility Improvements ǀ 0T1.130168 Table of Contents I. INTRODUCTION.....................................................................................................................................1 II. BACKGROUND.......................................................................................................................................1 III. EXISTING CONDITIONS..........................................................................................................................2 Streets...........................................................................................................................................2 Sanitary Sewer..............................................................................................................................3 Watermain....................................................................................................................................3 Storm Sewer .................................................................................................................................3 Stormwater Ponds........................................................................................................................3 Trails..............................................................................................................................................4 IV. PROPOSED IMPROVEMENTS ................................................................................................................4 Streets...........................................................................................................................................4 Sanitary Sewer..............................................................................................................................5 Watermain....................................................................................................................................5 Storm Sewer .................................................................................................................................6 Stormwater Ponds........................................................................................................................6 Trails..............................................................................................................................................7 V. STAKEHOLDER COORDINATION............................................................................................................8 Private Utilities .............................................................................................................................8 Public Involvement.......................................................................................................................8 VI. RIGHT-OF-WAY, EASEMENTS, AND PERMITS .......................................................................................8 VII. ESTIMATED COSTS................................................................................................................................9 VIII. ASSESSMENTS AND FUNDING ............................................................................................................10 IX. PROJECT SCHEDULE............................................................................................................................12 X. CONCLUSION.......................................................................................................................................12 Tables Table 1 – Existing Streets..............................................................................................................................2 Table 2 – Estimated Total Project Costs........................................................................................................9 Table 3 – Estimated Funding Breakdown ...................................................................................................11  Prepared by: Bolton & Menk, Inc. Table of Contents 2024 PMP Street & Utility Improvements ǀ 0T1.130168 Appendix Appendix A: Figures Appendix B: Preliminary Cost Estimate Appendix C: Preliminary Assessment Roll  Appendix D: Public Feedback Appendix E: Geotechnical Evaluation  Prepared by: Bolton & Menk, Inc. INTRODUCTION 2024 PMP Street & Utility Improvements ǀ 0T1.130168 Page 1 I. INTRODUCTION The Arden Hills City Council approved a Professional Services Agreement on April 10, 2023 which ordered the preparation of a Feasibility Report for the 2024 Pavement Management Program (PMP) Street & Utility Improvements project. This report will examine the feasibility of proposed improvements to the roadway and utilities within the 2024 PMP project area. The following streets, and the surrounding areas, are proposed for improvements: x Royal Lane from Norma Avenue to Floral Drive West x Norma Avenue from Dawn Circle to Briarknoll Drive x Briarknoll Circle x Briarknoll Drive from Snelling Avenue North to Norma Avenue x Norma Avenue from Briarknoll Drive to Colleen Avenue x James Avenue from Indian Oaks Trail to Colleen Avenue x McClung Drive from Snelling Avenue North to Colleen Avenue x Colleen Avenue from McClung Drive to Hamline Avenue North x Colleen Circle x Royal Hills Drive from Snelling Avenue North to Arden View Drive x Arden Vista Court x Keithson Drive from County State Aid Highway (CSAH) 96 West to 800 feet south of CSAH 96 West See Figure 1 in Appendix A for the proposed project location map. This report reviews the existing conditions in the project area and discusses, in detail, the proposed improvements. These proposed street improvements consist of two construction methods, each determined as a result of deteriorating street pavement conditions and proposed improvements to the watermain, sanitary sewer, and storm sewer infrastructure. The first pavement improvement method is the milling and overlaying of the existing roadway pavement with a new wearing course. The second method is the full depth reclamation of the roadway, a process that pulverizes the existing roadway to create a suitable base for new non-wear course and wear course pavement to be installed. The report also provides preliminary cost estimates for the proposed improvements with financing for the project coming from a combination of special assessments, the City’s general tax levy, and the City’s utility funds. If the City decides to proceed with the proposed street and utility improvements described in this report, it is anticipated construction would begin in 2024 as shown in the detailed project schedule found on page 12. II. BACKGROUND The city’s Capital Improvement Plan (CIP) identifies proposed projects, their associated costs, and funding for a five-year period. The streets evaluated in this report were identified in The City of Arden Hills’s 2023 CIP for construction in the year 2024. The project area consists of primarily low-density residential areas with a small amount of land being dedicated as park preserves. The proposed improvements discussed in this report took into consideration the available documents and data related to the project areas, including but not limited to the City of Arden Hills 2040 Comprehensive Plan, record drawings, geotechnical reports, pavement condition index (PCI) ratings, sanitary sewer televising inspections, watermain break and leak history, and field observations conducted by city public works staff. Prepared by: Bolton & Menk, Inc. EXISTING CONDITIONS 2024 PMP Street & Utility Improvements ǀ 0T1.130168 Page 2 III. EXISTING CONDITIONS Streets The streets within the proposed project area are all local residential streets with urban street sections consisting of bituminous pavement and B618 concrete curb and gutter. The roadways provide a drive lane in each direction and parking along most, but not all, curb lines. No parking is allowed along the eastern curb line of Royal Lane adjacent to Floral Park. City records show the roadways were constructed primarily in the 1970’s and 1980’s with varying levels of maintenance being completed since then. Table 1 below shows the existing street widths from face of curb to face of curb, approximate right-of-way widths, and the Overall Condition Index (OCI) of the pavements from a 2023 City inspection. Table 1 – Existing Streets Street Name Location Street Width ROW Width 2023 PCI Rating Royal Lane Norma Avenue to Floral Drive 34-ft 60-ft 45 Norma Avenue Dawn Circle to Briarknoll Drive 34-ft 60-ft 20 Briarknoll Drive Snelling Avenue N to Norma Avenue 34-ft 60-ft 38 Briarknoll Circle Briarknoll Drive east to cul-de-sac 34-ft 60-ft 38 Norma Avenue Briarknoll Drive to Colleen Avenue 34-ft 60-ft 41 James Avenue Indian Oaks Trail to Colleen Avenue 32-ft 60-ft 56 McClung Drive Snelling Avenue N to Colleen Avenue 34-ft 60-ft 35 Colleen Avenue McClung Drive to Hamline Avenue 34-ft 60-ft 35 Colleen Circle Colleen Avenue south to cul-de-sac 32-ft 60-ft 40 Royal Hills Drive Snelling Avenue N to Arden View Drive 34-ft 60-ft 32 Arden Vista Court Royal Hills Drive east to cul-de-sac 34-ft 60-ft 38 Keithson Drive Highway 96 W to the south ~800 feet 34-ft 60-ft 41 The average OCI of the streets’ pavements in the project area are generally below 50 with the majority below 40. The bituminous pavement within the study area exhibits wear and distress due to traffic loading as well as typical weathering effects experienced with aged asphalt pavement. The existing pavement contains surface delamination, transverse cracking, longitudinal cracking, some potholing, and some alligator-type cracking. Alligator cracking in pavement is an indicator of potential subgrade problems. Soil borings and a geotechnical evaluation were completed in the project area by Braun Intertec and the report is included in Appendix E. The existing bituminous pavement thickness ranges from 3.5 to 4 inches with an aggregate base thickness range from 6 to 7 inches. Existing subgrade soils found beneath the aggregate base are predominantly loose to medium dense sandy soils. Prepared by: Bolton & Menk, Inc. EXISTING CONDITIONS 2024 PMP Street & Utility Improvements ǀ 0T1.130168 Page 3 Sanitary Sewer City records show the sanitary sewer system was installed during the various phases of the residential development. The project area is served mainly by polyvinyl chloride (PVC) pipe and a few vitrified clay pipe (VCP) and reinforced concrete pipe (RCP) sanitary sewer mains. The sanitary sewer is part of sewer district M059 and is all 8-inch diameter sanitary sewer, with the exception of James Avenue which is 12-inch diameter. The comprehensive sewer plan does not identify changes in pipe diameter within the project area. The existing condition of the sanitary sewer system was documented by videotaping of the sewer main. City Public Works staff completed this televised documentation in the spring of 2023. The televising revealed that the pipes were in generally good condition, with approximately nine locations that were identified as needing rehabilitation or repairs. Some of the defects found in the sanitary sewer were cracked pipes, offset joints, pipe sags, defective service connections and groundwater infiltration at joints. The groundwater infiltration adds to the volume of wastewater being treated and subsequently the wastewater treatment costs. Sags and offset joints can interfere with the flow of sewage, creating a higher maintenance cost. Watermain City records indicate that all existing watermain within the project area is Ductile Iron Pipe (DIP), varying in size between 6-inch, 8-inch, or 12-inch diameters. The water main system runs the entire length of the project area and connects to a looped system at most roadway connections. There are a few streets within, or connecting to, the project area that are not part of a looped system, including Arden Vista Court, Colleen Court, Colleen Circle, Briarknoll Circle, Indian Oaks Court, Indian Oaks Trail, Dawn Circle, and Royal Lane. A review of the City’s watermain break historical records did not identify any breaks or leaks in the project area other than isolated leaky valves and bent valve boxes. The existing watermain on James Avenue is 6-inches in diameter but connects to 8-inch diameter watermain to the south on Indian Oaks Trail, 8-inch diameter dead end watermain to the west on Indian Oaks Court, and 12-inch diameter watermain to the north on Colleen Avenue. The smaller diameter on James Avenue constricts the flows beyond James Avenue, particularly to Indian Oaks Court because it is not a looped system. Storm Sewer City records indicate that the existing storm sewer within the project area is primarily comprised of RCP and ranges in diameter from 12-inch to 54-inch. The existing drainage pattern within the project area is generally from the exterior project limits to the storm water ponds located around the project area. Drainage is conveyed overland or through storm sewers and discharges into these existing stormwater ponds. The City’s Public Works staff completed inspections of the existing storm sewer and found these pipes to be in good condition, with minor manhole repairs and replacement of existing castings necessary. Storm sewer televising identified four locations with joint separation, cracking, offset joints, and/or pipe sags that will need to be addressed. Stormwater Ponds There are various stormwater ponds throughout the project area that provide outlet storage areas to the storm sewer system and overland drainage, as discussed above. Over time, stormwater ponds will collect sediment which reduces their working capacities. Specifically, two of these ponds have been identified by city staff to have significant accumulated sediment. The first pond is located between McClung Drive and Briarknoll Circle, just north of the bituminous trail. The second pond is located south of Colleen Avenue, just west of Hamline Avenue North, however, only a portion of this pond is within city easement (the rest Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS 2024 PMP Street & Utility Improvements ǀ 0T1.130168 Page 4 of the pond is located on private property). Trails The public and City staff identified additional trail and retaining wall scope through the feasibility study process that should be considered for addition to delivery of this project. Trail conditions adjacent to the project area were evaluated in response. There is an existing bituminous trail system that meanders through various portions of the project. The trails are constructed of bituminous pavement and are generally in a deteriorated condition with significant surface delamination and cracking throughout. The trail connections to the existing streets do not include pedestrian ramps. Portions of the trail system include notably steep grades and there are a few locations that include handrails along the trail. A bituminous curb exists along the west side of the trail, adjacent to 1503 Briarknoll Drive, assumedly to manage drainage patterns. A modular block retaining wall exists along the south side of the trail, approximately behind 1479 Colleen Avenue, which is beginning to tip and is in poor condition. IV. PROPOSED IMPROVEMENTS Streets There are two street pavement rehabilitation methods proposed for this project that are based on roadway age, surface deterioration, OCI rating, and subgrade soils. Streets will be rehabilitated with either a full depth reclamation or mill and overlay based on recommendations from the geotechnical report. Full depth reclamation is a process that pulverizes the existing roadway pavement and mixes it with the existing underlying aggregate material to create a new suitable aggregate base material. The reclaim material is graded and recompacted for the proposed roadway with excess material being hauled away and 4-inches of new bituminous pavement is installed in two lifts. Mill and overlay is a process that grinds off the top layer of bituminous pavement and 2-inches of new wear course bituminous pavement is installed over the remaining base bituminous pavement. Based on proposed watermain improvements identified below, James Avenue will require full depth reclamation to accommodate the watermain replacement. This work will also necessitate the removal and replacement of the entire western curb line and select sections of the eastern curb line to accommodate service replacements. The watermain work will require salvaging the reclamation material before installing the new watermain and reinstallation and preparation of the salvaged reclamation material for use as aggregate base in the new street section. Therefore, the end result of the street improvements on James Avenue will be the same as a reclamation and overlay, putting it on the same pavement life cycle as the other full depth reclamation roadways in the neighborhood. Both rehabilitation methods will include spot curb and gutter replacements, select base pavement repairs, and casting or valve box adjustments to the new pavement grade. The spot curb and gutter replacements will be utilized to address sunken or severely damaged curb throughout the project area that inhibits proper drainage. No driveway work is proposed, except as necessitated by spot curb replacements. All disturbed boulevard areas will be restored with 5-inches of topsoil and new sod or seed and blanket. Based on the observed weathering and deterioration found in the pavement cores and proposed utility improvements, a 9-inch full depth reclamation is proposed for the following streets: x Norma Avenue from Dawn Circle to Briarknoll Drive x Briarknoll Drive from Norma Avenue (west) to Norma Avenue (east) x Norma Avenue from Briarknoll Drive to Colleen Avenue Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS 2024 PMP Street & Utility Improvements ǀ 0T1.130168 Page 5 x James Avenue from Indian Oaks Trail to Colleen Avenue x Colleen Avenue from McClung Drive to Hamline Avenue North x Royal Hills Drive from Snelling Avenue North to Arden View Drive x Keithson Drive from County State Aid Highway (CSAH) 96 West to 800 feet south of CSAH 96 West Based on the observed weathering and deterioration found in the pavement cores, a 2-inch mill and overlay is proposed for the following streets: x Royal Lane from Norma Avenue to Floral Drive West x Briarknoll Circle x Briarknoll Drive from Snelling Avenue North to Norma Avenue (west) x McClung Drive from Snelling Avenue North to Colleen Avenue x Colleen Circle x Arden Vista Court In addition to the street improvements identified above, a new parking area will be installed along the east side of Royal Lane adjacent to Floral Park, just north of Floral Drive West. The curb will be pushed out to the east to accommodate five parallel parking spaces along the park. Signing in the area will be adjusted to make clear where parking is and is not allowed. See Figure 1 in Appendix A for proposed project layout identifying the limits of each rehabilitation method. Sanitary Sewer Based on the existing sewer pipe age, material type, and televising results, the existing sanitary sewer was found to be in generally good condition. There are a few select defects that are proposed to be rehabilitated as part of the project by means of Cured In Place Pipe (CIPP) sewer lining, sewer pipe grouting, wye replacement, joint sealing, and cementitious manhole lining. Most of the proposed sanitary rehabilitation methods are trenchless which will not disturb the above ground infrastructure as all access to the sewer is through existing manholes along the pipe and all services or laterals will be reopened robotically from within the pipe. All sanitary sewer manhole castings within the project areas will be replaced and installed to final grade to provide a smooth/drivable street surface in conjunction with the street resurfacing portion of the project. This work will also include the replacement of all concrete adjustment rings and the installation of a chimney seal for each applicable manhole structure to reduce inflow of storm water into the sanitary sewer system. No work on structures outside of the street pavement is proposed. See Figures 2 and 3 in Appendix A for the proposed utility improvements. Watermain Based on the existing watermain pipe age and size, the existing watermain was found to be in generally good condition. Proposed watermain improvements include the full replacement of the undersized 6-inch diameter watermain along James Avenue with a new 8-inch diameter DIP watermain to connect to the existing 8-inch diameter watermains surrounding James Avenue and specifically provide for better flows to Indian Oaks Court. All hydrants, valves, and fittings will also be replaced within James Avenue. All water service lines on James Avenue are proposed for replacement from the new watermain to the property line with new Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS 2024 PMP Street & Utility Improvements ǀ 0T1.130168 Page 6 1-inch diameter copper pipe to individual residences. Curb stops and boxes will be installed at the ROW where the new service pipe connects to the existing service pipe. Beyond James Avenue, watermain improvements will include replacement of select leaky gate valves and boxes and adjusting the remaining gate valve boxes within the project pavement areas to final grade to provide a smooth/drivable street surface in conjunction with the street resurfacing portion of the project. Some damaged valve box tops may require replacement. See Figures 2 and 3 in Appendix A for the proposed utility improvements. Storm Sewer Based on the existing storm sewer age, size, and performance, the existing storm sewer was found to be in generally good condition. Storm sewer improvements will include rehabilitations at select locations including CIPP lining, minor pipe replacement, structure replacements, rings and casting replacement, re-mudding of structures/inverts, drainageway channel re-grading, rip rap replacement/installation, and storm sewer apron improvements. Some of the work identified will be taking place outside of the roadway area in easements that include behind houses. Access to these areas may be difficult and will necessitate tree removal and restoration of temporary access impacts, including private landscaping facilities in some areas. Stormwater quality improvements will also be implemented to help remove sediments and pollutant loads to the downstream system. This will include the replacement of the last storm sewer structure in the street prior to its outfall into a stormwater pond or drainageway. This structure will be replaced with a new structure that includes a sump and SAFL Baffle to capture sediment from continuing downstream. This will allow city maintenance staff to easily access the structure and vac out accumulated sediment. Work on the storm sewer catch basin structures within the existing concrete curb and gutter will additionally require the spot replacement of the adjacent concrete curb and gutter surrounding the catch basin castings. Proposed storm sewer improvements on James Avenue include the full replacement of the storm sewer to accommodate the watermain replacement. Additional storm sewer improvements are proposed along the trail adjacent to 4242 Norma Avenue based on a preliminary design provided by city staff. This work is intended to capture sediment south/southeast of the property and route it to the storm sewer system as opposed to following the current overland drainage path that generates stormwater issues at the property. This work will require the removal of several trees in the area to construct the improvements. Beyond the work identified above, the remaining storm sewer manhole castings within the pavement of the project areas will be adjusted to final grade to provide a smooth/drivable street surface in conjunction with the street resurfacing portion of the project. Some damaged castings may require replacement. This work will include the replacement of all concrete adjustment rings for each applicable manhole structure within the pavement limits. See Figures 2 and 3 in Appendix A for the proposed utility improvements. Stormwater Ponds The two stormwater ponds identified by city staff to have collected significant sediment accumulation over time which has reduced their working capacities are proposed to be dredged as part of the project. The proposed pond dredging will reestablish the originally designed pond volume. The first pond is located between McClung Drive and Briarknoll Circle, just north of the bituminous trail. The second pond is located south of Colleen Avenue, just west of Hamline Avenue North, however, only a portion of this pond is within Prepared by: Bolton & Menk, Inc. PROPOSED IMPROVEMENTS 2024 PMP Street & Utility Improvements ǀ 0T1.130168 Page 7 city easement (the rest of the pond is located on private property). It should be noted that only dredging a portion of a pond will likely lead to redistribution of the accumulated sediment from other portions of the pond over time and the entire pond will still require dewatering to perform the work. Braun Intertec completed pond sediment sampling from the ponds to characterize the in-place sediment (future dredge material). These sediment samples were tested and evaluated in accordance with Minnesota Pollution Control Agency (MPCA) standard procedures as described in Appendix B of Managing Stormwater Sediment BMP Guidance for Municipalities. Based on analytical results from the sampling and testing, excavated stormwater sediments from the identified ponds fall within the Residential/Recreational SRV management category and may be used with no restrictions. To determine the volume of accumulated sediment, a bathymetric survey was completed for each of the stormwater ponds. This process involves taking measurements at various locations throughout pond to determine the top of sediment and then pushing through the sediment to the approximate original pond bottom. The difference between these measurements provides an estimate of the accumulated sediment volume to be dredged out of the pond. Similar to the backyard storm sewer improvements identified above, access to these ponds is anticipated to necessitate tree removal and restoration of temporary access impacts, including private landscaping facilities in some areas. See Figure 1 in Appendix A for the proposed project layout identifying the limits of each proposed pond dredging operation. Sediment sampling and an associated report of its findings were completed by Braun Intertec for the ponds and the report is included in Appendix E Trails The public and City staff identified additional trail and retaining wall scope through the feasibility study process that should be considered for addition to delivery of this project. Upon review of the existing poor trail conditions, their location, and type of work necessary to make improvements, it is recommended the improvements of trails adjacent be added to the originally proposed and related street improvement scope of the project. The proposed trail improvements include removal of the existing bituminous pavement and repaving the trails with new bituminous on the existing aggregate base materials. Additionally, the trails will have new concrete pedestrian ramps installed where the trails proposed for rehabilitation intersect roadways in the project area. Beyond the pedestrian ramps, the trails are proposed to be replaced, in kind, matching the existing trail alignments, widths, and elevations. Due to the existing site topography, some segments of these existing trails appear to be quite steep and may not be feasible to improve to strict compliance with Americans with Disabilities Act (ADA) requirements beyond the new concrete pedestrian ramps, consistent with the existing trail system along these recreational trails. The trail between Norma Avenue and Indian Oaks Court is very narrow, particularly along the west side of the trail. This trail is proposed to be widened to a standardized 6-ft width throughout, matching the southern edge, and will maintain the existing drainage swale over the trail along the backyard lot lines. The bituminous curb along the west side of the trail, adjacent to 1503 Briarknoll Drive, is proposed to be replaced to continue to manage drainage. Existing handrails along portions of the trails are proposed to remain in place. The modular block retaining wall along the south side of the trail, approximately behind 1479 Colleen Avenue, is also proposed to be replaced and improved as part of the project. See Figure 1 in Appendix A for the proposed project layout identifying the trails to be rehabilitated and the locations of ADA pedestrian ramp improvements. See Figure 3 in Appendix A for the proposed retaining wall and bituminous curb replacements. Prepared by: Bolton & Menk, Inc. STAKEHOLDER COORDINATION 2024 PMP Street & Utility Improvements ǀ 0T1.130168 Page 8 V. STAKEHOLDER COORDINATION Private Utilities A private utility coordination meeting will be held with private utility companies that have facilities within the project area to understand the presence of existing overhead or underground facilities and plans for infrastructure upgrades or necessary relocations during the final design phase of the project. Based on the scope of this project primarily being a rehabilitation project, major conflicts are not anticipated but will be verified during the final design process. Public Involvement A resident questionnaire was mailed out in April of 2023 to properties within the proposed construction area. The questionnaire provided residents and property owners with an opportunity to provide feedback on the proposed improvements and identify existing information on the project area. The feedback received included a lot of property specific information, but several common themes were also identified from the returned questionnaires. These common themes were used to develop a summary of the survey which includes concerns over the condition of the trail system throughout the neighborhood, concerns over impacts to irrigation systems and dog fences, concerns over how the project will be assessed, requests to minimize construction impacts, issues with the slope of existing driveways and the curb at their driveway entrance, and existing drainage issues. These surveys were considered during the development of this feasibility report and items within the scope of the project were incorporated to address the feedback received. It should be noted that to align with city policy, potential damage to irrigation systems will be repaired as part of the project by the selected contractor, however, potential damage to dog fences is the responsibility of the homeowner to repair. The resident questionnaire and survey summary can be found in Appendix D. The second opportunity for public involvement will be at a public open house scheduled for August 8th, 2023. Feedback from the open house will be considered and incorporated into the final design as directed by city staff. A third public informational meeting will be held after the final design is better defined but prior to construction of the project. VI. RIGHT-OF-WAY, EASEMENTS, AND PERMITS All work on the project is anticipated to take place within existing city right-of-way or easements. However, after completing final design, it is possible that temporary easements may be necessary to construct the project. This will be evaluated in detail towards the end of the final design process to identify any temporary easement needs, particularly as it relates to the work beyond the roadways. The project area is within the jurisdiction of the Rice Creek Watershed District (RCWD) and therefore requires compliance with their rules and regulations. A meeting was held with RCWD staff on June 26th, 2023 to understand how their rules and regulations apply to the proposed project. The project falls under the Public Linear Project category for Stormwater Management rules and therefore stormwater management is not required unless the project disturbs greater than one acre of underlying native soils. Being that the project is primarily a rehabilitation project and plans to leave the existing aggregate base and/or reclamation material in place, the disturbance to underlying native soils is currently calculated to be under the one acre threshold and stormwater management permitting is not anticipated. An Erosion & Sediment Control Plan permit will be required through the RCWD associated with the project’s erosion control plan.  Prepared by: Bolton & Menk, Inc. ESTIMATED COSTS 2024 PMP Street & Utility Improvements ǀ 0T1.130168 Page 9 A Level 1 wetland delineation was conducted during the summer of 2023 to identify the wetlands surrounding the proposed pond dredging operations. Permitting associated with the wetland impacts will be submitted to the appropriate agencies for approval at the conclusion of final design and is expected to meet the conditions for a no low permit associated with the Wetland Conservation Act (WCA) requirements. No additional permitting is required for the dewatering of the ponds associated with the pond dredging work. Existing, adjacent wetlands and potential associated permitting needs were identified through the feasibility study. After meeting with the RCWD and identifying the proposed scope of work at the storm sewer outfalls as it relates to RCWD’s rules and regulations, it was determined that Level 2 wetland delineations and associated impacts permitting will be required to complete the work. It is recommended the project’s final design scope be modified to complete the necessary delineations to move forward with the proposed backyard storm sewer improvement work, as proposed in this report. Delineations and necessary permits will be secured during final design. A preliminary list of anticipated permits for construction of the improvements beyond those identified above include the Minnesota Pollution Control Agency (NPDES Construction Stormwater Permit) and the Minnesota Department of Health (Public Watermain Plan Review). The RCWD reached out after our meeting to inform project staff that the proposed project improvements may be eligible for upcoming grant funding. The grant funding is an annual program put on by the RCWD to help with implementation of stormwater management projects in the RCWD. The funding is intended for projects that provide stormwater quality treatment, runoff volume reductions, peak runoff rate control and/or reductions in groundwater usage. Projects proposed in conjunction with municipal street projects, such as this one, are encouraged. Applications for the 2024 Stormwater Management Grant are expected to open around the end of September and be due around mid-December. The application to the RCWD and grant administration should be considered for addition to delivery of this project. VII. ESTIMATED COSTS Detailed estimates of probable construction costs have been prepared for the improvements described in this Report and are included in Appendix B. All costs are based on anticipated unit prices for the 2024 construction season based on actual bid prices for similar projects. Actual costs will be determined through competitive bids following the final design for the project. All estimated costs also include a 10% contingency and 27% overhead allowance for legal, engineering, administrative, and finance costs. Table 2 contains a summary of the estimated total project costs. for all recommended improvements, inclusive of construction costs, contingency, and overhead allowance. Table 2 – Estimated Total Project Costs Proposed Improvements Reclamation Areas Mill & Overlay Areas Trails & Ponds Total Project Costs Streets $973,600 $497,500 - $1,471,100 Storm Sewer $358,100 $477,200 - $835,300 Sanitary Sewer $120,200 $47,100 - $167,300 Watermain $202,500 $17,100 - $219,600 Trails & Ponds - - $307,800 $307,800 Total Project Costs $1,654,400 $1,038,900 $307,800 $3,001,100  Prepared by: Bolton & Menk, Inc. ASSESSMENTS AND FUNDING 2024 PMP Street & Utility Improvements ǀ 0T1.130168 Page 10 The estimated total project costs listed in Table 2 include the additional trail improvement scope, additional wetland permitting, and additional application for a potential RCWD grant identified through the feasibility study process. While City standard process includes an estimated percentage- based method of estimating overhead and contingencies, the actual estimated additional trail design, wetland permitting, and grant application costs are $23,000 and the estimated additional trail construction costs is $130,000, both of which are accounted for in Table 2. It is planned to bid the project with multiple bid alternates for the pond dredging work and trail and retaining wall work. This will allow flexibility to include or remove these items from the project based on the actual prices bid by the contractor to complete the work. VIII. ASSESSMENTS AND FUNDING Assessments for street improvement costs are proposed to be levied to benefiting properties as outlined in Minnesota Statute 429 and the City of Arden Hills Assessment Policy. A preliminary assessment roll was compiled for all adjacent benefitting properties per the City’s assessment policy and is included in Appendix C. All identified properties were proposed to be assessed at a calculated assessment rate of 50% of the street project costs. The street project costs were split between reclamation improvements and mill & overlay improvements. Each property eligible for assessment was identified as either a reclamation property or a mill and overlay property based on their street address. Assessments for the proposed street improvements were calculated using the Residential Equivalent Unit (REU) method as outlined in the City’s assessment policy. The assessable costs for each improvement type were divided by the number of eligible REU’s to determine an assessment rate for each improvement type. Calculations for the estimated assessment rates are provided below: Reclamation Areas 50% Estimated Street Project Costs = $486,800 Residential Equivalent Units = 86 Assessment Rate = $5,660 Mill & Overlay Areas 50% Estimated Street Project Costs = $248,750 Residential Equivalent Units = 69 Assessment Rate = $3,605 The preliminary assessment roll does not assign an REU to properties abutting the street improvements if their property address is for another street that is not receiving the street improvements, regardless of driveway access location, etc. in accordance with the city’s assessment policy. Additionally, the project area includes a few unique property situations as it relates to the city’s assessment policy. The 1423 Floral Drive (the Floral Park property owned by the City of Arden Hills), 1445 Floral Drive, and 1465 Floral Drive properties are not included in the preliminary assessment roll. Although they have frontage along Royal Drive which is a project street, in accordance with the assessment policy, their street address is not a project street. Also, these three properties were all assessed as part of the 2018 PMP project, which included Floral Drive. The 4539 Keithson Drive and 1370 Colleen Avenue properties are both identified as 2 REU’s in the preliminary assessment roll because their lot sizes are considered subdivisible, in accordance with the city’s assessment policy.  Prepared by: Bolton & Menk, Inc. ASSESSMENTS AND FUNDING 2024 PMP Street & Utility Improvements ǀ 0T1.130168 Page 11 The assessment policy indicates “the City Council shall retain the right to review each project on its own merit and to deviate from any portion of the Assessment Policy Manual, as it deems proper. These deviations may occur in unique situations or where application of the policy produces unfair or undesirable results. The residential equivalent assessment rate shall be determined by the City Council.” See Figures 4 and 5 in Appendix A for the assessable properties map that correlates with the parcel numbers on the preliminary assessment roll. The project costs for the remaining street costs and for the storm sewer, sanitary sewer, watermain, trail, and pond improvements will be the cost responsibility of the City. Proposed project funding sources are a combination of the City’s Permanent Improvements Revolving (PIR) fund, utility funds, and special assessments for street improvements. The proposed project assessments and funding summary are based on preliminary estimated project costs for the recommended improvements. These costs may be revised at the time of the final assessment hearing depending on the final design of the project, required right-of-way and/or easements, soil conditions, bids received, and actual work performed. The assessments are proposed to be assessed over a 10-year period at an interest rate to be set by the City Council. A summary of the funding breakdown is presented in Table 3 below. Table 3 – Estimated Funding Breakdown Funding Source Project Total Cost PIR Fund $900,700 Assessments $735,500 Utility Fund – Sanitary Sewer $167,300 Utility Fund – Water $219,600 Utility Fund – Surface Water Management $978,000 Total $3,001,100  Prepared by: Bolton & Menk, Inc. PROJECT SCHEDULE 2024 PMP Street & Utility Improvements ǀ 0T1.130168 Page 12 IX. PROJECT SCHEDULE The proposed project schedule is shown below: Resident Questionnaire Survey ....................................................................................... May 26, 2023 Council Work Session for Direction on Preliminary Design* ........................................ June 20, 2023 Accept Feasibility Report & Order Public Improvement Hearing* ................................. July 24, 2023 Public Open House ........................................................................................................ August 8, 2023 Public Improvement Hearing* .................................................................................... August 14, 2023 Order Improvements & Authorize Preparation of Plans and Specifications* ............. August 14, 2023 Approve Final Plans & Specifications and Authorize Advertisement for Bids* ............ January, 2024 Bid Opening .................................................................................................................. February, 2024 Accept Bids & Order Assessment Hearing* ................................................................ February, 2024 Assessment Hearing/Adopt Assessment Roll & Award Construction Contract* ............. March, 2024 Public Open House .............................................................................................................. April, 2024 Construction Begins .......................................................................................................... Spring, 2024 Construction Substantial Completion.................................................................................... Fall, 2024 City Certifies Assessments to County ........................................................................ November, 2024 * City Council Meeting X. CONCLUSION This report has been prepared to investigate the potential for rehabilitating the roadways in the 2024 PMP Street & Utility Improvements project areas and associated work. This report identified the recommended improvements to the infrastructure, provided estimated costs of the recommended improvements, and identified applicable funding to finance the improvements. From an engineering standpoint, this project, as proposed, is feasible, cost effective, and necessary and it can best be accomplished by letting competitive bids for the work. It is recommended that the work be done under one contract in order to complete the work in an orderly and efficient manner. The City and the persons assessed will have to determine the economic feasibility of the proposed improvements.  Appendix A: Figures © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS 4545HAMLINEAVE N1348 EIDE CIR1347 EIDE CIR4163HAMLINEAVE N4301COLLEEN CT1475 ARDENVIEW DR1410 ARDENVIEW DR1413 ARDENVIEW DR 1377 ARDEN VIEW DR 43 3 8 A RD E N VI EW C T 43 40 AR D EN VIE W C T 4351 ARDENVIEW CT4357 ARDENVIEW CT1389 ARDENVIEW DR 1419 ARDENVIEW DR1420 ARDENVIEW DR1421 ARDENVIEW DR1397 ARDENVIEW DR 1444 ARDENVIEW DR1446 ARDENVIEW DR1382 ARDENVIEW DR 1417 ARDENVIEW DR1416 ARDENVIEW DR4416 ARDENVIEW CT 4421 ARDENVIEW CT 4410 ARDE N VIEW CT 1349 ARDENVIEW DR1451 ARDENVIEW DR1476 ARDENVIEW DR1480 ARDENVIEW DR1479 ARDENVIEW DR1412 ARDENVIEW DR4 3 2 0 A RD E N VI EW C T 43 25 A R DE NVIE W C T 43 2 7 A RD E N VI EW CT 4364 ARD E N VIEW CT 1390 ARDEN VIEW DR 4522KEITHSONDR 1424 ARDENVIEW DR1473 ARDENVIEW DR1474 ARDENVIEW DR 4373 ARDEN VIEW CT4400 ARDEN VIEW CT 434 5 A R DE N VIE W CT 4355 ARDENVIEW CT 4550KEITHSONDR 1407 ARDENVIEW DR 1404 ARDENVIEW DR 1402 ARDENVIEW DR 1425 ARDENVIEW DR1427 ARDENVIEW DR1441 ARDENVIEW DR1440 ARDENVIEW DR1422 ARDENVIEW DR1423 ARDENVIEW DR1400 ARDEN VIEW DR 1383 ARDENVIEW DR 1418 ARDENVIEW DR1436 ARDENVIEW DR1360 ARDENVIEW DR1358 ARDENVIEW DR1342 ARDENVIE W DR1344 ARDENVIE W DR1361 ARDENVIEW DR1359 ARDENVIEW DR1 341 ARDENVIEW DR1343 ARDENVIEW DR1345 ARDENVIEW DR1346 ARDENVIEW DR1347 ARDENVIEW DR1348 ARDENVIEW DR1470 ARDENVIEW DR1350 ARDENVIEW DR 4540KEITHSONDR 1388 ARDEN VIEW DR 1406 ARDENVIEW DR 4516KEITHSONDR 1393 ARDENVIEW DR 1385 ARDENVIEW DR 1415 ARDENVIEW DR1438 ARDENVIEW DR1386 ARDEN VIEW DR 1414 ARDENVIEW DR1426 ARDENVIEW DR1435 ARDENVIEW DR1434 ARDENVIEW DR1448 ARDENVIEW DR 1370 ARDEN VIEW DR 1380 ARDENVIEW DR 1458 ARDEN VIEW DR 146 3 A RD E N VI EW D R 4370 A R D E N VIEW CT1449 ARDENVIEW DR1471 ARDENVIEW DR1477 ARDENVIEW DR1481 ARDENVIEW DR 4371 ARD E N VIEW C T432 4 A R D E N VIE W CT 43 2 6 A R DEN VI E W CT4365 ARDE N VIEW C T 4367 A R D E N VIEW CT 4352 ARDENVIEW CT4354 ARDENVIEW CT 43 3 9 AR D E N VI E W CT 4330 AR D E N VIEW C T 4331 AR D E N VIEW CT4404 ARDEN VIEW CT4403 ARDEN VIEW CT4360 ARDENVIEW CT4361 ARDENVIEW CT4362 ARDENVIEW CT4363 ARDENVIEW CT4374 ARDEN VIEW CT 4377 ARDENVIEW CT4393 ARDENVIEW CT4477 ARDENVIEW CT4424 ARDENVIEW CT 4391 ARDENVIEW CT4392 ARDENVIEW CT4427 ARDENVIEW CT 4480 A RD E NVI EW C T 4372 ARDEN VIEW CT 4399 ARDEN VIEW CT 4406 ARDE N VIEW CT 4389 ARDENVIEW CT 4475 A R DE N VIEW CT 4473 AR DE N VIEW CT 4468 ARDEN VIEW CT 1376 ARDEN VIEW DR 1366 ARDENVIEW DR 1468 ARDENVIEW DR1466 ARDE N VIEW DR 4366 A R D E N VIEW CT 1378 ARDENVIEW DR 1357 ARDENVIEW DR1457 A RDEN VIE W D R 4329 AR DE N VIEW C T 4418 ARDENVIEW CT 4413 ARDEN VIEW CT 1352 ARDENVIEW DR4358 ARDENVIEW CT4466 ARDEN VIEW CT 4470 ARDEN VIEW CT 4469 ARDEN VIEW CT 4460 ARDENVIEW CT4428 A R DEN VI EW C T 1392 ARDEN VIEW DR 1403 ARDENVIEW DR 1395 ARDENVIEW DR 1399 ARDEN VIEW DR 1433 ARDENVIEW DR1452 ARDENVIEW DR1453 ARDENVIEW DR4474 AR DE N VIEW CT 4467 ARDEN VIEW CT 4465 ARDEN VIEW CT 4456 ARDENVIEW CT1518 ARDENVIEW DR4441 ARDENVIEW CT44 3 2 A R D EN VI E W C T 4415 ARDENVIEW CT 4420 ARDENVIEW CT 1356 ARDENVIEW DR 4341 A R DEN VI EW C T 4356 ARDENVIEW CT4386 ARDENVIEW CT 4483 A RD EN VI E W CT4479 ARDENVIEW CT4463 ARDENVIEW CT443 0 A R D E N VI E W C T 4390 ARDENVIEW CT448 1 A RD E N VI EW CT 4472 AR D E N VIEW C T 44 5 1 A R D E N VI E W CT 44 4 9 A R D EN VI EW C T 1408 ARDENVIEW DR 1384 ARDENVIEW DR 1445 ARDENVIEW DR1431 ARDENVIE W DR 4394 AR D E N VIEW C T 44 2 9 ARD E N VIEW C T 44 52 A R D E N VI EW C T1484 ARDENVIEW DR44 55 A R DEN VIE W C T1528 ARDENVIEW DR1373 ARDEN VIEW DR 1372 ARDEN VIEW DR 1464 ARDE N VIEW DR 1429 ARDENVIEW DR1472 ARDENVIEW DR4405 ARDE N VIEW CT 4398 ARDEN VIEW CT1351 ARDENVIEW DR4353 ARDENVIEW CT4376 ARDENVIEW CT4476 ARDENVIEW CT44 87 A RD EN VI EW CT 44 5 4 A R D E N VI EW C T 444 6 A R D E N VIE W C T 4440 ARDENVIEW CT44 3 3 A R D E N VI EW CT1576 ROYALHILLS DR1565MCCLUNG DR4370SNELLINGAVE N 1454 ARDENVIEW DR1455 ARDENVIEW DR1478 ARDENVIEW DR146 1 A RD ENVIEW DR 1391 ARDEN VIEW DR 1387 ARDEN VIEW DR 1405 ARDENVIEW DR 1394 ARDENVIEW DR 1398 ARDEN VIEW DR 1443 ARDENVIEW DR1381 ARDENVIEW DR 1363 ARDENVIEW DR1362 ARDENVIEW DR1439 ARDENVIEW DR1447 ARDENVIEW DR1409 ARDENVIEW DR 1428 ARDENVIEW DR1437 ARDENVIEW DR1450 ARDENVIEW DR 1456 AR D E N VIEW DR 1371 ARDEN VIEW DR 1379 ARDENVIEW DR 1467 ARDEN VIEW DR 4368 AR D E N VIEW C T 1375 ARDEN VIEW DR 1367 ARDENVIEW DR 1459 ARDEN VIEW DR 146 2 A RD ENVIEW DR 1369 ARDENVIEW DR 1368 ARDENVIEW DR 4328 AR D E N VIEW C T4402 ARD ENVIE W CT 4419 ARDENVIEW CT 4412 ARD E N VIEW CT 4359 ARDENVIEW CT4417 ARDENVIEW CT 4411 ARDEN VIEW CT 4350 ARDENVIEW CT 436 9 ARDEN VIEW C T 4323 ARD E N VI EW CT 43 2 2 A RD E N VI E W CT 43 2 1 AR D E NVI E W C T4378 ARDENVIEW CT4426 ARD E NVIEW CT 4422 AR D E N VIEW CT 4461 ARDENVIEW CT4436 ARDENVIEW CT448 2 ARD E N VI EW CT 4471 ARDEN VIEW CT 44 5 0 A R D E N VI EW C T 44 4 8 A R D E N VI EW CT 4534KEITHSONDR 4528KEITHSONDR 1396 ARDENVIEW DR 1442 ARDENVIEW DR1430 ARDENVIEW DR1432 ARDENVIEW DR 4423 ARD E N VIEW CT 4462 ARDENVIEW CT44 3 1 A R DE N VI EW C T 44 5 3 A R D E N VIE W CT 4447 ARDENVIE W CT1411 ARDENVIEW DR 1374 ARDEN VIEW DR 1465 ARD E N VIEW DR 1 4 6 0 AR DE N VI EW D R 1575MCCLUNG DR1500 ARDENVISTA CT1570MCCLUNG DR 4 33 2 AR DEN VI EW C T 43 3 3 A R D E N VIEW CT43 3 4 A R D E N VI EW C T 43 3 5 AR D E N VIEW CT1497 ARDENVISTA CT1527 ARDENVISTA CT1566 ROYALHILLS DR0 MCCLUNG DR1518 ARDENVISTA CT 1556MCCLUNG DR4347 ARDENVIEW CT4348 ARDENVIEW CT4349 ARDE NVIEW CT 4375 ARDEN VIEW CT 4408 ARDE N VIEW CT1355 ARDENVIEW DR 43 4 3 A RD E N VI E W C T 1509 ARDENVISTA CT 1556 ROYALHILLS DR4407 ARDEN VIEW CT 43 4 2 AR D E N VI EW CT 43 4 4 A R D E N VI EW C T 4379 ARDENVIEW CT4409 ARDE N VIEW CT 4414 ARDENVIEW CT 1353 ARDENVIEW DR1354 ARDENVIEW DR 4387 ARDENVIEW CT 4388 ARDEN VIEW CT 4478 ARDENVIEW CT4459 ARDENVIEW CT4445 A R DENVIEW CT 4438 ARDENVIEW CT1555 ROYALHILLS DR44 8 5 AR DE NVIEW C T 448 6 A RD EN VIEW C T 4395 AR D E N VIEW C T 4396 AR D E N VIEW CT 44 3 5 A RD E N VI EW C T 44 3 4 AR D E N VI EW CT 44 8 4 AR DE NVIEW C T 4397 ARDE N VIEW CT 4464 ARDEN VIEW CT 4458 ARDENVIEW CT4444 ARD E NVIEW CT 4439 ARDENVIEW CT1565 ROYALHILLS DR1482 ARDENVIEW DR1555MCCLUNG DR4457 ARDENVIEW CT4437 ARDENVIEW CT4442 A R D E NVIEW CT 4443 A R D E NVIEW C T1488 ARDENVIEW DR1498 ARDENVIEW DR1508 ARDENVIEW DR4510KEITHSONDR 4482SNELLINGAVE N 1550HIGHWAY96 W1530HIGHWAY96 W4538SNELLINGAVE N 4530SNELLINGAVE N 1571KEITHSONDR1567KEITHSONDR1561KEITHSONDR1559KEITHSONDR1551KEITHSONDR1533KEITHSONDR44 5 9 RO Y A L HI L L S D R 4472SNELLINGAVE N 4462SNELLINGAVE N 1485 ARDENVIEW DR1495 ARDENVIEW DR1501 ARDENVIEW DR1560KEITHSONDR1502KEITHSON DR4504KEITHSONDR 1483 ARDENVIEW DR1545MCCLUNG DR1524COLLEEN AVE 15 3 1 M C C L U N G D R 15 37MCCL UN G DR 15 3 8MCC LUN G D R 1546MCCLUNG DR1513 ARDENVISTA CT1517 ARDENVISTA CT1511 ARDENVISTA CT 1528 ROYALHILLS DR1546 ROYALHILLS DR1573KEITHSON DR0 ROYAL HILLS DR 1520 ARDENVISTA CT1558KEITHSONDR4409 ROYALHILLS DR 1535 ROYALHILLS DR 1365 E ID E C IR 137 1 E I DE C I R 1377 EIDE CIR1364 EIDE CIR 1370 EIDE CIR 135 5 EIDE CIR 135 8 EI DE C IR4539KEITHSONDR4527KEITHSONDR 1503 ARDENVIEW DR445 8 R O YA L HI L L S D R 4494 ROYAL HILLS DR 4514 ROYALHILLS DR1562KEITHSON DR1544 KEITHSON DR 1534 KEITHSON DR 1526KEITHSONDR1514KEITHSONDR1506KEITHSONDR1572KEITHSONDR4519 ROYALHILLS DR 4517 ROYALHILLS DR 153 2 R O Y A L HIL L S D R 1479 ARDENVISTA CT1487 ARDENVISTA CT1507 ARDENVISTA CT153 4 R O Y A L HIL L S D R 1516 ARDENVISTA CT 1470 ARDENVISTA CT1514 ARDEN VISTA CT 1510 ARDENVISTA CT1523MCCLUNG DR 1515 COLLEEN AVE 1511COLLEEN AVE 4316COLLEEN CT1575BRIARKNOLLDR1479COLLEENAVE1520COLLEEN AVE 1469COLLEENAVE1489COLLEENAVE4300COLLEEN CT 1537 BRIARKN O L L CIR1565BRIARKNOLLDR 1509COL LEENAVE 1494KEITHSON DR1524HIGHWAY96 W1543KEITHSONDR1539KEITHSONDR0 HIGHWAY96 W4449 ROYAL HILLS DR 0 HIGHWAY96 W4305COLLEEN CT1490 ARDENVISTA CT1480 ARDENVISTA CT4309COLLEEN CT4315COLLEEN CT15 2 8 MC C L U N G D R 1519 MCCLUN G D R 1496BRIARKNOLLDR1504HIGHWAY96 W4503KEITHSON DR1521KEITHSONDR4509KEITHSONDR 4521KEITHSONDR 1529KEITHSONDR 4308COLLEEN CT1359COLLEENAVE1367COLLEENAVE1377COLLEENAVE1385COLLEENAVE1413COLLEENAVE1423COLLEENAVE1431COLLEENAVE1403COLLEENAVE1449COLLEENAVE1441COLLEENAVE1395COLLEENAVE4326SNELLINGAVE N 1522COLLEEN AVE 1349COLLEENAVE4080SNELLINGAVE N 4140SNELLINGAVE N 4120SNELLINGAVE N 4304COLLEEN CT4317COLLEEN CT4312COLLEEN C T 4383 ARDENVIEW CT1339 ARDEN VIEW DR 4382 ARDENVIEW CT4384 ARDENVIEW CT4380 ARDENVIEW CT4385 ARDENVIEW CT4381 ARDENVIEW CT1556BRIARKNOLL DR 4276COLLE E N CIR 1366 INDIANOAKS TRL 4235HAMLINEAVE N 4223HAMLINEAVE N4275HAMLINEAVE N1410 INDIANOAKS TRL1428 INDIANOAKS TRL1400 INDIANOAKS TRL1418 INDIANOAKS TRL4258NORMA AVE 1427 INDIANOAKS TRL1416 INDIANOAKS CT0 INDIANOAKS CT1409 INDIANOAKS TRL1392 INDIANOAKS TRL1382 INDIANOAKS TRL 1401 INDIANOAKS TRL 1441 INDIANOAKS TRL 1440 INDIANOAKS TRL1449 INDIANOAKS TRL4242NOR M A A V E 1398 INDIANOAKS CT1496 DAWN CIR1486BRIARKNOLLDR1550BR IA RK NO L L CIR 1546BRIARKNOLL DR 1538BRIARKNOLLCIR4287COLLEENCIR1531BRIARKNOLLDR1523BRIARKNOLLDR1511BRIARKNOLLDR1549 BRIARKN O L L DR1552BRIARKNOLL DR 1537BRIARKNOLL DR1548BRIARKNOLL DR 1512 DAWN CIR4293COLLEE NCIR 1516COLLEEN AVE 1450HIGHWAY96 W 1467 ROYAL LN1475 ROYAL LN1483 ROYAL LN1491 ROYAL LN4200NORMA AVE 1501 ROYAL LN1355 INDIANOAKS TRL1367 INDIANOAKS TRL1375 INDIANOAKS TRL4286JAMES AVE 4274JAMES AVE 4262JAMES AVE 1497 DAWN CIR4136 GALE CIR 4136JAMES CIR1361FLORALDR W1391FLORALDR W4127 GALE CIR1436COLLEENAVE1556BRIARKNOLL CIR 4294COLLEENCIR4132JAMES CIR 4126 GALE CIR 4133JAMES CIR 4129JAMES CIR 1357FLORALDR W4117 GALE CIR 4118 GALE CIR 1381FLORALDR W1371FLORALDR W1348COLLEENAVE1389 INDIANOAKS CT1415 INDIANOAKS CT1397 INDIANOAKS CT1406COLLEENAVE1446COLLEENAVE1427 INDIANOAKS CT1405 INDIANOAKS CT1414COLLEENAVE1553BRIARKNOLL DR 4275NORMA AVE 4286NORMA AVE 1518BRIARKNOLLDR4283NORMA AVE 4265NORMA AVE 4268NORMA AVE 4276NORMA AVE 1528BRIARKNOLLDR1517 DAWN CIR1528 DAWN C IR 4292NORMA AVE 1522BRIARKNOLLDR1523 DAWN CIR 1527 DAWN CIR4101JAMES CIR1542BRIARKNOLLDR1512BRIARKNOLLDR1511 DAWN CIR4297JAMES AVE1458COLLEENAVE4293NORMA AVE 4284COLLEENCIR 4255NORMA AVE1426COLLEENAVE1536BRIARKNOLLDR1465FLORALDR W1445FLORALDR W 1474FLORALDR W 1438 INDIANOAKS CT 4136NORMA CIR 1439 INDIANOAKS CT 1446 INDIANOAKS CT4137 GALE CIR 4126JAMES CIR1424 INDIANOAKS CT4126NORMA CIR 4108 GALE CIR 4139NORMA AVE 4101HAMLINEAVE N4107 GALE CIR1474 DAWN CIR1447 INDIANOAKS CT 4135NORMA CIR4123NORMA CIR4149 NORMA A V E 4140NORMA AVE 4150NORMA AVE 4101 G A L E C I R 4100 GALE CIR1485 DAWN CIR4120NORMA CIR1469 D A W N C I R 4137JAMES CIR 1475 DA W N C I R 1478 DAWN CIR 1366FLORALDR W1356FLORALDR W4109JAMES CIR4125JAMES CIR4113JAMES CIR4117JAMES CIR 4155 NORMA AVE 4121JAMES CIR 4163NORMA AVE 1399FLORALDR W1370COLLEENAVE 1417 INDIANOAKS TRL1390 INDIANOAKS CT1554BRIARKNOLL DR 1517BRIARKNOLLDR1388COLLEENAVE4274COLLEEN CIR 4183NORMA AVE 1518 DAWN CIR1538BRIARKNOLLDR1543BRIARK N O L L DR 1522 DAWN CIR 1457COLLEENAVE1531BRIARKN O L L CIR 4277COLLEENCIR 4195NORMA AVE 4173NORMA AVE 1498 ROYAL LN 1547BRIARKNOLLCIR 1503BRIARKNOLLDR4250NORMA AVE1555BRIARKNOLLCIR 1448 INDIANOAKS TRL1423FLORALDR W 1423FLORALDR W 1503COLLEENAVE 1486 DAWN CIR4429 ROYALHILLS DR 4452SNELLINGAVE N 1575 ROYALHILLS DR4430SNELLINGAVE N 4439 ROYALHILLS DR 4444SNELLINGAVE N 4420SNELLINGAVE N 4419 ROYALHILLS DR 4410SNELLINGAVE N 1555 ROYALHILLS DR1565 ROYALHILLS DR4409 ROYALHILLS DR 1535 ROYALHILLS DR1575 ROYALHILLS DRSNELLINGAVE N 1565MCCLUNG1575MCCLUNG1555MCCLUNG1497 ARDENVISTA CT1518 ARDENVISTA CT 1509 ARDENVISTA CT 1511 ARDENVISTA CT 1528 ROYALHILLS DR1520 ARDENVISTA CT 153 2 R O Y A L HIL L S D R 1487 ARDENVISTA CT1507 ARDENVISTA CT1516 ARDENVISTA CT 1465FLORALDR W1445FLORALDR W 4139NORMA AVE 4140NORMA AVE 4150NORMA AVE 1498 ROYAL LN 1423FLORALDR W4301COLLEEN CT 4338 ARD E N VI EW C T 434 0 A R D EN VIE W CT 4351 ARDENVIEW CT4357 ARDENVIEW CT4 3 2 0 A RD E N VI EW C T 43 25 A R DE NVIE W C T 43 2 7 A RD E N VI EW CT 4364 ARD E N VIEW CT 434 5 A R D E N VIE W CT 4355 ARDENVIEW CT 432 4 A R D E N VIE W CT 43 2 6 A R DEN VI E W CT4365 ARDE N VIEW C T 4 VIEW 4352 ARDENVIEW CT4354 ARDENVIEW CT 43 39 A R DEN VI E W CT 4330 AR D E N VIEW C T 4331 AR D E N VIEW CT 4360 ARDENVIEW CT4361 ARDENVIEW CT4362 ARDENVIEW CT4363 ARDENVIEW CT4366 A R D E N VIEW CT 4329 AR DE N VIEW C T 4358 ARDENVIEW CT4441 ARDENVIEW CT44 3 2 A R D EN VI E W C T 434 1 A RD EN VI EW C T 4356 ARDENVIEW CT44 5 1 A R D E N VI E W CT 44 4 9 A R D E N VI EW C T 44 5 2 A R D E N VI EW C T 445 5 A R D EN VIE W C T 4353 ARDENVIEW CT 44 5 4 A RD E N VI EW C T 444 6 A R D E N VIE W C T 4440 ARDENVIEW CT44 3 3 A R D E N VI EW CT 4328 AR D E N VIEW C T 4359 ARDENVIEW CT4350 ARDENVIEW CT 4323 ARD E N VI EW CT 43 2 2 A RD E N VI E W CT 43 2 1 AR D E NVI E W C T 44 5 0 A R D E N VI EW C T 44 4 8 A R D E N VI EW CT 44 5 3 AR D E N VIE W CT 4447 ARDENVIE W CT4 33 2 AR DEN VI EW C T 43 3 3 A R D E N VIEW CT43 3 4 A R D E N VI EW C T 43 3 5 AR D E N VIEW CT 4347 ARDENVIEW CT4348 ARDENVIEW CT4349 ARDE NVIEW CT 43 4 3 ARD E N VI E W C T 43 4 2 AR D E N VI EW CT 43 4 4 A R D E N VI E W C T 4445 A R DENVIEW CT 4438 ARDENVIEW CT44 3 5 A RD E N VI EW C T 44 3 4 AR D E N VI EW CT 4444 ARDENVIEW CT 4439 ARDENVIEW CT4443 A R D E NVIEW C T 1524COLLEEN AVE 1515 COLLEEN AVE 1511COLLEEN AVE 4316COLLEEN CT1520COLLEEN AVE EN4300COLLEEN CT 1537 BRIARKN O L L CIR 1509COL LEENAVE 4305COLLEEN CT4309COLLEEN CT4315COLLEEN CT15 2 8 MC C L U N G D R M 1496BRIARKNOLLDR4308COLLEEN CT1359COLLEENAVE1367COLLEENAVE1377COLLEENAVE1385COLLEENAVE1413COLLEENAVE1423COLLEENAVE1431COLLEENAVE1403COLLEENAVE1449COLLEENAVE1441COLLEENAVE1395COLLEENAVE1522COLLEEN AVE 1349COLLEENAVE4304COLLEEN CT4317COLLEEN CT4312COLLEEN C T 1366 INDIANOAKS TRL 4235HAMLINEAVE N 4223HAMLINEAVE N4275HAMLINEAVE N1410 INDIANOAKS TRL1428 INDIANOAKS TRL1400 INDIANOAKS TRL1418 INDIANOAKS TRL4258NORMA AVE 1427 INDIANOAKS TRL1416 INDIANOAKS CT0 INDIANOAKS CT1409 INDIANOAKS TRL1392 INDIANOAKS TRL1382 INDIANOAKS TRL 1401 INDIANOAKS TRL 1441 INDIANOAKS TRL 1440 INDIANOAKS TRL1449 INDIANOAKS TRL1398 INDIANOAKS CT1486BRIARKNOLLDR1355 INDIANOAKS TRL1367 INDIANOAKS TRL1375 INDIANOAKS TRL4286JAMES AVE 4274JAMES AVE 4262JAMES AVE 1497 DAWN CIR1436COLLEENAVE4294COLLEENCIR1348COLLEENAVE1389 INDIANOAKS CT1415 INDIANOAKS CT1397 INDIANOAKS CT1406COLLEENAVE1446COLLEENAVE1427 INDIANOAKS CT1405 INDIANOAKS CT1414COLLEENAVE4275NORMA AVE 4286NORMA AVE 1518BRIARKNOLLDR4283NORMA AVE 4265NORMA AVE 4268NORMA AVE 4276NORMA AVE 1517 DAWN CIR4292NORMA AVE 1522BRIARKNOLLDR1523 DAWN CIR 1512BRIARKNOLLDR1511 DAWN CIR4297JAMES AVE1458COLLEENAVE4293NORMA AVE 4284COLLEENCIR 4255NORMA AVE1426COLLEENAVE1438 INDIANOAKS CT 1439 INDIANOAKS CT 1446 INDIANOAKS CT1424 INDIANOAKS CT1447 INDIANOAKS CT 1485 DAWN CIR 1370COLLEENAVE 1417 INDIANOAKS TRL1390 INDIANOAKS CT1388COLLEENAVE1457COLLEENAVE4250NORMA AVE 1448 INDIANOAKS TRL1556BRIARKNOLL DR 1550BR IA RK NO L L CIR 1546BRIARKNOLL DR 1549 BRIARKN O L L DR1552BRIARKNOLL DR 1537BRIARKNOLL DR1548BRIARKNOLL DR 1556BRIARKNOLL CIR 1553BRIARKNOLL DR 1542BRIARKNOLL DR1536BRIARKNOLLDR1554BRIARKNOLL DR 1543BRIARK N O L L DR 4276COLLE E N CIR1538BRIARKNOLLCIR4287COLLEENCIR 1531BRIARKNOLLDR1523BRIARKNOLLDR1511BRIARKNOLLDR4293COLLEE NCIR 1517BRIARKNOLLDR4274COLLEEN CIR 1531BRIARKN O L L CIR 4277COLLEENCIR 1516COLLEEN AVE 4326SNELLINGAVE N CIR1503BRIARKNOLLDR1479COLLEENAVE1469COLLEEAVE1489COLLEENAVE1503COLLEENAVE 4276 4242NOR M A A V E 1469 D A W N C I R 1475 DA W N C I R H:\ARDH\0T1130168\CAD\C3D\MISC_130168_PRELIMINARY FIGURES_1.dwg 7/11/2023 4:45:45 PMR 2024 PMP STREET & UTILITY IMPROVEMENTS CITY OF ARDEN HILLS PROJECT LAYOUT JULY 2023 LEGEND PROPOSED FULL DEPTH RECLAMATION PROPOSED MILL & OVERLAY PROPOSED PARKING AREA PROPOSED POND DREDGING PROPOSED TRAIL REHABILITATION ADA PEDESTRIAN RAMP IMPROVEMENT1 ARDEN VIEW DR ROYAL HILLS DRARDEN VISTA CT KEITHSON DRCOUNTY RD 96 W KEITHSON DR ARDEN VIEW CT INDIAN OAKS TR ROYAL LN DAWN CIRBRIARKNOLL DRBRIARKNOLL CIR HAMLINE AVE NINDIAN OAKS CT FLORAL DR W COLLEEN AVE DAWN CIRCOLLEEN CIRCOLLE E N C T SNELLING AVE NNORMA AVENORMA AVEMCCLUNG DR HWY 10 R FEETSCALE 0 175 350 HORZ.JAMES AVENUE1 1 1 1 © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS 9 10 4522KEITHSON DR 4550KEITHSONDR 4540KEITHSONDR 4516 KEITHSON DR 1518 ARDENVIEW DR1484 ARDENVIEW DR1528 ARDENVIEW DR1576 ROYALHILLS DR4370 SNELLING AVE N 4534KEITHSONDR 4528KEITHSONDR 1500 ARDENVISTA CT1497 ARDENVISTA CT1527 ARDENVISTA CT1566 ROYALHILLS DR1518 ARDENVISTA CT 1509 ARDENVISTA CT 1556 ROYALHILLS DR1555 ROYALHILLS DR1565 ROYALHILLS DR1488 ARDENVIEW DR1498 ARDENVIEW DR1508 ARDENVIEW DR4510 KEITHSON DR 4482 SNELLINGAVE N 1550HIGHWAY96 W1530HIGHWAY96 W4538 SNELLING AVE N 4530 SNELLING AVE N 1571KEITHSONDR1567KEITHSONDR1561KEITHSONDR1559KEITHSONDR1551KEITHSONDR1533KEITHSONDR4 4 5 9 RO Y A LHIL L S D R 4472 SNELLING AVE N 4462 SNELLING AVE N 1485 ARDENVIEW DR1495 ARDENVIEW DR1501 ARDENVIEW DR1560KEITHSONDR1502KEITHSON DR4504KEITHSONDR 1 5 3 1 M C C L U NG D R 1 5 3 7MCCLUNG DR 1513 ARDEN VISTA CT1517 ARDENVISTA CT1511 ARDENVISTA CT 1528 ROYALHILLS DR1546 ROYALHILLS DR1573KEITHSON DR0 ROYA L HILLS D R 1520 ARDENVISTA CT1558KEITHSONDR4409 ROYALHILLS DR 1535 ROYALHILLS DR 4539KEITHSONDR4527 KEITHSON DR 1503 ARDENVIEW DR4458 RO Y A LHI L L S DR 4494 RO Y A L HILLS D R 4514 ROYAL HILLS DR1562KEITHSON DR1544 KEITHSO N DR 1534 KEITHSO N DR 1526KEITHSONDR1514KEITHSONDR1506KEITHSONDR1572KEITHSONDR4519 ROYALHILLS DR 4517 ROYALHILLS DR 15 3 2 R O Y A L HI L L S D R 1487 ARDENVISTA CT1507 ARDENVISTA CT15 3 4 R O Y A L HI L L S D R 1516 ARDENVISTA CT 151 4 A R D E N VIS T A C T 1510 ARDENVISTA CT1523MCCLUNG DR 1494KEITHSON DR1524HIGHWAY96 W1543KEITHSONDR1539KEITHSONDR0 HIGHWAY96 W4449 ROYA L HILLS DR 0 HIGHWAY96 W1490 ARDENVISTA CT1480 ARDENVISTA CT1504HIGHWAY96 W4503 KEITHSON DR1521KEITHSONDR4509KEITHSONDR 4521 KEITHSON DR 1529KEITHSONDR 4429 ROYALHILLS DR 4452SNELLING AVE N 1575 ROYALHILLS DR4430 SNELLINGAVE N 4439 ROYALHILLS DR 4444SNELLINGAVE N 4420SNELLINGAVE N 4419 ROYALHILLS DR 4410SNELLINGAVE N >>>>>>>>>>H:\ARDH\0T1130168\CAD\C3D\MISC_130168_PRELIM_LAYOUT_1.dwg 7/19/2023 5:26:31 PMR 2024 PMP STREET & UTILITY IMPROVMENTS CITY OF ARDEN HILLS UTILITY IMPROVEMENTS JULY 2023 LEGEND PROJECT AREA EXISTING STORM SEWER EXISTING WATERMAIN >> l TREE REMOVAL 1 REPLACE RINGS AND CASTING 2 REPLACE GATE VALVE AND BOX 3 REPLACE SANITARY RINGS & CASTING/ADD CHIMNEY SEAL 4 SUMP & SAFL BAFFLE 5 MUD STRUCTURE/INVERT REPLACE STRUCTURE 7 GRADE CHANNEL8 ADD RIP RAP9 PROPOSED STRUCTURE 10 ADJUST APRON 6 PROPOSED WATERMAINl PROPOSED STORM SEWER PIPE>> 11 REPLACE HYDRANT 12 SEWER PIPE GROUTING PROPOSED SANITARY SEWER PIPE> 13 DOCUMENTED CURB PONDING ARDEN VIEW DRSNELLING AVE NROYAL HILLS DRARDEN VISTA CT KEITHSON DR COUNTY RD 96 W 1 4 1 1 2 1 4 4 2 3 1 9 R KEITHSON DRNEW TRASHGUARD FEETSCALE 075150 HORZ. 6 7 7 7 7 7 7 77 7 7 7 1 2 2 2 1 1 2 2 3 3 4 2 8 2 54" CIPP LINE STORM SEWER 13 13 13 13 ACCESS ROUTE 12" CIPP LINE STORM SEWER © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS OEOEOE>>>l>>>>>>>1347 EIDE CIR4301 COLLEEN CT 4338 A R D E N VIEW C T 4340 A R D E N VIEW C T 4351 ARDEN VIEW CT 4357 ARDENVIEW CT4320 A R DE N VIEW CT 4325 A R D E N VIEW C T 4327 A R D E N VIEW C T4364 ARDENVIEW CT4345 A R DE N VIEW CT 4355 ARDEN VIEW CT 4324 A R D E N VI EW CT 432 6 ARD E N VIEW C T 4365 ARDENVIEW CT4367 ARDENVIEW CT4352 ARDEN VIEW CT 4354 ARDEN VIEW CT 4339 A R D EN VIEW C T4330 ARDENVIEW CT4331 ARDENVIEW CT4360 ARDENVIEW CT4361 ARDENVIEW CT4362 ARDENVIEW CT4363 ARDENVIEW CT4366 ARDENVIEW CT4329 ARDENVIEW CT4358 ARDENVIEW CT4441 ARDENVIEW CT4432 A R DE N VIEW C T 4341 ARDEN VIEW CT 4356 ARDENVIEW CTRDEN CT 4451 AR D E N VIEW C T 4449 A R D E N VIEW C T 4452 A R D E N VIEW C T 4455 A R D E N VIEW C T 4353 ARDEN VIEW CT 4454 ARDEN VIEW C T4446 ARDENVIEW CT4440 ARDENVIEW CT4433 A R D E N VIEW C T 1565MCCLUNG DR4328 ARDENVIEW CT4359 ARDENVIEW CT4350 ARDEN VIEW CT4323 ARDE N VIEW C T 4322 A R D E N VIEW C T 4321 A R D E N VIEW C T 4450 ARDEN VIEW CT 4448 A R DE N VIEW CT 431 AR D E N VIEW C T 4453 A R D E N VIEW CT4447 ARDENVIEW CT1575MCCLUNG DR1570MCCLUNG DR4332 A R D E N VIEW C T 4333 A R D E N VIEW C T 4334 A R D E N VIEW CT 4335 A R D E N VIEW C T 0 MCCLUNG DR1556MCCLUNG DR4347 ARDEN VIEW CT 4348 ARDEN VIEW CT 4349 ARDEN VIEW CT4343 AR D E N VIEW C T4342 ARDEN VIEW CT 4344 A R D E N VIEW C T 4445 ARDENVIEW CT4438 ARDENVIEW CT4435 A R D E N VIEW C T4434 ARDE N VIEW CT 4444 ARDENVIEW CT4439 ARDENVIEW CT1555MCCLUNG DR4442 ARDENVIEW CT4443 ARDENVIEW CT1545MCCLUNG DR1524COLLEENAVE1538MCCLU N G D R 1546MCCLUNG DR1365 1355 EIDE CIR 1515COLLEENAVE1511COLLEENAVE4316COLLEEN CT1575BRIARKNOLLDR1479COLLEENAVE1520COLLEENAVE1469COLLEENAVE1489COLLEENAVE4300 COLLEEN CT 1537BRIARKNOLLCIR1565BRIARKNOLLDR1509 COLLEEN AVE4305COLLEEN CT4309COLLEEN CT4315COLLEEN CT1528 MCCLU N G D R1519MCCLUNG DR1496BRIARKNOLLDR4308COLLEEN CT1359COLLEENAVE1367COLLEENAVE1377COLLEENAVE1385COLLEENAVE1413COLLEENAVE1423COLLEENAVE1431COLLEENAVE1403COLLEENAVE1449COLLEENAVE1441COLLEENAVE1395COLLEENAVE4326SNELLINGAVE N1522COLLEENAVE1349COLLEENAVE4304 COLLEEN CT4317COLLEEN CT4312COLLEEN CT1556BRIARKNOLLDR4276COLLEENCIR1366 INDIANOAKS TRL4235HAMLINEAVE N4223HAMLINEAVE N4275HAMLINEAVE N1410 INDIANOAKS TRL1428 INDIANOAKS TRL1400 INDIANOAKS TRL1418 INDIANOAKS TRL4258NORMA AVE1427 INDIANOAKS TRL1416 INDIANOAKS CT0 INDIANOAKS CT1409 INDIANOAKS TRL1392 INDIANOAKS TRL1382 INDIANOAKS TRL1401 INDIANOAKS TRL1441 INDIANOAKS TRL1440 INDIANOAKS TRL1449 INDIANOAKS TRL4242NORMA AVE1398 INDIANOAKS CT1496 DAWN CIR1486BRIARKNOLL DR 1550 BRIARKN O L L CIR 1546BRIARKNOLLDR1538BRIARKNOLLCIR4287COLLEENCIR1531BRIARKNOLLDR1523BRIARKNOLLDR1511BRIARKNOLLDR1549BRIARKNOLLDR1552BRIARKNOLLDR1537BRIARKNOLLDR1548BRIARKNOLLDR1512 DAWN CIR4293COLLEENCIR1516COLLEENAVE4200NORMA AVE1355 INDIANOAKS TRL1367 INDIANOAKS TRL1375 INDIANOAKS TRL4286JAMES AVE4274JAMES AVE4262JAMES AVE1497 DAWN CIR1436COLLEENAVE1556BRIARKNOLLCIR4294COLLEENCIR1348COLLEENAVE1389 INDIANOAKS CT1415 INDIANOAKS CT1397 INDIANOAKS CT1406COLLEENAVE1446COLLEENAVE1427 INDIANOAKS CT1405 INDIANOAKS CT1414COLLEENAVE1553BRIARKNOLLDR4275NORMA AVE4286NORMA AVE1518BRIARKNOLLDR4283NORMA AVE4265NORMA AVE4268NORMA AVE4276NORMA AVE1528BRIARKNOLLDR1517 DAWN CIR1528 DAWN CIR4292NORMA AVE1522BRIARKNOLLDR1523 DAWN CIR1527 DAWN CIR 1542BRIARKNOLLDR1512BRIARKNOLLDR1511 DAWN CIR4297JAMES AVE1458COLLEENAVE4293NORMA AVE4284COLLEENCIR4255NORMA AVE1426COLLEENAVE 1536BRIARKNOLLDR1438 INDIANOAKS CT1439 INDIANOAKS CT1446 INDIANOAKS CT1424 INDIANOAKS CT1474 DAWN CIR1447 INDIANOAKS CT1485 DAWN CIR 1469 DAWN CIR1475 DAWN CIR1478 DAWN CIR1370COLLEENAVE1417 INDIANOAKS TRL1390 INDIANOAKS CT1554BRIARKNOLLDR1517BRIARKNOLLDR1388COLLEENAVE4274COLLEENCIR1518 DAWN CIR1538 BRIARKNOLL DR1543BRIARKNOLLDR 1522 DAWN CIR1457COLLEENAVE1531BRIARKNOLLCIR4277COLLEENCIR4195NORMA AVE1547BRIARKNOLLCIR1503BRIARKNOLLDR4250NORMA AVE1555BRIARKNOLLCIR1448 INDIANOAKS TRL14231503COLLEENAVE1486 DAWN CIR121212OPEN CUT WYEREPLACEMENTCEMENTITIOUS LININGSANITARY MANHOLE12121212l l l l l l l l>>>>>>>>>CIPP LINE SANITARY SEWERCIPP LINE SANITARY SEWER13© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS F-DF-DF-DF-DF-DG-DG-DG-DG-DG-DF-DF-DG-DG-DE-DE-DE-DE-DE-DE-D1467 ROYAL LN1475 ROYAL LN1483 ROYAL LN1491 ROYAL LN1501 ROYAL LN1465FLORALDR W1445FLORALDR W4139NORMA AVE4149NORMA AVE4140NORMA AVE4150NORMA AVE4155NORMA AVE4163NORMA AVE4183NORMA AVE4173NORMA AVE1498 ROYAL LN1423FLORALDR W>>>>>>>>H:\ARDH\0T1130168\CAD\C3D\MISC_130168_PRELIM_LAYOUT_2.dwg 7/13/2023 12:03:10 PMR2024 PMP STREET & UTILITY IMPROVEMENTSCITY OF ARDEN HILLSUTILITY IMPROVMENTSJULY 2023ARDEN VIEW CTINDIAN OAKS TRROYAL LNNORMA AVEBRIARKNOLL D RBRIARKNOLL CIRHAMLINE AVE NINDIAN OAKS CTFLORAL DR WCOLLEEN AVEDAWN CIRCOLLEEN CIRCOLLEEN CTSNELLING AVE NNORMA AVENORMA AVEMCCLUNG DR48949111341714591141491211141NEW APRON ON PVCSTORM SEWERFEETSCALE0 100200HORZ.HWY 106667777777777777777777177R7224223222218FEETSCALE0 100200HORZ.R33433317INCLUDE EX DRAINTILECONNECTION TO RAIN GARDENREMOVE SKIMMER WALL89REPLACE RETAINING WALL551112JOINT SEALING SANITARY MANHOLELEGENDPROJECT AREAEXISTING STORM SEWEREXISTING WATERMAIN>>lTREE REMOVAL1REPLACE RINGS AND CASTING2REPLACE GATE VALVE AND BOX3REPLACE SANITARY RINGS &CASTING/ADD CHIMNEY SEAL4SUMP & SAFL BAFFLE5MUD STRUCTURE/INVERTREPLACE STRUCTURE7GRADE CHANNEL8ADD RIP RAP9PROPOSED STRUCTURE10ADJUST APRON6PROPOSED WATERMAINlPROPOSED STORM SEWER PIPE>>11REPLACE HYDRANT12SEWER PIPE GROUTINGPROPOSED SANITARY SEWER PIPE>13DOCUMENTED CURB PONDINGACCESS ROUTE351313ACCESS ROUTEREPLACE BITUMINOUS CURBTO MANAGE DRAINAGE12" CIPP LINESTORM SEWERMAINTAIN DRAINAGEOVER TRAILACCESS ROUTE © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOE OE OE OE OE 43 4522 KEITHSON DR 51 4550 KEITHSON DR 80 4540 KEITHSON DR 83 4516 KEITHSON DR 1518 ARDENVIEW DR1484 ARDENVIEW DR193 1528 ARDEN VIEW DR 210 1576 ROYAL HILLS DR 4370 SNELLING AVE N 266 4534 KEITHSON DR 267 4528 KEITHSON DR 282 1500 ARDEN VISTA CT 288 1497 ARDEN VISTA CT 289 1527 ARDEN VISTA CT 290 1566 ROYAL HILLS DR 292 1518 ARDEN VISTA CT 302 1509 ARDEN VISTA CT 303 1556 ROYAL HILLS DR 318 1555 ROYAL HILLS DR 331 1565 ROYAL HILLS DR 1488 ARDENVIEW DR1498 ARDENVIEW DR1508 ARDENVIEW DR341 4510 KEITHSON DR 4482 SNELLINGAVE N 1550HIGHWAY96 W1530HIGHWAY96 W4538 SNELLING AVE N 4530 SNELLING AVE N 1571KEITHSONDR1567KEITHSONDR1561KEITHSONDR1559KEITHSONDR1551KEITHSONDR1533KEITHSONDR4 4 5 9 RO Y A LHIL L S D R 4472 SNELLING AVE N 4462 SNELLING AVE N 1485 ARDENVIEW DR1495 ARDENVIEW DR1501 ARDENVIEW DR1560KEITHSONDR1502KEITHSON DR361 4504 KEITHSON DR 1 5 3 1 M C C L U NG D R 1 5 3 7MCCLUNG DR 373 1513 ARDEN VISTA CT 374 1517 ARDEN VISTA CT 375 1511 ARDEN VISTA CT 376 1528 ROYAL HILLS DR 377 1546 ROYAL HILLS DR1573KEITHSON DR0 ROYA L HILLS D R 380 1520 ARDEN VISTA CT1558KEITHSONDR382 4409 ROYAL HILLS DR 383 1535 ROYAL HILLS DR 391 4539 KEITHSON DR 392 4527 KEITHSON DR 1503 ARDENVIEW DR4458 RO Y A LHI L L S DR 4494 RO Y A L HILLS D R 4514 ROYAL HILLS DR1562KEITHSON DR1544 KEITHSO N DR 1534 KEITHSO N DR 1526KEITHSONDR1514KEITHSONDR1506KEITHSONDR1572KEITHSONDR4519 ROYALHILLS DR 4517 ROYALHILLS DR 406 1532 ROYAL HILLS DR 407 1479 ARDEN VISTA CT 408 1487 ARDEN VISTA CT 409 1507 ARDEN VISTA CT 410 1534 ROYAL HILLS DR 411 1516 ARDEN VISTA CT 4121470 ARDENVISTA CT413 1514 ARDEN VISTA CT 414 1510 ARDEN VISTA CT 1523MCCLUNG DR 433 1494 KEITHSON DR1524HIGHWAY96 W1543KEITHSONDR1539KEITHSONDR0 HIGHWAY96 W4449 ROYA L HILLS DR 0 HIGHWAY96 W441 1490 ARDEN VISTA CT 442 1480 ARDEN VISTA CT1504HIGHWAY96 W452 4503 KEITHSON DR1521KEITHSONDR454 4509 KEITHSON DR 455 4521 KEITHSON DR 1529KEITHSONDR 692 4429 ROYAL HILLS DR 4452SNELLING AVE N 694 1575 ROYAL HILLS DR 4430 SNELLINGAVE N 696 4439 ROYAL HILLS DR 4444SNELLINGAVE N 4420SNELLINGAVE N 699 4419 ROYAL HILLS DR 4410SNELLINGAVE N H:\ARDH\0T1130168\CAD\C3D\MISC_130168_PRELIM_ASSESSMENT_LAYOUT_1.dwg 7/11/2023 4:41:57 PMR 2024 PMP STREET & UTILITY IMPROVEMENTS CITY OF ARDEN HILLS ASSESSABLE PROPERTIES MAP JULY 2023 ARDEN VIEW DRSNELLING AVE NROYAL HILLS DRARDEN VISTA CT KEITHSON DR COUNTY RD 96 W R KEITHSON DRFEETSCALE 075150 HORZ. © 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS OEOEOE4301 COLLEEN CT 4338 A R DE N VIEW C T 434 0 ARDE N VIEW C T 4351 ARDEN VIEW CT 4357 ARDENVIEW CT4320 A R D E N VIEW C T 4325 A R DE N VIEW C T 4327 A R D E N VIEW C T4364 ARDENVIEW CT4345 A R D E N VIEW CT 4355 ARDEN VIEW CT4370 ARDENVIEW CT432 4 ARDEN VIEW C T 4326 A R D E N VIEW C T 4365 ARDENVIEW CT4367 ARDENVIEW CT4352 ARDEN VIEW CT 4354 ARDEN VIEW CT 4339 ARDEN VIEW CT4330 ARDENVIEW CT4331 ARDENVIEW CT4360 ARDENVIEW CT4361 ARDENVIEW CT4362 ARDENVIEW CT4363 ARDENVIEW CT4366 ARDENVIEW CT4329 ARDENVIEW CT4358 ARDENVIEW CT4428 A R D E N VIEW C T 4441 ARDENVIEW CT4432 A R D E N VIEW C T 4341 A R D E N VIEW C T 4356 ARDENVIEW CT4430 A R D E N VIEW C T 4451 A R D E N VIEW C T4449 ARDEN VIEW CT4429 ARD E N VIE W CT 4452 AR D E N VIEW C T 4455 A R D E N VIEW C T 4353 ARDEN VIEW CT 4454 A R D E N VIEW C T4446 ARDENVIEW CT4440 ARDENVIEW CT4433 A R D E N VIEW C T 2111565MCCLUNG DRSNELLINGAVE N4368 ARDENVIEW CT4328 ARDENVIEW CT4359 ARDENVIEW CT4350 ARDEN VIEW CT4369 ARDENVIEW CT4323 A R D E N V IEW CT 4322 A R DE N VIEW CT 4321 A R DE N VIEW C T 4436 ARDENVIEW CT4450 A R D E N VIEW C T 4448 A R D E N VIEW C T 4431 A R DE N VIE W CT 4453 ARDEN VIEW C T4447 ARDENVIEW CT2811575MCCLUNG DR2831570MCCLUNG DR4332 ARDE N VIEW CT 4333 A R D E N VIEW C T 4334 A R D E N VIEW C T 4335 ARDE N VIEW C T 2931556MCCLUNG DR4347 ARDEN VIEW CT 4348 ARDEN VIEW CT 4349 ARDEN VIEW CT 4343 A R D E N VIEW CT 4342 A R D E N VIEW C T 4344 A R D E N VIEW C T 4445 ARDENVIEW CT4438 ARDENVIEW CT4435 A R D E N VIEW C T 4434 A R D E N VIEW C T 4444 ARDENVIEW CT4439 ARDENVIEW CT3331555MCCLUNG DR4437 ARDENVIEW CT4442 ARDENVIEW CT4443 ARDENVIEW CT3631545MCCLUNG DR3641524COLLEEN AVE3651531MCCLUNG DR3661537MCCLUNG DR3671538MCCLUNG DR3681546MCCLUNG DR4151523MCCLUNG DR4161515COLLEEN AVE4171511COLLEEN AVE4316COLLEEN CT4231575BRIARKNOLL DR4241479COLLEEN AVE4251520COLLEEN AVE4261469COLLEEN AVE4271489COLLEEN AVE4300 COLLEEN CT 4291537BRIARKNOLL CIR4301565BRIARKNOLL DR4311509COLLEEN AVE4305COLLEEN CT1490 ARDENVISTA CT4309COLLEEN CT4315COLLEEN CT4451528MCCLUNG DR4461519MCCLUNG DR4471496BRIARKNOLL DR4308COLLEEN CT4611359COLLEEN AVE4621367COLLEEN AVE4631377COLLEEN AVE4641385COLLEEN AVE4651413COLLEEN AVE4661423COLLEEN AVE4671431COLLEEN AVE4681403COLLEEN AVE4691449COLLEEN AVE4701441COLLEEN AVE4711395COLLEEN AVE4326SNELLINGAVE N4731522COLLEEN AVE4741349COLLEEN AVE4304 COLLEEN CT4317COLLEEN CT4312COLLEEN CT5001556BRIARKNOLL DR5014276COLLEEN CIR1366 INDIANOAKS TRL4235HAMLINEAVE N4223HAMLINEAVE N4275HAMLINEAVE N1410 INDIANOAKS TRL1428 INDIANOAKS TRL1400 INDIANOAKS TRL1418 INDIANOAKS TRL5134258NORMA AVE1427 INDIANOAKS TRL1416 INDIANOAKS CT0 INDIANOAKS CT1409 INDIANOAKS TRL1392 INDIANOAKS TRL1382 INDIANOAKS TRL5201401 INDIANOAKS TRL1441 INDIANOAKS TRL1440 INDIANOAKS TRL1449 INDIANOAKS TRL5244242NORMA AVE1398 INDIANOAKS CT1496 DAWN CIR5271486BRIARKNOLL DR5281550BRIARKNOLL CIR5291546BRIARKNOLL DR5301538BRIARKNOLL CIR5314287COLLEEN CIR5321531BRIARKNOLL DR5331523BRIARKNOL DR5341511BRIARKNOLL DR5351549BRIARKNOLL DR5361552BRIARKNOLL DR5371537BRIARKNOLL DR5381548BRIARKNOLL DR1512 DAWN CIR5404293COLLEEN CIR5471516COLLEEN AVE1355 INDIANOAKS TRL1367 INDIANOAKS TRL5661375 INDIANOAKS TRL5674286JAMES AVE5684274JAMES AVE5694262JAMES AVE5771436COLLEEN AVE5781556BRIARKNOLL CIR5794294COLLEEN CIR5891348COLLEEN AVE5901389 INDIANOAKS CT1415 INDIANOAKS CT1397 INDIANOAKS CT5931406COLLEEN AVE5941446COLLEEN AVE1427 INDIANOAKS CT1405 INDIANOAKS CT5971414COLLEEN AVE5981553BRIARKNOLL DR5994275NORMA AVE6004286NORMA AVE6011518BRIARKNOLL DR6024283NORMA AVE6034265NORMA AVE6044268NORMA AVE6054276NORMA AVE6061528BRIARKNOLL DR1517 DAWN CIR1528 DAWN CIR6094292NORMA AVE6101522BRIARKNOLL DR1523 DAWN CIR1527 DAWN CIR 6141542BRIARKNOLL DR6151512BRIARKNOLL DR6174297JAMES AVE6181458COLLEEN AVE6194293NORMA AVE6204284COLLEEN CIR6214255NORMA AVE6221426COLLEEN AVE6231536BRIARKNOLL DR1438 INDIANOAKS CT1439 INDIANOAKS CT1446 INDIANOAKS CT1424 INDIANOAKS CT1474 DAWN CIR1447 INDIANOAKS CT1485 DAWN CIR 1469 DAWN CIR1475 DAWN CIR1478 DAWN CIR6641370COLLEEN AVE1417 INDIANOAKS TRL6661390 INDIANOAKS CT6671554BRIARKNOLL DR6681517BRIARKNOLL DR6691388COLLEEN AVE6704274COLLEEN CIR1518 DAWN CIR1538BRIARKNOLL DR6741543BRIARKNOLL DR1522 DAWN CIR6761457COLLEEN AVE6771531BRIARKNOLL CIR6784277COLLEEN CIR6821547BRIARKNOLL CIR6831503BRIARKNOLL DR6844250NORMA AVE6851555BRIARKNOLL CIR1448 INDIANOAKS TRL6881503COLLEEN AVE1486 DAWN CIR5701497 DAWN CIR6161511 DAWN CIR2910MCCLUNG DR© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS 4139NORMA AVE4149NORMA AVE4140NORMA AVE4150NORMA AVE4155NORMA AVE4163NORMA AVE4183NORMA AVE4173NORMA AVE6241465FLORAL DR W6251445FLORAL DR W4149NORMA AVE4140NORMA AVE4150NORMA AVE4155NORMA AVE4163NORMA AVE4183NORMA AVE4173NORMA AVE6871423FLORAL DR W6811498 ROYAL LN5631501 ROYAL LN5611491 ROYAL LN5601483 ROYAL LN5591475 ROYAL LN5581467 ROYAL LN6871423FLORAL DR WH:\ARDH\0T1130168\CAD\C3D\MISC_130168_PRELIM_ASSESSMENT_LAYOUT_2.dwg 7/11/2023 4:41:12 PMR2024 PMP STREET & UTILITY IMPROVEMENTSCITY OF ARDEN HILLSASSESSABLE PROPERTIES MAPJULY 2023ARDEN VIEW CTINDIAN OAKS TRROYAL LNNORMA AVEDAWN CIRBRIARKNOLL D RBRIARKNOLL CIRHAMLINE AVE NINDIAN OAKS CTFLORAL DR WCOLLEEN AVEDAWN CIRCOLLEEN CIRCOLLEEN CTSNELLING AVE NNORMA AVENORMA AVEMCCLUNG DRFEETSCALE0 100200HORZ.HWY 10RFEETSCALE0 100200HORZ.R  Appendix B: Preliminary Cost Estimate 35(/,0,1$5<(1*,1((5 6(67,0$7(303675((7 87,/,7<,03529(0(176&,7<2)$5'(1+,//60,11(627$%0,352-(&71276&+('8/($%$6(%,'675((7 67250 6$1,7$5< :$7(5 675((7 67250 6$1,7$5< :$7(5  02%,/,=$7,21/803680              &/($5,1*($&+              *58%%,1*($&+              5(029(&$67,1*($&+              5(029(*$7(9$/9( %2; ($&+              5(029(9$/9(%2;  ($&+              5(029(+<'5$17 ($&+              5(029('5$,1$*(6758&785( ($&+              5(029(6,*1($&+              6$/9$*(0$,/%2;6833257  ($&+              6$:,1*&21&5(7(3$9(0(17 )8//'(37+ /,1)7             6$:,1*%,780,12863$9(0(17 )8//'(37+ /,1)7             5(029(:$7(50$,1 /,1)7              5(029(6(:(53,3( 67250 /,1)7              5(029(&85% *877(5 /,1)7              5(029(&85% *877(5 6327  /,1)7             5(029(%,780,1286&85% /,1)7    5(029(5(7$,1,1*:$// /,1)7   5(029(&21&5(7('5,9(:$<3$9(0(17 64<'              5(029(&21&5(7(3$9(0(17 64<'        5(029(%,780,1286'5,9(:$<3$9(0(17 64<'              5(029(%,780,1286:$/. 64)7             5(029(6.,00(5:$// ($&+              *5$'(&+$11(/($&+              (;&$9$7,21&20021 (9 3 &8<'              08&.(;&$9$7,21 321' (9 3 &8<'             08&.(;&$9$7,21 321' (9 3 &8<'             (;&$9$7,2168%*5$'( (9  &8<'              6(/(&7*5$18/$5(0%$1.0(17 &9 3 &8<'        &20021(0%$1.0(17 &9 3 &8<'        67$%,/,=,1*$**5(*$7( &9  &8<'              321''(:$7(5,1* 321' /803680              321''(:$7(5,1* 321' /803680              *(27(;7,/()$%5,&7<3( 3 64<'              68%*5$'(35(3$5$7,21 3  64<'              )8//'(37+5(&/$0$7,21 3 64<'              675((76:((3(5 :,7+3,&.83%5220  +285              (;3/25$725<(;&$9$7,21 +285              0,//%,780,1286685)$&(  3 64<'              0,//$1'3$7&+%,780,12863$9(0(17  64)7             %,780,12860$7(5,$/)257$&.&2$7 *$/             7<3(63:($5,1*&2856(0,;785( % 7+,&.  64<'              7<3(63:($5,1*&2856(0,;785( & 721             02'8/$5%/2&.5(7$,1,1*:$// 64)7    5&3,3($3521  ($&+              75$6+*8$5')253,3($3521  ($&+              3(5)733,3('5$,1 /,1)7    5&3,3(6(:(5&/$669 /,1)7              672506(:(5%<3$66 /803680              &211(&772(;,67,1*672506(:(5 ($&+            727$/(67,0$7('48$17,7<(67,0$7('81,735,&((67,0$7('727$/35,&(5(&/$0$7,21$5($6 0,// 29(5/$<$5($681,7,7(01263(&5() '(6&5,37,21 127(675$,/ 321'(QJLQHHU V(VWLPDWHRI&LW\RI$UGHQ+LOOV01 35(/,0,1$5<(1*,1((5 6(67,0$7(303675((7 87,/,7<,03529(0(176&,7<2)$5'(1+,//60,11(627$%0,352-(&71276&+('8/($%$6(%,'675((7 67250 6$1,7$5< :$7(5 675((7 67250 6$1,7$5< :$7(5727$/(67,0$7('48$17,7<(67,0$7('81,735,&((67,0$7('727$/35,&(5(&/$0$7,21$5($6 0,// 29(5/$<$5($681,7,7(01263(&5() '(6&5,37,21 127(675$,/ 321'  &211(&772(;,67,1*0$1+2/(6 67250 ($&+             39&:<(($&+              -2,176($/,1*6$1,7$5<0$1+2/( ($&+              5(,167$7(/$7(5$/6 ($&+              6(:(53,3(*5287,1* ($&+              /,1,1*6(:(53,3( /,1)7              /,1,1*6(:(53,3( 67250 /,1)7             /,1,1*6(:(53,3( 67250 /,1)7              &(0(17,7,286/,1,1*6$1,7$5<0$1+2/( /,1)7   7(0325$5<:$7(56(59,&( /803680              &211(&772(;,67,1*:$7(50$,1 ($&+              +<'5$17($&+              9$/9(%2;  ($&+              $'-8679$/9(%2; ($&+              &25325$7,216723 ($&+              *$7(9$/9( %2; ($&+              *$7(9$/9( %2; ($&+              &85%6723 %2;  ($&+              7<3(.&233(53,3( /,1)7         :$7(50$,1'8&7,/(,521&/ /,1)7              :$7(50$,1'8&7,/(,521&/ /,1)7         32/<67<5(1(,168/$7,21 64<'        '8&7,/(,521),77,1*6 /%              &$67,1*$66(0%/< 6$1,7$5<   ($&+              &$67,1*$66(0%/< 67250  ($&+              $'-867)5$0( 5,1*&$67,1* 67250  ($&+   &216758&7'5$,1$*(6758&785('(6,*163(&,$/  ; &%  /,1)7   &216758&7'5$,1$*(6758&785('(6,*1 /,1)7             &216758&7'5$,1$*(6758&785('(6,*1  /,1)7             *5287&$7&+%$6,1250$1+2/( ($&+        $'-86767250$3521 ($&+              6$)/%$))/(($&+              5$1'205,35$3&/$66,,,  &8<'              &21&5(7(:$/.  64)7              &21&5(7(:$/.  64)7              %,780,1286:$/. 64)7              '5,// *52875(,1)%$5 (32;<&2$7(' ($&+              &21&5(7(&85% *877(5'(6,*1% /,1)7              &21&5(7(&85% *877(5'(6,*1% 6327 /,1)7              &21&5(7(&85%'(6,*19 /,1)7    &21&5(7('5,9(:$<3$9(0(17  64<'         &21&5(7(9$//(<*877(5 64<'        7581&$7(''20(6 64)7              %,780,1286&85% /,1)7    ,167$//0$,/%2;6833257  ($&+              75$)),&&21752/ /803680              6,*13$1(/67<3(&  64)7              6,*13$1(/67<3(63(&,$/  ($&+              '(&,'828675((&$/% % ($&+             75((3581,1*  +285 (QJLQHHU V(VWLPDWHRI&LW\RI$UGHQ+LOOV01 35(/,0,1$5<(1*,1((5 6(67,0$7(303675((7 87,/,7<,03529(0(176&,7<2)$5'(1+,//60,11(627$%0,352-(&71276&+('8/($%$6(%,'675((7 67250 6$1,7$5< :$7(5 675((7 67250 6$1,7$5< :$7(5727$/(67,0$7('48$17,7<(67,0$7('81,735,&((67,0$7('727$/35,&(5(&/$0$7,21$5($6 0,// 29(5/$<$5($681,7,7(01263(&5() '(6&5,37,21 127(675$,/ 321'  67$%,/,=('&216758&7,21(;,7 /803680              67250'5$,1,1/(73527(&7,21 ($&+              &2002172362,/%2552: /9 &8<'              62'',1*7<3(/$:1 64<'         52//('(526,2135(9(17,21&$7(*25<:6(('0,;785( ;;;  64<'              &5266:$/.08/7,&20321(17 64)7           (67,0$7('&216758&7,2168%727$/     &217,1*(1&<         (67,0$7('&216758&7,21727$/     29(5+($'       (67,0$7('352-(&7727$/    (QJLQHHU V(VWLPDWHRI&LW\RI$UGHQ+LOOV01  Appendix C: Preliminary Assessment Roll 35(/,0,1$5<$66(660(1752// 303675((7 87,/,7<,03529(0(176 &,7<2)$5'(1+,//60,11(627$ %0,352-(&7127 -8/< WĂƌĐĞůη ^ŝŶŐůĞͲ&ĂŵŝůLJ WƌŽƉŽƐĞĚdŽƚĂů ŽŶDĂƉ WĂƌĐĞů/^ŝƚĞĚĚƌĞƐƐ KǁŶĞƌEĂŵĞϭ KǁŶĞƌEĂŵĞϮ KǁŶĞƌĚĚƌĞƐƐ ŝƚLJͬ^ƚĂƚĞͬŝƉŽĚĞ Zh ƐƐĞƐƐŵĞŶƚ ϰϯ ϮϮϯϬϮϯϮϮϬϬϮϭ ϰϱϮϮ</d,^KEZ :D^EZ^KE :KEEZ^KE ϰϱϮϮ</d,^KEZ ZE,/>>^DEϱϱϭϭϮͲϱϳϴϱ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϱϭ ϮϮϯϬϮϯϮϮϬϬϭϳ ϰϱϱϬ</d,^KEZ dZhKE,hK </D>E'd,/dZE ϰϱϱϬ</d,^KEZ ZE,/>>^DEϱϱϭϭϮͲϱϳϴϱ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϴϬ ϮϮϯϬϮϯϮϮϬϬϭϴ ϰϱϰϬ</d,^KEZ WZsE:,ZD>  ϰϱϰϬ</d,^KEZ ZE,/>>^DEϱϱϭϭϮͲϱϳϴϱ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϴϯ ϮϮϯϬϮϯϮϮϬϬϮϮ ϰϱϭϲ</d,^KEZ <hZd&>tZE ^h^E>tZE ϰϱϭϲ</d,^KEZ ZE,/>>^DEϱϱϭϭϮͲϱϳϴϱ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϮϭϬ ϮϮϯϬϮϯϮϯϬϬϱϰ ϭϱϳϲZKz>,/>>^Z :D^K^d>hE :/>>>K^d>hEϭϱϳϲZKz>,/>>^Z ZE,/>>^DEϱϱϭϭϮͲϯϵϬϱ ϭ ϱ͕ϲϲϬ͘ϬϬΨ Ϯϲϲ ϮϮϯϬϮϯϮϮϬϬϭϵ ϰϱϯϰ</d,^KEZ DZ<,>>EZhE' <ZE,>>EZhE' ϰϱϯϰ</d,^KEZ ZE,/>>^DEϱϱϭϭϮͲϱϳϴϱ ϭ ϱ͕ϲϲϬ͘ϬϬΨ Ϯϲϳ ϮϮϯϬϮϯϮϮϬϬϮϬ ϰϱϮϴ</d,^KEZ D/^<z,/>>^d Ddd,t,/>>^dϰϱϮϴ</d,^KEZ ZE,/>>^DEϱϱϭϭϮͲϱϳϴϱ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϮϵϬ ϮϮϯϬϮϯϮϯϬϬϱϯ ϭϱϲϲZKz>,/>>^Z :^^:K,E^KE :KZE:K,E^KE ϭϱϲϲZKz>,/>>^Z ^/EdWh>DEϱϱϭϭϮͲϯϵϬϱ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϯϬϯ ϮϮϯϬϮϯϮϯϬϬϱϮ ϭϱϱϲZKz>,/>>^Z h'E&&Zdz  ϭϱϱϲZKz>,/>>^Z ZE,/>>^DEϱϱϭϭϮͲϯϵϬϱ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϯϭϴ ϮϮϯϬϮϯϮϯϬϬϰϰ ϭϱϱϱZKz>,/>>^Z t/>>/DW>ht/'dZ ,Zz>>ht/'dZ ϭϱϱϱZKz>,/>>^Z ZE,/>>^DEϱϱϭϭϮͲϯϵϬϲ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϯϯϭ ϮϮϯϬϮϯϮϯϬϬϰϱ ϭϱϲϱZKz>,/>>^Z :K,EtZK> 'Zd,EtZK> ϭϱϲϱZKz>,/>>^Z ZE,/>>^DEϱϱϭϭϮͲϯϵϬϲ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϯϰϭ ϮϮϯϬϮϯϮϮϬϬϮϯ ϰϱϭϬ</d,^KEZ :KEd,EWt/<>hE >d:t/<>hE ϰϱϭϬ</d,^KEZ ZE,/>>^DEϱϱϭϭϮͲϱϳϴϱ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϯϲϭ ϮϮϯϬϮϯϮϮϬϬϮϰ ϰϱϬϰ</d,^KEZ D/,>E>^KE ^/ZDE>^KE ϰϱϬϰ</d,^KEZ ZE,/>>^DEϱϱϭϭϮͲϱϳϴϱ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϯϲϰ ϮϮϯϬϮϯϮϯϬϬϭϴ ϭϱϮϰK>>Es :EEz&h>>Z s/&h>>Z ϭϱϮϰK>>Es EtZ/',dKEDEϱϱϭϭϮͲϭϵϯϯ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϯϲϱ ϮϮϯϬϮϯϮϯϬϬϭϭ ϭϱϯϭD>hE'Z E/>,&& >/^^,&& ϭϱϯϭD>hE'Z EtZ/',dKEDEϱϱϭϭϮͲϭϵϬϴ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϯϳϲ ϮϮϯϬϮϯϮϯϬϬϰϴ ϭϱϮϴZKz>,/>>^Z :&&Zz^KZE^E <Z>^KZE^E ϭϱϮϴZKz>,/>>^Z ZE,/>>^DEϱϱϭϭϮͲϯϵϬϱ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϯϳϳ ϮϮϯϬϮϯϮϯϬϬϱϭ ϭϱϰϲZKz>,/>>^Z Z/WZ/E ZK/EDWZ/E ϭϱϰϲZKz>,/>>^Z ZE,/>>^DEϱϱϭϭϮͲϲϯϱϮ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϯϴϮ ϮϮϯϬϮϯϮϯϬϬϰϮ ϰϰϬϵZKz>,/>>^Z </d,W>DZ >/Z:W>DZ ϰϰϬϵZKz>,/>>^Z ZE,/>>^DEϱϱϭϭϮͲϯϵϬϴ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϯϴϯ ϮϮϯϬϮϯϮϯϬϬϰϯ ϭϱϯϱZKz>,/>>^Z ED>Dd^, Z/d>>Dd^,ϭϱϯϱZKz>,/>>^Z ZE,/>>^DEϱϱϭϭϮͲϯϵϬϲ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϯϵϭ ϮϮϯϬϮϯϮϮϬϬϮϱ ϰϱϯϵ</d,^KEZ /sZ^<K' Z/^<K' ϰϱϯϵ</d,^KEZ ^/EdWh>DEϱϱϭϭϮͲϱϳϴϱ Ϯ ϭϭ͕ϯϮϬ͘ϬϬΨ ϯϵϮ ϮϮϯϬϮϯϮϮϬϬϭϮ ϰϱϮϳ</d,^KEZ Z/,Zt&K^dZdZ  ϰϱϮϳ</d,^KEZ ZE,/>>^DEϱϱϭϭϮͲϱϳϴϱ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϰϬϲ ϮϮϯϬϮϯϮϯϬϬϰϵ ϭϱϯϮZKz>,/>>^Z E/>WEKZzdZ />EEKZzdZ ϭϱϯϮZKz>,/>>^Z ZE,/>>^DEϱϱϭϭϮͲϯϵϬϱ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϰϭϬ ϮϮϯϬϮϯϮϯϬϬϱϬ ϭϱϯϰZKz>,/>>^Z ZKDzZ&^/>s^dZ/E/dZ  ϭϱϯϰZKz>,/>>^Z ZE,/>>^DEϱϱϭϭϮͲϯϵϬϱ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϰϭϱ ϮϮϯϬϮϯϮϯϬϬϭϮ ϭϱϮϯD>hE'Z '/>Wd>>EZ  ϭϱϮϯD>hE'Z EtZ/',dKEDEϱϱϭϭϮͲϭϵϬϴ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϰϭϲ ϮϮϯϬϮϯϮϯϬϬϮϮ ϭϱϭϱK>>Es ,Z/^dKW,ZDDEZKd >/^DDEZKd ϭϱϭϱK>>Es EtZ/',dKEDEϱϱϭϭϮͲϭϵϯϮ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϰϭϳ ϮϮϯϬϮϯϮϯϬϬϮϯ ϭϱϭϭK>>Es <d,>EtKKE&>E'E  ϭϱϭϭK>>Es ZE,/>>^DEϱϱϭϭϮͲϭϵϯϮ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϰϮϰ ϮϮϯϬϮϯϯϮϬϬϮϱ ϭϰϳϵK>>Es Kh'>^DK :Yh>/E:&ZEtDK ϭϰϳϵK>>Es ZE,/>>^DEϱϱϭϭϮͲϭϵϯϵ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϰϮϱ ϮϮϯϬϮϯϯϮϬϬϬϭ ϭϱϮϬK>>Es D/E,h Dz,E,h ϭϱϮϬK>>EsZE,/>>^DEϱϱϭϭϮͲϭϵϯϯ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϰϮϲ ϮϮϯϬϮϯϯϮϬϬϮϲ ϭϰϲϵK>>Es >zEE^dK^  ϭϰϲϵK>>Es ZE,/>>^DEϱϱϭϭϮͲϭϵϯϵ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϰϮϳ ϮϮϯϬϮϯϯϮϬϬϮϰ ϭϰϴϵK>>Es :E/&D/>>Z  ϭϰϴϵK>>EsZE,/>>^DEϱϱϭϭϮͲϭϵϯϵ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϰϯϬ ϮϮϯϬϮϯϯϮϬϬϮϵ ϭϱϲϱZ/Z<EK>>Z D,,E ^Z/EhZE ϭϱϲϱZ/Z<EK>>Z ZE,/>>^DEϱϱϭϭϮͲϭϵϳϴ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϰϯϭ ϮϮϯϬϮϯϮϯϬϬϮϬ ϭϱϬϵK>>Es 'Z'KZzZ:K,E^KE :EE:K,E^KE ϭϱϬϵK>>Es ZE,/>>^DEϱϱϭϭϮͲϭϵϵϲ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϰϰϲ ϮϮϯϬϮϯϮϯϬϬϮϭ ϭϱϭϵD>hE'Z Dz^hdK>Zd  ϭϱϭϵD>hE'Z EtZ/',dKEDEϱϱϭϭϮͲϭϵϬϮ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϰϰϳ ϮϮϯϬϮϯϯϮϬϬϭϱ ϭϰϵϲZ/Z<EK>>Z 'Zz&,KddDE WdZ//D,KddDE ϭϰϵϲZ/Z<EK>>Z ZE,/>>^DEϱϱϭϭϮͲϭϵϳϱ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϰϱϮ ϮϮϯϬϮϯϮϮϬϬϮϳ ϰϱϬϯ</d,^KEZ s/>Zd>dd  ϰϱϬϯ</d,^KEs EtZ/',dKEDEϱϱϭϭϮͲϱϳϴϱ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϰϱϰ ϮϮϯϬϮϯϮϮϬϬϯϬ ϰϱϬϵ</d,^KEZ <s/E>D/>>Z D/>zED/>>Z ϰϱϬϵ</d,^KEZ ZE,/>>^DEϱϱϭϭϮͲϱϳϴϱ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϰϱϱ ϮϮϯϬϮϯϮϮϬϬϮϴ ϰϱϮϭ</d,^KEZ :/E',E y/Kz/,h ϰϱϮϭ</d,^KEZ ZE,/>>^DEϱϱϭϭϮͲϱϳϴϱ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϰϲϭ ϮϮϯϬϮϯϯϭϬϬϮϲ ϭϯϱϵK>>Es ^,E'WdZ/, E/^:WdZ/, ϭϯϱϵK>>Es EtZ/',dKEDEϱϱϭϭϮͲϭϵϬϳ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϰϲϮ ϮϮϯϬϮϯϯϭϬϬϮϱ ϭϯϲϳK>>Es :D^,/EZ/,^dZ >/E<,/EZ/,^dZ ϭϯϲϳK>>Es ZE,/>>^DEϱϱϭϭϮͲϭϵϬϳ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϰϲϯ ϮϮϯϬϮϯϯϭϬϬϮϰ ϭϯϳϳK>>Es Z/,ZEZ^E WdZ//<EZ^E ϭϯϳϳK>>Es ZE,/>>^DEϱϱϭϭϮͲϭϵϬϳ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϰϲϰ ϮϮϯϬϮϯϯϭϬϬϮϯ ϭϯϴϱK>>Es K>z'^dZ<Z ^Z>d,Z^,Z ϭϯϴϱK>>Es EtZ/',dKEDEϱϱϭϭϮͲϭϵϬϳ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϰϲϱ ϮϮϯϬϮϯϯϭϬϬϮϬ ϭϰϭϯK>>Es D<&Zd/' >/^&Zd/' ϭϰϭϯK>>Es ZE,/>>^DEϱϱϭϭϮͲϭϵϯϵ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϰϲϲ ϮϮϯϬϮϯϯϭϬϬϭϵ ϭϰϮϯK>>Es sEͲ,E'hzE  ϭϰϮϯK>>Es ZE,/>>^DEϱϱϭϭϮͲϭϵϯϵ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϰϲϳ ϮϮϯϬϮϯϯϭϬϬϭϴ ϭϰϯϭK>>Es :D^EtdKE Z'/EEtdKE ϭϰϯϭK>>Es ZE,/>>^DEϱϱϭϭϮͲϭϵϯϵ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϰϲϴ ϮϮϯϬϮϯϯϭϬϬϮϭ ϭϰϬϯK>>Es >/Z&KZKKEzE/ ^hdd&KZKKEzE/ ϭϰϬϯK>>Es ZE,/>>^DEϱϱϭϭϮͲϭϵϯϵ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϰϲϵ ϮϮϯϬϮϯϯϭϬϬϭϲ ϭϰϰϵK>>Es :hEKZE>> ZZz>KZE>> ϭϰϰϵK>>Es ZE,/>>^DEϱϱϭϭϮͲϭϵϯϵ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϰϳϬ ϮϮϯϬϮϯϯϭϬϬϭϳ ϭϰϰϭK>>Es Ddd,t/<&KZ ^>>z/<&KZ ϭϰϰϭK>>Es ZE,/>>^DEϱϱϭϭϮͲϭϵϯϵ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϰϳϭ ϮϮϯϬϮϯϯϭϬϬϮϮ ϭϯϵϱK>>Es DE:'K<^h &/<Z/'K<^h ϭϯϵϱK>>Es ^/EdWh>DEϱϱϭϭϮͲϭϵϬϳ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϰϳϯ ϮϮϯϬϮϯϮϯϬϬϭϵ ϭϱϮϮK>>Es :K^W,Z^, :E>>Z^, ϭϱϮϮK>>Es ZE,/>>^DEϱϱϭϭϮͲϭϵϯϯ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϰϳϰ ϮϮϯϬϮϯϯϭϬϬϮϳ ϭϯϰϵK>>Es D/,>tK,DE WdZ//>K,DE ϭϯϰϵK>>Es ZE,/>>^DEϱϱϭϭϮͲϭϵϬϳ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϱϭϯ ϮϮϯϬϮϯϯϮϬϬϭϵ ϰϮϱϴEKZDs 'KZ'<Zh^ :h/d,<Zh^ ϰϮϱϴEKZDs ^dWh>DEϱϱϭϭϮͲϭϵϴϳ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϱϮϰ ϮϮϯϬϮϯϯϮϬϬϭϳ ϰϮϰϮEKZDs ZEd>KtE^Zz ^,>z>KtE^Zz ϰϮϰϮEKZDs ZE,/>>^DEϱϱϭϭϮͲϭϵϴϳ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϱϮϳ ϮϮϯϬϮϯϯϮϬϬϭϲ ϭϰϴϲZ/Z<EK>>Z ^DDK^>zzh<  ϭϰϴϲZ/Z<EK>>Z ZE,/>>^DEϱϱϭϭϮͲϭϵϳϱ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϱϰϳ ϮϮϯϬϮϯϯϮϬϬϬϮ ϭϱϭϲK>>Es dZKz^WZ< <Z^dE^WZ< ϭϱϭϲK>>Es ZE,/>>^DEϱϱϭϭϮͲϭϵϯϯ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϱϲϳ ϮϮϯϬϮϯϯϭϬϬϮϴ ϰϮϴϲ:D^s ,:E>>  ϮϰϯϳZ/^d ZK^s/>>DEϱϱϭϭϯͲϯϳϬϲ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϱϲϴ ϮϮϯϬϮϯϯϭϬϬϮϵ ϰϮϳϰ:D^s EE/^tK>d <d,>EK>d ϰϮϳϰ:D^s ZE,/>>^DEϱϱϭϭϮͲϭϵϯϲ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϱϲϵ ϮϮϯϬϮϯϯϭϬϬϯϬ ϰϮϲϮ:D^s D//ED/E',E z>/E>h,E ϰϮϲϮ:D^s ZE,/>>^DEϱϱϭϭϮͲϭϵϯϲ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϱϳϳ ϮϮϯϬϮϯϯϭϬϬϬϲ ϭϰϯϲK>>Es ZKZ/<E,> ,>E>,E^KE ϭϰϯϲK>>Es ZE,/>>^DEϱϱϭϭϮͲϭϵϰϬ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϱϴϵ ϮϮϯϬϮϯϯϭϬϬϭϰ ϭϯϰϴK>>Es :K,EK''^ ^,K''^ ϭϯϰϴK>>Es ZE,/>>^DEϱϱϭϭϮͲϭϵϯϰ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϱϵϯ ϮϮϯϬϮϯϯϭϬϬϬϵ ϭϰϬϲK>>Es d/DKd,ztEKZd,ZKW ZK>/E&EKZd,ZKW ϭϰϬϲK>>Es ZE,/>>^DEϱϱϭϭϮͲϭϵϰϬ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϱϵϰ ϮϮϯϬϮϯϯϭϬϬϬϱ ϭϰϰϲK>>Es :<z,t z^/E,h ϭϰϰϲK>>Es ZE,/>>^DEϱϱϭϭϮͲϭϵϰϬ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϱϵϳ ϮϮϯϬϮϯϯϭϬϬϬϴ ϭϰϭϰK>>Es ^EZD>/E' ,d>/E' ϭϰϭϰK>>Es ZE,/>>^DEϱϱϭϭϮͲϭϵϰϬ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϱϵϵ ϮϮϯϬϮϯϯϮϬϬϭϮ ϰϮϳϱEKZDs :EE/&ZZ^hd,Z>E Z/E>^hd,Z>E ϰϮϳϱEKZDs ZE,/>>^DEϱϱϭϭϮͲϭϵϴϲ ϭ ϱ͕ϲϲϬ͘ϬϬΨ RI 35(/,0,1$5<$66(660(1752// 303675((7 87,/,7<,03529(0(176 &,7<2)$5'(1+,//60,11(627$ %0,352-(&7127 -8/< WĂƌĐĞůη ^ŝŶŐůĞͲ&ĂŵŝůLJ WƌŽƉŽƐĞĚdŽƚĂů ŽŶDĂƉ WĂƌĐĞů/^ŝƚĞĚĚƌĞƐƐ KǁŶĞƌEĂŵĞϭ KǁŶĞƌEĂŵĞϮ KǁŶĞƌĚĚƌĞƐƐ ŝƚLJͬ^ƚĂƚĞͬŝƉŽĚĞ Zh ƐƐĞƐƐŵĞŶƚ ϲϬϬ ϮϮϯϬϮϯϯϮϬϬϮϮ ϰϮϴϲEKZDs />E<^Kdd ^dsE>^Kdd ϰϮϴϲEKZDs ZE,/>>^DEϱϱϭϭϮͲϭϵϴϳ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϲϬϮ ϮϮϯϬϮϯϯϮϬϬϭϯ ϰϮϴϯEKZDs DZ<>KEK s/'/KE^ ϰϮϴϯEKZDs EtZ/',dKEDEϱϱϭϭϮͲϭϵϴϲ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϲϬϯ ϮϮϯϬϮϯϯϮϬϬϭϭ ϰϮϲϱEKZDs ZEKE:ZZ D/>zZZ ϰϮϲϱEKZDs ZE,/>>^DEϱϱϭϭϮͲϭϵϴϲ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϲϬϰ ϮϮϯϬϮϯϯϮϬϬϮϬ ϰϮϲϴEKZDs d,KKZ>h^ D/>z>h^ ϰϮϲϴEKZDs ZE,/>>^DEϱϱϭϭϮͲϭϵϴϳ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϲϬϱ ϮϮϯϬϮϯϯϮϬϬϮϭ ϰϮϳϲEKZDs EE,>> s/,ZZ/E'dKE ϰϮϳϲEKZDs ZE,/>>^DEϱϱϭϭϮͲϭϵϴϳ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϲϬϵ ϮϮϯϬϮϯϯϮϬϬϮϯ ϰϮϵϮEKZDs <>>z'>hKE Ed,KEz>hKE ϰϮϵϮEKZDs ZE,/>>^DEϱϱϭϭϮͲϭϵϴϳ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϲϭϳ ϮϮϯϬϮϯϯϭϬϬϭϬ ϰϮϵϳ:D^s >/^&E^<  ϰϮϵϳ:D^s ZE,/>>^DEϱϱϭϭϮͲϭϵϲϬ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϲϭϴ ϮϮϯϬϮϯϯϭϬϬϬϰ ϭϰϱϴK>>Es Ddd,t^d/>>KWZKD s>Z/DEWZKD^d/>>K ϭϰϱϴK>>Es ZE,/>>^DEϱϱϭϭϮͲϭϵϰϬ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϲϭϵ ϮϮϯϬϮϯϯϮϬϬϭϰ ϰϮϵϯEKZDs DZzW,K>Zh  ϰϮϵϯEKZDs EtZ/',dKEDEϱϱϭϭϮͲϭϵϴϲ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϲϮϭ ϮϮϯϬϮϯϯϮϬϬϭϬ ϰϮϱϱEKZDs 'Z'KZz^D^E >EKZDDZs/>>^ ϰϮϱϱEKZDs ZE,/>>^DEϱϱϭϭϮͲϭϵϴϲ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϲϮϮ ϮϮϯϬϮϯϯϭϬϬϬϳ ϭϰϮϲK>>Es s/W^dtZd /E>^dtZd ϭϰϮϲK>>Es ZE,/>>^DEϱϱϭϭϮͲϭϵϰϬ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϲϲϰ ϮϮϯϬϮϯϯϭϬϬϲϰ ϭϯϳϬK>>Es tZZK/E^KE ddzZK/E^KE ϭϯϳϬK>>Es ZE,/>>^DEϱϱϭϭϮͲϭϵϯϰ Ϯ ϭϭ͕ϯϮϬ͘ϬϬΨ ϲϲϵ ϮϮϯϬϮϯϯϭϬϬϭϭ ϭϯϴϴK>>Es ,Z/^dKW,Z:K,EK,>E :EE/&Z>hW/K,>E ϭϯϴϴK>>Es ZE,/>>^DEϱϱϭϭϮͲϭϵϯϰ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϲϳϲ ϮϮϯϬϮϯϯϭϬϬϭϱ ϭϰϱϳK>>Es :K>>Et><Z E'/^KE ϭϰϱϳK>>Es ZE,/>>^DEϱϱϭϭϮͲϭϵϯϵ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϲϴϯ ϮϮϯϬϮϯϯϮϬϬϰϱ ϭϱϬϯZ/Z<EK>>Z &ZE<W^,hE:Z :KEED^,hE ϭϱϬϯZ/Z<EK>>Z ZE,/>>^DEϱϱϭϭϮͲϭϵϳϴ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϲϴϰ ϮϮϯϬϮϯϯϮϬϬϭϴ ϰϮϱϬEKZDs s/>/E  ϰϮϱϬEKZDs ZE,/>>^DEϱϱϭϭϮͲϭϵϴϳ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϲϴϴ ϮϮϯϬϮϯϯϮϬϬϮϳ ϭϱϬϯK>>Es Ed,KEzdD'/EE/dz >/^KE>>D'/EE/dz ϭϱϬϯK>>Es ZE,/>>^DEϱϱϭϭϮͲϭϵϵϲ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϲϵϮ ϮϮϯϬϮϯϮϯϬϬϰϬ ϰϰϮϵZKz>,/>>^Z :D^Zt^d>hE Wh>t^d>hE ϰϰϮϵZKz>,/>>^Z EtZ/',dKEDEϱϱϭϭϮͲϯϵϬϴ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϲϵϰ ϮϮϯϬϮϯϮϯϬϬϰϲ ϭϱϳϱZKz>,/>>^Z ,Z/^dKW,Z:t/E<>^ ^,EEKEDt/E<>^ ϭϱϳϱZKz>,/>>^Z ZE,/>>^DEϱϱϭϭϮͲϯϵϬϲ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϲϵϲ ϮϮϯϬϮϯϮϯϬϬϯϵ ϰϰϯϵZKz>,/>>^Z :D^Z D/KZ/Z ϰϰϯϵZKz>,/>>^Z ZE,/>>^DEϱϱϭϭϮͲϯϵϬϴ ϭ ϱ͕ϲϲϬ͘ϬϬΨ ϲϵϵ ϮϮϯϬϮϯϮϯϬϬϰϭ ϰϰϭϵZKz>,/>>^Z ,t,E' &Ed^z/,E' ϰϰϭϵZKz>,/>>^Z ZE,/>>^DEϱϱϭϭϮͲϯϵϬϴ ϭ ϱ͕ϲϲϬ͘ϬϬΨ dKd>Z>Dd/KEZ^ ϰϴϲ͕ϳϲϬ͘ϬϬΨ Ϯϭϭ ϮϮϯϬϮϯϮϯϬϬϬϳ ϭϱϲϱD>hE'Z ^d,ZDD>hE'  ϭϳϭϱϱ&ZKEd,ZηϳϬϰ WED/dz&>ϯϮϰϭϯͲϮϯϳϲ ϭ ϯ͕ϲϬϱ͘ϬϬΨ Ϯϴϭ ϮϮϯϬϮϯϮϯϬϬϬϲ ϭϱϳϱD>hE'Z ,ZK>DWdZ^E  ϭϱϳϱD>hE'Z ZE,/>>^DEϱϱϭϭϮͲϭϵϬϴ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϮϴϮ ϮϮϯϬϮϯϮϯϬϬϯϱ ϭϱϬϬZEs/^dd tE>>&Z'h^KEdZ DZz&Z'h^KEdZ ϭϱϬϬZEs/^dd ZE,/>>^DEϱϱϭϭϮͲϯϵϬϯ ϭ ϯ͕ϲϬϱ͘ϬϬΨ Ϯϴϯ ϮϮϯϬϮϯϮϯϬϬϴϬ ϭϱϳϬD>hE'Z ^d,ZDD>hE'  ϭϳϭϱϱ&ZKEd,ZϳϬϰ WED/dz,&>ϯϮϰϭϯͲϮϯϳϬ ϭ ϯ͕ϲϬϱ͘ϬϬΨ Ϯϴϴ ϮϮϯϬϮϯϮϯϬϬϮϴ ϭϰϵϳZEs/^dd :K,EDKt KZ,DKt ϭϰϵϳZEs/^dd ZE,/>>^DEϱϱϭϭϮͲϯϵϬϮ ϭ ϯ͕ϲϬϱ͘ϬϬΨ Ϯϴϵ ϮϮϯϬϮϯϮϯϬϬϲϮ ϭϱϮϳZEs/^dd Z/E&DKz E'>>WE ϭϱϮϳZEs/^dd ZE,/>>^DEϱϱϭϭϮͲϯϵϬϰ ϭ ϯ͕ϲϬϱ͘ϬϬΨ Ϯϵϭ ϮϮϯϬϮϯϮϯϬϬϴϭ ϬD>hE'Z :K,ED>hE'  ϭϳϭϱϱ&ZKEd,ZhE/dϳϬϰ WED/dz,&>ϯϮϰϭϯͲϮϯϳϲ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϮϵϮ ϮϮϯϬϮϯϮϯϬϬϯϭ ϭϱϭϴZEs/^dd '/>ZdsE^ :K/sE^ ϭϱϭϴZEs/^dd ZE,/>>^DEϱϱϭϭϮͲϯϵϬϯ ϭ ϯ͕ϲϬϱ͘ϬϬΨ Ϯϵϯ ϮϮϯϬϮϯϮϯϬϬϭϯ ϭϱϱϲD>hE'Z DZ<>W/'Ed>>K ^h^EDW/'Ed>>K ϭϱϱϲD>hE'Z ZE,/>>^DEϱϱϭϭϮͲϭϵϱϬ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϯϬϮ ϮϮϯϬϮϯϮϯϬϬϲϲ ϭϱϬϵZEs/^dd Ed,E:ZK>>K&& ,d,Z:ZK>>K&& ϭϱϬϵZEs/^dd ZE,/>>^DEϱϱϭϭϮͲϯϵϬϰ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϯϯϯ ϮϮϯϬϮϯϮϯϬϬϬϴ ϭϱϱϱD>hE'Z ZzE:EEZ Z,>>:EEZ ϭϱϱϱD>hE'Z ZE,/>>^DEϱϱϭϭϮͲϭϵϬϴ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϯϲϯ ϮϮϯϬϮϯϮϯϬϬϬϵ ϭϱϰϱD>hE'Z ZKZd>:E^E ^Z>:E^E ϭϱϰϱD>hE'Z ZE,/>>^DEϱϱϭϭϮͲϭϵϬϴ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϯϲϲ ϮϮϯϬϮϯϮϯϬϬϭϬ ϭϱϯϳD>hE'Z ZK>:K>&KZEZ/^  ϭϱϯϳD>hE'Z ZE,/>>^DEϱϱϭϭϮͲϭϵϬϴ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϯϲϳ ϮϮϯϬϮϯϮϯϬϬϭϱ ϭϱϯϴD>hE'Z D'EDZ/Zd tD'Eh^KE ϭϱϯϴD>hE'Z ZE,/>>^DEϱϱϭϭϮͲϭϵϱϬ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϯϲϴ ϮϮϯϬϮϯϮϯϬϬϭϰ ϭϱϰϲD>hE'Z Z/,Z'Wh>^E DZ>E>Wh>^E ϭϱϰϲD>hE'Z ZE,/>>^DEϱϱϭϭϮͲϭϵϱϬ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϯϳϯ ϮϮϯϬϮϯϮϯϬϬϲϰ ϭϱϭϯZEs/^dd ZEE:>z d,E<Ehd^KE ϭϱϭϯZEs/^dd ZE,/>>^DEϱϱϭϭϮͲϯϵϬϰ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϯϳϰ ϮϮϯϬϮϯϮϯϬϬϲϯ ϭϱϭϳZEs/^dd Wh>:tZ zEd,/^tZ ϭϱϭϳZEs/^dd ZE,/>>^DEϱϱϭϭϮͲϯϵϬϰ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϯϳϱ ϮϮϯϬϮϯϮϯϬϬϲϱ ϭϱϭϭZEs/^dd ZKZd/WK>^</ ^hEEZWK>^</ ϭϱϭϭZEs/^dd ZE,/>>^DEϱϱϭϭϮͲϯϵϬϰ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϯϴϬ ϮϮϯϬϮϯϮϯϬϬϰϳ ϭϱϮϬZEs/^dd ZKE'^,E'ZhEdZ /,h^KE'dZ ϭϱϮϬZEs/^dd ZE,/>>^DEϱϱϭϭϮͲϯϵϬϯ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϰϬϳ ϮϮϯϬϮϯϮϯϬϬϯϬ ϭϰϳϵZEs/^dd ZKZdW^,&Z d,<^,&Z ϭϰϳϵZEs/^dd ZE,/>>^DEϱϱϭϭϮͲϯϵϬϮ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϰϬϴ ϮϮϯϬϮϯϮϯϬϬϮϵ ϭϰϴϳZEs/^dd </d,^:E^E :EE/&Z>:E^E ϭϰϴϳZEs/^dd ZE,/>>^DEϱϱϭϭϮͲϯϵϬϮ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϰϬϵ ϮϮϯϬϮϯϮϯϬϬϮϳ ϭϱϬϳZEs/^dd :/E'zE,E' ^,Khth'hK ϭϱϬϳZEs/^dd ^/EdWh>DEϱϱϭϭϮͲϯϵϬϰ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϰϭϭ ϮϮϯϬϮϯϮϯϬϬϯϮ ϭϱϭϲZEs/^dd d,KD^Zh>< <d,z:Zh>< ϭϱϭϲZEs/^dd ZE,/>>^DEϱϱϭϭϮͲϯϵϬϯ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϰϭϮ ϮϮϯϬϮϯϮϯϬϬϯϴ ϭϰϳϬZEs/^dd Wh>:'D YhE/<'D ϭϰϳϬZEs/^dd ZE,/>>^DEϱϱϭϭϮͲϯϵϬϭ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϰϭϯ ϮϮϯϬϮϯϮϯϬϬϯϯ ϭϱϭϰZEs/^dd Z/,ZsDKZW,t WdZ//DKZW,t ϭϱϭϰZEs/^dd ZE,/>>^DEϱϱϭϭϮͲϯϵϬϯ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϰϭϰ ϮϮϯϬϮϯϮϯϬϬϯϰ ϭϱϭϬZEs/^dd >ZZzZ/< D'E<Z/< ϭϱϭϬZEs/^dd ZE,/>>^DEϱϱϭϭϮͲϯϵϬϯ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϰϮϯ ϮϮϯϬϮϯϯϮϬϬϮϴ ϭϱϳϱZ/Z<EK>>Z Zdt>>/E' ^,EEKEt>>/E' ϭϱϳϱZ/Z<EK>>Z ZE,/>>^DEϱϱϭϭϮͲϭϱϳϱ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϰϮϵ ϮϮϯϬϮϯϯϮϬϬϯϮ ϭϱϯϳZ/Z<EK>>/Z s/Z,ZE<ZKK< Z/ddEz,,ZE<ZKK< ϭϱϯϳZ/Z<EK>>/Z ZE,/>>^DEϱϱϭϭϮͲϭϵϴϭ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϰϰϭ ϮϮϯϬϮϯϮϯϬϬϯϲ ϭϰϵϬZEs/^dd ZZ^Zdd  ϭϰϵϬZEs/^dd ZE,/>>^DEϱϱϭϭϮͲϯϵϬϭ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϰϰϮ ϮϮϯϬϮϯϮϯϬϬϯϳ ϭϰϴϬZEs/^dd >z>Z^>D>dZ >/E^>D>dZ ϭϰϴϬZEs/^dd EtZ/',dKEDEϱϱϭϭϮͲϯϵϬϭ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϰϰϱ ϮϮϯϬϮϯϮϯϬϬϭϲ ϭϱϮϴD>hE'Z >h^ZEd :^^/ZEd ϭϱϮϴD>hE'Z ZE,/>>^DEϱϱϭϭϮͲϭϵϱϬ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϱϬϬ ϮϮϯϬϮϯϯϮϬϬϰϲ ϭϱϱϲZ/Z<EK>>Z ZKZd,KW,h' :h/d,KW,h'ϭϱϱϲZ/Z<EK>>Z ZE,/>>^DEϱϱϭϭϮͲϭϵϳϳ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϱϬϭ ϮϮϯϬϮϯϯϮϬϬϬϳ ϰϮϳϲK>>E/Z :KEd,EsEhZE DZ'ZdsEhZE ϰϮϳϲK>>E/Z ZE,/>>^DEϱϱϭϭϮͲϭϵϯϱ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϱϮϴ ϮϮϯϬϮϯϯϮϬϬϯϱ ϭϱϱϬZ/Z<EK>>/Z WdZ/<d,/< KEE/>,/< ϭϱϱϬZ/Z<EK>>/Z ZE,/>>^DEϱϱϭϭϮͲϭϵϴϭ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϱϮϵ ϮϮϯϬϮϯϯϮϬϬϱϬ ϭϱϰϲZ/Z<EK>>Z Z/EZ^,Eh D/,>^,Eh ϭϱϰϲZ/Z<EK>>Z ZE,/>>^DEϱϱϭϭϮ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϱϯϬ ϮϮϯϬϮϯϯϮϬϬϯϰ ϭϱϯϴZ/Z<EK>>/Z E/<>^:KZs Z>/EE:KZs ϭϱϯϴZ/Z<EK>>/Z ZE,/>>^DEϱϱϭϭϮͲϭϵϴϭ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϱϯϭ ϮϮϯϬϮϯϯϮϬϬϬϰ ϰϮϴϳK>>E/Z D/,>Z'KZ' :h>/D'KZ' ϰϮϴϳK>>E/Z EtZ/',dKEDEϱϱϭϭϮͲϭϵϯϱ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϱϯϮ ϮϮϯϬϮϯϯϮϬϬϰϭ ϭϱϯϭZ/Z<EK>>Z t/>>/D:ZD^ DzZD^ ϭϱϯϭZ/Z<EK>>Z ZE,/>>^DEϱϱϭϭϮͲϭϵϳϴ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϱϯϯ ϮϮϯϬϮϯϯϮϬϬϰϮ ϭϱϮϯZ/Z<EK>>Z ZKZdKZz :EE/>'ZKKD ϭϱϮϯZ/Z<EK>>Z EtZ/',dKEDEϱϱϭϭϮͲϭϵϳϴ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϱϯϰ ϮϮϯϬϮϯϯϮϬϬϰϰ ϭϱϭϭZ/Z<EK>>Z KE>:^hhd, EE^hhd,ϭϱϭϭZ/Z<EK>>Z ZE,/>>^DEϱϱϭϭϮͲϭϵϳϴ ϭ ϯ͕ϲϬϱ͘ϬϬΨ RI 35(/,0,1$5<$66(660(1752// 303675((7 87,/,7<,03529(0(176 &,7<2)$5'(1+,//60,11(627$ %0,352-(&7127 -8/< WĂƌĐĞůη ^ŝŶŐůĞͲ&ĂŵŝůLJ WƌŽƉŽƐĞĚdŽƚĂů ŽŶDĂƉ WĂƌĐĞů/^ŝƚĞĚĚƌĞƐƐ KǁŶĞƌEĂŵĞϭ KǁŶĞƌEĂŵĞϮ KǁŶĞƌĚĚƌĞƐƐ ŝƚLJͬ^ƚĂƚĞͬŝƉŽĚĞ Zh ƐƐĞƐƐŵĞŶƚ ϱϯϱ ϮϮϯϬϮϯϯϮϬϬϯϴ ϭϱϰϵZ/Z<EK>>Z :ZD/,^<Z EZZ<Z ϭϱϰϵZ/Z<EK>>Z ZE,/>>^DEϱϱϭϭϮͲϭϵϳϴ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϱϯϲ ϮϮϯϬϮϯϯϮϬϬϰϴ ϭϱϱϮZ/Z<EK>>Z <dz>  ϭϱϱϮZ/Z<EK>>Z ZE,/>>^DEϱϱϭϭϮͲϭϵϳϳ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϱϯϳ ϮϮϯϬϮϯϯϮϬϬϰϬ ϭϱϯϳZ/Z<EK>>Z DZ<:>E^</ Ed>/:>E^</ ϭϱϯϳZ/Z<EK>>Z ZE,/>>^DEϱϱϭϭϮͲϭϵϳϴ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϱϯϴ ϮϮϯϬϮϯϯϮϬϬϰϵ ϭϱϰϴZ/Z<EK>>Z ^dsEDWKh,Z :K>EDWKh,Z ϭϱϰϴZ/Z<EK>>Z ZE,/>>^DEϱϱϭϭϮͲϭϵϳϳ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϱϰϬ ϮϮϯϬϮϯϯϮϬϬϬϯ ϰϮϵϯK>>E/Z :K,E&ZKd, '/EEz>ZKd, ϰϮϵϯK>>E/Z ZE,/>>^DEϱϱϭϭϮͲϭϵϯϱ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϱϱϴ ϮϮϯϬϮϯϯϯϬϬϬϵ ϭϰϲϳZKz>>E D:Yh^ E/K>DYh^ ϭϰϲϳZKz>>E ^/EdWh>DEϱϱϭϭϮͲϭϵϴϯ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϱϱϵ ϮϮϯϬϮϯϯϯϬϬϬϴ ϭϰϳϱZKz>>E :K,EWsEs><EhZ' dDZ:'ZdE ϭϰϳϱZKz>>E ZE,/>>^DEϱϱϭϭϮͲϭϵϴϯ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϱϲϬ ϮϮϯϬϮϯϯϯϬϬϬϳ ϭϰϴϯZKz>>E Ddd,tWEZz ^dzEZz ϭϰϴϯZKz>>E EtZ/',dKEDEϱϱϭϭϮͲϭϵϴϯ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϱϲϭ ϮϮϯϬϮϯϯϯϬϬϬϲ ϭϰϵϭZKz>>E ZzE&K^^ D/,>>&K^^ ϭϰϵϭZKz>>E ZE,/>>^DEϱϱϭϭϮͲϭϵϴϯ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϱϲϯ ϮϮϯϬϮϯϯϯϬϬϬϱ ϭϱϬϭZKz>>E Z/Ed^hE^KE WD>^hE^KE ϭϱϬϭZKz>>E EtZ/',dKEDEϱϱϭϭϮͲϯϵϭϬ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϱϳϴ ϮϮϯϬϮϯϯϮϬϬϯϲ ϭϱϱϲZ/Z<EK>>/Z ZKZdD^hEZ' >KZ/^hEZ' ϭϱϱϲZ/Z<EK>>/Z ZE,/>>^DEϱϱϭϭϮͲϭϵϴϭ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϱϳϵ ϮϮϯϬϮϯϯϮϬϬϬϵ ϰϮϵϰK>>E/Z Ks^hEZ' <Z/E^hEZ' ϰϮϵϰK>>E/Z ZE,/>>^DEϱϱϭϭϮͲϭϵϯϱ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϱϵϴ ϮϮϯϬϮϯϯϮϬϬϯϳ ϭϱϱϯZ/Z<EK>>Z ,Z/^dKW,ZDsK^< >/^<sK^< ϭϱϱϯZ/Z<EK>>Z ZE,/>>^DEϱϱϭϭϮͲϭϵϳϴ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϲϬϭ ϮϮϯϬϮϯϯϮϬϬϱϱ ϭϱϭϴZ/Z<EK>>Z E/,K>^Wt><Z >EEDZ/t><Z ϭϱϭϴZ/Z<EK>>Z EtZ/',dKEDEϱϱϭϭϮͲϭϵϳϳ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϲϬϲ ϮϮϯϬϮϯϯϮϬϬϱϯ ϭϱϮϴZ/Z<EK>>Z d/d,K  ϭϱϮϴZ/Z<EK>>Z ZE,/>>^DEϱϱϭϭϮͲϭϵϳϳ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϲϭϬ ϮϮϯϬϮϯϯϮϬϬϱϰ ϭϱϮϮZ/Z<EK>>Z :K^,h:K>>/E^ D>/^^:K>>/E^ ϭϱϮϮZ/Z<EK>>Z ZE,/>>^DEϱϱϭϭϮͲϭϵϳϳ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϲϭϰ ϮϮϯϬϮϯϯϮϬϬϱϭ ϭϱϰϮZ/Z<EK>>Z Z>z:ZKz ^Z:ZKz ϭϱϰϮZ/Z<EK>>Z ZE,/>>^DEϱϱϭϭϮͲϭϵϳϳ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϲϭϱ ϮϮϯϬϮϯϯϮϬϬϱϲ ϭϱϭϮZ/Z<EK>>Z WdZ/<^dZKD Z/'ddD/>>Z ϭϱϮZ/Z<EK>>Z ZE,/>>^DEϱϱϭϭϮͲϭϵϳϳ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϲϮϬ ϮϮϯϬϮϯϯϮϬϬϬϴ ϰϮϴϰK>>E/Z s/</^^,>/WZ ZE>>^^,>/WZ ϰϮϴϰK>>E/Z ZE,/>>^DEϱϱϭϭϮͲϭϵϯϱ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϲϮϯ ϮϮϯϬϮϯϯϮϬϬϱϮ ϭϱϯϲZ/Z<EK>>Z >/ED>KD dZZzD>KD ϭϱϯϲZ/Z<EK>>Z ZE,/>>^DEϱϱϭϭϮͲϭϵϳϳ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϲϲϳ ϮϮϯϬϮϯϯϮϬϬϰϳ ϭϱϱϰZ/Z<EK>>Z ^dW,E/'/^ WdZ/<'/^ ϭϱϱϰZ/Z<EK>>Z ZE,/>>^DEϱϱϭϭϮͲϭϵϳϳ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϲϲϴ ϮϮϯϬϮϯϯϮϬϬϰϯ ϭϱϭϳZ/Z<EK>>Z ^,/,ZEZD^tDz h>Z/<td^,/ZEZ ϭϱϭϳZ/Z<EK>>Z ZE,/>>^DEϱϱϭϭϮͲϭϵϳϴ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϲϳϬ ϮϮϯϬϮϯϯϮϬϬϬϲ ϰϮϳϰK>>E/Z DK>>z,zDZ  ϰϮϳϰK>>E/Z EtZ/',dKEDEϱϱϭϭϮͲϭϵϯϱ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϲϳϰ ϮϮϯϬϮϯϯϮϬϬϯϵ ϭϱϰϯZ/Z<EK>>Z >E>Kd, D/,>>Kd, ϭϱϰϯZ/Z<EK>>Z ZE,/>>^DEϱϱϭϭϮͲϭϵϳϴ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϲϳϳ ϮϮϯϬϮϯϯϮϬϬϯϯ ϭϱϯϭZ/Z<EK>>/Z Z/<^>h< d,Z/Ed,>h< ϭϱϯϭZ/Z<EK>>/Z ZE,/>>^DEϱϱϭϭϮͲϭϵϴϭ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϲϳϴ ϮϮϯϬϮϯϯϮϬϬϬϱ ϰϮϳϳK>>E/Z ^dsEt&/Z<h^ :h>/&/Z<h^ ϰϮϳϳK>>E/Z ZE,/>>^DEϱϱϭϭϮͲϭϵϯϱ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϲϴϭ ϮϮϯϬϮϯϯϯϬϬϭϵ ϭϰϵϴZKz>>E ,//D,Z DhZ/>K>^KE//D,Z ϭϰϵϴZKz>>E ^dWh>DEϱϱϭϭϮͲϭϵϴϮ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϲϴϮ ϮϮϯϬϮϯϯϮϬϬϯϭ ϭϱϰϳZ/Z<EK>>/Z Ed,KEzhZ E:hZ ϭϱϰϳZ/Z<EK>>/Z ZE,/>>^DEϱϱϭϭϮͲϭϵϴϭ ϭ ϯ͕ϲϬϱ͘ϬϬΨ ϲϴϱ ϮϮϯϬϮϯϯϮϬϬϯϬ ϭϱϱϱZ/Z<EK>>/Z s/tK>d DE&K>d ϭϱϱϱZ/Z<EK>>/Z EtZ/',dKEDEϱϱϭϭϮͲϭϵϴϭ ϭ ϯ͕ϲϬϱ͘ϬϬΨ dKd>D/>>ΘKsZ>zZ^ Ϯϰϴ͕ϳϰϱ͘ϬϬΨ dKd>WZK:d^^^^DEd^ ϳϯϱ͕ϱϬϱ͘ϬϬΨ RI  Appendix D: Public Feedback 2024 PMP STREET & UTILITY IMPROVEMENTS PROJECT RESIDENT SURVEY 1 Dear Resident/Property Owner: The City of Arden Hills has initiated the preliminary design phase of the 2024 PMP Street & Utility Improvements Project. The project includes pavement rehabilitation in accordance with the city’s Pavement Management Plan, as well as select utility improvements and pond dredging. A project location map is included with this letter, which illustrates the proposed project areas. This resident survey will help us gather information from homeowners that can be incorporated into the final design of this project. Please complete this survey and return it no later than Friday, May 26, 2023 to share concerns and provide input for the proposed construction areas. Mail/drop-off location: Arden Hills City Hall, 1245 W Highway 96 Email to Lucas Miller: lmiller@cityofardenhills.org Name: Address: Email: Phone: Property owners are welcome to call or email Lucas Miller if you would like to discuss project specifics and/or your unique property concerns at 651-792-7846 or lmiller@cityofardenhills.org. Also, the City does not always know the addresses of rental properties within the proposed construction areas. If you own a property with rental units, please share this information with your tenants. Private Facilities 1. Do you have a private underground facility within the right-of-way, approximately 15-feet from the street? (Circle all that apply) Irrigation System Invisible Dog Fence Electric Wiring None Unsure Other: ___________________ 2. Do you have any above-ground landscaping or other objects such as boulders, statues, or light poles within the right-of-way, approximately 15-feet from the street? If yes, please explain. 3. Does your home have a sump pump? Yes No Unsure If your answer above is no, you may skip questions 4 & 5. 2024 PMP STREET & UTILITY IMPROVEMENTS PROJECT RESIDENT SURVEY 2 4. How frequently does your sump pump normally operate? (Circle all that apply) Regularly After Rainfall Seasonally Winter Not at all Other: ______________ 5. Where does your sump pump current discharge? (Circle all that apply) Front Yard Back Yard Side Yard Basement Other: ______________ 6. Do you have any exterior drain tiles or buried roof drains on your property? Yes No Unsure Utilities 7. Have you experienced any issues with your sanitary sewer service? If yes, please explain. 8. Have you experienced any issues with your water service? If yes, please explain. Pavement/Drainage 9. How would you classify the condition of the roadway pavement? Severely Deteriorated Somewhat Deteriorated Fair Good New 10. Does your property, or the roadway in front of your property, have drainage issues (ponding after significant rainfall, flooding, erosion along the boulevard, etc.)? If yes, please explain. 2024 PMP STREET & UTILITY IMPROVEMENTS PROJECT RESIDENT SURVEY 3 11. Are there any issues with the sidewalks or trails in the project area? If yes, please explain. General 12. Please offer any additional information or general comments you would like considered as part of the project:  Appendix E: Geotechnical Evaluation Pavement Evaluation Report 2022 Rehabilitation – Phase 1 Various City Streets Arden Hills, Minnesota Prepared for City of Arden Hills Professional Certification: I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. Kevin S. Zalec, PE Senior Engineer License Number: 47909 June 23, 2022 Project B2204011 Braun Intertec Corporation AA/EOE Braun Intertec Corporationp 11001 Hampshire Avenue Sp Minneapolis, MN 55438 Phone: 952.995.2000 Fax: 952.995.2020 Web: braunintertec.com June 23, 2022 Project B2204011 Mr. David Swearingen City of Arden Hills 1425 Paul Kirkwold Drive Arden Hills, MN 55112 Re: Pavement Evaluation 2022 Rehabilitation – Phase 1 Various City Streets Arden Hills, Minnesota Dear Mr. Swearingen: We are pleased to present this Pavement Evaluation Report for the Arden Hills 2022 Rehabilitation – Phase 1 project in Arden Hills, Minnesota. Thank you for making Braun Intertec your geotechnical consultant for this project. If you have questions about this report, or if there are other services that we can provide in support of our work to date, please contact Zach Semlak at 651.788.5071 (zsemlak@braunintertec.com) or Kevin Zalec at 952.995.2223 (kzalec@braunintertec.com). Sincerely, BRAUN INTERTEC CORPORATION Zachary T. Semlak Staff Engineer Kevin S. Zalec, PE Senior Engineer c: M. John Morast, HR Green, Inc. Table of Contents Description Page A. Introduction ...................................................................................................................................... 1 A.1. Project Description .............................................................................................................. 1 A.2. Site Conditions and History ................................................................................................. 1 A.3. Purpose ................................................................................................................................ 2 A.4. Background Information and Reference Documents .......................................................... 2 A.5. Scope of Services ................................................................................................................. 2 B. Results .............................................................................................................................................. 3 B.1. Geologic Overview .............................................................................................................. 3 B.2. Boring Results ...................................................................................................................... 4 B.3. Groundwater ....................................................................................................................... 6 C. Recommendations ........................................................................................................................... 7 C.1. Design and Construction Discussion ................................................................................... 7 C.1.a. Reuse of On-Site Soils ............................................................................................. 7 C.1.b. Pavement Reclamation/Mill and Overlay .............................................................. 7 C.1.c. Construction Disturbance ....................................................................................... 8 C.2. Subgrade Preparation ......................................................................................................... 8 C.2.a. Pavement Reclamation and Subgrade Preparation ............................................... 8 C.2.b. Engineered Fill Materials and Compaction ............................................................ 8 C.2.c. Pavement Subgrade Test Roll ................................................................................. 9 C.3. Pavements ......................................................................................................................... 10 C.3.a. Reclamation Areas ................................................................................................ 10 C.3.b. Mill-and-Overlay ................................................................................................... 10 C.3.c. Pavement Materials and Compaction .................................................................. 11 C.3.d. Performance and Maintenance ........................................................................... 12 D. Procedures ...................................................................................................................................... 12 D.1. Penetration Test Borings ................................................................................................... 12 D.2. Exploration Logs ................................................................................................................ 12 D.2.a. Log of Boring Sheets ............................................................................................. 12 D.2.b. Geologic Origins ................................................................................................... 13 D.3. Material Classification and Testing ................................................................................... 13 D.3.a. Visual and Manual Classification .......................................................................... 13 D.4. Groundwater Measurements ............................................................................................ 13 E. Qualifications .................................................................................................................................. 13 E.1. Variations in Subsurface Conditions .................................................................................. 13 E.1.a. Material Strata ..................................................................................................... 13 E.1.b. Groundwater Levels ............................................................................................. 14 E.2. Continuity of Professional Responsibility .......................................................................... 14 E.2.a. Plan Review .......................................................................................................... 1 4 E.2.b. Construction Observations and Testing ............................................................... 14 E.3. Use of Report ..................................................................................................................... 15 E.4. Standard of Care ................................................................................................................ 15 Table of Contents (continued) Description Page Appendix Soil Boring Location Sketch Log of Boring Sheets ST-1 to ST-7 Descriptive Terminology of Soil Core Photo Log A. Introduction A.1. Project Description This Pavement Evaluation Report addresses the proposed design and construction of the 2022 Street Rehabilitation – Phase 1, located in Arden Hills, Minnesota. The project will consist of roadway rehabilitation via either a mill-and-overlay or full-depth reclamation (FDR) approach. Streets being evaluated for Phase 1 are Keithson Drive, Arden Vista Court, Royal Hills Drive, McClung Drive, Colleen Avenue, Colleen Circle, Briarknoll Circle, Briarknoll Drive, Norma Lane, Royal Lane, and James Avenue. Table 1. Site Aspects and Grading Description Aspect Description Pavement type(s) Bituminous (Provided) Assumed pavement loads Less than 150,000 Bituminous ESALs (Estimated from publicly available traffic information using the MnDOT State Aid ESAL Forecast Calculator) Grade changes Minimal (Assumed; profiles and cross-sections not available at the time of this report) *Equivalent 18,000-lb single axle loads based on 20-year design. We have described our understanding of the proposed construction and site to the extent others reported it to us. Depending on the extent of available information, we may have made assumptions based on our experience with similar projects. If we have not correctly recorded or interpreted the project details, the project team should notify us. New or changed information could require additional evaluation, analyses and/or recommendations. A.2. Site Conditions and History The project area is generally residential and bounded by U.S. Highway 10 to the west, Hamline Avenue to the east, County State Aid Highway (CSAH) 96 to the north, and Floral Drive to the south. Current grades range from elevations of about 977 feet at Boring ST-1 to 908 feet at Boring ST-4. The site contains rolling topography, with a high area located near Highway 96 and Hamline Avenue generally sloping downward south and west with some intermittent high points in between. City of Arden Hills Project B2204011 June 23, 2022 Page 2 A.3. Purpose The purpose of our pavement evaluation was to assess the condition and thickness of the in-place bituminous pavements and provide rehabilitation recommendations. A.4. Background Information and Reference Documents We reviewed the following information: ƒ Request for Proposals prepared by HR Green, Inc., dated January 16, 2022. ƒ Miscellaneous Map Series, Map M-178, Surficial Geology, Metropolitan Area, prepared by the Minnesota Geological Survey, dated 2007. ƒ Traffic data available via the Minnesota Department of Transportation (MnDOT) Traffic Mapping Application, http://www.dot.state.mn.us/traffic/data/tma.html. ƒ Communications with John Morast at HR Green, Inc. regarding the project rehabilitation methods. A.5. Scope of Services We performed our scope of services for the project in accordance with our Revised Proposal QTB152078 to John Morast, PE, with HR Green, Inc., dated February 16, 2022, and authorized on February 24, 2022 by the City of Arden Hills. The following list describes the geotechnical tasks completed in accordance with our authorized scope of services. ƒ Reviewing the background information and reference documents previously cited. ƒ Staking and clearing the exploration location of underground utilities. We selected and staked the exploration locations. We acquired the surface elevations and locations with GPS technology using the State of Minnesota’s permanent GPS base station network. The Soil Boring Location Sketch included in the Appendix shows the approximate locations of the borings and bituminous cores. City of Arden Hills Project B2204011 June 23, 2022 Page 3 ƒ Performing 7 continuous power auger borings to nominal depths of 5 feet below existing grades for the project, however, based on efficiencies in our drilling procedures with concurrent projects, we were able to complete the borings as standard penetration test (SPT) borings, denoted as ST-1 to ST-7. Performing 15 pavement cores with shallow hand auger borings, denoted as C-1 to C-15. ƒ Preparing this report containing a boring location sketch, logs of soil borings, a summary of the soils encountered, results of laboratory tests, pavement core measurements and photo log, and recommendations for utility and pavement subgrade preparation and the design of utilities and pavements. Our scope of services did not include environmental services or testing and our geotechnical personnel performing this evaluation are not trained to provide environmental services or testing. We can provide environmental services or testing at your request. B. Results B.1. Geologic Overview A review of the Minnesota Metropolitan Area Geologic Atlas indicates the project area is generally underlain by intermixed loam to sandy-loam textured unsorted sediment associated with the Twin Cities Member (Map Unit “Qnd”) and glacial till soils that have deposits that form hummocky, irregular topography (Map Unit “Qnh”). City of Arden Hills Project B2204011 June 23, 2022 Page 4 Figure 1. Project Area Surficial Geology Image extracted from the Metropolitan Area Geologic Atlas, dated 2007. We based the geologic origins used in this report on the soil types, in-situ and laboratory testing, and available common knowledge of the geological history of the site. Because of the complex depositional history, geologic origins can be difficult to ascertain. We did not perform a detailed investigation of the geologic history for the site. B.2. Boring Results Table 2 provides a summary of the bituminous section thicknesses measured from borings and cores returned to the laboratory. Note that aggregate base was observed and measured in the field by the drill and coring crews. We did not perform gradation analysis on the apparent aggregate base material encountered as part of the pavement section and cannot conclusively determine if the encountered material satisfies a particular specification. The aggregate base thicknesses should also be considered approximate, as the transitions between the aggregate base and the underlying subgrade are difficult to discern. Project Area City of Arden Hills Project B2204011 June 23, 2022 Page 5 Table 2. Summary of Pavement Section Thicknesses by Boring/Core Location Roadway Location Bituminous Thickness (inches) Apparent Aggregate Base Thickness (inches) Core Condition Keithson Drive ST-1 3 4 --- Arden Vista Court ST-2 8 4 --- McClung Drive ST-3 5 6 --- Briarknoll Drive ST-4 8 10 --- Norma Avenue ST-5 5 10 --- Colleen Avenue ST-6 5 7 --- Royal Lane ST-7 4 7 --- Keithson Drive C-1 4 8 Good condition. Royal Hills Drive C-2 5 3/4 5 Debonded at 3 1/2 inches. C-3 6 6 --- C-4 6 9 1/2 Debonding at chip seal at 2 1/2 inches. Moderate to high stripping. Arden Vista Court C-5 6 1/4 5 Good condition. McClung Drive C-6 6 16 Slight stripping from 3 1/2 to 6 inches. Colleen Avenue C-7 4 3/4 7 1/2 Good condition. C-8 4 5 Core moderately to highly stripped throughout. Chip seal debonded at surface. Pavement core may have disintegrated towards to the bottom during coring (possible partial recovery). Colleen Circle C-9 4 1/2 7 1/2 Good condition. Briarknoll Circle C-10 6 1/4 3 1/2 Good condition. Briarknoll Drive C-11 4 1/4 5 1/2 Slight deterioration 1/2 inch below surface. C-12 3 3/4 5 Good condition. Norma Lane C-13 3 3/4 4 Pavement core may have disintegrated towards to the bottom during coring (possible partial recovery). Royal Lane C-14 5 1/2 6 Good condition. James Avenue C-15 3 1/2 5 Good condition. City of Arden Hills Project B2204011 June 23, 2022 Page 6 Table 3 provides a summary of the soil boring results, in the general order we encountered the strata. Please refer to the Log of Boring sheets in the Appendix for additional details. The Descriptive Terminology sheet in the Appendix includes definitions of abbreviations used in Table 3. Table 3. Subsurface Profile Summary Strata Soil Type - ASTM Classification Range of Penetration Resistances Commentary and Details Pavement section --- --- ƒ See Table 2 above. Fill SP-SM, SC, CL 4 to 12 BPF ƒ Moisture condition was generally moist. ƒ Extended to depths ranging from 4 to 6 feet below existing grades at our boring locations. ƒ Poorly-graded sand with silt (SP-SM) encountered only at Borings ST-1, ST-3 and ST-7 (possible sand subbase). Glacial Till SC, CL 3 to 18 BPF ƒ Moisture condition generally moist. ƒ Color was typically a brown and grayish clayey sand and sandy lean clay. ƒ Variable gravel content. For simplicity in this report, we define fill to mean existing, uncontrolled or undocumented fill. B.3. Groundwater We did not observe groundwater while performing our borings. Groundwater may take days or longer to reach equilibrium in the boreholes and we immediately backfilled the boreholes, in accordance with our scope of work. If the project team identifies a need for more accurate determination of groundwater depth, we can install piezometers. Project planning should anticipate seasonal and annual fluctuations of groundwater. City of Arden Hills Project B2204011 June 23, 2022 Page 7 C. Recommendations C.1. Design and Construction Discussion C.1.a. Reuse of On-Site Soils The soils encountered within the borings are suitable for reuse as engineered fill. Soils with organic contents greater than 5 percent, if encountered, should not be reused as fill. This may result in the importing of soils to re-establish subgrade elevations. C.1.b. Pavement Reclamation/Mill and Overlay Based on our soil borings and our pavement cores obtained for the project, we have provided recommendations for rehabilitation methods based on the observed core conditions for which streets we recommend the mill-and-overlay approach for rehabilitation. A review of the pavement surface conditions and the suitability for mill-and-overlay was not included in our scope of services, and we assume the City has selected these streets for possible mill-and-overlay rehabilitation due to their surface condition. Based on our observations of the recovered samples, recommendations for streets that were in poor condition (i.e., disintegrating, stripping or based on depth of debonding) will be noted later in the report for which streets we recommend the FDR approach for rehabilitation. Roads subjected to reclamation will consist of between 4 to 6 inches of bituminous pavement over a variable aggregate base layer. We recommend performing a 9-inch FDR without pre-milling. Based on the measurements from the borings, this generally will avoid subgrade soils through much of the project area; in areas where subgrade may be penetrated due to a thin aggregate base, it appears the underlying soils are generally clayey with some areas that are granular in nature. Areas of clayey subgrade should not be incorporated into the reclaim. Areas consisting of granular subgrade soils can be incorporated into the reclaim. Variation of existing pavement depth and materials should be anticipated. If reclamation is performed on this project, we recommend frequent sieve analyses, depth checks, asphalt content tests, and other quality control/assurance tests to ensure the proper section with materials meeting the project specifications. The gradation requirements of MnDOT Specification 3138 (Aggregate for Surface and Base Courses) can be used for the aggregate base. We also suggest that the contractor assume some contingency for City of Arden Hills Project B2204011 June 23, 2022 Page 8 importing clean, crushed rock that can be blended with the reclaimed material to improve the uniformity of the resulting gradation prior to any direct reuse as an aggregate base. C.1.c. Construction Disturbance The clayey roadway subgrades will be sensitive to disturbance and strength loss if subjected to repeated vehicle traffic. Subexcavation and recompaction or replacement of subgrade soils may be required if they lose strength or become unstable as a result of construction activity or exposure to moisture. C.2. Subgrade Preparation C.2.a. Pavement Reclamation and Subgrade Preparation For areas to be rehabilitated via FDR, we recommend the following steps for pavement subgrade preparation, understanding the site will generally match existing grades. 1. Pre-mill where recommended, then reclaim the pavement as recommended in Section C.1.b stockpile and/or redistribute excess reclaim material as necessary to construct the new pavement sections. 2. Once the roadway sections are cut to grade, have a geotechnical representative observe the excavated subgrade or top of reclaim material to evaluate if additional subgrade improvements are necessary. 3. Scarify, moisture condition, and surface compact to at least 100 percent of standard Proctor density for fine-grained soils or to the requirements of the MnDOT penetration index method for granular soils. 4. Place pavement engineered fill to grade where required and compact in accordance with Section C.2.b to bottom of pavement section. 5. Test roll the pavement subgrade as described in Section C.2.c. C.2.b. Engineered Fill Materials and Compaction If imported material is to be used, Table 4 contains our recommendations for engineered fill. Note that similar materials compared to existing should be used to the degree possible; importing different soils for backfill may create lenses that could trap water and result in differential frost heave and other performance issues. If longitudinal transitions in soil type are required, we recommend tapering them at City of Arden Hills Project B2204011 June 23, 2022 Page 9 a rate of 20H:1V (horizontal:vertical) or flatter. Transitions in the transverse direction, such as at intersections, should be at least 4H:1V. Table 4. Recommended Fill and Compaction Specifications* Material Material Specification Compaction Specification Subgrade fill Select Grading Material MnDOT 2106.1.A.6 MnDOT 2106.3.G.1 Below landscaped surfaces, where subsidence is not a concern Non-Structural Grading Material MnDOT 2106.1.A.8 MnDOT 2106.3.G.2 *More select soils comprised of MnDOT 3149.2.J.2 Fine Filter Aggregate may be needed to accommodate work occurring in periods of wet or freezing weather. We recommend placing engineered fill in accordance with MnDOT 2106. We recommend compacting engineered fill in accordance with the MnDOT specifications listed in Table 4. The project documents should specify relative compaction of engineered fill, based on the structure located above the engineered fill, and vertical proximity to that structure. The project documents should not allow the contractor to use frozen material as engineered fill or to place engineered fill on frozen material. Frost should not penetrate under foundations during construction. C.2.c. Pavement Subgrade Test Roll After preparing the subgrade as described above and prior to the placement of the aggregate base, we recommend test rolling the subgrade soils with a fully loaded tandem-axle truck in general accordance with MnDOT Specification 2111 (Test Rolling). We also recommend having a geotechnical representative observe the test roll. Areas that fail the test roll likely indicate soft or weak soils that will require additional correction work to support pavements. We recommend performing a second test roll after the aggregate base material is in place, and prior to placing bituminous pavement. City of Arden Hills Project B2204011 June 23, 2022 Page 10 C.3. Pavements C.3.a. Reclamation Areas Based on the observed weathering and deterioration in the pavement cores extracted from Royal Hills Drive, Norma Avenue and Colleen Avenue, we recommend these streets be rehabilitated via FDR. Our scope of services for this project did not include laboratory tests on subgrade soils to determine an R-value for pavement design. Based on our experience with similar soils anticipated at the pavement subgrade elevation, we recommend pavement design assume an R-value of 15. Note the contractor may need to perform limited removal of unsuitable or less suitable soils to achieve this value. Table 5 provides our recommended minimum pavement thickness design. Table 5. Recommended Minimum Bituminous Pavement Section Material Thickness (inches) Designation Specification Bituminous Wear 2 SPWEA230B 2360 Bituminous Non-Wear 2 SPWEA230B Aggregate Base 5 Class 5 or 6 3138 C.3.b. Mill-and-Overlay The residential roads that we recommend have a mill-and-overlay performed on are: Arden Vista Court, McClung Drive, Colleen Circle, Briarknoll Circle, Briarknoll Drive, Royal Lane, and James Avenue. We recommend milling the pavement in accordance with MnDOT Specification 2232. The mill depth will vary based on conditions encountered but should be a minimum depth of 2 inches, with a replacement mix meeting SPWEA230B. Pavement depth can vary between the boring and core locations. The contractor may need to adjust the mill depth to account for unexpected conditions such as areas of thin pavement. The surface condition prior to milling can indicate where deeper repairs to the milled surface may be necessary to improve the life of the overlay. This includes distresses such as severe longitudinal and transverse cracking, alligator/fatigue cracking of any severity, potholes, edge cracking, and similar failures. MnDOT defines these distresses in their surface rating procedure as follows: City of Arden Hills Project B2204011 June 23, 2022 Page 11 ƒ High-severity transverse cracking: Any crack running transverse to the centerline of the roadway with significant adjacent random cracking (12 inches or more apart), have large areas of spalling, missing material and/or potholes. ƒ High-severity longitudinal cracking: Any crack running parallel to the centerline of the roadway with significant adjacent random cracking (12 inches or more apart), large areas of spalling, missing material and/or potholes. ƒ Alligator cracking: A series of interconnected cracks forming many-sided, sharp-angled pieces, 6 inches or less in size, typically located in the wheel paths and under concentrated traffic loads. We recommend an experienced engineer walk the milled surface to delineate areas for these repairs based on conditions exposed by the milling process. We recommend performing the full-depth mill to at least 1 foot beyond the edge of the visible distresses where present. A mill-and-overlay will normally have a service life of between 12 and 17 years. Over that time maintenance will be required, which may include crack seal, surface treatments, and patching. C.3.c. Pavement Materials and Compaction We recommend specifying materials based on those provided in Table 5. Bituminous pavements should generally meet the requirements of Specification 2360, which includes gyratory tests to evaluate strength and air voids and density tests to evaluate compaction. We recommend tack coat meeting MnDOT Specification 2357 be placed between the lifts and along vertical faces where paving will match adjacent pavement. We recommend compacting aggregate base to a minimum of 100 percent of its maximum standard Proctor dry density or to the requirements of the Penetration Index Method as per MnDOT Specification 2211. City of Arden Hills Project B2204011 June 23, 2022 Page 12 C.3.d. Performance and Maintenance We based the above reconstruction section pavement designs on a 20-year performance life. This is the amount of time before we anticipate the pavement will require major rehabilitation. This performance life assumes routine maintenance, such as seal coating and crack sealing. The actual pavement life will vary depending on variations in weather, traffic conditions and maintenance. Many conditions affect the overall performance of pavements. Some of these conditions include the environment, loading conditions and the level of ongoing maintenance. Regarding bituminous pavements, it is common to have thermal cracking develop within the first few years of placement and continue throughout the life of the pavement. We recommend developing a regular maintenance plan for filling cracks in pavements to lessen the potential impacts for cold weather distress due to frost heave or warm weather distress due to wetting and softening of the subgrade. D. Procedures D.1. Penetration Test Borings We drilled the penetration test borings with a GeoProbe-mounted core and auger drill equipped with hollow-stem auger. We performed the borings in general accordance with ASTM D6151 taking penetration test samples at 2 1/2-foot intervals in general accordance with ASTM D1586. The boring logs show the actual sample intervals and corresponding depths. D.2. Exploration Logs D.2.a. Log of Boring Sheets The Appendix includes Log of Boring sheets for our penetration test borings. The logs identify and describe the penetrated geologic materials, and present the results of penetration resistance tests performed. The logs also present the results of groundwater measurements. We inferred strata boundaries from changes in the penetration test samples and the auger cuttings. Because we did not perform continuous sampling, the strata boundary depths are only approximate. The boundary depths likely vary away from the boring locations, and the boundaries themselves may occur as gradual rather than abrupt transitions. City of Arden Hills Project B2204011 June 23, 2022 Page 13 D.2.b. Geologic Origins We assigned geologic origins to the materials shown on the logs and referenced within this report, based on: (1) a review of the background information and reference documents cited above, (2) visual classification of the various geologic material samples retrieved during the course of our subsurface exploration, (3) penetration resistance testing performed for the project, and (4) available common knowledge of the geologic processes and environments that have impacted the site and surrounding area in the past. D.3. Material Classification and Testing D.3.a. Visual and Manual Classification We visually and manually classified the geologic materials encountered based on ASTM D2488. The Appendix includes a chart explaining the classification system we used. D.4. Groundwater Measurements The drillers checked for groundwater while advancing the penetration test borings, and again after auger withdrawal. We then filled the boreholes or allowed them to remain open for an extended period of observation, as noted on the boring logs. E. Qualifications E.1. Variations in Subsurface Conditions E.1.a. Material Strata We developed our evaluation, analyses and recommendations from a limited amount of site and subsurface information. It is not standard engineering practice to retrieve material samples from exploration locations continuously with depth. Therefore, we must infer strata boundaries and thicknesses to some extent. Strata boundaries may also be gradual transitions, and project planning should expect the strata to vary in depth, elevation and thickness, away from the exploration locations. City of Arden Hills Project B2204011 June 23, 2022 Page 14 Variations in subsurface conditions present between exploration locations may not be revealed until performing additional exploration work, or starting construction. If future activity for this project reveals any such variations, you should notify us so that we may reevaluate our recommendations. Such variations could increase construction costs, and we recommend including a contingency to accommodate them. E.1.b. Groundwater Levels We made groundwater measurements under the conditions reported herein and shown on the exploration logs, and interpreted in the text of this report. Note that the observation periods were relatively short, and project planning can expect groundwater levels to fluctuate in response to rainfall, flooding, irrigation, seasonal freezing and thawing, surface drainage modifications and other seasonal and annual factors. E.2. Continuity of Professional Responsibility E.2.a. Plan Review We based this report on a limited amount of information, and we made a number of assumptions to help us develop our recommendations. We should be retained to review the geotechnical aspects of the designs and specifications. This review will allow us to evaluate whether we anticipated the design correctly, if any design changes affect the validity of our recommendations, and if the design and specifications correctly interpret and implement our recommendations. E.2.b. Construction Observations and Testing We recommend retaining us to perform the required observations and testing during construction as part of the ongoing pavement evaluation. This will allow us to correlate the subsurface conditions exposed during construction with those encountered by the borings and provide professional continuity from the design phase to the construction phase. If we do not perform observations and testing during construction, it becomes the responsibility of others to validate the assumption made during the preparation of this report and to accept the construction-related geotechnical engineer-of-record responsibilities. City of Arden Hills Project B2204011 June 23, 2022 Page 15 E.3. Use of Report This report is for the exclusive use of the addressed parties. Without written approval, we assume no responsibility to other parties regarding this report. Our evaluation, analyses and recommendations may not be appropriate for other parties or projects. E.4. Standard of Care In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. Appendix C-1ST-1C-2C-5C-4C-3C-6C-11C-10C-7C-8C-9C-15C-12C-13C-14ST-2KARTHLAKEHIGHWAY 96 W.AMBLE ROADCOLLEEN AVENUEFLORAL DRIVE W.I-694OLD HIGHWAY 10 N.HIGHWA Y 1 0SNELLING AVENUE N.HAMLINE AVENUEARDEN VIEW DRIVEINNOVATION WAYKEITHSON DRIVEWYNCREST COURTROUNDLAKEST-3ST-6ST-5ST-4ST-7F:\2022\B2204011\CAD\B2204011.dwg,Geotech,5/17/2022 10:40:41 AMbraunintertec.com952.995.2000Minneapolis, MN 5543811001 Hampshire Avenue SProject No:B2204011Drawn By:Date Drawn:Checked By:Last Modified: 5/17/22Drawing No:Project InformationDrawing InformationB2204011JAG5/4/22KZ2022 StreetRehabilitation -Phase 1Various StreetsArden Hills, MinnesotaSoil BoringLocation SketchNDENOTES APPROXIMATE LOCATION OFPAVEMENT CORE0SCALE:1"= 500'500'250'DENOTES APPROXIMATE LOCATION OFSTANDARD PENETRATION TEST BORING (OHY 'HSWK IW      :DWHU/HYHO'HVFULSWLRQRI0DWHULDOV 6RLO$670'RU5RFN86$&((0  3$9(0(17LQFKHVRIELWXPLQRXVRYHU LQFKHVRIDSSDUHQWDJJUHJDWHEDVH ),//3225/<*5$'('6$1'ZLWK6,/7 63 60 ILQHWRPHGLXPJUDLQHGZLWK*UDYHO EURZQPRLVW ),//6$1'</($1&/$< &/ ZLWK*UDYHO EURZQPRWWOHGZLWKJUD\PRLVW (1'2)%25,1* %RULQJLPPHGLDWHO\EDFNILOOHG      6DPSOH%ORZV 19DOXH 5HFRYHU\       TᏵ WVI 0& 7HVWVRU5HPDUNV :DWHUQRWREVHUYHGZKLOH GULOOLQJ /2*2)%25,1* 6HH'HVFULSWLYH 7HUPLQRORJ\VKHHWIRUH[SODQDWLRQRIDEEUHYLDWLRQV 3URMHFW1XPEHU% *HRWHFKQLFDO(YDOXDWLRQ $UGHQ+LOOV5HKDE 3KDVH 9DULRXV&LW\6WUHHWV $UGHQ+LOOV0LQQHVRWD %25,1*67 /2&$7,216HHDWWDFKHGVNHWFK 1257+,1*($67,1* '5,//(50%DUEHU /2**('%<.=DOHF 67$57'$7((1''$7( 685)$&( (/(9$7,21IW 5,**30(7+2'+6$685)$&,1*%LWXPLQRXV :($7+(53DUWO\VXQQ\ƒ) % %UDXQ,QWHUWHF&RUSRUDWLRQ 3ULQW'DWH 67 SDJHRI (OHY 'HSWK IW      :DWHU/HYHO'HVFULSWLRQRI0DWHULDOV 6RLO$670'RU5RFN86$&((0  3$9(0(17LQFKHVRIELWXPLQRXVRYHU LQFKHVRIDSSDUHQWDJJUHJDWHEDVH ),//&/$<(<6$1' 6& ILQHJUDLQHGZLWK *UDYHOEURZQPRLVW 6$1'</($1&/$< &/ ZLWK*UDYHOEURZQ PRLVWVRIW */$&,$/ 7,// (1'2)%25,1* %RULQJLPPHGLDWHO\EDFNILOOHG      6DPSOH%ORZV 19DOXH 5HFRYHU\      TᏵ WVI 0& 7HVWVRU5HPDUNV :DWHUQRWREVHUYHGZKLOH GULOOLQJ /2*2)%25,1* 6HH'HVFULSWLYH 7HUPLQRORJ\VKHHWIRUH[SODQDWLRQRIDEEUHYLDWLRQV 3URMHFW1XPEHU% *HRWHFKQLFDO(YDOXDWLRQ $UGHQ+LOOV5HKDE 3KDVH 9DULRXV&LW\6WUHHWV $UGHQ+LOOV0LQQHVRWD %25,1*67 /2&$7,216HHDWWDFKHGVNHWFK 1257+,1*($67,1* '5,//(50%DUEHU /2**('%<.=DOHF 67$57'$7((1''$7( 685)$&( (/(9$7,21IW 5,**30(7+2'+6$685)$&,1*%LWXPLQRXV :($7+(53DUWO\VXQQ\ƒ) % %UDXQ,QWHUWHF&RUSRUDWLRQ 3ULQW'DWH 67 SDJHRI (OHY 'HSWK IW        :DWHU/HYHO'HVFULSWLRQRI0DWHULDOV 6RLO$670'RU5RFN86$&((0  3$9(0(17LQFKHVRIELWXPLQRXVRYHU LQFKHVRIDSSDUHQWDJJUHJDWHEDVH ),//3225/<*5$'('6$1'ZLWK6,/7 63 60 ILQHWRPHGLXPJUDLQHGOLWWOH*UDYHO EURZQPRLVW ),//&/$<(<6$1' 6& ILQHJUDLQHGWUDFH *UDYHOEURZQPRWWOHGZLWKJUD\PRLVW &/$<(<6$1' 6& ILQHJUDLQHGWUDFH *UDYHOEURZQPRLVWVWLII */$&,$/ 7,// (1'2)%25,1* %RULQJLPPHGLDWHO\EDFNILOOHG      6DPSOH%ORZV 19DOXH 5HFRYHU\       TᏵ WVI 0& 7HVWVRU5HPDUNV :DWHUQRWREVHUYHGZKLOH GULOOLQJ /2*2)%25,1* 6HH'HVFULSWLYH 7HUPLQRORJ\VKHHWIRUH[SODQDWLRQRIDEEUHYLDWLRQV 3URMHFW1XPEHU% *HRWHFKQLFDO(YDOXDWLRQ $UGHQ+LOOV5HKDE 3KDVH 9DULRXV&LW\6WUHHWV $UGHQ+LOOV0LQQHVRWD %25,1*67 /2&$7,216HHDWWDFKHGVNHWFK 1257+,1*($67,1* '5,//(50%DUEHU /2**('%<.=DOHF 67$57'$7((1''$7( 685)$&( (/(9$7,21IW 5,**30(7+2'+6$685)$&,1*%LWXPLQRXV :($7+(53DUWO\VXQQ\ƒ) % %UDXQ,QWHUWHF&RUSRUDWLRQ 3ULQW'DWH 67 SDJHRI (OHY 'HSWK IW      :DWHU/HYHO'HVFULSWLRQRI0DWHULDOV 6RLO$670'RU5RFN86$&((0  3$9(0(17LQFKHVRIELWXPLQRXVRYHU LQFKHVRIDSSDUHQWDJJUHJDWHEDVH ),//6$1'</($1&/$< &/ WUDFH*UDYHO JUD\PRLVW ),//&/$<(<6$1' 6& ILQHJUDLQHGZLWK *UDYHOJUD\PRLVW (1'2)%25,1* %RULQJLPPHGLDWHO\EDFNILOOHG      6DPSOH%ORZV 19DOXH 5HFRYHU\       TᏵ WVI 0& 7HVWVRU5HPDUNV :DWHUQRWREVHUYHGZKLOH GULOOLQJ /2*2)%25,1* 6HH'HVFULSWLYH 7HUPLQRORJ\VKHHWIRUH[SODQDWLRQRIDEEUHYLDWLRQV 3URMHFW1XPEHU% *HRWHFKQLFDO(YDOXDWLRQ $UGHQ+LOOV5HKDE 3KDVH 9DULRXV&LW\6WUHHWV $UGHQ+LOOV0LQQHVRWD %25,1*67 /2&$7,216HHDWWDFKHGVNHWFK 1257+,1*($67,1* '5,//(50%DUEHU /2**('%<.=DOHF 67$57'$7((1''$7( 685)$&( (/(9$7,21IW 5,**30(7+2'+6$685)$&,1*%LWXPLQRXV :($7+(53DUWO\VXQQ\ƒ) % %UDXQ,QWHUWHF&RUSRUDWLRQ 3ULQW'DWH 67 SDJHRI (OHY 'HSWK IW      :DWHU/HYHO'HVFULSWLRQRI0DWHULDOV 6RLO$670'RU5RFN86$&((0  3$9(0(17LQFKHVRIELWXPLQRXVRYHU LQFKHVRIDSSDUHQWDJJUHJDWHEDVH ),//6$1'</($1&/$< &/ WUDFH*UDYHO EURZQPRLVW &/$<(<6$1' 6& OLWWOH*UDYHOEURZQ PRLVWYHU\VWLII */$&,$/ 7,// (1'2)%25,1* %RULQJLPPHGLDWHO\EDFNILOOHG      6DPSOH%ORZV 19DOXH 5HFRYHU\       TᏵ WVI 0& 7HVWVRU5HPDUNV :DWHUQRWREVHUYHGZKLOH GULOOLQJ /2*2)%25,1* 6HH'HVFULSWLYH 7HUPLQRORJ\VKHHWIRUH[SODQDWLRQRIDEEUHYLDWLRQV 3URMHFW1XPEHU% *HRWHFKQLFDO(YDOXDWLRQ $UGHQ+LOOV5HKDE 3KDVH 9DULRXV&LW\6WUHHWV $UGHQ+LOOV0LQQHVRWD %25,1*67 /2&$7,216HHDWWDFKHGVNHWFK 1257+,1*($67,1* '5,//(50%DUEHU /2**('%<.=DOHF 67$57'$7((1''$7( 685)$&( (/(9$7,21IW 5,**30(7+2'+6$685)$&,1*%LWXPLQRXV :($7+(53DUWO\VXQQ\ƒ) % %UDXQ,QWHUWHF&RUSRUDWLRQ 3ULQW'DWH 67 SDJHRI (OHY 'HSWK IW      :DWHU/HYHO'HVFULSWLRQRI0DWHULDOV 6RLO$670'RU5RFN86$&((0  3$9(0(17LQFKHVRIELWXPLQRXVRYHU LQFKHVRIDSSDUHQWDJJUHJDWHEDVH ),//&/$<(<6$1' 6& ILQHJUDLQHGZLWK *UDYHOJUD\PRLVW 6$1'</($1&/$< &/ EOXLVKJUD\PRLVW VWLII */$&,$/ 7,// (1'2)%25,1* %RULQJLPPHGLDWHO\EDFNILOOHG      6DPSOH%ORZV 19DOXH 5HFRYHU\       TᏵ WVI 0& 7HVWVRU5HPDUNV /2*2)%25,1* 6HH'HVFULSWLYH 7HUPLQRORJ\VKHHWIRUH[SODQDWLRQRIDEEUHYLDWLRQV 3URMHFW1XPEHU% *HRWHFKQLFDO(YDOXDWLRQ $UGHQ+LOOV5HKDE 3KDVH 9DULRXV&LW\6WUHHWV $UGHQ+LOOV0LQQHVRWD %25,1*67 /2&$7,216HHDWWDFKHGVNHWFK 1257+,1*($67,1* '5,//(50%DUEHU /2**('%<.=DOHF 67$57'$7((1''$7( 685)$&( (/(9$7,21IW 5,**30(7+2'+6$685)$&,1*%LWXPLQRXV :($7+(53DUWO\VXQQ\ƒ) % %UDXQ,QWHUWHF&RUSRUDWLRQ 3ULQW'DWH 67 SDJHRI (OHY 'HSWK IW        :DWHU/HYHO'HVFULSWLRQRI0DWHULDOV 6RLO$670'RU5RFN86$&((0  3$9(0(17LQFKHVRIELWXPLQRXVRYHU LQFKHVRIDSSDUHQWDJJUHJDWHEDVH ),//3225/<*5$'('6$1'ZLWK6,/7 63 60 ILQHWRPHGLXPJUDLQHGZLWK*UDYHO EURZQPRLVW ),//6$1'</($1&/$< &/ EURZQPRLVW &/$<(<6$1' 6& ILQHJUDLQHGJUD\PRLVW */$&,$/ 7,// (1'2)%25,1* %RULQJLPPHGLDWHO\EDFNILOOHG      6DPSOH%ORZV 19DOXH 5HFRYHU\       TᏵ WVI 0& 7HVWVRU5HPDUNV :DWHUQRWREVHUYHGZKLOH GULOOLQJ /2*2)%25,1* 6HH'HVFULSWLYH 7HUPLQRORJ\VKHHWIRUH[SODQDWLRQRIDEEUHYLDWLRQV 3URMHFW1XPEHU% *HRWHFKQLFDO(YDOXDWLRQ $UGHQ+LOOV5HKDE 3KDVH 9DULRXV&LW\6WUHHWV $UGHQ+LOOV0LQQHVRWD %25,1*67 /2&$7,216HHDWWDFKHGVNHWFK 1257+,1*($67,1* '5,//(50%DUEHU /2**('%<.=DOHF 67$57'$7((1''$7( 685)$&( (/(9$7,21IW 5,**30(7+2'+6$685)$&,1*%LWXPLQRXV :($7+(53DUWO\VXQQ\ƒ) % %UDXQ,QWHUWHF&RUSRUDWLRQ 3ULQW'DWH 67 SDJHRI DescriptiveTerminologyofSoil BasedonStandardsASTMD2487/2488 (UnifiedSoilClassificationSystem) Group Symbol GroupNameB Cuш4and1чCcч3D GW WellͲgradedgravelE Cu<4and/or(Cc<1orCc>3)D GP PoorlygradedgravelE FinesclassifyasMLorMH GM SiltygravelEFG FinesClassifyasCLorCH GC ClayeygravelEFG Cuш6and1чCcч3D SW WellͲgradedsandI Cu<6and/or(Cc<1orCc>3)D SP PoorlygradedsandI FinesclassifyasMLorMH SM SiltysandFGI FinesclassifyasCLorCH SC ClayeysandFGI CL LeanclayKLM PI<4orplotsbelow"A"lineJ ML SiltKLM Organic OL CH FatclayKLM MH ElasticsiltKLM Organic OH PT PeatHighlyOrganicSoils SiltsandClays (Liquidlimitlessthan 50) SiltsandClays (Liquidlimit50or more) Primarilyorganicmatter,darkincolor,andorganicodor Inorganic Inorganic PI>7andplotsonorabove"A"lineJ PIplotsonorabove"A"line PIplotsbelow"A"line CriteriaforAssigningGroupSymbolsand GroupNamesUsingLaboratoryTestsA SoilClassification CoarseͲgrainedSoils(morethan50%retainedonNo.200sieve)FineͲgrainedSoils(50%ormorepassestheNo.200sieve)Sands (50%ormorecoarse fractionpassesNo.4 sieve) CleanGravels (Lessthan5%finesC) GravelswithFines (Morethan12%finesC) CleanSands (Lessthan5%finesH) SandswithFines (Morethan12%finesH) Gravels (Morethan50%of coarsefraction retainedonNo.4 sieve) LiquidLimitоovendried LiquidLimitоnotdried<0.75 OrganicclayKLMN OrganicsiltKLMO LiquidLimitоovendried LiquidLimitоnotdried<0.75 OrganicclayKLMP OrganicsiltKLMQ ParticleSizeIdentification Boulders..............over12" Cobbles................3"to12" Gravel Coarse.............3/4"to3"(19.00mmto75.00mm) Fine.................No.4to3/4"(4.75mmto19.00mm) Sand Coarse..............No.10toNo.4(2.00mmto4.75mm) Medium...........No.40toNo.10(0.425mmto2.00mm) Fine..................No.200toNo.40(0.075mmto0.425mm) Silt........................No.200(0.075mm)to.005mm Clay......................<.005mm RelativeProportionsL,M trace.............................0to5% little..............................6to14% with..............................ш15% InclusionThicknesses lens...............................0to1/8" seam.............................1/8"to1" layer..............................over1" ApparentRelativeDensityofCohesionlessSoils Veryloose.....................0to4BPF Loose............................5to10BPF Mediumdense..............11to30BPF Dense............................31to50BPF Verydense....................over50BPF A. Basedonthematerialpassingthe3Ͳinch(75Ͳmm)sieve. B. Iffieldsamplecontainedcobblesorboulders,orboth,add"withcobblesorboulders, orboth"togroupname. C.Gravelswith5to12%finesrequiredualsymbols: GWͲGM wellͲgradedgravelwithsilt GWͲGCwellͲgradedgravelwithclay GPͲGM poorlygradedgravelwithsilt GPͲGCpoorlygradedgravelwithclay D. Cu =D60 /D10 Cc =ܦ30 2 /ሺܦ10 ݔ ܦ60) E. Ifsoilcontainsш15%sand,add"withsand"togroupname. F. IffinesclassifyasCLͲML,usedualsymbolGCͲGMorSCͲSM. G.Iffinesareorganic,add"withorganicfines"togroupname. H.Sandswith5to12% finesrequiredualsymbols: SWͲSM wellͲgradedsandwithsilt SWͲSCwellͲgradedsandwithclay SPͲSM poorlygradedsandwithsilt SPͲSC poorlygradedsandwithclay I. Ifsoilcontainsш15%gravel,add"withgravel"togroupname. J.IfAtterberglimitsplotinhatchedarea,soilisCLͲML,siltyclay. K. Ifsoilcontains15to<30%plusNo.200,add"withsand"or"withgravel",whicheveris predominant. L.Ifsoilcontainsш30%plusNo.200,predominantlysand,add“sandy”togroupname. M.Ifsoilcontainsш30%plusNo.200predominantlygravel,add“gravelly”togroupname. N.PIш4andplotsonorabove“A”line. O.PI<4orplotsbelow“A”line. P.PIplotsonorabove“A”line. Q. PIplotsbelow“A”line. Laboratory Tests DD Drydensity,pcf qp Pocketpenetrometerstrength,tsf WD Wetdensity,pcf qU Unconfinedcompressiontest,tsf P200 %Passing#200sieve LL Liquidlimit MC Moisturecontent,%PL Plasticlimit OC Organiccontent,%PI Plasticityindex ConsistencyofBlowsApproximateUnconfined CohesiveSoilsPerFootCompressiveStrength Verysoft...................0to1BPF...................<0.25tsf Soft...........................2to4BPF...................0.25to0.5tsf Medium....................5to8BPF..................0.5to1tsf Stiff...........................9to15BPF.................1to2tsf VeryStiff...................16to30BPF...............2to4tsf Hard..........................over30BPF................>4tsf DrillingNotes: Blows/NͲvalue:Blowsindicatethedrivingresistancerecorded foreach6Ͳinchinterval.ThereportedNͲvalueistheblowsper footrecordedbysummingthesecondandthirdintervalin accordancewiththeStandardPenetrationTest,ASTMD1586. PartialPenetration:Ifthesamplercouldnotbedriven throughafull6Ͳinchinterval,thenumberofblowsforthat partialpenetrationisshownas#/x"(i.e.50/2").TheNͲvalueis reportedas"REF"indicatingrefusal. Recovery:Indicatestheinchesofsamplerecoveredfromthe sampledinterval.Forastandardpenetrationtest,fullrecovery is18",andis24"forathinwall/shelbytubesample. WOH:Indicatesthesamplerpenetratedsoilunderweightof hammerandrodsalone;drivingnotrequired. WOR:Indicatesthesamplerpenetratedsoilunderweightof rodsalone;hammerweightanddrivingnotrequired. WaterLevel:Indicatesthewaterlevelmeasuredbythe drillerseitherwhiledrilling(),attheendofdrilling(), oratsometimeafterdrilling(). MoistureContent: Dry:Absenceofmoisture,dusty,drytothetouch. Moist:Dampbutnovisiblewater. Wet:Visiblefreewater,usuallysoilisbelowwatertable. 5/2021 Core #: C-1 Project: B2 204011 Pavement thickness: 4 inches Agg base thickness: 8 inches Location: Keithson Drive Date: June 2022 Notes: Core #: C-2 Project: B2204011 Pavement thickness 5 3/4 inches Agg base thickness: 5 inches Location: Royal Hills Drive Date: June 2022 Notes: Debonded at 3 1/2 inches PHOTO NOT AVAILABLE Core #: C-3 Project: B2204011 Pavement thickness: 6 inches Agg base thickness: 6 inches Location: Royal Hills Drive Date: November 2021 Notes: Pavement thickness measured by field staff at time of coring. Core #: C-4 Project: B2204011 Pavement thickness 6 inches Agg base thickness: 9 1/2 inches Location: Royal Hills Drive Date: June 2022 Notes: Debonding at chip seal and at 2 1/2 inches. Core appears to have moderate to high stripping. Core #: C-5 Project: B2204011 Pavement thickness: 6 1/4 inches Agg base thickness: 5 inches Location: Arden Vista Court Date: June 2022 Notes: Core #: C-6 Project: B2204011 Pavement thickness 6 inches Agg base thickness: 16 inches Location: McClung Drive Date: June 2022 Notes: Slight stripping from 3 1/2 to 6 inches. Core #: C-7 Project: B2204011 Pavement thickness: 4 3/4 inches Agg base thickness: 7 1/2 inches Location: Colleen Avenue Date: June 2022 Notes: Core #: C-8 Project: B2204011 Pavement thickness 4 inches Agg base thickness: 5 inches Location: Colleen Avenue Date: June 2022 Notes: Core moderately stripped throughout, chip seal debonded at surface . Actual thickness may be closer to 5”. Core #: C-9 Project: B2204011 Pavement thickness: 4 1/2 inches Agg base thickness: 7 1/2 inches Location: Colleen Circle Date: June 2022 Notes: Core #: C-10 Project: B2204011 Pavement thickness 6 1/4 inches Agg base thickness: 3 1/2 inches Location: Briarknoll Circle Date: June 2022 Notes: Core #: C-11 Project: B2204011 Pavement thickness: 4 1/4 inches Agg base thickness: 5 1/2 inches Location: Briarknoll Drive Date: June 2022 Notes: Slight deterioration ½” down from surface. Core #: C-12 Project: B2204011 Pavement thickness 3 3/4 inches Agg base thickness: 5 inches Location: Briarknoll Drive Date: June 2022 Notes: Core #: C-13 Project: B2204011 Pavement thickness: 3 3/4 inches Agg base thickness: 4 inches Facility: Norma Avenue Date: June 2022 Notes: Pavement disintegrated during coring. Actual thickness may be closer to 4, 4 1/2 inches. Core #: C-14 Project: B2204011 Pavement thickness 5 1/2 inches Agg base thickness: 6 inches Facility: Royal Lane Date: June 2022 Notes: Core #: C-15 Project: B2204011 Pavement thickness: 3 1/2 inches Agg base thickness: 5 inches Facility: James Avenue Date: June 2022 Notes: Core #: Unused Project: B2110246 Pavement thickness Agg base thickness: Facility: Date: Notes: AA/EOE Braun Intertec Corporationp 11001 Hampshire Avenue S Minneapolis, MN 55438 Phone: 952.995.2000 Fax: 952.995.2020 Web: braunintertec.com April 20, 2023 Project B2204011.00 Brad Fisher, PE Bolton & Menk, Inc. 12224 Nicollet Avenue Burnsville, MN 55337 Re: Addendum 1 to Geotechnical Evaluation Additional Geotechnical Services – Arden Hills 2024 PMP James Avenue Arden Hills, Minnesota Dear Mr. Fisher: This letter serves as Addendum 1 to our Geotechnical Evaluation Report for this project under Project Number B2204011, dated June 23, 2022. This Addendum addresses the results of the most recent borings requested for James Avenue and provides recommendations for utility installation. Background Our Geotechnical Evaluation Report for the project provided both full-depth reclamation (FDR) and mill- and-overlay recommendations for the project. For the original project, James Avenue was limited to one pavement core for evaluation. Based on the core thickness and condition, the mill-and-overlay approach was recommended for James Avenue. New Information We understand the proposed rehabilitation method on James Avenue in the project area was changed from a mill-and-overlay approach to a full reconstruction due to the City’s need to replace the watermain. Two soil borings, denoted as ST-8 and ST-9, were requested to provide additional geotechnical information along James Avenue. Boring Results Table 1 provides a summary of the soil boring results; in the general order we encountered the strata. Please refer to the attached Log of Boring sheets for additional details. The attached Descriptive Terminology sheet includes definitions of abbreviations used in Table 1. Bolton & Menk, Inc. Project B2204011.00 April 20, 2023 Page 2 Table 1. Subsurface Profile Summary Strata Soil Type - ASTM Classification Range of N-Values Commentary and Details Pavement section --- --- ƒ Bituminous thickness was 3 1/2 to 4 inches. ƒ Apparent Aggregate Base thickness was about 6 to 7 inches. ƒ Overall thickness was about 10 to 10 1/2 inches. Fill SC 3 to 8 ƒ Moisture condition was generally moist. ƒ Extended to a depth of about 7 feet below existing grades at each boring location. Glacial Till CL 4 to 14 ƒ Moisture condition generally moist. ƒ Generally in a soft to medium consistency to a depth of 10 to 12 feet. ƒ Variable gravel content. For simplicity in this report, we define fill to mean existing, uncontrolled or undocumented fill. Groundwater We did not observe groundwater while performing our borings. Groundwater may take days or longer to reach equilibrium in the boreholes and we immediately backfilled the boreholes, in accordance with our scope of work. If the project team identifies a need for more accurate determination of groundwater depth, we can install piezometers. Project planning should anticipate seasonal and annual fluctuations of groundwater. Basis for Recommendations Reuse of On-Site Soils The soils encountered within the borings are suitable for reuse as engineered fill. Soils with organic contents greater than 5 percent, if encountered, should not be reused as fill. This may result in the importing of soils to re-establish subgrade elevations. Utility Installation and Invert Elevations We anticipate utility inverts will be generally within 10 feet of existing grades. The soils at anticipated invert elevations generally appear suitable for support of utilities and consist mainly of native glacial till soils. However, soft silts or clays may not be suitable for pipe or structure support when excavated. Additional subcutting may be required to support utilities disturbed by groundwater or construction activities. Bolton & Menk, Inc. Project B2204011.00 April 20, 2023 Page 3 Utility Installation Recommendations Utility Subgrade Stabilization We anticipate the soils at typical invert elevations will be suitable for utility support. However, if construction encounters unfavorable conditions such as soft or loose soils or perched water at invert grades, the conditions may require some additional subcutting and replacement with sand or crushed rock to prepare a proper subgrade for pipe support. If crushed rock is used as pipe bedding, we recommend wrapping the aggregate in geotextile fabric to prevent the migration of fine-grained materials into the voids of the aggregate. Excavation Oversizing If subcutting beneath utilities is required, we recommend extending the excavations outward and downward at a slope of 1H:1V (horizontal:vertical) or flatter to a maximum depth of 2 feet. Excavated Slopes Based on the borings, we anticipate the majority of on-site soils in excavations will consist of cohesive till deposits. These soils are typically considered Type B or C Soil under OSHA (Occupational Safety and Health Administration) guidelines. OSHA guidelines indicate unsupported excavations in Type B soils should have a gradient no steeper than 1H:1V, while Type C soils have a gradient no steeper than 1 1/2H:1V. Slopes constructed in this manner may still exhibit surface sloughing. OSHA requires an engineer to evaluate slopes or excavations over 20 feet in depth. An OSHA-approved qualified person should review the soil classification in the field. Excavations must comply with the requirements of OSHA 29 CFR, Part 1926, Subpart P, “Excavations and Trenches.” This document states excavation safety is the responsibility of the contractor. The project specifications should reference these OSHA requirements. Excavation Dewatering We recommend removing accumulated water from the excavations. Project planning should include temporary sumps and pumps for excavations in low-permeability soils, such as clays. Bolton & Menk, Inc. Project B2204011.00 April 20, 2023 Page 4 Corrosion Potential The soil borings indicate the site predominantly consists of clayey soils at anticipated utility invert elevations. We consider the clayey soils to be moderately to highly corrosive to metallic conduits. Where utilities extend through organics or clay soils, we recommend bedding the utilities in sandy soil free of any clay lumps or constructing the utilities with non-corrosive materials. Engineered Fill Materials and Compaction We recommend reuse of the existing site soils for utility trench backfill. Placement should follow the recommendations included in Section C.2 of our original report. Pavements Once the utility trench backfill has been placed and the pavement subgrade prepared as outlined in Section C.2 of the original report, we recommend placing the following pavement section based on the assumed R-value of 15 included in our original report. Table 2. Recommended Bituminous Pavement Section Material Thickness (inches) Designation Specification Bituminous Wear 2 SPWEA230B 2360 Bituminous Non-Wear 2 SPWEA230B Aggregate Base 6 Class 5 or 6 3138 Bolton & Menk, Inc. Project B2204011.00 April 20, 2023 Page 5 Remarks This Addendum should be attached to and considered a part of our original Geotechnical Evaluation Report. With the exception of any results or recommendations changed by this Addendum, the information contained in our Geotechnical Evaluation Report remains unchanged. In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. If you have any questions about this Addendum, please contact Kevin Zalec at 952.995.2223 (kzalec@braunintertec.com). Sincerely, BRAUN INTERTEC CORPORATION Professional Certification: I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Kevin S. Zalec, PE Senior Engineer License Number: 47909 April 20, 2023 Matthew P. Ruble, PE Vice President, Principal Engineer Attachments: Boring Location Sketch Log of Borings ST-8 and ST-9 C-1ST-1C-2C-5C-4C-3C-6C-11C-10C-7C-8C-9C-15C-12C-13C-14ST-2KARTHLAKEHIGHWAY 96 W.AMBLE ROADCOLLEEN AVENUEFLORAL DRIVE W.I-694OLD HIGHWAY 10 N.HIGHWA Y 1 0SNELLING AVENUE N.HAMLINE AVENUEARDEN VIEW DRIVEINNOVATION WAYKEITHSON DRIVEWYNCREST COURTROUNDLAKEST-3ST-6ST-5ST-4ST-7INDIAN OAKS COURTINDIAN OAKS TRAILST-9ST-8F:\2022\B2204011\CAD\B2204011.dwg,Geotech,4/14/2023 4:40:18 AMbraunintertec.com952.995.2000Minneapolis, MN 5543811001 Hampshire Avenue SProject No:B2204011Drawn By:Date Drawn:Checked By:Last Modified: 4/14/23Drawing No:Project InformationDrawing InformationB2204011.00JAG5/4/22KZ2022 StreetRehabilitation -Phase 1Various StreetsArden Hills, MinnesotaSoil BoringLocation SketchNDENOTES APPROXIMATE LOCATION OFPAVEMENT CORE0SCALE:1"= 500'500'250'DENOTES APPROXIMATE LOCATION OFSTANDARD PENETRATION TEST BORING (OHY 'HSWK IW      :DWHU/HYHO'HVFULSWLRQRI0DWHULDOV 6RLO$670'RU5RFN86$&((0  3$9(0(17LQFKHVRIELWXPLQRXVRYHU LQFKHVRIDSSDUHQWDJJUHJDWHEDVH ),//&/$<(<6$1' 6& ILQHJUDLQHGZLWK *UDYHOEURZQPRLVW 6$1'</($1&/$< &/ OLWWOH*UDYHOEURZQ PRLVWVRIWWRVWLIILURQR[LGHVWDLQLQJ */$&,$/ 7,// %URZQPRWWOHGZLWKJUD\DWIHHW (1'2)%25,1* %RULQJLPPHGLDWHO\EDFNILOOHG      6DPSOH%ORZV 19DOXH 5HFRYHU\                TᏵ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Ᏽ WVI 0&    7HVWVRU5HPDUNV 3  :DWHUQRWREVHUYHGZKLOH GULOOLQJ /2*2)%25,1* 6HH'HVFULSWLYH 7HUPLQRORJ\VKHHWIRUH[SODQDWLRQRIDEEUHYLDWLRQV 3URMHFW1XPEHU% *HRWHFKQLFDO(YDOXDWLRQ $UGHQ+LOOV303 9DULRXV&LW\6WUHHWV $UGHQ+LOOV0LQQHVRWD %25,1*67 /2&$7,216HHDWWDFKHGVNHWFK '$7801$'+$51 $GM015DPVH\ 86)HHW 1257+,1*($67,1* '5,//(50%DUEHU /2**('%<.=DOHF 67$57'$7((1''$7( 685)$&( (/(9$7,21IW 5,**30(7+2'+6$685)$&,1*%LWXPLQRXV :($7+(5&OHDU % %UDXQ,QWHUWHF&RUSRUDWLRQ 3ULQW'DWH 67 SDJHRI Sediment Sampling Report Ponds 1, 2, 3 Colleen Avenue Arden Hills, Minnesota Prepared for Bolton & Menk, Inc. City of Arden Hills Project B2204011.00 May 9, 2023 Braun Intertec Corporation AA/EOE Braun Intertec Corporationp 11001 Hampshire Avenue Sp Minneapolis, MN 55438 Phone: 952.995.2000 Fax: 952.995.2020 Web: braunintertec.com May 9, 2023 Project B2204011.00 Mr. Brad Fisher, PE Bolton & Menk, Inc. 12224 Nicollet Avenue Burnsville, MN 55337 Re: Sediment (Dredge) Sampling Report Ponds 1, 2, 3 Colleen Avenue Arden Hills, Minnesota Dear Mr. Fisher: As authorized, Braun Intertec Corporation completed the pond and wetland sediment sampling activities at three stormwater ponds, referred to as Pond 1, Pond 2, and Pond 3, in Arden Hills, Minnesota. The objective of the work was to characterize the in-place sediment (future dredge material) for potential disposal purposes of the sediment across Pond 1 and Pond 2, and in the northern portion of Pond 3. In accordance with your description, the Site was evaluated as a Municipal Separate Storm Sewer System. Sediment Sampling Procedures The above-referenced ponds each had a surface area of less than one acre and therefore, required two sample locations per Minnesota Pollution Control Agency (MPCA) guidance. The samples were comprised of sediment composites from the 0- to 5-foot interval (or a shorter interval that was appropriate based on the sediment thickness) from up to three sampling probe locations per analytical sample. The additional probes were conducted in order to create a more representative sample of the sediments that will be dredged from those areas of the pond. Sample locations and associated composite areas are depicted on Figure 1. During sampling activities, soil sample textures were evaluated by visual methods as the samples were collected and noted in the field notes. Drilling tools were cleaned prior to and between sampling runs by washing the equipment with a brush and potable water containing trisodium phosphate and rinsing the equipment with deionized water. The samples were transferred to clean laboratory-supplied containers, preserved in accordance with Braun Intertec Standard Operating Procedures (SOPs) and transported to the laboratory for analysis. Chain of Custody was initiated at the time of sampling and maintained throughout the process. Bolton & Menk, Inc. Project B2204011.00 May 9, 2023 Page 2 Sample Analytical Parameters Each of the samples was analyzed for the following parameters: ƒ Arsenic by SW-846 Environmental Protection Agency (EPA) 6020. ƒ Copper by SW-846 EPA 6020. ƒ Polycyclic Aromatic Hydrocarbons (PAHs) listed in Appendix A of MPCA document Managing Stormwater Sediment, Best Management Practice Guidance for Municipalities. Results Sediment Profile Sediments observed during the completion of the borings consisted primarily of a very soft, grey to black silty muck throughout each of the borings. The muck was approximately 6 inches deep at the accessible locations and was underlain by soils of varying types, ranging from silty sands to clays. No odors or staining were noted in the sediments collected from the borings. Sediment Chemistry Sediment sampling results were compared to MPCA residential/recreational and commercial/industrial soil reference values (SRVs) using the MPCA-prepared table template wq-strm4-79 (Revised 8/5/2021). Please refer to Table 1 for a detailed summary of the analytical results. Please refer to the Quality Control/Quality Assurance section below for a discussion regarding the use of “J” values in the analytical tables. Based on our review of the analytical results: ƒ Arsenic and copper were detected above the laboratory method reporting limits (MRL) in each of the samples analyzed, but at concentrations below their respective Residential/Recreational SRVs. ƒ Non-carcinogenic PAHs were detected at concentrations above the laboratory MRL, but at concentrations less than Residential/Recreational SRVs, in five of the six samples analyzed. ƒ Carcinogenic PAHs were detected at concentrations above the laboratory MRL, but at concentrations less than Residential/Recreational SRVs, in five of the six samples analyzed. Bolton & Menk, Inc. Project B2204011.00 May 9, 2023 Page 3 Summary While copper, non-carcinogenic PAHs, and carcinogenic PAHs were detected across the Site, none of the samples contained concentrations greater than MPCA SRVs. Quality Assurance/Quality Control Samples were placed in clean, laboratory supplied containers, preserved, labeled, and transported to the Pace laboratory under refrigerated conditions using chain-of-custody procedures. Analyses were performed using EPA or other recognized standard procedures. A quality assessment of field procedures and analytical laboratory reports was performed to evaluate potential effects on data quality used to support project objectives. All applicable Braun Intertec SOPs were followed as prescribed unless otherwise noted in this report. Due to high moisture content and to provide the highest-resolution results, analytical results were reported to the method detection limit, which introduced “J” flagged results, which are considered estimated concentrations, reported at less than the laboratory reporting limit. The results were reported to the method detection limit, and the data was evaluated using the MPCA standard procedures as described in Appendix B of “Managing Stormwater Sediment BMP Guidance for Municipalities.” Recommendations Based on analytical results from our sampling and testing, excavated stormwater sediments from the Colleen Avenue project area fall within the Residential/Recreational SRV management category and may be used with no restrictions. General Our scope of our work was determined by our understanding of the rules and guidance of the MPCA as they apply to needs of Bolton & Menk, Inc., working on behalf of the City of Arden Hills. Therefore, the scope of work is not represented to conform explicitly to current MPCA written guidance. Bolton & Menk, Inc. Project B2204011.00 May 9, 2023 Page 4 We appreciate the opportunity to provide our professional services on this project, and look forward to working with Bolton & Menk, Inc. in the future. Please contact Edward Pencak at 612.500.3752 or epencak@braunintertec.com or Mark Ciampone at 651.487.7015 if you have questions about the report or require additional information. Sincerely, BRAUN INTERTEC CORPORATION Edward S. Pencak Project Scientist Mark A. Ciampone, PG Business Unit Leader, Senior Scientist Attachments: Table 1: Summary of Sediment Testing Results Figure 1: Sample Location Sketch Laboratory Analytical Report Table Summary of Sediment Testing Results Table 1 Sediment Sample Results Arden Hills, MN Project B2204011.00 Project name: Sample date: Sample locations Residential / Recreational SRV Commercial / Industrial SRV Chemical Reporting limit* mg/kg mg/kg mg/kg Metals Arsenic Varies 99 Copper Varies 2,200 33,000 Noncarcinogenic PAHs Acenaphthene Varies 450 6,800 Acenaphthylene Varies na na Anthracene Varies 2,800 42,000 Benzo(g,h,i)perylene Varies na na Fluoranthene Varies 200 2,700 Fluorene Varies 390 5,800 2-Methylnaphthalene Varies 39 580 Naphthalene Varies 81 280 Phenanthrene Varies na na Pyrene Varies 220 3,200 Carcinogenic PAHs/ B[a]P Equivalents Reporting limit* mg/kg Potency Equiv. Factor (PEF) Site Conc. mg/kg BaP Equiv. Conc. mg/kg Site Conc. mg/kg BaP Equiv. Conc. mg/kg Site Conc. mg/kg BaP Equiv. Conc. mg/kg Site Conc. mg/kg BaP Equiv. Conc. mg/kg Site Conc. mg/kg BaP Equiv. Conc. mg/kg Site Conc. mg/kg BaP Equiv. Conc. mg/kg Benz[a]anthracene Varies 0.10 0.077 0.008 0.042 0.004 0.002 0.000 0.002 0.000 0.137 0.014 0.007 0.001 Benzofluoranthenes (total) Varies 0.10 0.239 0.024 0.106 0.011 0.0047 0.000 0.030 0.003 0.282 0.028 0.019 0.002 Benzo[a]pyrene Varies 1.00 0.079 0.079 0.049 0.049 0.001 0.001 0.001 0.001 0.146 0.146 0.001 0.001 Chrysene Varies 0.01 0.134 0.001 0.061 0.001 0.0014 0.000 0.017 0.000 0.169 0.002 0.013 0.000 Dibenz[a,h]acridine Varies 0.10 0.002 0.000 0.002 0.000 0.001 0.000 0.001 0.000 0.002 0.000 0.001 0.000 Dibenz[a,h]anthracene Varies 0.56 0.018 0.010 0.001 0.001 0.001 0.000 0.001 0.000 0.023 0.013 0.001 0.000 7H-Dibenzo[c,g]carbazole Varies 1.00 0.006 0.006 0.007 0.007 0.003 0.003 0.003 0.003 0.006 0.006 0.003 0.003 Dibenzo[a,e]pyrene Varies 1.00 0.039 0.039 0.020 0.020 0.001 0.001 0.001 0.001 0.051 0.051 0.001 0.001 Dibenzo[a,h]pyrene Varies 10.00 0.021 0.212 0.004 0.036 0.002 0.016 0.001 0.014 0.028 0.275 0.001 0.014 Dibenzo[a,i]pyrene Varies 10.00 0.001 0.013 0.002 0.017 0.001 0.008 0.001 0.007 0.016 0.159 0.001 0.007 Dibenzo[a,l]pyrene Varies 10.00 0.002 0.020 0.003 0.026 0.001 0.011 0.001 0.010 0.002 0.020 0.001 0.010 7,12 Dimethylbenz-anthracene Varies 34.00 0.001 0.022 0.001 0.029 0.000 0.012 0.000 0.011 0.001 0.023 0.000 0.011 Indeno[1,2,3,-c,d]pyrene Varies 0.10 0.096 0.010 0.042 0.004 0.001 0.000 0.001 0.000 0.116 0.012 0.001 0.000 3-Methylcholanthrene Varies 3.00 0.003 0.010 0.004 0.012 0.002 0.005 0.002 0.005 0.003 0.009 0.002 0.005 5-Methylchrysene Varies 1.00 0.011 0.011 0.002 0.002 0.001 0.001 0.001 0.001 0.002 0.002 0.001 0.001 Total B[a]P Equivalents 2* 23 * Based on background threshold value (BTV) since residential/recreational SRV calculated to be below an estimate of ambient background Less than residential/recreational SRV (suitable for residential land use) Less than commercial/industrial SRV (suitable for industrial land use) SRV = soil reference value PAHs = polycyclic aromatic hydrocarbons B[a]P = benzo[a]pyrene conc. = concentration * Reporting limit - insert reporting limit in this column from the lab analytical results reports (converting to mg/kg if necessary) B[a]P Equivalent - Each contaminant sample concentration is multiplied by it's Potency Equivalency Factor (PEF) to obtain a B[a]P equivalent concentration. All B[a]P equivalent concentrations are summed to calculate the total B[a]P equivalent concentration. For nondetect data, use the procedures outlined in Appendix B of "Managing Stormwater Sediment BMP Guidance For Municipalities". Nondetect results within samples with four or more cPAH detections are reported as the MDL, while nondetect results within samples with three or fewer cPAH detections are reported as 1/2 the MDL. 0.170 0.102 0.02 0.287 0.0177 Highlight value for "J" flagged data - sample concentration is above method detection limit but below reporting limit 0.464 0.220 0.054 0.759 0.053 [+] Per MPCA Guidance document C-R1-05 (Soil Reference Value Technical Support Document, dated April 2022, analytical results are to be rounded to the nearest whole number when compared to whole number BTVs. Concentrations at the BTV are not considered an exceedence, and are flagged with this symbol to show the risk evaluation process. Exceeds commercial/industrial SRV (must be treated or disposed in a landfill with MPCA approved industrial waste management plan) 0.059 0.0627 0.0387 <0.0023 0.172 <0.0035 <0.0023<0.0026 <0.0026 <0.0034 <0.0026 <0.0027 <0.0025<0.0029 <0.0025 <0.0033 <0.0025 <0.0025 <0.0024<0.0028 <0.0019 <0.0024 <0.0018 <0.0019 <0.0018<0.0020 Summary of stormwater pond sediment testing results Municipal Stormwater Program wq-strm4-79 (Revised 8/5/21) Doc Type: Site Sampling Results Ponds 1-3 4/18/2023 Pond-1 E mg/kg Pond-1 W mg/kg Pond-2 W mg/kg Pond-3 E mg/kg Pond-3 W mg/kg Pond-2 E mg/kg 0.222 0.132 0.0329 0.376 0.0233<0.0037 0.0982 0.0399 <0.0029 0.108 <0.0028<0.0032 0.0077 <0.0019 <0.0015 0.024 <0.0014<0.0017 0.0152 <0.0021 <0.0016 <0.0016 <0.0015<0.0018 <0.0019 <0.0024 <0.0018 <0.0019 <0.0018<0.0020 9.4 20.3 13.5 9.4 12.418.5 3.1 4.6 1.2 1.3 2.71.5 Figure 1 Sample Location Sketch Laboratory Analytical Report #=CL# May 02, 2023 LIMS USE: FR - EDWARD PENCAK LIMS OBJECT ID: 10650001 10650001 Project: Pace Project No.: RE: Edward Pencak Braun Intertec 11001 Hampshire Ave S Bloomington, MN 55438 B2204011.00-Revised Report Dear Edward Pencak: Enclosed are the analytical results for sample(s) received by the laboratory on April 18, 2023. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: • Pace Analytical Services - Minneapolis This report was revised on May 2, 2023 to report the 6020 results for copper and arsenic and update the cPAH analyte list for all Pace samples. If you have any questions concerning this report, please feel free to contact me. Sincerely, Brenna Bloome brenna.bloome@pacelabs.com Project Manager (612)607-1700 Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 1 of 24 #=CP# CERTIFICATIONS Pace Project No.: Project: 10650001 B2204011.00-Revised Report Pace Analytical Services, LLC - Minneapolis MN 1700 Elm Street SE, Minneapolis, MN 55414 A2LA Certification #: 2926.01 Alabama Certification #: 40770 Alaska Contaminated Sites Certification #: 17-009 Alaska DW Certification #: MN00064 Arizona Certification #: AZ0014 Arkansas DW Certification #: MN00064 Arkansas WW Certification #: 88-0680 California Certification #: 2929 Colorado Certification #: MN00064 Connecticut Certification #: PH-0256 EPA Region 8 Tribal Water Systems+Wyoming DW Certification #: via MN 027-053-137 Florida Certification #: E87605 Georgia Certification #: 959 GMP+ Certification #: GMP050884 Hawaii Certification #: MN00064 Idaho Certification #: MN00064 Illinois Certification #: 200011 Indiana Certification #: C-MN-01 Iowa Certification #: 368 Kansas Certification #: E-10167 Kentucky DW Certification #: 90062 Kentucky WW Certification #: 90062 Louisiana DEQ Certification #: AI-03086 Louisiana DW Certification #: MN00064 Maine Certification #: MN00064 Maryland Certification #: 322 Michigan Certification #: 9909 Minnesota Certification #: 027-053-137 Minnesota Dept of Ag Approval: via MN 027-053-137 Minnesota Petrofund Registration #: 1240 Mississippi Certification #: MN00064 Missouri Certification #: 10100 Montana Certification #: CERT0092 Nebraska Certification #: NE-OS-18-06 Nevada Certification #: MN00064 New Hampshire Certification #: 2081 New Jersey Certification #: MN002 New York Certification #: 11647 North Carolina DW Certification #: 27700 North Carolina WW Certification #: 530 North Dakota Certification (A2LA) #: R-036 North Dakota Certification (MN) #: R-036 Ohio DW Certification #: 41244 Ohio VAP Certification (1700) #: CL101 Oklahoma Certification #: 9507 Oregon Primary Certification #: MN300001 Oregon Secondary Certification #: MN200001 Pennsylvania Certification #: 68-00563 Puerto Rico Certification #: MN00064 South Carolina Certification #:74003001 Tennessee Certification #: TN02818 Texas Certification #: T104704192 Utah Certification #: MN00064 Vermont Certification #: VT-027053137 Virginia Certification #: 460163 Washington Certification #: C486 West Virginia DEP Certification #: 382 West Virginia DW Certification #: 9952 C Wisconsin Certification #: 999407970 Wyoming UST Certification #: via A2LA 2926.01 USDA Permit #: P330-19-00208 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 2 of 24 #=SS# SAMPLE SUMMARY Pace Project No.: Project: 10650001 B2204011.00-Revised Report Lab ID Sample ID Matrix Date Collected Date Received 10650001001 Pond 1-E Solid 04/18/23 09:50 04/18/23 16:07 10650001002 Pond 1-W Solid 04/18/23 10:15 04/18/23 16:07 10650001003 Pond 2-W Solid 04/18/23 11:00 04/18/23 16:07 10650001004 Pond 2-E Solid 04/18/23 11:20 04/18/23 16:07 10650001005 Pond 3-E Solid 04/18/23 12:45 04/18/23 16:07 10650001006 Pond 3-W Solid 04/18/23 13:00 04/18/23 16:07 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 3 of 24 #=SA# SAMPLE ANALYTE COUNT Pace Project No.: Project: 10650001 B2204011.00-Revised Report Lab ID Sample ID Method Analytes Reported LaboratoryAnalysts 10650001001 Pond 1-E EPA 6020B 2 PASI-MNN2 ASTM D2974 1 PASI-MJDL EPA 8270E by SIM 27 PASI-MKJ3 10650001002 Pond 1-W EPA 6020B 2 PASI-MNN2 ASTM D2974 1 PASI-MJDL EPA 8270E by SIM 27 PASI-MKJ3 10650001003 Pond 2-W EPA 6020B 2 PASI-MNN2 ASTM D2974 1 PASI-MJDL EPA 8270E by SIM 27 PASI-MKJ3 10650001004 Pond 2-E EPA 6020B 2 PASI-MNN2 ASTM D2974 1 PASI-MJDL EPA 8270E by SIM 27 PASI-MKJ3 10650001005 Pond 3-E EPA 6020B 2 PASI-MNN2 ASTM D2974 1 PASI-MJDL EPA 8270E by SIM 27 PASI-MKJ3 10650001006 Pond 3-W EPA 6020B 2 PASI-MNN2 ASTM D2974 1 PASI-MJDL EPA 8270E by SIM 27 PASI-MKJ3 PASI-M = Pace Analytical Services - Minneapolis REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 4 of 24 #=NA# PROJECT NARRATIVE Pace Project No.: Project: 10650001 B2204011.00-Revised Report Method: Client:Braun Intertec Corporation EPA 6020B Date:May 02, 2023 Description:6020B MET ICPMS General Information: 6 samples were analyzed for EPA 6020B by Pace Analytical Services Minneapolis. All samples were received in acceptable condition with any exceptions noted below or on the chain-of custody and/or the sample condition upon receipt form (SCUR) attached at the end of this report. Hold Time: The samples were analyzed within the method required hold times with any exceptions noted below. Sample Preparation: The samples were prepared in accordance with EPA 3050B with any exceptions noted below. Initial Calibrations (including MS Tune as applicable): All criteria were within method requirements with any exceptions noted below. Continuing Calibration: All criteria were within method requirements with any exceptions noted below. Internal Standards: All internal standards were within QC limits with any exceptions noted below. Method Blank: All analytes were below the report limit in the method blank, where applicable, with any exceptions noted below. Laboratory Control Spike: All laboratory control spike compounds were within QC limits with any exceptions noted below. Matrix Spikes: All percent recoveries and relative percent differences (RPDs) were within acceptance criteria with any exceptions noted below. Additional Comments: REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 5 of 24 #=NA# PROJECT NARRATIVE Pace Project No.: Project: 10650001 B2204011.00-Revised Report Method: Client:Braun Intertec Corporation EPA 8270E by SIM Date:May 02, 2023 Description:8270E MSSV CPAH by SIM General Information: 6 samples were analyzed for EPA 8270E by SIM by Pace Analytical Services Minneapolis. All samples were received in acceptable condition with any exceptions noted below or on the chain-of custody and/or the sample condition upon receipt form (SCUR) attached at the end of this report. L2: Analyte recovery in the laboratory control sample (LCS) was below QC limits. Results for this analyte in associated samples may be biased low. • Pond 1-E (Lab ID: 10650001001) • Pond 1-W (Lab ID: 10650001002) • Pond 2-E (Lab ID: 10650001004) • Pond 2-W (Lab ID: 10650001003) • Pond 3-E (Lab ID: 10650001005) • Pond 3-W (Lab ID: 10650001006) Hold Time: The samples were analyzed within the method required hold times with any exceptions noted below. Sample Preparation: The samples were prepared in accordance with EPA 3546 with any exceptions noted below. Initial Calibrations (including MS Tune as applicable): All criteria were within method requirements with any exceptions noted below. Continuing Calibration: All criteria were within method requirements with any exceptions noted below. Internal Standards: All internal standards were within QC limits with any exceptions noted below. Surrogates: All surrogates were within QC limits with any exceptions noted below. Method Blank: All analytes were below the report limit in the method blank, where applicable, with any exceptions noted below. Laboratory Control Spike: All laboratory control spike compounds were within QC limits with any exceptions noted below. Matrix Spikes: All percent recoveries and relative percent differences (RPDs) were within acceptance criteria with any exceptions noted below. QC Batch: 876844 A matrix spike and/or matrix spike duplicate (MS/MSD) were performed on the following sample(s): 10650001001 M1: Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery. • MS (Lab ID: 4623734) REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 6 of 24 #=NA# PROJECT NARRATIVE Pace Project No.: Project: 10650001 B2204011.00-Revised Report Method: Client:Braun Intertec Corporation EPA 8270E by SIM Date:May 02, 2023 Description:8270E MSSV CPAH by SIM QC Batch: 876844 A matrix spike and/or matrix spike duplicate (MS/MSD) were performed on the following sample(s): 10650001001 M1: Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery. • 7,12-Dimethylbenz(a)anthracene • Chrysene • Fluoranthene • Pyrene • MSD (Lab ID: 4623735) • 7,12-Dimethylbenz(a)anthracene • Chrysene • Fluoranthene • Pyrene Additional Comments: Analyte Comments: QC Batch: 876844 N2: The lab does not hold NELAC/TNI accreditation for this parameter but other accreditations/certifications may apply. A complete list of accreditations/certifications is available upon request. • BLANK (Lab ID: 4623732) • Benzofluoranthenes (Total) • LCS (Lab ID: 4623733) • Benzofluoranthenes (Total) • MS (Lab ID: 4623734) • Benzofluoranthenes (Total) • MSD (Lab ID: 4623735) • Benzofluoranthenes (Total) • Pond 1-E (Lab ID: 10650001001) • Benzofluoranthenes (Total) • Pond 1-W (Lab ID: 10650001002) • Benzofluoranthenes (Total) • Pond 2-E (Lab ID: 10650001004) • Benzofluoranthenes (Total) • Pond 2-W (Lab ID: 10650001003) • Benzofluoranthenes (Total) • Pond 3-E (Lab ID: 10650001005) • Benzofluoranthenes (Total) • Pond 3-W (Lab ID: 10650001006) • Benzofluoranthenes (Total) This data package has been reviewed for quality and completeness and is approved for release. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC. Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 7 of 24 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10650001 B2204011.00-Revised Report Sample: Pond 1-E Lab ID: 10650001001 Collected: 04/18/23 09:50 Received: 04/18/23 16:07 Matrix: Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No. QualMDLPQL Analytical Method: EPA 6020B Preparation Method: EPA 3050B Pace Analytical Services - Minneapolis 6020B MET ICPMS Arsenic 3.1 mg/kg 04/24/23 18:13 7440-38-204/23/23 06:340.69 0.20 1 Copper 9.4 mg/kg 04/24/23 18:13 7440-50-804/23/23 06:341.4 0.42 1 Analytical Method: ASTM D2974 Pace Analytical Services - Minneapolis Dry Weight / %M by ASTM D2974 Percent Moisture 28.9 % 04/20/23 11:41 N20.10 0.10 1 Analytical Method: EPA 8270E by SIM Preparation Method: EPA 3546 Pace Analytical Services - Minneapolis 8270E MSSV CPAH by SIM Acenaphthene <1.9 ug/kg 04/27/23 15:54 83-32-904/21/23 13:2013.8 1.9 1 Acenaphthylene 15.2 ug/kg 04/27/23 15:54 208-96-804/21/23 13:2013.8 1.6 1 Anthracene 7.7J ug/kg 04/27/23 15:54 120-12-704/21/23 13:2013.8 1.5 1 Benzo(a)anthracene 76.7 ug/kg 04/27/23 15:54 56-55-304/21/23 13:2013.8 3.8 1 Benzo(a)pyrene 79.0 ug/kg 04/27/23 15:54 50-32-804/21/23 13:2013.8 1.8 1 Benzo(g,h,i)perylene 98.2 ug/kg 04/27/23 15:54 191-24-204/21/23 13:2013.8 2.9 1 Benzofluoranthenes (Total)239 ug/kg 04/27/23 15:54 N204/21/23 13:2041.5 8.5 1 Chrysene 134 ug/kg 04/27/23 15:54 218-01-9 M104/21/23 13:2013.8 2.5 1 Dibenz(a,h)acridine <1.6 ug/kg 04/27/23 15:54 226-36-804/21/23 13:2013.8 1.6 1 Dibenz(a,h)anthracene 18.2 ug/kg 04/27/23 15:54 53-70-304/21/23 13:2013.8 1.1 1 Dibenzo(a,e)pyrene 38.5 ug/kg 04/27/23 15:54 192-65-404/21/23 13:2013.8 1.6 1 Dibenzo(a,h)pyrene 21.2 ug/kg 04/27/23 15:54 189-64-004/21/23 13:2013.8 2.8 1 Dibenzo(a,i)pyrene <1.3 ug/kg 04/27/23 15:54 189-55-904/21/23 13:2013.8 1.3 1 Dibenzo(a,l)pyrene <2.0 ug/kg 04/27/23 15:54 191-30-0 L204/21/23 13:2013.8 2.0 1 7H-Dibenzo(c,g)carbazole <5.7 ug/kg 04/27/23 15:54 194-59-204/21/23 13:2013.8 5.7 1 7,12-Dimethylbenz(a)anthracene <0.66 ug/kg 04/27/23 15:54 57-97-6 M104/21/23 13:2013.8 0.66 1 Fluoranthene 222 ug/kg 04/27/23 15:54 206-44-0 M104/21/23 13:2013.8 3.3 1 Fluorene <1.9 ug/kg 04/27/23 15:54 86-73-704/21/23 13:2013.8 1.9 1 Indeno(1,2,3-cd)pyrene 96.2 ug/kg 04/27/23 15:54 193-39-504/21/23 13:2013.8 1.3 1 3-Methylcholanthrene <3.2 ug/kg 04/27/23 15:54 56-49-5 L204/21/23 13:2013.8 3.2 1 5-Methylchrysene 11.3J ug/kg 04/27/23 15:54 3697-24-304/21/23 13:2013.8 1.8 1 2-Methylnaphthalene <2.5 ug/kg 04/27/23 15:54 91-57-604/21/23 13:2013.8 2.5 1 Naphthalene <2.6 ug/kg 04/27/23 15:54 91-20-304/21/23 13:2013.8 2.6 1 Phenanthrene 62.7 ug/kg 04/27/23 15:54 85-01-804/21/23 13:2013.8 2.4 1 Pyrene 170 ug/kg 04/27/23 15:54 129-00-0 M104/21/23 13:2013.8 3.2 1 Surrogates 2-Fluorobiphenyl (S) 77 %. 04/27/23 15:54 321-60-804/21/23 13:2046-125 1 p-Terphenyl-d14 (S) 84 %. 04/27/23 15:54 1718-51-004/21/23 13:2069-125 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 05/02/2023 11:28 AM Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 8 of 24 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10650001 B2204011.00-Revised Report Sample: Pond 1-W Lab ID: 10650001002 Collected: 04/18/23 10:15 Received: 04/18/23 16:07 Matrix: Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No. QualMDLPQL Analytical Method: EPA 6020B Preparation Method: EPA 3050B Pace Analytical Services - Minneapolis 6020B MET ICPMS Arsenic 4.6 mg/kg 04/24/23 18:16 7440-38-204/23/23 06:340.87 0.25 1 Copper 20.3 mg/kg 04/24/23 18:16 7440-50-804/23/23 06:341.7 0.53 1 Analytical Method: ASTM D2974 Pace Analytical Services - Minneapolis Dry Weight / %M by ASTM D2974 Percent Moisture 45.1 % 04/20/23 11:41 N20.10 0.10 1 Analytical Method: EPA 8270E by SIM Preparation Method: EPA 3546 Pace Analytical Services - Minneapolis 8270E MSSV CPAH by SIM Acenaphthene <2.4 ug/kg 04/27/23 17:24 83-32-904/21/23 13:2018.0 2.4 1 Acenaphthylene <2.1 ug/kg 04/27/23 17:24 208-96-804/21/23 13:2018.0 2.1 1 Anthracene <1.9 ug/kg 04/27/23 17:24 120-12-704/21/23 13:2018.0 1.9 1 Benzo(a)anthracene 42.0 ug/kg 04/27/23 17:24 56-55-304/21/23 13:2018.0 4.9 1 Benzo(a)pyrene 49.2 ug/kg 04/27/23 17:24 50-32-804/21/23 13:2018.0 2.3 1 Benzo(g,h,i)perylene 39.9 ug/kg 04/27/23 17:24 191-24-204/21/23 13:2018.0 3.8 1 Benzofluoranthenes (Total)106 ug/kg 04/27/23 17:24 N204/21/23 13:2053.9 11.1 1 Chrysene 61.1 ug/kg 04/27/23 17:24 218-01-904/21/23 13:2018.0 3.3 1 Dibenz(a,h)acridine <2.0 ug/kg 04/27/23 17:24 226-36-804/21/23 13:2018.0 2.0 1 Dibenz(a,h)anthracene <1.4 ug/kg 04/27/23 17:24 53-70-304/21/23 13:2018.0 1.4 1 Dibenzo(a,e)pyrene 19.8 ug/kg 04/27/23 17:24 192-65-404/21/23 13:2018.0 2.0 1 Dibenzo(a,h)pyrene <3.6 ug/kg 04/27/23 17:24 189-64-004/21/23 13:2018.0 3.6 1 Dibenzo(a,i)pyrene <1.7 ug/kg 04/27/23 17:24 189-55-904/21/23 13:2018.0 1.7 1 Dibenzo(a,l)pyrene <2.6 ug/kg 04/27/23 17:24 191-30-0 L204/21/23 13:2018.0 2.6 1 7H-Dibenzo(c,g)carbazole <7.4 ug/kg 04/27/23 17:24 194-59-204/21/23 13:2018.0 7.4 1 7,12-Dimethylbenz(a)anthracene <0.86 ug/kg 04/27/23 17:24 57-97-604/21/23 13:2018.0 0.86 1 Fluoranthene 132 ug/kg 04/27/23 17:24 206-44-004/21/23 13:2018.0 4.3 1 Fluorene <2.4 ug/kg 04/27/23 17:24 86-73-704/21/23 13:2018.0 2.4 1 Indeno(1,2,3-cd)pyrene 42.1 ug/kg 04/27/23 17:24 193-39-504/21/23 13:2018.0 1.7 1 3-Methylcholanthrene <4.1 ug/kg 04/27/23 17:24 56-49-5 L204/21/23 13:2018.0 4.1 1 5-Methylchrysene <2.3 ug/kg 04/27/23 17:24 3697-24-304/21/23 13:2018.0 2.3 1 2-Methylnaphthalene <3.3 ug/kg 04/27/23 17:24 91-57-604/21/23 13:2018.0 3.3 1 Naphthalene <3.4 ug/kg 04/27/23 17:24 91-20-304/21/23 13:2018.0 3.4 1 Phenanthrene 38.7 ug/kg 04/27/23 17:24 85-01-804/21/23 13:2018.0 3.1 1 Pyrene 102 ug/kg 04/27/23 17:24 129-00-004/21/23 13:2018.0 4.1 1 Surrogates 2-Fluorobiphenyl (S) 83 %. 04/27/23 17:24 321-60-804/21/23 13:2046-125 1 p-Terphenyl-d14 (S) 86 %. 04/27/23 17:24 1718-51-004/21/23 13:2069-125 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 05/02/2023 11:28 AM Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 9 of 24 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10650001 B2204011.00-Revised Report Sample: Pond 2-W Lab ID: 10650001003 Collected: 04/18/23 11:00 Received: 04/18/23 16:07 Matrix: Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No. QualMDLPQL Analytical Method: EPA 6020B Preparation Method: EPA 3050B Pace Analytical Services - Minneapolis 6020B MET ICPMS Arsenic 1.2 mg/kg 04/24/23 18:25 7440-38-204/23/23 06:340.69 0.20 1 Copper 13.5 mg/kg 04/24/23 18:25 7440-50-804/23/23 06:341.4 0.42 1 Analytical Method: ASTM D2974 Pace Analytical Services - Minneapolis Dry Weight / %M by ASTM D2974 Percent Moisture 29.4 % 04/20/23 11:41 N20.10 0.10 1 Analytical Method: EPA 8270E by SIM Preparation Method: EPA 3546 Pace Analytical Services - Minneapolis 8270E MSSV CPAH by SIM Acenaphthene <1.8 ug/kg 04/27/23 17:54 83-32-904/21/23 13:2013.6 1.8 1 Acenaphthylene <1.6 ug/kg 04/27/23 17:54 208-96-804/21/23 13:2013.6 1.6 1 Anthracene <1.5 ug/kg 04/27/23 17:54 120-12-704/21/23 13:2013.6 1.5 1 Benzo(a)anthracene <3.7 ug/kg 04/27/23 17:54 56-55-304/21/23 13:2013.6 3.7 1 Benzo(a)pyrene <1.7 ug/kg 04/27/23 17:54 50-32-804/21/23 13:2013.6 1.7 1 Benzo(g,h,i)perylene <2.9 ug/kg 04/27/23 17:54 191-24-204/21/23 13:2013.6 2.9 1 Benzofluoranthenes (Total)29.8J ug/kg 04/27/23 17:54 N204/21/23 13:2040.7 8.3 1 Chrysene 17.2 ug/kg 04/27/23 17:54 218-01-904/21/23 13:2013.6 2.5 1 Dibenz(a,h)acridine <1.5 ug/kg 04/27/23 17:54 226-36-804/21/23 13:2013.6 1.5 1 Dibenz(a,h)anthracene <1.1 ug/kg 04/27/23 17:54 53-70-304/21/23 13:2013.6 1.1 1 Dibenzo(a,e)pyrene <1.5 ug/kg 04/27/23 17:54 192-65-404/21/23 13:2013.6 1.5 1 Dibenzo(a,h)pyrene <2.7 ug/kg 04/27/23 17:54 189-64-004/21/23 13:2013.6 2.7 1 Dibenzo(a,i)pyrene <1.3 ug/kg 04/27/23 17:54 189-55-904/21/23 13:2013.6 1.3 1 Dibenzo(a,l)pyrene <1.9 ug/kg 04/27/23 17:54 191-30-0 L204/21/23 13:2013.6 1.9 1 7H-Dibenzo(c,g)carbazole <5.6 ug/kg 04/27/23 17:54 194-59-204/21/23 13:2013.6 5.6 1 7,12-Dimethylbenz(a)anthracene <0.65 ug/kg 04/27/23 17:54 57-97-604/21/23 13:2013.6 0.65 1 Fluoranthene 32.9 ug/kg 04/27/23 17:54 206-44-004/21/23 13:2013.6 3.3 1 Fluorene <1.8 ug/kg 04/27/23 17:54 86-73-704/21/23 13:2013.6 1.8 1 Indeno(1,2,3-cd)pyrene <1.3 ug/kg 04/27/23 17:54 193-39-504/21/23 13:2013.6 1.3 1 3-Methylcholanthrene <3.1 ug/kg 04/27/23 17:54 56-49-5 L204/21/23 13:2013.6 3.1 1 5-Methylchrysene <1.7 ug/kg 04/27/23 17:54 3697-24-304/21/23 13:2013.6 1.7 1 2-Methylnaphthalene <2.5 ug/kg 04/27/23 17:54 91-57-604/21/23 13:2013.6 2.5 1 Naphthalene <2.6 ug/kg 04/27/23 17:54 91-20-304/21/23 13:2013.6 2.6 1 Phenanthrene <2.3 ug/kg 04/27/23 17:54 85-01-804/21/23 13:2013.6 2.3 1 Pyrene 20.0 ug/kg 04/27/23 17:54 129-00-004/21/23 13:2013.6 3.1 1 Surrogates 2-Fluorobiphenyl (S) 78 %. 04/27/23 17:54 321-60-804/21/23 13:2046-125 1 p-Terphenyl-d14 (S) 73 %. 04/27/23 17:54 1718-51-004/21/23 13:2069-125 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 05/02/2023 11:28 AM Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 10 of 24 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10650001 B2204011.00-Revised Report Sample: Pond 2-E Lab ID: 10650001004 Collected: 04/18/23 11:20 Received: 04/18/23 16:07 Matrix: Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No. QualMDLPQL Analytical Method: EPA 6020B Preparation Method: EPA 3050B Pace Analytical Services - Minneapolis 6020B MET ICPMS Arsenic 1.5 mg/kg 04/24/23 18:28 7440-38-204/23/23 06:340.75 0.21 1 Copper 18.5 mg/kg 04/24/23 18:28 7440-50-804/23/23 06:341.5 0.46 1 Analytical Method: ASTM D2974 Pace Analytical Services - Minneapolis Dry Weight / %M by ASTM D2974 Percent Moisture 35.7 % 04/20/23 11:41 N20.10 0.10 1 Analytical Method: EPA 8270E by SIM Preparation Method: EPA 3546 Pace Analytical Services - Minneapolis 8270E MSSV CPAH by SIM Acenaphthene <2.0 ug/kg 04/27/23 18:24 83-32-904/21/23 13:2015.3 2.0 1 Acenaphthylene <1.8 ug/kg 04/27/23 18:24 208-96-804/21/23 13:2015.3 1.8 1 Anthracene <1.7 ug/kg 04/27/23 18:24 120-12-704/21/23 13:2015.3 1.7 1 Benzo(a)anthracene <4.2 ug/kg 04/27/23 18:24 56-55-304/21/23 13:2015.3 4.2 1 Benzo(a)pyrene <1.9 ug/kg 04/27/23 18:24 50-32-804/21/23 13:2015.3 1.9 1 Benzo(g,h,i)perylene <3.2 ug/kg 04/27/23 18:24 191-24-204/21/23 13:2015.3 3.2 1 Benzofluoranthenes (Total)<9.4 ug/kg 04/27/23 18:24 N204/21/23 13:2045.8 9.4 1 Chrysene <2.8 ug/kg 04/27/23 18:24 218-01-904/21/23 13:2015.3 2.8 1 Dibenz(a,h)acridine <1.7 ug/kg 04/27/23 18:24 226-36-804/21/23 13:2015.3 1.7 1 Dibenz(a,h)anthracene <1.2 ug/kg 04/27/23 18:24 53-70-304/21/23 13:2015.3 1.2 1 Dibenzo(a,e)pyrene <1.7 ug/kg 04/27/23 18:24 192-65-404/21/23 13:2015.3 1.7 1 Dibenzo(a,h)pyrene <3.1 ug/kg 04/27/23 18:24 189-64-004/21/23 13:2015.3 3.1 1 Dibenzo(a,i)pyrene <1.5 ug/kg 04/27/23 18:24 189-55-904/21/23 13:2015.3 1.5 1 Dibenzo(a,l)pyrene <2.2 ug/kg 04/27/23 18:24 191-30-0 L204/21/23 13:2015.3 2.2 1 7H-Dibenzo(c,g)carbazole <6.3 ug/kg 04/27/23 18:24 194-59-204/21/23 13:2015.3 6.3 1 7,12-Dimethylbenz(a)anthracene <0.73 ug/kg 04/27/23 18:24 57-97-604/21/23 13:2015.3 0.73 1 Fluoranthene <3.7 ug/kg 04/27/23 18:24 206-44-004/21/23 13:2015.3 3.7 1 Fluorene <2.0 ug/kg 04/27/23 18:24 86-73-704/21/23 13:2015.3 2.0 1 Indeno(1,2,3-cd)pyrene <1.5 ug/kg 04/27/23 18:24 193-39-504/21/23 13:2015.3 1.5 1 3-Methylcholanthrene <3.5 ug/kg 04/27/23 18:24 56-49-5 L204/21/23 13:2015.3 3.5 1 5-Methylchrysene <1.9 ug/kg 04/27/23 18:24 3697-24-304/21/23 13:2015.3 1.9 1 2-Methylnaphthalene <2.8 ug/kg 04/27/23 18:24 91-57-604/21/23 13:2015.3 2.8 1 Naphthalene <2.9 ug/kg 04/27/23 18:24 91-20-304/21/23 13:2015.3 2.9 1 Phenanthrene <2.6 ug/kg 04/27/23 18:24 85-01-804/21/23 13:2015.3 2.6 1 Pyrene <3.5 ug/kg 04/27/23 18:24 129-00-004/21/23 13:2015.3 3.5 1 Surrogates 2-Fluorobiphenyl (S) 79 %. 04/27/23 18:24 321-60-804/21/23 13:2046-125 1 p-Terphenyl-d14 (S) 90 %. 04/27/23 18:24 1718-51-004/21/23 13:2069-125 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 05/02/2023 11:28 AM Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 11 of 24 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10650001 B2204011.00-Revised Report Sample: Pond 3-E Lab ID: 10650001005 Collected: 04/18/23 12:45 Received: 04/18/23 16:07 Matrix: Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No. QualMDLPQL Analytical Method: EPA 6020B Preparation Method: EPA 3050B Pace Analytical Services - Minneapolis 6020B MET ICPMS Arsenic 1.3 mg/kg 04/24/23 18:30 7440-38-204/23/23 06:340.73 0.21 1 Copper 9.4 mg/kg 04/24/23 18:30 7440-50-804/23/23 06:341.5 0.44 1 Analytical Method: ASTM D2974 Pace Analytical Services - Minneapolis Dry Weight / %M by ASTM D2974 Percent Moisture 31.5 % 04/20/23 12:26 N20.10 0.10 1 Analytical Method: EPA 8270E by SIM Preparation Method: EPA 3546 Pace Analytical Services - Minneapolis 8270E MSSV CPAH by SIM Acenaphthene <1.9 ug/kg 04/27/23 18:54 83-32-904/21/23 13:2013.9 1.9 1 Acenaphthylene <1.6 ug/kg 04/27/23 18:54 208-96-804/21/23 13:2013.9 1.6 1 Anthracene 24.0 ug/kg 04/27/23 18:54 120-12-704/21/23 13:2013.9 1.5 1 Benzo(a)anthracene 137 ug/kg 04/27/23 18:54 56-55-304/21/23 13:2013.9 3.8 1 Benzo(a)pyrene 146 ug/kg 04/27/23 18:54 50-32-804/21/23 13:2013.9 1.8 1 Benzo(g,h,i)perylene 108 ug/kg 04/27/23 18:54 191-24-204/21/23 13:2013.9 2.9 1 Benzofluoranthenes (Total)282 ug/kg 04/27/23 18:54 N204/21/23 13:2041.7 8.6 1 Chrysene 169 ug/kg 04/27/23 18:54 218-01-904/21/23 13:2013.9 2.5 1 Dibenz(a,h)acridine <1.6 ug/kg 04/27/23 18:54 226-36-804/21/23 13:2013.9 1.6 1 Dibenz(a,h)anthracene 23.1 ug/kg 04/27/23 18:54 53-70-304/21/23 13:2013.9 1.1 1 Dibenzo(a,e)pyrene 50.8 ug/kg 04/27/23 18:54 192-65-404/21/23 13:2013.9 1.6 1 Dibenzo(a,h)pyrene 27.5 ug/kg 04/27/23 18:54 189-64-004/21/23 13:2013.9 2.8 1 Dibenzo(a,i)pyrene 15.9 ug/kg 04/27/23 18:54 189-55-904/21/23 13:2013.9 1.3 1 Dibenzo(a,l)pyrene <2.0 ug/kg 04/27/23 18:54 191-30-0 L204/21/23 13:2013.9 2.0 1 7H-Dibenzo(c,g)carbazole <5.7 ug/kg 04/27/23 18:54 194-59-204/21/23 13:2013.9 5.7 1 7,12-Dimethylbenz(a)anthracene <0.67 ug/kg 04/27/23 18:54 57-97-604/21/23 13:2013.9 0.67 1 Fluoranthene 376 ug/kg 04/27/23 18:54 206-44-004/21/23 13:2013.9 3.4 1 Fluorene <1.9 ug/kg 04/27/23 18:54 86-73-704/21/23 13:2013.9 1.9 1 Indeno(1,2,3-cd)pyrene 116 ug/kg 04/27/23 18:54 193-39-504/21/23 13:2013.9 1.3 1 3-Methylcholanthrene <3.2 ug/kg 04/27/23 18:54 56-49-5 L204/21/23 13:2013.9 3.2 1 5-Methylchrysene 18.7 ug/kg 04/27/23 18:54 3697-24-304/21/23 13:2013.9 1.8 1 2-Methylnaphthalene <2.5 ug/kg 04/27/23 18:54 91-57-604/21/23 13:2013.9 2.5 1 Naphthalene <2.7 ug/kg 04/27/23 18:54 91-20-304/21/23 13:2013.9 2.7 1 Phenanthrene 172 ug/kg 04/27/23 18:54 85-01-804/21/23 13:2013.9 2.4 1 Pyrene 287 ug/kg 04/27/23 18:54 129-00-004/21/23 13:2013.9 3.2 1 Surrogates 2-Fluorobiphenyl (S) 85 %. 04/27/23 18:54 321-60-804/21/23 13:2046-125 1 p-Terphenyl-d14 (S) 89 %. 04/27/23 18:54 1718-51-004/21/23 13:2069-125 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 05/02/2023 11:28 AM Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 12 of 24 #=AR# ANALYTICAL RESULTS Pace Project No.: Project: 10650001 B2204011.00-Revised Report Sample: Pond 3-W Lab ID: 10650001006 Collected: 04/18/23 13:00 Received: 04/18/23 16:07 Matrix: Solid Results reported on a "dry weight" basis and are adjusted for percent moisture, sample size and any dilutions. Parameters Results Units DF Prepared Analyzed CAS No. QualMDLPQL Analytical Method: EPA 6020B Preparation Method: EPA 3050B Pace Analytical Services - Minneapolis 6020B MET ICPMS Arsenic 2.7 mg/kg 04/24/23 18:33 7440-38-204/23/23 06:340.68 0.19 1 Copper 12.4 mg/kg 04/24/23 18:33 7440-50-804/23/23 06:341.4 0.41 1 Analytical Method: ASTM D2974 Pace Analytical Services - Minneapolis Dry Weight / %M by ASTM D2974 Percent Moisture 26.6 % 04/20/23 12:26 N20.10 0.10 1 Analytical Method: EPA 8270E by SIM Preparation Method: EPA 3546 Pace Analytical Services - Minneapolis 8270E MSSV CPAH by SIM Acenaphthene <1.8 ug/kg 04/27/23 19:23 83-32-904/21/23 13:2013.2 1.8 1 Acenaphthylene <1.5 ug/kg 04/27/23 19:23 208-96-804/21/23 13:2013.2 1.5 1 Anthracene <1.4 ug/kg 04/27/23 19:23 120-12-704/21/23 13:2013.2 1.4 1 Benzo(a)anthracene 6.6J ug/kg 04/27/23 19:23 56-55-304/21/23 13:2013.2 3.6 1 Benzo(a)pyrene <1.7 ug/kg 04/27/23 19:23 50-32-804/21/23 13:2013.2 1.7 1 Benzo(g,h,i)perylene <2.8 ug/kg 04/27/23 19:23 191-24-204/21/23 13:2013.2 2.8 1 Benzofluoranthenes (Total)19.4J ug/kg 04/27/23 19:23 N204/21/23 13:2039.7 8.1 1 Chrysene 13.1J ug/kg 04/27/23 19:23 218-01-904/21/23 13:2013.2 2.4 1 Dibenz(a,h)acridine <1.5 ug/kg 04/27/23 19:23 226-36-804/21/23 13:2013.2 1.5 1 Dibenz(a,h)anthracene <1.0 ug/kg 04/27/23 19:23 53-70-304/21/23 13:2013.2 1.0 1 Dibenzo(a,e)pyrene <1.5 ug/kg 04/27/23 19:23 192-65-404/21/23 13:2013.2 1.5 1 Dibenzo(a,h)pyrene <2.7 ug/kg 04/27/23 19:23 189-64-004/21/23 13:2013.2 2.7 1 Dibenzo(a,i)pyrene <1.3 ug/kg 04/27/23 19:23 189-55-904/21/23 13:2013.2 1.3 1 Dibenzo(a,l)pyrene <1.9 ug/kg 04/27/23 19:23 191-30-0 L204/21/23 13:2013.2 1.9 1 7H-Dibenzo(c,g)carbazole <5.5 ug/kg 04/27/23 19:23 194-59-204/21/23 13:2013.2 5.5 1 7,12-Dimethylbenz(a)anthracene <0.63 ug/kg 04/27/23 19:23 57-97-604/21/23 13:2013.2 0.63 1 Fluoranthene 23.3 ug/kg 04/27/23 19:23 206-44-004/21/23 13:2013.2 3.2 1 Fluorene <1.8 ug/kg 04/27/23 19:23 86-73-704/21/23 13:2013.2 1.8 1 Indeno(1,2,3-cd)pyrene <1.3 ug/kg 04/27/23 19:23 193-39-504/21/23 13:2013.2 1.3 1 3-Methylcholanthrene <3.0 ug/kg 04/27/23 19:23 56-49-5 L204/21/23 13:2013.2 3.0 1 5-Methylchrysene <1.7 ug/kg 04/27/23 19:23 3697-24-304/21/23 13:2013.2 1.7 1 2-Methylnaphthalene <2.4 ug/kg 04/27/23 19:23 91-57-604/21/23 13:2013.2 2.4 1 Naphthalene <2.5 ug/kg 04/27/23 19:23 91-20-304/21/23 13:2013.2 2.5 1 Phenanthrene <2.3 ug/kg 04/27/23 19:23 85-01-804/21/23 13:2013.2 2.3 1 Pyrene 17.7 ug/kg 04/27/23 19:23 129-00-004/21/23 13:2013.2 3.0 1 Surrogates 2-Fluorobiphenyl (S) 85 %. 04/27/23 19:23 321-60-804/21/23 13:2046-125 1 p-Terphenyl-d14 (S) 92 %. 04/27/23 19:23 1718-51-004/21/23 13:2069-125 1 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 05/02/2023 11:28 AM Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 13 of 24 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10650001 B2204011.00-Revised Report Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 876659 EPA 3050B EPA 6020B 6020B Solids UPD5 Laboratory: Pace Analytical Services - Minneapolis Associated Lab Samples: 10650001001, 10650001002, 10650001003, 10650001004, 10650001005, 10650001006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK: 4622737 Associated Lab Samples:10650001001, 10650001002, 10650001003, 10650001004, 10650001005, 10650001006 Matrix: Solid AnalyzedMDL Arsenic mg/kg <0.14 0.50 04/24/23 17:130.14 Copper mg/kg <0.30 0.99 04/24/23 17:130.30 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 4622738LABORATORY CONTROL SAMPLE: LCSSpike Arsenic mg/kg 50.248.7 103 80-120 Copper mg/kg 53.648.7 110 80-120 Parameter Units MS Result % Rec Limits Qual% RecConc. 4622739MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 10649835001 4622740 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Arsenic mg/kg 51.6 101 75-125102 1 2051.63.2 55.2 56.0 Copper mg/kg 51.6 115 75-125109 4 2051.616.5 75.6 72.6 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 05/02/2023 11:28 AM Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 14 of 24 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10650001 B2204011.00-Revised Report Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 876562 ASTM D2974 ASTM D2974 Dry Weight / %M by ASTM D2974 Laboratory: Pace Analytical Services - Minneapolis Associated Lab Samples: 10650001001, 10650001002, 10650001003, 10650001004 Parameter Units Dup Result Max RPD QualifiersRPDResult 10650001004 4622365SAMPLE DUPLICATE: Percent Moisture % 33.8 N253035.7 Parameter Units Dup Result Max RPD QualifiersRPDResult 10650002001 4622467SAMPLE DUPLICATE: Percent Moisture % 33.6 N233034.5 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 05/02/2023 11:28 AM Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 15 of 24 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10650001 B2204011.00-Revised Report Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 876566 ASTM D2974 ASTM D2974 Dry Weight / %M by ASTM D2974 Laboratory: Pace Analytical Services - Minneapolis Associated Lab Samples: 10650001005, 10650001006 Parameter Units Dup Result Max RPD QualifiersRPDResult 10650001005 4622369SAMPLE DUPLICATE: Percent Moisture % 33.0 N253031.5 Parameter Units Dup Result Max RPD QualifiersRPDResult 10650012007 4622370SAMPLE DUPLICATE: Percent Moisture % 13.6 N203013.5 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 05/02/2023 11:28 AM Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 16 of 24 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10650001 B2204011.00-Revised Report Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. QC Batch: QC Batch Method: Analysis Method: Analysis Description: 876844 EPA 3546 EPA 8270E by SIM 8270E Solid PAH by SIM MSSV Laboratory: Pace Analytical Services - Minneapolis Associated Lab Samples: 10650001001, 10650001002, 10650001003, 10650001004, 10650001005, 10650001006 Parameter Units Blank Result Reporting Limit Qualifiers METHOD BLANK: 4623732 Associated Lab Samples:10650001001, 10650001002, 10650001003, 10650001004, 10650001005, 10650001006 Matrix: Solid AnalyzedMDL 2-Methylnaphthalene ug/kg <1.8 10.0 04/27/23 15:241.8 3-Methylcholanthrene ug/kg <2.3 10.0 04/27/23 15:242.3 5-Methylchrysene ug/kg <1.3 10.0 04/27/23 15:241.3 7,12-Dimethylbenz(a)anthracene ug/kg <0.48 10.0 04/27/23 15:240.48 7H-Dibenzo(c,g)carbazole ug/kg <4.1 10.0 04/27/23 15:244.1 Acenaphthene ug/kg <1.3 10.0 04/27/23 15:241.3 Acenaphthylene ug/kg <1.2 10.0 04/27/23 15:241.2 Anthracene ug/kg <1.1 10.0 04/27/23 15:241.1 Benzo(a)anthracene ug/kg <2.7 10.0 04/27/23 15:242.7 Benzo(a)pyrene ug/kg <1.3 10.0 04/27/23 15:241.3 Benzo(g,h,i)perylene ug/kg <2.1 10.0 04/27/23 15:242.1 Benzofluoranthenes (Total) ug/kg <6.2 30.0 N204/27/23 15:246.2 Chrysene ug/kg <1.8 10.0 04/27/23 15:241.8 Dibenz(a,h)acridine ug/kg <1.1 10.0 04/27/23 15:241.1 Dibenz(a,h)anthracene ug/kg <0.79 10.0 04/27/23 15:240.79 Dibenzo(a,e)pyrene ug/kg <1.1 10.0 04/27/23 15:241.1 Dibenzo(a,h)pyrene ug/kg <2.0 10.0 04/27/23 15:242.0 Dibenzo(a,i)pyrene ug/kg <0.97 10.0 04/27/23 15:240.97 Dibenzo(a,l)pyrene ug/kg <1.4 10.0 04/27/23 15:241.4 Fluoranthene ug/kg <2.4 10.0 04/27/23 15:242.4 Fluorene ug/kg <1.3 10.0 04/27/23 15:241.3 Indeno(1,2,3-cd)pyrene ug/kg <0.97 10.0 04/27/23 15:240.97 Naphthalene ug/kg <1.9 10.0 04/27/23 15:241.9 Phenanthrene ug/kg <1.7 10.0 04/27/23 15:241.7 Pyrene ug/kg <2.3 10.0 04/27/23 15:242.3 2-Fluorobiphenyl (S) %. 83 46-125 04/27/23 15:24 p-Terphenyl-d14 (S) %. 95 69-125 04/27/23 15:24 Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 4623733LABORATORY CONTROL SAMPLE: LCSSpike 2-Methylnaphthalene ug/kg 251300 84 70-130 3-Methylcholanthrene ug/kg 96.4 L2300 32 70-130 5-Methylchrysene ug/kg 272300 91 70-130 7,12-Dimethylbenz(a)anthracene ug/kg 216300 72 70-130 7H-Dibenzo(c,g)carbazole ug/kg 279300 93 70-130 Acenaphthene ug/kg 247300 82 70-130 Acenaphthylene ug/kg 245300 82 70-130 Anthracene ug/kg 253300 84 70-130 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 05/02/2023 11:28 AM Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 17 of 24 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10650001 B2204011.00-Revised Report Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. Parameter Units LCS Result % Rec Limits Qualifiers% RecConc. 4623733LABORATORY CONTROL SAMPLE: LCSSpike Benzo(a)anthracene ug/kg 259300 86 70-130 Benzo(a)pyrene ug/kg 274300 91 70-130 Benzo(g,h,i)perylene ug/kg 289300 96 70-130 Benzofluoranthenes (Total) ug/kg 884 N2900 98 70-130 Chrysene ug/kg 264300 88 70-130 Dibenz(a,h)acridine ug/kg 302300 101 70-130 Dibenz(a,h)anthracene ug/kg 299300 100 70-130 Dibenzo(a,e)pyrene ug/kg 270300 90 70-130 Dibenzo(a,h)pyrene ug/kg 294300 98 70-130 Dibenzo(a,i)pyrene ug/kg 245300 82 70-130 Dibenzo(a,l)pyrene ug/kg 92.2 L2300 31 70-130 Fluoranthene ug/kg 266300 89 70-130 Fluorene ug/kg 260300 87 70-130 Indeno(1,2,3-cd)pyrene ug/kg 294300 98 70-130 Naphthalene ug/kg 246300 82 70-130 Phenanthrene ug/kg 266300 89 70-130 Pyrene ug/kg 263300 88 70-130 2-Fluorobiphenyl (S) %. 84 46-125 p-Terphenyl-d14 (S) %. 95 69-125 Parameter Units MS Result % Rec Limits Qual% RecConc. 4623734MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 10650001001 4623735 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. 2-Methylnaphthalene ug/kg 404 81 70-13081 5 30421<2.5 325 342 3-Methylcholanthrene ug/kg 404 76 70-13085 15 30421<3.2 309 358 5-Methylchrysene ug/kg 404 86 70-13086 4 3042111.3J 358 374 7,12- Dimethylbenz(a)anthracene ug/kg M1404 37 70-13029 21 30421<0.66 148 120 7H-Dibenzo(c,g)carbazole ug/kg 404 102 70-130101 3 30421<5.7 413 425 Acenaphthene ug/kg 404 85 70-13084 3 30421<1.9 343 352 Acenaphthylene ug/kg 404 80 70-13079 2 3042115.2 338 347 Anthracene ug/kg 404 84 70-13083 3 304217.7J 346 358 Benzo(a)anthracene ug/kg 404 72 70-13076 7 3042176.7 367 396 Benzo(a)pyrene ug/kg 404 79 70-13083 7 3042179.0 399 428 Benzo(g,h,i)perylene ug/kg 404 75 70-13076 5 3042198.2 399 418 Benzofluoranthenes (Total) ug/kg N21210 76 70-13077 4 301260239 1160 1210 Chrysene ug/kg M1404 58 70-13063 8 30421134 369 400 Dibenz(a,h)acridine ug/kg 404 98 70-13096 2 30421<1.6 395 403 Dibenz(a,h)anthracene ug/kg 404 93 70-13092 4 3042118.2 392 406 Dibenzo(a,e)pyrene ug/kg 404 79 70-13079 3 3042138.5 359 372 Dibenzo(a,h)pyrene ug/kg 404 94 70-13095 5 3042121.2 402 421 Dibenzo(a,i)pyrene ug/kg 404 92 70-13094 5 30421<1.3 373 394 Dibenzo(a,l)pyrene ug/kg 404 72 70-13081 15 30421<2.0 291 339 Fluoranthene ug/kg M1404 47 70-13058 12 30421222 412 465 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 05/02/2023 11:28 AM Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 18 of 24 #=QC# QUALITY CONTROL DATA Pace Project No.: Project: 10650001 B2204011.00-Revised Report Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. Parameter Units MS Result % Rec Limits Qual% RecConc. 4623734MATRIX SPIKE & MATRIX SPIKE DUPLICATE: MSSpike Result 10650001001 4623735 MSD Result MSD % Rec RPD RPD Max MSDMS Spike Conc. Fluorene ug/kg 404 86 70-13086 4 30421<1.9 348 362 Indeno(1,2,3-cd)pyrene ug/kg 404 77 70-13080 6 3042196.2 408 435 Naphthalene ug/kg 404 79 70-13077 2 30421<2.6 319 324 Phenanthrene ug/kg 404 75 70-13077 6 3042162.7 366 389 Pyrene ug/kg M1404 56 70-13065 12 30421170 394 444 2-Fluorobiphenyl (S) %. 85 46-12584 p-Terphenyl-d14 (S) %. 92 69-12589 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 05/02/2023 11:28 AM Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 19 of 24 #=QL# QUALIFIERS Pace Project No.: Project: 10650001 B2204011.00-Revised Report DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit. MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Reported results are not rounded until the final step prior to reporting. Therefore, calculated parameters that are typically reported as "Total" may vary slightly from the sum of the reported component parameters. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. ANALYTE QUALIFIERS Analyte recovery in the laboratory control sample (LCS) was below QC limits. Results for this analyte in associated samples may be biased low.L2 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample (LCS) recovery.M1 The lab does not hold NELAC/TNI accreditation for this parameter but other accreditations/certifications may apply. A complete list of accreditations/certifications is available upon request.N2 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 05/02/2023 11:28 AM Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 20 of 24 #=CR# QUALITY CONTROL DATA CROSS REFERENCE TABLE Pace Project No.: Project: 10650001 B2204011.00-Revised Report Lab ID Sample ID QC Batch Method QC Batch Analytical Method Analytical Batch 10650001001 876659 877121Pond 1-E EPA 3050B EPA 6020B 10650001002 876659 877121Pond 1-W EPA 3050B EPA 6020B 10650001003 876659 877121Pond 2-W EPA 3050B EPA 6020B 10650001004 876659 877121Pond 2-E EPA 3050B EPA 6020B 10650001005 876659 877121Pond 3-E EPA 3050B EPA 6020B 10650001006 876659 877121Pond 3-W EPA 3050B EPA 6020B 10650001001 876562Pond 1-E ASTM D2974 10650001002 876562Pond 1-W ASTM D2974 10650001003 876562Pond 2-W ASTM D2974 10650001004 876562Pond 2-E ASTM D2974 10650001005 876566Pond 3-E ASTM D2974 10650001006 876566Pond 3-W ASTM D2974 10650001001 876844 877142Pond 1-E EPA 3546 EPA 8270E by SIM 10650001002 876844 877142Pond 1-W EPA 3546 EPA 8270E by SIM 10650001003 876844 877142Pond 2-W EPA 3546 EPA 8270E by SIM 10650001004 876844 877142Pond 2-E EPA 3546 EPA 8270E by SIM 10650001005 876844 877142Pond 3-E EPA 3546 EPA 8270E by SIM 10650001006 876844 877142Pond 3-W EPA 3546 EPA 8270E by SIM REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, without the written consent of Pace Analytical Services, LLC.Date: 05/02/2023 11:28 AM Pace Analytical Services, LLC 1700 Elm Street Minneapolis, MN 55414 (612)607-1700 Page 21 of 24 Page 22 of 24 04/20/2023 Page 23 of 24 Page 24 of 24 CITY OF ARDEN HILLS COUNTY OF RAMSEY STATE OF MINNESOTA RESOLUTION NO. 2023-038 A RESOLUTION RECEIVING FEASIBILITY REPORT AND CALLING FOR A PUBLIC HEARING ON IMPROVEMENTS FOR THE 2024 PAVEMENT MANAGEMENT PROGRAM STREET AND UTILITIES IMPROVEMENTS PROJECT WHEREAS, pursuant to Resolution 2023-011 of the Council adopted March 13, 2023, a report has been prepared by the City’s Engineer, Bolton & Menk, dated July, 2023 with reference to the improvement of the following streets: • Royal Lane from Norma Avenue to Floral Drive West • Norma Avenue from Dawn Circle to Briarknoll Drive • Briarknoll Circle • Briarknoll Drive from Snelling Avenue North to Norma Avenue • Norma Avenue from Briarknoll Drive to Colleen Avenue • James Avenue from Indian Oaks Trail to Colleen Avenue • McClung Drive from Snelling Avenue North to Colleen Avenue • Colleen Avenue from McClung Drive to Hamline Avenue North • Colleen Circle • Royal Hills Drive from Snelling Avenue North to Arden View Drive • Arden Vista Court • Keithson Drive from County State Aid Highway (CSAH) 96 West to 800 feet south of CSAH 96 West WHEREAS, and this report was received by the Council on July 24, 2023; and WHEREAS, the report provides information regarding whether the proposed project is necessary, cost effective, and feasible; whether it should best be made as proposed or in connection with some other improvement; the estimated cost of the improvement as recommended; and a description of the methodology used to calculate individual assessments for affected parcels. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF ARDEN HILLS MINNESOTA: 1. The Council will consider the improvement of such streets in accordance with the report and the assessment of abutting property for all or a portion of the cost of the improvement pursuant to Minnesota Statutes, Chapter 429. 2. A public hearing shall be held on such proposed improvement on the 14th day of August, 2023, in the Council Chambers of the City Hall at 7:00 p.m. and the City Administrator shall give mailed and published notice of such hearing and improvement as required by law. ADOPTED BY THE CITY COUNCIL OF THE CITY OF ARDEN HILLS THIS 24th DAY OF JULY, 2023. David Grant, Mayor ATTEST: Julie Hanson, City Clerk To view the final document, access adopted Resolutions via Arden Hills Public Laserfiche Weblink by visiting cityofardenhills.org and clicking on Archived Documents under Helpful Links on our main webpage. Page 1 of 1 NEW BUSINESS – 11A MEMORANDUM DATE: July 24, 2023 TO: Honorable Mayor and City Councilmembers FROM: Dave Perrault, City Administrator SUBJECT: State of the City Planning Budgeted Amount: Actual Amount: Funding Source: N/A N/A N/A Council Should Consider Council should give direction to Staff on planning for the next State of the City. Background Council discussed the State of the City event at their previous worksession, that information is attached under Attachment A. Council will need to decide on the timing of the event, it has been held in the fall the last number of years. Should Council want to hold the event in the fall, Staff will need that direction this evening to prepare and have a draft presentation ready for the August worksession. Budget Impact N/A Attachments Attachment A: SOTC Memo – July 17th Page 1 of 2 AGENDA ITEM – 3B MEMORANDUM DATE: July 17, 2023 TO: Honorable Mayor and City Councilmembers Dave Perrault, City Administrator FROM: Luke Cardona, Senior Communications Coordinator SUBJECT: State of the City Address Budgeted Amount: Actual Amount: Funding Source: $2,000 TBD EDA Fund Council Should Consider The Mayor and City Council are asked to consider the following matters regarding the State of the City Address. Background Last year the State of the City Address resumed to in-person and was held at the Boston Scientific campus. The prior two years the Address was pre-recorded and then shared online due to the COVID-19 crisis. Per the decision of Council at last month’s worksession to hold this year’s Address on a Thursday morning in September, Staff contacted both NineNorth and the Tavern Grill to confirm their availability. NineNorth requested to not hold it during the first week in September, but confirmed they are available Thursday, September 14, 21, or 28. The Tavern Grill has also confirmed they are available to host us on any of those dates. They also agreed to honor our 2018 breakfast rate of $5.00 per person. Next steps in this work session is for Council to make decisions on the following items: Discussion • Date: o Thursday, September 14 o Thursday, September 21 o Thursday, September 28 o A different date? • Time: o 7:30-9 a.m. (30 minutes to check-in/get breakfast and one hour for presentation) o A different time? Page 2 of 2 • Location: o The Tavern Grill o City Hall o Other location? • Refreshments: o If held at Tavern Grill they will provide a buffet breakfast for attendees (City billed at $5 per person) o If held at City Hall pastries and juices can be provided • Marketing & Outreach: o Newsletter promotion in July edition (save the date) as well as Aug/Sept edition (if timing allows) o Digital promotion on the City website, social media (including Facebook event), and City TV channel o Postcard mailer to local businesses • Presentation Topics & Presenters: o The presentation will be recorded by NineNorth. They will edit the recording and make it available online for others to watch after the conclusion of the live event. Based on previous topics, suggested topics include:  TCAAP Overview and Updates  Community and Commercial Development  Building Inspections  2023 Infrastructure Projects  2024 Infrastructure Projects  Public Safety Updates (Fire and Police)  City Finances Overview  2023 City Property Taxes o Council should determine if any additional topics should be included. o Council should determine which member will present on each topic listed above. o Does Council want to include speakers from any outside agencies or groups? • Questions & Answers: o How would Council like to receive and answer questions?  Live at the end of the presentation  Questions received in writing in advance A first draft of the presentation slides will be shared electronically with Council prior to the August work session. Following the August work session, Staff will work directly with the Councilmembers assigned to each topic on their scripts and talking points. The link to last year’s State of the City is below for anyone wanting reference the previous format. https://www.youtube.com/watch?v=o18uPFOki6Q&t=125s Budget Impact The budget for the State of the City is approximately $2,000. Staff estimates the total cost to hold the State of the City Address at the Tavern Grill and have it filmed by NineNorth will cost roughly $1,500. Attachments N/A