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Home My WebLink About08-14-17-RAPPROVAL OF AGENDA PUBLIC INQUIRIES/INFORMATIONAL Public inquiries/informational is an opportunity for citizens to bring to the Council ’s attention any items not currently on the agenda. In addressing the Council, please state your name and address for the record, and a brief summary of the specific item being addressed to the Council. To allow adequate time for each person wishing to address the Council, we ask that individuals limit their comments to three (3) minutes. Written documents may be distributed to the Council prior to the meeting, or as bench copies, to allow a more timely presentation. STAFF COMMENTS Rice Creek Commons (TCAAP) And Joint Development Authority (JDA) Update William S. Joynes, Sr., City Administrator MEMO.PDF County Road I/Old Highway 8 Update Sue Polka, Public Works Director/City Engineer MEMO.PDF APPROVAL OF MINUTES July 17, 2017 City Council Work Session 07 -17 -17 WS.PDF July 24, 2017 Special City Council Work Session 07 -24 -17 -SWS.PDF July 24, 2017 Regular City Council 07 -24 -17 -R.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 Dave Perrault, Interim Director of Finance and Administrative Services Ashley Bertrand, Accounting Analyst MEMO.PDF Motion To Accept Resignation Of Recreation Programmer Dave Perrault, Interim Director of Finance and Administrative Services MEMO.PDF ATTACHMENT A.PDF Motion To Approve The Emergency Purchase Of Labor And Equipment - Fire Hydrant Repair Kits Sue Polka, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.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 Under this Public Hearing section, citizens have an opportunity to discuss ideas regarding Rice Creek Commons (TCAAP) development. Please be sure to complete a "Request to Appear before City Council" form (available at the back table). Completed forms may be given to the City Clerk. Rice Creek Commons (TCAAP) Development Discussion Opportunity For Residents Mayor Grant MEMO.PDF NEW BUSINESS Authorize Request For Installation Of Stop Signs At Chatham Avenue And McCracken Lane Sue Polka, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF Adopt Resolution 2017 -022 Receiving The Feasibility Report And Calling For A Public Hearing On Improvements For The 2018 Street And Utility Improvement Project (2018 PMP) Sue Polka, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF Adopt Resolution 2017 -023 Approving Plans And Specifications And Authorizing Advertisement For Bids For The 2017 Sewer Lining Project Sue Polka, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF ATTACHMENT D.PDF UNFINISHED BUSINESS COUNCIL COMMENTS ADJOURN Mayor: David Grant Councilmembers: Brenda Holden Fran Holmes Dave McClung Steve Scott Regular City Council Agenda August 14, 2017 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. CALL TO ORDER 1. 2. 3. 3.A. Documents: 3.B. Documents: 4. 4.A. Documents: 4.B. Documents: 4.C. Documents: 5. 5.A. Documents: 5.B. Documents: 5.C. Documents: 6. 7. 7.A. Documents: 8. 8.A. Documents: 8.B. Documents: 8.C. Documents: 9. 10. APPROVAL OF AGENDAPUBLIC INQUIRIES/INFORMATIONALPublic inquiries/informational is an opportunity for citizens to bring to the Council ’s attention any items not currently on the agenda. In addressing the Council, please state your name and address for the record, and a brief summary of the specific item being addressed to the Council. To allow adequate time for each person wishing to address the Council, we ask that individuals limit their comments to three (3) minutes. Written documents may be distributed to the Council prior to the meeting, or as bench copies, to allow a more timely presentation.STAFF COMMENTSRice Creek Commons (TCAAP) And Joint Development Authority (JDA) UpdateWilliam S. Joynes, Sr., City Administrator MEMO.PDFCounty Road I/Old Highway 8 UpdateSue Polka, Public Works Director/City Engineer MEMO.PDFAPPROVAL OF MINUTESJuly 17, 2017 City Council Work Session 07 -17 -17 WS.PDF July 24, 2017 Special City Council Work Session 07 -24 -17 -SWS.PDF July 24, 2017 Regular City Council 07 -24 -17 -R.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 Dave Perrault, Interim Director of Finance and Administrative Services Ashley Bertrand, Accounting Analyst MEMO.PDF Motion To Accept Resignation Of Recreation Programmer Dave Perrault, Interim Director of Finance and Administrative Services MEMO.PDF ATTACHMENT A.PDF Motion To Approve The Emergency Purchase Of Labor And Equipment - Fire Hydrant Repair Kits Sue Polka, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.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 Under this Public Hearing section, citizens have an opportunity to discuss ideas regarding Rice Creek Commons (TCAAP) development. Please be sure to complete a "Request to Appear before City Council" form (available at the back table). Completed forms may be given to the City Clerk. Rice Creek Commons (TCAAP) Development Discussion Opportunity For Residents Mayor Grant MEMO.PDF NEW BUSINESS Authorize Request For Installation Of Stop Signs At Chatham Avenue And McCracken Lane Sue Polka, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF Adopt Resolution 2017 -022 Receiving The Feasibility Report And Calling For A Public Hearing On Improvements For The 2018 Street And Utility Improvement Project (2018 PMP) Sue Polka, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF Adopt Resolution 2017 -023 Approving Plans And Specifications And Authorizing Advertisement For Bids For The 2017 Sewer Lining Project Sue Polka, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF ATTACHMENT D.PDF UNFINISHED BUSINESS COUNCIL COMMENTS ADJOURN Mayor:David Grant Councilmembers:Brenda Holden Fran HolmesDave McClungSteve Scott Regular City Council AgendaAugust 14, 20177:00 p.m. City Hall Address:1245 W Highway 96 Arden Hills MN 55112 Phone:651 -792 -7800 Website : www.cityofardenhills.org City 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.CALL TO ORDER1.2.3.3.A.Documents:3.B.Documents:4.4.A. Documents: 4.B. Documents: 4.C. Documents: 5. 5.A. Documents: 5.B. Documents: 5.C. Documents: 6. 7. 7.A. Documents: 8. 8.A. Documents: 8.B. Documents: 8.C. Documents: 9. 10. APPROVAL OF AGENDAPUBLIC INQUIRIES/INFORMATIONALPublic inquiries/informational is an opportunity for citizens to bring to the Council ’s attention any items not currently on the agenda. In addressing the Council, please state your name and address for the record, and a brief summary of the specific item being addressed to the Council. To allow adequate time for each person wishing to address the Council, we ask that individuals limit their comments to three (3) minutes. Written documents may be distributed to the Council prior to the meeting, or as bench copies, to allow a more timely presentation.STAFF COMMENTSRice Creek Commons (TCAAP) And Joint Development Authority (JDA) UpdateWilliam S. Joynes, Sr., City Administrator MEMO.PDFCounty Road I/Old Highway 8 UpdateSue Polka, Public Works Director/City Engineer MEMO.PDFAPPROVAL OF MINUTESJuly 17, 2017 City Council Work Session07-17 -17 WS.PDFJuly 24, 2017 Special City Council Work Session07-24 -17 -SWS.PDFJuly 24, 2017 Regular City Council07-24 -17 -R.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 PayrollDave Perrault, Interim Director of Finance and Administrative ServicesAshley Bertrand, Accounting Analyst MEMO.PDFMotion To Accept Resignation Of Recreation ProgrammerDave Perrault, Interim Director of Finance and Administrative Services MEMO.PDFATTACHMENT A.PDFMotion To Approve The Emergency Purchase Of Labor And Equipment - Fire Hydrant Repair KitsSue Polka, Public Works Director/City Engineer MEMO.PDFATTACHMENT A.PDFPULLED CONSENT ITEMSThose 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 Under this Public Hearing section, citizens have an opportunity to discuss ideas regarding Rice Creek Commons (TCAAP) development. Please be sure to complete a "Request to Appear before City Council" form (available at the back table). Completed forms may be given to the City Clerk. Rice Creek Commons (TCAAP) Development Discussion Opportunity For Residents Mayor Grant MEMO.PDF NEW BUSINESS Authorize Request For Installation Of Stop Signs At Chatham Avenue And McCracken Lane Sue Polka, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF Adopt Resolution 2017 -022 Receiving The Feasibility Report And Calling For A Public Hearing On Improvements For The 2018 Street And Utility Improvement Project (2018 PMP) Sue Polka, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF Adopt Resolution 2017 -023 Approving Plans And Specifications And Authorizing Advertisement For Bids For The 2017 Sewer Lining Project Sue Polka, Public Works Director/City Engineer MEMO.PDF ATTACHMENT A.PDF ATTACHMENT B.PDF ATTACHMENT C.PDF ATTACHMENT D.PDF UNFINISHED BUSINESS COUNCIL COMMENTS ADJOURN Mayor:David Grant Councilmembers:Brenda Holden Fran HolmesDave McClungSteve Scott Regular City Council AgendaAugust 14, 20177:00 p.m. City Hall Address:1245 W Highway 96 Arden Hills MN 55112 Phone:651 -792 -7800 Website : www.cityofardenhills.org City 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.CALL TO ORDER1.2.3.3.A.Documents:3.B.Documents:4.4.A.Documents:4.B.Documents:4.C.Documents:5.5.A.Documents:5.B.Documents:5.C.Documents:6. 7. 7.A. Documents: 8. 8.A. Documents: 8.B. Documents: 8.C. Documents: 9. 10. APPROVAL OF AGENDAPUBLIC INQUIRIES/INFORMATIONALPublic inquiries/informational is an opportunity for citizens to bring to the Council ’s attention any items not currently on the agenda. In addressing the Council, please state your name and address for the record, and a brief summary of the specific item being addressed to the Council. To allow adequate time for each person wishing to address the Council, we ask that individuals limit their comments to three (3) minutes. Written documents may be distributed to the Council prior to the meeting, or as bench copies, to allow a more timely presentation.STAFF COMMENTSRice Creek Commons (TCAAP) And Joint Development Authority (JDA) UpdateWilliam S. Joynes, Sr., City Administrator MEMO.PDFCounty Road I/Old Highway 8 UpdateSue Polka, Public Works Director/City Engineer MEMO.PDFAPPROVAL OF MINUTESJuly 17, 2017 City Council Work Session07-17 -17 WS.PDFJuly 24, 2017 Special City Council Work Session07-24 -17 -SWS.PDFJuly 24, 2017 Regular City Council07-24 -17 -R.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 PayrollDave Perrault, Interim Director of Finance and Administrative ServicesAshley Bertrand, Accounting Analyst MEMO.PDFMotion To Accept Resignation Of Recreation ProgrammerDave Perrault, Interim Director of Finance and Administrative Services MEMO.PDFATTACHMENT A.PDFMotion To Approve The Emergency Purchase Of Labor And Equipment - Fire Hydrant Repair KitsSue Polka, Public Works Director/City Engineer MEMO.PDFATTACHMENT A.PDFPULLED CONSENT ITEMSThose 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 HEARINGSUnder this Public Hearing section, citizens have an opportunity to discuss ideas regarding Rice Creek Commons (TCAAP) development. Please be sure to complete a "Request to Appear before City Council" form (available at the back table). Completed forms may be given to the City Clerk. Rice Creek Commons (TCAAP) Development Discussion Opportunity For ResidentsMayor Grant MEMO.PDFNEW BUSINESSAuthorize Request For Installation Of Stop Signs At Chatham Avenue And McCracken LaneSue Polka, Public Works Director/City Engineer MEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFAdopt Resolution 2017 -022 Receiving The Feasibility Report And Calling For A Public Hearing On Improvements For The 2018 Street And Utility Improvement Project (2018 PMP)Sue Polka, Public Works Director/City Engineer MEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFAdopt Resolution 2017 -023 Approving Plans And Specifications And Authorizing Advertisement For Bids For The 2017 Sewer Lining ProjectSue Polka, Public Works Director/City Engineer MEMO.PDFATTACHMENT A.PDFATTACHMENT B.PDFATTACHMENT C.PDFATTACHMENT D.PDFUNFINISHED BUSINESS COUNCIL COMMENTS ADJOURN Mayor:David Grant Councilmembers:Brenda Holden Fran HolmesDave McClungSteve Scott Regular City Council AgendaAugust 14, 20177:00 p.m. City Hall Address:1245 W Highway 96 Arden Hills MN 55112 Phone:651 -792 -7800 Website : www.cityofardenhills.org City 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.CALL TO ORDER1.2.3.3.A.Documents:3.B.Documents:4.4.A.Documents:4.B.Documents:4.C.Documents:5.5.A.Documents:5.B.Documents:5.C.Documents:6.7.7.A.Documents:8.8.A.Documents:8.B.Documents:8.C.Documents:9. 10. Page 1 of 1 STAFF COMMENTS –3A MEMORANDUM DATE:August 14, 2017 TO:Honorable Mayor and City Councilmembers FROM:William S. Joynes, Sr., City Administrator SUBJECT:Rice Creek Commons (TCAAP) and Joint Development Authority (JDA) Update A verbal update will be provided at the City Council meeting. Page 1 of 1 DATE: August 14, 2017 TO: Honorable Mayor and City Councilmembers William S. Joynes, Sr., City Administrator FROM: Sue Polka, Public Works Director/City Engineer SUBJECT: County Road I/Old Highway 8 and Old Snelling Bridge Updates A verbal update will be provided at the City Council meeting. STAFF COMMENTS –3B MEMORANDUM Approved: August 14, 2017 CITY OF ARDEN HILLS, MINNESOTA CITY COUNCIL WORK SESSION JULY 17, 2017 5:00 P.M. - 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 Work Session at 5:03 p.m. Present: Mayor David Grant, Councilmembers Fran Holmes, Dave McClung and Steve Scott Absent: Councilmember Brenda Holden Also present: City Administrator William Joynes, Public Works Director/City Engineer Sue Polka, Interim Director of Finance and Admin Services Dave Perrault, Senior Planner Matthew Bachler, and Deputy Clerk Jolene Trauba 1.AGENDA ITEMS A. STATE FAIR PARKING Mayor David Grant stated that that Attachment B in the agenda packet has the No Parking proposed areas for this year, which is the same as where we placed the signs last year. He felt we could implement the same plan again for this year’s State Fair. Public Works Director/City Engineer Sue Polka noted that it did not need to go before a regular Council meeting as they can designate the City Administrator to approve temporary no parking and he can approve additional signage if necessary. B. SIMPLE RECYCLING Mayor Grant mentioned that our legal department wanted the contract with Simple Recycling be set for four years instead of 5. Senior Planner Matthew Bachler noted that Simple Recycling can start the service in eight to 12 weeks after approval, and the contract could be brought forward to the July 24, 2017 City Council meeting. Councilmember Steve Scott pointed out a typo on page 8 of the contract which will be corrected. ARDEN HILLS CITY COUNCIL WORK SESSION – JULY 17, 2017 2 C. PRELIMINARY GENERAL FUND BUDGET Interim Director of Finance and Admin Services Dave Perrault presented a PowerPoint outlining the Preliminary General Fund Budget. Discussed were the Overall Budget Summary, Budget Assumptions, Revenues, Expenditures, Staffing and the General Fund Balance. It was noted that Ramsey County will be giving us final property tax information in mid-August which could change this projected budget. Councilmember Dave McClung arrived at 5:23 p.m. A Special Work Session will be scheduled for late August or early September to discuss the General Fund Budget after tax information is available from the County. D. BUDGET AMENDMENT Mayor Grant noted that it will be important to have the final numbers from Ramsey County before making a decision on the Budget Amendment. 2. COUNCIL/STAFF COMMENTS Councilmember McClung said he will not be at the Volunteer Appreciation Picnic on July 18 but thanked the volunteers for their service. Councilmember Scott said he will be at the picnic on July 18. Councilmember Fran Holmes would like to see more information from the Ramsey County Sheriff’s Department regarding incidents in Arden Hills. City Administrator William Joynes said that the new Communications Coordinator may be able to help gather information from the Sheriff’s Department. Mayor Grant noted that Old Hwy 8 (Thumb Road) in TCAAP is being built as a 3 lane road and we have a full time inspector there. He asked for an update on the Old Snelling trail. Public Works Director/City Engineer Polka said we are working on the portion north of Bethel and a preliminary design should be available in August for the trail along E2 and the portion of Old Snelling Trail north of Bethel Drive. Bidding should take place in January 2018. ADJOURN Mayor Grant adjourned the City Council Work Session at 6:03 p.m. __________________________ __________________________ Jolene Trauba David Grant Deputy Clerk Mayor Approved: August 14, 2017 CITY OF ARDEN HILLS, MINNESOTA SPECIAL CITY COUNCIL WORK SESSION JULY 24, 2017 6:30 P.M. - ARDEN HILLS CITY HALL CALL TO ORDER/ROLL CALL Pursuant to due call and notice thereof, Mayor Grant called to order the City Council Special Work Session at 6:30 p.m. Present: Mayor David Grant, Councilmembers Fran Holmes, Dave McClung and Steve Scott Absent: Councilmember Brenda Holden (excused) Also present: City Administrator William Joynes; Public Works Director/City Engineer Sue Polka; Senior Planner Matthew Bachler; City Attorney Joel Jamnik; and City Clerk Julie Hanson 1. AGENDA ITEMS A. RIGHT OF WAY ORDINANCE AMENDMENT Public Works Director/City Engineer Polka stated that the 2017 State legislature passed a bill allowing placement of small cell wireless equipment in the right-of-way. She said that in order for the City to regulate this equipment, an amendment to City Code would be necessary. She also stated that City Attorney Joel Jamnik had drafted language amending current City Code and a handout from the League of Minnesota Cities had been provided to the Council regarding the new law. Mayor Grant asked how far the small cell towers could reach. City Attorney Jamnik stated there is no firm answer to that question. He said that while the technology has already been in use in airports, it will be quite different for residential areas which vary due to geography, topography, and housing styles. He stated that as technology increases, small cell towers will become more prominent. City Attorney Jamnik said that issues with the new law include that it grants cell companies access, does not allow moratoriums, and was effective in May 2017, so the City does not have time to study the law or to “take a step back”. He also said it is expected that refinements to the law will take place in the future and noted the League of Minnesota Cities considered providing a model ordinance. He indicated the League decided against providing a model ordinance but ARDEN HILLS CITY COUNCIL SPECIAL WORK SESSION – JUNE 26, 2017 2 instead recommends each city amend its ordinance based on how the statute was drafted. The idea was to integrate amendments to Chapter 237 within a city’s current ordinance. City Attorney Jamnik stated that AT&T has requested the opportunity to review ordinances for compliance in several other jurisdictions. He said that cell providers want to standardize the system even more than the current legislation requires if they can with a simple single formula; therefore, this is why they are scrutinizing ordinance amendments. He then said that the good news is the cell providers appear to have taken a step back and are not pressing for construction plans or approvals quite yet. Mayor Grant asked if the City should move forward and change its ordinance now, noting this amendment would enable TCAAP to use the small cell tower convenience as a selling point. City Attorney Jamnik stated there are inconsistencies in the new bill which result in the need for amendments to Arden Hills’ ordinance. He stated that pursuing the amendment as soon as possible is recommended. Mayor Grant asked about the timeline for amending the ordinance. City Attorney Jamnik noted that after August 1, 2017, a 10-day notice period will be required for any ordinance amendment. He stated the current draft was not in adoption form and asked if the Council wanted to consider requiring a Conditional Use Permit (CUP) for residential zoned areas. He mentioned the importance of educating residents regarding a CUP and stated that some cities are debating whether or not to have standards regarding installation without requiring a separate land use approval process. City Administrator Joynes stated that this topic could be controversial for residents and that a public hearing is likely warranted. City Attorney Jamnik agreed that the City did not need to rush to place this on its next agenda. He said the 10-day notice requirement would be satisfied by putting a notice on the City’s website and posting a notice on the bulletin board at City Hall. A discussion ensued about the need to amend the fee schedule, options for locations of the small cell towers, and the possibility of requiring a conditional use permit. Councilmember Holmes expressed concern about the locations of the small cell towers. Councilmember McClung stated that a public hearing would allow the Council to educate the residents and he was in favor of this. City Attorney Jamnik stated the Council has time to decide if they want to impose conditions on right-of-way permits related to this matter. The Council agreed to hold a public hearing which gives staff time to work on the ordinance amendment and incorporate the necessary fees into the City’s fee ordinance. 2. COUNCIL/STAFF COMMENTS ARDEN HILLS CITY COUNCIL SPECIAL WORK SESSION – JUNE 26, 2017 3 Councilmember McClung asked for an update from Fish and Wildlife about the process at Round Lake. Public Works Director/City Engineer Polka stated she would follow up regarding this. ADJOURN Mayor Grant adjourned the Special City Council Work Session at 6:55 p.m. __________________________ __________________________ Julie Hanson David Grant City Clerk Mayor Approved: August 14, 2017 CITY OF ARDEN HILLS, MINNESOTA REGULAR CITY COUNCIL MEETING JULY 24, 2017 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 Fran Holmes, Dave McClung and Steve Scott Absent: Councilmember Brenda Holden (excused) Also present: City Administrator Bill Joynes; Public Works Director/City Engineer Sue Polka; Senior Planner Matthew Bachler; Interim Director of Finance and Administrative Services Dave Perrault; and City Clerk Julie Hanson PLEDGE OF ALLEGIANCE 1. APPROVAL OF AGENDA Councilmember Scott requested Item 6E be pulled from the Consent Agenda for discussion as Item 7A. Mayor Grant explained if this item was pulled from the Consent Agenda no public comment could be made during the Public Inquiries portion of the meeting. Councilmember Scott withdrew his request. MOTION: Councilmember McClung moved and Councilmember Holmes seconded a motion to approve the meeting agenda as presented. The motion carried unanimously (4-0). 2. PUBLIC INQUIRIES/INFORMATIONAL Julie Gronquist, 1932 County Road E W, stated she has been a business owner in Arden Hills for the past 17 years and expressed concern with adding SSO to the compost site. She feared this would increase the odor already coming from the site and would draw animals to the area. She ARDEN HILLS CITY COUNCIL – JULY 24, 2017 2 suggested the other six County yard waste sites be used for SSO and not Tony Schmidt Regional Park. She believed not enough residents were notified regarding this proposed change. She recommended action on this item be delayed and that a traffic study should be completed. She stated she wanted Tony Schmidt Regional Park to be a place for families and recreation, not a place for garbage. She suggested the County pursue other viable options. Richard Wenzel, 1931 Noble Road, questioned how much more tax money residents should have to pay for SSO. He believed the organics collection would bring in vermin and animals that feed on vermin. He feared the odor from the site would be increased along with pesky insects. He recommended the Council consider collecting SSO at City Hall if the collection was so environmentally friendly. He stated none of the residents around the compost site supported SSO collection. Loren Lemke, 1888 West County Road E W, stated he has lived at his home in Arden Hills for over 60 years. He explained that the open space being used for composting was to remain greenspace to be enjoyed by Arden Hills’ residents. He recommended the City pursue another location for the SSO and composting site. He then commented on Ordinance 214 and stated composting was not allowed on City Open Space. Jan Boettger, 1894 County Road E W, explained she has constant traffic along her roadway heading to the compost site. She reported she has to clean branches from this roadway that are dropped by passing traffic. She expressed concern with the type of animals and odors that would be coming from the compost site if SSO was allowed. She indicated she moved to Arden Hills in 2014 and was told the Ramsey County Open Space across her street would not be developed. Bobbi Jo Wells, 1880 County Road E W, stated she was new to the community. She questioned how the City would police the items that were brought into the SSO. She anticipated that vermin and other animals would be drawn to the SSO site and believed this would become a concern for the neighbors closest to the site. 3. PUBLIC PRESENTATIONS A. Twin Cities North Chamber of Commerce John Connelly, President of the Twin Cities North Chamber of Commerce, introduced himself to the Council, stating he had 25 years of history in the tourism industry. He explained he appreciated the tour of Arden Hills he received by City staff. He provided the City Council with a handout and described the great work being completed by the Twin Cities North Chamber of Commerce. He stated he was excited to be working with the Chamber and to be working with the Arden Hills City Council. Mayor Grant thanked Mr. Connelly for his presentation and for engaging commerce in the Twin Cities North area. 4. STAFF COMMENTS A. Rice Creek Commons (TCAAP) and Joint Development Authority (JDA) Update ARDEN HILLS CITY COUNCIL – JULY 24, 2017 3 City Administrator Joynes provided an update on TCAAP stating there was a July 31 deadline for Ramsey County and Alatus to come to an agreement for the purchase and transfer of property. He stated staff was waiting to hear more in the coming week. He explained he would be meeting with architects Hammel, Green and Abrahamson to start work evaluating City Hall and Public Works activities. B. County Road I/Old Highway 8 and Old Snelling Bridge Update Public Works Director/City Engineer Polka reported construction continues at Old Highway 8. She indicated sanitary sewer and water mains are being installed. Public Works Director/City Engineer Polka stated the City would be receiving funding for the Old Snelling Bridge. She explained it would be advantageous for the City to complete the roadway and bridge in 2019. C. Night to Unite Update City Clerk Hanson stated the 2017 Night to Unite will be held Tuesday, August 1 from 5:00 to 9:00 p.m. Anyone interested in hosting an event was encouraged to register their party with the Ramsey County Sheriff’s Office by Friday, July 14, 2017. However, interested parties may still register their party but are not guaranteed a visit by local representatives, though they will do their best to accommodate all. City Clerk Hanson explained Night to Unite information can be found on the Ramsey County Sheriff’s Office website or by calling the Crime Prevention Unit at 651-266-7339. There is also a link to this information on the City’s website. As of Wednesday, July 19, twenty-three (23) hosts had registered their event. A list of those participating in Night to Unite would be provided to the City Council when it became available. The Ramsey County Sheriff’s Office asked the Mayor and City Councilmembers to sign a Night to Unite 2017 Proclamation. 5. APPROVAL OF MINUTES A. June 26, 2017 Special City Council Work Session B. June 26, 2017 Regular City Council C. July 10, 2017 Regular City Council Councilmember Holmes requested a change to the July 10, 2017, City Council minutes on Page 2, noting there was an error regarding the Jason Isaacson discussion stating Councilmember Holden made that comment. MOTION: Councilmember McClung moved and Councilmember Holmes seconded a motion to approve the June 26, 2017, Special City Council Work Session meeting minutes, June 26, 2017, Regular City Council meeting minutes; and July 10, 2017, Regular City Council meeting minutes as amended. The motion carried unanimously (4-0). 6. CONSENT CALENDAR ARDEN HILLS CITY COUNCIL – JULY 24, 2017 4 A. Motion to Approve Consent Agenda Item - Claims and Payroll B. Motion to Approve 2nd Quarter Financials C. Motion to Appoint Dave Perrault as Staff Liaison to the Joint Development Authority (JDA) D. Motion to Accept Resignation of Sue Iverson E. Motion to Approve Planning Case 17-015 – 1761 Lake Johanna Boulevard (Tony Schmidt Regional Park) – Ramsey County – Conditional Use Permit F. Motion to Approve Resolution No. 2017-019 – Planning Case 17-017 – 3420 Fairview Avenue and 3417 Lake Johanna Boulevard – Minor Subdivision and Variance G. Motion to Approve Resolution No. 2017-020 – Services Agreement with Great Lakes Recycling, Inc. for Collection of Soft Recyclables MOTION: Councilmember McClung moved and Councilmember Holmes seconded a motion to approve the Consent Calendar as presented and to authorize execution of all necessary documents contained therein. The motion carried 3- 1 (Scott opposed). 7. PULLED CONSENT ITEMS None. 8. PUBLIC HEARINGS None. 9. NEW BUSINESS A. Resolution 2017-021 – 2017 Seal Coat Project – Approve Plans and Specs and Authorize Ad for Bids Public Works Director/City Engineer Polka reported the 2017 Street Budget has an item in the amount of $150,000 for street seal coating and resurfacing. This year the staff recommendation was to spend the majority of the budget on seal coating and crack sealing with a portion of the funds used for bituminous patching and crack sealing. The total length to be seal coated was approximately 2.5 miles. Staff estimated the expense for this project would be $130,000. MOTION: Councilmember McClung moved and Councilmember Holmes seconded a motion to adopt Resolution #2017-021 Approving Plans and Specifications and Authorizing Advertisement for bids for the 2017 Seal Coat Contract. The motion carried (4-0). B. Perry Park – Approve Scope of Services for Park Planning and Grant Application Assistance – WSB & Associates Public Works Director/City Engineer Polka reported in the past, the MN Department of Natural Resources had matching grant funding available for park improvements. In addition, staff ARDEN HILLS CITY COUNCIL – JULY 24, 2017 5 would like to identify improvements in Perry Park that can be included in future CIP or as staff maintenance projects. Improvements could be range from resurfacing the parking lot to improving the dog park to creating accessibility improvements. Community engagement is an important element in the planning process. The result of this planning process would provide useful information for the City to use in applying for grant funding. WSB provided a scope of work and fee which was summarized as follows: • Scope of Services A – Park Planning - $10,846 • Scope of Services B (optional) - Grant Application Assistance - $5,000 Mayor Grant questioned what benefit the City would see from the grant writing assistance. Public Works Director/City Engineer Polka explained the City received a grant in the amount of $150,000 last year. Councilmember McClung was pleased that the City would be gaining information on how to complete the master park planning process. He stated he supported this investment in the City. Councilmember Holmes believed this item was a solution looking for a problem. She questioned how the City would provide matching funds for the $150,000 grant for Perry Park. She supported this item being further discussed at a future worksession meeting. Public Works Director/City Engineer Polka clarified the report would assist the City in deciding what improvements should be completed and noted the grant amount could be reduced based on the findings within the report. Councilmember Holmes stated she did like the idea of staff being trained for grant writing. She did not understand why the Council was focusing its efforts on Perry Park. Mayor Grant commented that the grant funding could be used on another park and not just Perry Park. Public Works Director/City Engineer Polka stated this was the case. She apologized if she misunderstood the Council, but she believed, based on previous discussions of the City Council, staff was directed to look more at Perry Park than Hazelnut Park. Councilmember Holmes recommended this item be tabled to allow the Council more time to discuss this item at a future CIP worksession meeting. Mayor Grant requested further information on the timing of the grant funding. Public Works Director/City Engineer Polka explained there were no pressing deadlines at this time and noted the grant applications were not due until March or April. She indicated the Council could move this item to a worksession to allow for more discussion. City Administrator Joynes anticipated the Council would be able to address this matter in September or October. ARDEN HILLS CITY COUNCIL – JULY 24, 2017 6 Mayor Grant asked who from WSB and Associates would be working on this project. Public Works Director/City Engineer Polka stated Jason Amberg of WSB and Associates would be supervising and the project manager would be Steven Foss. Councilmember Scott explained he supported the City training staff members in grant writing in order to assist the City in completing future park projects. MOTION: Councilmember Holmes moved to table action on the WSB park planning and grant application assistance for Perry Park to the anticipated September 11, 2017 worksession. The motion carried (4-0). C. Resolution No. 2017-018 - Planning Case 17-016 – 1224 Amble Road – Minor Subdivision Senior Planner Bachler stated the applicant had requested a Minor Subdivision to allow for the subdivision of a single parcel located at 1224 Amble Road into two parcels (Parcel A and Parcel B). The property currently includes an existing single-family dwelling and an accessory shed that would be located on the proposed Parcel A. No additional improvements are proposed for Parcel A at this time. Parcel B is expected to be sold for the development of a new single-family home. A drainage and utility easement was proposed along the side property lines of each parcel (6 feet) and along the front and rear property lines of each parcel (12 feet). Senior Planner Bachler indicated the proposed Parcel A and Parcel B meet the minimum lot area and dimension requirements for the R-1 District. Parcel B could be developed with a single-family dwelling and meet the R-1 District structure setback and lot coverage requirements. Senior Planner Bachler explained the Subdivision Ordinance requires developers of subdivisions to dedicate to the public a reasonable percentage of the tract to be developed. Section 1130.08, Subd. 3 of the Subdivision Ordinance requires land dedication or a park development fee to meet the minimum needs for parks, trails, and open space resulting from a development. Senior Planner Bachler stated for residential subdivisions that results in new dwelling units of less than 2.5 units per acre, applicants are required to dedicate ten percent of the buildable land area in the subdivision or pay a park dedication fee of $6,500 per residential unit. Ten percent of the development would be 0.19 acres which would not allow for a feasible park area. The recommendation from the Planning Commission includes a condition of approval that a park development fee of $6,500 be paid as part of the Building Permit application for Parcel B. Senior Planner Bachler reported at the Planning Commission meeting on July 5, 2017, the applicant requested that the City consider waiving the park dedication requirement. The Planning Commission advised the applicant that this issue would need to be addressed by the City Council. The applicant provided a letter requesting a waiver of the park dedication fee. Senior Planner Bachler commented the Planning Commission offered the following findings of fact for consideration: ARDEN HILLS CITY COUNCIL – JULY 24, 2017 7 1. The property at 1224 Amble Road is located in the LDR – Low Density Residential Land Use District and the R-1 Single Family Residential Zoning District. 2. The applicant has submitted an application for a Minor Subdivision to split the existing property into two (2) lots. 3. The property is properly guided and zoned for the development of an additional single family dwelling. 4. The request proposes to use the property in a reasonable manner as a single-family dwelling. 5. The owner of the platted lot to be divided has filed with the zoning administrator a registered land survey of the lot to be divided. 6. The parcels resulting from the division meet all of the minimum requirements specified for the R-1 District. 7. The proposed division will not be detrimental to the public welfare or injurious to adjacent tracts in the area in which the subdivision tract is located. Senior Planner Bachler indicated a full evaluation of Planning Case 17-016 was presented to the Planning Commission at their regular meeting on July 5, 2017. The Planning Commission voted 5-0 to recommend that the City Council approve the proposed Minor Subdivision. The Planning Commission recommended approval of Planning Case 17-016 for a Minor Subdivision at 1224 Amble Road, based on the findings of fact and submitted plans in the July 24, 2017, Report to the City Council, as amended by the following seven conditions: 1. The applicant shall record the Minor Subdivision with Ramsey County and a copy shall be provided to the City within 180 days of the City’s approval. 2. The applicant shall record the drainage and utility easements as shown on the submitted survey with Ramsey County and a copy shall be provided to the City within 180 days of the City’s approval. 3. The park dedication fee of $6,500 shall be due at the time of Building Permit application. 4. Monument stakes shall be installed to demarcate the property line between Parcel A and Parcel B. 5. A Building Permit shall be required for the new dwelling on Parcel B. 6. A Tree Preservation Plan shall be required as part of the Building Permit application for the new dwelling on Parcel B. 7. Any extension of City services for Parcel B shall subject to approval by the City Engineer and all associated costs shall be the responsibility of the applicant. Mayor Grant asked if Park Dedication fees were charged throughout the metro area. Senior Planner Bachler reported Park Dedication fees were a common tool used by all cities. He provided further comment on the City’s Park Dedication fee. Mayor Grant requested further information on the City’s recent lot splits. Senior Planner Bachler explained the City has only had one request for a minor subdivision at 1401 County Road E in recent years. He indicated the last lot splits were completed in 2005-06 and noted Park Dedication fees were charged in each case based on the land value and ranged from $3,797 to $6,276 per lot. ARDEN HILLS CITY COUNCIL – JULY 24, 2017 8 Mayor Grant noted the City was suggesting a Park Dedication fee of $6,500 for this Minor Subdivision. Senior Planner Bachler reported this was the case. He provided further comment on the fees charged by the City for the Minor Subdivision. MOTION: Councilmember Holmes moved and Councilmember McClung seconded a motion to approve Planning Case 17-016 for a Minor Subdivision at 1224 Amble Road, based on the findings of fact and the submitted plans, as amended by the seven (7) conditions in the July 24, 2017, Report to the City Council. Mayor Grant requested comment from Councilmember Holmes due to the fact she served as the Planning Commission liaison. Councilmember Holmes explained the Planning Commission discussed the proposed lot sizes and understood the applicant was concerned about the Park Dedication fee. She noted the Planning Commission believed it was proper to apply the Park Dedication fee and the case was approved unanimously. The motion carried (4-0). 10. UNFINISHED BUSINESS None. 11. COUNCIL COMMENTS Councilmember Scott stated last Tuesday he attended the Commission Appreciation BBQ. He thanked the community members that assisted Bob Mullen, a retired master gardener from the U of M, for their efforts in revitalizing Floral Park. He indicated the work in the park was quite remarkable. Councilmember Scott indicated a Penny Carnival would be held at Perry Park on Friday, July 28, 2017, at 1:00 p.m. Councilmember Scott noted the second annual Bark and Rec event would be held at Perry Park on Saturday, July 29, 2017, at 1:00 p.m. Councilmember Holmes stated on Wednesday, July 26, 2017, she would be meeting with Sara Knoll and some representatives from GreenStep Cities. She explained she would report back to the City Council in the future regarding the meeting. Councilmember Holmes stated on Wednesday, August 9, 2017, she would be attending the Planning Commission meeting and noted a new member would be appointed to the group. ARDEN HILLS CITY COUNCIL – JULY 24, 2017 9 Councilmember McClung understood there was a problem with the current cable casting of this meeting and encouraged staff to investigate this further. Mayor Grant reported he attended the Commission Appreciation picnic and was pleased by the turnout at the event. He thanked the local bluegrass group that played music throughout the picnic. City Administrator Joynes stated the Ramsey County Sheriff’s Department was currently negotiating with the City of Falcon Heights for policing services. He reported one of the options was for Falcon Heights to join the joint contract group. ADJOURN MOTION: Councilmember McClung moved and Councilmember Holmes seconded a motion to adjourn. The motion carried unanimously (4-0). Mayor Grant adjourned the Regular City Council Meeting at 8:14 p.m. __________________________ __________________________ Julie Hanson David Grant City Clerk Mayor Page 1 of 1 DATE: August 14, 2017 TO: Honorable Mayor and City Council Members William S. Joynes, Sr., City Administrator FROM: Dave Perrault, Interim Director of Finance & Administrative Services Ashley Bertrand, Accounting Analyst SUBJECT: Claims & Payroll Council Should Consider the Following Options: A. Approve Claims and Payroll or B. Reject Claims and Payroll Supporting Documents: Payroll 2017 Payroll #15 .................................................................................... $ 78,414.39 Total Payroll $ 87,865.28 Accounts Payable Claims Through 8/4/2017 Paid Claims (Check No 0 Sales Tax) ..................................................... $ 65.00 Paid Claims (Check No 46792-Check No 46841) ................................. $ 283,471.44 Paid Claims (Check No 0 ACH) ............................................................ $ 101,585.50 Total Accounts Payable $ 385,121.94 Total Claims $ 463,536.33 CONSENT ITEM 5A MEMORANDUM CITY OF ARDEN HILLS PAYROLL # 15 CHECKS DATED: 07/28/17 Biweekly: 07/08/17 - 07/21/17 EMPLOYEE DEDUCTIONS AMT.Payment Method FIT 6,155.06 EFT SIT 2,537.39 EFT FICA Oasdi 4,092.13 EFT FICA Medicare 957.02 EFT TOTAL TAXES 13,741.60 Health Premium 2,316.65 A/P Check* Dental Premium A/P Check* FSA Health Care Reimb. 145.83 A/P Check* FSA Dependent Care Reimb. 208.33 A/P Check* TOTAL FLEXIBLE SPENDING 2,670.81 HSA Health Saving 677.17 Health Care Savings Plan EFT Health Care Savings Plan-2% 215.77 EFT Health Care Savings Plan-4% 381.72 EFT TOTAL HEALTH SAVINGS 1,274.66 PERA 3,471.09 EFT ICMA 730.20 EFT Central Pension Fund-Union 537.60 A/P Check* MN State Retirement System 873.30 EFT TOTAL RETIREMENT 5,612.19 IUOE 49 Dues (Union) 120.50 A/P Check* LTD/STD Insurance 0.00 A/P Check* PERA Life Insurance 40.00 A/P Check* Life/Addl/Dep Life 83.00 A/P Check* UNUM 42.55 A/P Check* AFLAC 191.58 EFT Avesis-Vision Care 5.70 A/P Check* TOTAL VOLUNTARY 483.33 Total Employee Deductions 23,782.59 Net Payroll 778.99 Direct Deposit 45,577.53 EFT Gross Payroll Tie-Out 70,139.11 STD/LTD Gross - Up Plus City Paid Benefit 9,054.27 ICMA Benefit Held 0.00 TOTAL PAYROLL COST 78,414.39 FICA TIE-OUT Gross Payroll 70,139.11 Less Total FSA 2,670.81 Plus Employer Match ICMA 0.00 Plus ICMA Benefit Held 0.00 Net P/R Subject to FICA 67,468.30 FICA Oasdi @ 6.20% 4,092.13 FICA Medicare @ 1.45% 957.02 Note: Federal and State Payroll Tax obligations are satisfied by means of utilizing the "Taxtel" Electronic Tax Deposit Service. Trans- fers are typically made two business 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. 5,049.15 CITY BENEFIT 4,092.13 957.02 0.00 0.00 0.00 0.00 0.00 0.00 4,005.12 0.00 4,005.12 0.00 1 Ashley Bertrand From:MN Revenue e-Services [eservices.mdor@state.mn.us] Sent:Monday, July 17, 2017 3:41 PM To:Ashley Bertrand Subject:Your Recent Return Request This email is an automated notification and is unable to receive replies. Sales and Use Tax - Return Submitted Thank you, your request has been submitted. Please allow 3 business days for your return to appear online. Please allow 3 business days from 17-Jul-2017 for your payment to appear online. You can change or cancel this request until 5:00 p.m. Central time. Confirmation Summary Submitted Date and Time: 17-Jul-2017 3:40:19 PM Legal Name: ARDEN HILLS CITY OF Federal Employer ID: 41-6008992 User Who Submitted: Accounting Analyst Type of Request Submitted: Return and payment request Account Name: ARDEN HILLS CITY OF Minnesota ID: 9047998 Return Summary Return Confirmation Number: 1-542-311-744 Account Type: Sales & Use Tax Filing Period: 30-Jun-2017 Projected Amount/Credit Due: $65.00 Payment Summary Account Type: Sales & Use Tax Filing Period: 30-Jun-2017 Payment Amount: $65.00 Payment Date: 17-Jul-2017 Bank Name: US BANK NA Bank Account Number: ********9377 Contact Us If you need further assistance, contact our Sales and Use Tax Division at 651-296-6181, (toll-free) 800-657-3777, or (email) SalesUse.Tax@state.mn.us. Business hours are 8:00 a.m. - 4:30 p.m. Monday - Friday. How to View and Print this Request You can see copies of your requests by going into your History in the Activity Center. 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Accounts Payable User: Printed: ashley.bertrand 8/8/2017 12:31 PM Checks by Date - Detail by Check Date Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 0285 Xcel Energy 07/20/2017ACH 552030080 May/June 17 Expenses May/June 17 Expenses 1,709.99 552030080 May/June 17 Expenses May/June 17 Expenses 971.41 552030080 May/June 17 Expenses May/June 17 Expenses 418.93 552030080 May/June 17 Expenses May/June 17 Expenses 1,364.68 552030080 May/June 17 Expenses May/June 17 Expenses 405.21 4,870.22Total for this ACH Check for Vendor 0285: 0292 Oxygen Service Company, Inc.07/20/2017ACH 03376848 June 17 Rental June 17 Rental 20.40 20.40Total for this ACH Check for Vendor 0292: 0298 Pitney Bowes-Meter Service 07/20/2017ACH 3101392397 May-July 17 Lease May-July 17 Lease 1,241.34 1,241.34Total for this ACH Check for Vendor 0298: 0478 Truck Utilities Mfg. Company 07/20/2017ACH 0312487 PW Expenses PW Expenses 727.00 727.00Total for this ACH Check for Vendor 0478: 0638 Bro-Tex, Inc 07/20/2017ACH 494186 PW Expenses PW Expenses 445.92 445.92Total for this ACH Check for Vendor 0638: 0772 ESS Brothers & Sons, Inc.07/20/2017ACH XX3828 PW Expenses PW Expenses 864.00 864.00Total for this ACH Check for Vendor 0772: 0823 David Scherbel 07/20/2017ACH 07192017-DS July 17 Mileage Reimbursement July 17 Mileage Reimbursement 218.27 218.27Total for this ACH Check for Vendor 0823: 1252 Campbell Knutson - Attorneys at Law 07/20/2017ACH 3231G-0617 June 17 Legal Expenses June 17 Legal Expenses 571.01 3231G-0617 June 17 Legal Expenses June 17 Legal Expenses 300.00 3231G-0617 June 17 Legal Expenses June 17 Legal Expenses 600.00 3231G-0617 June 17 Legal Expenses June 17 Legal Expenses 750.00 3231G-0617 June 17 Legal Expenses June 17 Legal Expenses 150.00 2,371.01Total for this ACH Check for Vendor 1252: 2112 Parker, Ashley 07/20/2017ACH 07202017-AP July 17 Expense Report 8.35 07202017-AP July 17 Expense Report July 17 Expense Report 20.00 Page 1AP Checks by Date - Detail by Check Date (8/8/2017 12:31 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 28.35Total for this ACH Check for Vendor 2112: 2851 McClellan Sales Inc 07/20/2017ACH 00076460 PW Expenses PW Expenses 99.50 99.50Total for this ACH Check for Vendor 2851: 5180 Tessman Seed Co.07/20/2017ACH S256126-IN Parks Expenses Parks Expenses 131.11 131.11Total for this ACH Check for Vendor 5180: 5596 Jamar Company 07/20/2017ACH 482288 PW Expenses PW Expenses 74.00 74.00Total for this ACH Check for Vendor 5596: 6515 Ward, Rob 07/20/2017ACH 07182017-RW July 17 Mileage Reimbursement July 17 Mileage Reimbursement 185.11 185.11Total for this ACH Check for Vendor 6515: 7501 Kelly & Lemmons, P.A.07/20/2017ACH 47308 Jun 17 Prosecution Jun 17 Prosecution 1,709.85 1,709.85Total for this ACH Check for Vendor 7501: 7506 Presbyterian Homes of Arden Hills, LLC 07/20/2017ACH 07202017-PH TIF Payment TIF Payment 91,798.82 91,798.82Total for this ACH Check for Vendor 7506: LACI Sports Unlimited 07/20/2017ACH 06292017-SU Mini Sport Camp Mini Sport Camp 438.00 438.00Total for this ACH Check for Vendor LACI: 0600 315800-NCPERS Minnesota 07/20/201746792 3158717 June 17 Payroll Deductions June 17 Payroll Deductions 64.00 64.00Total for Check Number 46792: 2849 All State Companies, Inc 07/20/201746793 334 2015 PMP 2015 PMP 3,100.00 3,100.00Total for Check Number 46793: 0337 D-Rock Center Landscape Supply 07/20/201746794 4441 Cummings Park Expenses Cummings Park Expenses 123.00 123.00Total for Check Number 46794: 3270 Innovational Concepts, Inc.07/20/201746795 2907 City Stock PW Shirts City Stock PW Shirts 7,324.75 7,324.75Total for Check Number 46795: 0916 Lakes Country Service Coop 07/20/201746796 170630376173 August 17 Premium August 17 Premium 8,663.00 170630376173 August 17 Premium August 17 Premium 2,584.50 Page 2AP Checks by Date - Detail by Check Date (8/8/2017 12:31 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 11,247.50Total for Check Number 46796: 1340 Landmark Center of Arden Hills, LLC 07/20/201746797 PC15-004L PC 15-004 Landscape Escrow Release PC 15-004 Landscape Escrow Release 10,336.50 10,336.50Total for Check Number 46797: 5138 League of MN Cities Ins. Trust 07/20/201746798 10003032-2017 Increase Limit Increase Limit 500.00 500.00Total for Check Number 46798: 1560 Lunda Construction 07/20/201746799 2017-00435 Stephanie-Hydrant Meter 2017-00435 Refund 1,075.82 1,075.82Total for Check Number 46799: MWAC Midwest Asphalt Corporation 07/20/201746800 4301 Street Supplies Street Supplies 458.28 458.28Total for Check Number 46800: 0257 Minnesota Dept. of Health 07/20/201746801 05172017-MDH Q2 17 Water Supply Q2 17 Water Supply 4,181.00 4,181.00Total for Check Number 46801: 6406 Power Systems Services 07/20/201746802 00101179 PW Expenses PW Expenses 3,652.00 3,652.00Total for Check Number 46802: 1208 Premium Waters, Inc 07/20/201746803 610207-06-17 June 17 City Hall Supplies June 17 City Hall Supplies 114.28 613317-06-17 June 17 City Hall Supplies June 17 City Hall Supplies 97.68 211.96Total for Check Number 46803: 3100 Provident Life and Accident Ins Co 07/20/201746804 9672443-0617 June 17 Premium June 17 Premium 85.10 85.10Total for Check Number 46804: 0811 Ramsey County 07/20/201746805 FLEET-000274 May 17 Fuel May 17 Fuel 2,701.27 FLEET-000281 May 17 Service/Parts May 17 Service/Parts 1,890.00 FLEET-000281 May 17 Service/Parts May 17 Service/Parts 1,008.65 5,599.92Total for Check Number 46805: 0925 T-Mobile 07/20/201746806 07222017-TMobil July 17 Expenses July 17 Expenses 28.70 28.70Total for Check Number 46806: 153,211.43Total for 7/20/2017: 0192 Grainger, Inc 07/26/2017ACH 9487948128 PW Expenses PW Expenses 249.70 Page 3AP Checks by Date - Detail by Check Date (8/8/2017 12:31 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 249.70Total for this ACH Check for Vendor 0192: 0225 Lillie Suburban Newspapers 07/26/2017ACH 06302017-LSN June 17 Publications June 17 Publications 130.51 06302017-LSN June 17 Publications June 17 Publications 175.50 306.01Total for this ACH Check for Vendor 0225: 0320 Health Partners 07/26/2017ACH 74223655 Aug 17 Premium Aug 17 Premium 1,268.11 1,268.11Total for this ACH Check for Vendor 0320: 0339 Ferguson Waterworks 2516 07/26/2017ACH 0248258 Water Expenses Water Expenses 80.78 80.78Total for this ACH Check for Vendor 0339: 0750 Verizon Wireless 07/26/2017ACH 9788826808 Jun/July 17 Expenses Jun/July 17 Expenses 105.03 105.03Total for this ACH Check for Vendor 0750: 0761 Electric Pump, Inc 07/26/2017ACH 0060662-IN Sewer Expenses Sewer Expenses 3,113.08 3,113.08Total for this ACH Check for Vendor 0761: 1115 WSB & Associates, Inc.07/26/2017ACH 3450-0009 May 17 Expenses May 17 Expenses 3,429.00 3450-0009 May 17 Expenses May 17 Expenses 832.00 3455-0106 May 17 Expenses May 17 Expenses 76.00 3455-0607 May 17 Expenses May 17 Expenses 152.00 3455-1504 May 17 Expenses May 17 Expenses 3,985.50 3455-1604 May 17 Expenses May 17 Expenses 679.00 3455-2203 May 17 Expenses May 17 Expenses 96.00 3455-2203 May 17 Expenses May 17 Expenses 281.25 3455-2302 May 17 Expenses May 17 Expenses 32.00 3455-2403 May 17 Expenses May 17 Expenses 19.00 3455-2403 May 17 Expenses May 17 Expenses 190.00 3608-0001 May 17 Expenses May 17 Expenses 2,464.00 R-010039-0001 May 17 Expenses May 17 Expenses 1,410.00 R-010111-0001 May 17 Expenses May 17 Expenses 5,577.00 R-010111-0001 May 17 Expenses May 17 Expenses 375.00 19,597.75Total for this ACH Check for Vendor 1115: 1782 Willie McCray 07/26/2017ACH 310 7/3-7/6 Services 7/3-7/6 Services 108.00 311 7/10-7/13 Services 7/10-7/13 Services 324.00 432.00Total for this ACH Check for Vendor 1782: 5025 Sara Knoll 07/26/2017ACH 07202017-SK1 Expense Reimbursement Expense Reimbursement 15.01 07202017-SK1 Expense Reimbursement Expense Reimbursement 62.64 07202017-SK1 Expense Reimbursement Expense Reimbursement 58.85 07202017-SK2 Expense Reimbursement Expense Reimbursement 64.20 07202017-SK3 Expense Reimbursement Expense Reimbursement 77.58 Page 4AP Checks by Date - Detail by Check Date (8/8/2017 12:31 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 278.28Total for this ACH Check for Vendor 5025: 5173 Badger Meter, Inc.07/26/2017ACH 1175217 Q2 2017 Backhaul Charges Q2 2017 Backhaul Charges 108.00 108.00Total for this ACH Check for Vendor 5173: 8023 Voss Lighting 07/26/2017ACH 15303871-00 Parks Expenses Parks Expenses 12.57 12.57Total for this ACH Check for Vendor 8023: CANON Canon Financial Services 07/26/201746807 17517626 Aug 17 Rental Aug 17 Rental 1,215.08 17517626 Aug 17 Rental Aug 17 Rental 214.42 1,429.50Total for Check Number 46807: 1033 Comcast 07/26/201746808 44271-070817 7/21-8/20 Expenses 7/21-8/20 Expenses 6.31 6.31Total for Check Number 46808: 0337 D-Rock Center Landscape Supply 07/26/201746809 4670 Parks Expenses Parks Expenses 164.00 164.00Total for Check Number 46809: MULTA Multicare Associates 07/26/201746810 70521-TR Drug Testing Drug Testing 74.00 74.00Total for Check Number 46810: 6074 Norsk Concrete Construction, Inc.07/26/201746811 07132017-NC Perry Park Improvements Perry Park Improvements 15,770.00 15,770.00Total for Check Number 46811: 0811 Ramsey County 07/26/201746812 EMCOM-006174 June 17 Fleet Support Fee June 17 Fleet Support Fee 24.96 EMCOM-006218 June 17 Fleet Support Fee June 17 Fleet Support Fee 4,790.65 EMCOM-006233 June 17 Fleet Support Fee June 17 Fleet Support Fee 945.34 5,760.95Total for Check Number 46812: 48,756.07Total for 7/26/2017: 5579 Bill Joynes 07/31/2017ACH 07312017-BJ July 2017 Expenses July 2017 Expenses 5,688.76 07312017-BJ July 2017 Expenses July 2017 Expenses 198.12 07312017-BJ July 2017 Expenses July 2017 Expenses 198.12 07312017-BJ July 2017 Expenses July 2017 Expenses 198.12 07312017-BJ July 2017 Expenses July 2017 Expenses 198.12 07312017-BJ July 2017 Expenses July 2017 Expenses 198.12 07312017-BJ July 2017 Expenses July 2017 Expenses 198.12 07312017-BJ July 2017 Expenses July 2017 Expenses 396.24 07312017-BJ July 2017 Expenses July 2017 Expenses 198.12 07312017-BJ July 2017 Expenses July 2017 Expenses 198.12 07312017-BJ July 2017 Expenses July 2017 Expenses 1,132.10 07312017-BJ July 2017 Expenses July 2017 Expenses 198.12 Page 5AP Checks by Date - Detail by Check Date (8/8/2017 12:31 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 07312017-BJ July 2017 Expenses July 2017 Expenses 198.12 07312017-BJ July 2017 Expenses July 2017 Expenses 198.12 07312017-BJ July 2017 Expenses July 2017 Expenses 198.12 07312017-BJ July 2017 Expenses July 2017 Expenses 198.12 07312017-BJ July 2017 Expenses July 2017 Expenses 1,132.10 07312017-BJ July 2017 Expenses July 2017 Expenses 198.12 07312017-BJ July 2017 Expenses July 2017 Expenses 198.12 11,321.00Total for this ACH Check for Vendor 5579: 11,321.00Total for 7/31/2017: 0285 Xcel Energy 08/03/2017ACH 554208205 Jun/July 17 Expenses Jun/July 17 Expenses 2,009.44 554435473 Jun/July 17 Expenses Jun/July 17 Expenses 349.32 554435473 Jun/July 17 Expenses Jun/July 17 Expenses 1,353.17 554435473 Jun/July 17 Expenses Jun/July 17 Expenses 401.58 554435473 Jun/July 17 Expenses Jun/July 17 Expenses 1,462.96 554435473 Jun/July 17 Expenses Jun/July 17 Expenses 1,100.22 6,676.69Total for this ACH Check for Vendor 0285: 0339 Ferguson Waterworks 2516 08/03/2017ACH 0249173 PW Supplies PW Supplies 137.80 137.80Total for this ACH Check for Vendor 0339: 0381 ICMA Retirement Corporation 08/03/2017ACH 40379 Q3 2017 Plan Fee Q3 2017 Plan Fee 250.00 250.00Total for this ACH Check for Vendor 0381: 0387 ICMA Retirement Trust- #302482 08/03/2017ACH PR Batch 00200.07.2017 ICMA Employee PercentPR Batch 00200.07.2017 ICMA Employee Percent 705.20 PR Batch 00200.07.2017 ICMA Employee DeductionPR Batch 00200.07.2017 ICMA Employee Deduction 25.00 730.20Total for this ACH Check for Vendor 0387: 0750 Verizon Wireless 08/03/2017ACH 9789047535 Jun-Jul 17 Expenses Jun-Jul 17 Expenses 911.30 911.30Total for this ACH Check for Vendor 0750: 0922 North Suburban Access Corporation 08/03/2017ACH 17-061 Projector Lamp Projector Lamp 53.52 17-071 June 17 Expenses June 17 Expenses 257.40 17-075 Q2 17 Web Streaming Q2 17 Web Streaming 723.37 1,034.29Total for this ACH Check for Vendor 0922: 1001 Sprint/Nextel Communications 08/03/2017ACH 196110738-050 Jun/Jul 17 Expenses Jun/Jul 17 Expenses 169.23 169.23Total for this ACH Check for Vendor 1001: 1041 Aaron Thelen 08/03/2017ACH 07272017-AT 7/10-7/21 Mileage Reimbursement 7/10-7/21 Mileage Reimbursement 85.60 85.60Total for this ACH Check for Vendor 1041: 1110 Pitney Bowes 08/03/2017ACH Page 6AP Checks by Date - Detail by Check Date (8/8/2017 12:31 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 07232017-PB July 17 Postage July 17 Postage 19.99 07232017-PB July 17 Postage July 17 Postage 597.12 617.11Total for this ACH Check for Vendor 1110: 1223 Adam's Pest Control, Inc.08/03/2017ACH 2568689 July 17 Pest Control July 17 Pest Control 66.29 66.29Total for this ACH Check for Vendor 1223: 1782 Willie McCray 08/03/2017ACH 312 7/17-7/24 Expenses 7/17-7/24 Expenses 216.00 216.00Total for this ACH Check for Vendor 1782: 1785 EcoEnvelopes 08/03/2017ACH 1604 July 17 UB Processing July 17 UB Processing 372.72 1604 July 17 UB Processing July 17 UB Processing 372.72 1604 July 17 UB Processing July 17 UB Processing 372.73 1,118.17Total for this ACH Check for Vendor 1785: 2754 Zipko Strategy Inc 08/03/2017ACH 1479 June 17 TCAAP Expenses June 17 TCAAP Expenses 743.75 743.75Total for this ACH Check for Vendor 2754: 5180 Tessman Seed Co.08/03/2017ACH S256958-IN Parks Supplies Parks Supplies 200.69 200.69Total for this ACH Check for Vendor 5180: 5493 Jolene Trauba 08/03/2017ACH 07242017-JT 6/26-7/20 Mileage 6/26-7/20 Mileage 30.98 30.98Total for this ACH Check for Vendor 5493: 7025 On Site Sanitation 08/03/2017ACH 445571 7/15-8/11 Expenses 7/15-8/11 Expenses 505.00 505.00Total for this ACH Check for Vendor 7025: ALPI Allegra Print & Imaging 08/03/2017ACH 151462 July 17 Newsletter July 17 Newsletter 1,211.46 1,211.46Total for this ACH Check for Vendor ALPI: FPTC Flexible Pipe Tool Company 08/03/2017ACH 21309 PW Supplies PW Supplies 521.85 521.85Total for this ACH Check for Vendor FPTC: HANSJ Julie Hanson 08/03/2017ACH 08032017-JH Meeting Expenses Meeting Expenses 62.74 62.74Total for this ACH Check for Vendor HANSJ: 0761 Electric Pump, Inc 08/03/2017ACH 0060732-IN LS #3 Piping Expenses LS #3 Piping Expenses 11,763.00 0060733-IN LS #3 Pump Expenses LS #3 Pump Expenses 22,989.00 34,752.00Total for this ACH Check for Vendor 0761: Page 7AP Checks by Date - Detail by Check Date (8/8/2017 12:31 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 1115 WSB & Associates, Inc.08/03/2017ACH 3455-0008 May 17 Expenses May 17 Expenses 6,500.00 3455-0008 May 17 Expenses May 17 Expenses 2,632.00 3455-0008 May 17 Expenses May 17 Expenses 1,118.00 3455-0014 May 17 Expenses May 17 Expenses 2,100.00 3455-0014 May 17 Expenses May 17 Expenses 315.00 3455-0014 May 17 Expenses May 17 Expenses 270.00 3455-0014 May 17 Expenses May 17 Expenses 4,530.00 3455-0014 May 17 Expenses May 17 Expenses 1,260.00 3455-0014 May 17 Expenses May 17 Expenses 525.00 3455-0014 May 17 Expenses May 17 Expenses 1,050.00 3455-0014 May 17 Expenses May 17 Expenses 2,100.00 3455-0014 May 17 Expenses May 17 Expenses 2,100.00 3455-0014 May 17 Expenses May 17 Expenses 525.00 3455-0014 May 17 Expenses May 17 Expenses 525.00 3455-1406 May 17 Expenses May 17 Expenses 23,276.25 3455-2003 May 17 Expenses May 17 Expenses 823.75 3455-2003 May 17 Expenses May 17 Expenses 8,383.50 58,033.50Total for this ACH Check for Vendor 1115: 8029 MMKR & Co, PA 08/03/2017ACH 42486 Final Bill: 2016 Audit Final Bill: 2016 Audit 234.93 42486 Final Bill: 2016 Audit Final Bill: 2016 Audit 1,272.53 42486 Final Bill: 2016 Audit Final Bill: 2016 Audit 1,311.68 42486 Final Bill: 2016 Audit Final Bill: 2016 Audit 1,311.68 42486 Final Bill: 2016 Audit Final Bill: 2016 Audit 1,311.68 42486 Final Bill: 2016 Audit Final Bill: 2016 Audit 234.93 42486 Final Bill: 2016 Audit Final Bill: 2016 Audit 293.66 42486 Final Bill: 2016 Audit Final Bill: 2016 Audit 205.55 42486 Final Bill: 2016 Audit Final Bill: 2016 Audit 1,311.68 42486 Final Bill: 2016 Audit Final Bill: 2016 Audit 1,311.68 8,800.00Total for this ACH Check for Vendor 8029: 0600 315800-NCPERS Minnesota 08/03/201746815 3158817 July 17 Payroll Deductions July 17 Payroll Deductions 64.00 64.00Total for Check Number 46815: UB*00215 Tim & Julie Allen 08/03/201746816 Refund Check 4.98 4.98Total for Check Number 46816: 6047 Avesis Third Party Administrators, Inc 08/03/201746817 1693576 Aug 17 Premium Aug 17 Premium 11.40 11.40Total for Check Number 46817: 1063 Carlson, Janice 08/03/201746818 07182017-JC Registration Fee Refund-Zane Registration Fee Refund-Zane 10.00 10.00Total for Check Number 46818: 6482 Chuckwagon Catering 08/03/201746819 107194 Committee/Commission BBQ Committee/Commission BBQ 706.55 706.55Total for Check Number 46819: 0342 City of Shoreview 08/03/201746820 Page 8AP Checks by Date - Detail by Check Date (8/8/2017 12:31 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 26 Field Trip Expense: Sea Life Field Trip Expense: Sea Life 115.50 115.50Total for Check Number 46820: UB*00218 Jason Elliott 08/03/201746821 Refund Check 110.30 110.30Total for Check Number 46821: UB*00221 Alex Field 08/03/201746822 Refund Check 105.30 105.30Total for Check Number 46822: 0849 Fra-dor Black Dirt & Recycle 08/03/201746823 1706336 Parks Supplies Parks Supplies 39.63 39.63Total for Check Number 46823: UB*00217 Peter Funnell 08/03/201746824 Refund Check 155.00 155.00Total for Check Number 46824: 7184 Jacki Harren 08/03/201746825 07182017-JH Partial Refund: Parent Coach Partial Refund: Parent Coach 31.00 31.00Total for Check Number 46825: 4999 Hirshfield's Paint Mfg., Inc.08/03/201746826 01642661 Parks Supplies Parks Supplies 117.35 117.35Total for Check Number 46826: 0447 I.U.O.E Local 49 Benefit Fund-Insurance 08/03/201746827 08032017-IUOE New Employee Insurance Premium August 17 New Employee Insurance Premium August 17 1,170.00 1,170.00Total for Check Number 46827: 0390 INT'L Union Operating Engineers-Union Dues08/03/201746828 07072017-INT July 17 Premium July 17 Premium 241.50 241.50Total for Check Number 46828: 2043 Joe's Sewer Service 08/03/201746829 2016-01476 ROW #2016-01476 Refund ROW #2016-01476 Refund 1,000.00 1,000.00Total for Check Number 46829: 1278 Jung, Jiyeoun 08/03/201746830 07262017-JJ Overpayment Refund Overpayment Refund 10.00 10.00Total for Check Number 46830: KEGC Kennedy & Graven 08/03/201746831 137132 PC 16-014 Expenses PC 16-014 Expenses 1,030.00 1,030.00Total for Check Number 46831: 8636 Lee Homes 08/03/201746832 2014-00601 1830 Noble Road Escrow Release 1830 Noble Road Escrow Release 10,000.00 Page 9AP Checks by Date - Detail by Check Date (8/8/2017 12:31 PM) Check No Check DateVendor NameVendor No Check Amount Invoice No ReferenceDescription 10,000.00Total for Check Number 46832: UB*00220 Anthony & Rebecca Miller 08/03/201746833 Refund Check 15.71 15.71Total for Check Number 46833: 0266 MRPA 08/03/201746834 07272017-MRPA AH Summer Champs Fee AH Summer Champs Fee 185.00 185.00Total for Check Number 46834: 0155 Office of MN IT Services 08/03/201746835 W17040677 April 17 Expenses April 17 Expenses 803.89 W17060658 June 17 Expenses June 17 Expenses 803.89 1,607.78Total for Check Number 46835: UB*00219 Eudoro & Blanca Olivares 08/03/201746836 Refund Check 5.25 5.25Total for Check Number 46836: 1193 SelectAccount 08/03/201746837 1194734 July 17 Participant Fee July 17 Participant Fee 29.54 29.54Total for Check Number 46837: UB*00216 Maxine Thunborg 08/03/201746838 Refund Check 18.40 18.40Total for Check Number 46838: 5617 Torqbuddy LLC 08/03/201746839 2631 PW Supplies PW Supplies 650.00 650.00Total for Check Number 46839: 1809 Tri-State Bobcat, Inc. -Burnsville 08/03/201746840 S21317 Wood Chipper Wood Chipper 36,909.60 36,909.60Total for Check Number 46840: 3099 Tri-State Bobcat, Inc.-Little Canada 08/03/201746841 E21087 PW Expenses PW Expenses 550.00 550.00Total for Check Number 46841: 171,768.44Total for 8/3/2017: Report Total (98 checks): 385,056.94 Page 10AP Checks by Date - Detail by Check Date (8/8/2017 12:31 PM) CONSENT ITEM – 5B MEMORANDUM DATE: August 14, 2017 TO: Honorable Mayor and City Councilmembers William S. Joynes, Sr., City Administrator FROM: Dave Perrault, Interim Director of Finance and Administrative Services SUBJECT: Accept Aaron Thelen’s Resignation as Recreation Programmer Discussion The City Administrator has received Aaron Thelen’s letter of resignation as Recreation Coordinator effective August 18, 2017. Staff Recommendation 1. A motion to accept Aaron Thelen’s resignation as Recreation Programmer Attachment A: Resignation Letter for Aaron Thelen Page 1 of 1 DATE: August 14, 2017 TO: Honorable Mayor and City Councilmembers William S. Joynes, Sr., City Administrator FROM: Sue Polka, Public Works Director/City Engineer SUBJECT: Fire Hydrant Repairs – Emergency Purchase Budgeted Amount: Amount To Date: Funding Sources: $40,000 $140,000.83 PIR/Water Utility Fund Requested Action Approve the emergency purchase of labor and equipment for fire hydrant repair kits (21 hydrants) in the amount of $71,115.35. Discussion In the past, Public Works staff has flushed only dead end hydrants to remove the stagnant water from the system. In order to adequately maintain the City’s water infrastructure and provide fire protection to the citizens of Arden Hills, all hydrants are being flushed/inspected this year. To date, Council has approved $68,885.48 to replace and/or repair 19 hydrants that are not operational. This request is to purchase the repair kits for 21 additional hydrants. These hydrants can be repaired/replaced from the ground up by purchase of modernization kits. Parts for the existing hydrants are no longer available due to the age. To prolong the lives of the hydrants, staff will bag them in the winter to prevent salt damage. This is standard practice in several area cities. Staff is recommending the kits be purchased through Minnesota Pipe & Equipment in the amount of $71,115.35. Staff will provide the labor for this effort. Attachments: Attachment A: Minnesota Pipe & Equipment Quotation – 21 Hydrant Modernization Kits CONSENT ITEM – 5C MEMORANDUM __________________________ Mayor _________________ Date _____________________________________________ Mayor Date DATE: August 14, 2017 TO: City Councilmembers William S. Joynes, Sr., City Administrator FROM: Mayor Grant SUBJECT: Rice Creek Commons (TCAAP) Development Discussion Opportunity for Residents Discussion Under this Public Hearing, citizens have an opportunity to discuss ideas regarding Rice Creek Commons (TCAAP) development. PUBLIC HEARING – 7A MEMORANDUM Page 1 of 1 DATE: August 14, 2017 TO: Honorable Mayor and City Councilmembers William S. Joynes, Sr., City Administrator FROM: Sue Polka, Public Works Director/City Engineer SUBJECT: Request for Stop Signs at Chatham Avenue and McCracken Lane Requested Action Authorize the Public Works Director to have stop signs installed on northbound and southbound Chatham Avenue at the intersection with McCracken Lane. Discussion Staff received complaints regarding the uncontrolled intersection at Chatham Avenue and McCracken Lane. There is a school bus stop located at this intersection and the concern was with cars illegally passing school buses with disregard for the children waiting at the stop. The complaint was brought forward by a resident as well as by the Transportation Supervisor at Mounds View Public Schools. In order to determine if stop signs should be installed, an intersection study was completed by WSB (Attachment B). The intersection was evaluated for all-way stop control based on the Minnesota Manual of Uniform Traffic Control devices. The criteria looked at include crashes, vehicular volumes, pedestrian and bicycle volumes, vehicular speeds; and sight distance. The study concludes that although an all-way stop is not warranted, stop signs are recommended for northbound and southbound Chatham Avenue. Attachments 1. Attachment A – Location Map 2. Attachment B – Intersection Study at Chatham Avenue and McCracken Lane NEW BUSINESS – 8A MEMORANDUM G F G F Snelling Avenue North M c c r a c k e n L a n e C h a t h a m A v e n u e G F Proposed Stop Signs 0 100Feet¯Proposed Stop SignLocation MapAttachment A D o c u m e n t P a t h : K : \ 0 3 4 5 5 - 0 0 0 \ G I S \ M a p s \ P r o p o s e d S t o p S i g n C h a t h a m . m x d D a t e S a v e d : 8 / 7 / 2 0 1 7 1 : 4 1 : 1 6 P M 1 inch = 100 feet engineering planning environmental construction 701 Xenia Avenue South Suite 300 Minneapolis, MN 55416 Tel: 763-541-4800 Fax: 763-541-1700 Equal Opportunity Employer wsbeng.com Memorandum To: Sue Polka, City Engineer, City of Arden Hills From: Sean Delmore, PE, PTOE Date: June 21, 2017 Re: Intersection Study at Chatham Avenue and McCracken Lane Introduction The City of Arden Hills has received complaints about the safety of school children at the intersection of Chatham Avenue and McCracken Lane. The purpose of this study was to: 1. Document the steps taken to evaluate the need for additional traffic control. This includes a Thru- Stop and All-Way Stop control. 2. Evaluate any concerns with the bus stopping including driver behavior when a bus is stopped at this intersection. Existing Conditions The intersection consists of two urban local streets in the city of Arden Hills. Currently, the intersection is uncontrolled and has a low volume of traffic. McCracken Lane has a posted speed limit of 30 MPH and Chatham Avenue has an unposted (statutory) speed limit of 30 MPH. Refer to Figure 1 in Appendix A for the study location. According to Mounds View public schools, a total of 12 school buses are scheduled to run daily through this intersection. The bus stop times and routes are presented in Appendix B. Data Collection Two video cameras were installed at the intersection of Chatham Avenue and McCracken Lane to collect existing AM and PM peak hour volumes from Tuesday, June 6, 2017 to Thursday, June 8, 2017. The AM peak hour begins at 7:00 AM and the PM peak hour begins at 4:00 PM. This count data is provided in Appendix C. The video cameras also provided documentation of driver behavior when school busses were stopped during pickup and drop-off times. Stop Sign Memo June 21, 2017 Page 2 G:\Group Data\Traffic\Arden Hills\Chatham Ave & Mccraken Ln\Arden Hills Stop Sign Request Memo.doc Intersection Evaluation The intersection of Chatham Avenue and McCracken Lane was evaluated for an All-Way Stop control based on the Minnesota Manual of Uniform Traffic Control Devices (MnMUTCD). An All-Way Stop warrant analysis was completed using the MnDOT warrant template. MnMUTCD According to section 2B.7 of the MnMUTCD, the decision to install a Multi-Way Stop control (All-Way Stop in this case) should be based on an engineering study. The following criteria should be considered in the engineering study for a Multi-Way Stop sign installation: A. Where traffic control signals are justified, the Multi-Way Stop is an interim measure that can be installed quickly to control traffic while arrangements are being made for the installation of the traffic control signal . A traffic signal is not justified at this intersection. B. Five or more reported crashes in a 12-month period that are susceptible to correction by a Multi- Way Stop installation. Such crashes include right-turn and left-turn collisions as well as right- angle collisions. A review of MnDOT’s accident database (Minnesota Crash Mapping Analysis Tool, MnCMAT) over the past 3 years (2013-2015) revealed that no crashes were documented at this intersection. C. Minimum Volumes 1. The vehicular volume entering the intersection from the major street approaches (total of both approaches) averages at least 300 vehicles per hour for any 8 hours of an average day. At this intersection, there were no hours during the day that meet criteria C.1. Less than 150 vehicles enter the intersection during the PM peak hour, and less than 100 enter during the AM peak hour. These volumes are significantly less than the required minimum volumes for an All- Way Stop control. See the attached All-Way Stop warrant spreadsheet in the Appendix D. 2. The combined vehicular, pedestrian, and bicycle volume entering the intersection from the minor street approaches (total of both approaches) averages at least 200 units per hour for the same 8 hours, with an average delay to minor-street vehicular traffic of at least 30 seconds per vehicle during the highest hour; but At this intersection, there were no hours during the day that meet criteria C.2. See the attached All-Way Stop warrant spreadsheet in Appendix D. Stop Sign Memo June 21, 2017 Page 3 G:\Group Data\Traffic\Arden Hills\Chatham Ave & Mccraken Ln\Arden Hills Stop Sign Request Memo.doc 3. If the 85th percentile approach speed of the major street traffic exceeds 40 MPH, the minimum vehicular volume warrant is 70 percent of the above values. A speed study was not performed at this intersection, but both roads currently have at speed limit of 30 MPH and 85 th percentile speeds exceeding 40 MPH would not be expected. Where no single criterion is satisfied, but where criteria B, C.1, and C.2 are all satisfied to 80 percent of the minimum values. Criterion C.3 is excluded from this condition. Criteria B, C.1, and C.2 are not satisfied to 80 percent of the original minimum values stated previously. D. Pedestrian Volumes Pedestrian volumes at this intersection are assumed to be higher than normal for a residential neighborhood. This is mostly related to the children crossing to or from the school bus stops. During the AM peak hour, seven pedestrians were counted within the intersection. During the PM peak hour, eight pedestrians were present. There are no sidewalks within the intersection quadrant, and no pedestrian signs are posted nearby. F. Sight Distance 1 Exhibit 9-51 (Table 1 ) from AASHTO’s Geometric Design of Highways and Streets displays the sight distance travel by an approaching vehicle as a function of the design speed of the roadway on which the uncontrolled intersection approach is located. Based on the speed limit of 30 MPH for both Chatham Avenue and McCracken Lane, 140 feet of sight distance is needed to safely permit the vehicles on either road to stop, if necessary, before reaching the intersection. The existing geometry does not currently provide adequate sight lines for an uncontrolled intersection. However, low volumes on these roadways combined with the current travel patterns for most vehicles, has resulted in very few conflicts at the intersection with no recorded crashes. Table 1. Sight Distances Based on Design Speeds 1 Based on procedures and values found in “A Policy on Geometric Design of Highways and Streets” (2004) by the American Association of State Highway and Transportation Officials (AASHTO). Stop Sign Memo June 21, 2017 Page 4 G:\Group Data\Traffic\Arden Hills\Chatham Ave & Mccraken Ln\Arden Hills Stop Sign Request Memo.doc Driver Behavior versus Stopped School Bus Based on the video data analysis, the following observations were found: · Out of the 12 school busses scheduled to stop at/travel through the intersection of Chatham Avenue and McCracken Lane, only four busses stopped to pickup/drop-off children. The other busses did not stop or did not show. · On Tuesday June 6, 2017: Two school busses stopped at the intersection (9:05 AM, and 4:15 PM). No vehicle interaction with busses was observed. · On Wednesday June 7, 2017: Four school busses stopped at the intersection (6:56 AM, 9:05 AM, 2:18 PM, and 4:15 PM). For the school bus stop at 9:05 AM, the vehicle approaching the intersection stopped until the school bus left (no apparent danger). Other busses had no vehicle interaction. · On Thursday June 8, 2017: three school busses stopped at the intersection (6:56AM, 9:05AM, and 4:15 PM). No vehicle interaction with busses was observed. · From the video, it was noted that children and parents were standing in the road while waiting for the bus. This stop corresponds to the right corner of McCracken Lane coming from the east leg of the road. Figure 1 in Appendix A shows this stop location denoted as Stop Bus 1 . Figure 1 in the Appendix A also shows the location of these stops and the corresponding bus stop times. CONCLUSIONS Based on the information contained in this document from the video data collected and engineering judgment, the following conclusions have been drawn: This intersection appears to be operating well despite the sight distance issues and the fact that it is currently uncontrolled. Typically, a location with this type of activity would be controlled as a Thru-Stop. According to the MnMUTCD, an All-Way Stop control is not warranted at this intersection. Stop signs are recommended for Northbound and Southbound of Chatham Avenue to better define right of way at the intersection with minimal additional delay. Stop Sign Memo June 21, 2017 Page 5 G:\Group Data\Traffic\Arden Hills\Chatham Ave & Mccraken Ln\Arden Hills Stop Sign Request Memo.doc APPENDIX A. Existing Intersection Location, Geometry, and Peak-Hour Turning Movements B. School District Bus Stops/Routes C. Turning Movement Counts D. All-Way-Stop Warrant G:\Group Data\Traffic\Arden Hills\Chatham Ave & Mccraken Ln\Arden Hills Stop Sign Request Memo.doc APPENDIX A Existing Intersection Location, Geometry, and Peak-Hour Turning Movements Chatham Avenue & McCraken Lane Intersection Arden Hills, Ramsey, Minnesota Figure 1 Existing Intersection Location, Geometry, and Peak-Hour Turning Movements STUDY LOCATION LEGEND ;Lane Geometry 5 (24) Peak AM (PM) Turning Movements 248 Turning Movement Bus Stop 1 Times: 9:05 AM Bus Stop 2 Times: 6:56 AM, 2:18 PM, 4:15 PM G:\Group Data\Traffic\Arden Hills\Chatham Ave & Mccraken Ln\Arden Hills Stop Sign Request Memo.doc APPENDIX B Turning Movement Counts File Name : McCracken Ln & Chatham Ave Site Code : Start Date : 6/7/2017 Page No : 1 Chatham Ave & McCracken Ln 7-9am & 4-6pm Arden Hills, Mn 80's Groups Printed- Cars + Chatham Ave From North McCracken Ln From East Chatham Ave From South McCracken Ln From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 2 0 2 1 1 0 2 4 11 0 0 0 11 0 1 0 0 1 18 07:15 AM 0 2 1 0 3 0 0 0 0 0 3 0 1 0 4 0 2 0 1 3 10 07:30 AM 0 0 1 0 1 0 0 1 0 1 4 0 0 0 4 0 0 0 0 0 6 07:45 AM 0 0 2 0 2 1 0 0 0 1 4 0 0 0 4 0 0 0 0 0 7 Total 0 2 6 0 8 2 1 1 2 6 22 0 1 0 23 0 3 0 1 4 41 08:00 AM 0 1 1 0 2 2 0 0 0 2 3 0 0 0 3 0 1 0 0 1 8 08:15 AM 0 0 2 0 2 1 0 2 0 3 1 0 0 0 1 0 3 0 0 3 9 08:30 AM 0 1 3 0 4 1 0 1 0 2 5 0 0 0 5 0 1 0 0 1 12 08:45 AM 0 0 2 0 2 0 0 2 2 4 3 0 0 0 3 0 0 0 5 5 14 Total 0 2 8 0 10 4 0 5 2 11 12 0 0 0 12 0 5 0 5 10 43 04:00 PM 0 0 0 0 0 3 2 3 0 8 4 0 1 0 5 0 1 0 4 5 18 04:15 PM 0 1 0 1 2 1 0 8 1 10 3 0 0 1 4 0 0 0 0 0 16 04:30 PM 0 1 2 0 3 2 1 4 0 7 3 0 0 1 4 0 0 0 0 0 14 04:45 PM 0 0 0 0 0 1 1 9 0 11 1 0 0 0 1 0 0 0 0 0 12 Total 0 2 2 1 5 7 4 24 1 36 11 0 1 2 14 0 1 0 4 5 60 05:00 PM 0 0 2 0 2 2 1 3 0 6 2 0 0 0 2 0 2 0 0 2 12 05:15 PM 0 0 0 0 0 2 1 6 2 11 5 0 0 2 7 0 0 0 0 0 18 05:30 PM 0 0 2 0 2 0 2 5 0 7 3 0 0 0 3 0 1 0 0 1 13 05:45 PM 0 0 2 0 2 0 0 3 1 4 2 0 0 0 2 0 0 0 0 0 8 Total 0 0 6 0 6 4 4 17 3 28 12 0 0 2 14 0 3 0 0 3 51 Grand Total 0 6 22 1 29 17 9 47 8 81 57 0 2 4 63 0 12 0 10 22 195 Apprch %0 20.7 75.9 3.4 21 11.1 58 9.9 90.5 0 3.2 6.3 0 54.5 0 45.5 Total %0 3.1 11.3 0.5 14.9 8.7 4.6 24.1 4.1 41.5 29.2 0 1 2.1 32.3 0 6.2 0 5.1 11.3 WSB & Associates 701 Xenia Ave S Minneapolis, MN File Name : McCracken Ln & Chatham Ave Site Code : Start Date : 6/7/2017 Page No : 2 Chatham Ave & McCracken Ln 7-9am & 4-6pm Arden Hills, Mn 80's Chatham Ave From North McCracken Ln From East Chatham Ave From South McCracken Ln From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 1 1 0 2 2 0 0 0 2 3 0 0 0 3 0 1 0 0 1 8 08:15 AM 0 0 2 0 2 1 0 2 0 3 1 0 0 0 1 0 3 0 0 3 9 08:30 AM 0 1 3 0 4 1 0 1 0 2 5 0 0 0 5 0 1 0 0 1 12 08:45 AM 0 0 2 0 2 0 0 2 2 4 3 0 0 0 3 0 0 0 5 5 14 Total Volume 0 2 8 0 10 4 0 5 2 11 12 0 0 0 12 0 5 0 5 10 43 % App. Total PHF .000 .500 .667 .000 .625 .500 .000 .625 .250 .688 .600 .000 .000 .000 .600 .000 .417 .000 .250 .500 .768 Chatham Ave M c C r a c k e n L n M c C r a c k e n L n Chatham Ave Right 0 Thru 2 Left 8 Peds 0 InOut Total 4 10 14 R i g h t 4 T h r u 0 L e f t 5 P e d s 2 O u t T o t a l I n 2 5 1 1 3 6 Left 0 Thru 0 Right 12 Peds 0 Out TotalIn 7 12 19 Le f t 0 Th r u 5 Ri g h t 0 Pe d s 5 To t a l Ou t In 0 10 10 Peak Hour Begins at 08:00 AM Cars + Peak Hour Data North WSB & Associates 701 Xenia Ave S Minneapolis, MN File Name : McCracken Ln & Chatham Ave Site Code : Start Date : 6/7/2017 Page No : 3 Chatham Ave & McCracken Ln 7-9am & 4-6pm Arden Hills, Mn 80's Chatham Ave From North McCracken Ln From East Chatham Ave From South McCracken Ln From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 0 0 3 2 3 0 8 4 0 1 0 5 0 1 0 4 5 18 04:15 PM 0 1 0 1 2 1 0 8 1 10 3 0 0 1 4 0 0 0 0 0 16 04:30 PM 0 1 2 0 3 2 1 4 0 7 3 0 0 1 4 0 0 0 0 0 14 04:45 PM 0 0 0 0 0 1 1 9 0 11 1 0 0 0 1 0 0 0 0 0 12 Total Volume 0 2 2 1 5 7 4 24 1 36 11 0 1 2 14 0 1 0 4 5 60 % App. Total PHF .000 .500 .250 .250 .417 .583 .500 .667 .250 .818 .688 .000 .250 .500 .700 .000 .250 .000 .250 .250 .833 Chatham Ave M c C r a c k e n L n M c C r a c k e n L n Chatham Ave Right 0 Thru 2 Left 2 Peds 1 InOut Total 7 5 12 R i g h t 7 T h r u 4 L e f t 2 4 P e d s 1 O u t T o t a l I n 1 4 3 6 5 0 Left 1 Thru 0 Right 11 Peds 2 Out TotalIn 26 14 40 Le f t 0 Th r u 1 Ri g h t 0 Pe d s 4 To t a l Ou t In 5 5 10 Peak Hour Begins at 04:00 PM Cars + Peak Hour Data North WSB & Associates 701 Xenia Ave S Minneapolis, MN G:\Group Data\Traffic\Arden Hills\Chatham Ave & Mccraken Ln\Arden Hills Stop Sign Request Memo.doc APPENDIX C All-Way Stop Warrant ALL WAY STOP WARRANT LOCATION: Chatham Avenue & McCraken Lane COUNTY: Ramsey REF. POINT: Speed Approach Description Lanes DATE: 6/15/2017 30 Major App1: Chatham Ave (NB) 1 30 Major App3: Chatham Ave (SB) 1 OPERATOR: Edwin 30 Minor App2: McCraken Ln (WB) 1 30 Minor App4: McCraken Ln (EB) 1 0.70 FACTOR USED? No MAJOR MAJOR MINOR MINOR WARRANT HOUR APP. 1 APP. 3 APP. 2 APP. 4 MET 12:00-1:00 AM 1:00-2:00 AM 2:00-3:00 AM 3:00-4:00 AM 4:00-5:00 AM 5:00-6:00 AM 6:00-7:00 AM 7:00-8:00 AM 23 8 6 4 / 8:00-9:00 AM 12 10 11 10 / 9:00-10:00 AM 10:00-11:00 AM 11:00-12:00 PM 12:00-1:00 PM 1:00-2:00 PM 2:00-3:00 PM 3:00-4:00 PM 4:00-5:00 PM 14 5 36 5 / 5:00-6:00 PM 14 6 28 3 / 6:00-7:00 PM 7:00-8:00 PM 8:00-9:00 PM 9:00-10:00 PM 10:00-11:00 PM 11:00-12:00 AM Met (Hr) Required (Hr) Allway Stop Warrant: 0 3 Not satisfied REMARKS: Year: Ex. Condition: 2017 No Traffic Control 300 MAJOR TOTAL S (APP. 1 & APP. 3) 31 22 19 200 MINOR TOTAL APP. 2 + APP. 4 20 41 31 10 21 G:\Group Data\Traffic\Arden Hills\Chatham Ave & Mccraken Ln\Arden Hills Stop Sign Request Memo.doc APPENDIX D School District Bus Stops/Routes School District Bus Stops - McCracken Ln at Chatham Ave_5-25-17 1 Mounds View High School – Bus Stop at 6:56 a.m. School District Bus Stops - McCracken Ln at Chatham Ave_5-25-17 2 Highview Middle School – Bus stop at 7:13 a.m. School District Bus Stops - McCracken Ln at Chatham Ave_5-25-17 3 Valentine Hills Elementary – Bus stop at 9:05 a.m. School District Bus Stops - McCracken Ln at Chatham Ave_5-25-17 4 Irondale High School – Bus stop at 6:44 a.m. (currently inactive) School District Bus Stops - McCracken Ln at Chatham Ave_5-25-17 5 Mounds View High School – Bus Stop at 2:18 p.m. School District Bus Stops - McCracken Ln at Chatham Ave_5-25-17 6 Irondale High School – Bus Stop at 2:31 p.m. School District Bus Stops - McCracken Ln at Chatham Ave_5-25-17 7 Highview Middle School –Bus Stop at 3:16 p.m. School District Bus Stops - McCracken Ln at Chatham Ave_5-25-17 8 Mounds View High School – After School Bus Stop at 3:29 p.m. (sporadic use) (image not available) School District Bus Stops - McCracken Ln at Chatham Ave_5-25-17 9 Valentine Hills Elementary – Bus Stop at 4:15 p.m. School District Bus Stops - McCracken Ln at Chatham Ave_5-25-17 10 Highview Middle School – After School Bus Stop at 4:43 p.m. (sporadic use) School District Bus Stops - McCracken Ln at Chatham Ave_5-25-17 11 Valentine Hills Elementary – After School Bus Stop at 5:13 p.m. (Mondays only) School District Bus Stops - McCracken Ln at Chatham Ave_5-25-17 12 Mounds View High School – After School Bus Stop at 5:07 p.m. (sporadic use) (Image not available) Page 1 of 2 DATE: August 14, 2017 TO: Honorable Mayor and City Councilmembers William S. Joynes, Sr., City Administrator FROM: Sue Polka, Public Works Director/City Engineer SUBJECT: 2018 PMP Accept Feasibility Report Requested Action Adopt Resolution 2017-022 Receiving the Feasibility Report and Ordering the Public Hearing to be held on September 25, 2017 for the 2018 PMP. Background/Discussion On April 24, 2017 the Council adopted Resolution 2017-012 ordering the preparation of a Feasibility Report for the 2018 Pavement Management Program (PMP) project. This 2018 PMP consists of improvements to the following streets: Streets proposed for reconstruction:  Indian Oaks Court between James Avenue and the cul-de-sac  Indian Oaks Trail between Hamline Avenue N and the cul-de-sac  W Floral Drive between Hamline Avenue N and the dead end  James Circle between W Floral Drive and the cul-de-sac  Gale Circle between W Floral Drive and the cul-de-sac  Norma Circle between W Floral Drive and the cul-de-sac Streets proposed for reclamation:  Wedgewood Drive between Old S.T.H. 10 and the cul-de-sac  Brueberry Lane between Old S.T.H. 10 and Parkshore Drive  Parkshore Drive between Old S.T.H. 10 and the cul-de-sac In accordance with Council direction, a Feasibility Report has been prepared that details the proposed improvements, neighborhood impacts, estimated costs and financing for the proposed project. A copy of the Feasibility Report is attached (Attachment A). NEW BUSINESS – 8B MEMORANDUM Page 2 of 2 This project has financial implications for the City including the following: 1. assessments levied in accordance with the Assessment Policy 2. use of Permanent Improvement Revolving (PIR) Funds for the portion of the street improvement not assessed 3. use of Utility Enterprise Fund monies to pay for the repairs needed to the existing utility systems and expansion of the storm water system The following table shows the funding sources for both the proposed project: 2018 Street and Utility Improvement Project Summary of Cost Improvement Estimated Reclamation Area Cost Estimated Reconstruction Area Cost Street Improvements $219,295.47 $1,503,996.72 Sanitary Sewer Improvements - $270,724.63 Water Main Improvements - $751,124.99 Storm Sewer & Drainage Improvements $25,844.50 $530,206.20 Total Estimated Project Cost by Area $245,139.97 $3,056,052.54 Grand Total $3,301,192.51 Attached is Resolution 2017-022 which receives the feasibility report and orders the public hearing be held on September 25, 2017. Staff would recommend adoption of the resolution in order to have this project proceed to a public hearing. Attachments Attachment A: Feasibility Report Attachment B: Resolution 2017-022 FEASIBILITY REPORT PAVEMENT MANAGEMENT PROGRAM 2018 STREET AND UTILITY IMPROVEMENT PROJECT CITY OF ARDEN HILLS | RAMSEY COUNTY, MINNESOTA AUGUST 9, 2017 Prepared for: City of Arden Hills 1245 West Highway 96 Arden Hills, MN 55112 CITY PROJECT NO. 18-STR-065 WSB PROJECT NO. R-010111-000 FEASIBILITY REPORT Feasibility Report Pavement Management Program 2018 Street and Utility Improvement Project City of Arden Hills Project No. 18-STR-065 WSB Project No. R-010111-000 PAVEMENT MANAGEMENT PROGRAM 2018 STREET AND UTILITY IMPROVEMENT PROJECT CITY PROJECT NO. 18-STR-065 FOR THE CITY OF ARDEN HILLS August 9, 2017 Prepared By: 701 Xenia Avenue South | Suite 300 | Minneapolis, MN 55416 | (763) 541-4800 Building a legacy – your legacy. Equal Opportunity Employer | wsbeng.com August 9, 2017 Honorable Mayor and City Council City of Arden Hills 1245 West Highway 96 Arden Hills, MN 55112 Re: Feasibility Report Pavement Management Program 2018 Street and Utility Improvement Project City of Arden Hills Project No.18-STR-065 WSB Project No. R-010111-000 Dear Honorable Mayor and City Council: Transmitted herewith for your review is a feasibility report which addresses improvements associated with the 2018 Street and Utility Improvement Project. We are available at your convenience to discuss this report. Please do not hesitate to contact me at (763) 287-8532 if you have any questions regarding this report. Sincerely, WSB & Associates, Inc. James L. Stremel, PE Project Manager Enclosure srb CERTIFICATION Feasibility Report Pavement Management Program 2018 Street and Utility Improvement Project City of Arden Hills Project No. 18-STR-065 WSB Project No. R-010111-000 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. James L. Stremel, PE Date: August 9, 2017 Lic. No. 45782 Quality Control Review Completed By: Susan J. Polka, PE Date: August 9, 2017 Lic. No. 21715 TABLE OF CONTENTS Feasibility Report Pavement Management Program 2018 Street and Utility Improvement Project City of Arden Hills Project No. 18-STR-065 WSB Project No. R-010111-000 TITLE SHEET LETTER OF TRANSMITTAL CERTIFICATION SHEET TABLE OF CONTENTS 1. EXECUTIVE SUMMARY ..................................................................................................... 1 2. PAVEMENT MANAGEMENT PROGRAM ....................................................................... 3 2.1 Introduction ................................................................................................................... 3 2.1.1 Authorization .................................................................................................... 3 2.1.2 Scope ................................................................................................................ 3 2.1.3 Data Available .................................................................................................. 3 2.1.4 Project Background .......................................................................................... 4 2.2 Existing Conditions ....................................................................................................... 4 2.2.1 Roadway ........................................................................................................... 4 2.2.2 Sanitary Sewer .................................................................................................. 5 2.2.3 Water Main ....................................................................................................... 5 2.2.4 Drainage ........................................................................................................... 5 2.2.5 Private Utilities ................................................................................................. 6 2.3 Proposed Improvements ................................................................................................ 7 2.3.1 Roadway ........................................................................................................... 7 2.3.2 Sanitary Sewer .................................................................................................. 7 2.3.3 Water Main ....................................................................................................... 7 2.3.4 Drainage ........................................................................................................... 7 2.3.5 Easements ......................................................................................................... 8 2.3.6 Permits/Approvals ............................................................................................ 8 2.3.7 Construction Access/Staging ............................................................................ 8 2.3.8 Public Involvement ........................................................................................... 8 3. FINANCING ............................................................................................................................ 9 3.1 Opinion of Cost ............................................................................................................. 9 3.2 Funding ......................................................................................................................... 9 3.3 Preliminary Assessment Roll ...................................................................................... 10 4. PROJECT SCHEDULE ....................................................................................................... 11 5. FEASIBILITY, NECESSITY, AND COST EFFECTIVENESS ...................................... 12 6. CONCLUSIONS AND RECOMMENDATION ................................................................ 13 Appendix A Figure 1 – Project Location Map Figure 2 – Typical Section Appendix B Opinion of Probable Cost TABLE OF CONTENTS (continued) Feasibility Report Pavement Management Program 2018 Street and Utility Improvement Project City of Arden Hills Project No. 18-STR-065 WSB Project No. R-010111-000 Appendix C Preliminary Assessment Map A Preliminary Assessment Map B Preliminary Assessment Roll Appendix D Geotechnical Report Appendix E 2017 Sanitary Sewer Televising Log Appendix F Neighborhood Open House (August 3) Sign-in Sheet Neighborhood Open House Comment Cards and Email Feasibility Report Pavement Management Program 2018 Street and Utility Improvement Project City of Arden Hills Project No. 18-STR-065 WSB Project No. R-010111-000 Page 1 1. EXECUTIVE SUMMARY The 2018 Street and Utility Improvement Project was initiated by the City’s Pavement Management Program (PMP). Streets proposed for improvements in 2018 are based on the current roadway conditions and includes improvements meeting the minimum City standards defined by the Arden Hills Pavement Management Philosophy. Roadway reconstruction, consisting of removal of the existing bituminous pavement, subgrade correction, addition of concrete curb and gutter, water main replacement, sanitary sewer repairs, and new bituminous pavement, is proposed along the following roadways, totaling approximately 4,126 feet (0.78 miles): ▪ Indian Oaks Court between James Avenue and the cul-de-sac ▪ Indian Oaks Trail between Hamline Avenue North and the cul-de-sac ▪ West Floral Drive between Hamline Avenue North and the dead end ▪ James Circle between West Floral Drive and the cul-de-sac ▪ Gale Circle between West Floral Drive and the cul-de-sac ▪ Norma Circle between West Floral Drive and the cul-de-sac Full depth reclamation with concrete curb and gutter repairs and limited storm sewer improvements is proposed along the following roadways, totaling approximately 1,423 feet (0.27 miles): ▪ Wedgewood Drive between Old S.T.H. 10 and the cul-de-sac ▪ Brueberry Lane between Old S.T.H. 10 and Parkshore Drive ▪ Parkshore Drive between Old S.T.H. 10 and the cul-de-sac A map showing the project locations can be found on Figure 1 in Appendix A. Replacing portions of the City’s deteriorating utility infrastructure in conjunction with the proposed street improvements provides an opportunity to minimize the replacement costs and traffic disruptions associated with the work. Proposed utility improvements include the following: ▪ Installation of new water main along all fully reconstructed roadways ▪ Repair or replacement of hydrants and gate valves ▪ Repair or installation of storm sewer to improve overall drainage ▪ Adjusting existing sanitary sewer manholes and partial or full replacement of structurally deficient manholes ▪ Spot repairs to the sanitary sewer based off the City’s televising reports ▪ Lining of sanitary sewer mains and services The proposed improvement cost is estimated to be $3,301,193 which includes a 10% contingency and 27% indirect costs. Funding for the project will be provided through assessments to benefiting properties, sanitary sewer utility funds, water main utility funds, and other City funds. Feasibility Report Pavement Management Program 2018 Street and Utility Improvement Project City of Arden Hills Project No. 18-STR-065 WSB Project No. R-010111-000 Page 2 The proposed project is scheduled to begin construction during the spring of 2018, with substantial completion by October 2018. The final wear course of bituminous pavement will be placed in 2018. This project is feasible, necessary, and cost-effective from an engineering standpoint and should be constructed as proposed herein. Feasibility Report Pavement Management Program 2018 Street and Utility Improvement Project City of Arden Hills Project No. 18-STR-065 WSB Project No. R-010111-000 Page 3 2. PAVEMENT MANAGEMENT PROGRAM 2.1 Introduction 2.1.1 Authorization On April 24, 2017, the Arden Hills City Council authorized the preparation of an engineering feasibility report for the 2018 Street and Utility Improvement Project. This project is included in the City’s PMP. 2.1.2 Scope This report investigates the feasibility of proposed improvements to streets and utilities identified within the City’s Capital Improvement Plan and PMP. Streets proposed for the 2018 Street and Utility Improvement Project were initially considered because of existing pavement conditions and known utility failures. The streets proposed for improvements include: ▪ Indian Oaks Court between James Avenue and the cul-de-sac ▪ Indian Oaks Trail between Hamline Avenue North and the cul-de-sac ▪ West Floral Drive between Hamline Avenue North and the dead end ▪ James Circle between West Floral Drive and the cul-de-sac ▪ Gale Circle between West Floral Drive and the cul-de-sac ▪ Norma Circle between West Floral Drive and the cul-de-sac ▪ Wedgewood Drive between Old S.T.H. 10 and the cul-de-sac ▪ Brueberry Lane between Old S.T.H. 10 and Parkshore Drive ▪ Parkshore Drive between Old S.T.H. 10 and the cul-de-sac The project area is shown in Figure 1 of Appendix A. Improvements within this report include roadway reconstruction, sanitary sewer repairs, water main repairs, and drainage and storm sewer improvements. 2.1.3 Data Available Information and materials used in the preparation of this report include the following: ▪ City of Arden Hills 2030 Comprehensive Plan and CIP ▪ City of Arden Hills Record Plans ▪ Public Works Maintenance Records ▪ Private Utility Maps ▪ Utility Record Drawings ▪ Field Observations of the Area ▪ Field Survey ▪ Televising Reports of the Sanitary Sewer System, City of Arden Hills dated April through June of 2017 ▪ Geotechnical Evaluation Report, WSB & Associates dated August 2017 Feasibility Report Pavement Management Program 2018 Street and Utility Improvement Project City of Arden Hills Project No. 18-STR-065 WSB Project No. R-010111-000 Page 4 ▪ City of Arden Hills Assessment Policy ▪ City of Arden Hills Pavement Management Philosophy 2.1.4 Project Background The City of Arden Hills has a Capital Improvement Plan to maintain infrastructure within the City. The Floral, Indian Oaks, and Parkshore neighborhoods have all been identified as potential areas for the biannual PMP, in which the streets are reconstructed and issues with utilities are addressed. 2.2 Existing Conditions 2.2.1 Roadway Streets within the proposed improvement area are aging and exhibiting alligator cracking, edge cracking, transverse cracking, and longitudinal cracking. All project areas contain landscaping, trees, sump/roof drain pipe extensions, and numerous other private improvements beyond the edge of the roadway and within City right-of-way. Table 1 provides a summary of existing street conditions within the 2018 Street and Utility Improvement Project. Table 1 – 2018 Street and Utility Improvement Project Summary of Existing Street Conditions Street Name Location ROW (feet) Length (feet) Width (feet) Approx. Year of Latest Structural Project Indian Oaks Court James Avenue to cul-de-sac 50 570 27 1991 Indian Oaks Trail Hamline Avenue North to cul-de-sac 60 1085 30 1991 West Floral Drive Hamline Avenue North to dead end 63 1350 32 1991 James Circle West Floral Drive to cul-de-sac 60 650 30 1993 Gale Circle West Floral Drive to cul-de-sac 60 315 29 1993 Norma Circle West Floral Drive to cul-de-sac 58 125 29 1993 Wedgewood Drive Old S.T.H. 10 to cul-de-sac 60 260 31 1987 Brueberry Lane Old S.T.H. 10 to Parkshore Drive 60 610 31 1987 Parkshore Drive Old S.T.H. 10 to cul-de-sac 66 555 31 1987 Feasibility Report Pavement Management Program 2018 Street and Utility Improvement Project City of Arden Hills Project No. 18-STR-065 WSB Project No. R-010111-000 Page 5 A copy of the soil boring records and location map prepared for this project by WSB & Associates, Inc., dated August 2017, may be found in Appendix D of this feasibility report. 2.2.2 Sanitary Sewer The existing sanitary sewer system in the project area consists of 8-inch-diameter polyvinyl chloride pipe (PVC), 8-inch vitrified clay pipe (VCP), and 12-inch reinforced concrete pipe (RCP). The existing sanitary sewer was televised and found to be in fair condition with few cracks or sags in the pipes along most streets. The sanitary sewer along Indian Oaks Trail is 12-inch RCP and is exhibiting signs of inflow and infiltration (I/I) along cracks in the main pipe and at service connections. The 8-inch VCP sanitary sewer on Indian Oaks Court is also experiencing I/I, based on the televising information. 2.2.3 Water Main Per City record drawings, the existing water main in the project area consists of 6, 8, and 12-inch-diameter ductile iron pipe (DIP) installed when the road was originally constructed. There is a history of water main breaks and corrosion of the bolts of the water main fittings in the proposed project area. A summary of the water main is shown in Table 2. Table 2 – 2018 Street and Utility Improvement Project Summary of Existing Water Main Conditions Street Name Pipe Size Pipe Material Number of Known Water Main Breaks Indian Oaks Court 6" Ductile Iron - Indian Oaks Trail 6" Ductile Iron 2 West Floral Drive 8" Ductile Iron - James Circle 6" Ductile Iron - Gale Circle 6" Ductile Iron 1 Norma Circle 6" Ductile Iron - Wedgewood Drive 6" Ductile Iron 1 Brueberry Lane 6" Ductile Iron 1* Parkshore Drive 12" Ductile Iron - * Valve repair at intersection of Brueberry Lane and Parkshore Drive 2.2.4 Drainage In the Parkshore neighborhood, runoff is collected by catch basins and conveyed through the existing storm sewer system which ultimately discharges to Lake Valentine. Settlements in some areas of the curb and gutter result in standing water after rain events. Feasibility Report Pavement Management Program 2018 Street and Utility Improvement Project City of Arden Hills Project No. 18-STR-065 WSB Project No. R-010111-000 Page 6 Limited storm sewer exists within the proposed reconstruction project areas. Storm water along James Circle and Gale Circle is directed over the roadway by bituminous curb to the existing storm water pipes at low points in the southern ends of the roadways. The storm sewer discharges to low lying areas that ultimately drain overland to right-of-way owned by the Minnesota Department of Transportation (MnDOT). On Norma Circle, there is a bituminous flume located at the low point on the western side of the cul-de-sac. This bituminous flume directs the storm water to a ditch conveyance system that carries the water through the southeastern corner of the adjacent property (1474 West Floral Drive) and then to the MnDOT right-of-way. No ditch conveyance system, curb and gutter, or storm sewer currently exist along West Floral Drive. Storm water in the Indian Oaks neighborhood is directed through a ditch conveyance system to existing storm sewer facilities. These facilities drain to an existing pond/wetland located on Indian Oaks Court or to existing storm sewer along Hamline Avenue North, James Avenue, and Norma Avenue. The Indian Oaks neighborhood has a history of drainage issues and complaints from residents. Former residents have built structures and altered landscaping within drainage easements that have affected the pattern of runoff and the drainage to and from the storm water pond on Indian Oaks Court. The water in this pond is stagnant for much of the year and leads to algal blooms. Drainage issues associated with Floral Park and the trail connection at Norma Avenue and Briarknoll Drive are also being considered with this project to correct emergency overflow issues. There is no existing storm sewer and during high-frequency rainfall events, runoff from Floral Park either floods low lying wooded areas along the trail or flows down the bituminous trail and into the yard of 4242 Norma Avenue. 2.2.5 Private Utilities Private utilities that have facilities in or near the project area will be notified during the final design phase of the project and will be requested to coordinate any necessary repairs and replacements as needed at their cost. Private utility companies that have facilities within the project area include the following: ▪ Comcast (Cable) ▪ CenturyLink (Telephone/Internet) ▪ Xcel Energy (Electric/Gas) ▪ Zayo Bandwidth (Telephone/Internet) Feasibility Report Pavement Management Program 2018 Street and Utility Improvement Project City of Arden Hills Project No. 18-STR-065 WSB Project No. R-010111-000 Page 7 2.3 Proposed Improvements 2.3.1 Roadway For Indian Oaks Court, Indian Oaks Trail, West Floral Drive, James Circle, Gale Circle and Norma Circle, the roadway is to be reconstructed with subgrade corrections, a 12- inch sand section, and concrete curb and gutter. This design is based on soil conditions found from the soil borings (see Appendix D) and previous project experience. In these areas, the reconstructed roadway grades will be designed in such a way to minimize impacts to existing neighborhood features such as trees, landscaping, and driveways. Full depth reclamation of the bituminous roadways and spot curb and gutter repairs are proposed for Wedgewood Circle, Brueberry Lane, and Parkshore Drive. The underlying utility conditions and the existing subgrade beneath the bituminous pavement do not require a full reconstruction of the roadway. 2.3.2 Sanitary Sewer The proposed sanitary sewer improvements include adjusting existing manholes to allow for the reconstructed roadway grades, partial or full manhole repairs, addressing any joint offsets or sags with new sanitary sewer pipe, and lining sanitary sewer main/services that are experiencing I/I. Due to sags and pipe deformations, spot repairs are needed along the mains on West Floral Drive and Norma Circle. Lining the sanitary sewer with a cured-in-place pipe liner is proposed for the sanitary sewer on Indian Oaks Court and Indian Oaks Trail (west of James Avenue). 2.3.3 Water Main All existing water main along Wedgewood Circle, Brueberry Lane, and Parkshore Drive is to remain in-place. New 8-inch PVC water main is proposed along all reconstructed roadways. This main will replace the current, deteriorating line that has experienced breaks within the last few years and that has not been replaced since originally constructed. Hydrants and valves will also be replaced in these areas. 2.3.4 Drainage Reconstruction of the streets provides the opportunity to improve the drainage within the project area through the installation of new or additional storm sewer facilities. Proposed drainage improvements include installing new storm sewer in the Floral and Indian Oaks neighborhoods, reconstructing or replacing existing catch basins in all neighborhoods, and addressing drainage concerns with the pond on Indian Oaks Court. Storm sewer will also be added along the northeast side of the Floral Park trail to direct the runoff to the existing storm sewer facilities on Norma Avenue. Feasibility Report Pavement Management Program 2018 Street and Utility Improvement Project City of Arden Hills Project No. 18-STR-065 WSB Project No. R-010111-000 Page 8 Storm drainage will meet Minnesota Pollution Control Agency (MPCA) and Rice Creek Watershed District (RCWD) permanent quality and rate control requirements. Temporary erosion and sediment control devices will be utilized during construction in accordance with pertinent NPDES permit requirements. 2.3.5 Easements It is anticipated that all roadway improvements will take place within the existing roadway right-of-way or within existing drainage and utility easements. However, further investigation will be required to determine whether temporary easements exist for areas of storm water discharge. Additional permanent right-of-way or easement acquisition is not expected to be needed to construct the project as proposed. Temporary construction access of private property may be required to accommodate driveway repair, water/sewer service replacement, and final boulevard grading. Written permission or waiver of trespass agreements will be secured from private property owners for these encroachments to the greatest extent possible. 2.3.6 Permits/Approvals The anticipated permits and approvals required and the respective regulatory agencies are listed below: ▪ Minnesota Pollution Control Agency (NPDES) .... Erosion/Storm Water Permit ▪ Minnesota Department of Transportation ........................ Right-of-Way Permit ▪ Ramsey County ................................................................. Right-of-Way Permit ▪ Rice Creek Watershed District ..................... Erosion Control, Wetland Impacts ▪ Minnesota Department of Health .................... Extension of Water Main Permit 2.3.7 Construction Access/Staging The contractor will be responsible for providing access to all properties throughout the project. Adequately signed detours will be identified to direct traffic around the construction zones and notify users of the increased truck and construction activity. 2.3.8 Public Involvement A public informational meeting for the proposed project was conducted August 3, 2017. Preliminary information was presented to attendees regarding the proposed improvements, costs, funding, schedule, and impacts associated with the project, and comment cards were made available. A summary of correspondence received and questions and answers provided at the informational meeting are included in Appendix F. Feasibility Report Pavement Management Program 2018 Street and Utility Improvement Project City of Arden Hills Project No. 18-STR-065 WSB Project No. R-010111-000 Page 9 3. FINANCING 3.1 Opinion of Cost A detailed opinion of probable cost is included in Appendix B of this report. The opinion of probable cost is based on projected construction costs for 2018 and includes a 10% contingency and 27% indirect costs. The indirect costs include engineering, legal, and administrative costs associated with the project. The project costs are summarized as follows: Table 3 – 2018 Street and Utility Improvement Project Summary of Project Costs Improvement Estimated Reclamation Area Cost Estimated Reconstruction Area Cost Street Improvements $219,295.47 $1,503,996.72 Sanitary Sewer Improvements - $270,724.63 Water Main Improvements - $751,124.99 Storm Sewer and Drainage Improvements $25,844.50 $530,206.20 Total Estimated Project Cost by Area $245,139.97 $3,056,052.54 GRAND TOTAL $3,301,192.51 3.2 Funding Funding for the project will be provided through assessments to benefiting properties, sanitary sewer funds, water main funds, and other City funds. The City will pursue grant funding opportunities, if available, including the latest MCES I/I grant cycle. The proposed funding is outlined as follows: Table 4 – 2018 Street and Utility Improvement Project Funding Summary Funding Source Amount for Reclamation Area Amount for Reconstruction Area Residential Assessments $109,647.73 $751,998.36 PIR Fund $109,647.74 $751,998.36 Sanitary Sewer Utility Fund - $270,724.63 Water Main Utility Fund - $751,124.99 Surface Water Management Fund $25,844.50 $530,206.20 Total by Area $245,139.97 $3,056,052.54 GRAND TOTAL $3,301,192.51 Feasibility Report Pavement Management Program 2018 Street and Utility Improvement Project City of Arden Hills Project No. 18-STR-065 WSB Project No. R-010111-000 Page 10 3.3 Preliminary Assessment Roll Assessments will be levied to the benefiting properties as outlined in Minnesota Statute 429 and the City of Arden Hills’ Assessment Policy. A detailed preliminary Assessment Roll is included in Appendix C. Special Assessments to benefiting properties along residential streets are proposed to fund 50% of the surface improvements for residential properties identified for the project, with the remaining 50% paid for with City funds. Assessments for this project were calculated using the residential equivalent unit method as identified in the City’s Assessment Policy. The proposed assessment roll and a summary of the proposed assessment calculations are included in Appendix C of this report, along with an Assessment Map ID highlighting the benefiting properties. The assessment rates for roadway reconstruction are: Single-Family Residential District (R-1) ...........................................$10,300/unit Parks and Open Space District (POS) ................................................$10,300/unit The assessment rates for roadway reclamation are: Single-Family Residential District (R-1) ...........................................$2,000/unit Townhouse and Low-Density Multiple Dwelling District (R-3) .......$2,000/unit* Parks and Open Space District (POS) ................................................$2,000/unit * Due to the area of the lots, individual townhomes on Brueberry Lane will be assessed as 0.5 units, or $1,000/townhome. It is important to note that the City may consider obtaining a benefit appraisal to verify assessment rates for street, water main, and sanitary sewer. Feasibility Report Pavement Management Program 2018 Street and Utility Improvement Project City of Arden Hills Project No. 18-STR-065 WSB Project No. R-010111-000 Page 11 4. PROJECT SCHEDULE The proposed project schedule for the 2018 Street and Utility Improvements Project is as follows: Neighborhood Open House Held ....................................................................... August 3, 2017 Accept Feasibility Report/Set Public Hearing .................................................. August 14, 2017 Public Improvement Hearing/Order Project ............................................... September 25, 2017 Approve Plans and Specifications/Authorize Ad for Bid .......................January/February 2018 Open Bids/Compute Assessments ............................................................February/March 2018 Declare Costs/Set Assessment Hearing ................................................................... March 2018 Assessment Hearing ................................................................................................... April 2018 Award Construction Contract ............................................................................ April/May 2018 Begin Construction ............................................................................................. May/June 2018 Substantial Completion ....................................................................... September/October 2018 Certify Assessments to County .......................................................................... November 2018 Final Completion (Final Lift of Bituminous Wear Course) ....................................... June 2019 Final Project Payment ..................................................................................... July/August 2019 Record Plan Completion ...........................................................................February/March 2019 Warranty Inspection (Within 2 years of Substantial Completion)........ August/September 2020 * Schedule assumes all private utility and gas main relocation work is completed prior to start of construction. Feasibility Report Pavement Management Program 2018 Street and Utility Improvement Project City of Arden Hills Project No. 18-STR-065 WSB Project No. R-010111-000 Page 12 5. FEASIBILITY, NECESSITY, AND COST EFFECTIVENESS The improvements proposed in this study are necessary for a number of reasons. The reconstruction of the streets provides the City with a cost-effective means of continuing the City’s street improvement efforts and ensuring an adequate means of transportation for local residents. In addition to rehabilitating roadway pavements, the project will allow for the correction of existing drainage problems by increasing the cross-sectional crown and improving the conveyance of runoff with a concrete curb and gutter system. These improvements will provide a longer lasting street section needing less maintenance over time. The proposed improvements constitute a project large enough to ensure a competitive bidding environment, economy of scale, and are deemed to be cost-effective. Based on the information contained within this report, the proposed improvements as described can be considered to be necessary, cost-effective, and feasible from an engineering standpoint. The project feasibility is subject to financial review by the City. Feasibility Report Pavement Management Program 2018 Street and Utility Improvement Project City of Arden Hills Project No. 18-STR-065 WSB Project No. R-010111-000 Page 13 6. CONCLUSIONS AND RECOMMENDATION The 2018 Street and Utility Improvement Project was initiated by the Cit y’s PMP. Streets proposed for improvements in 2018 are based on the current roadway conditions and includes improvements meeting the minimum City standards defined by the Arden Hills Pavement Management Philosophy. Roadway reconstruction, consisting of removal of the existing bituminous pavement, subgrade correction, addition of concrete curb and gutter, watermain replacement, sanitary sewer repairs, and new bituminous pavement, is proposed along the following roadways: ▪ Indian Oaks Court between James Avenue and the cul-de-sac ▪ Indian Oaks Trail between Hamline Avenue North and the cul-de-sac ▪ West Floral Drive between Hamline Avenue North and the dead end ▪ James Circle between West Floral Drive and the cul-de-sac ▪ Gale Circle between West Floral Drive and the cul-de-sac ▪ Norma Circle between West Floral Drive and the cul-de-sac Full depth reclamation with concrete curb and gutter repairs and limited storm sewer improvements is proposed along the following roadways: ▪ Wedgewood Drive between Old S.T.H. 10 and the cul-de-sac ▪ Brueberry Lane between Old S.T.H. 10 and Parkshore Drive ▪ Parkshore Drive between Old S.T.H. 10 and the cul-de-sac The total estimated cost for the 2018 Street and Utility Improvement Project is $3,301,192.51. Proposed funding for the project is provided through a combination of Special Assessments and City funds. The proposed improvements constitute a project large enough to ensure a competitive bidding environment, economy of scale, and are deemed to be cost-effective. Based on the information contained within this report, the proposed improvements as described can be considered necessary, cost-effective, and feasible from an engineering standpoint. Feasibility Report Pavement Management Program 2018 Street and Utility Improvement Project City of Arden Hills Project No. 18-STR-065 WSB Project No. R-010111-000 APPENDIX A Figure 1 – Project Location Map Figure 2 – Typical Section INDIAN OAKS CT INDIAN OAKS TRL W FLORAL DR PARKSHORE DR WEDGEWOOD CIR B R U E B E R R Y L N N O R M A C I R G A L E C I R J A M E S C I R 0 500Feet¯2018 PMP Project AreaBrueberry Lane, Gale Circle, Indian Oaks Court, Indian Oaks Trail, James Circle, Norma Circle, Parkshore Drive, Wedgewood Drive, & W Floral Drive D o c u m e n t P a t h : K : \ P e r s o n a l \ K e l s e y G e l h a r \ A r d e n H i l l s \ 2 0 1 8 P M P G I S \ P r o j e c t A r e a . m x d D a t e S a v e d : 3 / 3 0 / 2 0 1 7 9 : 4 9 : 2 7 A M 1 inch = 333 feet TYPICAL SECTION 2 INSET A TITLE TITLE ARDEN HILLS, MINNESOTA FIGURE WSB NO. 010111-000701 Xenia Avenue South, Suite 300 Minneapolis, MN 55416WSBTel: (763) 541-4800 wsbeng.com Fax: (763) 541-1700 engineering planning constructionenvironmental 2018 STREET & UTILITY RECONSTRUCTED STREETS IMPROVEMENT PROJECT Feasibility Report Pavement Management Program 2018 Street and Utility Improvement Project City of Arden Hills Project No. 18-STR-065 WSB Project No. R-010111-000 APPENDIX B Opinion of Probable Cost WSB Project:2018 Street and Utility Improvement Project Design By:KJG Project Location:City of Arden Hills Checked By:JLS City Project No.:18-STR-065 WSB Project No:010111-000 Date:8/9/2017 Item No. MN/DOT Specification No. Description Unit Estimated Total Quantity Estimated Unit Price Estimated Total Cost 1 2021.501 MOBILIZATION LUMP SUM 1 $104,075.35 $104,075.35 2 2101.502 CLEARING TREE 8 $250.00 $2,000.00 3 2101.511 GRUBBING TREE 8 $250.00 $2,000.00 4 2104.501 REMOVE CONCRETE CURB AND GUTTER LIN FT 360 $4.00 $1,440.00 5 2104.503 REMOVE CONCRETE WALK SQ FT 400 $2.50 $1,000.00 6 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD 18,030 $3.25 $58,597.50 7 2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT SQ YD 720 $8.00 $5,760.00 8 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SQ YD 1,100 $6.00 $6,600.00 9 2104.509 REMOVE SIGN EACH 15 $35.00 $525.00 10 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH)LIN FT 630 $6.00 $3,780.00 11 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT 620 $4.00 $2,480.00 12 2104.601 SALVAGE AND REINSTALL LANDSCAPE STRUCTURES LUMP SUM 1 $5,000.00 $5,000.00 13 2104.602 SALVAGE AND REINSTALL MAILBOX EACH 70 $100.00 $7,000.00 14 2104.618 SALVAGE AND REINSTALL BRICK PAVERS SQ FT 150 $9.00 $1,350.00 15 2104.618 SALVAGE AND REINSTALL RETAINING WALL SQ FT 215 $8.00 $1,720.00 16 2105.501 COMMON EXCAVATION (EV) (P)CU YD 3,700 $14.50 $53,650.00 17 2105.507 SUBGRADE EXCAVATION (EV)CU YD 5,500 $14.50 $79,750.00 18 2105.522 SELECT GRANULAR BORROW (CV)CU YD 5,500 $17.00 $93,500.00 19 2105.604 GEOTEXTILE FABRIC TYPE V SQ YD 16,300 $1.75 $28,525.00 20 2112.501 SUBGRADE PREPARATION ROAD STA 42 $180.00 $7,560.00 21 2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR 30 $115.00 $3,450.00 22 2130.501 WATER (DUST CONTROL)MGAL 70 $45.00 $3,150.00 23 2130.501 WATER (TURF ESTABLISHMENT)MGAL 610 $45.00 $27,450.00 24 2211.501 AGGREGATE BASE CLASS 5 TON 6,810 $16.00 $108,960.00 25 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 640 $3.00 $1,920.00 26 2360.501 TYPE SP 9.5 WEARING COURSE MIX (2,B)TON 1,070 $57.00 $60,990.00 27 2360.502 TYPE SP 12.5 NON WEAR COURSE MIX (2,B)TON 1,430 $55.00 $78,650.00 28 2360.503 TYPE SP 9.5 WEARING COURSE MIX (2,B) (3.0" THICK)SQ YD 100 $28.00 $2,800.00 29 2504.602 IRRIGATION SYSTEM REPAIR EACH 7 $350.00 $2,450.00 30 2505.601 UTILITY COORDINATION LUMP SUM 1 $5,000.00 $5,000.00 31 2521.501 4" CONCRETE WALK SQ FT 400 $8.00 $3,200.00 32 2531.501 CONCRETE CURB & GUTTER DESIGN B618 LIN FT 9,300 $13.00 $120,900.00 33 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SQ YD 1,300 $55.00 $71,500.00 34 2531.604 7" CONCRETE VALLEY GUTTER SQ YD 15 $55.00 $825.00 35 2531.618 TRUNCATED DOMES SQ FT 32 $43.50 $1,392.00 36 2563.601 TRAFFIC CONTROL LUMP SUM 1 $3,750.00 $3,750.00 37 2564.653 SIGN PANELS TYPE C EACH 30 $55.00 $1,650.00 38 2573.502 SILT FENCE, TYPE MACHINE SLICED LIN FT 830 $3.00 $2,490.00 39 2573.533 SEDIMENT CONTROL LOG TYPE ROCK LIN FT 100 $5.00 $500.00 40 2575.505 SODDING TYPE LAWN SQ YD 13,430 $6.00 $80,580.00 41 2573.530 STORM DRAIN INLET PROTECTION EACH 4 $150.00 $600.00 42 2573.535 STABILIZED CONSTRUCTION EXIT EACH 5 $750.00 $3,750.00 43 2573.603 BIOROLL LIN FT 2,063 $3.50 $7,220.50 44 2574.525 COMMON TOPSOIL BORROW (CV)CU YD 570 $30.00 $17,100.00 CONSTRUCTION TOTAL $1,076,590.35 CONTINGENCY TOTAL (10%)$107,659.04 SUBTOTAL TOTAL $1,184,249.39 INDIRECT COST TOTAL (27%)$319,747.33 TOTAL - SURFACE IMPROVEMENTS (RECONSTRUCTION)$1,503,996.72 Opinion of Probable Cost A. SURFACE IMPROVEMENTS - FULL RECONSTRUCTION AREA B. SANITARY SEWER IMPROVEMENTS - FULL RECONSTRUCTION AREA K:\010111-000\Quantity\Preliminary\Opinion of Probable Cost KJG - WORKING WSB Project:2018 Street and Utility Improvement Project Design By:KJG Project Location:City of Arden Hills Checked By:JLS City Project No.:18-STR-065 WSB Project No:010111-000 Date:8/9/2017 Item No. MN/DOT Specification No. Description Unit Estimated Total Quantity Estimated Unit Price Estimated Total Cost Opinion of Probable Cost A. SURFACE IMPROVEMENTS - FULL RECONSTRUCTION AREA452104.509 REMOVE CASTING EACH 29 $150.00 $4,350.00 46 2104.501 REMOVE SEWER PIPE (SANITARY)LIN FT 60 $6.50 $390.00 47 2105.601 DEWATERING LUMP SUM 1 $2,000.00 $2,000.00 48 2503.602 TEMPORARY BY-PASS PUMPING LUMP SUM 1 $5,000.00 $5,000.00 49 2503.602 CONNECT TO EXISTING SANITARY SEWER EACH 3 $1,250.00 $3,750.00 50 2503.603 8" PVC PIPE SEWER LIN FT 60 $100.00 $6,000.00 51 2503.603 8" CURED-IN-PLACE PIPE SYSTEM LIN FT 640 $35.00 $22,400.00 52 2503.603 12" CURED-IN-PLACE PIPE SYSTEM LIN FT 690 $45.00 $31,050.00 53 2503.603 LATERAL CONNECTION HAT EACH 20 $5,000.00 $100,000.00 54 2506.516 CASTING ASSEMBLY EACH 29 $650.00 $18,850.00 CONSTRUCTION TOTAL $193,790.00 CONTINGENCY TOTAL (10%)$19,379.00 SUBTOTAL TOTAL $213,169.00 INDIRECT COST TOTAL (27%)$57,555.63 TOTAL - SANITARY SEWER IMPROVEMENTS $270,724.63 55 2104.501 REMOVE WATER MAIN LIN FT 4,450 $4.00 $17,800.00 56 2104.501 REMOVE CURB STOP & BOX EACH 71 $125.00 $8,875.00 57 2104.501 REMOVE WATER SERVICE PIPE EACH 2,070 $2.50 $5,175.00 58 2104.509 REMOVE GATE VALVE & BOX EACH 8 $190.00 $1,520.00 59 2104.601 REMOVE HYDRANT EACH 14 $350.00 $4,900.00 60 2104.601 TEMPORARY WATER SERVICE LUMP SUM 1 $25,000.00 $25,000.00 61 2105.601 DEWATERING LUMP SUM 1 $5,000.00 $5,000.00 62 2504.602 CONNECT TO EXISTING WATER SERVICE EACH 71 $500.00 $35,500.00 63 2504.602 CONNECT TO EXISTING WATER MAIN EACH 4 $1,750.00 $7,000.00 64 2504.602 1" CORPORATION STOP EACH 71 $270.00 $19,170.00 65 2504.602 1" CURB STOP & BOX EACH 71 $300.00 $21,300.00 66 2504.602 INSTALL HYDRANT EACH 14 $4,500.00 $63,000.00 67 2504.602 6" GATE VALVE & BOX EACH 14 $2,000.00 $28,000.00 68 2504.602 8" GATE VALVE & BOX EACH 8 $2,800.00 $22,400.00 69 2504.603 1" TYPE PE PIPE LIN FT 2,070 $20.00 $41,400.00 70 2504.603 6" WATERMAIN DUCTILE IRON CL 52 LIN FT 140 $36.00 $5,040.00 71 2504.603 8" PVC WATERMAIN LIN FT 4,450 $45.00 $200,250.00 72 2504.604 4" POLYSTYRENE INSULATION SQ YD 60 $40.00 $2,400.00 73 2504.608 DUCTILE IRON FITTINGS POUND 3,990 $6.00 $23,940.00 122.1977273CONSTRUCTION TOTAL $537,670.00 CONTINGENCY TOTAL (10%)$53,767.00 SUBTOTAL TOTAL $591,437.00 INDIRECT COST TOTAL (27%)$159,687.99 TOTAL - WATER MAIN IMPROVEMENTS $751,124.99 74 2104.501 REMOVE PIPE CULVERTS LIN FT 42 $40.00 $1,680.00 75 2105.501 COMMON EXCAVATION (P)CU YD 402 $25.00 $10,050.00 76 2105.523 COMMON BORROW CU YD 360 $35.00 $12,600.00 77 2105.601 DEWATERING LUMP SUM 1 $5,000.00 $5,000.00 78 2411.507 CONCRETE FLUME EACH 1 $1,000.00 $1,000.00 79 2501.515 24" RC PIPE APRON EACH 4 $1,000.00 $4,000.00 80 2502.541 6" PERF PE PIPE DRAIN LIN FT 3,000 $12.50 $37,500.00 81 2503.511 15" RC PIPE SEWER CLASS V LIN FT 420 $55.00 $23,100.00 82 2503.511 18" RC PIPE SEWER CLASS III LIN FT 2,040 $60.00 $122,400.00 C. WATER MAIN IMPROVEMENTS - FULL RECONSTRUCTION AREA D. DRAINAGE IMPROVEMENTS - FULL RECONSTRUCTION AREA K:\010111-000\Quantity\Preliminary\Opinion of Probable Cost KJG - WORKING WSB Project:2018 Street and Utility Improvement Project Design By:KJG Project Location:City of Arden Hills Checked By:JLS City Project No.:18-STR-065 WSB Project No:010111-000 Date:8/9/2017 Item No. MN/DOT Specification No. Description Unit Estimated Total Quantity Estimated Unit Price Estimated Total Cost Opinion of Probable Cost A. SURFACE IMPROVEMENTS - FULL RECONSTRUCTION AREA832503.511 24" RC PIPE SEWER CLASS III LIN FT 600 $70.00 $42,000.00 84 2503.602 CONNECT TO EXISTING STORM SEWER EACH 3 $1,200.00 $3,600.00 85 2503.602 6" CLEAN-OUT ASSEMBLY EACH 60 $300.00 $18,000.00 86 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT 160 $400.00 $64,000.00 87 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 (2'X3')EACH 1 $2,200.00 $2,200.00 88 2506.502 18" NYLOPLAST DRAIN BASIN EACH 2 $1,500.00 $3,000.00 89 2506.502 18" NYLOPLAST INLINE BASIN EACH 2 $1,000.00 $2,000.00 90 2506.502 12" NYLOPLAST STANDARD GRATE CASTING EACH 4 $1,000.00 $4,000.00 91 2506.516 CASTING ASSEMBLY EACH 33 $600.00 $19,800.00 92 2511.501 RANDOM RIPRAP CLASS III CU YD 20 $80.00 $1,600.00 93 2575.523 EROSION CONTROL BLANKET SQ YD 572 $3.50 $2,002.00 CONSTRUCTION TOTAL $379,532.00 CONTINGENCY TOTAL (10%)$37,953.20 SUBTOTAL TOTAL $417,485.20 INDIRECT COST TOTAL (27%)$112,721.00 TOTAL - DRAINAGE IMPROVEMENTS $530,206.20 45 2021.501 MOBILIZATION LUMP SUM 1 $8,356.00 $8,356.00 46 2104.501 REMOVE CONCRETE CURB AND GUTTER LIN FT 330 $4.00 $1,320.00 47 2104.505 REMOVE BITUMINOUS PAVEMENT SQ YD 0 $2.75 $0.00 48 2104.509 REMOVE SIGN EACH 4 $35.00 $140.00 49 2104.509 REMOVE CASTING EACH 8 $150.00 $1,200.00 50 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT 210 $4.00 $840.00 51 2104.602 SALVAGE AND REINSTALL MAILBOX EACH 5 $100.00 $500.00 52 2123.610 STREET SWEEPER (WITH PICKUP BROOM)HOUR 20 $120.00 $2,400.00 53 2130.501 WATER (DUST CONTROL)MGAL 30 $45.00 $1,350.00 54 2130.501 WATER (TURF ESTABLISHMENT)MGAL 10 $45.00 $450.00 55 2215.501 FULL DEPTH RECLAMATION S Y 7,300 $4.50 $32,850.00 56 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 370 $3.00 $1,110.00 57 2360.501 TYPE SP 9.5 WEARING COURSE MIX (2,B)TON 620 $60.00 $37,200.00 58 2360.502 TYPE SP 12.5 NON WEAR COURSE MIX (2,B)TON 830 $58.00 $48,140.00 59 2504.602 ADJUST VALVE BOX - WATER EACH 6 $250.00 $1,500.00 60 2506.521 CASTING ASSEMBLY EACH 8 $350.00 $2,800.00 61 2531.501 CONCRETE CURB & GUTTER DESIGN B618 LIN FT 330 $13.00 $4,290.00 62 2563.601 TRAFFIC CONTROL LUMP SUM 1 $3,750.00 $3,750.00 63 2564.653 SIGN PANELS TYPE C EACH 8 $55.00 $440.00 64 2573.502 SILT FENCE, TYPE MACHINE SLICED LIN FT 290 $3.00 $870.00 65 2575.505 SODDING TYPE LAWN SQ YD 100 $6.00 $600.00 66 2573.530 STORM DRAIN INLET PROTECTION EACH 12 $150.00 $1,800.00 67 2573.535 STABILIZED CONSTRUCTION EXIT EACH 3 $750.00 $2,250.00 68 2573.603 BIOROLL LIN FT 720 $3.50 $2,520.00 69 2574.525 COMMON TOPSOIL BORROW (CV)CU YD 10 $30.00 $300.00 CONSTRUCTION TOTAL $156,976.00 CONTINGENCY TOTAL (10%)$15,697.60 SUBTOTAL TOTAL $172,673.60 INDIRECT COST TOTAL (27%)$46,621.87 TOTAL - SURFACE IMPROVEMENTS (RECONSTRUCTION)$219,295.47 70 2506.516 CASTING ASSEMBLY EACH 10 $600.00 $6,000.00 71 2506.602 RECONSTRUCT DRAINAGE STRUCTURE EACH 10 $1,250.00 $12,500.00 F. DRAINAGE IMPROVEMENTS - RECLAMATION AREA E. SURFACE IMPROVEMENTS - RECLAMATION AREA K:\010111-000\Quantity\Preliminary\Opinion of Probable Cost KJG - WORKING WSB Project:2018 Street and Utility Improvement Project Design By:KJG Project Location:City of Arden Hills Checked By:JLS City Project No.:18-STR-065 WSB Project No:010111-000 Date:8/9/2017 Item No. MN/DOT Specification No. Description Unit Estimated Total Quantity Estimated Unit Price Estimated Total Cost Opinion of Probable Cost A. SURFACE IMPROVEMENTS - FULL RECONSTRUCTION AREACONSTRUCTION TOTAL $18,500.00 CONTINGENCY TOTAL (10%)$1,850.00 SUBTOTAL TOTAL $20,350.00 INDIRECT COST TOTAL (27%)$5,494.50 TOTAL - DRAINAGE IMPROVEMENTS $25,844.50 Street and Utility Project Total - 2016 Street & Utility Improvement Project $3,301,192.51 K:\010111-000\Quantity\Preliminary\Opinion of Probable Cost KJG - WORKING Feasibility Report Pavement Management Program 2018 Street and Utility Improvement Project City of Arden Hills Project No. 18-STR-065 WSB Project No. R-010111-000 APPENDIX C Preliminary Assessment Map A Preliminary Assessment Map B Preliminary Assessment Roll )m %&h( %&h( 40 40 38 39 3 37 2 9 11 41 5956 1 8 5 20 19 6 74 10 66 67 31 22 35 43 30 50 5251 42 28 49 29 21 24 63 16 26 25 57 36 73 58 33 46 18 17 60 32 62 13 68 34 27 61 14 23 64 44454748 555453 72717069 15 65 12 U S T H 1 0 ISTH 694 Colleen Ave CSAH 12 N H a m l i n e A v e W Floral Dr F e r n w o o d S t Royal La B r i a r k n o l l D r Indian Oaks Tr Wyncrest Dr J a m e s A v e Dawn Cir N o r m a A v e N F e r n w o o d S t G a l e C i r Indian Oaks Ct J a m e s C i r Eide Cir Briarknoll Cir Wyncrest La C o l l e e n C i r N o r m a C i r Indian Oaks Cir M S A S 1 0 6 ISTH 694 U S T H 1 0 N o r m a A v e D o c u m e n t P a t h : K : \ 0 3 4 5 5 - 0 0 0 \ G I S \ M a p s \ F l o r a l D r i v e _ 2 0 1 8 P M P . m x d 2018 PMP Arden Hills, MN Ü 0 400Feet 2018 PMP Location 2018 PMP Parcels )m )m 16 17 13 1918 8 14 2 7 3 6 4 1 5 912 15 11 10 U S T H 1 0 ISTH 694 O l d H w y 1 0 Parkshore Dr B r i a r k n o l l D r B r u e b e r r y L a Briarknoll Cir O l d H w y 1 0 H w y N S n e l l i n g A v e L a k e s h o r e P l Wedgewood Cir M S A S 1 0 6 U S T H 1 0 D o c u m e n t P a t h : K : \ 0 3 4 5 5 - 0 0 0 \ G I S \ M a p s \ P a r k S h o r e D r i v e _ 2 0 1 8 P M P . m x d 2018 PMP Arden Hills, MN Ü 0 300Feet 2018 PMP Location 2018 PMP Parcels WS B P r o j e c t : 2 0 1 8 P a v e m e n t M a n a g e m e n t P r o j e c t - S t r e e t & U t i l i t y I m p r o v e m e n t s Residential Pr o j e c t L o c a t i o n : C i t y o f A r d e n H i l l s Re s i d e n t i a l Roadway Reclamation Rate:$2,000/Unit WS B P r o j e c t N o . : 0 1 0 1 1 1 - 0 0 0 Re s i d e n t i a l Roadway Reconstruction Rate:$10,300/Unit Da t e : 8 / 3 / 2 0 1 7 Ma p I D P I N O W N E R NA M E 1 O W N E R NA M E 2 C I T Y / S T A T E Z I P CODESINGLE‐FAMILY REUPROPOSED TOTAL ASSESSMENT 1 2 2 3 0 2 3 3 4 0 0 2 9 41 3 5 N O R M A CI R C L E T R O Y BA U E R A N G E L A BA U E R 4 1 3 5 N O R M A CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 2 2 2 3 0 2 3 3 4 0 0 5 1 41 2 3 N O R M A CI R C L E R O B E R T BA U E R J E N N I F E R BA U E R 4 1 2 3 N O R M A CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 3 2 2 3 0 2 3 3 4 0 0 5 0 41 2 0 N O R M A CI R C L E D O N A L D W ME A R S 41 2 0 N O R M A CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 4 2 2 3 0 2 3 3 4 0 0 2 6 41 2 6 N O R M A CI R C L E Y O U N G UN G KI M M A R I E Y KI M 4 1 2 6 N O R M A CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 5 2 2 3 0 2 3 3 4 0 0 2 5 41 3 6 N O R M A CI R C L E S U S A N HU S T I N G S 41 3 6 N O R M A CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 6 2 2 3 0 2 3 3 4 0 0 2 4 41 3 7 G A L E CI R C L E Y O H A N N E S GE B R E 41 3 7 G A L E CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 7 2 2 3 0 2 3 3 4 0 0 2 3 41 2 7 G A L E CI R C L E C H E S T E R M PI K U S G E R T R U D E H PI K U S TR U S T E E S 41 2 7 G A L E CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 8 2 2 3 0 2 3 3 4 0 0 2 2 41 1 7 G A L E CI R C L E J A M E S J H RI C E 41 1 7 G A L E CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 9 2 2 3 0 2 3 3 4 0 0 4 8 41 0 7 G A L E CI R C L E M I C H A E L G OL S O N N A N C Y J OL S O N 4 1 0 7 G A L E CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 10 2 2 3 0 2 3 3 4 0 0 4 7 41 0 1 G A L E CI R C L E G R E G O R Y L WA G N E R JE N N I F E R ED E L S O N WA G N E R 41 0 1 G A L E CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 11 2 2 3 0 2 3 3 4 0 0 4 6 41 0 0 G A L E CI R C L E T A M A R A L JO H N S O N 41 0 0 G A L E CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 12 2 2 3 0 2 3 3 4 0 0 4 5 41 0 8 G A L E CI R C L E H E R I T A G E HO M E S II LL P 37 7 9 1 A R R O Y O WA Y S TU S C O N , AZ 8 5 7 3 9 1 $ 1 0 , 3 0 0 . 0 0 13 2 2 3 0 2 3 3 4 0 0 2 1 41 1 8 G A L E CI R C L E L E S T E R Y LE E TR U S T E E WE N D Y W LE E 41 1 8 G A L E CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 14 2 2 3 0 2 3 3 4 0 0 2 0 41 2 6 G A L E CI R C L E H O E V TR A N W I N G ZE E DU 4 1 2 6 G A L E CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 15 2 2 3 0 2 3 3 4 0 0 1 9 41 3 6 G A L E CI R C L E J O N A T H A N HO F E R M A D E L O N HO F E R 41 3 6 G A L E CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 16 2 2 3 0 2 3 3 4 0 0 4 4 41 3 7 J A M E S CI R C L E J U S T I N D AT W O O D S P E N S E R A AT W O O D 41 3 7 J A M E S CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 17 2 2 3 0 2 3 3 4 0 0 4 3 41 3 3 J A M E S CI R C L E D I A N E M CA R I G I E T 41 3 3 J A M E S CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 18 2 2 3 0 2 3 3 4 0 0 4 2 41 2 9 J A M E S CI R C L E D O U G L A S J LA N G M A R G A R E T A LA N G 4 1 2 9 J A M E S CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 19 2 2 3 0 2 3 3 4 0 0 4 1 41 2 5 J A M E S CI R C L E L A U R E N C E F MC D O N A L D P A T R I C I A M MC D O N A L D TR U S T E E 4 1 2 5 J A M E S CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 20 2 2 3 0 2 3 3 4 0 0 4 0 41 2 1 J A M E S CI R C L E J O H N M ES C H E N B A C H E R D A R C I R MU E L L E R 4 1 2 1 J A M E S CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 21 2 2 3 0 2 3 3 4 0 0 3 9 41 1 7 J A M E S CI R C L E G A R Y E HO V I N D J U L I A N N E D HO V I N D 4 1 1 7 J A M E S CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 22 2 2 3 0 2 3 3 4 0 0 3 8 41 1 3 J A M E S CI R C L E E V A N A RU O T S I N O J A 41 1 3 J A M E S CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 23 2 2 3 0 2 3 3 4 0 0 3 7 41 0 9 J A M E S CI R C L E L Y N N RO L L I N G E R 41 0 9 J A M E S CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 25 2 2 3 0 2 3 3 4 0 0 3 5 41 0 1 J A M E S CI R C L E T H O M A S J RO C K N E G L O R I A M RO C K N E 4 1 0 1 J A M E S CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 26 2 2 3 0 2 3 3 4 0 0 3 3 41 3 2 J A M E S CI R C L E G R E G O R Y EN O KA I S A EN O 4 1 3 2 J A M E S CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 27 2 2 3 0 2 3 3 4 0 0 3 4 41 2 6 J A M E S CI R C L E R E I N H O L D KO E N I G M A R G A R E T A KO E N I G 4 1 2 6 J A M E S CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 28 2 2 3 0 2 3 3 4 0 0 3 2 41 3 6 J A M E S CI R C L E E U G E N E A SC A L E S R O X A N N E H SC A L E S 4 1 3 6 J A M E S CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 29 2 2 3 0 2 3 3 4 0 0 3 1 13 6 6 F L O R A L DR I V E W LA W R E N C E ST C Y N S K E P A T T I ST C Y N S K E 1 3 6 6 F L O R A L DR I V E W AR D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 30 2 2 3 0 2 3 3 4 0 0 3 0 13 5 6 F L O R A L DR I V E W GE R A L D M MA T H I S O N V E R O N I C A R MA T H I S O N 1 3 5 6 F L O R A L DR I V E W AR D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 31 2 2 3 0 2 3 3 4 0 0 0 5 13 5 7 F L O R A L DR I V E W VI C T O R I A L JO H N S O N 13 5 7 F L O R A L DR I V E W AR D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 32 2 2 3 0 2 3 3 4 0 0 0 4 13 6 1 F L O R A L DR I V E W ST E P H E N M AN D E R S O N C H R I S T I N E D AN D E R S O N 1 3 6 1 F L O R A L DR I V E W AR D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 33 2 2 3 0 2 3 3 4 0 0 0 7 13 7 1 F L O R A L DR I V E W MA R E N PE T E R S O N 13 7 1 F L O R A L DR I V E W AR D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 34 2 2 3 0 2 3 3 4 0 0 0 6 13 8 1 F L O R A L DR I V E W MI C H A E L NE L L E S S E N M A R I A NE L L E S S E N 1 3 8 1 F L O R A L DR I V E W AR D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 35 2 2 3 0 2 3 3 4 0 0 0 3 13 9 1 F L O R A L DR I V E W JA N E T M NE L S O N 13 9 1 F L O R A L DR I V E W AR D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 36 2 2 3 0 2 3 3 4 0 0 0 2 13 9 9 F L O R A L DR I V E W MA R K P RI C H A R D S O N J A N E T R DR A K E 1 3 9 9 F L O R A L DR I V E W AR D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 37 2 2 3 0 2 3 3 4 0 0 0 1 14 4 5 F L O R A L DR I V E W OS W A L D TS C H I D A I R E N E TS C H I D A TR U S T E E 1 4 4 5 F L O R A L DR I V E W AR D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 38 2 2 3 0 2 3 3 3 0 0 0 3 14 7 4 F L O R A L DR I V E W ED W A R D L TH I L L TR U S T E E ED W A R D L TH I L L TR U S T E E 14 7 4 F L O R A L DR I V E W AR D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 39 2 2 3 0 2 3 3 3 0 0 0 1 14 6 5 F L O R A L DR I V E W KE I T H E HA N S E N TR U S T E E M A R I A MO N T S E R R A T ME I R O LO R E N Z O TR U S T E E 21 1 8 1 0 T H ST N W WA S H I N G T O N DC 2 0 0 0 1 1 $ 1 0 , 3 0 0 . 0 0 40 2 2 3 0 2 3 3 4 0 0 5 2 14 2 3 F L O R A L DR I V E W CI T Y OF AR D E N HI L L S 12 4 5 H I G H W A Y 96 W A R D E N HI L L S , MN 5 5 1 1 2 3 $ 3 0 , 9 0 0 . 0 0 42 2 2 3 0 2 3 3 1 0 0 4 9 13 6 6 I N D I A N OA K S TR A I L P A U L PA R A D I S E H E A T H E R PA R A D I S E 1 3 6 6 I N D I A N OA K S TR A I L A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 43 2 2 3 0 2 3 3 1 0 0 4 8 13 8 2 I N D I A N OA K S TR A I L K I M B E R L Y S TA M B L E NI C H O L A S A TA M B L E 1 3 8 2 I N D I A N OA K S TR A I L A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 44 2 2 3 0 2 3 3 1 0 0 4 7 13 9 2 I N D I A N OA K S TR A I L B R I A N JO S E P H DO F F I N G C Y N T H I A MA R Y DO F F I N G 1 3 9 2 I N D I A N OA K S TR A I L A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 45 2 2 3 0 2 3 3 1 0 0 4 6 14 0 0 I N D I A N OA K S TR A I L R O N A L D P BO E C K E R M A N N B O N N I E J BO E C K E R M A N N 1 4 0 0 I N D I A N OA K S TR A I L A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 46 2 2 3 0 2 3 3 1 0 0 4 5 14 1 0 I N D I A N OA K S TR A I L R E X A HO L Z E M E R AR L E N E L HO L Z E M E R 14 1 0 I N D I A N OA K S TR A I L A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 47 2 2 3 0 2 3 3 1 0 0 4 4 14 1 8 I N D I A N OA K S TR A I L K E N T BU E L L 14 1 8 I N D I A N OA K S TR A I L A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 48 2 2 3 0 2 3 3 1 0 0 4 3 14 2 8 I N D I A N OA K S TR A I L M E R C E D E S MC F A R L A N D JA C K S O N T H O M A S R JA C K S O N JR 1 4 2 8 I N D I A N OA K S TR A I L A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 49 2 2 3 0 2 3 3 1 0 0 4 2 14 4 0 I N D I A N OA K S TR A I L J O S H U A W QU I C K AL L I S O N J FR A N K QU I C K 1 4 4 0 I N D I A N OA K S TR A I L A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 50 2 2 3 0 2 3 3 1 0 0 4 1 14 4 8 I N D I A N OA K S TR A I L S C O T T SM I T H C A T H E R I N E SM I T H 1 4 4 8 I N D I A N OA K S TR A I L A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 51 2 2 3 0 2 3 3 1 0 0 4 0 14 4 9 I N D I A N OA K S TR A I L K U R T R WE A M E R 14 4 9 I N D I A N OA K S TR A I L A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 52 2 2 3 0 2 3 3 1 0 0 3 9 14 4 1 I N D I A N OA K S TR A I L K A Y A VE R R O S 14 4 1 I N D I A N OA K S TR A I L A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 53 2 2 3 0 2 3 3 1 0 0 3 8 14 2 7 I N D I A N OA K S TR A I L B E R N A R D F JO N E S J O A N A JO N E S 1 4 2 7 I N D I A N OA K S TR A I L A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 54 2 2 3 0 2 3 3 1 0 0 3 7 14 1 7 I N D I A N OA K S TR A I L M I C H A E L AH L M 14 1 7 I N D I A N OA K S TR A I L A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 55 2 2 3 0 2 3 3 1 0 0 3 6 14 0 9 I N D I A N OA K S TR A I L E D M U N D D VO N HO L T U M 14 0 9 I N D I A N OA K S TR A I L A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 56 2 2 3 0 2 3 3 1 0 0 3 5 14 0 1 I N D I A N OA K S TR A I L J E F F R E Y J GA B I O U E L L E N D GA B I O U 1 4 0 1 I N D I A N OA K S TR A I L A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 57 2 2 3 0 2 3 3 1 0 0 3 4 13 7 5 I N D I A N OA K S TR A I L D E N N I S D SC H U M A C H E R TR U S T E E A U D R E Y A SC H U M A C H E R TR U S T E E 1 3 7 5 I N D I A N OA K S TR A I L A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 58 2 2 3 0 2 3 3 1 0 0 3 3 13 6 7 I N D I A N OA K S TR A I L J A M E S T SN A P K O 13 6 7 I N D I A N OA K S TR A I L A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 59 2 2 3 0 2 3 3 1 0 0 3 2 13 5 5 I N D I A N OA K S TR A I L A N I T A D AL E X A N D E R 13 5 5 I N D I A N OA K S TR A I L A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 60 2 2 3 0 2 3 3 1 0 0 6 3 13 9 0 I N D I A N OA K S CO U R T T I M O T H Y RI C H A R D HE N R Y PR A T T PR I S C I L L A A PR A T T 1 3 9 0 I N D I A N OA K S CO U R T A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 61 2 2 3 0 2 3 3 1 0 0 6 2 13 9 8 I N D I A N OA K S CO U R T D E N N I S R ST O L P R O B E R T A A ST O L P 13 9 8 I N D I A N OA K S CO U R T A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 62 2 2 3 0 2 3 3 1 0 0 6 1 0 I N D I A N OA K S CO U R T C I T Y OF AR D E N HI L L S 12 4 5 H I G H W A Y 96 W A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 63 2 2 3 0 2 3 3 1 0 0 6 0 14 1 6 I N D I A N OA K S CO U R T S T E P H E N A WA N D Z E L AN N L WA N D Z E L 1 4 1 6 I N D I A N OA K S CO U R T A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 64 2 2 3 0 2 3 3 1 0 0 5 9 14 2 4 I N D I A N OA K S CO U R T R I C H A R D GR A Y S O N K R I S T Y GR A Y S O N 1 4 2 4 I N D I A N OA K S CO U R T A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 65 2 2 3 0 2 3 3 1 0 0 5 8 14 3 8 I N D I A N OA K S CO U R T M A R I L Y N A ST A N G E R R O B E R T W ST A N G E R 14 3 8 I N D I A N OA K S CO U R T A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 66 2 2 3 0 2 3 3 1 0 0 5 7 14 4 6 I N D I A N OA K S CO U R T M A R Y CA R O L E FO R T N E Y TR U S T E E JU S T I N JO S E P H FO R T N E Y TR U S T E E 14 4 6 I N D I A N OA K S CO U R T A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 67 2 2 3 0 2 3 3 1 0 0 5 0 14 4 7 I N D I A N OA K S CO U R T D E N N I S LE E B R E N D A L LE E 14 4 7 I N D I A N OA K S CO U R T A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 68 2 2 3 0 2 3 3 1 0 0 5 1 14 3 9 I N D I A N OA K S CO U R T J O S E P H M DR A F A L L HE I D I A DR A F A L L 1 4 3 9 I N D I A N OA K S CO U R T A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 PR O P E R T Y AD D R E S S OW N E R ST R E E T AD D R E S S Pr e l i m i n a r y A s s e s s m e n t R o l l 69 2 2 3 0 2 3 3 1 0 0 5 2 14 2 7 I N D I A N OA K S CO U R T T E R R A N C E M SC H E E L E K R I S T I M SC H E E L E 1 4 2 7 I N D I A N OA K S CO U R T A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 70 2 2 3 0 2 3 3 1 0 0 5 3 14 1 5 I N D I A N OA K S CO U R T M I C H A E L J GO N Z A L E Z V I C K I E J GO N Z A L E Z 1 4 1 5 I N D I A N OA K S CO U R T A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 71 2 2 3 0 2 3 3 1 0 0 5 4 14 0 5 I N D I A N OA K S CO U R T L A R A EL I Z A B E T H AP L I K O W S K I 14 0 5 I N D I A N OA K S CO U R T A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 72 2 2 3 0 2 3 3 1 0 0 5 5 13 9 7 I N D I A N OA K S CO U R T J A N E L QU A R F O T H 13 9 7 I N D I A N OA K S CO U R T A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 73 2 2 3 0 2 3 3 1 0 0 5 6 13 8 9 I N D I A N OA K S CO U R T M A R K SC H W I C K E R A T H K A R I TR E I C H E L 1 3 8 9 I N D I A N OA K S CO U R T A R D E N HI L L S , MN 5 5 1 1 2 1 $ 1 0 , 3 0 0 . 0 0 1 2 1 3 0 2 3 4 1 0 0 0 8 16 7 5 W E D G E W O O D CI R C L E J A Y A PO R T Z 16 7 5 W E D G E W O O D CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 2 , 0 0 0 . 0 0 2 2 1 3 0 2 3 4 1 0 0 0 9 16 8 1 W E D G E W O O D CI R C L E T I M O T H Y D LA R S O N C Y N T H I A A LA R S O N 1 6 8 1 W E D G E W O O D CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 2 , 0 0 0 . 0 0 3 2 1 3 0 2 3 4 1 0 0 1 0 16 8 7 W E D G E W O O D CI R C L E J O A N N M CI R K S TR U S T E E 16 8 7 W E D G E W O O D CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 2 , 0 0 0 . 0 0 4 2 1 3 0 2 3 4 1 0 0 1 1 16 9 3 W E D G E W O O D CI R C L E T H O M A S G CO F F E Y LE S L I E A CO F F E Y 16 9 3 W E D G E W O O D CI R C L E A R D E N HI L L S , MN 5 5 1 1 2 1 $ 2 , 0 0 0 . 0 0 5 2 1 3 0 2 3 4 1 0 0 1 2 16 9 0 W E D G E W O O D CI R C L E B A R B A R A A ST A 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g i l E Sm i t Tr u s t e e 12 0 1 2 W 12 0 T H TE R R OV E R L A N D PA R K , KS 6 6 2 1 3 0 . 5 $ 1 , 0 0 0 . 0 0 21 3 0 2 3 4 1 0 0 2 7 16 7 7 B R U E B E R R Y LA N E S o p h i e L So r e n s o n S o p h i e L So r e n s o n Tr u s t e e 16 7 7 B R U E B E R R Y LA N E A R D E N HI L L S , MN 5 5 1 1 2 0 . 5 $ 1 , 0 0 0 . 0 0 21 3 0 2 3 4 1 0 0 3 9 16 7 8 B R U E B E R R Y LA N E D a r c y A Ne w h a m W i l l i a m C Ne w h a m 1 6 7 8 B R U E B E R R Y LA N E A R D E N HI L L S , MN 5 5 1 1 2 0 . 5 $ 1 , 0 0 0 . 0 0 21 3 0 2 3 4 1 0 0 5 2 16 7 9 B R U E B E R R Y LA N E J o s e p h T Pe t e r s o n P e n e l o p e A Pe t e r s o n 1 6 7 9 B R U E B E R R Y LA N E A R D E N HI L L S , MN 5 5 1 1 2 0 . 5 $ 1 , 0 0 0 . 0 0 21 3 0 2 3 4 1 0 0 4 0 16 8 0 B R U E B E R R Y LA N E V i c k y L Ro s e n T i m o t h y R Zi e r m a n Tr u s t e e 1 6 8 0 B R U E B E R R Y LA N E A R D E N HI L L S , MN 5 5 1 1 2 0 . 5 $ 1 , 0 0 0 . 0 0 23 1 0 2 3 4 1 0 0 5 1 16 8 1 B R U E B E R R Y LA N E 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m 16 9 8 B R U E B E R R Y LA N E A R D E N HI L L S , MN 5 5 1 1 2 0 . 5 $ 1 , 0 0 0 . 0 0 21 3 0 2 3 4 1 0 0 3 5 16 9 9 B R U E B E R R Y LA N E T e r r e n c e J Mc e v o y Ma u r a A Mc e v o y 16 9 9 B R U E B E R R Y LA N E A R D E N HI L L S , MN 5 5 1 1 2 0 . 5 $ 1 , 0 0 0 . 0 0 16 2 1 3 0 2 3 4 2 0 0 0 6 17 1 7 P A R K S H O R E DR I V E J O H N L PE I F E R K A T H L E E N A PE I F E R TR U S T E E 34 6 1 G L E N AR D E N C T AR D E N HI L L S , MN 5 5 1 1 2 1 8 $ 3 6 , 0 0 0 . 0 0 17 2 1 3 0 2 3 4 3 0 0 2 8 17 5 0 P A R K S H O R E DR I V E C I T Y OF AR D E N HI L L S 12 4 5 H I G H W A Y 96 W A R D E N HI L L S , MN 5 5 1 1 2 1 0 $ 2 0 , 0 0 0 . 0 0 18 2 1 3 0 2 3 4 4 0 0 1 4 17 1 8 P A R K S H O R E DR I V E B R A M A N T E S AR D E N HI L L S LA N D LL C 13 0 1 5 B L U E B I R D ST NW C O O N RA P I D S , MN 5 5 4 4 8 2 $ 4 , 0 0 0 . 0 0 19 2 1 3 0 2 3 4 4 0 0 1 3 41 7 7 O L D HI G H W A Y 10 B R A M A N T E S AR D E N HI L L S LA N D LL C 13 0 1 5 B L U E B I R D ST NW C O O N RA P I D S , MN 5 5 4 4 8 4 $ 8 , 0 0 0 . 0 0 Feasibility Report Pavement Management Program 2018 Street and Utility Improvement Project City of Arden Hills Project No. 18-STR-065 WSB Project No. R-010111-000 APPENDIX D Geotechnical Report GEOTECHNICAL REPORT 2018 PMP STREETS ARDEN HILLS, MN August 9, 2017 Prepared for: Ms. Sue Polka, PE Public Works Director City of Arden Hills 1245 West Highway 96 Arden Hills, MN 55112 WSB PROJECT NO. 010111-000 GEOTECHNICAL REPORT Geotechnical Report 2018 PMP Streets Arden Hills, Minnesota WSB Project No. 010111-000 2018 PMP STREETS FOR CITY OF ARDEN HILLS August 9, 2017 CERTIFICATION Geotechnical Report 2018 PMP Streets Arden Hills, Minnesota WSB Project No. 010111-000 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. Mark W. Osborn, PE Date: August 9, 2017 Lic. No. 41362 540 Gateway Boulevard | Suite 100 | Burnsville, MN 55337 | (952) 737-4660 Building a legacy – your legacy. Equal Opportunity Employer | wsbeng.com August 9, 2017 Ms. Sue Polka, PE Public Works Director City of Arden Hills 1245 West Highway 96 Arden Hills, MN 55112 Re: Geotechnical Report 2018 PMP Streets WSB Project No.: 010111-000 We have conducted a geotechnical subsurface exploration program for the above referenced project. This report contains our soil boring logs, an evaluation of the conditions encountered in the borings and our recommendations for suitable pavement section, utility installation, and other geotechnical related design and construction considerations. If you have any questions concerning this report or our recommendations, or for construction material testing for this project, please call us at (952) 737-4660. Sincerely, WSB & Associates, Inc. Mark Osborn, PE Darin Hyatt, PE Geotechnical Project Engineer Senior Geotechnical Engineer Attachment MWO/tw TABLE OF CONTENTS Geotechnical Report 2018 PMP Streets Arden Hills, Minnesota WSB Project No. 010111-000 TITLE SHEET CERTIFICATION SHEET LETTER OF TRANSMITTAL TABLE OF CONTENTS 1. INTRODUCTION ................................................................................................................................... 1 Project Location ......................................................................................................................... 1 Project Description .................................................................................................................... 1 Purpose and Project Scope of Services .................................................................................... 1 2. PROCEDURES ..................................................................................................................................... 2 2.1 Boring Layout and Soil Sampling Procedures ........................................................................... 2 2.2 Groundwater Measurements and Borehole Abandonment ....................................................... 2 2.3 Boring Log Procedures and Qualifications ................................................................................ 2 3. EXPLORATION RESULTS .................................................................................................................. 3 3.1 Site and Geology ....................................................................................................................... 3 3.2 Subsurface Soil and Groundwater Conditions .......................................................................... 3 3.3 Strength Characteristics ............................................................................................................ 3 3.4 Groundwater Conditions ............................................................................................................ 4 4. ENGINEERING ANALYSIS AND RECOMMENDATIONS .................................................................. 5 4.1 Discussion ................................................................................................................................. 5 4.2 Pavement Areas ........................................................................................................................ 5 4.3 Utilities ....................................................................................................................................... 7 4.4 Dewatering................................................................................................................................. 8 4.5 Backfill and Fill Selection and Compaction ............................................................................... 8 4.6 Construction Considerations ..................................................................................................... 8 4.7 Construction Safety ................................................................................................................... 8 4.8 Cold Weather Construction ....................................................................................................... 9 4.9 Field Observation and Testing................................................................................................... 9 4.10 Plan Review and Remarks ........................................................................................................ 9 5. STANDARD OF CARE ....................................................................................................................... 10 Appendix A Soil Boring Exhibit Logs of Test Borings Symbols and Terminology on Test Boring Log Notice to Report Users Boring Log Information Unified Soil Classification System (USCS) Geotechnical Report 2018 PMP Streets Arden Hills, Minnesota WSB Project No. 010111-000 Page 1 1. INTRODUCTION Project Location The borings were located along the following roadways: Wedgewood Circle Parkshore Drive Brueberry Lane Indian Oaks Court Indian Oaks Trail West Floral Drive Norma Circle Gale Circle James circle The approximate soil boring locations can be found on the Soil Boring Exhibit in Appendix A. This site is located in T30N, R23W, Section 21 and 22 of Ramsey County. Project Description It is proposed to construct new underground utilities including new storm sewer, sanitary sewer, and watermain. We understand the invert elevations for these utilities will be within 13 feet of grade. The roadways will be reconstructed as a bituminous pavement section with concrete curb and gutter. We understand the vertical and horizontal alignments of the roadway will remain relatively unchanged. WSB has developed recommendations for this project in consideration of the proposed layout, loadings, and configurations as understood at this time. WSB must be made aware of the revised or additional information in order to evaluate the recommendations for continued applicability. Purpose and Project Scope of Services Ms. Polka with the City of Arden Hills (City) authorized this work. In order to assist the design team in preparing plans and specifications, we have developed recommendations for designing the pavement section and for construction of underground utilities. As such, we have completed a subsurface exploration program and prepared a geotechnical report for the referenced site. This stated purpose was a significant factor in determining the scope and level of service provided. Should the purpose of the report change the report immediately ceases to be valid and use of it without WSB’s prior review and written authorization shall be at the user’s sole risk. Our authorized scope of work has been limited to: 1. Mobilization / Demobilization of a Truck Mounted Drill Rig. 2. Clearing underground utilities utilizing the Gopher State One Call. 3. Drilling eighteen (18) standard penetration borings to 10 to 25 foot depths. 4. Sealing the borings per Minnesota Department of Health procedures. 5. Perform soil classification and analysis. 6. Review of readily available project information and geologic data. 7. Providing this geotechnical report containing: a. Summary of our findings. b. Discussion of subsurface soil and groundwater conditions and how they may affect the proposed pavements. c. Estimated R-value of the soils. d. Recommended pavement section. e. A discussion of soils for use as structural fill and site fill. Geotechnical Report 2018 PMP Streets Arden Hills, Minnesota WSB Project No. 010111-000 Page 2 2. PROCEDURES 2.1 Boring Layout and Soil Sampling Procedures The City requested we complete eighteen (18) soil borings along the roadways to be reconstructed. WSB recommended the boring depths and selected the desired locations. The borings were staked by our surveyors. The approximate boring locations are shown on the Soil Boring Exhibit in Appendix A which is an aerial photo. We drilled the borings from July 27 to 28, 2017 with a truck-mounted CME-55 drill rig operated by a two- person crew. The drill crew advanced the borings using continuous hollow stem augers. Drilling methods, crew chief, depths, sampling interval, casing usage, groundwater observat ions, test data, and other drilling information are indicated on the boring logs. Generally, the drill crew sampled the soil in advance of the auger tip at two and one-half foot (2½’) intervals of a depth to fifteen feet (15’) and then at five foot (5’) intervals thereafter. The soil samples were obtained using a split-barrel sampler which was driven into the ground during standard penetration tests in accordance with ASTM D 1586, Standard Method of Penetration Test and Split-Barrel Sampling of Soils. The materials encountered were described on field logs and representative samples were containerized, and transported to our laboratory for further examination and testing. The samples were visually examined to estimate the distribution of grain sizes, plasticity, consistency, moisture condition, color, presence of lenses and seams, and apparent geologic origin. We classified the soils according to type using the Unified Soil Classification System (USCS). A chart describing the Unified Soil Classification System is included in Appendix A. 2.2 Groundwater Measurements and Borehole Abandonment The drill crew observed the borings for free groundwater while drilling and after completion. These observations and measurements are noted on the boring logs. The crew then backfilled the borings with soil cuttings to comply with Minnesota Department of Health regulations. 2.3 Boring Log Procedures and Qualifications The subsurface conditions encountered by the test borings are illustrated on the Logs of Test Borings in Appendix A. Similar soils were grouped into the strata shown on the boring logs, and the appropriate estimated USCS classification symbols were also added. The depths and thickness of the subsurface strata indicated on the boring logs were estimated from the drill ing results. The transition between materials (horizontal and vertical) is approximate and is usually far more gradual than shown. Information on actual subsurface conditions exists only at the specific locations indicated and is relevant only to the time exploration was performed. Subsurface conditions and groundwater levels at other locations may differ from conditions found at the indicated locations. The nature and extent of these conditions would not become evident until exposed by construction excavation. These stratification lines were used for our analytical purposes and, due to the aforementioned limitations, should not be used as a basis of design or construction cost estimates. Geotechnical Report 2018 PMP Streets Arden Hills, Minnesota WSB Project No. 010111-000 Page 3 3. EXPLORATION RESULTS 3.1 Site and Geology The Ramsey County Geologic Atlas indicates the surficial soils at this site are mostly glacial deposits consisting of a mixture of silty sands, clayey sands, and lean clays with sand. The roadways were bituminous paved at the time of drilling. The borings were completed through the drive lanes of the roadways. 3.2 Subsurface Soil and Groundwater Conditions The boring profile generally consisted of pavement section materials and fills overlying coarse alluvial deposits and glacial deposits. Pavement Section The bituminous asphalt thickness ranged from about 3 to 8 inches and averaged about 5 inches at our boring locations. The aggregate base thickness ranged from about 4 to 9 inches where encountered and averaged about 6 inches. Borings PB-16, PB-17, and PB-18 did not encounter a discernable aggregate base layer. Fills The fills encountered in the borings generally consisted of a mixture of clayey sands, sandy lean clays, and sands with silt. Fills extended to depths of about 2 to 7 feet below grade. Organics Boring PB-9, PB-15 and PB-16 encountered organic clays and peat below the fills. These organic clays and peat deposits were black in color and were wet. Fine Alluvium Boring PB-6 encountered lean clays that were brown in color and wet. Glacial Deposits Glacial deposits were the predominant soils encountered in our borings. These deposits consisted mostly of sands lean clays, lean clays with sand, clayey sands, and sands with silt. These soils were brown to gray in color and were moist to wet. 3.3 Strength Characteristics The penetration resistance N-values of the materials encountered were recorded during drilling and are indicated as blows per foot (BPF). Those values provide an indication of soil strength characteristics and are located on the boring log sheets. Also, visual-manual classification techniques and apparent moisture contents were also utilized to make an engineering judgment of the consistency of the materials. Table 1 presents a summary of the penetration resistances in the soils for the borings completed and remarks regarding the material strengths of the soils. Table 1: Penetration Resistances Soil Type Classification Penetration Resistances Remarks Fills - 2 to 10 BPF Variable compaction Organics OL, PT 1 to 5 BPF Average 3 BPF Very soft to soft Generally very soft Fine Alluvium CL 5 BPF Soft Glacial Tills SM, SC, CL 3 to 21 BPF Average 12 BPF Very loose to medium dense Generally medium dense Geotechnical Report 2018 PMP Streets Arden Hills, Minnesota WSB Project No. 010111-000 Page 4 The preceding is a generalized description of soil conditions at this site. Variations from the generalized profile exist and should be assessed from the boring logs, the normal geologic character of the deposits, and the soils uncovered during site excavation. 3.4 Groundwater Conditions WSB took groundwater level readings in the exploratory borings, reviewed the data obtained, and discussed its interpretation of the data in the text of the report. Note that groundwater levels may fluctuate due to seasonal variations (e.g. precipitation, snowmelt and rainfall) and/or other factors not evident at the time of measurement. No groundwater was encountered during the drilling process. W e noted gray colored soils in many of the borings. Gray colored soils can be an indication of long term saturation conditions and could show potential groundwater elevations. Borings PB-15 and P-16 encountered peat deposits. Peat is deposited in saturated environments, and the top of peat commonly correlates to a previous groundwater elevation . The borings were completed east of Round Lake, and north of Valentine Lake in Arden Hills. According to the Minnesota Department of Natural Resources, Round Lake has an ordinary high water level of 890 feet, and Valentine Lake has an ordinary high water level of 878.7 feet. The groundwater level at the borings will likely rise and fall in correlation with the lake levels. It should be also be noted that groundwater readings are difficult to obtain in clayey soils that were encountered in some of our borings. These soils have a low permeability and take a long period of time to obtain groundwater readings in. If more accurate subsurface water levels are needed, we recommend piezometers be installed to determine the groundwater level over several months. Monitoring of the groundwater table elevation could occur up to the time of construction. This work was outside our scope of services. Geotechnical Report 2018 PMP Streets Arden Hills, Minnesota WSB Project No. 010111-000 Page 5 4. ENGINEERING ANALYSIS AND RECOMMENDATIONS 4.1 Discussion Fills No information was provided to us regarding density tests or placement observations for the existing fills encountered at the boring locations. Generally, fills that are not documented are recommended for removal and replacement with an engineered fill. However, these fills were likely placed as fill for the pavement section. In our opinion, these fills can be relied upon as pavement support, however, a partial subcut, surficial compaction of the existing fills, and observations and testing during constr uction would lessen the risk of detrimental settlements. Organics Organic soils and vegetated root zones are not suitable for pavement support, and should be removed from within 3 feet of the top of subgrade. Additionally, we recommend peat be removed from within 4 feet of the top of subgrade. Based on a review of the boring logs, it appears that the organics and peat encountered in Boring PB-9 and PB-15 already meet these recommendations. Boring PB-16 appears to be outside of the roadway area. Additionally, underground utilities placed within organics have a high risk of total and differential settlement. In these areas, it is recommended to completely remove the peat or organic clays, support the utility pipe on helical piles, or subexcavate 3 feet and use a lightweight aggregate as the stabilizing bedding. Alternately, use of flexible pipe connections and/or geogrid in the pavement section could reduce damage from differential settlement. Where organics are excavated for utility placement, they should not be reused as backfill. A lightweight backfill should be considered to prevent increased loads on any existing organic soils below the utility pipe. Any increased loads present risk to the utility pipe or pavement section from total or diffe rential settlements. Fine Alluvium The lean clays encountered were generally wet and soft, and should be partially subcut and replaced with an engineered fill. Glacial Tills The glacial deposits were generally suitable for support of pavement sections and utility pipe. Where soft/wet clays are encountered, we recommend a subcut and replacement with engineered fill. General Generally, the soils in the upper 4 feet of the su bgrade influence pavement performance the most. The soils within the pavement subgrade consists mainly of clayey soils, which are frost susceptible. Consideration should be given to partially subcutting these soils and replacing with a non -frost susceptible granular fill to reduce the potential frost heave below the pavement section. 4.2 Pavement Areas Table 2 below presents the existing pavement section thicknesses and the subgrade soils encountered below the pavement. Geotechnical Report 2018 PMP Streets Arden Hills, Minnesota WSB Project No. 010111-000 Page 6 Table 2: Existing Roadway Soil Boring Profiles Boring No. Bituminous Thickness (inches) Aggregate Base Thickness (inches) Subgrade Soils (Upper 4 feet) PB-1 6 9 Lean Clay with Sand PB-2 6 8 Fill (Sand with Silt, Clayey Sand, Lean Clay) PB-3 8 5 Lean Clay with Sand PB-4 4 6 Fill (Clayey Sand), Lean Clay with Sand PB-5 3 4 ½ Fill (Sandy Lean Clay), Silty Sand PB-6 5 7 Fill (Sandy Lean Clay), Lean Clay PB-7 4 7 Fill (Clayey Sand), Lean Clay with Sand PB-8 6 ½ 4 Fill (Lean Clay with Sand), Silty Sand PB-9 5 4 Fill (Clayey Sand, Lean Clay with Sand) PB-10 4 4 ½ Lean Clay with Sand, Sandy Lean Clay PB-11 7 7 Fill (Clayey Sand), Lean Clay with Sand PB-12 3 ½ 6 Fill (Clayey Sand), Lean Clay with Sand PB-13 6 5 Fill (Sandy Lean Clay), Lean Clay with Sand PB-14 5 6 Fill (Sand with Silt), Lean Clay with Sand PB-15 3 5 Fill (Sand with Silt) PB-16 3 - Fill (Sandy Lean Clay), Peat PB-17 4 - Fill (Sandy Lean Clay), Lean Clay with Sand PB-18 5 - Fill (Sandy Lean Clay), Lean Clay with Sand After excavation to the top of subgrade elevation, we recommend removing any organic soils encountered within 3 feet of the top of subgrade and any peats encountered within 4 feet of the top of subgrade and replacement with an engineered fill. If wet clays are exposed in the bottom of the excavations, we recommend subcutting 2 feet and replacing with a granular fill. Any sands encountered at the bottom of excavation should be surface compacted with a 10-ton vibrating roller compactor with a minimum width of 60 inches. After preparation of the area as recommended above, proof-roll tests should be utilized with a loaded dump truck to help identify areas that may require corrective action such as scarifying, disking, and compaction or sub-excavations. We also recommend a proof-roll be performed again on the aggregate base just prior to placement of the bituminous pavement. Traffic data was not available for these roadways. We estimated that Average Daily Traffic (ADT) would be up to 500 vehicles. Our design is based on a twenty (20) year design life of the pavement section. Once the site has been prepared as recommended, we anticipate the prepared subgrade soils will consist mostly of lean clays with sand, silty sands, clayey sands, and sands with silt. These soils would have estimated R-values ranging from 10 to 50. W e recommend using an R-value of 12 for design at this site. Geotechnical Report 2018 PMP Streets Arden Hills, Minnesota WSB Project No. 010111-000 Page 7 Based on traffic ADT of 500 vehicles, we calculated the roadway traffic to be equivalent to approximately 83,000 Estimated Single Axle Loads (ESAL’s) for flexible pavement design. Based on MnDOT’s Flex Pave Excel spreadsheet design utilizing granular equivalent charts, the granular equivalent of the pavement section should be between 16 and 17. We recommend the pavement section included in Table 3 below, which provides a granular equivalent of 17. Table 3: Recommended Flexible Pavement Section Section Thickness (inches) Bituminous Wear Course, MnDOT 2360 2 Bituminous Base Course, MnDOT 2360 2 MnDOT Class 5 Aggregate Base 8 As previously mentioned the use of a non-frost susceptible sand cushion will help reduce the effects of frost heave. In our opinion, a 30-inch thick non-frost susceptible pavement section typically provides adequate reduction in frost heave potential. This would include placement of about 20 inches of sand below the aggregate base to meet this recommendation. It should be noted that any sand cushion placed below the pavement section would provide positive benefits and reduced potential frost heave. Drainage of the sand cushion via drain tile will be necessary. Drain tile wrapped in a sock should be placed at the base of the sand cushion and tied into catch basins. We recommend the sand cushion contain less than ten percent (10%) passing the #200 sieve. Within several years after initial paving, some thermal shrinkage cracks will develop. W e recommend routine maintenance be performed to improve pavement performance and increase pavement life. Pavement should be sealed with a liquid bitumen sealer to retard water intrusion into the base course and subgrade. Localized patch failures may also develop where trucks or buses turn on the pavement. When these occur, they should be cut out and patch repaired. Periodic seal coating should also be applied, to preserve the longevity of the pavement. The pavement sections above provide options to meet the ESAL requirements. Other pavement design options would be acceptable as well as long as they meet the minimum requirements for bituminous thickness, aggregate base thickness, and can meet the ESAL requirements. 4.3 Utilities Invert elevations are anticipated to be within thirteen feet (13’) of existing grades and we anticipate the subgrade soils for the utilities will consist chiefly of lean clay, silty sand, clayey sand, and sands with silt. Underground utilities are expected to be installed by backhoes completing the excavations and pla cing fills. Soil compactors should be used to compact the fill in even lifts to the specified densities. Where organic clays or peat is present below the utility pipe, there is a risk of high total or differential settlement. We would recommend any of the following methods to reduce settlement below the utility pipe, 1. Remove the organic clays or peat to mineral soils. This would likely require excavation of 8 to 10 feet of organics / peat, and a 1.5:1 oversize below the pipe. 2. Install helical piers to support the utility pipe. We recommend contacting a helical pier contractor to obtain design and cost options. 3. Subcut the organics/peat a minimum of 3 - 4 feet and replacement with lightweight aggregate. The recommendations above would help to reduce settlement. Other options at this site may include using flexible jointed utility pipe, and installing geogrid below the pavement section to reduce the potential Geotechnical Report 2018 PMP Streets Arden Hills, Minnesota WSB Project No. 010111-000 Page 8 damage caused from settlement. Additional tests would be required to estimate the settlement below the utility pipe, but we would estimate it could be greater than 6 inches. In addition, we recommend sand conforming to MnDOT Specification 3149.2F Granular Bedding be placed in the bottom of an unstable or wet excavation and below the utility pipe. The sand should have 100 percent by weight passing the one inch (1”) sieve and less than ten percent (10%) by weight passing the #200 sieve. The granular bedding should be placed to at least the crown of the pipe. Trench backfill above this point may consist of the non-organic excavated soils once properly moisture conditioned. 4.4 Dewatering If dewatering is required, it can likely be accomplished with sumps and pumps placed at low points in the utility trenches. In sandy areas, sand point wells may be required. 4.5 Backfill and Fill Selection and Compaction The on-site non-organic soils may be reused as backfill and fill provided they are moisture conditioned and can be compacted to their specified densities. Any wet soils excavated would need to be dried before reuse as an engineered fill. Backfills with cobbles larger than six inches (6”) should not be placed within 3 feet of the pavement section or in contact with utilities. We recommend that sandy soils be moisture conditioned to meet compaction specifications and clayey soils be moisture conditioned to within two percent (2%) below to three percent (3%) above their optimum moisture contents as determined from their standard Proctor tests (ASTM D-698). Fill should be spread in lifts of less than 8 inches for clays and less than 12 inches for sands. Where organics are excavated for utility placement, we recommend placing a lightweight fill to prevent increased loads on the subgrade soils below the utility pipe. Table 4 indicates the recommended compaction levels. Table 4: Recommended Level of Compaction for Backfill and Fill Area Percent of Standard Proctor Maximum Dry Density Pavement: Within 3 feet of top of subgrade Within 3 foot radius of vertical utility structure 100 Pavement: Greater than 3 feet below top of subgrade 95 Utility Trench 95 Landscaping (non-structural) 90 4.6 Construction Considerations Good surface drainage should be maintained throughout the work so that the site is not vulnerable to ponding during or after a rainfall. If water enters the excavation, it should be promptly removed prior to further construction activities. Under no circumstances should fill be placed into standing water. Soil corrections at this site for pavement subgrades may not be continuous in all areas. We recommend tapering the fills back to native soils at a ten to one (10:1) slope. 4.7 Construction Safety All excavations must comply with the requirements of OSHA 29 CFR, Part 1926, Subpart P “Excavations and Trenches”. This document states that excavation safety is the responsibility of the contractor. Reference to this OSHA requirement should be included in the job specifications. The responsibility to provide safe working conditions on this site, for earthwork, building construction, or any associated operations is solely that of the contractor. This responsibility is not borne in any manner by WSB. Geotechnical Report 2018 PMP Streets Arden Hills, Minnesota WSB Project No. 010111-000 Page 9 4.8 Cold Weather Construction It is our understanding that construction is unlikely to occur during the winter months. However, if the construction does continue into the winter months we recommend the following guidelines. Only unfrozen fill should be used. Placement of fill must not be permitted on frozen soil. 4.9 Field Observation and Testing The soil conditions illustrated on the Logs of Test Borings in Appendix A are indicative of the conditions only at the boring locations. WSB also recommends a representative number of field density tests be taken in all engineered fill and backfill placed to aid in judging its suitability. Fill placement and compaction should be monitored and tested to determine that the resulting fill and backfill conforms to specified density, strength or compressibility requirements. We recommend at least one compaction test for every 300 linear feet of utility trench, at vertical intervals not exceeding 2 feet. Prior to use, any proposed fill and backfill material should be submitted to the WSB laboratory for testing to verify compliance with recommendations and project specifications. Dynamic Cone Penetrometer (DCP) tests can be completed in the aggregate base in lieu of density testing. W e recommend following MnDOT Specification 2211-3. WSB would be pleased to provide the necessary field observation, monitoring and testing services during construction. 4.10 Plan Review and Remarks The observations, recommendations and conclusions described in this report are based primarily on information provided to WSB, obtained from our subsurface exploration, our experience, several necessary assumptions and the scopes of service developed for this project and are for the sole us e of our client. We recommend that WSB be retained to perform a review of final design drawing and specifications to evaluate that the geotechnical engineering report has not been misinterpreted. Should there be any changes in the design related to this project or if there are any uncertainties in the report we should be notified. We would be pleased to review any project changes and modify the recommendations in this report (if necessary) or provide any clarification in writing. The entire report should be kept together; for example, boring logs should not be removed and placed in the specifications separately. The boring logs and related information included in this report are indicators of the subsurface conditions only at the specific locations indicated on the Soil Boring Exhibit and times noted on the Logs of Test Boring sheets in Appendix A. The subsurface conditions, including groundwater levels, at other locations on the site may differ significantly from conditions that existed at the time of sampling and at the boring locations. The test borings were put down by WSB solely to obtain indications of subsurface conditions as part of a geotechnical exploration program. No services were performed to evaluate subsurface environmental conditions. WSB has not performed any observations, investigations, studies or testing that is not specifically listed in the scope of service. WSB shall not be liable for failing to discover any condition whose discovery required the performance of services not authorized by the Agreement. Geotechnical Report 2018 PMP Streets Arden Hills, Minnesota WSB Project No. 010111-000 Page 10 5. STANDARD OF CARE The recommendations and opinions contained in this report are based on our professional judgment. The soil testing and geotechnical engineering services performed for this project have been performed with the level of skill and diligence ordinarily exercised by reputable members of the same profession under similar circumstances, at the same time and in the same or a similar locale. No warranty, either express or implied, is made. Geotechnical Report Appendix A 2018 PMP Streets Arden Hills, Minnesota WSB Project No. 010111-000 APPENDIX A Soil Borings Exhibit Logs of Test Borings Symbols and Terminology on Test Boring Log Notice to Report Users Boring Log Information Unified Soil Classification Sheet (USCS) !( !( !(!( !(!( !(!( !( !( !( !( !( !( !( !( !( !( PB 1 PB 2 PB 4 PB 5 PB 6 PB 7 PB 9 PB 10 PB 14 PB 13 PB 16PB 15 PB 12 PB 17 PB 18 PB 11 PB 3 PB 8 Old High w ay 10 R o y a l H i l l s D r i v e FloralDriveWest H a m l i n e T o S B H w y 5 1 N o r m a C i r c l e Briarknoll Drive ArdenViewDrive B r i a r k n o l l C i r c l e D aw nCircle C o l l e e n C i r c l e ParkshoreDrive E i d e C i r c l e Colleen Avenue Arden View Drive N o r m a A v e n u e J a m e s A v e n u e W e d g e w o o d C i r c l e Valentine Avenue G a l e C i r c l e C o l l e e n C o u r t S n e l l i n g A v e n u e N o r t h EB Hwy 10 To SB Hwy 51 Royal Lane V ale n ti n e C o u rt M c c l u n g D r i v e IndianOaksCourt B r u e b e r r y L a n e N o r m a A v e n u e IndianOaksTrail Interstate 694 S n e l l i n g A v e n u e N o r t h Ja m es Circle Interstate 694 A r d e n V i s t a C o u r t A r d e n V i e w C o u r t WB Hwy10 ToWB I694 EB I694To SBHwy 51 H i g h w a y 1 0 Hig h w ay 10 !(Approximate Soil Boring Locations 0 500Feet¯Soil Boring Exhibit2018 PMP ProjectArden Hills, MNWSB # 010111-000 D o c u m e n t P a t h : K : \ 0 1 0 1 1 1 - 0 0 0 \ G I S \ M a p s \ S o i l B o r i n g E x h i b i t \ S o i l B o r i n g E x h i b i t . m x d D a t e S a v e d : 8 / 8 / 2 0 1 7 4 : 0 1 : 1 7 P M 1 inch = 500 feet 18 3 1/4" HSA 0' - 9.5' CL Pavement Section Glacial Till 1 2 3 4 5 HSA SB SB SB SB 4 7 10 13 BITUMINOUS 6" AGGREGATE BASE 9" LEAN CLAY WITH SAND AND A LITTLE GRAVEL, brown, very soft to soft to firm, moist End of Boring 11.5 ft. TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLED DEPTHDATE METHOD START: 7/27/2017 END: 7/27/2017 Logged By: MWOJ. Tatro Notes: Crew Chief: LABORATORY TESTS MC (%) DD (pcf) LL (%) PL (%) 9.511.59:45 am7/27/2017 None PROJECT NAME: 2018 Street Improvements LOG OF TEST BORING PROJECT LOCATION: Arden Hills, MN BORING NUMBER PB-1 PAGE 1 OF 1CLIENT/WSB #: 010111-000 DEPTH (ft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 USCS GEOLOGIC ORIGIN SAMPLE No.TYPEWLN WS B B O R I N G L O G - W S B . G D T - 8 / 8 / 1 7 1 4 : 1 3 - K : \ 0 1 0 1 1 1 - 0 0 0 \ G E O T E C H - C M T \ 2 0 1 8 S T R E E T I M P R O V E M E N T , A R D E N H I L L S M N . G P J DESCRIPTION OF MATERIAL 9 3 1/4" HSA 0' - 9.5' CL Pavement Section Fill Glacial Till 1 2 3 4 5 HSA SB SB SB SB 10 10 16 21 BITUMINOUS 6" AGGREGATE BASE 8" FILL, Sand with Silt, Gravel and Clayey Sand, brown LEAN CLAY WITH SAND AND A LITTLE GRAVEL, brown, firm, moist End of Boring 11.5 ft. TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLED DEPTHDATE METHOD START: 7/27/2017 END: 7/27/2017 Logged By: MWOJ. Tatro Notes: Crew Chief: LABORATORY TESTS MC (%) DD (pcf) LL (%) PL (%) 9.511.510:20 am7/27/2017 None PROJECT NAME: 2018 Street Improvements LOG OF TEST BORING PROJECT LOCATION: Arden Hills, MN BORING NUMBER PB-2 PAGE 1 OF 1CLIENT/WSB #: 010111-000 DEPTH (ft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 USCS GEOLOGIC ORIGIN SAMPLE No.TYPEWLN WS B B O R I N G L O G - W S B . G D T - 8 / 8 / 1 7 1 4 : 1 3 - K : \ 0 1 0 1 1 1 - 0 0 0 \ G E O T E C H - C M T \ 2 0 1 8 S T R E E T I M P R O V E M E N T , A R D E N H I L L S M N . G P J DESCRIPTION OF MATERIAL 9 3 1/4" HSA 0' - 9.5' CL Pavement Section Glacial Till 1 2 3 4 5 HSA SB SB SB SB 10 24 34 42 BITUMINOUS 8" AGGREGATE BASE 5" LEAN CLAY WITH SAND AND A LITTLE GRAVEL, brown, firm to hard, moist End of Boring 11.5 ft. TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLED DEPTHDATE METHOD START: 7/27/2017 END: 7/27/2017 Logged By: MWOJ. Tatro Notes: Crew Chief: LABORATORY TESTS MC (%) DD (pcf) LL (%) PL (%) 9.511.510:50 am7/27/2017 None PROJECT NAME: 2018 Street Improvements LOG OF TEST BORING PROJECT LOCATION: Arden Hills, MN BORING NUMBER PB-3 PAGE 1 OF 1CLIENT/WSB #: 010111-000 DEPTH (ft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 USCS GEOLOGIC ORIGIN SAMPLE No.TYPEWLN WS B B O R I N G L O G - W S B . G D T - 8 / 8 / 1 7 1 4 : 1 3 - K : \ 0 1 0 1 1 1 - 0 0 0 \ G E O T E C H - C M T \ 2 0 1 8 S T R E E T I M P R O V E M E N T , A R D E N H I L L S M N . G P J DESCRIPTION OF MATERIAL 10 3 1/4" HSA 0' - 9.5' CL SC Pavement Section Fill Glacial Till 1 2 3 4 5 HSA SB SB SB SB 7 10 4 4 BITUMINOUS 4" AGGREGATE BASE 6" FILL, Sand with Clay and Gravel, pieces of Bituminous, brown LEAN CLAY WITH SAND AND A LITTLE GRAVEL, gray, doft to firm, moist CLAYEY SAND WITH SILT, reddish brown, very loose End of Boring 11.5 ft. TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLED DEPTHDATE METHOD START: 7/27/2017 END: 7/27/2017 Logged By: MWOJ. Tatro Notes: Crew Chief: LABORATORY TESTS MC (%) DD (pcf) LL (%) PL (%) 9.511.511:20 am7/27/2017 None PROJECT NAME: 2018 Street Improvements LOG OF TEST BORING PROJECT LOCATION: Arden Hills, MN BORING NUMBER PB-4 PAGE 1 OF 1CLIENT/WSB #: 010111-000 DEPTH (ft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 USCS GEOLOGIC ORIGIN SAMPLE No.TYPEWLN WS B B O R I N G L O G - W S B . G D T - 8 / 8 / 1 7 1 4 : 1 3 - K : \ 0 1 0 1 1 1 - 0 0 0 \ G E O T E C H - C M T \ 2 0 1 8 S T R E E T I M P R O V E M E N T , A R D E N H I L L S M N . G P J DESCRIPTION OF MATERIAL 8 3 1/4" HSA 0' - 9.5' SM Pavement Section Fill Glacial Till 1 2 3 4 5 HSA SB SB SB SB 12 20 26 30 BITUMINOUS 3" AGGREGATE BASE 4 1/2" FILL, mostly Sandy Lean Clay, brown, moist SILTY SAND, brown, medium dense to dense, moist End of Boring 11.5 ft. TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLED DEPTHDATE METHOD START: 7/27/2017 END: 7/27/2017 Logged By: MWOJ. Tatro Notes: Crew Chief: LABORATORY TESTS MC (%) DD (pcf) LL (%) PL (%) 9.511.511:50 am7/27/2017 None PROJECT NAME: 2018 Street Improvements LOG OF TEST BORING PROJECT LOCATION: Arden Hills, MN BORING NUMBER PB-5 PAGE 1 OF 1CLIENT/WSB #: 010111-000 DEPTH (ft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 USCS GEOLOGIC ORIGIN SAMPLE No.TYPEWLN WS B B O R I N G L O G - W S B . G D T - 8 / 8 / 1 7 1 4 : 1 3 - K : \ 0 1 0 1 1 1 - 0 0 0 \ G E O T E C H - C M T \ 2 0 1 8 S T R E E T I M P R O V E M E N T , A R D E N H I L L S M N . G P J DESCRIPTION OF MATERIAL 25 16 3 1/4" HSA 0' - 12.5' CL CL Pavement Section Fill Fine Alluvium Glacial Till 1 2 3 4 5 6 HSA SB SB SB SB SB 5 8 12 15 15 BITUMINOUS 5" AGGREGATE BASE 7" FILL, Sandy Lean Clay, brown, wet LEAN CLAY, brown, soft, wet LEAN CLAY WITH LITTLE SAND, light brown to brown, soft to firm, moist End of Boring 14.5 ft. TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLED DEPTHDATE METHOD START: 7/27/2017 END: 7/27/2017 Logged By: MWOJ. Tatro Notes: Crew Chief: LABORATORY TESTS MC (%) DD (pcf) LL (%) PL (%) 12.514.512:25 pm7/27/2017 None PROJECT NAME: 2018 Street Improvements LOG OF TEST BORING PROJECT LOCATION: Arden Hills, MN BORING NUMBER PB-6 PAGE 1 OF 1CLIENT/WSB #: 010111-000 DEPTH (ft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 USCS GEOLOGIC ORIGIN SAMPLE No.TYPEWLN WS B B O R I N G L O G - W S B . G D T - 8 / 8 / 1 7 1 4 : 1 3 - K : \ 0 1 0 1 1 1 - 0 0 0 \ G E O T E C H - C M T \ 2 0 1 8 S T R E E T I M P R O V E M E N T , A R D E N H I L L S M N . G P J DESCRIPTION OF MATERIAL 12 3 1/4" HSA 0' - 19.5' CL SP SM Pavement Section Fill Glacial Till Glacial Outwash Glacial Till 1 2 3 4 5 6 7 8 HSA SB SB SB SB SB SB SB 11 15 24 40 42 18 19 BITUMINOUS 4" AGGREGATE BASE 7" FILL, Sand with Clay and Gravel, brown, moist LEAN CLAY WITH SAND, brown to reddish brown, firm, moist SAND, fine grained, brown, lenses of Lean Clay from 7-9 feet, medium dense to dense, moist SILTY SAND, brown, dense to medium dense, moist End of Boring 21.0 ft. TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLED DEPTHDATE METHOD START: 7/27/2017 END: 7/27/2017 Logged By: MWOJ. Tatro Notes: Crew Chief: LABORATORY TESTS MC (%) DD (pcf) LL (%) PL (%) 19.5211:00 pm7/27/2017 None PROJECT NAME: 2018 Street Improvements LOG OF TEST BORING PROJECT LOCATION: Arden Hills, MN BORING NUMBER PB-7 PAGE 1 OF 1CLIENT/WSB #: 010111-000 DEPTH (ft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 USCS GEOLOGIC ORIGIN SAMPLE No.TYPEWLN WS B B O R I N G L O G - W S B . G D T - 8 / 8 / 1 7 1 4 : 1 3 - K : \ 0 1 0 1 1 1 - 0 0 0 \ G E O T E C H - C M T \ 2 0 1 8 S T R E E T I M P R O V E M E N T , A R D E N H I L L S M N . G P J DESCRIPTION OF MATERIAL 18 14 3 1/4" HSA 0' - 24.5' SM CL CL Pavement Section Fill Glacial Till 1 2 3 4 5 6 7 8 9 HSA SB SB SB SB SB SB SB SB 13 7 6 7 11 16 17 22 BITUMINOUS 6 1/2" AGGREGATE BASE 4" FILL, Lean Clay with Sand, brown, moist SILTY SAND, gray, a few Roots, moist LEAN CLAY WITH SAND, brown to gray, soft, wet LEAN CLAY WITH SAND AND WITH GRAVEL FROM 18' - 26', brown to reddish brown, soft, wet End of Boring 26.0 ft. TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLED DEPTHDATE METHOD START: 7/27/2017 END: 7/27/2017 Logged By: MWOJ. Tatro Notes: Crew Chief: LABORATORY TESTS MC (%) DD (pcf) LL (%) PL (%) 24.5262:45 pm7/27/2017 None PROJECT NAME: 2018 Street Improvements LOG OF TEST BORING PROJECT LOCATION: Arden Hills, MN BORING NUMBER PB-8 PAGE 1 OF 1CLIENT/WSB #: 010111-000 DEPTH (ft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 USCS GEOLOGIC ORIGIN SAMPLE No.TYPEWLN WS B B O R I N G L O G - W S B . G D T - 8 / 8 / 1 7 1 4 : 1 4 - K : \ 0 1 0 1 1 1 - 0 0 0 \ G E O T E C H - C M T \ 2 0 1 8 S T R E E T I M P R O V E M E N T , A R D E N H I L L S M N . G P J DESCRIPTION OF MATERIAL 22 26 3 1/4" HSA 0' - 19.5' OL CL CL Pavement Section Fill Topsoil Glacial Till 1 2 3 4 5 6 7 8 HSA SB SB SB SB SB SB SB 6 5 2 4 5 9 16 BITUMINOUS 5" AGGREGATE BASE 4" FILL, Sand with Clay and Gravel and pieces of Bituminous, brown, moist FILL, mostly Lean Clay with a little Sand, gray, brown, soft to very soft, wet ORGANIC CLAY, black, very soft, wet LEAN CLAY WITH A LITTLE SAND, brown to gray, soft, wet LEAN CLAY WITH SAND AND WITH A LITTLE GRAVEL, brown, soft to firm, moist End of Boring 21.0 ft. TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLED DEPTHDATE METHOD START: 7/27/2017 END: 7/27/2017 Logged By: MWOJ. Tatro Notes: Crew Chief: LABORATORY TESTS MC (%) DD (pcf) LL (%) PL (%) 19.5213:30 pm7/27/2017 None PROJECT NAME: 2018 Street Improvements LOG OF TEST BORING PROJECT LOCATION: Arden Hills, MN BORING NUMBER PB-9 PAGE 1 OF 1CLIENT/WSB #: 010111-000 DEPTH (ft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 USCS GEOLOGIC ORIGIN SAMPLE No.TYPEWLN WS B B O R I N G L O G - W S B . G D T - 8 / 8 / 1 7 1 4 : 1 4 - K : \ 0 1 0 1 1 1 - 0 0 0 \ G E O T E C H - C M T \ 2 0 1 8 S T R E E T I M P R O V E M E N T , A R D E N H I L L S M N . G P J DESCRIPTION OF MATERIAL 17 3 1/4" HSA 0' - 12.5' CL CL SC Pavement Section Glacial Till 1 2 3 4 5 6 HSA SB SB SB SB SB 5 8 21 19 19 BITUMINOUS 4" AGGREGATE BASE 4 1/2" LEAN CLAY WITH SAND, brown, soft, wet SANDY LEAN CLAY, brown to gray, soft, wet CLAYEY SAND, brown, medium dense, moist End of Boring 14.5 ft. TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLED DEPTHDATE METHOD START: 7/27/2017 END: 7/27/2017 Logged By: MWOJ. Tatro Notes: Crew Chief: LABORATORY TESTS MC (%) DD (pcf) LL (%) PL (%) 12.514.54:15 pm7/27/2017 None PROJECT NAME: 2018 Street Improvements LOG OF TEST BORING PROJECT LOCATION: Arden Hills, MN BORING NUMBER PB-10 PAGE 1 OF 1CLIENT/WSB #: 010111-000 DEPTH (ft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 USCS GEOLOGIC ORIGIN SAMPLE No.TYPEWLN WS B B O R I N G L O G - W S B . G D T - 8 / 8 / 1 7 1 4 : 1 4 - K : \ 0 1 0 1 1 1 - 0 0 0 \ G E O T E C H - C M T \ 2 0 1 8 S T R E E T I M P R O V E M E N T , A R D E N H I L L S M N . G P J DESCRIPTION OF MATERIAL 14 3 1/4" HSA 0' - 12.5' CL Pavement Section Fill Glacial Till 1 2 3 4 5 6 HSA SB SB SB SB SB 7 10 13 17 15 BITUMINOUS 7" AGGREGATE BASE 7" FILL, Sand with Clay and Gravel, brown LEAN CLAY WITH SAND AND A LITTLE GRAVEL, brown, moist End of Boring 14.5 ft. TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLED DEPTHDATE METHOD START: 7/28/2017 END: 7/28/2017 Logged By: MWOJ. Tatro Notes: Crew Chief: LABORATORY TESTS MC (%) DD (pcf) LL (%) PL (%) 12.514.52:20 pm7/28/2017 None PROJECT NAME: 2018 Street Improvements LOG OF TEST BORING PROJECT LOCATION: Arden Hills, MN BORING NUMBER PB-11 PAGE 1 OF 1CLIENT/WSB #: 010111-000 DEPTH (ft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 USCS GEOLOGIC ORIGIN SAMPLE No.TYPEWLN WS B B O R I N G L O G - W S B . G D T - 8 / 8 / 1 7 1 4 : 1 4 - K : \ 0 1 0 1 1 1 - 0 0 0 \ G E O T E C H - C M T \ 2 0 1 8 S T R E E T I M P R O V E M E N T , A R D E N H I L L S M N . G P J DESCRIPTION OF MATERIAL 15 3 1/4" HSA 0' - 12.5' CL Pavement Section Fill Glacial Till 1 2 3 4 5 6 HSA SB SB SB SB SB 7 11 13 17 18 BITUMINOUS 3 1/2" AGGREGATE BASE 6" FILL, Clayey Sand, brown, moist LEAN CLAY WITH SAND AND A LITTLE GRAVEL, brown to reddish brown, firm, moist End of Boring 14.5 ft. TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLED DEPTHDATE METHOD START: 7/28/2017 END: 7/28/2017 Logged By: MWOJ. Tatro Notes: Crew Chief: LABORATORY TESTS MC (%) DD (pcf) LL (%) PL (%) 12.514.512:35 pm7/28/2017 None PROJECT NAME: 2018 Street Improvements LOG OF TEST BORING PROJECT LOCATION: Arden Hills, MN BORING NUMBER PB-12 PAGE 1 OF 1CLIENT/WSB #: 010111-000 DEPTH (ft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 USCS GEOLOGIC ORIGIN SAMPLE No.TYPEWLN WS B B O R I N G L O G - W S B . G D T - 8 / 8 / 1 7 1 4 : 1 4 - K : \ 0 1 0 1 1 1 - 0 0 0 \ G E O T E C H - C M T \ 2 0 1 8 S T R E E T I M P R O V E M E N T , A R D E N H I L L S M N . G P J DESCRIPTION OF MATERIAL 13 3 1/4" HSA 0' - 12.5' CL CL Pavement Section Fill Glacial Till 1 2 3 4 5 6 HSA SB SB SB SB SB 5 8 13 12 14 BITUMINOUS 6" AGGREGATE BASE 5" FILL, mostly Sandy Clay, brown, moist LEAN CLAY WITH SAND AND A LITTLE GRAVEL, brown to gray, soft to firm, moist LEAN CLAY WITH SAND AND A LITTLE GRAVEL, brown to reddish brown, firm, moist End of Boring 14.5 ft. TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLED DEPTHDATE METHOD START: 7/28/2017 END: 7/28/2017 Logged By: MWOJ. Tatro Notes: Crew Chief: LABORATORY TESTS MC (%) DD (pcf) LL (%) PL (%) 12.514.59:15 am7/28/2017 None PROJECT NAME: 2018 Street Improvements LOG OF TEST BORING PROJECT LOCATION: Arden Hills, MN BORING NUMBER PB-13 PAGE 1 OF 1CLIENT/WSB #: 010111-000 DEPTH (ft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 USCS GEOLOGIC ORIGIN SAMPLE No.TYPEWLN WS B B O R I N G L O G - W S B . G D T - 8 / 8 / 1 7 1 4 : 1 4 - K : \ 0 1 0 1 1 1 - 0 0 0 \ G E O T E C H - C M T \ 2 0 1 8 S T R E E T I M P R O V E M E N T , A R D E N H I L L S M N . G P J DESCRIPTION OF MATERIAL 19 3 1/4" HSA 0' - 12.5' CL CL Pavement Section Fill Glacial Till 1 2 3 4 5 6 HSA SB SB SB SB SB 5 4 10 12 18 BITUMINOUS 5" AGGREGATE BASE 6" FILL, Sand with Silt and Gravel, brown, moist LEAN CLAY WITH A LITTLE SAND, brown to gray, soft, wet LEAN CLAY WITH SAND, brown, firm, moist End of Boring 14.5 ft. TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLED DEPTHDATE METHOD START: 7/28/2017 END: 7/28/2017 Logged By: MWOJ. Tatro Notes: Crew Chief: LABORATORY TESTS MC (%) DD (pcf) LL (%) PL (%) 12.514.58:45 am7/28/2017 None PROJECT NAME: 2018 Street Improvements LOG OF TEST BORING PROJECT LOCATION: Arden Hills, MN BORING NUMBER PB-14 PAGE 1 OF 1CLIENT/WSB #: 010111-000 DEPTH (ft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 USCS GEOLOGIC ORIGIN SAMPLE No.TYPEWLN WS B B O R I N G L O G - W S B . G D T - 8 / 8 / 1 7 1 4 : 1 4 - K : \ 0 1 0 1 1 1 - 0 0 0 \ G E O T E C H - C M T \ 2 0 1 8 S T R E E T I M P R O V E M E N T , A R D E N H I L L S M N . G P J DESCRIPTION OF MATERIAL 243 3 1/4" HSA 0' - 24.5' OL PT CL Pavement Section Fill Fill Swamp Deposits Glacial Till 1 2 3 4 5 6 7 8 9 HSA SB SB SB SB SB SB SB SB 9 5 3 2 2 3 4 4 BITUMINOUS 3" AGGREGATE BASE 5" FILL, Sand with Silt and Gravel, brown FILL, Lean Clay with Sand, brown to gray, moist ORGANIC CLAY WITH SAND, black, very soft, wet PEAT, black, very soft, wet LEAN CLAY WITH SAND, gray, very soft, wet End of Boring 26.0 ft. TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLED DEPTHDATE METHOD START: 7/28/2017 END: 7/28/2017 Logged By: MWOJ. Tatro Notes: Crew Chief: LABORATORY TESTS MC (%) DD (pcf) LL (%) PL (%) 24.52611:45 am7/28/2017 None PROJECT NAME: 2018 Street Improvements LOG OF TEST BORING PROJECT LOCATION: Arden Hills, MN BORING NUMBER PB-15 PAGE 1 OF 1CLIENT/WSB #: 010111-000 DEPTH (ft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 USCS GEOLOGIC ORIGIN SAMPLE No.TYPEWLN WS B B O R I N G L O G - W S B . G D T - 8 / 8 / 1 7 1 4 : 1 4 - K : \ 0 1 0 1 1 1 - 0 0 0 \ G E O T E C H - C M T \ 2 0 1 8 S T R E E T I M P R O V E M E N T , A R D E N H I L L S M N . G P J DESCRIPTION OF MATERIAL 54 231 3 1/4" HSA 0' - 29.5' PT CL Pavement Section Fill Swamp Deposits Glacial Till 1 2 3 4 5 6 7 8 9 HSA SB SB SB SB SB SB SB SB 5 2 3 3 4 1 1 3 BITUMINOUS 6" AGGREGATE BASE 5" FILL, Sandy Clay, dark brown, moist PEAT, black, wet LEAN CLAY WITH SAND, gray, very soft, saturated TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLED DEPTHDATE METHOD START: 7/28/2017 END: 7/28/2017 Logged By: MWOJ. Tatro Notes: Crew Chief: LABORATORY TESTS MC (%) DD (pcf) LL (%) PL (%) 29.53110:30 am7/28/2017 None PROJECT NAME: 2018 Street Improvements LOG OF TEST BORING PROJECT LOCATION: Arden Hills, MN BORING NUMBER PB-16 PAGE 1 OF 2CLIENT/WSB #: 010111-000 DEPTH (ft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 USCS GEOLOGIC ORIGIN SAMPLE No.TYPEWLN WS B B O R I N G L O G - W S B . G D T - 8 / 8 / 1 7 1 4 : 1 4 - K : \ 0 1 0 1 1 1 - 0 0 0 \ G E O T E C H - C M T \ 2 0 1 8 S T R E E T I M P R O V E M E N T , A R D E N H I L L S M N . G P J DESCRIPTION OF MATERIAL 10 SB5 LEAN CLAY WITH SAND, gray, very soft, saturated (continued) End of Boring 31.0 ft. LABORATORY TESTS MC (%) DD (pcf) LL (%) PL (%) PROJECT NAME: 2018 Street Improvements LOG OF TEST BORING PROJECT LOCATION: Arden Hills, MN BORING NUMBER PB-16 PAGE 2 OF 2CLIENT/WSB #: 010111-000 DEPTH (ft) 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 USCS GEOLOGIC ORIGIN SAMPLE No.TYPEWLN WS B B O R I N G L O G - W S B . G D T - 8 / 8 / 1 7 1 4 : 1 4 - K : \ 0 1 0 1 1 1 - 0 0 0 \ G E O T E C H - C M T \ 2 0 1 8 S T R E E T I M P R O V E M E N T , A R D E N H I L L S M N . G P J DESCRIPTION OF MATERIAL 18 3 1/4" HSA 0' - 12.5' CL Pavement Section Fill Glacial Till 1 2 3 4 5 6 HSA SB SB SB SB SB 7 8 7 9 13 BITUMINOUS 3" FILL, Sand with Silt and Gravel, brown LEAN CLAY WITH SAND AND A LITTLE GRAVEL, brown to gray, lenses of Silty Clay, soft to firm, moist End of Boring 14.5 ft. TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLED DEPTHDATE METHOD START: 7/28/2017 END: 7/28/2017 Logged By: MWOJ. Tatro Notes: Crew Chief: LABORATORY TESTS MC (%) DD (pcf) LL (%) PL (%) 12.514.51:15 pm7/28/2017 None PROJECT NAME: 2018 Street Improvements LOG OF TEST BORING PROJECT LOCATION: Arden Hills, MN BORING NUMBER PB-17 PAGE 1 OF 1CLIENT/WSB #: 010111-000 DEPTH (ft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 USCS GEOLOGIC ORIGIN SAMPLE No.TYPEWLN WS B B O R I N G L O G - W S B . G D T - 8 / 8 / 1 7 1 4 : 1 4 - K : \ 0 1 0 1 1 1 - 0 0 0 \ G E O T E C H - C M T \ 2 0 1 8 S T R E E T I M P R O V E M E N T , A R D E N H I L L S M N . G P J DESCRIPTION OF MATERIAL 21 3 1/4" HSA 0' - 12.5' CL Pavement Section Fill Glacial Till 1 2 3 4 5 6 HSA SB SB SB SB SB 7 6 7 8 18 BITUMINOUS 5" FILL, Sand with Silt and Gravel, brown LEAN CLAY WITH SAND AND A LITTLE GRAVEL, brown, soft to firm, moist End of Boring 14.5 ft. TIME CASING DEPTH CAVE-IN DEPTH WATER DEPTH WATER ELEVATION WATER LEVEL MEASUREMENTS SAMPLED DEPTHDATE METHOD START: 7/28/2017 END: 7/28/2017 Logged By: MWOJ. Tatro Notes: Crew Chief: LABORATORY TESTS MC (%) DD (pcf) LL (%) PL (%) 12.514.51:50 pm7/28/2017 None PROJECT NAME: 2018 Street Improvements LOG OF TEST BORING PROJECT LOCATION: Arden Hills, MN BORING NUMBER PB-18 PAGE 1 OF 1CLIENT/WSB #: 010111-000 DEPTH (ft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 USCS GEOLOGIC ORIGIN SAMPLE No.TYPEWLN WS B B O R I N G L O G - W S B . G D T - 8 / 8 / 1 7 1 4 : 1 4 - K : \ 0 1 0 1 1 1 - 0 0 0 \ G E O T E C H - C M T \ 2 0 1 8 S T R E E T I M P R O V E M E N T , A R D E N H I L L S M N . G P J DESCRIPTION OF MATERIAL SYMBOLS AND TERMINOLOGY ON TEST BORING LOG SYMBOLS Drilling and Sampling Laboratory Testing Symbol Description HSA 3-1/4” LD. Hollow stem auger _ FA 4”, 6” or 10” diameter flight auger _HA 2”, 4”, or 6” hand auger _DC 2-1/2”, 4”, 5”, or 6” steel drive casing _RC Size A, B or N rotary casing PD Pipe drill or cleanout tube CS Continuous split barrel sampling DM Drilling mud JW Jetting water SB 2” O.D. split barrel sampling _L 2-1/2” or 3-1/2” O.D. SB liner sampler _T 2” or 3” thin walled tube sample 3TP 3” thin walled tube using pitcher sampler _TO 2” or 3” thin walled tube using Osterberg sampler W Wash sample B Bag sample P Test pit sample _Q BQ, NQ, or PQ wire line system _X AX, BX, or NX double tube barrel N Standard penetration test, blows per foot CR Core recovery, percent WL Water level ź Water level NMR No measurement recorded, primarily due to presence of drilling or coring fluid. Symbol Description W Water content, % (ASTM** D2216) D Dry density, pcf LL Liquid limit (ASTM D4318) PL Plastic limit (ASTM D4318) -Inserts in last column (Qu or RQD)- Qu Unconfined compressive strength, psf (ASTM D2166) Pq Penetrometer reading, tsf (ASTM D1558) Ts Torvane reading, tsf G Specific gravity (ASTM D854) SL Shrinkage limits (ASTM D427) OC Organic content-combustion method (ASTM D2974) SP Swell pressure, tsf (ASTM D4546) PS Percent swell under pressure (ASTM D4546) FS Free swell, % (ASTM D4546) SS Shrink swell, % (ASTM D4546) pH Hydrogen ion content-Meter Method (ASTM D4972) SC Sulfate content, parts/million or mg/l CC Chloride content, parts/million or mg/l C* One dimensional consolidation (ASTM D2435) Qc* Triaxial compression (ASSTM D2850 and D4767) D.S.* Direct Shear (ASTM D3080) K* Coefficient of permeability, cm/sec (ASTM D2434) P* Pinhole test (ASTM D4647) DH* Double hydrometer (ASTM D4221) MA* Particle size analysis (ASTM D422) R Laboratory electrical resistivity, ohm-cm (ASTM G57) E* Pressuremeter deformation modulus, tsf (ASTM D4719) PM* Pressuremeter test (ASTM D4719) VS* Field vane shear (ASTM D2573) IR* Infiltrometer test (ASTM D3385) RQD Rock quality designation, percent *Results shown on attached data sheet or graph **ASTM designates American Society for Testing and Materials TERMINOLOGY Particle Sizes Soil layering and Moisture Type Size Range Boulders > 12” Cobbles 3” – 12” Coarse gravel 3/4” – 3” Fine gravel #4 sieve – 3/4” Coarse sand #4 - #10 sieve Medium sand #10-#40 sieve Fine sand #40-#200 sieve Silt 100% passing #200 sieve and > 0.005mm Clay 100% passing #200 sieve and < 0.005mm Term Visual Observation Lamination Up to 1/4” thick stratum Varved Altering laminations of any combination of clay, silt, fine sand, or colors Lenses Small pockets of different soils in a soil mass Stratified Altering layers of varying materials or colors Layer 1/4” to 12” thick stratum Dry Powdery, no noticeable water Moist Damp, below saturation Waterbearing Pervious soil below water Wet Saturated, above liquid limit Gravel Content Standard Penetration Resistance Coarse-Grained Soils Fine-Grained Soils Cohesionless Soils Cohesive Soils % Gravel Description 2-15 A little gravel 16-49 With gravel % Gravel Description < 5 Trace of gravel 5-15 A little gravel 16-30 With gravel 31-49 Gravelly N-Value Relative Density 0-4 Very loose 5-10 Loose 11-30 Medium dense 31-50 Dense > 50 Very dense N-Value Consistency 0-4 Very soft 5-8 Soft 9-15 Firm 16-30 Hard > 30 Very hard NOTICE TO REPORT USERS BORING LOG INFORMATION Subsurface Profiles The subsurface stratification lines on the graphic representation of the test borings show an approximate boundary between soil types or rock. The transition between materials is approximate and is usually far more gradual than shown. Estimating excavation depths, soil volumes and other computations relying on the subsurface strata may not be possible to any degree of accuracy. Water Level WSB & Associates, Inc. took groundwater level readings in the exploratory borings, reviewed the data obtained, and discussed its interpretation of the data in the text of this report. The groundwater level may fluctuate due to seasonal variations caused by precipitation, snowmelt, rainfalls, construction or remediation activities, and/or other factors not evident at the time of measurement. The actual determination of the subsurface water level is an interpretative process. Subsurface water level may not be accurately depicted by the levels indicated on the boring logs. Normally, a subsurface exploration obtains general information regarding subsurface features for design purposes. An accurate determination of subsurface water levels is not possible with a typical scope of work. The use of the subsurface water level information provided for estimating purposes or other site review can present a moderate to high risk of error. The following information is obtained in the field and noted under “Water Level Measurements” at the bottom of the log. Sampled Depth: The lowest depth of soil sampling at the time a water level measurement is taken. Casing Depth: The depth to the bottom of the casing or hollow-stem auger at the time of water level measurement. Cave-In Depth: The depth at which the measuring tape stops in the bore hole. Water Level: The point in the bore hole at which free-standing water is encountered by a measuring tape dropped from the surface inside the casing. Drilling Fluid Level: Similar to the water level, except the liquid in the bore hole is a drilling fluid. Obstruction Depths Obstructions and/or obstruction depths may be noted on the boring logs. Obstruction indicates the sampling equipment encountered resistance to penetration. It must be realized that continuation of drilling, the use of other drilling equipment or further exploration may provide information other than that depicted on the logs. The correlation of obstruction depths on the log with construction features such as rock excavation, foundation depths, or buried debris cannot normally be determined with any degree of accuracy. For example, penetration of weathered rock by soil sampling equipment may not correlate with removal by certain types of construction equipment. Using this information for estimating purposes often results in a high degree of misinterpretation. Accurately identifying the obstruction or estimating depths where hard rock is present over the site requires a scope of service beyond the normal geotechnical exploration program. The risk of using the information noted on the boring logs for estimating purposes must be understood. Feasibility Report Pavement Management Program 2018 Street and Utility Improvement Project City of Arden Hills Project No. 18-STR-065 WSB Project No. R-010111-000 APPENDIX E 2017 Sanitary Sewer Televising Log Street Upstream MH Downstream MH Pipe Material Length (ft)Sag Debris Deposits Roots Crack Infiltration (main) Infiltration (service) Floral Drive A-61 A-65 PVC 228 x Remove and replace sewer pipe due to sag near MH A-61 Floral Drive A-63 A-62 PVC 278 x Spot Repair Floral Drive A-65-2 A-65 PVC 125 x Verify in field if water is from pipe or from I&I Floral Drive A-67 A-65-2 PVC 205 None Floral Drive A-73 A-67 PVC 197 None Floral Drive A-74 A-73 PVC 221 None Norma Circle A-64 A-62 PVC 220 x x x Spot Repair Gale Circle A-66 A-65 PVC 312 None James Circle A-68 A-67 PVC 379 None James Circle A-69 A-68 PVC 69 None James Circle A-70 A-69 PVC 119 None James Circle A-71 A-70 PVC 40 None James Circle A-72 A-71 PVC 86 None Indian Oaks Trail A-82 A-81 RCP 159 CIPP Lining Indian Oaks Trail A-83 A-82 RCP 164 CIPP Lining Indian Oaks Trail A-84 A-83 RCP 320 CIPP Lining x x CIPP Lining - corrosion on wall of RCP pipe x CIPP Lining - infiltration at services and along mainline x Remove mineral deposits before CIPP lining x x x x x x x x Remove debris, CIPP Lining x CIPP Lining x CIPP Lining - I&I in manhole A-133 x Remove rubber gasket that has fallen and is in pipe x Remove rubber gasket that has fallen and is in pipe x CIPP Lining - I&I in main None None Brueberry Lane A-22 A-20 PVC 81 None Brueberry Lane A-23 A-22 PVC 113 None Brueberry Lane A-24 A-23 PVC 170 None Brueberry Lane A-25 A-22 PVC 205 None Parkshore Drive A-14 A-13 RCP 237 None Parkshore Drive A-15 A-14 RCP 133 None Parkshore Drive A-16 A-15 RCP 327 None Parkshore Drive A-17 A-16 RCP 225 None Wedgewood Circle A-41 A-31 PVC 158 None Wedgewood Circle A-42 A-41 PVC 130 None Deficiencies Recommended Action Indian Oaks Court Brueberry Lane Indian Oaks Court Indian Oaks Trail Description 333 A-133 A-132 VCP 301 A-85 A-84 RCP 308 A-132 A-87 VCP 197PVCA-18A-20 Feasibility Report Pavement Management Program 2018 Street and Utility Improvement Project City of Arden Hills Project No. 18-STR-065 WSB Project No. R-010111-000 APPENDIX F Neighborhood Open House (August 3) Sign-in Sheet Neighborhood Open House Comment Cards and Email 1 Kelsey Gelhar From:Kelsey Gelhar <KGelhar@cityofardenhills.org> Sent:Tuesday, August 08, 2017 8:48 AM To:cindy.doffing@yahoo.com Cc:brian.doffing@yahoo.com; Sue Polka; Kelsey Gelhar Subject:RE: Indian Oaks Pavement Meeting Attachments:2018 PMP FAQ.pdf Cindy, I’ve attached the Frequently Asked Questions handout from the August 3 rd neighborhood meeting. The feasibility study does include items for drainage improvements along Indian Oaks Trail and the rest of the reconstruction project area. Specific storm sewer and grading decisions will be decided during final design. Thank you for your comments. They help with moving the project along and will be considered during the final design phase. If you have any more questions about the project, please feel free to contact me. Kelsey Gelhar, E.I.T. 612-709-4897 From: Sue Polka [ mailto:SPolka@cityofardenhills.org ] Sent: Monday, July 24, 2017 3:05 PM To: Jim Stremel < JStremel@wsbeng.com > Cc: Kelsey Gelhar < KGelhar@wsbeng.com > Subject: FW: Indian Oaks Pavement Meeting From: Cindy Doffing [ mailto:cindy.doffing@yahoo.com ] Sent: Monday, July 24, 2017 3:04 PM To: Sue Polka < SPolka@cityofardenhills.org > Cc: Brian Doffing < brian.doffing@yahoo.com > Subject: Re: Indian Oaks Pavement Meeting Our questions are as follows: Will the curbs be gently sloping 45 degree or closer to 90 degree curbs? How far north will Indian Oaks Trail move from it's current location? Will both sides of the road be adjusted or will the south side remain in the current location and the road will be widened? How many feet of our driveway and lawn will the city repair? (i.e. up to 10 feet from road) 2 Will the city replace asphalt with asphalt and cement with cement? Do the homeowners have a choice? If the city only replaces with asphalt can the homeowners pay the cost difference? We currently have cement and want to replace it with same. When will the assessment be charged? What will be done about water runoff? As I'm sure you know, our street floods every year about one house to the west of us at about 1400 Indian Oaks Trail due to the original design of the road/runoff. Will we be keeping the ditch or going to storm sewer system? I see from your letter that the city is in the process of a feasibility study; does the study include redesigning/regrading the road to correct the water runoff problem? Thank you in advance. Regards, Cindy Doffing From: Sue Polka < SPolka@cityofardenhills.org > To: Cindy Doffing < cindy.doffing@yahoo.com > Sent: Monday, July 24, 2017 11:04 AM Subject: RE: Indian Oaks Pavement Meeting Please email your questions. I can also send you any handouts that we have at the meeting. Sue Polka, P.E. Public Works Director/City Engineer City of Arden Hills 651-792-7846 From: Cindy Doffing [ mailto:cindy.doffing@yahoo.com ] Sent: Monday, July 24, 2017 8:31 AM To: Sue Polka < SPolka@cityofardenhills.org > Cc: Brian Doffing < brian.doffing@yahoo.com > Subject: Indian Oaks Pavement Meeting Hi Sue, My husband and I will be out of town for the informational meeting on the pavement project. We have quite a few questions and would have attended if we could have. Will there be a call-in number (even in listen-only mode) so we can listen to the meeting? Or should I email you our list of questions? Thank you, Cindy Doffing FREQUENTLY ASKED QUESTIONS Q: How was this project initiated? A: On April 24, 2017, the Arden Hills City Council authorized the preparation of an engineering feasibility report for 2018 Pavement Management Project. Q: What work is proposed? A: The City of Arden Hills is working to provide residents with a safer, smoother and structurally sound roadway and utility system. Although a temporary inconvenience to our daily routines, construction is necessary to ensure that motorists are provided with safe and functional roads, so that repairs and improvements can be made to aging underground infrastructure, and so that storm sewer can be installed and drainage issues can be addressed. The 2018 Pavement Management Project is part of the City’s Pavement Management Program, which proposes specific areas for reconstruction based on field review and City recommendations. The 2018 Pavement Management Project includes improvements to Indian Oaks Court, Indian Oaks Trail, W Floral Dr, James Cir, Gale Cir, Norma Cir, Wedgewood Cir, Brueberry Lane, and Parkshore Drive. The repaired or reconstructed streets will stay in the same approximate location and concrete barrier curb will be repaired or installed to assist with capturing and directing storm water runoff. Q: When will this project occur? A: Construction is anticipated to take place between May and October of 2018 for the improvements proposed, although most substantial roadway work will occur within twelve to sixteen weeks. More detailed schedule information will be available from the contractor once the project has been awarded by the City Council. Q: How much is this project going to cost me? A: Financing for the 2018 Pavement Management Project will come from City CIP funds and Special Assessments to benefiting properties. The current assessment rate for reconstruction projects on existing streets is 50% of the improvement cost for residential properties. Preliminary assessment amounts will be made available at the August Neighborhood Meeting, sent to each property owner prior to the assessment hearing, and following upon request for residents unable to attend. Assessments can be paid either in full within 30 days of the assessment roll being adopted by the City Council by resolution or over 10 equal annual installments included with property tax payments. Q: Will I always have access to my driveway? A: Residents will have access to their driveways for the majority of the construction project. However, when the concrete apron and concrete curb are being replaced in front of your driveway, the City requires a 5-day minimum curing period with no disturbance to the concrete during this time. There may also be short periods during the day where a resident may not have access to their driveway due to roadway or utility construction. Property owners will be provided as much advance notification as possible when access to driveways will be restricted. During these times, which will be minimized to the greatest extent possible, on-street parking will be available to residents in lieu of driveway access. Q: Can entire driveways be replaced as part of the project? A: Portions of driveways within the City right-of-way may be removed and replaced in kind to accommodate the adjusted street elevation. If you wish to have your entire driveway replaced, the City will make the information available to help you contact the contractor directly, but it will not be included in the project contract. Full driveway replacement outside of the project contract is NOT assessable. If you wish to have your driveway fully paved, you will need to work out a separate agreement with the Contractor directly and pay for it separately, but not all Contractors are willing to perform work outside of the City project area. Q: Where will I be able to pick up my mail? How will garbage service be affected? A: Residents will be notified at the start of construction if removal of their mailbox is necessary to complete the work. If so, the contractor will install temporary mailboxes as determined by the Post Office and residents will be notified of their location. The existing mailbox will be salvaged until after construction and reinstalled in a similar location. Trash pickup in the neighborhood will take place on the same day it currently occurs. The contractor will provide access to the neighborhood to garbage trucks for pickup, or coordinate with the disposal service providers during the occasional exception throughout the project to minimize inconvenience to the residents. Q: How will the school bus pick up my children? A: The City will coordinate with the bus company to determine if an alternate pick-up location is required during construction. If a new location is required, the affected residents will be notified in advance. Q: Will the contractor work in front of my house on weekends? A: The City of Arden Hills has specified the following work hours: Monday – Friday 7:00 a.m. - 9:00 p.m. Saturday, Sunday, Holidays 8:00 a.m. - 9:00 p.m. Q: Will the areas of my lawn that are disturbed be replaced? A: Sections of maintained lawn that need to be removed for construction will be restored with new sod at the end of the project. The contractor is responsible for watering new turf areas for 30 calendar days following installation, after which it is the homeowner’s responsibility. Please do not mow new turf with the rest of your lawn as this will damage it and void the contractor’s warranty. All residents will receive mailings notifying them of the end dates of the contractor’s sod maintenance period, as well as tips on how best to care for new sod. Q: How are landscaping features and lawn irrigation systems dealt with during construction? A: The contractor will work to protect most items such as small retaining walls, landscape features, or irrigation systems found in the homeowner’s yard. For underground items such as invisible pet fences and irrigation lines within the City right-of-way, homeowners are responsible to mark them so that the contractor can work around them and protect them as much as possible from damage. If you have any landscaping or underground items that you would like to save and reinstall yourself following construction, please plan to remove these items from the right-of-way. Q: How are special deliveries, weddings, graduations, garage sales, etc. to be addressed during construction? A: If you are anticipating a special delivery, open house, or any other activity during the summer construction schedule, please notify the onsite project representative of the time and date in which this will occur. The contractor and project staff will do their best to provide access and/or on street parking as necessary. Q: Where can I find additional project information? As it becomes available, project information can be found on the City of Arden Hill’s web page at www.cityofardenhills.org. If you have any questions or comments regarding the project prior to construction, please contact the Public Works Department at 651-792-7846. CITY OF ARDEN HILLS COUNTY OF RAMSEY STATE OF MINNESOTA RESOLUTION NO. 2017-022 A RESOLUTION RECEIVING FEASIBILITY REPORT AND CALLING FOR A PUBLIC HEARING ON IMPROVEMENTS FOR THE 2018 STREET AND UTILITY IMPROVEMENT PROJECT WHEREAS, pursuant to Resolution 2017-012 of the Council adopted April 24, 2017, a report has been prepared by the City Engineer with reference to the improvement of the following streets: Floral Drive from Hamline Avenue to approximately 200-feet west of Norma Circle Norma Circle from Floral Drive to cul-de-sac Gale Circle from Floral Drive to cul-de-sac James Circle from Floral Drive to cul-de-sac Indian Oaks Trail from Hamline Avenue to cul-de-sac Indian Oaks Court from James Avenue to cul-de-sac Wedgewood Circle from Old Highway 10 to cul-de-sac Brueberry Lane from Old Highway 10 to Parkshore Drive Parkshore Drive from Old Highway 10 to cul-de-sac and this report was received by the Council on August 14, 2017; 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 at an estimated total cost of the improvement of $3,301,192.51. 2. A public hearing shall be held on such proposed improvement on the 25th day of September, 2017, 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 14th DAY OF AUGUST, 2017. _________________________________________ David Grant, Mayor ATTEST: _______________________________________ Julie Hanson, City Clerk Page 1 of 1 DATE: August 14, 2017 TO: Honorable Mayor and City Councilmembers William S. Joynes, Sr., City Administrator FROM: Sue Polka, Public Works Director/City Engineer SUBJECT: 2017 Sewer Lining Project – Approve Plans and Authorize Ad for Bids Budgeted Amount: Estimated Amount: Funding Sources: $400,000.00 $260,000.00 Sanitary Sewer Utility Fund/MCES Grant Requested Action Adopt Resolution 2017-023 Approving Plans and Specifications and Authorizing Advertisement for bids for the 2017 Sewer Lining Project. The Engineer’s Estimate is $260,000.00. Discussion The 2017 Capital Improvement Plan has an item in the amount of $400,000.00 for sewer lining/rehabilitation (Attachment A). The 2017 Legislature approved $3.79 million in funding for Inflow & Infiltration (I/I) projects. Arden Hills has been identified on the list of eligible cities to apply for the grant funding. The requirements are similar to previous grant programs (Attachment B). Up to 50% of I/I projects completed between May 31, 2017 and November 1, 2019 are eligible. In addition to the lining identified with this project, staff will include the lining that is proposed with the 2018 PMP in the grant application. The proposed sewer lining areas are shown on Attachment C. The total length of pipe to be lined is approximately 8,000 feet and includes approximately 200 feet of storm sewer. Attachments 1. Attachment A – Capital Improvement Project # 09-Sew-002 2. Attachment B – 2017 Municipal Grant Requirements, Guidelines & Timelines 3. Attachment C – 2017 Sewer Lining Exhibits 4. Attachment D – Resolution 2017-023 NEW BUSINESS – 8C MEMORANDUM "" " "" " " " " " " " " " " " " " " " " " " " " """""" " " " " " " " " " " " " "" " "" " " " " " """""" " " !(!(!(!(!( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !(!( !( !( !( !( !( !(!(!(!( !( !(!( !( !( !(!(!(!(!( !( !( !( !( !( !(!( !( !( N H a m l i n e A v e IndianOaksCir ISTH 694 L e x i n g t o n A v e NWyncrest Dr Wyncrest La N H a m l i n e A v e Cummings Park Dr N F e r n w o o d S t F e r n w o o d S t CSAH 12 Guidant S t MH8-205MH8-206MH8-207MH8-208MH8-214 MH8-209 MH8-210 MH8-211 MH8-212 MH8-213 MH8-215MH8-216 MH8-208A MH8-211A !(2017 Sewer Lining Manhole Project "2017 Sewer Lining Project !(Sanitary Manholes "Sanitary Pipe 0 350Feet¯Project Location2017 Sewer Lining ProjectArden Hills, MN D o c u m e n t P a t h : K : \ 0 3 4 5 5 - 0 0 0 \ G I S \ M a p s \ 2 0 1 7 S e w e r L i n e C o u n t y R d F . m x d D a t e S a v e d : 8 / 7 / 2 0 1 7 2 : 1 0 : 3 2 P M 1 inch = 350 feet " " " " " " " " " " " " " " " " " " " " " " " """ " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " "" " " " " " " " " " " " " " " " " !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !(!( !( !( I n g e r s o n R d Edgewater Ave D e l l w o o d A v e Tiller La F e r n w o o d S t Carlton Dr F e r n w o o d S t N D u n l a p S t Ingerson Ct MH8-018 MH8-019 MH8-020 MH8-021 !(2017 Sewer Lining Manhole Project "2017 Sewer Lining Project !(Sanitary Manholes "Sanitary Pipe 0 200Feet¯Project Location2017 Sewer Lining ProjectArden Hills, MN D o c u m e n t P a t h : K : \ 0 3 4 5 5 - 0 0 0 \ G I S \ M a p s \ 2 0 1 7 S e w e r L i n e I n g e r s o n R d . m x d D a t e S a v e d : 8 / 7 / 2 0 1 7 2 : 1 3 : 5 1 P M 1 inch = 200 feet " " " " " " " " " " " "" " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " "" " " " " " " " " " " " " " " " " " " " " " " " "" " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !(!( !(!( !( !( !(!(!( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(!(!( !( !( !( !( !( !( !( !( !( !( Tiller La A r d e n P l A r d e n P l G l e n a r d e n R d N H a m l i n e A v e N H a m l i n e A v e I n g e r s o nRd Lam et t i La N S n e l l i n g A v e L a m e t t i C i r G l e n a r d e n C t S k i l e s L a G l e n a r d e n C t C a n n o n A v e R i d g e w o o d R d Cum mings La Bussard Ct S k i l e s L a F o r e s t L a MH8-114 MH8-115 MH9-029 MH9-028MH9-027 MH9-012 MH4-018 MH4-020 MH4-019 MH8-116 MH8-117 MH8-118 MH8-119 MH8-120 MH8-121 !(2017 Sewer Lining Manhole Project "2017 Sewer Lining Project !(Sanitary Manholes "Sanitary Pipe 0 300Feet¯Project Location2017 Sewer Lining ProjectArden Hills, MN D o c u m e n t P a t h : K : \ 0 3 4 5 5 - 0 0 0 \ G I S \ M a p s \ 2 0 1 7 S e w e r L i n e S n e l l i n g A v e . m x d D a t e S a v e d : 8 / 7 / 2 0 1 7 2 : 1 2 : 4 5 P M 1 inch = 300 feet " " "" " " " " " " " """ " " " " " " " " " " " " " " " " ") ") ") ") ")") ") ")")") ")")") ")") ")")") ") ") ") ")") ") ") ") ") ") ") ")")") ") ")") ") ") ") #* #* #*#* #* #* #* #* #* #* #*#* #* #*#* #* #* " ")") ") #* Valentine Lake Rd Parkshore Dr O l d H w y 1 0 V a l e n t i n e A v e V a l e n ti n e C t B ria r k n o ll D r O l d H w y 1 0 H w y B r u e b e r r y L a N S n e l l i n g A v e V a l e n t i n e C r e s t R d U S T H 1 0 U S T H 1 0 ISTH 694 ISTH 694 CB-874 CB-873 CB-229 68 #*2017 Storm Sewer Lining Outfalls ")2017 Storm Sewer Lining Catch Basin "2017 Storm Sewer Lining #*Outfalls ")Catch Basin "Stormwater Pipe 0 300Feet¯Project Location2017 Storm Sewer Lining ProjectArden Hills, MN D o c u m e n t P a t h : K : \ 0 3 4 5 5 - 0 0 0 \ G I S \ M a p s \ 2 0 1 7 S t o r m S e w e r L i n i n g . m x d D a t e S a v e d : 8 / 9 / 2 0 1 7 1 1 : 1 7 : 0 3 A M 1 inch = 300 feet CITY OF ARDEN HILLS COUNTY OF RAMSEY STATE OF MINNESOTA RESOLUTION NO. 2017-023 RESOLUTION APPROVING PLANS AND SPECIFICATIONS FOR THE 2017 SEWER LINING PROJECT WHEREAS, pursuant to Council approval on August 14, 2017, the Arden Hills Public Works Department has prepared plans and specifications for the 2017 Sewer Lining Project. NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF ARDEN HILLS MINNESOTA: 1. Such plans and specifications, a copy of which is attached hereto and made a part hereof, are hereby approved. 2. The City Clerk shall prepare and cause to be inserted in the official paper, and in Commerce and Finance, an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisement shall be published for 10 days, shall specify the work to be done, shall state that bids will be received by the clerk until 10:00 a.m. on September 7, 2017, at which time they will be publicly opened in the Council Chambers of the City Hall by the City Clerk and engineer, will then be tabulated, and will be considered by the Council at 7:00 p.m. on September 11, 2017, in the Council Chambers of the City Hall. Any bidder whose responsibility is questioned during consideration of the bid will be given an opportunity to address the Council on the issue of responsibility. No bids will be considered unless sealed and filed with the clerk and accompanied by a cash deposit, cashier’s check, bid bond or certified check payable to the clerk for five percent of the amount of such bid. ADOPTED BY THE CITY COUNCIL OF THE CITY OF ARDEN HILLS THIS 14th DAY OF AUGUST, 2017. _____________________________________ David Grant, Mayor ATTEST: ______________________________________ Julie Hanson, City Clerk