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11-08-2021
CITY COUNCIL MEETING November 08, 2021 7:00 PM Fridley Civic Campus, 7071 University Avenue N.E. The City of Fridley will not discriminate against or harass anyone in the admission or access to, or treatment, or employment in its services, program, or activities because of race, color, creed, religion, national origin, sex, disability, age, marital status, sexual orientation or status with regard to public assistance. Upon request, accommodation will be provided to allow individuals with disabilities to d any interpreter or other persons with disabilities who require auxiliary aids should contact Roberta Collins at (763) 572-3500. (TTD/763-572-3534). AGENDA CALL TO ORDER PLEDGE OF ALLEGIANCE PROCLAMATIONS/PRESENTATIONS 1.Proclamation for Nathan Brewer Day Saturday, November 13, 2021 APPROVAL OF PROPOSED CONSENT AGENDA APPROVAL OF MINUTES 2.Approve the Minutes from the City Council Meeting of October 25, 2021 3.Receive the Minutes from the Planning Commission Meeting of October 20, 2021 NEW BUSINESS 4.Resolution No. 2021-110, Approving a Sanitary Sewer and Water Services Agreement with the City of Mounds View for Belden River View 5.Resolution No. 2021-111, Receiving Feasibility Report and Calling for a Public Hearing for 2021 Street Rehabilitation Project No. ST2021-01 6.Resolution No. 2021-112, Approving Application to Enter Into Funding Agreement with the Department of Employment and Economic Development (DEED) for Grant Assistance for the Willows Bend Senior Housing Redevelopment, 6455 University Avenue N.E., Fridley, Minnesota, Anoka County CLAIMS 7.Resolution No. 2021-113, Approving Claims for the Period Ending November 3, 2021 2 City Council Meeting 11/8/2021 Agenda Page 2 ADOPTION OF REGULAR AGENDA OPEN FORUM, VISITORS: Consideration of Items not on Agenda 15 minutes. REGULAR AGENDA ITEMS NEW BUSINESS 8. Ordinance No. 1396, Amending the Fridley City Code Chapter 214, Signs (First Reading) 9. Ordinance No. 1397, Amending the Fridley City Code Chapter 11, Fees, Amending Fees Charged for Signs and/or Billboards (First Reading) 10. Resolution No. 2021-108, Approving the Redemption of Series 2010A General Obligation Utility Revenue Bonds, for the City of Fridley 11. Resolution No. 2021-109, Approving an Interfund Loan from the Community Investment (CI) Fund to the Utility Funds (Water, Sanitary Sewer and Storm Sewer) in the Amount of $1,120,000 INFORMAL STATUS REPORTS ADJOURN 3 Jufn!2/ AGENDA REPORT Meeting Date:November 8, 2021 Meeting Type:City Council Submitted By:Roberta Collins, Administrative Assistant to the City Manager Title Proclamation for Nathan Brewer DaySaturday, November 13, 2021 Background Saturday, November 13, 2021, has been designated Nathan Brewer Day in recognition of Nathan Championships held in Emporia, Kansas. Financial Impact Recommendation Staff recommends Council proclaim Saturday, November 13, 2021, as Nathan Brewer Day in the City of Fridley. Focus on Fridley Strategic Alignment Vibrant Neighborhoods &Places X Community Identity &Relationship Building Financial Stability & Commercial ProsperityPublic Safety & Environmental Stewardship Organizational Excellence Attachments and Other Resources Proclamation Nathan Brewer Day Vision Statement We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses. 4 Jufn!2/ _~r{p|px~} NATHAN BREWER DAY Saturday, November 13, 2021 WHEREAS,Nathan Brewer is 8 years old, lives in Fridley,and loves playing disc golf; WHEREAS,Nathan decided to enter the 8 and UnderDivisionof the 2021 PGDA Junior Disc Golf World Championships which were held July 7-10, 2021, in Emporia,Kansas; and WHEREAS,Nathan was sponsored by Blue Ribbon Pines Disc Golf Course and Innova Champion Discs,and enteredthe tournament after having previously played in seven tournaments in Minnesota, and winning five of them; and WHEREAS,despite heat, rain, winds, and playing a total of 72 holes on four different courses over four days, Nathan worked hard, persevered, and captured the8 and UndeWorld Championship Title; NOW THEREFORE, BE IT RESOLVED, thatin World Championship Title at the 2021 PDGA Junior Disc Golf World Championships, I, Scott J. Lund, Mayor of the City of Fridley,do hereby proclaim Saturday, November 13, 2021, to be NATHAN BREWER DAY in the City of Fridley,in recognition of winning the championship title,and congratulate him on his hard work and dedication in achieving this goal. IN WITNESS WHEREOF, I have set my hand and caused the seal of the City of th Fridley to be affixed this 8day of November, 2021. ___________________________________________ Scott J. Lund, Mayor 5 Jufn!3/ AGENDA REPORT Meeting Date:November 8, 2021 Meeting Type:City Council Submitted By:Roberta S. Collins, Assistant to the City Manager Title Approve the Minutes from the City Council Meeting of October 25, 2021 Background Attached are the minutes from the City Council meeting of October 25, 2021. Financial Impact None. Recommendation Approve the minutes from the City Council meeting of October 25, 2021. Focus on Fridley Strategic Alignment Vibrant Neighborhoods &PlacesCommunity Identity &Relationship Building Financial Stability & Commercial ProsperityPublic Safety & Environmental Stewardship X Organizational Excellence Attachments and Other Resources Minutes from the City Council Meeting of October 25, 2021. Vision Statement We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses. 6 Jufn!3/ CITY COUNCIL MEETING October 25, 2021 7:00 PM Fridley Civic Campus, 7071 University Avenue N.E. MINUTES CALL TO ORDER Mayor Lund called the City Council Meeting of October 25, 2021, to order at 7:00 p.m. PRESENT Mayor Scott Lund Councilmember Dave Ostwald Councilmember Tom Tillberry Councilmember Stephen Eggert Councilmember Ann Bolkcom Walter Wysopal, City Manager Jim Kosluchar, Public Works Director PLEDGE OF ALLEGIANCE APPROVAL OF PROPOSED CONSENT AGENDA Motion made by Councilmember Ostwaldto approve the Consent Agenda. Seconded by Councilmember Bolkcom. UPON A VOICE VOTE, ALL VOTING AYE, MAYOR LUND DECLARED THE MOTION CARRIED UNANIMOUSLY. APPROVAL OF MINUTES 1.Approve the Minutes from the City Council Meeting of October 11, 2021. NEW BUSINESS 2.Resolution No. 2021-99, Approving 2022 Agreement for Residential Recycling Program Grant with Anoka County. 3.Resolution No. 2021101, Approving a Joint Power Agreement Between Anoka County and the City of Fridley to Allocate Costs for Elections Expenses 4.Resolution No. 2021-102, Designating Precincts and Polling Locations for the 2022 Election Year 5.Resolution No. 2021-103, Approving Civic Campus Settlement Agreement with BKV Group, Wenck Associates, and McGough Construction 7 Jufn!3/ City Council Meeting 10/25/2021 Minutes Page 2 6.Resolution No. 2021-104, Approving Limited Use Permit with MnDOT for the University Avenue Trail Project. Mayor Lund asked why the trail is 10 Jim Kosluchar, Public Works Director, replied the development requires an is preferred because cyclists need more room, and we want to comply with modern standards where possible. Mayor rn standard. Mr. Kosluchar said that this will be an improvement for the City. 7. Resolution No. 2021-107, Approving Gifts, Donations and Sponsorships Received Between September 18, and October 15, 2021. CLAIMS 8. Resolution No. 2021-106, Approving Claims for the Period Ending October 20, 2021. LICENSES 9. Resolution No. 2021-105, Approving City Licenses. ADOPTION OF REGULAR AGENDA Motion made by Councilmember Tillberry to adopt the Agenda, Seconded by Councilmember Eggert. UPON A VOICE VOTE, ALL VOTING AYE, MAYOR LUND DECLARED THE MOTION CARRIED UNANIMOUSLY. OPEN FORUM, VISITORS: Consideration of Items not on Agenda 15 minutes. Alice Schwantez said she has been a Fridley resident for 5 years. She has a concern regarding the growing costs of trash disposal. She has been shopping around to other garbage companies and is not finding lower costs. She also shared she lives on the corner of University and I-694 and the roadways that surround her home are not very safe and make it difficult for her to get to and from her home especially during rush hour. Mayor Lund replied that Fridley has an open garbage collection and other cities have organized garbage collection. We tried to have organized garbage collection but that failed and was a hostile issue. People did not want the City to infringe on their rights and wanted the ability to hire their own contractor to collect trash. The City does have a contractor for recycling. Regarding the street issue, Fridley takes care of the local streets and the State and MnDOT takes care of the other streets. There are plans for rd enhancements for 53 which is in the area you were talking about. 8 Jufn!3/ City Council Meeting 10/25/2021 Minutes Page 3 Mr. Kosluchar said that project would establish a roundaboutnear the east Target entrance. Fridley and the City of Columbia Heights will share the project costs. This project has been moved to 2023 because we received additional funds to help with pedestrian traffic and transit. REGULAR AGENDA ITEMS 10.!Resolution No. 2021-100, Approving Change Order No. 1 (Final) for Village Green Basin Expansion Project No. 603-60-15-475 Jim Kosluchar, Public Works Director, stated the project is in Ward 1 just south of Mississippi Street th between University Avenue and 5 Street. The project is in the 2020-2024 Capital Investment Plan, scheduled for 2021. The project was awarded to New Look Contracting in December 2020. The development changed the natural storage that existed. Sedimentation has occurred over time. Work is substantially complete. At the direction of staff, the contractor was directed to provide additional work. Most of this additional work was anticipated to be required. Change Order #1 included removal of unsuitable soils, addition of sand, reseeding, outlet modification, additional tree and debris removal and installation of gardens for Village Green residents. The total additions were $34,253.51 or 12.5%. Funding from Village Green (Dominium) was $50,000, funding from Rice Creek Watershed District was $100,000, funding from Met Council was $100,000 and the Storm Water Fund was $60,000. Staff recommends the approval of Resolution No. 2021-100. The project will be closed out, and reimbursements requested. The project cleans up the area and will enhance flood protection in the vicinity of Village Green. Mayor Lund said he thought that the area was looking much better. He was concerned about the weeds and the property owners maintaining their area behind the garages. He would like to see maintenance happening there instead of weeds growing and saplings turning into trees. When it looks bad, that aids people to dump stuff there. Councilmember Eggert asked what the maintenance agreement was on this project. Mr. Kosluchar replied that Village Green is responsible for vegetation. Community Development and staff will work as a team with Village Green to come up with good results. Mayor Lund said it is up to the residents to maintain the area and the apartments are responsible to maintain the gardens. Councilmember Eggert asked who owned the pond. Dominium and share in the costs. Fridley contributes stormwater through that system. Councilmember Eggert said that Dominium is the new owner and has invested funds in the property. Someone has to watch these ponds and enforce maintenance on them. Mr. Kosluchar replied that private systems are inspected each year and we will continue to do that. We expect private entities to put investment into repair as needed. Wally Wysopal, City Manager, noted that code enforcement is not responsible to take care of the water and weed issues. The things Jim was talking about have more to do with staff needs and our ability to 9 Jufn!3/ City Council Meeting 10/25/2021 Minutes Page 4 go out and enforce this. Staff will monitor and hold property owners accountable before it gets to the issue that we had beforefunding in our staffing budget right now and are asking staff to do added work but will figure out how to make that happen. There are laws in place that hold the City accountable and create unfunded mandates. Councilmember Tillberry noted that this project did come in under budget. The original bid was $400,000 and the project came in $100,000 under budget. Mr. Wysopal said that change orders of this amount do not usually come to Council, but this has been an issue in the neighborhood and staff wanted Council to know what was done. Staff took a lot of heat from the neighborhood and this was a difficult project. Mayor Lund said he is glad the project is completed. Flooding has been an issue in the area, and this will help. Motion made by Councilmember Tillberry to adopt Resolution No. 2021-100, Approving Change Order No. 1 (Final) for Village Green Basin Expansion Project No. 603-60-15-475. Seconded by Councilmember Bolkcom. UPON A VOICE VOTE, ALL VOTING AYE, MAYOR LUND DECLARED THE MOTION CARRIED UNANIMOUSLY. INFORMAL STATUS REPORTS Mayor Lund said that Pumpkin Night in the Park was a success and advance tickets were sold out in a few days. Councilmember Eggert added that the event was on Channel 5 news. Councilmember Ostwald announced the Fire Department will be holding a Trunk or Treat event at Commons Park on October 30. ADJOURN Motion by Councilmember Ostwald to adjourn. Seconded by Councilmember Eggert. UPON A VOICE VOTE, ALL VOTING AYE, MAYOR LUND DECLARED THE MOTION CARRIED UNANIMOUSLY AND THE MEETING ADJOURNED AT 7:42 P.M. Respectfully Submitted, Krista Peterson Scott J. Lund Recording Secretary Mayor : Jufn!4/ AGENDA REPORT Meeting Date:November 8, 2021 Meeting Type:City Council Submitted By:Julie Beberg, Office Coordinator Title Receive the Minutes from the Planning Commission Meeting ofOctober 20, 2021 Background Attached are the Minutes from theOctober 20, 2021, Planning Commission Meeting. Financial Impact None Recommendation Staff recommended the City Council receive theOctober 20, 2021, Planning Commission Minutes. Focus on Fridley Strategic Alignment X Vibrant Neighborhoods &PlacesCommunity Identity &Relationship Building Financial Stability & Commercial ProsperityPublic Safety & Environmental Stewardship X Organizational Excellence Attachments and Other Resources October 20, 2021 Planning Commission Minutes Vision Statement We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses. 21 Jufn!4/ FRIDLEY PLANNING COMMISSION WEDNESDAYOCTOBER 20,2021 7:00 P.M. CALL TO ORDER Chairperson Hansen called the Planning Commission Meeting to order at 7:00 p.m. ROLL CALL PRESENT: Mike Heintz, Amy Dritz, Ryan Evanson, Mark Hansen, and Terry McClellan ABSENT: Ross Meisner and John Buyse II OTHERS PRESENT: Stacy Stromberg, Planning Manager Nancy Abts, Associate Planner David Ostwald APPROVE MINUTES JULY 21, 2021 Motion by Commissioner Evanson to approve the minutes. Seconded by Commissioner Heintz. UPON A VOICE VOTE, ALL VOTING AYE, CHAIRPERSON HANSEN DECLARED THE MOTION CARRIED UNANIMOUSLY. ACCEPTANCE OF MINUTES FROM OTHER COMMISSIONS JULY 21, 2021 Motion by Commissioner Evanson to approve the minutes. Seconded by Commissioner Dritz. UPON A VOICE VOTE, ALL VOTING AYE, CHAIRPERSON HANSEN DECLARED THE MOTION CARRIED UNANIMOUSLY. PUBLIC HEARINGS: 1. Consideration of a Text Amendment TA #21-4 to Repeal and Replace Chapter 214, Signs. Motion by Commissioner Heintz to open the public hearing. Seconded by Commissioner Evanson. UPON A VOICE VOTE, ALL VOTING AYE, CHAIRPERSON HANSEN DECLARED THE MOTION CARRIED UNANIMOUSLY AND THE PUBLIC HEARING WAS OPENED AT 7:01 P.M. 22 Jufn!4/ Fridley Planning Commission Meeting October 20, 2021 Page 2 of 7 Planning Manager Stacy Stromberg introduced Associate Planner Nancy Abts who joined the City in May. Associate Planner Nancy Abts stated that the purpose of this text amendment is to bring the sign code into compliance with recent decisions of the Supreme Court. She stated that this would remove content-based regulations, incorporate substitution clause allowing noncommercial speech on any sign where commercial speech is allowed, and some minor changes to the ordinance administration. She highlighted some of the key consideration and background which led to the Supreme Court finding. She provided additional information related to free speech within the first and fourteenth amendments. She stated that they would be moving from a content-based approach to a content- neutral approach, noting that staff worked with the City Attorney and discussed these issues in depth. She provided examples of area identification signs, real estate signs, and rummage/garage sale signs, reviewing the existing regulation compared to the proposed revision. Chairperson Hansen asked if this would apply to private property only or also public right- of-way. Ms. Abts stated that this ordinance would regulate signs on private property and City right- of-way. She stated that some signs are excluded from regulation, using the example of MnDOT speed signs within the right-of-way. Chairperson Hansen asked if this regulation would apply to a garage sale sign placed in the public right-of-way. Ms. Abts replied that if the sign is placed in the public right-of-way, it would be considered a nuisance and would need to be removed. She stated that code enforcement and the police remove obstructions within the right-of-way. Ms. Abts continued to review information on temporary commercial signs, temporary residential signs, residential window signs, obsolete sign copy, and noncommercial speech substitution reviewing the existing regulations and proposed revisions. She recommended holding the public hearing, that the Commission provide any input, and provide its recommendation to the City Council. Commissioner Heintz stated that in each neighborhood there are City neighborhood signs and asked if those would be impacted by these changes. 23 Jufn!4/ Fridley Planning Commission Meeting October 20, 2021 Page 3 of 7 Ms. Abts replied that those are neighborhood identification signs that the City has placed within the right-of-way and are considered allowed. They are separate from an area identification sign, such as the Pearson Craigway Estates sign. Commissioner Heintz used the example of a strip mall whose tenants may have special sales for a certain time of year. He asked if, as written, only one business would be allowed to put out a special sign. Ms. Abts confirmed that the ordinance is written to only allow one temporary sign. She stated that if each tenant wanted to have a sale at the same time, they would need to work that out. She stated that a comprehensive sign plan is required for multi-tenant spaces and therefore the individual leases would allocate how signs are allocated per tenant. Commissioner Heintz asked if one temporary sign could be allowed per tenant to provide equity and fairness. Ms. Abts stated that is a good question and consideration and would be a question of how the City wants to regulate. She stated that it would be a bigger question of aesthetics and the number of temporary signs people would want to see. She noted that window signs would be allowed for each of the tenants. She stated that there may be additional space available on the multi-tenant sign that could alert customers to sales or other messages. Commissioner McClellan asked who would approve temporary signage. Commissioner Heintz used the example of two businesses that put temporary signs out and asked how the decision would be made as to who needs to take their sign down. Ms. Abts replied that hopefully they would have permits and that would regulate by which party obtained the permit. She noted that a temporary sign would still require a permit and the application would require approval from the property owner. She stated that the first complete application would be approved. She noted that once the temporary sign permit expires, the second party could submit their application. Ms. Stromberg used the example of a multi-tenant building that had 17 tenants, and the existing code only allows six temporary permits per year, therefore not every business within that multi-tenant building could have a temporary sign within a one-year period. She stated that there were not many occasions where multiple businesses submitted requests for the say time period. She noted that there could be some flexibility but suggested that the allowed number per street frontage be specified to prevent overcrowding from signage. 24 Jufn!4/ Fridley Planning Commission Meeting October 20, 2021 Page 4 of 7 Commissioner Heintz agreed that he would not want to see 17 individual temporary signs for a space, but perhaps two or three as they could be spaced adequately. Ms. Stromberg stated that the existing regulation only allowed a business to have two temporary signs per year, while the revised regulation would not have a stipulation on the maximum number of temporary signs a business could request within one year as long as a permit is requested and obtained. Commissioner Heintz commented that there are times during the year when more than one tenant may desire temporary signage to denote a sale and therefore, he would support allowing more than one temporary sign for multi-tenant buildings. Chairperson Hansen stated that he would think that tenants would prefer to work together on signage rather than having sign after sign for each business. Commissioner Evanson commented that it could be a moot point as the signage allowance is most likely governed by the lease the tenant has with the owner of the multi-tenant building. He stated that the revisions would accommodate more signs that currently allowed. Chairperson Hansen stated that he believes that staff could use their judgement to allow perhaps two or three signs for a multi-tenant space. Commissioner Heintz agreed. Commissioner McClellan agreed with Commissioner Evanson that temporary signage is most likely regulated by the tenant’s lease. Ms. Abts stated that perhaps the allowance could be based on the square footage of street frontage for multi-tenant building. She stated that perhaps one temporary sign is allowed per 100 feet of street frontage. Commissioner Heintz stated that perhaps the language would allow for one sign if the frontage is under 100 feet and two signs if the frontage is above 100 feet. Ms. Stromberg stated that the Commission can make that recommendation if they would like to. Commissioner Heintz stated that he would prefer to specify the allowance rather than placing the burden on staff to make that determination. 25 Jufn!4/ Fridley Planning Commission Meeting October 20, 2021 Page 5 of 7 Chairperson Hansen stated that he would want to avoid cluttering of signs or obstruction of view in the right-of-way. He stated that he would accept a recommendation that would accommodate the circumstances, but also place a limit. Ms. Stromberg asked and received confirmation that the allowance would be specific to multi-tenant buildings. Commissioner Heintz asked who would decide truthfulness of messaging as it can differ based on the point of view of the person. Ms. Abts stated that she used very general language in her presentation and read the definition included related to obsolete sign copy. Commissioner Heintz asked if that would apply to a feeling about something. Ms. Abts stated that the regulation would apply to whether the use is within the building for a commercial use, using the example of a sign advertising the best burgers. She stated that in that example staff would only care if burgers were actually sold as the establishment. Chairperson Hansen commented that obscene language would continue to be prohibited. He stated that many of the signs would continue to not be allowed on public property or within public rights of way. Commissioner Heintz asked if school property is regulated. Ms. Stromberg stated that they are considered an institutional use and would be regulated under that portion of the ordinance. Chairperson Hansen welcomed any input from members of the public. No comments were made. Motion by Commissioner Evanson to close the public hearing. Seconded by Commissioner Heintz. UPON A VOICE VOTE, ALL VOTING AYE, CHAIRPERSON HANSEN DECLARED THE MOTION CARRIED UNANIMOUSLY AND THE PUBLIC HEARING WAS CLOSED AT 7:32 P.M. 26 Jufn!4/ Fridley Planning Commission Meeting October 20, 2021 Page 6 of 7 Commissioner Heintz stated that overall, the revisions provide clarity. He stated that he also does not want to handcuff businesses too much and that is why he made the suggestion to allow more than one temporary sign in a multi-tenant space based on street frontage. Commissioner Evanson stated that unless there were a lot of complaints previously, he did not see an issue and supported the recommendation from Commissioner Heintz. He stated that these revisions would ensure the City regulations comply with Supreme Court ruling. Chairperson Hansen also agreed that seems reasonable. Commissioner Evanson asked if that seems reasonable from the perspective of staff. Ms. Stromberg agreed that seems reasonable and noted that is allowed in similar suburbs. She stated that it would also be easy for staff to measure the business frontage on GIS mapping. MOTION by Commissioner Evanson approving the Text Amendment TA #21-04 to Repeal and Replace Chapter 214, Signs as proposed with the following recommendation be added to the code language: Commercial multi-tenant buildings with greater than 100 feet of street frontage shall be allowed to display up to two temporary signs at the same time. Seconded by Commissioner Heintz. UPON A VOICE VOTE, ALL VOTING AYE, CHAIRPERSON HANSEN DECLARED THE MOTION CARRIED UNANIMOUSLY. OTHER BUSINESS: 2. Approve the 2022 Planning Commission Meeting Dates Chairperson Hansen asked and received confirmation that these meetings dates would follow the practice for the Commission to meet on the third Wednesday of each month unless changed due to conflict. MOTION by Commissioner Evanson to approve the 2022 Planning Commission meeting dates. Seconded by Commissioner Dritz. 27 Jufn!4/ Fridley Planning Commission Meeting October 20, 2021 Page 7 of 7 UPON A VOICE VOTE, ALL VOTING AYE, CHAIRPERSON HANSEN DECLARED THE MOTION CARRIED UNANIMOUSLY. Ms. Stromberg reported that the Council did approve the reasonable accommodation ordinance as recommended by the Commission at its July meeting. She reported that the November Commission meeting has been canceled but anticipated that a December meeting would be held. She provided an update on recent development activity and construction progress. ADJOURN: Motion by Commissioner McClellanto adjourn the meeting. Seconded by Commissioner Evanson. UPON A VOICE VOTE, ALL VOTING AYE, CHAIRPERSON HANSEN DECLARED THE MOTION CARRIED UNANIMOUSLY AND THE MEETING ADJOURNED AT 7:44 P.M. Respectfully submitted, Amanda Staple Recording Secretary 28 Jufn!5/ AGENDA REPORT Meeting Date:November8, 2021 Meeting Type:City Council Submitted By:James Kosluchar, Public Works Director Title Resolution No. 2021-110,Approving a Sanitary Sewer and Water Services Agreement with the City of Mounds View for Belden River View Background In late 2020, the City of Fridley (City) was contacted to provide input on potential development in the City of Mounds View on the east side of Stinson Boulevard and south of Osborne Road. The reason the City was contacted was that the Mounds View has requested that the City provide water and sanitary sewer service to three parcels in the development, named Belden River View and including four parcels total. The reason that the City isrequested to provide utility services is that the City has existing utilities in Stinson Boulevard of sufficient capacity to serve these lots, and extension of these utilities by the Mounds View would otherwise be much more costly for the development. The City does have a few other utility customers in Mounds View and other cities where the properties were advantageous to serve with our utilities; these are billed at the same rates as Cityresidents. Vision Statement We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses. 29 Jufn!5/ Staff provided comments on the development, which included the requirement that a connection charge of $12,713.28 will be due for the three lots (Lot 2, Lot 3, and Lot 4) prior to approval of a utility permit. This charge is based on a deferred assessment for City utilities of $27.61 per foot (May 2003 cost) adjusted by the Consumer Price Index to $39.36 per foot (adjusted to January 2021 cost) with 323 feet of frontage. Individual lots would be allowed to be permitted at this rate for 18 months from the date of plat approval, each at one third of this total or $4,237.76. This resolution authorizes approval of the attached agreement to authorize the utility service for these lots. Upon approval, the agreement will be executed, and staff will work with Mounds View to ensure construction associated with these utility services conform to City standards, once the connection fees are collected from the developer. Financial Impact The proposed agreement approves the City of Fridley collection of utility connection fees and rates from the developer and future owners, allowing service extension costs to be recovered and further costs of ongoing utility services to be charged. Recommendation Staff recommends the approval of Resolution No. 2021-110. Focus on Fridley Strategic Alignment Vibrant Neighborhoods & Places Community Identity & Relationship Building x Financial Stability & Commercial Prosperity Public Safety & Environmental Stewardship Organizational Excellence Vision Statement We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses. 2: Jufn!5/ Attachments and Other Resources !Resolution No. 2021-110 !Sanitary Sewer and Water Services Agreement for Belden River View in the City of Mounds View, MN !Memo from Mounds View Community Development Director Vision Statement We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses. 31 Jufn!5/ Resolution No. 2021-110 Approving a Sanitary Sewer and Water Services Agreement for Belden River View in the City of Mounds View, Minnesota Whereas, the City of Fridley owns and operates a water utility and sanitary sewer utility that provides service for properties within its corporate boundaries, and Whereas, the City of Fridley does provide utility services to some properties outside its corporate boundaries where extension of utilities from another City is cost-prohibitive, and Whereas, due to the existing utilities the City of Fridley owns and operates along Stinson Boulevard, the City of Fridley has been requested by the City of Mounds View to provide sanitary sewer and water utilities to three lots in the proposed Belden River View Development, specifically Lots 2, 3, and 4 due to the cost associated with the City of Mounds View extending utilities to these lots, and Whereas, these properties in Belden River View; and Whereas, the City of Mounds View has agreed that the City of Fridley will charge connection fees for water and sanitary sewer service to each lot in an amount to recover costs associated with the original utility extension and further charge rates it established for water and sanitary sewer service and consumption. Now, therefore be it resolved, that the City Council of the City of Fridley hereby authorizes the execution of the attached Sanitary Sewer and Water Services Agreement for Belden River View in the City of Mounds View, MN as attached for the purposes described above. th Passed and adopted by the City Council of the City of Fridley this 8 day of November 2021. _______________________________________ Scott J. Lund Mayor Attest: Melisa Moore City Clerk 32 Jufn!5/ 33 Jufn!5/ 34 Jufn!5/ 35 Jufn!5/ 36 Jufn!5/ 37 Jufn!5/ 38 Jufn!5/ 39 Jufn!5/ November 3, 2021 Jim Kosluchar Public Works Director City of Fridley Jim.Kosluchar@FridleyMN.gov RE: Belden River View Jim, As a follow up to our conversation (Nov 3, 2021); 1.Belden River Viewis a subdivision from one lot, into four lots (one existing home). The project is locatedat 3032 County Road I (PID: 07-30-23-22-0029). This is on the Southeast corner of County Road I(Osborne Rd)& Spring Lake Road (Stinson Blvd). 2.The Final Plat of Belden River View was approved by the Mounds View City Council on June 14, 2021 (Resolution 9433). 3.The existing home;3032 County Road I(Lot 1), has a private welland municipal sewer(Mounds View). Lots 2, 3, and 4 will be served (sewer & water) by Fridley, similar to other homes onthe west side of Spring Lake Rd (Stinson Blvd). 4.The Development Agreement includes a Sanitary Sewer and Water Services Agreement(Exhibit D), and will be recorded concurrent with the plat. This Agreement must be signed by Mounds View, Fridley, and the Developer. 5.Pending an opinion/confirmation by the City Attorney, the Sewer and Water Agreement(or similar, drafted by the City Attorney) can be recordedon each lot, concurrentwith recording of the plat. 6.Further conversation/consideration is needed regarding the future abandonmentof the private well on Lot 1, and connection to Mounds View or Fridley municipal water, concurrentwith future (2023/2024)reconstruction of County Road I, and Spring Lake Rd (Stinson Blvd). If you have questions, please call me at (763) 717-4022, or Don Peterson at (763) 717-4051. Respectfully, Jon Sevald, AICP Community Development Director Cc:Don Peterson, Mounds View Public Works Director, don.peterson@moundsviewmn.org Scott Riggs, Mounds View City Attorney, sriggs@kennedy-Graven.com Andrew Biggerstaff, Fridley City Attorney, ABiggerstaff@Kennedy-Graven.com Kelly Wilson, Belden River, kelly@beldenriver.com City of Mounds View 2401 Mounds View Boulevard Mounds View, MN 55112 Page 1 of 1 3: Jufn!6/ AGENDA REPORT Meeting Date:November8, 2021 Meeting Type:City Council Submitted By:James Kosluchar, Public Works Director Brandon Brodhag, Civil Engineer Nic Schmidt, Civil Engineer Title Resolution No. 2021-111, Receiving Feasibility Report and Calling for a Public Hearing for 2021 Street Rehabilitation Project No. ST2021-01 Background On July 13, 2020, the City Council approved Resolution No. 2020-36directing preparation of a feasibility report for the 2021 Street Rehabilitation Project No. ST2021-01. The project is proposed for the Lakeview ththth neighborhood and the streets include 57Avenue, 58Avenue, 59Avenue, Carrie Lane, Helene Place, JacksonStreet, Madison Street, Marigold Terrace, Monroe Street,Quincy Streetand Washington Street. On September17, 2021, property owners and Councilmemberswere mailed notices to watch a virtual neighborhood information presentation and to learn more about the upcoming proposed street project. Due to COVID-19, staff decided against having the traditional open house and created the virtual presentation to avoid having any concerns with social distancing and safety. Staff mailed 247 noticesof the virtual open house presentation.. There are 162properties in the project area that would be subject to assessment under the proposed project. Highlights of the presentation included a project overview, construction impacts, anticipated schedule, assessment policy, projected assessments and payment schedule. A questionnaire was mailed with the notice to the property owners that were informed about the project requesting information and input on other project aspects, including construction impacts and utility services. Currently, 48 residents have viewed the presentation on the website, and 20questionnaires have been returned by residents. Staff were requested to meet onsite with property owners on two different occasions to discuss upcoming the street project and coordinate potential driveway work that will be contracted out by the property owner. Staff will continue to meet with residents that request onsite meetings.Staff noted the City would investigate and address concerns brought forward during the development of the feasibility report during design phases of the project. After the City Council resolution, staff resumed final preparation of the feasibility report. The attached feasibility report includes consideration for public comment and concern received through the surveys, emails, and telephone conversations to date. Please refer to the completed feasibility report, which concludes: Vision Statement We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses. 41 Jufn!6/ 1.!-Term Street Maintenance Program, and 2022-26 Capital Investment Program. 2.!The project is cost-effective, and will result in reduced maintenance requirements within the project area and a long-term savings to the City of Fridley. 3.!The project is feasible and is funded in the proposed FY2022 budget. Financial Impact Funding for this project is derived from several sources including Municipal State Aid street funding, special assessments, and Utility CIP funds (water, sanitary sewer, and storm sewer). Recommendation Staff recommends the approval of Resolution No. 2021-111. Focus on Fridley Strategic Alignment x Vibrant Neighborhoods & Places Community Identity & Relationship Building Financial Stability & Commercial Prosperity Public Safety & Environmental Stewardship Organizational Excellence Attachments and Other Resources !Resolution No. 2021-111 !Feasibility Report with Attachments Vision Statement We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses. 42 Jufn!6/ Resolution No. 2021-111 Receiving Report and Calling for Public Hearing on Improvements for the 2021 Street Rehabilitation Project No. ST2021-01 Whereas, pursuant to Resolution No. 2020-36 approved by the Fridley City Council on July 13, 2020, a Feasibility Report has been prepared by the City of Fridley Public Works Department with reference to the improvements listed in Exhibit A, and this report was received by the City Council on November 8, 2021, and WHEREAS, the report provides information regarding whether the proposed project is necessary, cost-effective, and feasible, Now therefore, be it resolved that the City Council of the City of Fridley receives the Feasibility Report for the 2021 Street Rehabilitation Project No. ST2021-01. Be it further resolved that the City Council will consider the improvement of such street 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 $937,500. Be it further resolved that a public hearing shall be held on such proposed improvement on the th 13 day of December 2021, in the Council Chambers of the Fridley City Hall at 7:00 p.m. and the clerk shall give mailed and published notice of such hearing and improvement as required by law. th Passed and adopted by the City Council of the City of Fridley this 8 day of November, 2021. _______________________________________ Scott J. Lund Mayor Attest: Melisa Moore City Clerk 43 Jufn!6/ CITY OF FRIDLEY, MINNESOTA PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION FEASIBILITY REPORT FOR 2021 STREET REHABILITATION PROJECT NO. ST2021-01 November2021 I hereby certify that this plan, specifications, or report was prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer with the laws of the State of Minnesota. ________________________Date: November 1, 2021 James P. Kosluchar, P.E. Registration No. 26460 1 44 Jufn!6/ TABLE OF CONTENTS Description Page No. INTRODUCTION………………………………………………………………………………. 3 STREET RESURFACING PLAN…………………………………………………………….. 4 BACKGROUND.............................................................................................................. 5 PROPOSED IMPROVEMENTS ...................................................................................... 5 Overview ............................................................................................................ 5 Pavement Resurfacing .................................................................................................. 6 Water Main Improvements ............................................................................................ 6 Sanitary Sewer and Storm Sewer Repairs .................................................................. 7 ESTIMATED COSTS...................................................................................................... 7 FUNDING SOURCES..................................................................................................... 7 Street Rehabilitation Funding ...................................................................................... 7 Sanitary Sewer and Storm Sewer Repairs .................................................................. 8 SUMMARY...................................................................................................................... 8 APPENDICES................................................................................................................. 9 FIGURE A PROJECT AREA MAP .................................................................. 10 FIGURE B OPINION OF PROBABLE COST................................................... 11 FIGURE C FUNDING SOURCES .................................................................... 1 FIGURE DPROJECT SCHEDULE ................................................................... 1 FIGURE ELIVING STREET WORKSHEET ..................................................... 1 2 45 Jufn!6/ INTRODUCTION The City of Fridleyhas an ongoing obligation to maintain its streets in an efficient manner, to provide a high level of service while maintaining a minimum budget. To enable the City to identifyimprovementsthat will provide for an efficient level of service and life-cycle cost, staff inspects and rates its pavements on a regular basis. The City also has developed a pavement improvement plan based on resurfacing pavement and base treatment with intermittent sealcoating. The goal is to provide maintenance improvements at scheduled intervals. For example: ActivitySchedule Initial ConstructionYear 0 Sealcoating Year 8 Sealcoating Year 16 ResurfacingYear 24 Sealcoating Year 32 Sealcoating Year 40 ReconstructionYear 48 This is an ideal and aggressive sequence for street maintenance. Note that the final reconstruction may be substituted with resurfacing activities if roadway base is in good condition, with the intent to extend road life for an additional cycle of 24 years. Due to the variability with budgets, road configurations, traffic patterns, condition of utilities, source of funds, other projects, etc., the basic schedule above varies and fluctuates for each roadway segment. As part of identifying the best candidate for this year’s pavement resurfacing project, City of Fridley Engineering Division staff works with Street Maintenance Division staff to develop the list of candidate projects. The factors considered are physical characteristics, budgetary factors, and other considerations are listedto assist in selection of a best candidate. The Engineering Division monitors existing pavements through semi-annual inspections. From this inspection information, the Engineering Division prepares a Street Resurfacing Plan consistent with the Street Capital Improvement Plan, which designates candidate street segments for construction, reconstruction, and rehabilitation. The City of Fridley also performs preventative surface maintenance (e.g. sealcoating), routine crack sealing and pothole patching maintenance. The amount of street maintenance on this segment is increasing annually due to the rapid deterioration of the existing pavements. The Engineering Division has prepared a Street Resurfacing Plan consistent with the Long-Term Street Maintenance Program, which designates candidate street segments for construction, reconstruction, and rehabilitation. The Plan identifies the areas within the city and the anticipated year for maintenance projects. Please refer to the following map summarizing the Long-Term Street Maintenance Program. 3 46 Jufn!6/ STREET RESURFACINGPLAN 2021-01 PROJECT 4 47 Jufn!6/ BACKGROUND The area is completelyresidentialproperties. The Lakeview neighborhood is generally th bordered by Medtronic Parkwayto the south, 7Streetto the west, Fridley High School to the north and West Moore Lake Driveto the east. Street segments selected for rehabilitation include: Street improvements, includingbituminous asphalt overlay and pavement reclamation, including the street segments as follows: TH 59 AVENUE from WEST MOORE LAKE DR to MONROE STREET MARIGOLD TERRACE from WEST MOORE LAKE DR to MONROE STREET THTH MONROE STREET from 59AVENUE to 58AVENUE TH 58 AVENUE from WEST MOORE LAKE DR to MADISON STREET THTH MADISON STREET from 58AVENUE to 57AVENUE TH QUINCY STREET from 58AVENUE to CARRIE LANE HELENE PLACEfrom QUINCY STREET to MADISON STREET TH JACKSON STREET from 58AVENUE to CARRIE LANE CARRIE LANE from JACKSON STREET to QUINCY STREET THTH 57 AVENUE from QUINCY STREET to 7 STREET THTH WASHINGTON STREET from 57PLACE to 58AVENUE THTH 59 AVENUE from JEFFERSON STREET TO 7 STREET See Figure A in the Appendix for a map of proposed street construction. The streets and underground utilities in the area were originally constructed in from mid- 1960s through the 1970s. These streets were last seal coated in 2005. Currently, the streets provide 2-way traffic with no shoulder striping. All roads in this area are low volume local streets and current traffic counts are not available. The record pavement thickness ranges from 1.5inchesto 3.5 inches. The underlying aggregate base thickness ranges from 2 inchesto 8 inchesof Class 5or4 inches of stabilizing base th oil/sand mix. The street widths range from 30feeton Quincy Street/59Avenueto 40 thth feet on 57Avenue/58Avenue/Carrie Lane/Jackson Street. PROPOSED IMPROVEMENTS Overview Street rehabilitation is funded through a typical combination of funding sources, including Minnesota State Aid System (MSAS) funding and special assessments. Due to Covid-19 and social distancing concerns, staff did not host a traditional in-person open house for the project. Instead, staff recorded a presentation highlighting project overview, construction impacts, anticipated schedule, draft budget, and estimated special assessments for proposed project. The presentation was uploaded to the project website and notifications were mailed out to residents and property owners in the 5 48 Jufn!6/ project area to visit the project website, view the presentation, and contact staff with any questions or concerns about the project that can be taken into consideration as the project evolves to final design. The length of all segments included in this residential project area is approximately 1.7 miles. The work will include pavement resurfacing, water main replacement, and storm sewer improvements including spot curb repair. In July 2020, Resolution No. 2020-36 was adopted by City Council to initiate the 2021 Street Rehabilitation Project No. ST2021-01. Pavement Resurfacing Rehabilitation of the streets will include asphalt reclaiming, asphalt paving, concrete curb repairs, and miscellaneous utility repairs. Damaged or settled concrete curbs will be replaced. Staff has conducted a Living Streets evaluation of the project area and will address the findings as feasible in the design of the project.The worksheet is included as Figure E of the appendices. Construction records indicate that all of the selectedstreets were found tohave an adequate combination of aggregate base and asphalt. Soils in the area include silty sand covering most of the project area (New Brighton formation), with Richfield formation gravelly sands along the western edge of the project area; these soilsgenerally provide for a stable and well-draining sub-base. Geotechnical soil exploration is beingperformed to verify existing conditions and identify any soil correction needed, however, soil maps and historic excavations have indicated silty-sand and dry groundwater conditions generally throughout the project area. Staff recommends standard local roadway pavement and base rehabilitation consisting of full depth reclamation and topped with 3”-3.5” of asphalt pavement. Water Main Improvements Water mainwork will include replacing approximately 605lineal feet (LF) of 6” watermain. Staff has identified the portion of water main within the corridor of Marigold Terrace between Monroe Street to West Moore Lake Drive to be replaced. One fire hydrant will be replaced within this project. This work will include replacement of the main and services, including installation of a new curb stop on the short side. The long side services will be coupled to the existing service at the junction of the new main. Water main break history is the determinant 6 49 Jufn!6/ factor that influenceswhich segments of main are replaced, along with soil type, presence of groundwater, and pipe material. Sanitary Sewer Repairs Sanitary sewer repairs will not be a part of the 2021-01project. No severe defectsthat required system reconstruction were identified with the sanitary sewer system in this project area. Castings on the sanitary sewer manholes will be either replaced or reset as a part of the paving. Staff will provide inspection service on resident laterals to identify severe root intrusion at the main connection. Property owners have been notified and may coordinate with the Sewer Division to complete a video inspection of the service line. Excavations to repair and clean service laterals with severe root intrusions are born by the property owner, per City Code. Storm Sewer Repairs Storm sewer repairs will include curb replacement and manhole/inlet adjustments and repairs. Catch basin and manhole structures are generally in good condition. Private Utility Work The project scope has been provided to private utilities to allow them to upgrade their facilities during the project. At this time, CenterPoint Energy has indicated they planto include replacement of the majority of gas main along the project route as part of this project. Other private utilities have not provided information on their need to upgrade or repair their facilities. ESTIMATED COSTS The project cost is estimated to be $937,500. This estimate includes 5% contingency and overhead costs relating to technical services, printing,publishing, permit fees, etc. All costs are preliminary but are expected to stay within the budgeted amount. Estimated costs of the project can be found on Figure Bof the Appendix. FUNDING SOURCES Costs for this project will be paid using Minnesota State Aid Systemfunding, utility enterprise funds, and special assessments.The street rehabilitation work is subject to special assessment; utility work is not proposed to be subject to special assessment. A preliminary project budget can be found in Figure C of the Appendix. Street Rehabilitation Funding The estimated cost of $670,000 for the City’s pavement rehabilitation will be funded using monies from special assessmentsand the City’s Minnesota State Aid System account. The City will assess adjacent residential properties in accordance with its major street maintenance policy for local streets. These assessments will provide approximately $486,000 based on the full project scope and is currently only included 7 4: Jufn!6/ for the proposed rehabilitatedstreet segments. The following assessments are based on past history as applied by Council policiesfor Low Density Residential (single family, duplex). Using these past methods of calculating assessments, and considering our preliminary project budget, staff has estimated assessment of approximately $3,000 per unit for Low Density Residential properties. The remaining balance of approximately $184,000 for local street resurfacing will be reimbursed from the City’s Minnesota State Aid System account. Water Main Improvements The estimated cost of $197,500 for upgrading the water main distribution system will be funded using monies from the Water Utility Fund. In 2022, $200,000 in funding is identified with in the CIP as a capital expenditure.Note the estimated construction costs are above the available utility budget. However, an alternate pipe material will be pursued at the time of bidding. The alternate bid item will provide flexibility prior to beginning construction to ensure replacement costs are within budget. Sanitary Sewer Repairs The estimated cost of $11,000for maintaining the sanitary sewer collection system will be funded using monies from the Sewer Fund. In 2022, $25,000 in funding is identified with in the CIP as a capital expenditure. Storm Sewer Repairs The estimated cost of $59,000 for storm sewer improvements will be funded using monies from the Storm Water Fund. In 2022, $60,000 in funding is identified with in the CIP as a capital expenditure. CONSTRUCTION Construction sequencing will include consideration of access for all properties. A minor exception will be immediately after asphalt has been constructed, which is most likely to occur on weekday daytime hours. On residential street segments the project will be phased so that access is preserved. Similarly, minor disruptions to utility services may occur during the project but this will be limited to several hours at most. In order to provide the best access and eliminate conflicts between contractors the projectisproposed to start in Mayand conclude bySeptember. SUMMARY The work proposed for ST2021-01Street Rehabilitation project is consistent withthe City of Fridley’s Long-Term Street Maintenance Program, 2022-2026Capital Investment Program, and can be fully funded by its 2022 Budget. The project is cost effective, necessary, and feasible from an engineering standpoint as described in this report. The Engineering Department recommends that the City Council approve this project as presented. 8 51 Jufn!6/ FIGURE APROJECT AREA MAP 10 53 Jufn!6/ CITY OF FRIDLEY - 2021 STREET REHABILITATION PROJECT ENGINEER'S ESTIMATE OF PROBABLE COST: PROJECT NO. ST2021-01 DATE: 11/1/2021 ITEM NO.MnDOT NO. DESCRIPTION UNIT EST. QTYUNIT COSTEXTENDED COST SCHEDULE A - STREETS 12021.501MOBILIZATIONLUMP SUM0.75$ 60,000.00 $ 45,000.00 22104.503SAWING BITUMINOUS PAVEMENT (FULL DEPTH)LIN FT275$ 3.75 $ 1,031.25 32105.507COMMON EXCAVATION (P) (EXCESS RECLAIM)CU YD3,360$ 8.00 $ 26,880.00 42112.519SUBGRADE PREPARATION (P)ROAD STA86.0$ 300.00 $ 25,800.00 52215.504FULL DEPTH RECLAMATION (8")(P)SQ YD34,530$ 1.50 $ 51,795.00 62331.603BITUMINOUS JOINT SAW & SEALLIN FT7,500$ 2.50$ 18,750.00 72357.506BITUMINOUS MATERIAL FOR TACK COATGAL2,075$ 2.85$ 5,913.75 82360.509TYPE SP 9.5 WEARING COURSE MIX (3,C)TON2,850$ 70.00$ 199,500.00 92360.509TYPE SP 12.5 NON WEARING COURSE MIX (3,C)TON3,800$ 67.00 $ 254,600.00 102563.601TRAFFIC CONTROLLUMP SUM0.90$ 10,000.00 $ 9,000.00 SUBTOTAL:$ 638,270.00 5% ENG/ADMIN:$ 31,913.50 SCHEDULE A - STREETS TOTAL:$ 670,183.50 SCHEDULE B - SANITARY SEWER 12021.501MOBILIZATIONLUMP SUM0.02$ 60,000.00$ 1,200.00 22506.502ADJUST EXISTING FRAME AND RING CASTING (SANITARY)EACH23$ 400.00$ 9,200.00 SUBTOTAL:$ 10,400.00 5% ENG/ADMIN:$ 520.00 SCHEDULE B - SANITARY SEWER TOTAL:$ 10,920.00 SCHEDULE C - STORM SEWER 12021.501MOBILIZATIONLUMP SUM0.05$ 60,000.00 $ 3,000.00 22104.503REMOVE CONCRETE CURB & GUTTERLIN FT1,700$ 5.00 $ 8,500.00 32123.61STREET SWEEPER (WITH PICKUP BROOM)HOUR25$ 150.00 $ 3,750.00 42506.502ADJUST EXISTING FRAME AND RING CASTING (STORM)EACH4$ 400.00 $ 1,600.00 52531.503CONCRETE CURB & GUTTER DESIGN B618LIN FT1,700$ 20.00 $ 34,000.00 62573.502STORM DRAIN INLET PROTECTIONEACH36$ 150.00 $ 5,400.00 SUBTOTAL:$ 56,250.00 5% ENG/ADMIN:$ 2,812.50 SCHEDULE C - STORM SEWER TOTAL:$ 59,062.50 54 Jufn!6/ CITY OF FRIDLEY - 2021 STREET REHABILITATION PROJECT ENGINEER'S ESTIMATE OF PROBABLE COST: PROJECT NO. ST2021-01 DATE: 11/1/2021 ITEM NO.MnDOT NO. DESCRIPTION UNIT EST. QTYUNIT COSTEXTENDED COST SCHEDULE D - WATER 12021.501MOBILIZATIONLS0.18$ 60,000.00 $ 10,800.00 22104.502REMOVE GATE VALVE AND BOXEA1$ 425.00 $ 425.00 32104.502REMOVE HYDRANT AND GATE VALVEEA1$ 1,000.00 $ 1,000.00 42104.502REMOVE CURB STOP & BOXEA7$ 350.00 $ 2,450.00 52104.503REMOVE WATERMAINLF605$ 5.00 $ 3,025.00 62104.503REMOVE WATER SERVICE PIPELF200$ 3.00$ 600.00 72104.503REMOVE CONCRETE CURB & GUTTERLF550$ 10.00$ 5,500.00 82104.504REMOVE BITUMINOUS DRIVEWAY PAVEMENTSY20$ 8.00$ 160.00 92104.504REMOVE CONCRETE DRIVEWAY PAVEMENTSY44$ 22.00 $ 968.00 102104.504REMOVE CONCRETE PAVEMENTSY4$ 22.00 $ 88.00 11 2360.6043" BITUMINOUS DRIVEWAY W/6" CLASS 5 AGGREGATESY20$ 50.00 $ 1,000.00 122503.603REPAIR SEWER PIPE (SANITARY SEWER LATERAL)LF30$ 65.00 $ 1,950.00 132504.601TEMPORARY WATER SERVICELS1$ 20,000.00 $ 20,000.00 142504.602CONNECT TO EXISTING WATERMAIN (INCLUDES EXCAVATION PIT)EA2$ 2,000.00 $ 4,000.00 152504.602CONNECT TO EXISTING WATER SERVICE (INCLUDES EXCAVATION PIT)EA14$ 300.00$ 4,200.00 162504.6021" CORPORATION STOPEA14$ 1,000.00$ 14,000.00 172504.6021" CURB STOP & BOXEA7$ 500.00 $ 3,500.00 182504.6026" GATE VALVE & BOXEA2$ 2,000.00 $ 4,000.00 192504.602ADJUST GATE VALVE & BOX (WATER)EA2$ 850.00 $ 1,700.00 202504.602HYDRANT WITH 6" GATE VALVE ASSEMBLYEA1$ 7,500.00 $ 7,500.00 212504.6036" WATERMAIN DUCTILE IRON CL 52 (OPEN CUT INSTALLATION)LF605$ 80.00 $ 48,400.00 222504.6031" WATER SERVICE (TYPE K COPPER)LF200$ 65.00 $ 13,000.00 232504.608FITTINGSLB122$ 14.00 $ 1,708.00 242521.5184" CONCRETE WALKSF30$ 20.00 $ 600.00 252531.503CONCRETE CURB & GUTTER DESIGN B618LF550$ 25.00 $ 13,750.00 262531.5046" CONCRETE DRIVEWAY PAVEMENTSY44$ 100.00 $ 4,400.00 272540.602REMOVAL, TEMPORARY INSTALLATION & REINSTALLATION OF MAILBOXESLS1$ 15,000.00 $ 15,000.00 282563.601TRAFFIC CONTROLLS0.10$ 10,000.00 $ 1,000.00 282574.507COMMON TOPSOIL BORROWCY46.00$ 40.00 $ 1,840.00 292574.508FERTILIZER TYPE 3LB26$ 1.00 $ 26.00 302575.505SEEDINGACRE0$ 2,000.00 $ 180.00 312575.508SEED MIXTURE 25-151LB16.00$ 5.00 $ 80.00 322575.508EROSION CONTROL BLANKET CAT. 3NSY420$ 2.50 $ 1,050.00 SUBTOTAL:$ 187,900.00 5% ENG/ADMIN:$ 9,395.00 SCHEDULE D - WATER TOTAL:$ 197,295.00 GRAND TOTAL (A+B+C+D):$ 937,461.00 55 Jufn!6/ Figure C - Funding Sources 11/1/2021 ST2021-01 Street Rehabilitation Project JPK / BJB / NRS Estimated Construction2022 Budgeted No.DescriptionAmountAmount 1Special Assessments*$486,000.00$380,000.00 2Water Fund$197,500.00$200,000.00 3Sanitary Sewer Fund$11,000.00$25,000.00 4Storm Water Fund$59,000.00$60,000.00 5MSA Funding$184,000.00$300,000.00 Grand Total$937,500.00$965,000.00 Special Assessment Breakdown Assessments LDR Single Family162x$ 3,000.00=$486,000.00 Non-LDR Commercial 0x$ 40.00=$0.00 LDR Total$486,000.00 Assessment Grand Total$486,000.00 *Note that Special Assessments amounts are a calculated need for Estimated Amount, based on the project estimate, and the Budgeted Amount is calculated based on the project scope and property information. 56 Jufn!6/ Figure D – Project Schedule ST2021-01Street Rehabilitation Project The tentativeschedule for this project is as follows: PRELIMINARY ACTIVITIES Virtual Project Presentation:Sept/October2021 Preliminary Assessment Hearing: December 13, 2021 DESIGN AND SUBMITTALS Agency Submittals Complete: February 2022 Design Completed:February2022 LETTING, AWARD, AND CONSTRUCTION Resolution Advertising for Bids:February2022 First Advertisement for Bids: February2022 Bid Letting: February2022 Contract Award:March2022 Begin Construction (earliest):May2022 Complete Construction (deadline): September2022 FINAL ACTIVITIES Final Assessment Hearing: October 2022 Certified Assessment Roll Complete:November 2022 Note: subsequent activities may be influenced by changes in schedule of previous activities. 13 57 Jufn!6/ FIGURE E - Living Streets Worksheet Project Narrative 1) Project Information: 2021 Street project in Lakeview Neighborhood (Streets north of Medtronic Parkway, th south of High School, west of West Moore Lake Dr, and east of 7St) 2) Roadway Jurisdiction: City of Fridley 3) Project Name: 2021 Street Project 4) Project Start Point: See attached map 5) Project End Point: See attached map 6) Project Manager: Brandon Brodhag 7) Is the project area, or streets it intersects, referenced in any of the following plans: City’s Active Transportation Plan Anoka County’s Comprehensive Plan Safe Routes to School Plan (Hayes, North Park, Stevenson, Fridley Middle) Roadway Corridor Study (ex: East River Road corridor study, TH 47/65 corridor study) Transit Overlay District Emerald Ash Borer Mitigation Plan Fridley Parks Master Plan (under development) Moore Lake SRA 8) If so, how does the plan reference Living Street components within the project area or streets it intersects? th A trail is planned on the eastside of 7Street. Three trees from Emerald Ash Borer Mitigation Plan to be removed and replaced. The Little League Field will be included in the Fridley Parks Master Plan. The work needed has not been identified. th A hydrodynamic device was recommended for the intersection of 58 Avenue and W th Moore Lake Dr, a hydrodynamic device was recommended for the intersection of 59 Avenue and W Moore Lake Dr, and raingardens were recommended at strategic locations, Existing Conditions 9) Describe existing and projected modal volumes, if available: Volumes Existing Projected (Year) Average Daily Traffic 200 -700 200 -700 14 58 Jufn!6/ Pedestrian CountsNot available, light volumesNot available, light volumes Bicycle Counts Not available, light volumesNot available, light volumes Truck VolumesResidential Standard (3%)Residential Standard (3%) Transit Volumes None None Speed Conditions 30 mph statutory 30 mph statutory 10) Detail crash data, if available, and known conflict locations: a. Do crashes tend to be between certain modes? No significant crash areas reported or apparent. b. Are there known conflict points between specific modes? No known conflicts between modes. 11) Who are the users of the project area and through what mode do they travel? Local residents traveling to and from home by car and on foot/bike; players to Little League field traveling primarily by car. 12) How does the existing area accommodate different modes travelling north-south and/or east-west? Are additional routes needed? Within the project area, the roadways are shared between all uses. There are no streets that provide a through north-south connection within the project th area. The West Moore Lake Trail and the planned 7Street trail, immediately adjacent to the project area, provide through north-south alternative transportation routes. There are no streets that provide a through east-west connection for cars within the th project area. An asphalt trail off of 59Avenue between Little League Field and Fridley th High School provides a connection between the West Moore Lake Trail and 7 Street. The Medtronic Parkway Trail also provides a connection between the West Moore Lake th Trail and 7Street, access to the Medtronic Trail is provided from the project area via a sidewalk on Carrie Lane. No additional routes are needed. Trail north of LLF deposits people in local road; however, it is low traffic and does not warrant a sidewalk. Asphalt trail north of Little League Field and on Medtronic Parkway are high priorities for maintenance. 13) Are there any problematic or dangerous pedestrian crossings in the area? How can those crossings be addressed? If so, do they comply with the Local Road Research Board Uncontrolled Pedestrian Crosswalk Reference Guide? No 14) Describe any public transit facilities along the project area: None 15) Describe any significant destinations along the routes or for which the project area is a connector (schools, parks, libraries, Civic Campus, commercial corridors): Fridley High School and Little League Fields 16) Are there areas of identified speeding or other dangerous driving? How can these areas be addressed? 15 59 Jufn!6/ 17)Describe any barriers to pedestrian/bicyclist movement in the project area. How can these barriers be addressed? Trail north of LLF deposits people in local road; however, it is low traffic that does not warrant a sidewalk based on the Active Transportation Plan. 18) Are there known water quality or quantity concern in the project area or downstream of the project area? The Mississippi River has a TMDL for bacteria. Water is pooling for extended length of time in Marigold Terrace raingarden. 19) How does the existing area manage stormwater? How can stormwater management be improved? Primarily through the stormsewer system to the Mississippi River. A curb-cut is provided in the Little League field, although it is overgrown. There is a large raingarden that drains W Moore Lake Drive at the end of Marigold Terrace that does not properly drain. The curb cut in the Little League swale can be paved to a concrete flume. The raingarden at Marigold Terrace should be treated with a four foot soil auger, underdrain installed, and replanted. th Carrie Ln was evaluated for curbcuts, but not appropriate elevation. 57 Avenue candidate for bumpout stormwater treatment. 20) Describe the existing landscaping. Any opportunities for enhanced vegetation or water conservation? Little League Field recently had large scale tree planting, no other opportunities for tree planting outside of rights-of-way adjacent to private yards. Landscaping in Marigold Terrace raingarden needs to be redone due to plant loss from sustained high-water conditions. Three ash trees in the project area should be removed and replaced. Offer 1 oz bags of clover to residents to provide pollinator forage Let residents know of water efficiency grant, private EAB program, clover 21) Mark any Living Streets components exist in the project and on streets that it intersects? ___X__ Trails, sidewalks, and on-street, striped bike lanes _____ Median islands _____ Accessible pedestrian signals ___?__ Curb extensions/bump outs _____ Narrower travel lanes/road diets _____ Speed limits and other traffic calming improvements _____ Safe crossing facilities, including pavement markings _____ Safe and effective lighting _____ Diverse tree plantings ___X__Stormwater management _____ Pollinator-friendly/water efficient landscaping _____ Bike racks _____ Benches _____ Water fountains _____ Waste receptacles _____ Public art 16 5: Jufn!6/ _____ Other components as determined based on latest and best “Living Streets” standards 22)Are there any areas that are “under-lit”? There are a number of segments between street lights that are near to the standard limit. thth Spacing of street lights on 57Avenue from 7 Street to Quincy Street exceeds the standard limit, and opportunities for additional street lighting will be sought. 23) Describe any user needs/challenges along the project corridor that you have observed or been informed of: Proposed Conditions: 1) What public engagement has been done or is planned related to Living Streets components? Comments received through Polco/Social Pinpoint identified that LLF trail needs to be repaved and Medtronic Path is in unsuitable condition to public. 2) What modes does the proposed facility accommodate? No separation of modes is contemplated with this project. 3) How does the proposed facility accommodate different modes north-south and/or east- west? This neighborhood is not part of a through route planned for alternate modes. The project will not add accommodation for alternate modes. 4) How does the proposed facility assist different modes in reaching significant destinations? Alternate modes are accommodated with current shared-use of the street. 5) Does the proposed landscaping enhance the urban forest or promote pollinator habitat/water-efficient landscaping? No specific enhancements planned with the project, other than those that are incorporated into water quality areas. 6) Does the proposed project improve any identified water quality or quantity concerns within or downstream of the project area? Raingardens are to be included. Possible curb extension swales may be added in conjunction with speed reduction measures. 7) Does the proposed project remediate any design challenges that prevent pedestrian/bicyclist movement? No 8) Provide an alternative cross section that was considered, list trade-offs associated with alternative cross-section: 9) If Living Streets components are not included, mark and explain which exception under the Living Streets policy is the motivation to not include the components: _____ The project involves a transportation system on which certain modes and users are prohibited either by law or significant safety reasons. 17 61 Jufn!6/ _____ The street jurisdiction (Anoka County of the State of Minnesota for non-city streets) refuses suggested plans. ___X__ The cost of accommodation is excessively disproportionate to the need or probable use. _____ The corridor has severe topographic, environmental, historic or natural resource constraints. ___X__ There is a well-documented absence of current and future need. _____ Other exceptions are allowed when recommended by the Public Works, Building & Community Standards, Parks and Recreation, and Police and Fire departments, and approved by the City Council. 18 62 Jufn!7/ AGENDA REPORT Meeting Date:November 8, 2021 Meeting Type:City Council Submitted By:Scott Hickok, Community Development Director Title Resolution No. 2021-112, Approving Application to Enter Into Funding Agreement with the Department of Employment and Economic Development (DEED) for Grant Assistance for the Willows Bend Senior Housing Redevelopment, 6455 University Avenue N.E., Fridley, Minnesota, Anoka County Background Steve DunbarofWillow through the Minnesota DEED's "Contamination Cleanup" grant program. DEED requires the local unit of government administer the grant. This application is seeking $91,000 to assist insoil cleanup and vapor mitigation expenses resulting from closing on the property, the Minnesota Pollution Control Agencyrequired the developer to conduct additional soil borings. Two borings(shown in red), on the west side of the old City Hall site, had higher levels of Tetrachloroethene than the State permits for residential properties. The solution is an expensive vapor barrier and mitigation system. The developer will contribute $30,546 to the project cost. DEED requires a 25% match for a Grant of this type. Vision Statement We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses. 63 Jufn!7/ ! DEED's Contamination Cleanup program assists with contamination investigations and cleanup of contamination in accordance with a MPCA approved Response Action Plan (RAP). This program provides funding to sites that will be/are being redeveloped in the very near future and its goal is to clean up contamination. Financial Impact The City will administer the grant by distributing grant money when the developer hits particular benchmarks. There will be no cash contrition from the City. Recommendation Staff recommend approval of Resolution No. 2021-112. ! Focus on Fridley Strategic Alignment Vibrant Neighborhoods & Places Community Identity & Relationship Building Financial Stability & Commercial Prosperity X Public Safety & Environmental Stewardship Organizational Excellence Attachments and Other Resources !Resolution No. 2021-112 !Resolution No. 2021-112 Certification !Conflict of Interest Disclosure Form !Response Action Plan !Approval of Response Action Plan !Vapor Sampling Locations !Soil Vapor Analytical Results Vision Statement We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses. 64 Jufn!7/ Resolution No. 2021-112 Approving Application to Enter Into Funding Agreement with the Department of Employment and Economic Development (DEED) for Grant Assistance for the Willows Bend Senior Housing Redevelopment, 6455 University Avenue N.E., Fridley, Minnesota, Anoka County Whereas, the Housing and Redevelopment Authority (HRA) in and for the City of Fridley (City) act as the legal sponsor for project contained in the Contamination Cleanup Grant Program to submitted on August 1, 2018, and that Assistant Executive Director is hereby authorized to apply to the Department of Employment and Economic Development for funding of this project on behalf of the City; and Whereas, the City has the legal authority to apply for financial assistance, and the institutional, managerial, and financial capability to ensure adequate project administration; and Whereas, the sources and amounts of the local match identified in the application are committed to the project identified; and Whereas, the City has not violated any Federal, State, or local laws pertaining to fraud, bribery, graft, kickbacks, collusion, conflict of interest or other unlawful or corrupt practice. Now, therefore be it resolved, that upon approval of its application by the state, the HRA may enter into an agreement with the State of Minnesota for the above referenced project(s), and that the City certifies that it will comply with all applicable laws and regulation as stated in all contract agreements. Be it further resolved, that the Mayor and the City Clerk, are hereby authorized to execute such agreements as are necessary to implement the project on behalf of the applicant. th Passed and adopted by the City Council of the City of Fridley this 8 day of November, 2021. _______________________________________ Scott J. Lund Mayor Attest: Melissa Moore City Clerk 65 Jufn!7/ STATE OF MINNESOTA } COUNTY OF ANOKA } § CITY OF FRIDLEY } I, Melissa Moore, the undersigned, being the duly qualified City Clerk of the City of Fridley, Minnesota, do hereby certify that I have carefully compared the Resolution attached hereto, adopted by the City of Fridley at said meeting on November 8, 2021 with the original record thereof on file in my office, and the same is a full, true and complete transcript therefrom insofar as the same relates to: Resolution No. 2021-112 Approving Application to Enter Into Funding Agreement with the Department of Employment and Economic Development (DEED) for Grant Assistance for the Willows Bend Senior Housing Redevelopment, 6455 University Avenue N.E., Fridley, Minnesota, Anoka County I, Melissa Moore, the undersigned, being the duly qualified City Clerk of the City of Fridley, Minnesota, do hereby certify that the City of Fridley has approved the Contamination Cleanup grant application submitted to the Department of Employment and Economic Development (DEED) on November 8,2021, by City of Fridley for the Willows Bend site. th Witness my hand as City Clerk of the City of Fridley and the seal of the City, this 8 day of November, 2021. (SEAL) _________________________________ Melissa Moore City Clerk of the City of Fridley 66 Jufn!7/ LLL͵ /ƚƓŅƌźĭƷ ƚŅ LƓƷĻƩĻƭƷ 5źƭĭƌƚƭǒƩĻ CƚƩƒ This form gives applicants and grantees an opportunity to disclose any actual or potential conflicts of interest that may exist when receiving a grant. It is the applicant/ Grants Management (OGM) Grants Policy 08-01 Conflict of Interest Policy for State Grant-Making effective date 1/1/21 and to disclose any conflicts of interest accordingly. All grant applicants must complete and sign a conflict of interest disclosure form. I or my grant organization do NOT have an ACTUAL or POTENTIAL conflict of interest. If at any time after submission of this form, I or my grant organization discover any conflict of interest(s), I or my grant organization will disclose that conflict immediately to the appropriate agency or grant program personnel. I or my grant organization have an ACTUAL or POTENTIAL conflict of interest. (tƌĻğƭĻ ķĻƭĭƩźĬĻ ĬĻƌƚǞ): If at any time after submission of this form, I or my grant organization discover any additional conflict of interest(s), I or my grant organization will disclose that conflict immediately to the appropriate agency or grant program personnel. Printed name: Click or tap here to enter text. Signature:_________________________________ Organization: Click or tap here to enter text. Date: Click or tap here to enter text. ! 67 Jufn!7/ Response Action Plan-Addendum Willows Bend Senior Living 6431 University Avenue Northeast Fridley, Minnesota MPCA: #BF0001383 Prepared for: Willows Bend Senior Living LLC April 2, 2021 Project B1901411.02 Braun Intertec Corporation 68 Jufn!7/ Braun Intertec Corporationp Phone: 952.995.2000 11001 Hampshire Avenue SpFax: 952.995.2020 Minneapolis, MN 55438Web: braunintertec.com April2, 2021Project B1901411.02 Ms. Stacey Hendry-VanPatten Minnesota Pollution Control Agency 520 Lafayette RoadNorth St. Paul, MN 55155 Re:RAP Addendum #1 Willows Bend Senior Living 6431 University Avenue Northeast Fridley, Minnesota MPCA: # BF0001383 Dear Ms.Hendry-VanPatten: On behalf of Willows Bend Senior Living LLC, Braun Intertec Corporation has prepared the attached Response Action Plan Addendum #1 (RAPAddendum #1)for the above-referenced site (Site), whichis beingsubmitted to the Minnesota Pollution Control Agency (MPCA) for review and approval. This RAP Addendum #1 includes a brief summary of the project background, provides a description of the soil vapor intrusion mitigation systems which areproposed for installation beneath the Site buildings, and describes proposed post-mitigation diagnostictesting and confirmation sampling.Asrequested,this RAP Addendum #1 also includesa discussion of the plannedstormwater features and how the features may or may not impact site conditions related to previously identified contamination. If you have any questions, please contact Mark Keefer at 952.995.2493. Sincerely, BRAUN INTERTEC CORPORATION Mark D.Keefer, PG DƩƚǒƦ ağƓğŭĻƩΑ{ĻƓźƚƩ DĻƚƌƚŭźƭƷ Attachment:Response Action Plan C: Mr. Steven Dunbar, Willows Bend Senior Living LLC. AA/EOE 69 Jufn!7/ Table of Contents Description Page A. Introduction ...................................................................................................................................... 1 B. Background ....................................................................................................................................... 1 B.1. Site Location and Description .............................................................................................. 1 B.2. Additional Soil Vapor Sampling ........................................................................................... 1 C. Soil Vapor Response Action Plan ...................................................................................................... 2 D.1 Site Conceptual Model ........................................................................................................ 2 D.2 Potential Receptors and Exposure Pathways ...................................................................... 2 D.3 Response Action Objectives and Cleanup Standards .......................................................... 2 D.4 Proposed Response Actions ................................................................................................ 3 D.4.b. Vapor Mitigation System Design ............................................................................ 3 D.4.c. Post-Mitigation Diagnostic Testing ........................................................................ 4 D.4.d. Post-Mitigation Confirmation Sampling ................................................................. 4 D.4.f. Institutional Controls .............................................................................................. 5 D. Reporting .......................................................................................................................................... 5 E. Proposed Stormwater Features ....................................................................................................... 5 F. Standard of Care ............................................................................................................................... 5 Figures 1: Site Location Map 2: Vapor Sampling Locations 3: Extent of Residual Petroleum Impacts Tables 1: Soil Vapor Analytical Results Appendices A: Preliminary Soil Vapor System Design B: Analytical Laboratory Report C: Stormwater Features 6: Jufn!7/ A. Introduction On behalf of Willows Bend Senior Living LLC, Braun Intertec Corporation has prepared this Response Action Plan Addendum #1 (RAP Addendum #1) for the Willows Bend Senior Living property located at 6431 University Avenue Northeast in Fridley, Minnesota (Site). This RAP Addendum #1 includes a brief summary of the project background, provides a description of the soil vapor intrusion mitigation systems which are proposed for installation beneath portions of the Site buildings, describes proposed post- mitigation diagnostic testing and confirmation sampling, and as requested, this RAP Addendum #1 also includes a discussion of the planned stormwater features and how the features may or may not impact site conditions related to previously identified contamination. The Site location is shown on Figure 1. Braun Intertec, on behalf of Willows Bend Senior Living LLC, requests Minnesota Pollution Control Agency (MPCA) review and approval of this RAP Addendum #1. Following installation and startup of the vapor mitigation systems, post-mitigation diagnostic testing and ĭƚƓŅźƩƒğƷźƚƓ ƭğƒƦƌźƓŭ źƓĭƌǒķźƓŭ ͻƦğźƩĻķͼ ƭǒĬΏƭƌğĬ soil vapor and indoor air samples, and outdoor air background samples will be conducted, and a RAP Implementation Report will be prepared. A RAP Implementation Report will be submitted to the MPCA along with a request for approval of response actions and issuance of a Completion of Vapor Mitigation Response Actions for On-Site Buildings. B. Background B.1. Site Location and Description Braun Intertec completed a Response Action Plan/Construction Contingency Plan, City of Fridley Former Public Works Facility, 6431 University Avenue Northeast, Fridley, Minnesota Dated October 29, 2020 (2020 RAP) for the planned redevelopment of the Site. The 2020 RAP presented the plans for managing residual petroleum impacts at the Site related to two former fuel oil underground storage tanks. The MPCA approved the 2020 RAP on January 29, 2021, a condition of the RAP approval was to collect additional soil vapor samples within the footprint of the proposed new senior housing building and to provide information in regard to the planned stormwater features and how the features may or may not impact site conditions related to previously identified petroleum contamination. B.2. Additional Soil Vapor Sampling The additional soil vapor samples were collected on March 1, 2021. Five sub-surface soil vapor samples were collected to supplement previous soil vapor samples that had been collected from the Site. Additional details about the previous environmental investigations performed by Braun Intertec at the 71 Jufn!7/ Willows Bend Senior Living LLC Project B2101579 April 2, 2021 Page 2 Site are provide in the 2020 RAP. The soil vapor sample locations are shown on Figure 2. The results of the addition soil vapor samples identified Tetrachloroethene (Perchloroethene, PCE) at two sample locations collected from the western portion of the Site at concentrations that exceed the 33X residential intrusion screening values (ISV). The soil vapor results from the March 2021 sampling are shown on Table 1. Based upon the results, the MPCA requested that a soil vapor mitigation system be installed into the new building and submit a RAP Addendum with the plan for this system. C.Soil Vapor Response Action Plan D.1 Site Conceptual Model Past investigations have identified elevated concentrations of chlorinated volatile organic compounds (VOCs) in soil vapor beneath a portion of the Site and building footprint. Sub-slab vapor sample concentrations at two sample locations exceeded 33X the Residential ISV for PCE. D.2 Potential Receptors and Exposure Pathways There is the potential for human health impacts from exposure to COC-impacted soil vapor; such exposure may be via inhalation. Therefore, the predominant exposure pathway at the Site is inhalation of VOCs within the structure at the Site. Based on the elevated concentrations of PCE detected below the footprint of the proposed building, it appears that the potential exists for future vapor intrusion unless mitigation is conducted. D.3 Response Action Objectives and Cleanup Standards 1 Per current MPCA Vapor Guidance, active mitigation is needed for the buildings because of the PCE, exceedances in sub-slab vapor. Willows Bend Senior Living LLC has selected installation of vapor mitigation systems/sub-slab depressurization systems (SSDSs) beneath all portions of the building as the response action. Given the planned senior housing land use of the Site, the cleanup standard which will be used are the Residential ISVs. 1 20, c-rem3-06e, MPCA. 72 Jufn!7/ Willows Bend Senior Living LLC Project B2101579 April 2, 2021 Page 3 In order to mitigate the potential vapor intrusion from VOC-impacted soil beneath the proposed Site building, a vapor mitigation system/SSDS will be installed beneath the proposed building (Appendix A). The objective of the vapor system(s) will be to mitigate potential vapor intrusion by creating and maintaining a negative pressure under the floor slab of the building. Post-mitigation confirmation sampling will be conducted to confirm that the mitigation systems reduce VOC concentrations for contaminants of concern (i.e., PCE) in the indoor air to less the Residential ISVs. It is anticipated that the vapor mitigation systems will operate continuously until sometime in the future when sub-slab sampling demonstrates, to the satisfaction of the MPCA, that there is no longer a vapor intrusion risk to the buildings. D.4 Proposed Response Actions The proposed response actions with regards to installation of the vapor mitigation systems will include: Designing and installing the vapor mitigation system components (i.e., below floor piping, vapor collection/riser piping and electric fans). Conducting follow-up post-mitigation diagnostic testing after installation and startup of the vapor mitigation systems to verify adequate PFE beneath the building areas targeted for mitigation. Conducting post-mitigation confirmation sampling including paired sub-slab soil vapor and indoor air samples, and outdoor air background samples. D.4.b. Vapor Mitigation System Design A soil vapor system design prepared by Braun Intertec based upon the proposed building is included as Appendix A. The vapor mitigation system/SSDS design details the layout and the systems will then be installed. The results of system installation will be provided in a MPCA Active Mitigation System Installation Checklist form, which will be included in the RAP Implementation Report (see Section F). The vapor systems will be designed/constructed in general accordance with the following: Diagnostic Testing, Installation and Confirmation Sampling for Active Vapor Mitigation Systems in Single-Family Residential Buildings (c-rem3-06), March 2015 (MPCA BMP). 73 Jufn!7/ Willows Bend Senior Living LLC Project B2101579 April 2, 2021 Page 4 The American Association of Radon Scientists and Technologists Radon Mitigation Standards for Multifamily Buildings, 2018 (RMS-MF 2018). Minnesota Statutes §144.4961 - Minnesota Radon Licensing Act. All applicable federal, state, and local codes including but not limited to fire, building, electrical, plumbing, elevator, and mechanical codes. D.4.c. Post-Mitigation Diagnostic Testing Post-mitigation diagnostic testing will be conducted to ensure that the vapor mitigation systems are operating properly and that the vacuum field extensions are adequate under the floor slabs within the targeted mitigation areas (3 Pascals or more during winter conditions, and 5 Pascals or more during non- winter conditions). After installation and activation of the mitigation systems, small diameter holes will be drilled through the floor slabs to measure observed vacuum under the floor slabs in the targeted mitigation areas. The observations will be recorded. If the observations indicate poor vacuum extension in any area, additional actions that may be warranted to improve the vacuum extension will be discussed with the MPCA. Results will be reported on a MPCA Post-Mitigation Diagnostic Checklist form, which will be included in the RAP Implementation Report. D.4.d. Post-Mitigation Confirmation Sampling Post-mitigation confirmation sampling will be conducted after the vapor mitigation systems have been operating for at least a week after start up. Five spatially-distributed sub-slab soil vapor samples paired with five 24-hour indoor air samples will be collected from the lowest level of the building and analyzed. In addition, one 24-hour outdoor air sample will be collected from outside the building concurrently with the 24-hour indoor air samples. Samples will be collected and will be analyzed for VOCs using EPA Method TO-15. Post-mitigation confirmation sampling events will be conducted per the MPCA Vapor Guidance. Depending on when the system(s) is installed, there will be up to two post installation confirmation sampling events. The results of the confirmation sampling event will be included in the RAP Implementation Report. A copy of the laboratory analytical report for the recently completed additional soil vapor sampling is included as Appendix B. 74 Jufn!7/ Willows Bend Senior Living LLC Project B2101579 April 2, 2021 Page 5 D.4.f. Institutional Controls Following installation of the vapor mitigation systems, an Environmental Covenant and Easement Agreement (UECA) will be prepared for the Site, which includes an Operation and Maintenance (O & M) plan for the vapor mitigation systems. The UECA will be submitted to the MPCA for review and approval, updated as required, then recorded with Hennepin County. The recorded version of the UECA will be provided to the MPCA. D. Reporting The results of pre-mitigation diagnostic testing and vapor mitigation system design will be presented in a RAP Addendum. Upon completion of vapor mitigation system installation, system start-up, post- mitigation diagnostic testing, and the post-mitigation confirmation sampling, a RAP Implementation Report will be prepared and submitted to the MPCA for review and approval. E. Proposed Stormwater Features The new proposed senior living building will utilize a combination of stormwater catch basins connected directly to the Cites storm sewer system, and also a below ground infiltration system to handle stormwater at the Site. The proposed below ground infiltration system is connected to the City MS4 sewer system. The location of the below ground infiltration system is on the south side of a court yard located south of the proposed building. The planned stormwater features, including the proposed underground infiltration system, are shown on the Site utility plan included in Appendix C. As detailed in the 2020 RAP, there are residual petroleum impacts at depth at the Site related to two former fuel oil underground storage tanks. The location of these residual impacts is shown on Figure 3. The planned development construction will not require disturbing these petroleum impacted soils/groundwater. After the planned development is complete these petroleum impacts will be located beneath impermeable surface, either the building itself or heavy duty pavement parking areas. The location of the planned underground infiltration system is located over 150 feet away from the residual impacts in a side gradient direction. Given the distance from the underground infiltration system, and the fact that the residual impact will be located at depth beneath impermeable permanent cover, there does not appear to be a significant impact from the planned stormwater features on the residual impacts at the Site. F. Standard of Care In performing its services, Braun Intertec used that degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession currently practicing in the same locality. No warranty, express or implied, is made. 75 Jufn!7/ 109 108 8 Data Source: USGS Quadrangle 02,0001,000 Feet FR A ADD ED a d 35 47 6 1 65 252 Approximate Site Boundary 130 694 94 Copyright:© 2013 National Geographic Society, i-cubed Project No: B1802920 City Plaza Drawing No: Site Location Map B1802920_SiteLoc 6431 University Avenue NE Drawn By:FER 11001 Hampshire Avenue S Date Drawn:4/11/2018 Minneapolis, MN 55438 77 Checked By:MPE Fridley, Minnesota 952.995.2000 Figure 1 braunintertec.com Last Modified: F:\\2021\\B2101579\\CAD\\B2101579.dwg,Invest Loc,4/7/2021 3:37:38 PM Jufn!7/ SS-6 SS-12 SS-5 SS-15 SS-16 SS-1 SS-14 SS-2 SS-11 SS-4 SS-10 SS-3 UNIVERSITY SERVICE ROAD SS-17 PROPOSED BUILDING FOOTPRINT SS-9 SS-13 SS-7 SS-8 HEATING SEASON PROBE SAMPLE LOCATION N SUB-SLAB VAPOR SAMPLE LOCATION PUSH-PROBE VAPOR SAMPLE LOCATION 30'060' NOTE:EXISTING STRUCTURES DEPICTED ON SITE HAVE BEEN REMOVED SCALE:1" = 60' Project No: B2101579 Willows Bend Senior Living Facility Vapor Sampling Drawing No: B2101579 Locations 6431 University Avenue NE Drawn By:LAO 11001 Hampshire Avenue S Date Drawn:3/17/21 Minneapolis, MN 55438 78 Fridley, Minnesota Checked By:EA 952.995.2000 braunintertec.com Last Modified:4/7/21 F:\\2021\\B2101579\\CAD\\B2101579.dwg,Invest Loc,4/7/2021 3:37:38 PM Jufn!7/ SS-6 SS-12 SS-5 SS-15 SS-16 SS-1 SS-14 SS-2 SS-11 SS-4 SS-10 SS-3 UNIVERSITY SERVICE ROAD SS-17 PROPOSED BUILDING FOOTPRINT SS-9 SS-13 SS-7 SS-8 HEATING SEASON PROBE SAMPLE LOCATION N SUB-SLAB VAPOR SAMPLE LOCATION PUSH-PROBE VAPOR SAMPLE LOCATION 30'060' NOTE:EXISTING STRUCTURES DEPICTED ON SITE HAVE BEEN REMOVED SCALE:1" = 60' Project No: B2101579 Willows Bend Senior Living Facility Drawing No: B2101579 6431 University Avenue NE Drawn By:LAO 11001 Hampshire Avenue S Date Drawn:3/17/21 Minneapolis, MN 55438 79 Fridley, Minnesota Checked By:EA 952.995.2000 braunintertec.com Last Modified:4/7/21 Table 1 Soil Vapor Analytical Results Jufn!7/ Willows Bend Senior Living Fridley, Minnesota Project B2101579 Sample Identifier and Date Collected 33X Residential ISV CAS No. Compound/Parameter SS-13SS-14SS-15SS-16SS-17 3 (g/m) 03/01/202103/01/202103/01/202103/01/202103/01/2021 3 Volatile Organic Compounds (VOCs) (g/m) Acetone67-64-1 76.911333.8<8.4 117 1,100,000 Benzene71-43-2 12.88.73.25.43.9 43 2-Butanone (Methyl ethyl ketone, MEK)78-93-3 39.035.113.515.925.2 100,000 Carbon disulfide75-15-0 2.32.62.02.01.5 28,000 Chlorobenzene108-90-7<1.5<1.3 1.8<1.3<1.31,700 Cyclohexane110-82-7<2.8 3.1<2.5<2.4<2.4210,000 Dichlorodifluoromethane (Freon 12)75-71-8 21.72,29011,4002,2405,020 NE 1,2-Dichlorotetrafluoroethane 76-14-2<2.2 2.9<2.0<2.0<1.9NE Ethanol64-17-5 12.123.415.13.8202 NE Ethylbenzene100-41-4 2.01.6<1.3 1.3<1.2140 n-Heptane142-82-5<1.3<1.2 2.45.05.4 14,000 n-Hexane110-54-3 13.7<1.0<1.0 7.8<0.9724,000 Methyl isobutyl ketone (MIBK, \[3\]\[3\] 108-10-1<6.6<6.0<5.8 100,000 6.3 6.1 4-Methyl-2-pentanone) 2-Propanol (Isopropyl alcohol)67-63-0<4.0 7.37.0<3.5 47.5 7,000 \[1\] Propylene115-07-1<0.50<0.50<0.49 156 100,000 308 Styrene100-42-5 1.4<1.2<1.2<1.2<1.231,000 Tetrachloroethene (Perchloroethene, PCE)127-18-4 3032102.3<0.96 0.97 110 Toluene108-88-3 14.811.56.68.27.6 140,000 1,1,1-Trichloroethane71-55-6<1.8<1.6<1.6<1.5 3.6 170,000 \[b\] Trichloroethene (TCE)79-01-6 1.01.5<0.79<0.76<0.74 70 Trichlorofluoromethane (Freon 11)75-69-4<1.8 1,21022,5002,7607.2 33,000 Xylenes, m- & p-179601-23-1 3.33.0<2.5<2.5<2.4NE All other Reported Volatile Organic ---<RL<RL<RL<RL<RL--- Compounds Notes Minnesota Pollution Control Agency (MPCA) Intrusion Screening Values (ISVs) were updated in January 2021. 3 g/m = Micrograms per cubic meter. < = Not detected at or above the laboratory reporting limit indicated. --- = Not analyzed or calculated for this parameter or not applicable. RL = Reporting limits for other parameters that are not listed individually in this table because their concentrations were below reporting limits provided in the laboratory report. NE = Regulatory limit not established for this parameter. \[b\] = In existing buildings, indoor air results exceeding the ISV or sub-slab results exceeding 33X ISV may require expedited action when a woman who is pregnant or could become pregnant is present. \[d\] = The laboratory reports values for m- & p- xylenes and o-xylene, however the regulatory limit is for the combination of m-, p-, and o-xylenes. Exceeds 33X Residential ISV \[1\] \[E\] Analyte concentration exceeded the calibration range. The reported result is estimated. \[2\] \[N\] The reported TIC has an 85% or higher match on a mass spectral library search. \[3\] \[SS\] This analyte did not meet the secondary source verification criteria for the initial calibration. The reported result should be considered an estimated value. 81 Page 1 of 1 Jufn!7/ 83 #=CL# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 LIMS USE: FR - MARK KEEFER LIMS OBJECT ID: 10549396 March 10, 2021 Mark Keefer Braun Intertec 11001 Hampshire Ave S Bloomington, MN 55438 RE:Project: B2101579 Pace Project No.:10549396 Dear Mark Keefer: Enclosed are the analytical results for sample(s) received by the laboratory on March 01, 2021. The results relate only to the samples included in this report. Results reported herein conform to the applicable TNI/NELAC Standards and the laboratory's Quality Manual, where applicable, unless otherwise noted in the body of the report. The test results provided in this final report were generated by each of the following laboratories within the Pace Network: ¤ Pace Analytical Services - Minneapolis If you have any questions concerning this report, please feel free to contact me. Sincerely, Bob Michels bob.michels@pacelabs.com (612)709-5046 Project Manager Enclosures REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, 85 without the written consent of Pace Analytical Services, LLC. Page 1 of 45 #=CP# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 CERTIFICATIONS Project:B2101579 Pace Project No.:10549396 Pace Analytical Services, LLC - Minneapolis MN 1700 Elm Street SE, Minneapolis, MN 55414Missouri Certification #: 10100 1800 Elm Street SE, Minneapolis, MN 55414--Satellite Air Montana Certification #: CERT0092 Lab Nebraska Certification #: NE-OS-18-06 A2LA Certification #: 2926.01* Nevada Certification #: MN00064 Alabama Certification #: 40770 New Hampshire Certification #: 2081* Alaska Contaminated Sites Certification #: 17-009* New Jersey Certification #: MN002 Alaska DW Certification #: MN00064 New York Certification #: 11647* Arizona Certification #: AZ0014* North Carolina DW Certification #: 27700 Arkansas DW Certification #: MN00064 North Carolina WW Certification #: 530 Arkansas WW Certification #: 88-0680 North Dakota Certification #: R-036 California Certification #: 2929 Ohio DW Certification #: 41244 Colorado Certification #: MN00064 Ohio VAP Certification (1700) #: CL101 Connecticut Certification #: PH-0256 Ohio VAP Certification (1800) #: CL110* EPA Region 8 Tribal Water Systems+Wyoming DW Oklahoma Certification #: 9507* Certification #: via MN 027-053-137 Oregon Primary Certification #: MN300001 Florida Certification #: E87605* Oregon Secondary Certification #: MN200001* Georgia Certification #: 959 Pennsylvania Certification #: 68-00563* Hawaii Certification #: MN00064 Puerto Rico Certification #: MN00064 Idaho Certification #: MN00064 South Carolina Certification #:74003001 Illinois Certification #: 200011 Tennessee Certification #: TN02818 Indiana Certification #: C-MN-01 Texas Certification #: T104704192* Iowa Certification #: 368 Utah Certification #: MN00064* Kansas Certification #: E-10167 Vermont Certification #: VT-027053137 Kentucky DW Certification #: 90062 Virginia Certification #: 460163* Kentucky WW Certification #: 90062 Washington Certification #: C486* Louisiana DEQ Certification #: AI-03086* West Virginia DEP Certification #: 382 Louisiana DW Certification #: MN00064 West Virginia DW Certification #: 9952 C Maine Certification #: MN00064* Wisconsin Certification #: 999407970 Maryland Certification #: 322 Wyoming UST Certification #: via A2LA 2926.01 Michigan Certification #: 9909 USDA Permit #: P330-19-00208 Minnesota Certification #: 027-053-137* *Please Note: Applicable air certifications are denoted with Minnesota Dept of Ag Certifcation #: via MN 027-053-137 an asterisk (*). Minnesota Petrofund Certification #: 1240* Mississippi Certification #: MN00064 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, 86 without the written consent of Pace Analytical Services, LLC. Page 2 of 45 #=SS# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 SAMPLE SUMMARY Project:B2101579 Pace Project No.:10549396 Lab IDSample IDMatrixDate CollectedDate Received 10549396001SS-16 Air03/01/21 11:3703/01/21 16:10 10549396002SS-17 Air03/01/21 11:5103/01/21 16:10 10549396003SS-15 Air03/01/21 12:4103/01/21 16:10 10549396004SS-14 Air03/01/21 13:1603/01/21 16:10 10549396005SS-13 Air03/01/21 14:0003/01/21 16:10 10549396006UNUSED PACE2315 Air03/01/21 16:10 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, 87 without the written consent of Pace Analytical Services, LLC. Page 3 of 45 #=SA# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 SAMPLE ANALYTE COUNT Project:B2101579 Pace Project No.:10549396 Analytes Reported Lab IDSample IDMethodAnalystsLaboratory 10549396001SS-16 TO-15MJL62PASI-M 10549396002SS-17 TO-15MJL62PASI-M 10549396003SS-15 TO-15MJL64PASI-M 10549396004SS-14 TO-15AJA, GT61PASI-M 10549396005SS-13 TO-15AJA61PASI-M PASI-M = Pace Analytical Services - Minneapolis REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, 88 without the written consent of Pace Analytical Services, LLC. Page 4 of 45 #=HO# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 SUMMARY OF DETECTION Project:B2101579 Pace Project No.:10549396 Lab Sample ID Client Sample ID MethodParametersResultUnitsReport LimitAnalyzedQualifiers 10549396001SS-16 TO-15Benzene5.4ug/m303/06/21 22:070.45 TO-152-Butanone (MEK)15.9ug/m303/06/21 22:074.2 TO-15Carbon disulfide2.0ug/m303/06/21 22:070.88 TO-15Dichlorodifluoromethane2240ug/m303/09/21 03:3642.1 TO-15Ethanol3.8ug/m303/06/21 22:072.7 TO-15Ethylbenzene1.3ug/m303/06/21 22:071.2 TO-15n-Heptane5.0ug/m303/06/21 22:071.2 TO-15n-Hexane7.8ug/m303/06/21 22:071.0 TO-15Toluene8.2ug/m303/06/21 22:071.1 TO-15Trichlorofluoromethane2760ug/m303/09/21 03:3647.5 TO-152.940:1-Propene, 2-methyl-14.0Jppbv03/06/21 22:07N 10549396002SS-17 TO-15Acetone117ug/m303/06/21 22:368.2 TO-15Benzene3.9ug/m303/06/21 22:360.44 TO-152-Butanone (MEK)25.2ug/m303/06/21 22:364.1 TO-15Carbon disulfide1.5ug/m303/06/21 22:360.86 TO-15Dichlorodifluoromethane5020ug/m303/09/21 03:1051.8 TO-15Ethanol202ug/m303/06/21 22:362.6 TO-15n-Heptane5.4ug/m303/06/21 22:361.1 TO-154-Methyl-2-pentanone (MIBK)6.1ug/m303/06/21 22:36SS5.7 TO-152-Propanol47.5ug/m303/06/21 22:363.4 TO-15Propylene156ug/m303/09/21 03:1018.0 TO-15Tetrachloroethene0.97ug/m303/06/21 22:360.94 TO-15Toluene7.6ug/m303/06/21 22:361.0 TO-151,1,1-Trichloroethane3.6ug/m303/06/21 22:361.5 TO-15Trichlorofluoromethane7.2ug/m303/06/21 22:361.6 TO-152.953:1-Propene, 2-methyl-17.9Jppbv03/06/21 22:36N 10549396003SS-15 TO-15Acetone33.8ug/m303/06/21 23:058.7 TO-15Benzene3.2ug/m303/06/21 23:050.47 TO-152-Butanone (MEK)13.5ug/m303/06/21 23:054.3 TO-15Carbon disulfide2.0ug/m303/06/21 23:050.91 TO-15Chlorobenzene1.8ug/m303/06/21 23:051.3 TO-15Dichlorodifluoromethane11400ug/m303/09/21 04:02175 TO-15Ethanol15.1ug/m303/06/21 23:052.8 n-Heptane2.4ug/m303/06/21 23:05 TO-151.2 TO-154-Methyl-2-pentanone (MIBK)6.3ug/m303/06/21 23:05SS6.0 TO-152-Propanol7.0ug/m303/06/21 23:053.6 TO-15Tetrachloroethene2.3ug/m303/06/21 23:050.99 TO-15Toluene6.6ug/m303/06/21 23:051.1 TO-15Trichlorofluoromethane22500ug/m303/09/21 04:02197 TO-152.953:1-Propene, 2-methyl-19.1Jppbv03/06/21 23:05N TO-159.732:4-Ethyl-1-hexene5.7Jppbv03/06/21 23:05N TO-1510.201:Nonane, 3-methyl-7.0Jppbv03/06/21 23:05N 10549396004SS-14 TO-15Acetone113ug/m303/08/21 22:088.7 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, 89 without the written consent of Pace Analytical Services, LLC. Page 5 of 45 #=HO# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 SUMMARY OF DETECTION Project:B2101579 Pace Project No.:10549396 Lab Sample ID Client Sample ID MethodParametersResultUnitsReport LimitAnalyzedQualifiers 10549396004SS-14 TO-15Benzene8.7ug/m303/08/21 22:080.47 TO-152-Butanone (MEK)35.1ug/m303/08/21 22:084.3 TO-15Carbon disulfide2.6ug/m303/08/21 22:080.91 TO-15Cyclohexane3.1ug/m303/08/21 22:082.5 TO-15Dichlorodifluoromethane2290ug/m303/09/21 18:2043.6 TO-15Dichlorotetrafluoroethane2.9ug/m303/08/21 22:082.0 TO-15Ethanol23.4ug/m303/08/21 22:082.8 TO-15Ethylbenzene1.6ug/m303/08/21 22:081.3 TO-152-Propanol7.3ug/m303/08/21 22:083.6 TO-15Tetrachloroethene210ug/m303/09/21 18:2029.8 TO-15Toluene11.5ug/m303/08/21 22:081.1 TO-15Trichloroethene1.5ug/m303/08/21 22:080.79 TO-15Trichlorofluoromethane1210ug/m303/09/21 18:2049.2 TO-15m&p-Xylene3.0ug/m303/08/21 22:082.5 10549396005SS-13 TO-15Acetone76.9ug/m303/08/21 22:359.5 TO-15Benzene12.8ug/m303/08/21 22:350.51 TO-152-Butanone (MEK)39.0ug/m303/08/21 22:354.7 TO-15Carbon disulfide2.3ug/m303/08/21 22:351.0 TO-15Dichlorodifluoromethane21.7ug/m303/08/21 22:351.6 TO-15Ethanol12.1ug/m303/08/21 22:353.0 TO-15Ethylbenzene2.0ug/m303/08/21 22:351.4 TO-15n-Hexane13.7ug/m303/08/21 22:351.1 TO-15Propylene308ug/m303/08/21 22:35E0.55 TO-15Styrene1.4ug/m303/08/21 22:351.4 TO-15Tetrachloroethene303ug/m303/08/21 22:351.1 TO-15Toluene14.8ug/m303/08/21 22:351.2 TO-15Trichloroethene1.0ug/m303/08/21 22:350.86 TO-15m&p-Xylene3.3ug/m303/08/21 22:352.8 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, 8: without the written consent of Pace Analytical Services, LLC. Page 6 of 45 #=NA# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 PROJECT NARRATIVE Project:B2101579 Pace Project No.:10549396 Date:March 10, 2021 SS-16 (Lab ID: 10549396001) ¤ K1: The Total Hydrocarbon (THC) pattern occured in the first half of the chromatogram (before toluene). SS-17 (Lab ID: 10549396002) ¤ K3: The Total Hydrocarbon (THC) pattern is evenly distributed throughout the chromatogram (before and after toluene). SS-15 (Lab ID: 10549396003) ¤ K1: The Total Hydrocarbon (THC) pattern occured in the first half of the chromatogram (before toluene). SS-14 (Lab ID: 10549396004) ¤ K3: The Total Hydrocarbon (THC) pattern is evenly distributed throughout the chromatogram (before and after toluene). SS-13 (Lab ID: 10549396005) ¤ K1: The Total Hydrocarbon (THC) pattern occured in the first half of the chromatogram (before toluene). REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, 91 without the written consent of Pace Analytical Services, LLC. Page 7 of 45 #=NA# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 PROJECT NARRATIVE Project:B2101579 Pace Project No.:10549396 Method:TO-15 Description:TO15 MSV AIR (TICS) Client:Braun Intertec Corporation Date:March 10, 2021 General Information: 5 samples were analyzed for TO-15 by Pace Analytical Services Minneapolis. All samples were received in acceptable condition with any exceptions noted below or on the chain-of custody and/or the sample condition upon receipt form (SCUR) attached at the end of this report. Hold Time: The samples were analyzed within the method required hold times with any exceptions noted below. Initial Calibrations (including MS Tune as applicable): All criteria were within method requirements with any exceptions noted below. QC Batch: 728123 SS: This analyte did not meet the secondary source verification criteria for the initial calibration. The reported result should be considered an estimated value. ¤ DUP (Lab ID: 3881477) ¤ 4-Methyl-2-pentanone (MIBK) ¤ Ethyl acetate ¤ DUP (Lab ID: 3881478) ¤ 2-Hexanone ¤ 4-Methyl-2-pentanone (MIBK) ¤ Tetrahydrofuran ¤ LCS (Lab ID: 3881337) ¤ 2-Hexanone ¤ 4-Methyl-2-pentanone (MIBK) ¤ Ethyl acetate ¤ Tetrahydrofuran ¤ Vinyl acetate ¤ cis-1,3-Dichloropropene ¤ SS-15 (Lab ID: 10549396003) ¤ 4-Methyl-2-pentanone (MIBK) ¤ SS-16 (Lab ID: 10549396001) ¤ 2-Hexanone ¤ 4-Methyl-2-pentanone (MIBK) ¤ SS-17 (Lab ID: 10549396002) ¤ 4-Methyl-2-pentanone (MIBK) Continuing Calibration: All criteria were within method requirements with any exceptions noted below. Internal Standards: All internal standards were within QC limits with any exceptions noted below. Method Blank: All analytes were below the report limit in the method blank, where applicable, with any exceptions noted below. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, 92 without the written consent of Pace Analytical Services, LLC. Page 8 of 45 #=NA# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 PROJECT NARRATIVE Project:B2101579 Pace Project No.:10549396 Method:TO-15 Description:TO15 MSV AIR (TICS) Client:Braun Intertec Corporation Date:March 10, 2021 Laboratory Control Spike: All laboratory control spike compounds were within QC limits with any exceptions noted below. Duplicate Sample: All duplicate sample results were within method acceptance criteria with any exceptions noted below. QC Batch: 728123 R1: RPD value was outside control limits. ¤ DUP (Lab ID: 3881477) ¤ Acetone ¤ Ethyl acetate ¤ Propylene ¤ DUP (Lab ID: 3881478) ¤ Dichlorodifluoromethane Additional Comments: Analyte Comments: QC Batch: 728123 E: Analyte concentration exceeded the calibration range. The reported result is estimated. ¤ DUP (Lab ID: 3881477) ¤ Propylene QC Batch: 728354 E: Analyte concentration exceeded the calibration range. The reported result is estimated. ¤ SS-13 (Lab ID: 10549396005) ¤ Propylene This data package has been reviewed for quality and completeness and is approved for release. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, 93 without the written consent of Pace Analytical Services, LLC. Page 9 of 45 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:B2101579 Pace Project No.:10549396 Sample:SS-16Lab ID:10549396001 Collected:03/01/21 11:37Received:03/01/21 16:10Matrix:Air ParametersResultsUnitsDFPreparedAnalyzedCAS No.QualReport Limit Analytical Method: TO-15 TO15 MSV AIR (TICS) Pace Analytical Services - Minneapolis AcetoneNDug/m303/06/21 22:0767-64-18.41.39 Benzene 5.4 ug/m303/06/21 22:0771-43-20.451.39 Benzyl chlorideNDug/m303/06/21 22:07100-44-73.71.39 BromodichloromethaneNDug/m303/06/21 22:0775-27-41.91.39 BromoformNDug/m303/06/21 22:0775-25-27.31.39 BromomethaneNDug/m303/06/21 22:0774-83-91.11.39 1,3-ButadieneNDug/m303/06/21 22:07106-99-00.631.39 2-Butanone (MEK)15.9 ug/m303/06/21 22:0778-93-34.21.39 Carbon disulfide 2.0 ug/m303/06/21 22:0775-15-00.881.39 Carbon tetrachlorideNDug/m303/06/21 22:0756-23-51.81.39 ChlorobenzeneNDug/m303/06/21 22:07108-90-71.31.39 ChloroethaneNDug/m303/06/21 22:0775-00-30.751.39 ChloroformNDug/m303/06/21 22:0767-66-30.691.39 ChloromethaneNDug/m303/06/21 22:0774-87-30.581.39 CyclohexaneNDug/m303/06/21 22:07110-82-72.41.39 DibromochloromethaneNDug/m303/06/21 22:07124-48-12.41.39 1,2-Dibromoethane (EDB)NDug/m303/06/21 22:07106-93-41.11.39 1,2-DichlorobenzeneNDug/m303/06/21 22:0795-50-11.71.39 1,3-DichlorobenzeneNDug/m303/06/21 22:07541-73-11.71.39 1,4-DichlorobenzeneNDug/m303/06/21 22:07106-46-74.31.39 Dichlorodifluoromethane 2240 ug/m303/09/21 03:3675-71-842.141.7 1,1-DichloroethaneNDug/m303/06/21 22:0775-34-31.11.39 1,2-DichloroethaneNDug/m303/06/21 22:07107-06-20.571.39 1,1-DichloroetheneNDug/m303/06/21 22:0775-35-41.11.39 cis-1,2-DichloroetheneNDug/m303/06/21 22:07156-59-21.11.39 trans-1,2-DichloroetheneNDug/m303/06/21 22:07156-60-51.11.39 1,2-DichloropropaneNDug/m303/06/21 22:0778-87-51.31.39 cis-1,3-DichloropropeneNDug/m303/06/21 22:0710061-01-51.31.39 trans-1,3-DichloropropeneNDug/m303/06/21 22:0710061-02-61.31.39 DichlorotetrafluoroethaneNDug/m303/06/21 22:0776-14-22.01.39 Ethanol 3.8 ug/m303/06/21 22:0764-17-52.71.39 Ethyl acetateNDug/m303/06/21 22:07141-78-61.01.39 Ethylbenzene 1.3 ug/m303/06/21 22:07100-41-41.21.39 4-EthyltolueneNDug/m303/06/21 22:07622-96-83.51.39 n-Heptane 5.0 ug/m303/06/21 22:07142-82-51.21.39 Hexachloro-1,3-butadieneNDug/m303/06/21 22:0787-68-37.51.39 n-Hexane 7.8 ug/m303/06/21 22:07110-54-31.01.39 2-HexanoneNDug/m303/06/21 22:07591-78-6SS5.81.39 Methylene ChlorideNDug/m303/06/21 22:0775-09-24.91.39 4-Methyl-2-pentanone (MIBK)NDug/m303/06/21 22:07108-10-1SS5.81.39 Methyl-tert-butyl etherNDug/m303/06/21 22:071634-04-45.11.39 NaphthaleneNDug/m303/06/21 22:0791-20-33.71.39 2-PropanolNDug/m303/06/21 22:0767-63-03.51.39 PropyleneNDug/m303/06/21 22:07115-07-10.491.39 StyreneNDug/m303/06/21 22:07100-42-51.21.39 1,1,2,2-TetrachloroethaneNDug/m303/06/21 22:0779-34-50.971.39 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, 94 Date: 03/10/2021 12:22 PM without the written consent of Pace Analytical Services, LLC. Page 10 of 45 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:B2101579 Pace Project No.:10549396 Sample:SS-16Lab ID:10549396001 Collected:03/01/21 11:37Received:03/01/21 16:10Matrix:Air ParametersResultsUnitsDFPreparedAnalyzedCAS No.QualReport Limit Analytical Method: TO-15 TO15 MSV AIR (TICS) Pace Analytical Services - Minneapolis TetrachloroetheneNDug/m303/06/21 22:07127-18-40.961.39 TetrahydrofuranNDug/m303/06/21 22:07109-99-90.831.39 Toluene 8.2 ug/m303/06/21 22:07108-88-31.11.39 1,2,4-TrichlorobenzeneNDug/m303/06/21 22:07120-82-110.51.39 1,1,1-TrichloroethaneNDug/m303/06/21 22:0771-55-61.51.39 1,1,2-TrichloroethaneNDug/m303/06/21 22:0779-00-50.771.39 TrichloroetheneNDug/m303/06/21 22:0779-01-60.761.39 Trichlorofluoromethane 2760 ug/m303/09/21 03:3675-69-447.541.7 1,1,2-TrichlorotrifluoroethaneNDug/m303/06/21 22:0776-13-12.21.39 1,2,4-TrimethylbenzeneNDug/m303/06/21 22:0795-63-61.41.39 1,3,5-TrimethylbenzeneNDug/m303/06/21 22:07108-67-81.41.39 Vinyl acetateNDug/m303/06/21 22:07108-05-41.01.39 Vinyl chlorideNDug/m303/06/21 22:0775-01-40.361.39 m&p-XyleneNDug/m303/06/21 22:07179601-23-12.51.39 o-XyleneNDug/m303/06/21 22:0795-47-61.21.39 Tentatively Identified Compounds 1-Propene, 2-methyl-14.0J ppbv03/06/21 22:07115-11-7N1.39 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, 95 Date: 03/10/2021 12:22 PM without the written consent of Pace Analytical Services, LLC. Page 11 of 45 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:B2101579 Pace Project No.:10549396 Sample:SS-17Lab ID:10549396002 Collected:03/01/21 11:51Received:03/01/21 16:10Matrix:Air ParametersResultsUnitsDFPreparedAnalyzedCAS No.QualReport Limit Analytical Method: TO-15 TO15 MSV AIR (TICS) Pace Analytical Services - Minneapolis Acetone 117 ug/m303/06/21 22:3667-64-18.21.36 Benzene 3.9 ug/m303/06/21 22:3671-43-20.441.36 Benzyl chlorideNDug/m303/06/21 22:36100-44-73.61.36 BromodichloromethaneNDug/m303/06/21 22:3675-27-41.81.36 BromoformNDug/m303/06/21 22:3675-25-27.11.36 BromomethaneNDug/m303/06/21 22:3674-83-91.11.36 1,3-ButadieneNDug/m303/06/21 22:36106-99-00.611.36 2-Butanone (MEK)25.2 ug/m303/06/21 22:3678-93-34.11.36 Carbon disulfide 1.5 ug/m303/06/21 22:3675-15-00.861.36 Carbon tetrachlorideNDug/m303/06/21 22:3656-23-51.71.36 ChlorobenzeneNDug/m303/06/21 22:36108-90-71.31.36 ChloroethaneNDug/m303/06/21 22:3675-00-30.731.36 ChloroformNDug/m303/06/21 22:3667-66-30.671.36 ChloromethaneNDug/m303/06/21 22:3674-87-30.571.36 CyclohexaneNDug/m303/06/21 22:36110-82-72.41.36 DibromochloromethaneNDug/m303/06/21 22:36124-48-12.41.36 1,2-Dibromoethane (EDB)NDug/m303/06/21 22:36106-93-41.11.36 1,2-DichlorobenzeneNDug/m303/06/21 22:3695-50-11.71.36 1,3-DichlorobenzeneNDug/m303/06/21 22:36541-73-11.71.36 1,4-DichlorobenzeneNDug/m303/06/21 22:36106-46-74.21.36 Dichlorodifluoromethane 5020 ug/m303/09/21 03:1075-71-851.851.3 1,1-DichloroethaneNDug/m303/06/21 22:3675-34-31.11.36 1,2-DichloroethaneNDug/m303/06/21 22:36107-06-20.561.36 1,1-DichloroetheneNDug/m303/06/21 22:3675-35-41.11.36 cis-1,2-DichloroetheneNDug/m303/06/21 22:36156-59-21.11.36 trans-1,2-DichloroetheneNDug/m303/06/21 22:36156-60-51.11.36 1,2-DichloropropaneNDug/m303/06/21 22:3678-87-51.31.36 cis-1,3-DichloropropeneNDug/m303/06/21 22:3610061-01-51.31.36 trans-1,3-DichloropropeneNDug/m303/06/21 22:3610061-02-61.31.36 DichlorotetrafluoroethaneNDug/m303/06/21 22:3676-14-21.91.36 Ethanol 202 ug/m303/06/21 22:3664-17-52.61.36 Ethyl acetateNDug/m303/06/21 22:36141-78-61.01.36 EthylbenzeneNDug/m303/06/21 22:36100-41-41.21.36 4-EthyltolueneNDug/m303/06/21 22:36622-96-83.41.36 n-Heptane 5.4 ug/m303/06/21 22:36142-82-51.11.36 Hexachloro-1,3-butadieneNDug/m303/06/21 22:3687-68-37.41.36 n-HexaneNDug/m303/06/21 22:36110-54-30.971.36 2-HexanoneNDug/m303/06/21 22:36591-78-65.71.36 Methylene ChlorideNDug/m303/06/21 22:3675-09-24.81.36 4-Methyl-2-pentanone (MIBK)6.1 ug/m303/06/21 22:36108-10-1SS5.71.36 Methyl-tert-butyl etherNDug/m303/06/21 22:361634-04-45.01.36 NaphthaleneNDug/m303/06/21 22:3691-20-33.61.36 2-Propanol 47.5 ug/m303/06/21 22:3667-63-03.41.36 Propylene 156 ug/m303/09/21 03:10115-07-118.051.3 StyreneNDug/m303/06/21 22:36100-42-51.21.36 1,1,2,2-TetrachloroethaneNDug/m303/06/21 22:3679-34-50.951.36 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, 96 Date: 03/10/2021 12:22 PM without the written consent of Pace Analytical Services, LLC. Page 12 of 45 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:B2101579 Pace Project No.:10549396 Sample:SS-17Lab ID:10549396002 Collected:03/01/21 11:51Received:03/01/21 16:10Matrix:Air ParametersResultsUnitsDFPreparedAnalyzedCAS No.QualReport Limit Analytical Method: TO-15 TO15 MSV AIR (TICS) Pace Analytical Services - Minneapolis Tetrachloroethene 0.97 ug/m303/06/21 22:36127-18-40.941.36 TetrahydrofuranNDug/m303/06/21 22:36109-99-90.821.36 Toluene 7.6 ug/m303/06/21 22:36108-88-31.01.36 1,2,4-TrichlorobenzeneNDug/m303/06/21 22:36120-82-110.31.36 1,1,1-Trichloroethane 3.6 ug/m303/06/21 22:3671-55-61.51.36 1,1,2-TrichloroethaneNDug/m303/06/21 22:3679-00-50.751.36 TrichloroetheneNDug/m303/06/21 22:3679-01-60.741.36 Trichlorofluoromethane 7.2 ug/m303/06/21 22:3675-69-41.61.36 1,1,2-TrichlorotrifluoroethaneNDug/m303/06/21 22:3676-13-12.11.36 1,2,4-TrimethylbenzeneNDug/m303/06/21 22:3695-63-61.41.36 1,3,5-TrimethylbenzeneNDug/m303/06/21 22:36108-67-81.41.36 Vinyl acetateNDug/m303/06/21 22:36108-05-40.971.36 Vinyl chlorideNDug/m303/06/21 22:3675-01-40.351.36 m&p-XyleneNDug/m303/06/21 22:36179601-23-12.41.36 o-XyleneNDug/m303/06/21 22:3695-47-61.21.36 Tentatively Identified Compounds 1-Propene, 2-methyl-17.9J ppbv03/06/21 22:36115-11-7N1.36 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, 97 Date: 03/10/2021 12:22 PM without the written consent of Pace Analytical Services, LLC. Page 13 of 45 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:B2101579 Pace Project No.:10549396 Sample:SS-15Lab ID:10549396003 Collected:03/01/21 12:41Received:03/01/21 16:10Matrix:Air ParametersResultsUnitsDFPreparedAnalyzedCAS No.QualReport Limit Analytical Method: TO-15 TO15 MSV AIR (TICS) Pace Analytical Services - Minneapolis Acetone 33.8 ug/m303/06/21 23:0567-64-18.71.44 Benzene 3.2 ug/m303/06/21 23:0571-43-20.471.44 Benzyl chlorideNDug/m303/06/21 23:05100-44-73.81.44 BromodichloromethaneNDug/m303/06/21 23:0575-27-42.01.44 BromoformNDug/m303/06/21 23:0575-25-27.61.44 BromomethaneNDug/m303/06/21 23:0574-83-91.11.44 1,3-ButadieneNDug/m303/06/21 23:05106-99-00.651.44 2-Butanone (MEK)13.5 ug/m303/06/21 23:0578-93-34.31.44 Carbon disulfide 2.0 ug/m303/06/21 23:0575-15-00.911.44 Carbon tetrachlorideNDug/m303/06/21 23:0556-23-51.81.44 Chlorobenzene 1.8 ug/m303/06/21 23:05108-90-71.31.44 ChloroethaneNDug/m303/06/21 23:0575-00-30.771.44 ChloroformNDug/m303/06/21 23:0567-66-30.711.44 ChloromethaneNDug/m303/06/21 23:0574-87-30.601.44 CyclohexaneNDug/m303/06/21 23:05110-82-72.51.44 DibromochloromethaneNDug/m303/06/21 23:05124-48-12.51.44 1,2-Dibromoethane (EDB)NDug/m303/06/21 23:05106-93-41.11.44 1,2-DichlorobenzeneNDug/m303/06/21 23:0595-50-11.81.44 1,3-DichlorobenzeneNDug/m303/06/21 23:05541-73-11.81.44 1,4-DichlorobenzeneNDug/m303/06/21 23:05106-46-74.41.44 Dichlorodifluoromethane 11400 ug/m303/09/21 04:0275-71-8175172.8 1,1-DichloroethaneNDug/m303/06/21 23:0575-34-31.21.44 1,2-DichloroethaneNDug/m303/06/21 23:05107-06-20.591.44 1,1-DichloroetheneNDug/m303/06/21 23:0575-35-41.21.44 cis-1,2-DichloroetheneNDug/m303/06/21 23:05156-59-21.21.44 trans-1,2-DichloroetheneNDug/m303/06/21 23:05156-60-51.21.44 1,2-DichloropropaneNDug/m303/06/21 23:0578-87-51.41.44 cis-1,3-DichloropropeneNDug/m303/06/21 23:0510061-01-51.31.44 trans-1,3-DichloropropeneNDug/m303/06/21 23:0510061-02-61.31.44 DichlorotetrafluoroethaneNDug/m303/06/21 23:0576-14-22.01.44 Ethanol 15.1 ug/m303/06/21 23:0564-17-52.81.44 Ethyl acetateNDug/m303/06/21 23:05141-78-61.11.44 EthylbenzeneNDug/m303/06/21 23:05100-41-41.31.44 4-EthyltolueneNDug/m303/06/21 23:05622-96-83.61.44 n-Heptane 2.4 ug/m303/06/21 23:05142-82-51.21.44 Hexachloro-1,3-butadieneNDug/m303/06/21 23:0587-68-37.81.44 n-HexaneNDug/m303/06/21 23:05110-54-31.01.44 2-HexanoneNDug/m303/06/21 23:05591-78-66.01.44 Methylene ChlorideNDug/m303/06/21 23:0575-09-25.11.44 4-Methyl-2-pentanone (MIBK)6.3 ug/m303/06/21 23:05108-10-1SS6.01.44 Methyl-tert-butyl etherNDug/m303/06/21 23:051634-04-45.31.44 NaphthaleneNDug/m303/06/21 23:0591-20-33.81.44 2-Propanol 7.0 ug/m303/06/21 23:0567-63-03.61.44 PropyleneNDug/m303/06/21 23:05115-07-10.501.44 StyreneNDug/m303/06/21 23:05100-42-51.21.44 1,1,2,2-TetrachloroethaneNDug/m303/06/21 23:0579-34-51.01.44 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, 98 Date: 03/10/2021 12:22 PM without the written consent of Pace Analytical Services, LLC. Page 14 of 45 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:B2101579 Pace Project No.:10549396 Sample:SS-15Lab ID:10549396003 Collected:03/01/21 12:41Received:03/01/21 16:10Matrix:Air ParametersResultsUnitsDFPreparedAnalyzedCAS No.QualReport Limit Analytical Method: TO-15 TO15 MSV AIR (TICS) Pace Analytical Services - Minneapolis Tetrachloroethene 2.3 ug/m303/06/21 23:05127-18-40.991.44 TetrahydrofuranNDug/m303/06/21 23:05109-99-90.861.44 Toluene 6.6 ug/m303/06/21 23:05108-88-31.11.44 1,2,4-TrichlorobenzeneNDug/m303/06/21 23:05120-82-110.91.44 1,1,1-TrichloroethaneNDug/m303/06/21 23:0571-55-61.61.44 1,1,2-TrichloroethaneNDug/m303/06/21 23:0579-00-50.801.44 TrichloroetheneNDug/m303/06/21 23:0579-01-60.791.44 Trichlorofluoromethane 22500 ug/m303/09/21 04:0275-69-4197172.8 1,1,2-TrichlorotrifluoroethaneNDug/m303/06/21 23:0576-13-12.21.44 1,2,4-TrimethylbenzeneNDug/m303/06/21 23:0595-63-61.41.44 1,3,5-TrimethylbenzeneNDug/m303/06/21 23:05108-67-81.41.44 Vinyl acetateNDug/m303/06/21 23:05108-05-41.01.44 Vinyl chlorideNDug/m303/06/21 23:0575-01-40.371.44 m&p-XyleneNDug/m303/06/21 23:05179601-23-12.51.44 o-XyleneNDug/m303/06/21 23:0595-47-61.31.44 Tentatively Identified Compounds 1-Propene, 2-methyl-19.1J ppbv03/06/21 23:05115-11-7N1.44 4-Ethyl-1-hexene 5.7J ppbv03/06/21 23:050-00-0N1.44 Nonane, 3-methyl-7.0J ppbv03/06/21 23:055911-04-6N1.44 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, 99 Date: 03/10/2021 12:22 PM without the written consent of Pace Analytical Services, LLC. Page 15 of 45 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:B2101579 Pace Project No.:10549396 Sample:SS-14Lab ID:10549396004 Collected:03/01/21 13:16Received:03/01/21 16:10Matrix:Air ParametersResultsUnitsDFPreparedAnalyzedCAS No.QualReport Limit Analytical Method: TO-15 TO15 MSV AIR (TICS) Pace Analytical Services - Minneapolis Acetone 113 ug/m303/08/21 22:0867-64-18.71.44 Benzene 8.7 ug/m303/08/21 22:0871-43-20.471.44 Benzyl chlorideNDug/m303/08/21 22:08100-44-73.81.44 BromodichloromethaneNDug/m303/08/21 22:0875-27-42.01.44 BromoformNDug/m303/08/21 22:0875-25-27.61.44 BromomethaneNDug/m303/08/21 22:0874-83-91.11.44 1,3-ButadieneNDug/m303/08/21 22:08106-99-00.651.44 2-Butanone (MEK)35.1 ug/m303/08/21 22:0878-93-34.31.44 Carbon disulfide 2.6 ug/m303/08/21 22:0875-15-00.911.44 Carbon tetrachlorideNDug/m303/08/21 22:0856-23-51.81.44 ChlorobenzeneNDug/m303/08/21 22:08108-90-71.31.44 ChloroethaneNDug/m303/08/21 22:0875-00-30.771.44 ChloroformNDug/m303/08/21 22:0867-66-30.711.44 ChloromethaneNDug/m303/08/21 22:0874-87-30.601.44 Cyclohexane 3.1 ug/m303/08/21 22:08110-82-72.51.44 DibromochloromethaneNDug/m303/08/21 22:08124-48-16.21.44 1,2-Dibromoethane (EDB)NDug/m303/08/21 22:08106-93-41.11.44 1,2-DichlorobenzeneNDug/m303/08/21 22:0895-50-14.41.44 1,3-DichlorobenzeneNDug/m303/08/21 22:08541-73-14.41.44 1,4-DichlorobenzeneNDug/m303/08/21 22:08106-46-74.41.44 Dichlorodifluoromethane 2290 ug/m303/09/21 18:2075-71-843.643.2 1,1-DichloroethaneNDug/m303/08/21 22:0875-34-31.21.44 1,2-DichloroethaneNDug/m303/08/21 22:08107-06-20.591.44 1,1-DichloroetheneNDug/m303/08/21 22:0875-35-41.21.44 cis-1,2-DichloroetheneNDug/m303/08/21 22:08156-59-21.21.44 trans-1,2-DichloroetheneNDug/m303/08/21 22:08156-60-51.21.44 1,2-DichloropropaneNDug/m303/08/21 22:0878-87-51.41.44 cis-1,3-DichloropropeneNDug/m303/08/21 22:0810061-01-51.31.44 trans-1,3-DichloropropeneNDug/m303/08/21 22:0810061-02-61.31.44 Dichlorotetrafluoroethane 2.9 ug/m303/08/21 22:0876-14-22.01.44 Ethanol 23.4 ug/m303/08/21 22:0864-17-52.81.44 Ethyl acetateNDug/m303/08/21 22:08141-78-61.11.44 Ethylbenzene 1.6 ug/m303/08/21 22:08100-41-41.31.44 4-EthyltolueneNDug/m303/08/21 22:08622-96-83.61.44 n-HeptaneNDug/m303/08/21 22:08142-82-51.21.44 Hexachloro-1,3-butadieneNDug/m303/08/21 22:0887-68-37.81.44 n-HexaneNDug/m303/08/21 22:08110-54-31.01.44 2-HexanoneNDug/m303/08/21 22:08591-78-66.01.44 Methylene ChlorideNDug/m303/08/21 22:0875-09-25.11.44 4-Methyl-2-pentanone (MIBK)NDug/m303/08/21 22:08108-10-16.01.44 Methyl-tert-butyl etherNDug/m303/08/21 22:081634-04-45.31.44 NaphthaleneNDug/m303/08/21 22:0891-20-33.81.44 2-Propanol 7.3 ug/m303/08/21 22:0867-63-03.61.44 PropyleneNDug/m303/08/21 22:08115-07-10.501.44 StyreneNDug/m303/08/21 22:08100-42-51.21.44 1,1,2,2-TetrachloroethaneNDug/m303/08/21 22:0879-34-51.01.44 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, 9: Date: 03/10/2021 12:22 PM without the written consent of Pace Analytical Services, LLC. Page 16 of 45 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:B2101579 Pace Project No.:10549396 Sample:SS-14Lab ID:10549396004 Collected:03/01/21 13:16Received:03/01/21 16:10Matrix:Air ParametersResultsUnitsDFPreparedAnalyzedCAS No.QualReport Limit Analytical Method: TO-15 TO15 MSV AIR (TICS) Pace Analytical Services - Minneapolis Tetrachloroethene 210 ug/m303/09/21 18:20127-18-429.843.2 TetrahydrofuranNDug/m303/08/21 22:08109-99-90.861.44 Toluene 11.5 ug/m303/08/21 22:08108-88-31.11.44 1,2,4-TrichlorobenzeneNDug/m303/08/21 22:08120-82-110.91.44 1,1,1-TrichloroethaneNDug/m303/08/21 22:0871-55-61.61.44 1,1,2-TrichloroethaneNDug/m303/08/21 22:0879-00-50.801.44 Trichloroethene 1.5 ug/m303/08/21 22:0879-01-60.791.44 Trichlorofluoromethane 1210 ug/m303/09/21 18:2075-69-449.243.2 1,1,2-TrichlorotrifluoroethaneNDug/m303/08/21 22:0876-13-12.21.44 1,2,4-TrimethylbenzeneNDug/m303/08/21 22:0895-63-61.41.44 1,3,5-TrimethylbenzeneNDug/m303/08/21 22:08108-67-81.41.44 Vinyl acetateNDug/m303/08/21 22:08108-05-41.01.44 Vinyl chlorideNDug/m303/08/21 22:0875-01-40.371.44 m&p-Xylene 3.0 ug/m303/08/21 22:08179601-23-12.51.44 o-XyleneNDug/m303/08/21 22:0895-47-61.31.44 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, :1 Date: 03/10/2021 12:22 PM without the written consent of Pace Analytical Services, LLC. Page 17 of 45 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:B2101579 Pace Project No.:10549396 Sample:SS-13Lab ID:10549396005 Collected:03/01/21 14:00Received:03/01/21 16:10Matrix:Air ParametersResultsUnitsDFPreparedAnalyzedCAS No.QualReport Limit Analytical Method: TO-15 TO15 MSV AIR (TICS) Pace Analytical Services - Minneapolis Acetone 76.9 ug/m303/08/21 22:3567-64-19.51.58 Benzene 12.8 ug/m303/08/21 22:3571-43-20.511.58 Benzyl chlorideNDug/m303/08/21 22:35100-44-74.21.58 BromodichloromethaneNDug/m303/08/21 22:3575-27-42.11.58 BromoformNDug/m303/08/21 22:3575-25-28.31.58 BromomethaneNDug/m303/08/21 22:3574-83-91.21.58 1,3-ButadieneNDug/m303/08/21 22:35106-99-00.711.58 2-Butanone (MEK)39.0 ug/m303/08/21 22:3578-93-34.71.58 Carbon disulfide 2.3 ug/m303/08/21 22:3575-15-01.01.58 Carbon tetrachlorideNDug/m303/08/21 22:3556-23-52.01.58 ChlorobenzeneNDug/m303/08/21 22:35108-90-71.51.58 ChloroethaneNDug/m303/08/21 22:3575-00-30.851.58 ChloroformNDug/m303/08/21 22:3567-66-30.781.58 ChloromethaneNDug/m303/08/21 22:3574-87-30.661.58 CyclohexaneNDug/m303/08/21 22:35110-82-72.81.58 DibromochloromethaneNDug/m303/08/21 22:35124-48-16.81.58 1,2-Dibromoethane (EDB)NDug/m303/08/21 22:35106-93-41.21.58 1,2-DichlorobenzeneNDug/m303/08/21 22:3595-50-14.81.58 1,3-DichlorobenzeneNDug/m303/08/21 22:35541-73-14.81.58 1,4-DichlorobenzeneNDug/m303/08/21 22:35106-46-74.81.58 Dichlorodifluoromethane 21.7 ug/m303/08/21 22:3575-71-81.61.58 1,1-DichloroethaneNDug/m303/08/21 22:3575-34-31.31.58 1,2-DichloroethaneNDug/m303/08/21 22:35107-06-20.651.58 1,1-DichloroetheneNDug/m303/08/21 22:3575-35-41.31.58 cis-1,2-DichloroetheneNDug/m303/08/21 22:35156-59-21.31.58 trans-1,2-DichloroetheneNDug/m303/08/21 22:35156-60-51.31.58 1,2-DichloropropaneNDug/m303/08/21 22:3578-87-51.51.58 cis-1,3-DichloropropeneNDug/m303/08/21 22:3510061-01-51.51.58 trans-1,3-DichloropropeneNDug/m303/08/21 22:3510061-02-61.51.58 DichlorotetrafluoroethaneNDug/m303/08/21 22:3576-14-22.21.58 Ethanol 12.1 ug/m303/08/21 22:3564-17-53.01.58 Ethyl acetateNDug/m303/08/21 22:35141-78-61.21.58 Ethylbenzene 2.0 ug/m303/08/21 22:35100-41-41.41.58 4-EthyltolueneNDug/m303/08/21 22:35622-96-84.01.58 n-HeptaneNDug/m303/08/21 22:35142-82-51.31.58 Hexachloro-1,3-butadieneNDug/m303/08/21 22:3587-68-38.61.58 n-Hexane 13.7 ug/m303/08/21 22:35110-54-31.11.58 2-HexanoneNDug/m303/08/21 22:35591-78-66.61.58 Methylene ChlorideNDug/m303/08/21 22:3575-09-25.61.58 4-Methyl-2-pentanone (MIBK)NDug/m303/08/21 22:35108-10-16.61.58 Methyl-tert-butyl etherNDug/m303/08/21 22:351634-04-45.81.58 NaphthaleneNDug/m303/08/21 22:3591-20-34.21.58 2-PropanolNDug/m303/08/21 22:3567-63-04.01.58 Propylene 308 ug/m303/08/21 22:35115-07-1E0.551.58 Styrene 1.4 ug/m303/08/21 22:35100-42-51.41.58 1,1,2,2-TetrachloroethaneNDug/m303/08/21 22:3579-34-51.11.58 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, :2 Date: 03/10/2021 12:22 PM without the written consent of Pace Analytical Services, LLC. Page 18 of 45 #=AR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 ANALYTICAL RESULTS Project:B2101579 Pace Project No.:10549396 Sample:SS-13Lab ID:10549396005 Collected:03/01/21 14:00Received:03/01/21 16:10Matrix:Air ParametersResultsUnitsDFPreparedAnalyzedCAS No.QualReport Limit Analytical Method: TO-15 TO15 MSV AIR (TICS) Pace Analytical Services - Minneapolis Tetrachloroethene 303 ug/m303/08/21 22:35127-18-41.11.58 TetrahydrofuranNDug/m303/08/21 22:35109-99-90.951.58 Toluene 14.8 ug/m303/08/21 22:35108-88-31.21.58 1,2,4-TrichlorobenzeneNDug/m303/08/21 22:35120-82-111.91.58 1,1,1-TrichloroethaneNDug/m303/08/21 22:3571-55-61.81.58 1,1,2-TrichloroethaneNDug/m303/08/21 22:3579-00-50.881.58 Trichloroethene 1.0 ug/m303/08/21 22:3579-01-60.861.58 TrichlorofluoromethaneNDug/m303/08/21 22:3575-69-41.81.58 1,1,2-TrichlorotrifluoroethaneNDug/m303/08/21 22:3576-13-12.51.58 1,2,4-TrimethylbenzeneNDug/m303/08/21 22:3595-63-61.61.58 1,3,5-TrimethylbenzeneNDug/m303/08/21 22:35108-67-81.61.58 Vinyl acetateNDug/m303/08/21 22:35108-05-41.11.58 Vinyl chlorideNDug/m303/08/21 22:3575-01-40.411.58 m&p-Xylene 3.3 ug/m303/08/21 22:35179601-23-12.81.58 o-XyleneNDug/m303/08/21 22:3595-47-61.41.58 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, :3 Date: 03/10/2021 12:22 PM without the written consent of Pace Analytical Services, LLC. Page 19 of 45 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:B2101579 Pace Project No.:10549396 QC Batch:728123Analysis Method:TO-15 QC Batch Method:TO-15Analysis Description:TO15 MSV AIR Low Level Laboratory:Pace Analytical Services - Minneapolis Associated Lab Samples:10549396001, 10549396002, 10549396003 METHOD BLANK:3881336Matrix:Air Associated Lab Samples: 10549396001, 10549396002, 10549396003 BlankReporting ParameterUnitsResultLimitQualifiersAnalyzed 1,1,1-Trichloroethaneug/m3ND1.103/06/21 11:35 1,1,2,2-Tetrachloroethaneug/m3ND0.7003/06/21 11:35 1,1,2-Trichloroethaneug/m3ND0.5603/06/21 11:35 1,1,2-Trichlorotrifluoroethaneug/m3ND1.603/06/21 11:35 1,1-Dichloroethaneug/m3ND0.8203/06/21 11:35 1,1-Dichloroetheneug/m3ND0.8103/06/21 11:35 1,2,4-Trichlorobenzeneug/m3ND7.503/06/21 11:35 1,2,4-Trimethylbenzeneug/m3ND1.003/06/21 11:35 1,2-Dibromoethane (EDB)ug/m3ND0.7803/06/21 11:35 1,2-Dichlorobenzeneug/m3ND1.203/06/21 11:35 1,2-Dichloroethaneug/m3ND0.4103/06/21 11:35 1,2-Dichloropropaneug/m3ND0.9403/06/21 11:35 1,3,5-Trimethylbenzeneug/m3ND1.003/06/21 11:35 1,3-Butadieneug/m3ND0.4503/06/21 11:35 1,3-Dichlorobenzeneug/m3ND1.203/06/21 11:35 1,4-Dichlorobenzeneug/m3ND3.103/06/21 11:35 2-Butanone (MEK)ug/m3ND3.003/06/21 11:35 2-Hexanoneug/m3ND4.203/06/21 11:35 2-Propanolug/m3ND2.503/06/21 11:35 4-Ethyltolueneug/m3ND2.503/06/21 11:35 4-Methyl-2-pentanone (MIBK)ug/m3ND4.203/06/21 11:35 Acetoneug/m3ND6.003/06/21 11:35 Benzeneug/m3ND0.3203/06/21 11:35 Benzyl chlorideug/m3ND2.603/06/21 11:35 Bromodichloromethaneug/m3ND1.403/06/21 11:35 Bromoformug/m3ND5.203/06/21 11:35 Bromomethaneug/m3ND0.7903/06/21 11:35 Carbon disulfideug/m3ND0.6303/06/21 11:35 Carbon tetrachlorideug/m3ND1.303/06/21 11:35 Chlorobenzeneug/m3ND0.9403/06/21 11:35 Chloroethaneug/m3ND0.5403/06/21 11:35 Chloroformug/m3ND0.5003/06/21 11:35 Chloromethaneug/m3ND0.4203/06/21 11:35 cis-1,2-Dichloroetheneug/m3ND0.8103/06/21 11:35 cis-1,3-Dichloropropeneug/m3ND0.9203/06/21 11:35 Cyclohexaneug/m3ND1.803/06/21 11:35 Dibromochloromethaneug/m3ND1.703/06/21 11:35 Dichlorodifluoromethaneug/m3ND1.003/06/21 11:35 Dichlorotetrafluoroethaneug/m3ND1.403/06/21 11:35 Ethanolug/m3ND1.903/06/21 11:35 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, :4 Date: 03/10/2021 12:22 PM without the written consent of Pace Analytical Services, LLC. Page 20 of 45 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:B2101579 Pace Project No.:10549396 METHOD BLANK:3881336Matrix:Air Associated Lab Samples: 10549396001, 10549396002, 10549396003 BlankReporting ParameterUnitsResultLimitQualifiersAnalyzed Ethyl acetateug/m3ND0.7303/06/21 11:35 Ethylbenzeneug/m3ND0.8803/06/21 11:35 Hexachloro-1,3-butadieneug/m3ND5.403/06/21 11:35 m&p-Xyleneug/m3ND1.803/06/21 11:35 Methyl-tert-butyl etherug/m3ND3.703/06/21 11:35 Methylene Chlorideug/m3ND3.503/06/21 11:35 n-Heptaneug/m3ND0.8303/06/21 11:35 n-Hexaneug/m3ND0.7203/06/21 11:35 Naphthaleneug/m3ND2.703/06/21 11:35 o-Xyleneug/m3ND0.8803/06/21 11:35 Propyleneug/m3ND0.3503/06/21 11:35 Styreneug/m3ND0.8703/06/21 11:35 Tetrachloroetheneug/m3ND0.6903/06/21 11:35 Tetrahydrofuranug/m3ND0.6003/06/21 11:35 Tolueneug/m3ND0.7703/06/21 11:35 trans-1,2-Dichloroetheneug/m3ND0.8103/06/21 11:35 trans-1,3-Dichloropropeneug/m3ND0.9203/06/21 11:35 Trichloroetheneug/m3ND0.5503/06/21 11:35 Trichlorofluoromethaneug/m3ND1.103/06/21 11:35 Vinyl acetateug/m3ND0.7203/06/21 11:35 Vinyl chlorideug/m3ND0.2603/06/21 11:35 LABORATORY CONTROL SAMPLE:3881337 SpikeLCSLCS% Rec ParameterUnitsConc.Result% RecLimitsQualifiers 1,1,1-Trichloroethaneug/m359.159.310070-130 1,1,2,2-Tetrachloroethaneug/m386.375.411470-132 1,1,2-Trichloroethaneug/m365.359.611070-134 1,1,2-Trichlorotrifluoroethaneug/m367.883.68170-130 1,1-Dichloroethaneug/m347.943.910970-133 1,1-Dichloroetheneug/m337.543.58670-130 1,2,4-Trichlorobenzeneug/m31601779069-132 1,2,4-Trimethylbenzeneug/m361.75411470-142 1,2-Dibromoethane (EDB)ug/m391.282.511170-138 1,2-Dichlorobenzeneug/m370.066.210670-146 1,2-Dichloroethaneug/m346.544.410570-132 1,2-Dichloropropaneug/m357.750.611470-134 1,3,5-Trimethylbenzeneug/m360.753.711370-143 1,3-Butadieneug/m324.624.210270-136 1,3-Dichlorobenzeneug/m370.866.310770-145 1,4-Dichlorobenzeneug/m371.466.310870-140 2-Butanone (MEK)ug/m337.232.311550-139 2-Hexanoneug/m351.6SS44.811570-148 2-Propanolug/m31421499567-135 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, :5 Date: 03/10/2021 12:22 PM without the written consent of Pace Analytical Services, LLC. Page 21 of 45 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:B2101579 Pace Project No.:10549396 LABORATORY CONTROL SAMPLE:3881337 SpikeLCSLCS% Rec ParameterUnitsConc.Result% RecLimitsQualifiers 4-Ethyltolueneug/m363.853.711970-145 4-Methyl-2-pentanone (MIBK)ug/m352.1SS44.911670-139 Acetoneug/m31071288464-130 Benzeneug/m335.934.810370-131 Benzyl chlorideug/m355.757.69770-130 Bromodichloromethaneug/m377.373.110670-133 Bromoformug/m31131149970-137 Bromomethaneug/m335.642.58464-134 Carbon disulfideug/m336.634.410670-131 Carbon tetrachlorideug/m370.069.410170-131 Chlorobenzeneug/m351.850.210370-130 Chloroethaneug/m325.228.88769-141 Chloroformug/m353.652.410270-130 Chloromethaneug/m321.022.69370-130 cis-1,2-Dichloroetheneug/m347.343.410970-137 cis-1,3-Dichloropropeneug/m355.8SS49.411370-144 Cyclohexaneug/m343.637.411670-137 Dibromochloromethaneug/m392.593.29970-132 Dichlorodifluoromethaneug/m356.154.610370-130 Dichlorotetrafluoroethaneug/m365.671.29270-130 Ethanolug/m31221249963-133 Ethyl acetateug/m344.9SS38.911570-136 Ethylbenzeneug/m355.447.811670-142 Hexachloro-1,3-butadieneug/m31291339770-135 m&p-Xyleneug/m310895.411370-141 Methyl-tert-butyl etherug/m342.539.610770-143 Methylene Chlorideug/m319719010470-130 n-Heptaneug/m353.344.612070-137 n-Hexaneug/m341.53810970-135 Naphthaleneug/m363.665.29767-132 o-Xyleneug/m354.847.611570-141 Propyleneug/m323.618.912570-130 Styreneug/m347.24710070-142 Tetrachloroetheneug/m369.473.49570-130 Tetrahydrofuranug/m341.1SS32.112870-136 Tolueneug/m347.041.611370-138 trans-1,2-Dichloroetheneug/m348.143.611070-130 trans-1,3-Dichloropropeneug/m354.950.510970-145 Trichloroetheneug/m359.158.410170-130 Trichlorofluoromethaneug/m346.0627469-135 Vinyl acetateug/m352.0SS46.411270-146 Vinyl chlorideug/m326.9289670-137 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, :6 Date: 03/10/2021 12:22 PM without the written consent of Pace Analytical Services, LLC. Page 22 of 45 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:B2101579 Pace Project No.:10549396 SAMPLE DUPLICATE:3881477 10549393001DupMax ParameterUnitsResultResultRPDRPDQualifiers ND 1,1,1-Trichloroethaneug/m3ND25 ND 1,1,2,2-Tetrachloroethaneug/m3ND25 ND 1,1,2-Trichloroethaneug/m3ND25 ND 1,1,2-Trichlorotrifluoroethaneug/m3.47J25 ND 1,1-Dichloroethaneug/m3ND25 ND 1,1-Dichloroetheneug/m3ND25 ND 1,2,4-Trichlorobenzeneug/m3ND25 17.0 1,2,4-Trimethylbenzeneug/m317.1025 ND 1,2-Dibromoethane (EDB)ug/m3ND25 ND 1,2-Dichlorobenzeneug/m3ND25 ND 1,2-Dichloroethaneug/m3ND25 ND 1,2-Dichloropropaneug/m3ND25 6.2 1,3,5-Trimethylbenzeneug/m36.1225 ND 1,3-Butadieneug/m3ND25 ND 1,3-Dichlorobenzeneug/m3ND25 ND 1,4-Dichlorobenzeneug/m3ND25 37.7 2-Butanone (MEK)ug/m340.3725 ND 2-Hexanoneug/m3ND25 38.4 2-Propanolug/m337.2325 5.2 4-Ethyltolueneug/m35.2025 ND 4-Methyl-2-pentanone (MIBK)ug/m32.7JSS25 122 Acetoneug/m3215R15525 30.4 Benzeneug/m332.1625 ND Benzyl chlorideug/m3ND25 ND Bromodichloromethaneug/m3ND25 ND Bromoformug/m3ND25 ND Bromomethaneug/m3ND25 17.3 Carbon disulfideug/m319.81325 ND Carbon tetrachlorideug/m3ND25 4.4 Chlorobenzeneug/m34.5125 ND Chloroethaneug/m3ND25 ND Chloroformug/m3.45J25 5.1 Chloromethaneug/m35.2225 ND cis-1,2-Dichloroetheneug/m3ND25 ND cis-1,3-Dichloropropeneug/m3ND25 15.7 Cyclohexaneug/m314.7725 ND Dibromochloromethaneug/m3ND25 13.2 Dichlorodifluoromethaneug/m313.4125 ND Dichlorotetrafluoroethaneug/m3ND25 78.2 Ethanolug/m377.8125 2.2 Ethyl acetateug/m31.6R1,SS2825 7.1 Ethylbenzeneug/m37.2025 ND Hexachloro-1,3-butadieneug/m3ND25 6.3 m&p-Xyleneug/m36.1425 ND Methyl-tert-butyl etherug/m3ND25 ND Methylene Chlorideug/m3ND25 23.5 n-Heptaneug/m326.51225 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, :7 Date: 03/10/2021 12:22 PM without the written consent of Pace Analytical Services, LLC. Page 23 of 45 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:B2101579 Pace Project No.:10549396 SAMPLE DUPLICATE:3881477 10549393001DupMax ParameterUnitsResultResultRPDRPDQualifiers 44.9 n-Hexaneug/m347.9625 ND Naphthaleneug/m3ND25 3.6 o-Xyleneug/m33.4425 163 Propyleneug/m3394E,R18325 1.5 Styreneug/m31.5525 12.2 Tetrachloroetheneug/m312.0225 10.9 Tetrahydrofuranug/m3ND25 34.2 Tolueneug/m335.4325 ND trans-1,2-Dichloroetheneug/m3ND25 ND trans-1,3-Dichloropropeneug/m3ND25 4.3 Trichloroetheneug/m34.1525 ND Trichlorofluoromethaneug/m31J25 ND Vinyl acetateug/m3ND25 ND Vinyl chlorideug/m3ND25 SAMPLE DUPLICATE:3881478 10549393002DupMax ParameterUnitsResultResultRPDRPDQualifiers ND 1,1,1-Trichloroethaneug/m3ND25 ND 1,1,2,2-Tetrachloroethaneug/m3ND25 ND 1,1,2-Trichloroethaneug/m3ND25 ND 1,1,2-Trichlorotrifluoroethaneug/m3.57J25 ND 1,1-Dichloroethaneug/m3ND25 ND 1,1-Dichloroetheneug/m3ND25 ND 1,2,4-Trichlorobenzeneug/m3ND25 13.8 1,2,4-Trimethylbenzeneug/m314.5525 ND 1,2-Dibromoethane (EDB)ug/m3ND25 ND 1,2-Dichlorobenzeneug/m3ND25 ND 1,2-Dichloroethaneug/m3ND25 ND 1,2-Dichloropropaneug/m3ND25 4.5 1,3,5-Trimethylbenzeneug/m34.4225 ND 1,3-Butadieneug/m3ND25 ND 1,3-Dichlorobenzeneug/m3ND25 ND 1,4-Dichlorobenzeneug/m3ND25 27.4 2-Butanone (MEK)ug/m328.4325 ND 2-Hexanoneug/m31.8JSS25 13.3 2-Propanolug/m313.0225 ND 4-Ethyltolueneug/m32.9J25 ND 4-Methyl-2-pentanone (MIBK)ug/m34.7JSS25 70.8 Acetoneug/m370.2125 3.0 Benzeneug/m33.1325 ND Benzyl chlorideug/m3ND25 ND Bromodichloromethaneug/m3ND25 ND Bromoformug/m3ND25 ND Bromomethaneug/m3ND25 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, :8 Date: 03/10/2021 12:22 PM without the written consent of Pace Analytical Services, LLC. Page 24 of 45 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:B2101579 Pace Project No.:10549396 SAMPLE DUPLICATE:3881478 10549393002DupMax ParameterUnitsResultResultRPDRPDQualifiers 15.4 Carbon disulfideug/m315.6125 ND Carbon tetrachlorideug/m3.33J25 ND Chlorobenzeneug/m3ND25 ND Chloroethaneug/m3ND25 ND Chloroformug/m3ND25 1.4 Chloromethaneug/m31.3225 ND cis-1,2-Dichloroetheneug/m3ND25 ND cis-1,3-Dichloropropeneug/m3ND25 ND Cyclohexaneug/m3.81J25 ND Dibromochloromethaneug/m3ND25 2.6 Dichlorodifluoromethaneug/m33.4R12725 ND Dichlorotetrafluoroethaneug/m3ND25 80.0 Ethanolug/m380.3025 ND Ethyl acetateug/m3ND25 ND Ethylbenzeneug/m3.7J25 ND Hexachloro-1,3-butadieneug/m3ND25 ND m&p-Xyleneug/m32.3J25 ND Methyl-tert-butyl etherug/m3ND25 ND Methylene Chlorideug/m3ND25 4.7 n-Heptaneug/m34.9425 3.1 n-Hexaneug/m33.3625 ND Naphthaleneug/m3ND25 ND o-Xyleneug/m31.1J25 47.5 Propyleneug/m348.3225 ND Styreneug/m3.7J25 ND Tetrachloroetheneug/m3ND25 2.4 Tetrahydrofuranug/m32.4SS225 3.3 Tolueneug/m33.4525 ND trans-1,2-Dichloroetheneug/m3ND25 ND trans-1,3-Dichloropropeneug/m3ND25 ND Trichloroetheneug/m3ND25 ND Trichlorofluoromethaneug/m31.2J25 ND Vinyl acetateug/m3ND25 ND Vinyl chlorideug/m3ND25 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, :9 Date: 03/10/2021 12:22 PM without the written consent of Pace Analytical Services, LLC. Page 25 of 45 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:B2101579 Pace Project No.:10549396 QC Batch:728354Analysis Method:TO-15 QC Batch Method:TO-15Analysis Description:TO15 MSV AIR Low Level Laboratory:Pace Analytical Services - Minneapolis Associated Lab Samples:10549396004, 10549396005 METHOD BLANK:3882147Matrix:Air Associated Lab Samples: 10549396004, 10549396005 BlankReporting ParameterUnitsResultLimitQualifiersAnalyzed 1,1,1-Trichloroethaneug/m3ND0.5603/08/21 10:05 1,1,2,2-Tetrachloroethaneug/m3ND0.3503/08/21 10:05 1,1,2-Trichloroethaneug/m3ND0.2803/08/21 10:05 1,1,2-Trichlorotrifluoroethaneug/m3ND0.7803/08/21 10:05 1,1-Dichloroethaneug/m3ND0.4103/08/21 10:05 1,1-Dichloroetheneug/m3ND0.4003/08/21 10:05 1,2,4-Trichlorobenzeneug/m3ND3.803/08/21 10:05 1,2,4-Trimethylbenzeneug/m3ND0.5003/08/21 10:05 1,2-Dibromoethane (EDB)ug/m3ND0.3903/08/21 10:05 1,2-Dichlorobenzeneug/m3ND1.5MN03/08/21 10:05 1,2-Dichloroethaneug/m3ND0.2103/08/21 10:05 1,2-Dichloropropaneug/m3ND0.4703/08/21 10:05 1,3,5-Trimethylbenzeneug/m3ND0.5003/08/21 10:05 1,3-Butadieneug/m3ND0.2203/08/21 10:05 1,3-Dichlorobenzeneug/m3ND1.5MN03/08/21 10:05 1,4-Dichlorobenzeneug/m3ND1.503/08/21 10:05 2-Butanone (MEK)ug/m3ND1.503/08/21 10:05 2-Hexanoneug/m3ND2.103/08/21 10:05 2-Propanolug/m3ND1.203/08/21 10:05 4-Ethyltolueneug/m3ND1.203/08/21 10:05 4-Methyl-2-pentanone (MIBK)ug/m3ND2.103/08/21 10:05 Acetoneug/m3ND3.003/08/21 10:05 Benzeneug/m3ND0.1603/08/21 10:05 Benzyl chlorideug/m3ND1.303/08/21 10:05 Bromodichloromethaneug/m3ND0.6803/08/21 10:05 Bromoformug/m3ND2.603/08/21 10:05 Bromomethaneug/m3ND0.3903/08/21 10:05 Carbon disulfideug/m3ND0.3203/08/21 10:05 Carbon tetrachlorideug/m3ND0.6403/08/21 10:05 Chlorobenzeneug/m3ND0.4703/08/21 10:05 Chloroethaneug/m3ND0.2703/08/21 10:05 Chloroformug/m3ND0.2503/08/21 10:05 Chloromethaneug/m3ND0.2103/08/21 10:05 cis-1,2-Dichloroetheneug/m3ND0.4003/08/21 10:05 cis-1,3-Dichloropropeneug/m3ND0.4603/08/21 10:05 Cyclohexaneug/m3ND0.8803/08/21 10:05 Dibromochloromethaneug/m3ND2.2MN03/08/21 10:05 Dichlorodifluoromethaneug/m3ND0.5003/08/21 10:05 Dichlorotetrafluoroethaneug/m3ND0.7103/08/21 10:05 Ethanolug/m3ND0.9603/08/21 10:05 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, :: Date: 03/10/2021 12:22 PM without the written consent of Pace Analytical Services, LLC. Page 26 of 45 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:B2101579 Pace Project No.:10549396 METHOD BLANK:3882147Matrix:Air Associated Lab Samples: 10549396004, 10549396005 BlankReporting ParameterUnitsResultLimitQualifiersAnalyzed Ethyl acetateug/m3ND0.3703/08/21 10:05 Ethylbenzeneug/m3ND0.4403/08/21 10:05 Hexachloro-1,3-butadieneug/m3ND2.703/08/21 10:05 m&p-Xyleneug/m3ND0.8803/08/21 10:05 Methyl-tert-butyl etherug/m3ND1.803/08/21 10:05 Methylene Chlorideug/m3ND1.803/08/21 10:05 n-Heptaneug/m3ND0.4203/08/21 10:05 n-Hexaneug/m3ND0.3603/08/21 10:05 Naphthaleneug/m3ND1.303/08/21 10:05 o-Xyleneug/m3ND0.4403/08/21 10:05 Propyleneug/m3ND0.1803/08/21 10:05 Styreneug/m3ND0.4303/08/21 10:05 Tetrachloroetheneug/m3ND0.3403/08/21 10:05 Tetrahydrofuranug/m3ND0.3003/08/21 10:05 Tolueneug/m3ND0.3803/08/21 10:05 trans-1,2-Dichloroetheneug/m3ND0.4003/08/21 10:05 trans-1,3-Dichloropropeneug/m3ND0.4603/08/21 10:05 Trichloroetheneug/m3ND0.2703/08/21 10:05 Trichlorofluoromethaneug/m3ND0.5703/08/21 10:05 Vinyl acetateug/m3ND0.3603/08/21 10:05 Vinyl chlorideug/m3ND0.1303/08/21 10:05 LABORATORY CONTROL SAMPLE:3882148 SpikeLCSLCS% Rec ParameterUnitsConc.Result% RecLimitsQualifiers 1,1,1-Trichloroethaneug/m366.459.311270-130 1,1,2,2-Tetrachloroethaneug/m388.975.411870-132 1,1,2-Trichloroethaneug/m368.559.611570-134 1,1,2-Trichlorotrifluoroethaneug/m389.583.610770-130 1,1-Dichloroethaneug/m349.243.911270-133 1,1-Dichloroetheneug/m346.643.510770-130 1,2,4-Trichlorobenzeneug/m31481778369-132 1,2,4-Trimethylbenzeneug/m353.3549970-142 1,2-Dibromoethane (EDB)ug/m310082.512170-138 1,2-Dichlorobenzeneug/m366.266.210070-146 1,2-Dichloroethaneug/m349.244.411170-132 1,2-Dichloropropaneug/m358.250.611570-134 1,3,5-Trimethylbenzeneug/m354.153.710170-143 1,3-Butadieneug/m326.824.211170-136 1,3-Dichlorobenzeneug/m366.966.310170-145 1,4-Dichlorobenzeneug/m365.366.39970-140 2-Butanone (MEK)ug/m336.732.311450-139 2-Hexanoneug/m343.544.89770-148 2-Propanolug/m314914910067-135 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, 211 Date: 03/10/2021 12:22 PM without the written consent of Pace Analytical Services, LLC. Page 27 of 45 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:B2101579 Pace Project No.:10549396 LABORATORY CONTROL SAMPLE:3882148 SpikeLCSLCS% Rec ParameterUnitsConc.Result% RecLimitsQualifiers 4-Ethyltolueneug/m353.853.710070-145 4-Methyl-2-pentanone (MIBK)ug/m356.544.912670-139 Acetoneug/m31241289764-130 Benzeneug/m338.634.811170-131 Benzyl chlorideug/m363.457.611070-130 Bromodichloromethaneug/m387.173.111970-133 Bromoformug/m313011411470-137 Bromomethaneug/m345.342.510764-134 Carbon disulfideug/m338.834.411370-131 Carbon tetrachlorideug/m390.269.413070-131 Chlorobenzeneug/m357.050.211470-130 Chloroethaneug/m331.128.810869-141 Chloroformug/m357.552.411070-130 Chloromethaneug/m323.422.610470-130 cis-1,2-Dichloroetheneug/m344.843.410370-137 cis-1,3-Dichloropropeneug/m362.549.412770-144 Cyclohexaneug/m346.137.412370-137 Dibromochloromethaneug/m310793.211570-132 Dichlorodifluoromethaneug/m359.554.610970-130 Dichlorotetrafluoroethaneug/m375.871.210670-130 Ethanolug/m31181249663-133 Ethyl acetateug/m345.438.911770-136 Ethylbenzeneug/m359.447.812470-142 Hexachloro-1,3-butadieneug/m31251339570-135 m&p-Xyleneug/m312295.412870-141 Methyl-tert-butyl etherug/m347.239.611970-143 Methylene Chlorideug/m319919010570-130 n-Heptaneug/m351.844.611670-137 n-Hexaneug/m341.83811070-135 Naphthaleneug/m356.565.28767-132 o-Xyleneug/m359.547.612570-141 Propyleneug/m320.918.911170-130 Styreneug/m349.34710570-142 Tetrachloroetheneug/m383.973.411470-130 Tetrahydrofuranug/m338.832.112170-136 Tolueneug/m350.241.612170-138 trans-1,2-Dichloroetheneug/m346.743.610770-130 trans-1,3-Dichloropropeneug/m357.350.511370-145 Trichloroetheneug/m367.358.411570-130 Trichlorofluoromethaneug/m363.96210369-135 Vinyl acetateug/m357.746.412470-146 Vinyl chlorideug/m330.62810970-137 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, 212 Date: 03/10/2021 12:22 PM without the written consent of Pace Analytical Services, LLC. Page 28 of 45 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:B2101579 Pace Project No.:10549396 SAMPLE DUPLICATE:3883256 10550108001DupMax ParameterUnitsResultResultRPDRPDQualifiers ND 1,1,1-Trichloroethaneug/m3ND25 ND 1,1,2,2-Tetrachloroethaneug/m3ND25 ND 1,1,2-Trichloroethaneug/m3ND25 ND 1,1,2-Trichlorotrifluoroethaneug/m3.6J25 ND 1,1-Dichloroethaneug/m3ND25 ND 1,1-Dichloroetheneug/m3ND25 ND 1,2,4-Trichlorobenzeneug/m3ND25 ND 1,2,4-Trimethylbenzeneug/m31J25 ND 1,2-Dibromoethane (EDB)ug/m3ND25 ND 1,2-Dichlorobenzeneug/m3ND25 ND 1,2-Dichloroethaneug/m3ND25 ND 1,2-Dichloropropaneug/m3ND25 ND 1,3,5-Trimethylbenzeneug/m3ND25 ND 1,3-Butadieneug/m3ND25 ND 1,3-Dichlorobenzeneug/m3ND25 ND 1,4-Dichlorobenzeneug/m3ND25 5.8 2-Butanone (MEK)ug/m35.4625 ND 2-Hexanoneug/m3ND25 6.2 2-Propanolug/m36.1225 ND 4-Ethyltolueneug/m3ND25 ND 4-Methyl-2-pentanone (MIBK)ug/m3ND25 20.6 Acetoneug/m318.41125 1.0 Benzeneug/m30.98225 ND Benzyl chlorideug/m3ND25 ND Bromodichloromethaneug/m3ND25 ND Bromoformug/m3ND25 ND Bromomethaneug/m3ND25 ND Carbon disulfideug/m3ND25 ND Carbon tetrachlorideug/m3.5J25 ND Chlorobenzeneug/m3ND25 ND Chloroethaneug/m3ND25 ND Chloroformug/m3ND25 1.1 Chloromethaneug/m31.1625 ND cis-1,2-Dichloroetheneug/m3ND25 ND cis-1,3-Dichloropropeneug/m3ND25 ND Cyclohexaneug/m3.47J25 ND Dibromochloromethaneug/m3ND25 2.9 Dichlorodifluoromethaneug/m32.7725 ND Dichlorotetrafluoroethaneug/m3ND25 15.7 Ethanolug/m314.01225 ND Ethyl acetateug/m3ND25 ND Ethylbenzeneug/m3.3J25 ND Hexachloro-1,3-butadieneug/m3ND25 ND m&p-Xyleneug/m3.72J25 ND Methyl-tert-butyl etherug/m3ND25 ND Methylene Chlorideug/m3ND25 ND n-Heptaneug/m3.56J25 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, 213 Date: 03/10/2021 12:22 PM without the written consent of Pace Analytical Services, LLC. Page 29 of 45 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:B2101579 Pace Project No.:10549396 SAMPLE DUPLICATE:3883256 10550108001DupMax ParameterUnitsResultResultRPDRPDQualifiers ND n-Hexaneug/m3.57J25 ND Naphthaleneug/m33.2J25 ND o-Xyleneug/m3.26J25 ND Propyleneug/m3ND25 ND Styreneug/m3.95J25 ND Tetrachloroetheneug/m3ND25 ND Tetrahydrofuranug/m3ND25 1.4 Tolueneug/m31.4225 ND trans-1,2-Dichloroetheneug/m3.29J25 ND trans-1,3-Dichloropropeneug/m3ND25 ND Trichloroetheneug/m3ND25 ND Trichlorofluoromethaneug/m31.6J25 ND Vinyl acetateug/m3ND25 ND Vinyl chlorideug/m3ND25 SAMPLE DUPLICATE:3883257 10550108003DupMax ParameterUnitsResultResultRPDRPDQualifiers ND 1,1,1-Trichloroethaneug/m3ND25 ND 1,1,2,2-Tetrachloroethaneug/m3ND25 ND 1,1,2-Trichloroethaneug/m3ND25 ND 1,1,2-Trichlorotrifluoroethaneug/m3.64J25 ND 1,1-Dichloroethaneug/m3ND25 ND 1,1-Dichloroetheneug/m3ND25 ND 1,2,4-Trichlorobenzeneug/m3ND25 ND 1,2,4-Trimethylbenzeneug/m31J25 ND 1,2-Dibromoethane (EDB)ug/m3ND25 ND 1,2-Dichlorobenzeneug/m3ND25 ND 1,2-Dichloroethaneug/m3ND25 ND 1,2-Dichloropropaneug/m3ND25 ND 1,3,5-Trimethylbenzeneug/m3ND25 ND 1,3-Butadieneug/m3ND25 ND 1,3-Dichlorobenzeneug/m3ND25 ND 1,4-Dichlorobenzeneug/m3ND25 ND 2-Butanone (MEK)ug/m3ND25 ND 2-Hexanoneug/m3ND25 ND 2-Propanolug/m3ND25 ND 4-Ethyltolueneug/m3ND25 ND 4-Methyl-2-pentanone (MIBK)ug/m3ND25 ND Acetoneug/m38.6J25 1.1 Benzeneug/m31.1125 ND Benzyl chlorideug/m3ND25 ND Bromodichloromethaneug/m3ND25 ND Bromoformug/m3ND25 ND Bromomethaneug/m3ND25 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, 214 Date: 03/10/2021 12:22 PM without the written consent of Pace Analytical Services, LLC. Page 30 of 45 #=QC# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA Project:B2101579 Pace Project No.:10549396 SAMPLE DUPLICATE:3883257 10550108003DupMax ParameterUnitsResultResultRPDRPDQualifiers ND Carbon disulfideug/m3ND25 ND Carbon tetrachlorideug/m3.51J25 ND Chlorobenzeneug/m3ND25 ND Chloroethaneug/m3ND25 ND Chloroformug/m3ND25 1.1 Chloromethaneug/m31.1525 ND cis-1,2-Dichloroetheneug/m3ND25 ND cis-1,3-Dichloropropeneug/m3ND25 ND Cyclohexaneug/m3.53J25 ND Dibromochloromethaneug/m3ND25 3.0 Dichlorodifluoromethaneug/m33.1325 ND Dichlorotetrafluoroethaneug/m3ND25 12.0 Ethanolug/m312.2125 ND Ethyl acetateug/m3ND25 ND Ethylbenzeneug/m3.32J25 ND Hexachloro-1,3-butadieneug/m3ND25 ND m&p-Xyleneug/m3.96J25 ND Methyl-tert-butyl etherug/m3ND25 ND Methylene Chlorideug/m3ND25 ND n-Heptaneug/m3ND25 ND n-Hexaneug/m3.66J25 ND Naphthaleneug/m33J25 ND o-Xyleneug/m3.37J25 ND Propyleneug/m3ND25 ND Styreneug/m31J25 ND Tetrachloroetheneug/m3ND25 ND Tetrahydrofuranug/m3ND25 1.6 Tolueneug/m31.6525 27.0 trans-1,2-Dichloroetheneug/m327.1025 ND trans-1,3-Dichloropropeneug/m3ND25 ND Trichloroetheneug/m3ND25 ND Trichlorofluoromethaneug/m31.725 ND Vinyl acetateug/m3ND25 ND Vinyl chlorideug/m3ND25 Results presented on this page are in the units indicated by the "Units" column except where an alternate unit is presented to the right of the result. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, 215 Date: 03/10/2021 12:22 PM without the written consent of Pace Analytical Services, LLC. Page 31 of 45 #=QL# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 QUALIFIERS Project:B2101579 Pace Project No.:10549396 DEFINITIONS DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot. ND - Not Detected at or above adjusted reporting limit. TNTC - Too Numerous To Count J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit. MDL - Adjusted Method Detection Limit. PQL - Practical Quantitation Limit. RL - Reporting Limit - The lowest concentration value that meets project requirements for quantitative data with known precision and bias for a specific analyte in a specific matrix. S - Surrogate 1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is a combined concentration. Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values. LCS(D) - Laboratory Control Sample (Duplicate) MS(D) - Matrix Spike (Duplicate) DUP - Sample Duplicate RPD - Relative Percent Difference NC - Not Calculable. SG - Silica Gel - Clean-Up U - Indicates the compound was analyzed for, but not detected. N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for each analyte is a combined concentration. Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes. TNI - The NELAC Institute. SAMPLE QUALIFIERS Sample: 10549396001 \[1\]The Total Hydrocarbon (THC) pattern occured in the first half of the chromatogram (before toluene). Sample: 10549396002 \[1\]The Total Hydrocarbon (THC) pattern is evenly distributed throughout the chromatogram (before and after toluene). Sample: 10549396003 \[1\]The Total Hydrocarbon (THC) pattern occured in the first half of the chromatogram (before toluene). Sample: 10549396004 \[1\]The Total Hydrocarbon (THC) pattern is evenly distributed throughout the chromatogram (before and after toluene). Sample: 10549396005 \[1\]The Total Hydrocarbon (THC) pattern occured in the first half of the chromatogram (before toluene). ANALYTE QUALIFIERS E Analyte concentration exceeded the calibration range. The reported result is estimated. The reporting limit has been raised in accordance with Minnesota Statutes 4740.2100 Subpart 8. C, D. Reporting Limit MN Evaluation Rule. NThe reported TIC has an 85% or higher match on a mass spectral library search. R1RPD value was outside control limits. This analyte did not meet the secondary source verification criteria for the initial calibration. The reported result should be SS considered an estimated value. REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, 216 Date: 03/10/2021 12:22 PM without the written consent of Pace Analytical Services, LLC. Page 32 of 45 #=CR# Pace Analytical Services, LLC 1700 Elm Street - Suite 200 Jufn!7/ Minneapolis, MN 55414 (612)607-1700 QUALITY CONTROL DATA CROSS REFERENCE TABLE Project:B2101579 Pace Project No.:10549396 Analytical Lab IDSample IDQC Batch MethodQC BatchAnalytical MethodBatch 10549396001SS-16 TO-15728123 10549396002SS-17 TO-15728123 10549396003SS-15 TO-15728123 10549396004SS-14 TO-15728354 10549396005SS-13 TO-15728354 REPORT OF LABORATORY ANALYSIS This report shall not be reproduced, except in full, 217 Date: 03/10/2021 12:22 PM without the written consent of Pace Analytical Services, LLC. 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SEPERATION. FIELD PROPERTY LINE PROP. IE(S)=841.90EX. IE(E/W)=±841.60ELEVATION TO MATCH FINISHED GRADE)RIM=XXX.XX (FIELD VERIFY)(FIELD VERIFY AND ADJUST PROPOSED RIMSANITARY PER CITY STANDARDSCONSTRUCT NEW SANMH OVER EX. 8" WATERMAIN IE=843.59 8"X8" SANITARY WYE CITY STANDARDSEXISTING 6"MAKE CONNECTION WATERMAIN PERW/ GATE VALVE TO SANITARY @ 2.60%269 LF 8" PVC SDR 26 SANITARY @ 1.42%36 LF 8" PVC SDR 26 SANITARY @ 2.00%36 LF 8" PVC SDR 26 STUB IE=844.31BLDG. COORDINATE W/ MECH'LSTUB SANITARY TO 5' FROM INVERT OPENING AS NEEDED.INVERT. GROUT OLD SOUTHERNEX. IE(S)=850.88 (ADJUSTED)RIM=862.67 POUR SLOPED BENCH PER NEW INLET(FIELD VERIFY)PROP. IE(W)=849.58" SANITARY PER CITY STANDARDSCONSTRUCT SANMH.A OVER EXISTING WATERMAIN AS NEEDED IN IE(N)=848.89IE(E)=848.99GRADE)RIM ELEVATION TO MATCH FINISHED(FIELD VERIFY AND ADJUST PROPOSEDRIM=XXX.XXSANMH.B CONTRACTOR TO LOWER LOCATION OF SANITARY (FIELD VERIFY)PROP. IE(NE)=855.90EX. IE (S)=855.90EX. RIM=860.80EX. CB PER CITY STANDARDSCORE DRILL CONNECTION TO SEWER CROSSINGS LOCATION, SEE GRADING PLAN FIELD VERIFY ELEVATIONS AT BOTTOM OF WALL TO MATCH (4) 45° DIP BENDS EXISTING GRADE IN THIS STORM @ 0.55% 110 LF 12" RCP FROM BLDG. COORD. W/ MECH'L STUB 6" DIP FIRE WATER SERVICE TO 5' STUB 4" DIP DOMESTIC WATER SERVICE TO 5' FROM BLDG. COORD. W/ MECH'L INFILTRATION DT IE(W)=859.15 INLET IE=857.49 8" INLET TO SUMP=856.15 CHAMBER IE=855.00 AREA DRAIN RIM=862.15 12" OUTLET RIM=855.75 IE=859.15 P IE=856.50 IE=854.00 R O SANITARY SEWER BUILDING STUB PCB 3 THE MECHANICAL ENGINEER AND E LOCATIONS TO BE DESIGNED BY R T Y PIPE MATERIALS, SIZES, AND ALL FINAL WATERMAIN AND L COORDINATED WITH CIVIL. I N E STORM @ 1.38%35 LF 6" PVC SCH40 STORM @ 2.00%83 LF 12" RCP IE=857.42 P R STORM @ 2.00% O INLET P SUMP=854.00E 4 LF 12" RCP R RIM=861.50 T IE=857.50 Y IE=853.60OUT FACE OF RETAINING WALLDAYLIGHT 6" PVC SCH40 STORM CBMH 1 L I DETAIL 1 ON SHEET C5.2. SEEN SHEET C4.1 FOR DRAINTILE PLANCONNECTED TO DRAINTILE PERALL DOWNSPOUTS TO BE E ALL EXISTING SMALL UTILITIES AND EXISTING AND CONSTRUCTION OF PROPOSED SMALL UTILITIES WITH SUBCONTRACTORS AS NEEDED. CONTRACTOR TO FIELD VERIFY FIRE DEPARTMENT COORDINATE REMOVAL OF CONNECTION IE=856.106" DIP WATERMAIN STORM @ 2.00% INLET 93 LF 12" RCP PER CITY STANDARDSHYDRANT AND GV,ALL DOWNSPOUTS TO BE PIPED IE=856.34INLET RISER, TYP.ACCESS DIRECTLY TO STORMSEWER CITY STANDARDSEXISTING 6"MAKE CONNECTION WATERMAIN PERW/ GATE VALVE TO STORM @ 2.00% 106 LF 12" RCP BASIN. SEE BRAUN GEOTECH REPORTENSURE NO COMPACTION OF SOILS BELOWOVEREXCAVATED, NON-CLAYEY SOILS.CONSTRUCTION SAND AND NATIVE,DISCOVERED. BACKFILL WITHOVER ENTIRE FOOTPRINT, TO APPROX100-YR HWL=859.89BOT STONE=853.50IE 72" CMP=854.0012" OE=856.50SECTION FOR CBMH 179.00' X 44.00' FOOTPRINT MINUS 8.00' X 6.00'(5) ROWS W/ (4*) CHAMBERS PER(2) HEADERS72" PERF. CMPUNDERGROUND INFILTRATION SYSTEMU ADDENDUM DATED 7/22/20*843.00 AND REMOVE ALL CLAYEY SOILS* OVEREXCAVATE BELOW BOTTOM OF BASIN,TOP 72" CMP=860.00TOP STONE=860.50 IE=857.96 SUMP=854.96DT IE(N)=857.96RIM=861.96CB 2 NDER G EX. 18" RCP STORM @ 0.55% (AB) R OU DT IE(NW)=858.46 ND INFILTRATI SUMP=855.46 RIM=862.46 IE=858.46 P R O PCB 4 E R T Y O L 100-YR HWL AROUND LANDLOCKED STRUCTURE=851.19HOOD IN STRUCTUREINSTALL WITH SAFL BAFFLE ANDSUMP=845.00PROP. IE(S)=848.00EX. IE(N)=848.00RIM=850.70INVERT TO THE NORTHCITY STANDARDS. MATCH RIM ANDLOCATION OF REMOVED CBMH PERCONSTRUCT NEW CATCH BASIN IN I N N E S Y S TEM P R O P E R T Y L I N E PROPERTY LINE PROPERTY LINE GENERAL UTILITY NOTES: CITY OF FRIDLEY UTILITY NOTES: Know what's UTILITY LEGEND: R N PROJECT NUMBER:18271.01 civilsitegroup.com 02/25/21ASI #212/02/20ADDENDUM #509/28/20WATERSHED COMMENTS04/09/19ADDN #1REVIEWED BY:DRAWN BY:20.09.2820.09.16WATERSHED CAPROC COMMENT20.07.2420.05.2719.04.05CITY REVISIONS/ PERMIT SET19.03.1518.12.07CITY SUBMITTAL18.12.0418.11.16 ND/KTND/KT PREPARED BY ME OR UNDER MY DIRECTPROJECT DATE DATEDATE LICENSED PROFESSIONAL ENGINEER SUPERVISION AND THAT I AM A DULY ISSUE/SUBMITTAL SUMMARY UNDER THE LAWS OF THE STATE OF I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS .... ........07/24/20 REVISION SUMMARY DESCRIPTIONCITY COMMENTS/ PERMIT SETOwner Comments- Plant ChangesCity SubmittalDESCRIPTION WATERSHED CAPROC COMMENTWATERSHED RESUBMITTALWATERSHED SUBMITTAL c COPYRIGHT 2017 CIVIL SITE GROUP INC. Matthew R. Pavek FRIDLEY SENIOR MINNESOTA. C4.0 UTILITY PLAN LICENSE NO. 6431 UNIVERSITY AVENUE FRIDLEY, MN 55421 231 44263 Fridley Investments Minneapois, MN Jufn!7/ June 9, 2021 VIA EMAIL Steve Dunbar Willows Bend Senior Living LLC 323 Washington Avenue North Suite 200 Minneapolis, MN 55401-2206 RE: Approval of Response Action Plan Addendum 1 City of Fridley City Hall, 6431 University Avenue Northeast, Fridley MPCA Site ID: BF0001383 Billing ID: 47406 PIN: 14-30-24-31-0087, 14-30-24-31-0088, 14-30-24-31-0089, 14-30-24-31-0090, 14-30-24-31- 0091, 14-30-24-31-0092, 14-30-24-31-0093, 14-30-24-31-0095, 14-30-24-31-0096, 14-30-24-31- 0099, 14-30-24-31-0100 Dear Steve Dunbar: The Minnesota Pollution Control Agency (MPCA) Brownfield staff in the Petroleum Brownfield (PB) and Voluntary Investigation and Cleanup (VIC) Programs have reviewed the Response Action Plan Addendum (RAP Addendum) submitted for the City of Fridley City Hall site, located at the address referenced above (the Site). The RAP Addendum dated April 2, 2021, was prepared and submitted on your behalf by Braun Intertec. The current eleven parcel Site is a mostly vacant site with an empty storage garages, a decommissioned indoor gun range, and associated parking lot remaining along the north boundary at the time of the Site reconnaissance. The Site was formerly developed with three structures collectively known as the City of Fridley Municipal Center. A fuel oil release was discovered on the Site in 1995, associated to an 8,000 gallon fuel oil tank, and subsequently closed in 2003. Petroleum contaminated soil and groundwater remained at the Site. Two fuel oil underground storage tanks (USTs) were removed in 2019. Recent environmental investigations indicate petroleum impacted soils and groundwater are present in the vicinity of the former fuel oil basins located north of the former City Hall building. Groundwater impacts included: benzene, ethylbenzene, naphthalene, 1,2,4-trimethylbenzene, xylenes, acennapthalene, and fluorine. A RAP and Construction Contingency Plan (CCP) dated October 29, 2020, detailing soil management of petroleum impacted soils on site was approved by the MPCA on January 29, 2021. Additional soil vapor sampling completed after RAP and CCP approval detected tetrachloroethene (PCE) at concentrations greater than thirty-three times (33x) it residential intrusion screening value (ISV). The RAP Addendum proposes installation of a vapor mitigation system and post-mitigation confirmation sampling. It also proposes changing the stormwater features to discharge to city storm sewers to avoid 232 t-rem-vic2-15 · LB 1537 · 3/15/19 Jufn!7/ Steve Dunbar Page 2 June 9, 2021 mobilization of any groundwater contamination. An environmental covenant will need to be filed prior to issuance of final assurance letters for the Site. The RAP Addendum 1 is approved, subject to the following conditions: 1.!Increase the number of confirmation sample sets to eight per the Appendix C: Suggested number of samples per building foundation size found in the MPCA Vapor Intrusion Best Management Practices. https://www.pca.state.mn.us/waste/vapor-intrusion-best- management-practices 2.!Correction: Pressure field extension differential should be at least -3.0 pascals in the heating season and -5.0 pascals in the non-heating season. This RAP Addendum 1 Approval is part of the original RAP and CCP that were previously approved on January 29, 2021. An implementation report describing the completed response action activities, sampling results, soil management and disposal and imported soils shall be prepared and submitted to the MPCA. If the implementation report will not be submitted within one year of the date of this letter, please notify the MPCA project staff of the status of the development. Approval of this plan does not suggest that any of the costs incurred will be eligible for reimbursement from the Petro Board. This letter is subject to the disclaimers found in Attachment A. If you have any questions about this letter, please contact Stacey VanPatten, Project Manager, at 651-757-2425 or by email at stacey.vanpatten@state.mn.us or Mark Ostby, Hydrologist, at 651-757-2283, or by email at mark.ostby@state.mn.us. Sincerely, Stacey Hendry-VanPatten Mark Ostby This document has been electronically signed. This document has been electronically signed. Stacey Hendry-VanPatten Mark Ostby Supervisor Hydrologist Petroleum Remediation Unit 3 Remediation Division Remediation Division SHV:MO:mh Enclosure cc: Mark Keefer, Braun Intertec (electronic) 233 Jufn!7/ Attachment A Disclaimers City of Fridley City Hall MPCA Site ID: BF0001383 1.!Reservation of authorities The Minnesota Pollution Control Agency (MPCA) Commissioner reserves the authority to take any appropriate actions with respect to any release, threatened release, or other conditions at the Site. The MPCA Commissioner also reserves the authority to take such actions if the voluntary party does not proceed in the manner described in this letter or if actions taken or omitted by the voluntary party with respect to the Site contribute to any release or threatened release, or create an imminent and substantial danger to public health and welfare. 2.!No MPCA assumption of liability The MPCA, its Commissioner, and staff do not assume any liability for any release, threatened release or other conditions at the Site or for any actions taken or omitted by the voluntary party with regard to the release, threatened release, or other conditions at the Site, whether the actions taken or omitted are in accordance with this letter or otherwise. 3.!Letter based on current information All statements, conclusions, and representations in this letter are based upon information known to the MPCA Commissioner and staff at the time this letter was issued. The MPCA Commissioner and staff reserve the authority to modify or rescind any such statement, conclusion or representation and to take any appropriate action under his authority if the MPCA Commissioner or staff acquires information after issuance of this letter that provides a basis for such modification or action. 4.!Disclaimer regarding use or development of the property The MPCA, its Commissioner, and staff do not warrant that the Site is suitable or appropriate for any particular use. 5.!Disclaimer regarding investigative or response action at the property Nothing in this letter is intended to authorize any response action under Minn. Stat. § 115B.17, subd.12. 6.!This approval does not supplant any applicable state or local stormwater permits, ordinances, or other regulatory documents. 234 Page 1 of 1 Jufn!7/ 235 Table 1 Soil Vapor Analytical Results Jufn!7/ Willows Bend Senior Living Fridley, Minnesota Project B2101579 Sample Identifier and Date Collected 33X Residential ISV CAS No. Compound/Parameter SS-13SS-14SS-15SS-16SS-17 3 (g/m) 03/01/202103/01/202103/01/202103/01/202103/01/2021 3 Volatile Organic Compounds (VOCs) (g/m) Acetone67-64-1 76.911333.8<8.4 117 1,100,000 Benzene71-43-2 12.88.73.25.43.9 43 2-Butanone (Methyl ethyl ketone, MEK)78-93-3 39.035.113.515.925.2 100,000 Carbon disulfide75-15-0 2.32.62.02.01.5 28,000 Chlorobenzene108-90-7<1.5<1.3 1.8<1.3<1.31,700 Cyclohexane110-82-7<2.8 3.1<2.5<2.4<2.4210,000 Dichlorodifluoromethane (Freon 12)75-71-8 21.72,29011,4002,2405,020 NE 1,2-Dichlorotetrafluoroethane 76-14-2<2.2 2.9<2.0<2.0<1.9NE Ethanol64-17-5 12.123.415.13.8202 NE Ethylbenzene100-41-4 2.01.6<1.3 1.3<1.2140 n-Heptane142-82-5<1.3<1.2 2.45.05.4 14,000 n-Hexane110-54-3 13.7<1.0<1.0 7.8<0.9724,000 Methyl isobutyl ketone (MIBK, \[3\]\[3\] 108-10-1<6.6<6.0<5.8 100,000 6.3 6.1 4-Methyl-2-pentanone) 2-Propanol (Isopropyl alcohol)67-63-0<4.0 7.37.0<3.5 47.5 7,000 \[1\] Propylene115-07-1<0.50<0.50<0.49 156 100,000 308 Styrene100-42-5 1.4<1.2<1.2<1.2<1.231,000 Tetrachloroethene (Perchloroethene, PCE)127-18-4 3032102.3<0.96 0.97 110 Toluene108-88-3 14.811.56.68.27.6 140,000 1,1,1-Trichloroethane71-55-6<1.8<1.6<1.6<1.5 3.6 170,000 \[b\] Trichloroethene (TCE)79-01-6 1.01.5<0.79<0.76<0.74 70 Trichlorofluoromethane (Freon 11)75-69-4<1.8 1,21022,5002,7607.2 33,000 Xylenes, m- & p-179601-23-1 3.33.0<2.5<2.5<2.4NE All other Reported Volatile Organic ---<RL<RL<RL<RL<RL--- Compounds Notes Minnesota Pollution Control Agency (MPCA) Intrusion Screening Values (ISVs) were updated in January 2021. 3 g/m = Micrograms per cubic meter. < = Not detected at or above the laboratory reporting limit indicated. --- = Not analyzed or calculated for this parameter or not applicable. RL = Reporting limits for other parameters that are not listed individually in this table because their concentrations were below reporting limits provided in the laboratory report. NE = Regulatory limit not established for this parameter. \[b\] = In existing buildings, indoor air results exceeding the ISV or sub-slab results exceeding 33X ISV may require expedited action when a woman who is pregnant or could become pregnant is present. \[d\] = The laboratory reports values for m- & p- xylenes and o-xylene, however the regulatory limit is for the combination of m-, p-, and o-xylenes. Exceeds 33X Residential ISV \[1\] \[E\] Analyte concentration exceeded the calibration range. The reported result is estimated. \[2\] \[N\] The reported TIC has an 85% or higher match on a mass spectral library search. \[3\] \[SS\] This analyte did not meet the secondary source verification criteria for the initial calibration. The reported result should be considered an estimated value. 236 Page 1 of 1 Jufn!8/ AGENDA REPORT Meeting Date:November 8, 2021 Meeting Type:City Council Submitted By:Roberta Collins, Assistant to the City Manager Title Resolution No. 2021-113, Approving Claims for the Period Ending November 3, 2021 Background Attached is Resolution No. 2021-113 and the Claims Report for the period ending November 3, 2021. Financial Impact Included in the budget. Recommendation Staff recommend approval of Resolution No. 2021-113. Focus on Fridley Strategic Alignment Vibrant Neighborhoods &PlacesCommunity Identity &Relationship Building X Financial Stability & Commercial ProsperityPublic Safety & Environmental Stewardship Organizational Excellence Attachments and Other Resources Resolution No. 2021-113 Exhibit A: City Council Claims Report Vision Statement We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses. 237 Jufn!8/ Resolution No. 2021-113 Approving Claims for the Period Ending November 3, 2021 Whereas, Minnesota Statute § 412.271 generally requires the City Council to review and approve claims for goods and services prior to the release of payment; and Whereas, a list of such claims for the period ending November 3, 2021, was reviewed by the City Council. Now, therefore, be it resolved, that the City Council of the City of Fridley hereby approves the payment of the claims attached hereto as Exhibit A. th Passed and adopted by the City Council of the City of Fridley this 8 day of November, 2021. _______________________________________ Scott J. Lund Mayor Attest: Melissa Moore City Clerk 238 Jufn!8/ 239 Jufn!8/ 23: Jufn!8/ 241 Jufn!8/ 242 Jufn!8/ 243 Jufn!8/ 244 Jufn!8/ 245 Jufn!8/ 246 Jufn!8/ 247 Jufn!8/ 248 Jufn!8/ 249 Jufn!8/ 24: Jufn!8/ 251 Jufn!8/ 252 Jufn!8/ 253 Jufn!8/ 254 Jufn!8/ 255 Jufn!8/ 256 Jufn!8/ 257 Jufn!8/ 258 Jufn!8/ 259 Jufn!8/ 25: Jufn!8/ 261 Jufn!8/ 262 Jufn!8/ 263 Jufn!8/ 264 Jufn!8/ 265 Jufn!8/ 266 Jufn!8/ 267 Jufn!8/ 268 Jufn!8/ 269 Jufn!9/ AGENDA REPORT Meeting Date:November 8, 2021 Meeting Type:City Council Submitted By:Scott Hickok, Community Development Director Stacy Stromberg, Planning Manager NancyS.Abts, Associate Planner Title: Ordinance No. 1396, Amending the Fridley City Code Chapter 214, Signs (First Reading) Background Recent decisions by the U.S. Supreme Court have impacted the ways that cities are able to regulate signs. As described in Attachment 3, blanket regulations based on the content of a sign are difficult to defend following the decision in Reed v. Gilbert(Exhibit B).As an example of a content-based regulation, fferently than other types of signs not related to the sale or lease of property. Instead of content, best practices for sign ordinances involvefocusing on the physical characteristics of a sign. These include size, placement, and materials. The City of Fridley (City) has been working on revising Chapter 214,Signs, in light of the new approach needed to address sign regulations. The substance or effect of the ordinance has not been substantially altered, but the language and approachesused havebeen significantly changed. To follow a content-neutral approach to regulating signs, thecurrent (Exhibit A) discussion of Identification, defined as a sign which identifiesthe name ofa neighborhood, a residential isreplaced withregulations forGateway,-standing sign located near a principal entranceof a Similarly, specific types of temporary signs allowed without permits in the current ordinance, including Rummage/Garage SaleSigns, Real Estate Signs,Personal Expression Signs,and Construction Signs, will now all be treated as Temporary Signs, and, on Commercial and Institutional properties,as Static Display Area Signage. Under the new ordinance, temporary signs in residential districts do not need a permit, and the refacing of signs (e.g., swappingwithGrand Openingor sign) in a Static Display Area Signage display would not need a permit. This approach allows propertiesto display the same types of signs as the current ordinance, while also providing additional flexibilityin messaging. The methods for determining how many permanent freestanding and wall signs are allowed on a property and the sign size are unchanged in the revised ordinance. Vision Statement We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses. 26: Jufn!9/ The most significant substantive changes to the ordinance involve temporary signs. Under the current the messages in the example above need a Temporary Sign Permit and are limited to a maximum of two, 14- day permits a year. Under the proposed ordinance, commercial properties would be allowed to display temporary signs as often as they like, provided they obtain a Temporary Sign Permit. The types of temporary signs that will require this type of signs. recommendation, the proposed ordinance will allow up to two Temporary Signs per street frontage on properties with more than 100 feet of street frontage. Commercial properties will also be allowed to have a Static Display Area Signapproved with a standard Sign Permitwhich provides an opportunity for businesses to post signs made from durable weatherproof materials (e.g., plywood) and to change the messaging on these signs without applying for a sign permit. The Static Display Area Sign takes the place of Real Estate Signs and Construction Signs in the current ordinance, while allowing additional flexibility for properties. The current Zoning Map, showing the location of Residential and Commercial districts, is provided as Attachment 4. Changes are also proposed for the approval process for Comprehensive Sign Plans. These would now be reviewed administratively rather than by the City Council. The new ordinance also clarifies that any commercial sign message can be replaced with a noncommercial message. It allows changing the message on any previously approved sign without the need to apply for a permit. This allows any future sign to be used as what the current ordinance calls a Personal Expression Sign. Substantive regulatory changes to the Code include: Notable Changes Old Code New Code in Regulation Content based Removed any provision that These signs are now called Static signs regulated the content of a sign. If Display Signs and Temporary Signs you have to read the sign to and the code regulates the size, determine how big it can be, where placement and material the same is it can be placed, and how long it can made out of. remain on the property, that regulates content and has been Do not have to read the sign to removed (e.g. garage sale, for lease, determine how it is regulated. or political signs). Temporary Signs Single tenant building two signs No minimum provided the business allowance for per year gets a permit. Allowed one per businesses property or two per property at one Vision Statement We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses. 271 Jufn!9/ Multi-tenant building depended time if the property has over 100 upon how many businesses were in feet of street frontage. the building, maximum amount is eight The Planning Commission held a public hearing for TA #21-04 at their October 20, 2021, meeting. After a brief discussion, the Commission recommended that the temporary sign language be modified to allow commercial/industrial properties with over 100 feet of street frontage to have up to two temporary signs at one time, as opposed to limiting these properties to one sign. The Commission then unanimously recommended approval of TA# 21-04 with the suggested modification. No comments were received from the public regarding this item. A public hearing notice was published in the Star Tribune on October 8, 2021. Unless otherwise directed by Council, a second reading of this ordinance is scheduled for November 22, 2021. Financial Impact Under the new ordinance, permits will not be required for changes only The City will no longer issue permits for a The revenue associated with these permits will no longer be received; however, the possibility for additional temporary signs may provide offsetting permit revenue. Permits will still be required for new signs and for structural changes to existing signs. Changes to permit fees are proposed as Ordinance No. 1397, which proposes an amendment to Fridley City Code Chapter 11. Recommendation Staff recommend the Council conduct a first reading of Ordinance No. 1396. Attachments and Other Resources !Ordinance No. 1396 !Summary Ordinance No. 1396 (for publication) !Exhibit A: Current Ordinance Chapter 214 !Exhibit B: League of Minnesota Cities Sign Ordinances and the First Amendment !Exhibit C: Zoning Map Vision Statement We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses. 272 Jufn!9/ Ordinance No. 1396 Amending the Fridley City Code Chapter 214, Signs The City Council of the City of Fridley does ordain, after review, examination and staff recommendation that Chapter 214, Signs, of the Fridley City Code be amended as follows: Section 1. with the language in Section 2 of this Ordinance. Section 2. That Chapter Fridley City Code Chapter 214 Signs 214.01 Purpose The purpose of this Chapter is to provide a comprehensive and constitutionally-sound ordinance providing for the regulation of signs in the City of Fridley (City). Regulation of signs is necessary to prevent traffic hazards and personal and/or property damage. The purpose of this Chapter is to: 1. Regulate the number, location, size, type, illumination, and other physical characteristics of signs within the City in order to promote the public health, safety, and welfare; 2. Maintain, enhance, and improve the aesthetic environment of the City by preventing visual clutter that is harmful to the appearance of the community; 3. Improve the visual appearance of the City while providing for effective means of safety and aesthetics; and 4. Provide for the fair and consistent enforcement of this Chapter. It is not the purpose or intent of this Chapter to regulate the message displayed on any sign, to regulate any building design or any display not defined as a sign, nor to regulate any sign which cannot be viewed from outside a building. 273 Jufn!9/ 214.02 Definitions Abandoned Sign: A sign which: 1. Is displayed after expiration of a Sign Permit; 2. Remains after demolition of a principal structure located on the real property where the Sign is located. Any Sign meeting this definition shall be considered abandoned even if the Sign is legally nonconforming or authorized pursuant to a Special Use Permit or variance. Address Sign: A Sign consisting of numbers or numbers and a street name, identifying the address of a building and/or property. Alteration: Any major change to a Sign Structure, a Sign Face, or a Sign Area. Alteration does not include changes to the if the message solely is changed without altering the Sign Face, Sign Structure, or the surface of the Sign. Area Gateway Sign: A permanent, free-standing Sign located near a principal entrance of a residential or commercial property or group of properties sharing a common identity (e.g., plat, neighborhood, development, etc.). Bench Sign: A Sign which is attached to the front and rear surfaces of a backrest of a bench. Billboard: A permanent, free-standing Sign with a standard Sign Area of 14 foot by 48 foot. Changeable Message: A message on a Sign or portion thereof with characters, letters, pictures, panels, or illustrations that can be changed, rearranged, or replaced electronically or manually without altering the Sign Face or the Sign Structure. Commercial Speech: Speech advertising a business, profession, commodity, service, or entertainment. Directional Sign: A permanent freestanding sign located no closer than 10 feet to a property line or driveway and situated so as to be readily visible to vehicles and pedestrians accessing the property. District: A zoning district as defined in Chapter 205 Zoning of the City Code. Electronic Changeable Message: Programmable electronic message board, and/or programmable illuminated sign. 274 Jufn!9/ Flag: Any fabric or similar lightweight material attached at one edge or no more than two corners of the material, usually to a staff or pole, to allow movement of the material and which contains distinctive colors, patterns, symbols, or text. If any dimension of a flag is more than three times as long as any other dimension, it shall be regulated as a temporary sign for the purposes of this section. Flashing Sign: A directly or indirectly Illuminated Sign which exhibits changing light or color effect by any means, to provide the illusion of intermittent flashing light, zooming, twinkling, or sparkling by means of animation. Free-Standing Sign: A Sign which is located on the ground and not attached to any part of a building or structure. Illuminated Sign: A Sign which contains an element designed to emanate artificial light internally or externally. Incidental Sign: A small sign with a purpose secondary and accessory to the uses on the property on which it is located. No sign with a message legible off the premises shall be considered incidental. Institution: A public or private institution including but not limited to places of worship, schools, hospitals and medical clinics. Institutional Sign: A Sign on the premise of an Institution. Interstate 694 Corridor: Any real property immediately adjacent to and within 275 feet of the centerline of Interstate 694 right-of-way. Interstate 694 Primary Sign: A permanent, free-standing Sign located within the Interstate 694 Corridor, intended to be visible from Interstate 694, and constructed and/or erected pursuant to § 214.15 Interstate 694 Corridor Signage. Interstate 694 Secondary Sign: A permanent, free-standing Sign located on real property within the Interstate 694 corridor, intended to be visible from public right-of-way intersecting Interstate 694, and constructed and/or erected pursuant to § 214.15 Interstate 694 Corridor Signage. Multiple Use Non-Residential Building: A building designed for multiple occupancy of non- residential tenants. Motion Sign: A Sign which revolves, rotates, has moving parts, or gives the illusion of motion. Motion Sign does not include Walking Signs, or Changeable Signs or Flashing Signs if the sole motion is changing lights, illuminance, or the message. 275 Jufn!9/ Mural: An image painted or applied to the exterior of a building wall or other permanent structure, and for which no more than five percent of the total area covered by the mural, or 100 square feet (whichever is less), consists of text. Nonconforming Sign: A Sign lawfully erected prior to the effective date of this Chapter and which fails to conform to the requirements of this Chapter. Non-Commercial Speech: Speech not classified as Commercial Speech which includes, but is not limited to, messages concerning political, religious, social, ideological, public service, and informational topics. Obsolete Sign Copy: Sign copy that no longer advertises or correctly identifies a use conducted on the property which the sign is located. Permanent Sign: A Sign which is designed to be displayed for an indefinite period of time and is not easily removed or relocated. Projecting Sign: A Sign attached to a wall space that projects perpendicularly from a building or structure. Roof: The exterior surface and its supporting structure on the top of a building or structure. Roof Sign: A Sign erected, placed, and/or constructed on and/or above the Roof of a building, and which is supported by the Roof. Sign: Any letter, word, symbol, poster, picture, reading matter, advertisement, announcement, message, or visual communication, whether painted, posted, printed, affixed, or constructed, which is displayed for informational or communicative purposes, and its Sign Structure. Sign shall not include architectural features or art not intended to communicate information, nor Murals nor Flags as defined by this chapter. Sign Area: The area of a Sign, including the border and the surface which bears the message, but excluding the Sign Structure containing no message. The area of a sign with more than one visible face shall be calculated by the sum of the area of each sign face divided by two. For signs without a frame, the square footage shall be calculated as the area within a plane figure or figures bounded by straight lines connecting at right angles connecting the outermost points of the sign, as illustrated in Exhibit 1 below. 276 Jufn!9/ Exhibit 1: Sign Area Sign Face: The surface of a Sign upon, against, and/or through which the message of the Sign is exhibited. Sign Permit: An official document or certificate granting permission to erect a sign. Sign Structure: A structure including the supports, uprights, bracing, and framework which supports or is capable of supporting a Sign. Special Use Permit: A Special Use Permitas defined in Chapter 205Zoning of the City Code. Static Display Area Signage: A durable, non-moving sign or grouping of signs constructed of plywood, rigid plastic or similar durable weatherproof materials. Temporary Sign: A Sign which is designed to be erected or displayed for a limited period of time, including but not limited to: banners, pennants, beacons, sandwich or curb Signs, Walking Signs, Yard Signs, and balloons or other air or gas filled structures. Vision Safety Zone: The triangular area of a corner lot beginning at the intersection of the street surface edge or curb lines, measuring 40feet along each curb line and a straight line between the two points, as illustrated in Exhibit 2below. 277 Jufn!9/ Exhibit 2: Vision Safety Zone Wall Sign: A Sign which is attached to the wall of a building or structure. Walking Sign: A Sign held by or attached to a human being who stands or walks on the premises at a business or event location. A person dressed in costume, both for the purposes of advertising and/or otherwise drawing attention to an individual, business, commodity, service, activity or product is considered a walking sign. Window Sign: A Sign attached to the inside of a window for the purpose of viewing from outside the building. Window Sign does not include merchandise located in a window. 214.03 General Provisions for Signs 1.!No Sign shall be erected, constructed, posted, and/or utilized in the City unless the Sign is safe and in compliance with this Chapter and all other provisions of the City Code. 2.!No Free-Standing Sign shall be placed closer than 10 feet to any property line or driveway, except Free-Standing Temporary Signs may be placed on sidewalks during the hours that the adjacent property is open to the public, if the sign is located immediately in front of the entrance and the Sign does not violate the Americans with Disabilities Act or otherwise prohibit or impede pedestrian or vehicular traffic. 278 Jufn!9/ 3.Freestanding Signs located within a Vision Safety Zone must have aminimum height of 10 feet from the bottom of the Sign to the finished ground grade, as illustrated in Exhibit 3 below: Exhibit 3: Freestanding Sign Height 4.No sign shall create a glare that will impact adjacent properties, drivers,or pedestrians 214.04Signs Allowed in all Districts 1.Address Signs: Each dwelling, business, or building must have a minimum of one Address Sign, that is a minimum size as prescribed in the Building Code of fourinches high and one-halfinch wide. The Sign must be illuminated or reflective and visible from the public right-of-way. Where access is by means of a private road and the building address cannot be viewed from the public right of way, a monument, pole, or other sign or means shall be used to identify the structure.No Sign Permit is required for address signs. 2.Bench Signs: Bench Signs may be displayed in all Districts but only at transit stops and may not be any larger than or extend beyond any portion of the bench.A bench sign may only be placed on a bench not larger than 42 inches high or more than 30 inches wide or sevenfeet long overall.No Sign Permit is required for bench signs. 3.Flags: Non-Commercial flags may be displayedin all Districtsin accordance with state and federal law. Any Non-Commercial flag may be displayed in lieu of the United States or State of Minnesota flag.No Sign Permit is required for flags. 279 Jufn!9/ 4. Permanent Free-Standing Sign: Permanent Free-Standing Signs may be displayed in all Districts, subject to all requirements of the District, including permit requirements. 5. Wall Signs: Wall Signs may be displayed in all Districts but must comply with size and number requirements of the District, including permit requirements. 6. Noncommercial Signs: During a state general election year, there shall be no permit required or restrictions on size or number of Noncommercial Signs beginning 46 days before the state primary until 10 days following the state general election, pursuant to Minnesota Statutes, as may be amended from time to time. Such Signs are subject to all other restrictions for the Sign type and District including all setback requirements. In the R-1, R-2, R-3, R-4, & S-1 Districts, Noncommercial Signs shall also be allowed at all times as Window Signs, subject to a maximum Sign Area of 40 percent of the window area where the sign is placed. 7. Temporary Signs: All other Temporary Signs may be displayed in all Districts, subject to all requirements of the District, including permit requirements. 8. Window Signs: Window Signs may be displayed in all Districts without a permit, but must comply with all size and number requirements of the District. 9. Signs may be erected within a public right-of-way in any District provided that such Sign is approved by the appropriate governmental agency with authority over the right of way. 10. Incidental Signs: Incidental signs may be displayed without a permit in all Districts, subject to all requirements of the District. 11. Hospital Signs: Notwithstanding any provisions to the contrary, due to the confusion and anxiety that may arise from emergencies, and the necessity of quickly and efficiently finding treatment, the City Council finds that hospital identification and emergency Signs may be larger than other Permanent Free-Standing Signs or Wall Signs for the public to quickly identify a hospital. Consistent with this, a Hospital Sign, including both Free- Standing and Wall Signs, may have a maximum Sign Area of 100 square feet in all Districts. A Sign Permit is required. 214.05 Signs Prohibited in All Districts 1. Signs erected or displayed upon any public right-of-way, as defined in City Code § 205.02.72, or public property, as defined in City Code § 205.02.71, except official or temporary traffic control signs, signals, or devices, at any time the public right-of-way or public property is open for public use, unless otherwise permitted by this Chapter or other applicable law. Any Sign posted in violation of this Section is declared to be abandoned 27: Jufn!9/ property. The City may seize the Sign and immediately destroy it. A violation of this Section is a misdemeanor. The City may file a citation and seek the costs of removal. 2. Signs depicting, representing, or constituting obscene material, pursuant to Minnesota Statutes, as may be amended from time to time or other applicable law. 3. Signs which by reason of size, location, movement, content, coloring, or manner of illumination may be confused with the light of an emergency or road equipment vehicle, a traffic sign, signal, or device, or which hides from view any traffic sign, signal, or device. 4. Motion Signs. 5. Flashing Signs. 6. Signs obstructing a Vision Safety Zone. 7. Roof Signs. 8. Abandoned Signs. 9. Obsolete Sign Copy. 214.06 Permit Requirements 1. The following Signs shall not be erected, altered, reconstructed, or moved in the City without first securing a Sign Permit from the City. However, a permit shall not be required for the changing of the display surface or message on a previously approved and erected sign: (a) Permanent, Free-Standing Signs, including but not limited to Area Gateway Signs, Billboards, Institutional Signs, and Interstate 694 Corridor Signs. (b) Wall Signs. (c) Temporary Signs not located in an R-1, R-2, R-4, or S-1 District. (d) Static Display Area Signs. 2. For Signs requiring a Sign Permit, the content of the message or speech displayed on the Sign shall not be reviewed or considered in determining whether to approve or deny a Sign Permit. Application for a Sign Permit shall be made in writing on a form approved by the City and addressed to the City Manager or their designee. Applications shall contain the information necessary to approve the permit request. 281 Jufn!9/ 3. The City shall approve or deny a Temporary Sign Permit within five business days of receiving a complete application. The City shall approve or deny a Permanent Sign Permit within 60 days of receiving a complete application. If the City denies the Sign Permit, the City shall provide written reasons for the denial at the time the City denies the Sign Permit. 4. A Temporary Sign Permit shall be valid for the time period stated on the approved permit. The time period for a Temporary Sign Permit shall not exceed 30 days. 5. Failure to comply with this Section is a misdemeanor. (a) If a Temporary Sign is posted in violation of the permit requirements, the City may issue a citation to the Sign owner, remove the Sign, and/or invoice the property owner for the cost of the Sign Permit and any penalties as provided by Chapter 11. (b) If a Permanent Sign is posted in violation of the permit requirements, the City may issue a citation to the property owner, and/or seek abatement in accordance with § 214.20, including, but not limited to, removal of the Sign, payment of the Sign Permit and any penalties as provided by Chapter 11, and enforcement costs. 6.!A Sign Permit for a permanent sign shall expire if the work has not been substantially initiated within 180 days and substantially completed within one year of the date of the 7.!Any Sign Permit may be revoked upon failure of the holder to comply with any provision of this code or with the terms of the permit at the time of its issuance. A permit holder may appeal a decision to revoke a permit pursuant to the process set forth in § 214.22. The revocation will be stayed pending a decision on an appeal. 214.07 Signs Allowed by District. The following table represents the allowable signage and area requirements of a single sign (in Permit is required unless otherwise specified in this Chapter: 282 Jufn!9/ Sign Type Maximum Sign Size by Zoning District Number of Sign (in square feet unless otherwise noted) Signs Allowed Specific Standards R-1, R-2, R-3 CR-1 C-1, C-2 C-3 M-1, M-3, R-4, & S-1 M-2 M-4, S-3 Area 24 32 48 80 80 80 80 1 per 214.07.01 Gateway Development Sign Institutional 32/80/^ 32/80/^ 1 freestanding 214.07.02 Sign sign per street frontage Directional 4 4 4 4 4 4 4 No numeric 214.07.03 Signs limit Wall Signs 3 ^ ^ ^ ^ ^ ^ 1 sign in R-1, 214.07.04 R-2, R-4, & S-1 2 in M-1, M-2, M-3, M-4, & S- 3 & as Institutional Signs 1 per wall in CR-1, C-1, C-2, & C-3 Window 40%* 40%* 40% 40% 40% 40% 40% 1 per window 214.07.05 Signs (Percentage of Window Size) Permanent 32; as 32 48 80 80 80 80 1 per street 214.07.06 Freestanding Institutional frontage Signs Signs only Billboards No No No No 700 700 No No numeric 214.07.07 limit I-694 No No By By By By By 1 per frontage 214.07.08 Corridor property property property propertproperty Signs size size size y size size Temporary 6 32 32 32 32 32 32 1 per property 214.07.09 Signs in R-1, R-2, R- 4, & S-1 1-2 per street frontage in all other Districts Incidental 2 4 6 6 6 6 6 No numeric 214.07.10 Signs limit Static 32; as 48 48 48 48 48 48 1 per property 214.07.11 Display Area Institutional Signage Signs Only *Noncommercial signs only ^ Fifteen times the square root of the wall length where the sign is to be located 283 Jufn!9/ 1.!Area Gateway Signs: (a) Maximum of one Area Gateway Sign per development. The development shall include at least six parcels or two acres of land, whichever is less, and all properties that comprise the area shall consent to the placement of the Area Gateway Sign. (b) The land upon which the sign is located has been dedicated for such a use by easement, plat or other legal and recordable instrument unless such sign would otherwise be permitted herein. (c) A maintenance agreement shall be recorded which, among other things, provides for the long-term responsibility, care, and maintenance of such sign. (d) Maximum height of 25 feet above the finished ground grade. (e) Maximum sign area of 24 square feet in R-1, R-2, R-4, & S-1 Districts, 32 square feet in the R-3 District, 48 square feet in the CR-1 District, and 80 square feet in the C-1, C-2, C-3, M-1, M-2, M-3, M-4, & S-3 Districts. 2.!Institutional Signs: (a) In the R-1, R-2, & S-1 Residential Districts, a property which contains a legal nonresidential institutional use authorized by issuance of a Special Use Permit may display the following Institutional Signs: (1) Permanent freestanding signs shall be allowed as follows: ((a)) One per street frontage. ((b)) Maximum sign area of 32 square feet, or 80 square feet, if located a minimum distance of 50 feet from any neighboring residential property. ((c)) Maximum height of 25 feet above the finished ground grade. (2) Wall Signs shall be allowed as follows: ((a)) Maximum of two walls per Institution. ((b)) Maximum Sign Area of 15 times the square root of the wall length on which the Sign is to be placed. (3) Static Display Area signs shall be allowed as follows: ((a)) One per street frontage. 284 Jufn!9/ ((b))Maximum size of 32 square feet. (b)In all other districts, Institutional Signs shall be allowed by District Regulations for applicable sign type (e.g., Wall Signs,Permanent Freestanding Signs, or Static Display Area Signs). (c)Sign Permits are required for Institutional Signs. 3.Directional Signs. (a)Maximum Sign Area of four square feet. (b)Minimum 20 feetin any directionbetween Directional Signs placed on the same property. (c)Sign Permits are not required for Directional Signs. 4.Wall Signs. (a) For residential properties in the R-1, R-2, R-4, & S-1 Districts, the Maximum Wall Sign Size is threesquare feet. (b)For Permitted Nonresidential Uses inthe R-1, R-2, & S-1 Residential Districts, a property which contains a legal nonresidential institutional use authorized by issuance of a Special Use Permit, two walls may display signs with a Maximum Sign Area of fifteen 15 times the square rootof the wall length on which the Sign is to be placed, as illustrated in Exhibit 4below: Exhibit 4: Wall Sign Area 285 Jufn!9/ (c) Wall signs with a Maximum Sign Area of fifteen 15 times the square root of the wall length on which the Sign is to be placed may be placed on a maximum of two walls of properties in the M-1, M-2, M-3, M-4, and S-3 Districts, as illustrated in Exhibit 4 above. (d) Wall signs with a Maximum Sign Area of fifteen 15 times the square root of the wall length on which the Sign is to be placed may be placed in the CR-1, C-1, C-2, and C-3 Districts, as illustrated in Exhibit 4 above. (d) Sign Permits are required for Wall Signs. 5.!Window Signs. (a) Maximum Sign Area of 40% of the window area. (b) In the R-1, R-2, R-3, R-4, & S-1 Districts, Noncommercial Window Signs are allowed. (c) Sign Permits are not required for Window Signs. 6.!Permanent Freestanding Signs. (a) Maximum of one Sign per street frontage, not including Directional Signs, Billboards, Interstate 694 Primary Signs, and Interstate 694 Secondary Signs. (b) Maximum height of 25 feet above the finished ground grade. (c) Minimum distance of 50 feet from any R-1, R-2, R-4, & S-1 residential District. (d) Maximum size of 32 square feet as Institutional Signs in the R-1, R-2, R-4, & S-1 Districts; 32 square feet in the R-3 District; 48 square feet in the CR-1 District; and 80 square feet in the C-1, C-2, C-3, M-1, M-2, M-3, M-4, & S-3 Districts. (e) May have an electronic changeable message provided: (1) Message does not change more than once every eight seconds. (2) Message shall never flash or have motion that may distract vehicular traffic. (3) Light level shall not exceed 3-foot candles above ambient light as measured from 250 feet. (f) Sign Permits are required for Permanent Freestanding Signs. 7.!Billboards. 286 Jufn!9/ (a) Shall be permitted in the C-3, M-1, & M-2 Districts on real property adjoining the public rights-of-way of Interstate Highway 694. (b) Maximum height of 35 feet above the finished ground grade. (c) Minimum vertical distance between the bottom of the Billboard and the ground of ten feet. (d) Shall not exceed two Sign Faces. (e) Billboards with two Sign Faces shall have the Sign Faces attached back-to-back at a horizontal angle not to exceed 45 degrees. (f) Distances and Setbacks. (1) Minimum of 1,000 feet linear between Billboards located on the same side of the public right-of-way. Distance shall be measured along the centerline of the right- of-way. (2) Minimum of 2,500 linear feet between Billboards located on the same side or the opposite side of the public right-of-way that have an electronic changeable message. Distance shall be measured along the centerline of the right-of-way. (3) Minimum of 30 feet from any property line abutting a public right-of-way. (4) Minimum of ten feet from any other property line. (5) Minimum of 500 feet from any street, ramp, or merging traffic. (6) Minimum of 500 feet from any residential or public District. (g) The Sign Structure shall be all metal and be either painted or treated to prevent deterioration. (h) Any lighting will be shielded to prevent beams or rays of light from being directed at any portion of the traveled way of the public rights-of-way, shall not be of such intensity or brilliance as to cause glare or to impair the vision of any motor vehicle operator, shall not otherwise , and shall not create a nuisance on adjoining property. (i) Billboards shall be in addition to, and not in lieu of, Permanent Free-Standing Sign allowances. (j) Sign Permits are required for Billboards. 287 Jufn!9/ 8.!Interstate 694 Corridor Signage. (a) Maximum of one Interstate 694 Primary Sign per property zoned CR-1, C-1, C-2, C-3, M-1, M-2, M-3, and S-2 and located within 275 feet of the centerline of Interstate 694. (b) Where the property abuts a second public right-of-way, the property shall also be allowed an Interstate 694 Secondary Sign on the frontage adjacent to the second public right-of-way. (c) Height. (1) For Interstate 694 Primary Signs: 35 feet above the finished ground grade. (2) For Interstate 694 Secondary Signs: 25 feet above the finished ground grade. (d) Maximum Sign Area. (1) For Interstate 694 Primary Signs: maximum Sign Area is determined by the acreage class of the development. The following chart determines the maximum Sign Area: Acreage Class Sign Size Permitted 35 acres + 500 square feet 10-35 acres 240 square feet 1-10 acres 120 square feet Less than one acre 80 square feet Allowed size by parcel is shown in Exhibit 5/Appendix A below: 288 Jufn!9/ ! Exhibit 5: I-694 Signage (2) For Interstate 694 Secondary Signs: maximum Sign Area of 40 square feet. The maximum Sign Area can be increased up to 80 square feet if the Sign Area of the Interstate 694 Primary Sign is reduced by the equivalent number of square feet (e.g., if the Interstate 694 Secondary Sign is 72 square feet, the maximum Sign Area of the Interstate 694 Primary Sign is reduced by 32 square feet). (e) Setback and Location. (1) Interstate 694 Corridor Signage is subject to all setback requirements for Permanent Free-Standing Signs within the District. (2) Interstate 694 Primary Signs must be located within the Interstate 694 Corridor. (3) Interstate 694 Secondary Signs must be located on frontage adjacent to a public right-of-way intercepting Interstate 694. 289 Jufn!9/ (f) Interstate 694 Primary Signs and Interstate 694 Secondary Signs shall be in addition to, and not in lieu of, Permanent Free-Standing Sign allowances. (g) Interstate 694 Primary Signs and Interstate 694 Secondary Signs are subject to all restrictions for Permanent Free-Standing Signs within the District not in conflict with this subsection. (h) Sign Permits are required for Interstate 694 Signs. 9.!Temporary Signs. (a) Free-Standing Temporary Signs may be placed on sidewalks during the hours that the property placing the Temporary Sign is open to the public, if the sign is located immediately in front of the entrance and the Sign does not violate the Americans with Disabilities Act or otherwise prohibit or impede pedestrian or vehicular traffic. (b) Shall be limited to one sign per property in the R-1, R-2, R-4, & S-1 Districts and one per street frontage in all other Districts, except properties with more than 100 linear feet of street frontage may have two temporary signs per street frontage exceeding 100 linear feet. (c) Maximum size of 6 square feet in the R-1, R-2, R-4, & S-1 Districts and 32 square feet in all other Districts. (d) Sign Permits are not required for Temporary Signs in the R-1, R-2, R-4, & S-1 Districts. Sign Permits are required for Temporary Signs in other Districts. 10. Incidental Signs. (a) Must be oriented or so designed that the sign message is not legible off the premises where the Sign is displayed. (b) The Sign must be accessory to the use(s) on the property on which it is located. (c) Maximum size of 2 square feet in the R-1, R-2, R-4, & S-1 Districts, 4 square feet in the R-3 District, and 6 square feet in all other Districts. (c) A Sign Permit is not required for incidental signs. 11. Static Display Area Signage. (a) A manual Changeable Message may comprise up to 50% of the Static Display Area Signage. 28: Jufn!9/ (b) May not include an Electronic Changeable Message. (c) May not be internally illuminated. (d) Maximum height of six feet for freestanding Static Display Area Signage. (e) Maximum size of 32 square feet as Institutional Signs in the R-1, R-2, R-4, & S-1 Districts and 48 square feet in all other Districts. (f) One Static Display Area Signage installation is allowed per street frontage. (g) Legal Nonconforming Real Estate Signs and Construction Signs established prior to the effective date of this ordinance allowance for Static Display Area Signs. (h) Static Display Area Signage shall be allowed in addition to other freestanding or wall signs for a property. 214.08 No person, firm, or corporation shall engage in the business of erecting, altering, constructing, moving, or removing Permanent Free-Standing Signs under this Chapter unless a license to do so has been approved by the City. The annual license fee and expiration date shall be as provided in Chapter 11 of the City Code. A license is not required for changes to an existing Sign not constituting Alteration. 214.09 Existing Signs 1. Sign Maintenance. (a) The Sign Structure and surfaces of all Signs shall be maintained in a safe and presentable condition at all times, including the replacement of defective parts, painting, repainting, cleaning, and other acts required to prevent the Sign and/or Sign Structure from becoming unsafe or hazardous. (b) When any Permanent Sign erected pursuant to a Sign Permit is removed, the City shall be notified, and the entire Sign shall be removed. 2. Nonconforming Signs. Nonconforming signs shall be treated like other nonconforming uses and structures as for provided in City Code § 205.04.3, or as otherwise specified Minnesota Statute as may be amended from time to time. However, Nonconforming Signs may not be continued if the Sign is abandoned. 3. Public Nuisance. 291 Jufn!9/ (a) The following are deemed to be public nuisances: (1) Electronic Signs which are non-working, have burnt out bulbs or incoherent messages, or are malfunctioning. (2) Signs which have an incoherent message or missing characters. (3) Signs that due to defective parts or lack of maintenance are deemed unsafe or hazardous. (4) Signs that are dilapidated or damaged. (5) Abandoned Signs. (6) Obsolete sign copy that has not been covered or removed within 30 days after written notification from the City. (7) Signs in violation of this Chapter, including but not limited to, those posted without a necessary Sign Permit, Signs in excess of number limitations, Signs exceeding size limitations, Signs in violation of setback and location requirements, Signs impeding pedestrian or vehicular traffic, Changeable Messages changing more quickly than allowed, Electronic Signs exceeding luminance levels, and Signs that otherwise are a menace to the general health, safety, and welfare of the public. (b) If the City determines a Sign is a public nuisance, the City may proceed in accordance with § 214.12 and may bill the costs of enforcement to the property owner. 214.10 Multiple Use Non-Residential Buildings 1. All owners of multiple use non-residential buildings containing three or more non- residential units, if they have not already done so, must submit a comprehensive Sign Plan to the City Manager or their designee for approval. 2. All future Signs erected within the multiple use non-residential building shall conform to the conditions of the Sign Plan. 3. Existing Signs within the multiple use non-residential building which do not meet the requirements of this Chapter and/or Sign Plan, shall be defined as a Nonconforming Sign and shall be subject to the restrictions set forth in § 214.09.02. 214.11 Enforcement The City Manager or their designee shall be responsible for the enforcement of this Chapter. 292 Jufn!9/ 214.12 Violations 1. Any Sign that which is unsafe, appears unkempt or neglected, has been constructed or erected in violation of the City Code is a hazard to the health, safety, and/or general welfare of the public or is in violation of any other section of the City Code is hereby declared to be a nuisance and to be in violation of this Chapter. 2. Any person who has erected a Sign without securing the necessary Sign Permit prior to erection, shall, when subsequently securing such Sign Permit, be required to pay an investigation fee equal to the Sign Permit fee and shall be subject to all other penal provisions of this City Code. 3. Notice of violations, hearings, and abatement shall be governed by the provisions in City Code Chapter 128 providing for the abatement of nuisances. Copies of the notice shall be mailed to the property owner. Administrative assessments and penalties may be assessed as provided in Chapter 11 to the property owner. 4. Nothing in this Section or in City Code Chapter 128 shall be deemed to prevent the City from seeking other relief and penalties, including but not limited to, criminal penalties. 214.13 Penalty Any violation of this Chapter is a misdemeanor and is subject to all penalties provided for such violations under the provisions of Chapter 901 and Chapter 11 of the City Code. Each day the violation continues in existence shall be deemed a separate violation. 214.14 Appeals 1. To provide for a reasonable interpretation of the provisions of this Chapter, any owner, tenant, applicant, or any other person or business aggrieved by any order, requirement, decision, or determination made by the City or its representatives in the enforcement and interpretation of this Chapter may request a hearing before the Planning Commission. Appeals shall be governed by the procedure in City Code § 205.07 2. Any owner, tenant, applicant, or any other person or business aggrieved by a final decision of the Planning Commission, pursuant to the procedure in City Code § 205.07 may seek judicial review within 30 days after the final decision. 214.15 Noncommercial Speech Substitution Signs containing Noncommercial Speech are permitted anywhere that Signs containing Commercial Speech are permitted, subject to the same regulations applicable to such Signs. 293 Jufn!9/ 214.16 Variances Variances to the strict application of this Chapter may be granted under the provisions established under City Code § 205.05.6. 214.17 Severability If any subsection, sentence, clause, or phrase of this section is for any reason held to be invalid by a court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of this section. The City Council hereby declares that it would have adopted this section in each subsection, sentence, clause or phrase thereof, irrespective of the fact that any one or more subsections, sentences, clauses, or phrases be declared invalid. Passed and adopted by the City Council of the City of Fridley on this _______ day of ____________________, 2021. ______________________________________ Scott J. Lund - Mayor ______________________________________ Melissa Moore - City Clerk First Reading: November 8, 2021 Second Reading: Publication: 294 Jufn!9/ City of Fridley Summary Ordinance No. 1396 Repeal and Replace Chapter 214, Signs, of the Fridley City Code The City of Fridley does ordain, after review, examination and staff recommendation that Chapter 214, Signs, be repealed and replaced with the following: Fridley City Code Chapter 214 Signs The Ordinance repeals Chapter 214, Signs, to the Fridley City Code and replaces it with the following: § 214.01, Purpose, describes the purpose of the Chapter; § 214.02, Definitions, provides applicable definitions for the Chapter; § 214.03, General Provisions for Signs, prescribes general regulations for signs in the City; § 214.04, Signs Allowed in all Districts, describes varying sign types allowed in certain districts; § 214.05, Signs Prohibited in All Districts, prescribes prohibited sign locations and content; § 214.06, Permit Requirements, process; § 214.07, Signs Allowed by District, explains the size and quantity limitations by zoning district; § 214.08, Sign Erectors License Requirement, requires City licensing requirements for people or entities to erect, move or alter a Permanent Free-Standing Sign; § 214.09, Existing Signs, describes maintenance requirements for signs; § 214.10, Multiple Use Non-Residential Buildings, requires a Sign Plan for multiple use non-residential buildings; § 214.11, Enforcement, designates the City Manager or their designee as responsible for enforcement of the Chapter; § 214.12, Violations, outlines the process the City will follow if there are violations to the Chapter, § 214.13, Penalty, notes that any violation of the Chapter is a misdemeanor and subject to applicable provisions of City Code; § 214.14, Appeals, describes a process to appeal any determination made by the City in the enforcement and interpretation of the Chapter; § 214.15, Noncommercial Speech Substitution, allows noncommercial speech anywhere signs containing commercial speech are permitted, § 214.16, Variances, directs any variance to the Chapter is subject to City Code § 205.05; § 214.17, Severability, directs if any subsection, sentence, clause, or phrase of the Chapter is for any reason held to be invalid by a court of competent jurisdiction, such decision shall not affect the validity of the remaining portions of the Chapter. Passed and adopted by the City Council of the City of Fridley on \[Date\]. The full text of the ordinance is available on the City website or for inspection by any person during regular office hours at the Office of the City Clerk. 295 Jufn!9/ GSJEMFZ!DJUZ!DPEF DIBQUFS!325/!!TJHOT )Sfg/!429-!441-!455-!493-!549-!777-!783-!8::-!948-!971-!:24-!2282-!2344-!2378-!2434* 325/12/QVSQPTF The purpose of this Chapter is to protect and promote the public health, safety and general welfare of the City of Fridley through the establishment of a comprehensive and impartial set of regulations governing the erection, display and use of signs serving as a visual media to persons upon public or private properties. These regulations are intended to provide an opportunity for effective communication, allow a reasonable freedom of choice and promote a concern for the visual amenities on those people designing, displaying, erecting or utilizing signs while at the same time assuring that the public health, safety and general welfare of the City is preserved. 325/13/EFGJOJUJPOT The following words and terms, wherever they occur in this Chapter, are defined as follows and shall apply in its interpretation and application: 1.Abandoned Sign. A sign which no longer correctly advertises a bona fide business, lessor, owner, activity, use or product available on the premises where the sign is displayed for a continuous period of more than three (3) months. 2.Address Sign. A sign consisting of numbers or numbers and a street name, identifying the address of a building. 3.Advertising Sign. A sign which is used to advertise products, goods, uses or services. 4.Alteration. Any major change to a sign structure or the change of a sign face,excluding routine maintenance,of an existing sign.(Ref 1233) 5.Area Identification Sign. A sign which identifies the name of a neighborhood, a residential subdivision, a multiple residential complex or a business or industrial area. 6.Banners And Pennants. A temporary sign constructed of cloth, canvass, paper, plastic film or light fabric. 296 Jufn!9/ Fridley City Code Chapter 214Section 214.02.17. 7.Bench Sign. A sign which is attached to a bench. 8.Billboard. A sign advertising a business, product, service, use or entertainment which is conducted, sold or offered somewhere other than on the premises where the sign is located. 9.Changeable Sign, Automatic. An electronically controlled sign, including a time, temperature or date sign, or a message center or a readerboard, where different message changes are shown on the same panel. 10.Changeable Sign, Manual. A sign on which the message is changed manually. 11.Construction Sign. A temporary sign erected at a construction site identifying the project. It may include the name of the architect engineer, contractor, financier or other information about the project. 12.District. A zoning district as defined in Chapter 205, Zoning, of the City Code. 13.Electronic Message or Dynamic Sign Programmable electronic message board, and/or programmable illuminated sign. 14.Flashing Sign. An illuminated sign which has intermittent flashing lights, revolving beacons, zip flashers or exhibits a noticeable change in color or light intensity. 15.Free Standing Sign. A sign which is securely attached to the ground and not attachedto any part of a building or structure. 16.Governmental Sign. A sign which is erected by a governmental unit for the purpose of directing or guiding traffic or providing public information. 17.Illuminated Sign. A sign which is illuminated by an artificial light source. 297 Jufn!9/ Fridley City Code Chapter 214Section 214.02.26. 18.Information Sign. A sign giving information or directions to employees, visitors or delivery vehicles and containing no advertising. An information sign may display the name, address or identifying symbol of the business. 19.Institutional Sign. A sign which identifies a public or private institution including churches, schools, hospitals and medical clinics. 20.Interstate 694 Corridor(Ref Ord 1233) Any commercial, industrial, or S-2 redevelopment property immediately adjacent to Interstate 694 right-of-way. 21.Motion Sign. A sign which revolves, rotates, has moving parts or gives the illusion of motion. 22.Nonconforming Sign, Legal. A sign which lawfully existed prior to the adoption of this Chapter, but does not comply with all requirements of this Chapter. 23.Nonconforming Sign, Illegal. Any sign in any district which was constructed in violation of any requirements of this Chapter, and is not a legal nonconforming sign. (Ref 837) 24.Permanent Sign. A sign constructed of materials including plastic or metal that are durable and easily maintained, and which is intended to be used for an indefinite period of time. Signs painted directly on structures, wood or wood products are not authorized or included in thisdefinition. 25.Personal Expression Sign. A sign which expresses an opinion or feeling of an individual or group and which its principal purpose, is not for the promotion of any good or service. (Ref. 860) 26.Political Sign. A temporary sign advertising election issues or the candidacy of a person running for public office. 298 Jufn!9/ Fridley City Code Chapter 214Section 214.02.36. 27.Porta-panel. A portable sign, mounted on wheels and used for commercial as well as civic promotions. 28.Projecting Sign. A sign, attached to a wall, that projects perpendicular from a building or structure. 29.Real Estate Sign. A temporary sign erected for the purpose of selling, leasing or promoting real estate. 30. Roof Sign. A sign which is erected, constructed or attached above the roof line of a building, exceptwhere the roof is an extended facade or mansard. 31.Rummage/Garage Sale Sign. A temporary sign which advertises or directs the public to the, sale of used merchandise, sold from a private residence. 32.Shopping Center/Multiple Use Building. A building planned and developed for multiple occupancy whether as a commercial or industrial use. 33.Sign. A painted panel, lettered board, series of letters or symbols or other display, and any supporting structure used to advertise, direct, identify, informor convey a message to anyone who views it. 34.Sign Area. The area of a sign, including the border and the surface which bears the advertisement. In the case of messages, figures or symbols attached directly to any part of a building or sign structure, it is that area which is included in the smallest geometric figure which can be made to circumscribe the message, figure or symbol. 35.Sign Area, Maximum. The maximum allowable sign area for a single faced free standing sign refers to that single facing. When a free standing sign has multiple faces, then the maximum allowable sign area doubles. 36.Sign Structure. Any structure which supports or is capable of supporting a sign, but not including a building to which a sign is attached. 299 Jufn!9/ Fridley City Code Chapter 214Section 214.03. 37.Temporary Sign. Any sign fabricated of paper, plywood, fabric, or other light, impermanent material. Including but not limited to(Ref 1233): A.A sign with wheels removed. B.A sign with chassis or support constructed without wheels. C.A or T frame signs. D.Signs temporarily or permanently attached to the ground, a structure, or other signs. E.A sign mounted on a vehicle for advertising purposes, parked, and visible from public right-of-way, except signs identifying the business when the vehicle is being used for normal day to day business operations. F.Menu and sandwich boards. G.Searchlight stands. H.Hot air or gas- I.Banners. 38.Wall Graphic. A graphic design or decorative mural, not intended for identification or advertising purposes, which is painted directly on the exterior surface of a building. 39.Wall Sign. A sign which is attached to the wall of a building or structure. 40.Window Sign. A sign attached to the inside of a window for the purpose of viewing from outside the building. This term does not include merchandise located in a window. 325/14/HFOFSBM!QSPWJTJPOT!GPS!BMM!EJTUSJDUT! The following provisions shall apply to Sections 214.04 through 214.07. Any sign shall be constructed in such a manner and of such material that it will be safe and substantial. Nothing in this Chapter shall be interpreted as authorizing the erection or display of any sign not now permitted under Chapter 205 of the City Code. 29: Jufn!9/ Fridley City Code Chapter 214Section 214.05.5.A. 325/15/TJHOT!QSPIJCJUFEJO!BMM!EJTUSJDUT 1.Any permanent signs, other than governmental signs, erected or displayed upon any right of way or public property. 2.Any signs or wall graphics that contain words or pictures of obscene, pornographic or immoral character. 3. Any signs painted directly on buildings. 4.Any signs which by reason of size, location, movement, content, coloring or manner of illumination may be confused with the light of an emergency or road equipment vehicle, a traffic sign, signal or device or which hides from view any traffic sign, signal or device. 5.Any projecting signs. 6.Any motion signs. 7.Any flashing signs. 8.Any signs located within a corner vision safety zone as defined in Chapter 205. 325/16/TJHOT!BMMPXFE!JO!BMM!EJTUSJDUT-!XJUIPVU!B!TJHO!QFSNJU!VOMFTT! PUIFSXJTF!TQFDJGJFE 1.Address Signs. Each dwelling, business or building must have a minimum of one (1) address sign, that is a minimum of three and one-half (3-1/2) inches high and a maximum of twenty-four (24) inches high. The sign must be illuminated or reflective and visible from the public right of way. 2.Bench Signs. Displayed only at bus stops and cannot be any larger than or extend beyond any portion of the bench. 3.Flags. Shall be displayed as outlined in Title 36, Section 173-378 of the United States Code, State Flag and Corporate Flag. 4.Governmental Signs. 5.Informational Signs. Provided they meet the following requirements: A.A maximum size of four (4) square feet in area. 2:1 Jufn!9/ Fridley City CodeChapter 214Section 214.05.6.D.(1) B.A minimum distance of ten (10) feet from any property line or driveway. 6.Institutional Signs. By sign permit provided they meet the following requirements: A.Free standing signs. One (1) per development. (1)A maximum size of thirty-two (32) square feet in area(except as provided in Section 214.05.6.A.(2). (2)A maximum size of eighty(80) square feet in area is allowed per development provided the following criteria can be met: a.Signs over thirty-two (32) square feet shall be placed a minimum of fifty (50) feet from any neighboring residentially zoned property (not including a residential site an institution is located upon). b.Signs shall be placed so illuminated sign face is perpendicular to adjacent roadways. c.Sign shall not create a glare that will impact adjacent residential properties. (3)A maximum height of twenty-five (25) feet above the finished ground grade. (4)A minimum height of ten (10) feet from the bottom of the sign to the finished ground grade within twenty-five (25) feet of a driveway or a corner vision safety zone. (5)A minimum distance of then (10) feet from any property line or driveway (except as defined in Code Section 214.05.6.A.(2)a. B.Electronic Message and/or Dynamic Sign provided: 1.Message does not change more than once every eight (8) seconds. 2.Message shall never flash or have motion that may distract vehicular traffic. 3.Luminance levels must comply with the following: 5,000 nits in the daytime hours and not more than 500 nits in the evening nighttime hours. C.Wall Signs. The total sign area shall not exceed fifteen (15) times the square root of the wall length on which the sign is to be placed. D.Temporary Signs. (1)May be displayed for a period of fourteen (14) days after a permit is issued by the City. Such signs shall be restricted to one per tax parcel/development at any one time. The number of permits issued per year for a single or multiple use buildings/shopping centers shall be based upon the number of businesses within said building as follows: Number of BusinessesMaximum Number of Permits Allowed 1-52 6-104 11-156 16+8 2:2 Jufn!9/ Fridley City Code Chapter 214Section 214.06.1.A.(5) (2)The use of such sign by businesses within the building shall be the responsibility of the property owner or designated manager. All temporary sign permit applications must be signed by said property owner or designated manager before processing can begin. (3)All temporary signs shall be located on the property on which the business is located. Such signs shall be located a minimum distance of ten (10) feet from any property line or driveway so as not to interfere with pedestrian or vehicular traffic. (4)Prior to the issuance of a permit, a deposit of $200.00 in the form of a certified check or money must be provided to the City. Said deposit will be refunded only if the sign is removed by noon of the next business day after the permit period expires. E.A hospital emergency sign may be a maximum of 100 square feet in area. 7.Personal Expression Sign. Provided they meet the following requirements: A.A maximum size of thirty-two (32) square feet in areaper sign. B.A maximum of three signs per tax parcel. C.A maximum distance of ten (10) feet from any property line or driveway. D.The sign is erected by the owner of the property upon which it is located, or the tenant with the permission of the owner. (Ref. 860) 325/17/UFNQPSBSZ!TJHOT!BMMPXFE!JO!BMM!EJTUSJDUT!XJUIPVU!B!TJHO! QFSNJU 1.Construction Signs. A.Multiple Developments. Construction signs may be erected for the purpose of identifying a development of ten (10) or more dwellings, ten (10) or more manufactured homes, three (3) or more multiple dwellings, or a building consisting of three (3) or more businesses or industries, with the following restrictions: (1)One (1) sign per street frontage. (2)A maximum size of fifty (50) square feet in area per development. (3)Located no closer than 100 feet to a building outside the development. (4) A minimum distance of ten (10) feet, from any property line or driveway. (5) To be removed upon completion of the construction. 2:3 Jufn!9/ Fridley City Code Chapter 214Section 214.06.3.C. B.Other Developments. (1)One (1) sign per building. (2)A maximum size of six (6) square feet in area. (3)A minimum distance of ten (10) feet from any property line or driveway. (4)To be removed upon completion of the construction. 2.Real Estate Signs. A.Multiple Developments. Real estate signs may be erected for the purpose of selling, leasing or promoting development of ten (10) or more dwellings, ten (10) or more manufactured homes, three (3) or more multiple dwellings or a building consisting of three (3) or more businesses or industries, with the following restrictions: (1)One (1) sign per street frontage. (2)A maximum size of fifty (50) square feet in area per development. (3)Located no closer than 100 feet to a building outside of the development. (4)To be removed when the project is ninety-five percent (95%) sold or leased. (5)A minimum distance of ten (10) feet from any property line or driveway. B.Other Developments. (1)One (1) sign per building. (2)A maximum size of six (6) square feet in area. (3)To be removed within five (5) days following the sale or lease of the building. (4)A minimum distance of ten (10) feet from any property line or driveway. (5)"Open House" signs are allowed only during the day of the open house. 3.Political Signs. A.A maximum size of thirty-two (32) square feet in area. B.To not be placed until46 days before a special or regular election. (Ref Ord 1267) C. To be removed within ten (10) days following the election. 2:4 Jufn!9/ Fridley City Code Chapter 214Section 214.10.1.B. D.All political signs must be placed a minimum distance of ten (10) feet from a street curb and ten (10) feet from any driveway. 4.Rummage/Garage Sale Signs. A.A maximum size of three (3) square feet in area. B.To be removed within three (3) days following the sale. 325/18/TJHOT!BMMPXFE!XJUI!B!TQFDJBM!VTF!QFSNJU! 1.Billboards. 325/19/TQFDJGJD!EJTUSJDU!SFRVJSFNFOUT!! In addition to those signs allowed in all districts, the following signs are allowed in each specific district and shall be regulated as to type, size, and setback according to the following requirements. 325/1:/UZQFT-!TJ\[FT-!BOE!TFUCBDLT!GPS!S.2!BOE!S.3!SFTJEFOUJBM!EJTUSJDUT-! CZ!TJHO!QFSNJU!VOMFTT!PUIFSXJTF!TQFDJGJFE/ 1.Area Identification Signs. A.One (1) sign per development. B.A maximum size of twenty-four (24) square feet in area. C.A minimum distance of ten (10) feet from any property line or driveway. 2.Wall Signs. (No sign permit required) A.One (1) sign per dwelling unit. B. A maximum size of three (3) square feet in area. 325/21/UZQFT-!TJ\[FT!BOE!TFUCBDLT!GPS!S.4!SFTJEFOUJBM!EJTUSJDU-!CZ! TJHO!QFSNJU!VOMFTT!PUIFSXJTF!TQFDJGJFE/ 1.Area Identification Signs A.One (1) sign per development. B.A maximum size of twenty-four (24) square feet in area. 2:5 Jufn!9/ Fridley City Code Chapter 214Section 214.11.1.B. C.A minimum distance of ten (10) feet from any property line or driveway. D.A maximum height of twenty-five (25) feet above the finished ground grade. E.A minimum height of ten (10) feet from the bottom of the sign to the finished ground grade when within twenty-five (25) feet of a driveway or corner vision safety zone. 2.Wall Signs. The total sign area shall not exceed fifteen (15) times the square root of the wall length on which the sign is to be placed. 3.Temporary Signs. A.May be displayed for a period of fourteen (14) days after a permit is issued by the City. Such signs shall be restricted to one per tax parcel/development at any one time. The number of permits issued per year for a single or multiple use buildings/shopping centers shall be based upon the number of businesses within said building as follows: Number of BusinessesMaximum Number of Permits Allowed 1-52 6-104 11-156 16+8 B.The use of such sign by businesses within the building shall be the responsibility of the property owner or designated manager. All temporary sign permit applications must be signed by said property owner or designated manager before processing can begin. C.All temporary signs shall be located on the property on which the business is located. Such signs shall be located a minimum distance of ten (10) feet from any property line or driveway so as not to interfere with pedestrian or vehicular traffic. D.Prior to the issuance of a permit, a deposit of $200.00 in the form of a certified check or money must be provided to the City. Said deposit will be refunded only if the sign is removed by noon or the next business day after the permit period expires. 325/22/UZQFT-!TJ\[FT-!BOE!TFUCBDLT!GPS!DS.2!EJTUSJDUT!CZ!TJHO!QFSNJU! VOMFTT!PUIFSXJTF!TQFDJGJFE 1.Free Standing Signs. A.One (1) sign per street frontage. B.A maximum size of forty-eight (48) square feet in area per development. 2:6 Jufn!9/ FridleyCity Code Chapter 214Section 214.11.5.D. C.A maximum height of six (6) feet above the finished ground grade. D.A minimum distance of ten (10) feet from any property line or driveway. E.Electronic Messageand/or Dynamic Sign provided: 1.Message does not change more than once every eight (8) seconds. 2.Message shall never flash or have motion that may distract vehiculartraffic. 3.Luminance levels must comply with the following: 5,000 nits in the daytime hours and not more than 500 nits in the evening nighttime hours. 2.Roof Signs. A.One (1) sign per development. B.The use of a roof sign will substitute for the free standing sign along the street the roof sign is intended to be viewed. 3.Window Signs. (Nosign permit required) A maximum coverage of forty percent (40%) of the window area, excluding merchandise. 4.Wall Signs. The total sign area shall not exceed fifteen (15) times the square root of the wall length on which the sign is to be placed. 5.Temporary Signs. A.May be displayed for a period of 14 days after a permit is issued by the City. Such signs shall be restricted to one per tax parcel/development at any one time. The number of permits issued per year for single and multiple use buildings/shopping centers shall be based upon the number of businesses within said building as follows: Number of BusinessesMaximum Number of Permits Allowed 1-52 6-104 11-156 16+8 B.The use of such sign by businesses within the building shall be the responsibility of the property owner or designated manager. All temporary sign permit applications must be signed by said property owner or designated manager before processing can begin. C.All temporary signs shall be located on the property on which the business is located. Such signs shall be located a minimum distance of ten (10) feet from any property line or driveway so as not to interfere with pedestrian or vehicular traffic. D.Prior to the issuance of a permit, a deposit of $200.00 in the form of a certified check or money order must be provided to the City. Said deposit will be refunded only if sign is removed by noon of the next business day after the permit period expires. 2:7 Jufn!9/ Fridley City Code Chapter 214Section 214.12.5.A. 325/23/UZQFT-!TJ\[FT-!BOE!TFUCBDLT!GPS!D.2-!D.3!BOE!D.4!EJTUSJDUT-!CZ!TJHO! QFSNJU!VOMFTT!PUIFSXJTF!TQFDJGJFE 1.Free Standing Signs. A.One (1) sign per street frontage. B.A maximum size of eighty (80) square feet in area per development. C.A maximum height of twenty-five (25) feet above the finished ground grade. D.A minimum height of ten (10) feet from the bottom of the sign to the finished ground grade when within twenty-five (25) feet of a driveway or a corner vision safety zone. E.A minimum distance of ten (10) feet from any property line or driveway. F.A minimum distance of fifty (50) feet from any residential district. G.Electronic Message and/or Dynamic Sign provided: 1.Message does not change more than once every eight (8) seconds. 2.Message shall never flash or have motion that may distract vehiculartraffic. 3.Luminance levels must comply with the following: 5,000 nits in the daytime hours and not more than 500 nits in the evening nighttime hours. 2.Roof Signs. A.One (1) sign per development. B.The use of a roof sign will substitute for the free standing sign along the street the roof sign is intended to be viewed. 3.Window Signs.(No sign permit required) A maximum coverage of forty percent (40%) of the window area, excluding merchandise. 4.Wall Signs. The total sign area shall not exceed fifteen (15)times the square root of the wall length on which the sign is to be placed. 5.Temporary Signs. A.May be displayed for a period of 14 days after a permit is issued by the City. Such signs shall be restricted to one per tax parcel/development at any one time. The number of permits issued per year for single and multiple use buildings/shopping centers shall be based upon the number of businesses within said building as follows: Number of BusinessesMaximum Number of Permits Allowed 1-52 6-104 11-156 16+8 2:8 Jufn!9/ Fridley City Code Chapter 214Section 214.13.2.B. B.The use of such sign by businesses within the building shall be the responsibility of the property owner or designated manager. All temporary sign permit applications must be signed by said property owner or designated manager before processing can begin. C.All temporary signs shall be located on the property on which the business is located. Such signs shall be located a minimum distance of ten (10) feet from any property line or driveway so as not to interfere with pedestrian or vehicular traffic. D.Prior to the issuance of a permit, a deposit of $200.00 in the form of a certified check or money order must be provided to the City. Said deposit will be refunded only if sign is removed by noon of the next business day after the permit period expires. 6.Billboards. Shall be permitted only in the C-3 District within this Section. Specific requirements are listed under Section 214.14. 325/24/UZQFT-!TJ\[FT!BOE!TFUCBDLT!GPS!N.2-!N.3-!N.4-!N.5-!boe!T.4!EJTUSJDUT!CZ! TJHO!QFSNJU!VOMFTT!PUIFSXJTF!TQFDJGJFE 1.Free Standing Signs. A.One (1) sign per street frontage. B.A maximum size of eighty (80) square feet in area per development. C.A maximum height of twenty-five (25) feet above the finished ground grade. D.A minimum height of ten (10) feet from the bottom of the sign to the finished ground grade when within twenty-five (25) feet of a driveway or a corner vision safety zone. E.A minimum distance of ten (10) feet from any property line or driveway. F.A minimum distance of fifty (50)feet from any residential district. G.Electronic Message and/or Dynamic Sign provided: 1.Message does not change more than once every eight (8) seconds. 2.Message shall never flash or have motion that may distract vehiculartraffic. 3.Luminance levels must comply with the following: 5,000 nits in the daytime hours and not more than 500 nits in the evening nighttime hours. 2.Roof Signs. A.One (1) sign per development. B.The use of a roof sign will substitute for the free standing sign along the street the roof sign is intended to be viewed. 2:9 Jufn!9/ Fridley City Code Chapter 214Section 214.13.6. 3.Window Signs. (No sign permit required) A maximum coverage of forty percent (40%) of the window area, excluding merchandise. 4.Wall Signs. A.Allowed only on two (2) different walls per business. B.The total sign area shall not exceed fifteen (15) times the square root of the wall length on which the sign is to be placed. 5.Temporary Signs. A.May be displayed for a period of 14 days after a permit is issued by the City. Such signs shall be restricted to one per tax parcel/development at any one time. The number of permits issued per year for single and multiple use buildings/shopping centers shall be based upon the number of businesses within said building as follows: Number of BusinessesMaximum Number of Permits Allowed 1-52 6-104 11-156 16+8 B.The use of such sign by businesses within the building shall be the responsibility of the property owner or designated manager. All temporary sign permit applications must be signed by said property owner ordesignated manager before processing can begin. C.All temporary signs shall be located on the property on which the business is located. Such signs shall be located a minimum distance of ten (10) feet from any property line or driveway so as not to interfere with pedestrian or vehicular traffic. D.Prior to the issuance of a permit, a deposit of $200.00 in the form of a certified check or money order must be provided to the City. Said deposit will be refunded only if sign is removed by noon of the next business day after the permit period expires. 6.Billboards. Shall be permitted in the M-1, M-2 and M-3 Districts within the Section. Specific requirements are listed under Section 214.14. 2:: Jufn!9/ Fridley City Code Chapter 214Section 214.14.10. 325/25/!CJMMCPBSE!SFRVJSFNFOUT Billboards shall be permittedin only C-3, M-1, M-2 and M-3 Districts. The following requirements shall be considered as minimum standards when issuing a special use permit to erect a billboard. The City Council may impose additional requirements. 1. Billboards shall be restricted to property adjoining the right-of-ways of Interstate Highway 694, Trunk Highway 47, Trunk Highway 65 and East River Road south of Interstate Highway 694. 2. The maximum height is twenty-five (25) feet above the finished ground grade, unless the sign is intended to be viewed from a highway, then the twenty-five (25) foot maximum height shall be computed from the centerline of the traveled highway, but in no case shall the vertical distance between the bottom of the sign and the ground be reduced to less than ten (10) feet. 3. The maximum sign area is three hundred (300) square feet facing, not to exceed two (2) facings, when erected on East River Road south of Interstate Highway 694, on Trunk Highway 47 and on Trunk Highway 65; and seven hundred fifty (750) squarefeet per facing, not to exceed two (2) facings, when erected on Interstate Highway 694. Double faced signs shall be attached back to back at a horizontal angle not to exceed forty-five (45) degrees. 4. The minimum distance between billboard signs is one thousand (1000) feet when erected on the same side of the highway. 5. The minimum setback from the highway right-of-way is thirty (30) feet. 6. The minimum distance is five hundred (500) feet from a billboard sign to the intersection of any street or ramp where traffic crosses or merges at the same elevation. The distance is determined by measuring from the intersection of the street and highway centerlines and the sign. 7. The minimum distance to a residential and public district is five hundred (500) feet. 8. The sign structure shall be all metal and be either painted or treated to prevent deterioration. Lack of proper maintenance shall be cause for revocation of the sign permit. 9. The minimum distance to a railroad crossing is three hundred fifty (350)feet when there are lights and a gate, and five hundred (500)feet from a railroad crossing without lights and/or a gate. 10. Any lighting will be shielded to not impair the vision of any motor vehicle operator or to create a nuisance on adjoining property. 311 Jufn!9/ Fridley City Code Chapter 214Section 214.17.4.A. 325/26/UZQFT-!TJ\[FT-!BOE!TFUCBDLT!GPS!Q-QVE-!BOE!T.3!EJTUSJDUT-!CZ!TJHO! QFSNJU!VOMFTT!PUIFSXJTF!TQFDJGJFE/ Sign requirements in Public and Planned Unit Development districts will be controlled by the City Council when any development is planned. 325/27/TIPQQJOHDFOUFST!BOE!NVMUJQMF!VTF!CVJMEJOHT! 1.Within 180 days of the adoption of this Chapter, all owners of shopping centers and multiple use buildings of three (3) or more businesses or industries, if they have not already done so, must submit a comprehensivesign plan to the City Council for approval. 2.All future signs erected within the shopping center or multiple use building shall conform to the conditions of the sign plan and may be subject to conditions other than those in the district regulations in order to promote uniform sign appearance. 3.Existing signs within the shopping center or multiple use building which do not meet the requirements of this Chapter and/or sign plan, shall be defined as a legal nonconforming sign, and shall be subject to the restrictions set forth in 214.17.2.(B). 325/28/JOUFSTUBUF!7:5!DPSSJEPS!TJHOBHF!SFRVJSFNFOUT 1.All properties zoned CR-1, C-1, C-2, C-3, M-1, M-2, M-3, S-2 and located within two hundred seventy-five (275) feet from the centerline of Interstate 694 (see Appendix A) shall be allowed two (2) free-standing signs per development. The primary (Interstate) free-standing sign will be allowed based on the maximum square footage of the acreage of the development. The following chart determines the size sign each development shall be allowed. Acreage ClassSign Size Permitted 35 acres +500 square feet 10-35 acres240 square feet 1-10 acres120 square feet Less than 1 acre80 square feet 2.The primary free-standing sign shall be located a minimum of ten (10) feet from any property line and the adjacent Interstate 694 right-of-way and located within the two hundred seventy-five (275) foot buffer strip (see Appendix A). All applicants for a sign permit within the buffer strip shall provide a certificate of survey ensuring that the sign will be placed within the two hundred seventy-five (275)foot buffer strip when measured from the centerline of Interstate 694. 3.The maximum height of thirty-five (35) feet above the finished ground grade. 4.The secondary free-standing sign shall be allowed where the development abuts an additional right-of-way. This secondary sign shall be permitted to be forty (40) square feet, or can be increased up to eighty (80) square feet so long as the primary (Interstate) signis reduced by the amount of the secondary sign increase. (i.e., If the secondary sign is increased to seventy-two (72) square feet, the primary size shall be reduced by thirty-two (32) square feet.) A.A minimum distance of ten (10) feet from any property line or driveway. 312 Jufn!9/ Fridley City Code Chapter 214Section 214.18.1.E.(8) B.A maximum height of twenty-five (25) feet above finished ground grade. 5.All other signage for the properties along the Interstate 694 corridor shall refer to the specific zoning district regulations for signs provided in this Chapter. 325/29/TJHO!QFSNJU!SFRVJSFNFOUT! 1.Sign Permit. A. Before a sign may be displayed in the City, the sign erector shall file an application with the City for permission to display such sign. B.A permit is required for all existing, new, relocated, modified or redesigned signs except those specifically exempt under Section 214.18.1E. C.The issuance of a permit may also be subject to additional conditions in order to promote a more reasonable combination of signs and to promote conformity with the character and uses of adjoining property. The conditions will be subject to the discretion of the City. Objections to the conditions can be appealed to the City Council by the applicant. D.Signs erected by a nonprofit organization are not exempt from obtaining a sign permit, but the City may waive the fee requirement. E.No permit is required to display the following signs. This shall not be construed as relieving the erector of a sign, or the owner of the property on which a sign is located from conforming with the other provisions of this Chapter: (1) Any window signs. (2) Any address signs. (3)Any signs erected by a governmental unit. (4)Any bench signs. (5)Any memorial signs or tablets containing the names of the building, its use and date of erection, when cut or built into the wall of a building. (6)Any signs which are completely within a building and are not visible from the exterior of the building. (7)Any temporary signs as listed under Section 214.06. (8)Any signs having an area of three (3) square feet or less. 313 Jufn!9/ Fridley City Code Chapter 214Section 214.20.2.A. (9)Any advertising signs on litter receptacles having an area of four (4) square feet or less per side and limited to sixteen (16) square feet per receptacle, except that approval of the design and location of thereceptacle is required by the City Council. (10)Any personal expression signs which are erected by the owner of the parcel upon which the signs are to be placed, or by the tenant with the permission of the owner. (Ref. 860) 2.Permit Application. A.Application for a sign permit shall be made to the City on forms supplied by the City. B.If a sign has not been erected within ninety (90) days after the date of issuance of a permit, the permit shall become null and void unless an extension is granted bythe City. C.The City may require other information as necessary to insure that the sign is erected in compliance with this Chapter. 3.Permit Fees. Sign permit fees shall be as provided in Chapter 11 of the Fridley City Code. 325/2:/TJHO!FSFDUPST(!MJDFOTF!SFRVJSFNFOUT! No person, firm or corporation shall engage in the business of erecting signs under this Chapter unless a license to do so has been approved by the City Council. The annual license fee and expiration date shall be as provided in Chapter 11 of the Fridley City Code. A license shall not be required of any person who chooses to construct and erect their own sign on their own property. 325/31/FYJTUJOH!TJHOT! 1.Sign Maintenance. A.The structure and surfaces of all signs shall be maintained in a safe and presentable condition at all times, including the replacement of defective parts, painting, repainting, cleaning and other acts required to prevent the sign structure and surface from becoming hazardous or unkempt in appearance. B.When any sign is removed, the City shall be notified and the entire sign and its structure shall be removed. 2.Legal Nonconforming Signs. A.Any sign located within the City on the date of the adoption of this Chapter which does not conform with the provisions of this Chapter, is a "legal nonconforming" sign and is permitted, provided it also meets the following requirements: 314 Jufn!9/ Fridley City Code Chapter 214Section 214.20.4.B. (1)The sign was covered by a sign permit on the date of the adoption of this Chapter, if one was required under applicable law,or (2) If no sign permit was required for the sign in question, the sign was in all respects in compliance with applicable law on the date of the adoption of this Chapter. B.A sign shall immediately lose its "legal nonconforming" designation and be termed illegal nonconforming if: (1)The sign is altered in any way, except for routine maintenance and change of messages, which makes the sign less in compliance with the requirements of this Chapter than it was before the alterations. (2) The supporting structure of the sign is replaced or remodeled. (3)The face of the sign is replaced or remodeled. (4)The sign becomes dilapidated or damaged and the cost of bringing it into compliance is more than fifty percent (50%) of the value of said sign, and no sign permit has been applied for within 180 days of when the sign is damaged, at which time all of the sign and its structure must be removed. (5)Notwithstanding subparagraph (1) above, upon the change of the name of the business being displayed on this sign. 3.Abandoned Signs. Any sign which identifies a use that has discontinued operation for period of more than three (3) months or any sign which pertains to time, event, or purpose which no longer applies, shall be deemed to have been abandoned. Permanent signs applicable to a business temporarily suspended because of a change of ownership or management shall not be deemed abandoned unless the property remains vacant for a period of more than three (3) months. An abandoned sign is prohibited and shall be removed by the owner of the sign or the property owner. . 4.Illegal nonconforming signs are prohibited within the City of Fridley. Should an illegal nonconforming sign be found to exist, the owner of said sign will have, thirty (30) days to remedy the situation in one of the following manners: A.Remove the existing illegal nonconforming sign. If a new sign is desired, it must meet all applicable requirements of this Chapter. B.Obtain a sign permit for the existing illegal nonconforming sign, and if applicable, apply for a variance to eliminate the illegal nonconforming status. (Ref. 837) 315 Jufn!9/ Fridley City Code Chapter 214Section 214.24. 325/32/FOGPSDFNFOU The City Manager or designated agent shall be responsible for, the enforcement of this Chapter. 325/33/WJPMBUJPOT! 1.Any sign that doesnot comply with the provisions of this Chapter or that is a hazard to the health, safety and, general welfare of the public is hereby declared to be in violation of this Chapter. 2.Notification of Violation. A.If the City determines that any sign regulated by this Chapter is unsafe, a menace to the public; or has been constructed or erected without a permit first being granted to the owner of the property upon which said sign has been erected; or is in violation of an other provision of this Chapter, then the City shall issue a written notice of violation to the property owner. If the owner fails to remove the sign or bring it into compliance with, the provisions of this Chapter within twenty (20) calendar days following the date of said notice, such sign(s) may be removed by the City. The cost of this removal, including any City expenses, shall be a special assessment against the property upon which the sign(s) was located and shall be so noted in the written notice to the property owner. B.The City may cause any sign or sign structure which is an immediate public hazard, to be removed summarily after a reasonable attempt has been, made to have the property owner remove the sign. C.When the City mails the notice of violation, copies will be sent to both the permit holder and the property owner, if they are different persons. 325/34/QFOBMUZ Any violation of this Chapter is a misdemeanor and is subject to all penalties provided for such violations under the provisions of Chapter 901 of the Fridley City Code. Each day the violation continues in existence shall be deemed a separate violation. All signs are subject to any penalty for violation of the district requirements where they are located, even when not required to pay a fee or acquire a permit. 325/35/BQQFBMT To provide for a reasonable interpretation of the provisions of this Chapter, a permit applicant who wishes to appeal an interpretation by the City may file a variance application and request a hearing before the Appeals Commission. The Commission shall hear requests for variances and make their recommendation to the City Council in the following cases: 316 Jufn!9/ Fridley City Code Chapter 214Section 214.24.3.E. 1.Appeals where it is alleged that there is an error in any order, requirement, decision or determination made by the City in the enforcement of this Chapter. 2.Requests for variances from the literal provisions of this Chapter in instances where the strict enforcement would cause an undue hardship. Before the Commission shall grant a variance, it is the responsibility of the applicant to prove: A.That there are exceptional or extraordinary circumstances applicable to the property or to the intended use that do not apply generally to other property in the same vicinity and district. B.That the variance is necessary for the preservation and enjoyment of a substantial property right possessed by other property in the same vicinity and district; but which is denied to the property in question. C.That the strict application of the Chapter would constitute an unnecessary hardship. D.That the granting of the variance would not be materially detrimental to the public health, safety or general welfare or detrimental to the property in the vicinity or district in which the property is located. 3.All variances granted prior to November 21, 1977, unless otherwise specified by Council, remain in effect until: A.The sign is altered in any way, except for routine maintenance and change of messages, which makes the sign less in compliance with the requirements of this Chapter than it was beforethe alterations. B.The supporting structure of the sign is replaced or remodeled. C.The face of the sign is replaced or remodeled. D.The sign becomes dilapidated or damaged and the cost of bringing it into compliance is more than fifty (50%) percentof the value of said sign, at which time all of the sign and its structure be removed. E.Notwithstanding subparagraph (A) above, upon the change of the name of the business being displayed on this sign. At such time, the owner of said sign will have three (3) months to obtain a sign permit and construct a sign which meets all requirements of this Chapter or, obtain a variance for any new or existing sign which does not meet all requirements of this Chapter. 317 Jufn!9/ 318 Jufn!9/ 319 Jufn!9/ 31: Jufn!9/ 321 Jufn!9/ 322 Jufn!9/ 323 Jufn!9/ 325 Jufn!:/ AGENDA REPORT Meeting Date:November 8, 2021 Meeting Type:City Council Submitted By:Scott Hickok, Community Development Director Stacy Stromberg, Planning Manager NancyS.Abts, Associate Planner Title: Ordinance No. 1397, Amending the Fridley City Code Chapter 11, Fees, Amending Fees Charged for Signs and/or Billboards (First Reading) Background Proposed changes to the Sign Ordinance will affect the fees the City charges. Under proposed revisions to Chapter 214, Signs, permits will nolongerTherefore, Temporary sign permits will no longer be restricted to two, fourteen-day permits per year. The revised fee ordinance lists the price for a permit of any increment of time, up to 14 days. For days beyond 14, an additional $100 will be charged. Financial Impact The revenue associated with permits will no longer be received; however, the possibility for additional temporary signs may provide offsetting permit revenue. Permits will still be required for new signs and for structural changes to existing signs. Recommendation Staff recommend the Council conduct a first reading of Ordinance No. 1397. Attachments and Other Resources Ordinance No. 1397 Summary Ordinance No. 1397 (for publication) Vision Statement We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses. 326 Jufn!:/ Ordinance No. 1397 Amending the Fridley City Code Chapter 11, Fees, Amending Fees Charged for Signs and/or Billboards The City of Fridley does ordain, after review, examination and staff recommendation that Chapter 11, Fees, of the Fridley City Code be amended as follows: Fridley City Code Chapter 11 Fees 11.11. Fees CODE SUBJECT FEE 33 Administrative Citation or Penalty $100 per violation (General) $125 per violation (Fire Lane/Reserved Handicap Parking) $35 per violation (Other Parking) 33 Administrative Citation or Penalty Late Fee $25 (General) $30 (Fire Lane/Reserved Handicap Parking) $10 (Other Parking) 33 Administrative Hearing $200 Administrative Hearing 17 Auction $30.00 weekly, $150 year 205.30 Automatic Meter Reading Device Permit $25 per stationary device 27 Billiards $40 for first table, $10 each additional 15 Bowling Alleys $40 + $10 each lane 28 Carnivals $75 application fee $75 each day $3000 cash deposit or bond 30 Charitable Gambling (see Lawful Gambling) 21 Christmas Tree Lots $200 + $100 deposit 12 Cigarette Sales (see Tobacco) MS 462.355 Comprehensive Plan Amendment $1,500 206 Contractors See Chapter 206 217 Condominium (annual registration) a.!2-4 Ownership Units $20 b.!5-12 Ownership units $30 c.!13-24 Ownership units $40 Over 24 Ownership Units $50 217.04 Condominium conversion registration (one (a)!2 ownership units $500 time fee) (b)!3-7 ownership units $750 (c)!8-12 ownership units $1,000 Over 12 units $1000 + $50 per unit for every unit over 12 208 Conservation Plan Review (as part of building $450 permit for new construction 208 Conservation Plan Review as part of land See Chapter 206 alteration, excavating or grading permit process 327 Jufn!:/ 101 Dogs $25 Lifetime $5 duplicate license $25 Impound Fee $500 Dangerous Dog $500 Potentially Dangerous Dog 702 Drive-in Theaters $400 607 Entertainment $85 112 False Alarms $50 for sixth false alarm in single calendar year and for each subsequent false alarm in calendar year an additional $25 shall be thth added (e.g., 7 false alarm $75, 8 false alarm $100, etc.) 205 Farmers Market Event Permit $100 103 Fire Arms-Permit to Discharge $25 108 Fire Department Plan Review Fee 65% of the Fire Permit Fee 32 Food Establishment Business License $45 32 Food Temporary Business License $30 25 Golf Course, Driving Range $30 113 Haulers $100 for first truck and $40 each additional Mixed Municipal Solid Waste License truck (Garbage Truck) Yard Waste License Organics License Recycling License 24 Junk Yards $350 30 Lawful Gambling Permit $25 for one day small events, i.e. raffle, etc. 609 Liquor, Caterer Caterer Registration $100 annually Event Notification Permit $25/event 604 Liquor, Consumption and Display $300 Annual State Permit $25 One-Day City Permit 603 Liquor, On-Sale Intoxicating Holiday $100 Endorsement 603 Liquor, Lawful Gambling Endorsement $300 610 Liquor Manufacturers/Investigative Fee Individual $200 Partnership/Corporation $400 Alteration of Business $100 Change of Officers $25 On-Sale Brewer/Distillery Taproom License $600 Off-Sale Brewer/Distillery Growler License $300 603 Liquor, On-Sale Intoxicating No Entertainment a.!0-3000 sq ft - $6,000 b.!3001-6000 sq ft - $7,000 c.!over 6000 sq ft - $8,000 With Entertainment or Dancing a.!0-3000 sq ft - $7,000 b.!3001-6000 sq ft - $8,000 Over 6000 sq ft - $9,000 328 Jufn!:/ 603 Liquor, On-Sale Intoxicating Initial Investigative $200 individual Fee $400 corporation or partnership 603 Liquor, On-Sale Sunday $200 603 Liquor, On-Sale Intoxicating Temporary 1 day $25 (MN §340A.414, Sub.9) only 602 Liquor, 3.2% Malt Liquor Off-Sale - $60 On-Sale - $325 Liquor, 3.2% Malt Liquor, Holiday Endorsement $100 602 Liquor, 3.2% Malt Liquor, Initial Investigative $90 individual Fee $180 corporation or partnership 602 Liquor, 3.2% Malt Liquor Temporary $60 603 Liquor, Wine $1,000 603 Liquor, Wine Investigative Initial Fee $200 individual $400 corporation or partnership 603 Liquor (Employee Dispensing see Managerial License) 605 Liquor, Bottle Club $300 annual permit $25 one day permit 606 Liquor, On-Sale Intoxicating Club $300/club under 200 members (the annual license fee for an on-sale $500/club, 201-500 members intoxicating liquor license issued by a city to a $650/club, 501-1,000 members club must be no greater than the fee set in $800/club, 1001-2,000 members Minnesota Statute Chapter 340A: $1000/club, 2001-4000 members $2,000/club 4,001-6,000 members $3,000/club over 6,000 members 606 Liquor, On-Sale Club Holiday Endorsement $100 101 Livestock $100 annually Bees or Chickens $100 initial license/$25 renewal license 608 Lodging Tax 3% of rent charged 603 Managerial License (Liquor) $10 125 Massage Therapy Business License $400 annually Business Investigative $400 (new) $200 (renewal) Fee/Corporation/Partnership $200 (new) $100 (renewal) Business Investigation Fee/Individual/Sole $50 annually Prop. $25 annually Massage Therapist License Fee Therapist Investigation Fee 205.24 Master Plan, Application or Amendment $1,500 203 Mobile Home Parks $30 + $1 per trailer site (one-time fee) 22 Music Festivals $700/day + $100 filing fee 509 Motorized Vehicles Rental $50 per vehicle 220 Multiple Dwelling License Single rental unit $100.00 Two rental units $150.00 Three units $210.00 Four units $270.00 Five or more units $245.00 plus $12 per unit. Rental Inspection Fee $100 single, duplex and triplex $300 4+ units 329 Jufn!:/ Transfer Fee $25 License Fee after Revocation or Suspension 150% times the annual license fee 31 Pawn Shops Annual License fee $3,000 Monthly Transaction Fee $3.00 per transaction Reporting Failure Penalty $4.00 per transaction/ Investigation Fee $400 14 Peddlers/Solicitor $60 per peddler 23 Public Dance $75 13 Retail Gasoline Sales $60 Private Gasoline Pump $30 per location 407 Rights-of-Way 407.04!Registration Fee $50 407.05!User Fee (residential, commercial or $50 industrial 407.07!Excavation Permit $350 Obstruction Permit $50 Small Wireless Facility Permit $150 Permit Extension Fee $20 Delay Penalty $125 week 407.10!Mapping Fee $50 if data is not in city format and City GIS compatible. 407.11!Degradation Fee Restoration cost per square foot for the area to be restored. 127 Sexually Oriented Businesses $400 Investigation Fee $400 214 Signs and/or Billboards Permanent Sign !Wall Sign $100 !Free-standing/monument $200 !Re-face/face-change $50 Temporary Sign $100 for up to 14 days, plus $200 deposit refunded if conditions met 602, 603, 606 Social Skill Game Tournament Service Provider $100 annually nd 514 Snow Removal Penalty 2 Offense in any given year: $50 rd Violations of the provisions of this Section 3 Offense within 6 months of any prior shall be a misdemeanor, subject to penalties of offense: $200 th a maximum of $700 and 90 days in jail per 4 Offense or more within 6 months of occurrence. In the alternative, the City may, in prior offense(s): $500 its discretion, impose a civil penalty as follows: In addition, the City may charge to, and assess to the associated property, any damage to City property or injury to City employees attributable to violations of this section. 102.02 Storage fee for seized motor vehicles (Ord $10 per day for each day or part of a day 1250) the seized motor vehicle is held at a storage facility or impound lot. The total storage fees assessed on any one motor vehicle shall not exceed $500 or 50% of the 32: Jufn!:/ value of the motor vehicle as determined by competent authority, whichever is less. 102.02 Seizure fee for motor vehicles $200 assessed for each vehicle seizure; or $400 assessed to a vehicle owner or lien holder who refuses to repossess their own vehicles. 16 Street Vending $50 industrial/commercial $70 residential $100 both 116 Sun tanning Rooms $500 115 Swimming Pools, Public $250 per outdoor pool $350 per indoor pool + 25% of base per added pool, enclosed area 205.30 Telecommunications Permit to Locate on $400/user/tower Approved Site Telecommunications Towers and Facilities District (Ref Ord 1340) 205.30.24 DAS Application Fee $500 205.30.24 DAS Application Review Fee $1500 205.30.9(9) DAS Abandonment Escrow $2000 205.30 Temporary Outdoor Display License $75 205 Text Amendment to the Zoning Ordinance $1,500 12 Tobacco Products $125 12 Tobacco Product Shop $400 license application fee; $100 license investigation fee. 205.33 TOD Project Plan Application $1,500 205.33 TOD Tree Substitution Fee to TOD Capital $500/tree Project Fund 104 Tree Removal/Treatment $150 19 Used Motor Vehicles $150/year 205 Wetlands Certifying Exemptions $1500.00 Replacement Plan Application $1500.00 No Loss Determination $1500.00 Appeal of Decision $1500.00 206 Building Permit Fees See Chapter 206 206 Certificate of Occupancy Fees See Chapter 206 206 Electrical Permit Fees See Chapter 206 206 Land Alteration Excavating or Grading Fees See Chapter 206 Uniform Building Code Chapter 70 adopted by reference (Plan Checking Fees and Grading Permit Fees) 211 Lot Splits $1,250 206 Mechanical Permit Fees See Chapter 206 212 Mining Permit See Chapter 206 206 Moving Permits Fee See Chapter 206 206 Plumbing Permit Fees See Chapter 206 211 Plat $1,500/200 lots +$15 each additional lot 206 Reinspection Building Fee See Chapter 206 205 Rezoning $1,500 331 Jufn!:/ 206 Sewer Permit Fee See Chapter 206 205 Special Use Permit $1,000 for R-1 $1,500 for all others 206 Utility Excavations Permit Fees See Chapter 206 206 Water Permit Fee See Chapter 206 206 Water/Waterways Permit Fees See Chapter 206 205 Vacations, Right of Way or Easement $1,500 211 Variance $500 for R-1 $1,400 for all other *Prorate (see Chapter 603) Passed and adopted by the City Council of the City of Fridley this \[day\] of \[month\], 2021. ______________________________________ Scott J. Lund - Mayor ______________________________________ Melissa Moore - City Clerk First Reading: November 8, 2021 Second Reading: Summary Publication: 332 Jufn!:/ City of Fridley Summary Ordinance No. 1397 Amending the Fridley City Code Chapter 11, Fees, Amending Fees Charged for Signs and/or Billboards The City of Fridley does ordain, after review, examination and staff recommendation that Chapter 11, Fees, of the Fridley City Code be amended as follows: Fridley City Code Chapter 11 Fees 11.11. Fees CODE SUBJECT FEE 214 Signs and/or Billboards Permanent Sign !Wall Sign $100 !Free-standing/monument $200 !Re-face/face-change $50 Temporary Sign $100 for up to 14 days, plus $200 deposit refunded if conditions met Passed and adopted by the City Council of the City of Fridley on \[Date\]. The full text of the ordinance is available on the City website or for inspection by any person during regular office hours at the Office of the City Clerk. 333 Jufn!21/ AGENDA REPORT Meeting Date:November 8,2021 Meeting Type:City Council Submitted By:Korrie Johnson, Acting Finance Director Title Resolution No. 2021-108,Approving the Redemption of Series 2010A General Obligation Utility Revenue Bonds, for the City of Fridley Background The City of Fridley (City) was notified by Ehlers and Associates, Inc. that the 2010A General Obligation Utility Revenue Bonds were eligible to be called for redemption on December 15, 2021. Since the City has sufficient funds to issue an interfund loan for the remaining outstanding balance of $1,120,000, it seems prudentto refund these bonds and replace with an interfund loanfrom the Community Investment Fund(CIF). Financial Impact The financial impact of this redemption of the Bond will result in savings of about $98,000 in future interest costs allowing the CIF to recognize this interest internally. Recommendation Staff recommend the approval of Resolution No. 2021-108. Focus on Fridley Strategic Alignment Vibrant Neighborhoods &PlacesCommunity Identity &Relationship Building x Financial Stability & Commercial ProsperityPublic Safety & Environmental Stewardship Organizational Excellence Attachments and Other Resources Resolution No. 2021-108 Vision Statement We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses. 334 Jufn!21/ Resolution No. 2021-108 Approving the Redemption of Series 2010A General Obligation Utility Revenue Bonds, for the City of Fridley Whereas, the City Council of the City of Fridley (Council) issued its $2,810,000 General Obligation Utility Revenue Bonds, Series 2010A (Bonds), dated August 4, 2010, of which $1,120,000 remains outstanding; and Whereas, the Bonds maturing in the years 2022 through 2026, inclusive, are subject to redemption and prepayment at the option of the City on February 1, 2020, and on any date thereafter, at price of par plus accrued interest, all as provided in the Resolution No. 2010-40 of the City Council, dated July 12, 2010, authorizing the issuance of the Bonds; and Whereas, the Council deems it desirable and in the best interests of the City to call the 2022 through 2026 maturities of the Bonds, inclusive, totaling $1,120,000 in principal amount, on December 15, 2021, in accordance with Resolution No. 2010-40. Now, therefore be it resolved, that the City Council of the City of Fridley hereby directs all of the Bonds maturing in the years 2022 through 2026, inclusive, shall be redeemed and prepaid on December 15, 2021 at par and accrued interest for each such Bond called. Be it further resolved, that the City Manager shall cause the Notice of Call for Redemption attached hereto as Exhibit A to be mailed by first class mail (postage prepaid) not less than 30 days prior to December 15, 2021, the date for call, to the paying agent where the Bonds are payable and to all registered holders of the Bonds. Be it further resolved, that the City Manager is hereby authorized and directed to deposit with the paying agent where the Bonds are payable prior to said call date sufficient funds to pay the principal and interest due on the Bonds called for redemption as of the call date. th Passed and adopted by the City Council of the City of Fridley this 8 day of November, 2021. _______________________________________ Scott J. Lund Mayor Attest: Melissa M. Moore City Clerk 335 Jufn!21/ Exhibit A Notice of call for Redemption of General Obligation Utility Revenue Bonds, Series 2010A Notice is hereby given that by order of the City Council of the City of Fridley, Anoka County, Minnesota, there have been called for redemption and prepayment on: December 15, 2021 those outstanding bonds of the City designated as General Obligation Utility Revenue Bonds, Series 2010A, dated August 4, 2010, having stated maturity dates in the years 2022 through 2026, inclusive, and totaling $1,120,000 in principal amount. Year CUSIP Number* 2022 358370 B86 2023 358370 B94 2024 358370 C28 2025 358370 C36 2026 358370 C44 The bonds are being called at a price of par plus accrued interest to December 15, 2021, on which date all interest on the bonds will cease to accrue. Holders of the bonds hereby called for redemption are requested to present their bonds for payment, at Bond Trust Services Corporation, 3060 Centre Pointe Drive, Roseville, Minnesota, 55113-1122. 336 Jufn!22/ AGENDA REPORT Meeting Date:November 8,2021 Meeting Type:City Council Submitted By:Korrie Johnson, Acting Finance Director Title Resolution No. 2021-109,Approving an Interfund Loan from the Community Investment (CI) Fund to the Utility Funds (Water, Sanitary Sewer and Storm Sewer)in the Amount of $1,120,000 Background The City of Fridley (City) was notified by Ehlers and Associates, Inc. that the 2010A GO Utility Revenue Bonds (Bond) were eligible to be called for redemption on December 15, 2021. Since the City has sufficient funds to issue an interfund loan for the remaining outstanding balance of $1,120,000, it seems prudentto refund these bonds and replace with an interfund loanfrom the Community Investment Fund (CIF). Financial Impact The financial impact of this redemption of the Bond will result in savings from paying an outside agency $98,000 in future interest costsat an interest rate of 3.5% and insteadallowing the CIF to recognize $68,000 in interest over the succeeding five years at an interest rate of 2.0%. Recommendation Staff recommend the approval of Resolution No. 2021-109. Focus on Fridley Strategic Alignment Vibrant Neighborhoods &PlacesCommunity Identity &Relationship Building x Financial Stability & Commercial ProsperityPublic Safety & Environmental Stewardship Organizational Excellence Attachments and Other Resources Resolution No. 2021-109 Exhibit A: Debt Service Schedule Vision Statement We believe Fridley will be a safe, vibrant, friendly and stable home for families and businesses. 337 Jufn!22/ Resolution No. 2021-109 Approving an Interfund Loan for the remaining outstanding balance ($1,120,000) of Series 2010A General Obligation Utility Revenue Bonds Whereas, the Fridley City Council (Council) deems it desirable and in the best interests of the City to call the 2022 through 2026 maturities of the 2010A Bond (Bond), inclusive, totaling $1,120,000 in principal amount, on December 15, 2021, in accordance with the Resolution No. 2010-40; and Whereas. the City shall issue an Interfund Loan (Loan) from the Community Investment Fund to the Water, Sanitary Sewer and Storm Water Utility Funds No. 601-603 (Utility Funds) to pay off the remaining balance of $1,120,000 attached as Exhibit A; and Whereas, the remaining balance on the original Bond was calculated at 3.5% interest and the interest on the internal fund will be calculated at 2% which will result in an overall interest savings of $30,125; and Whereas, the Utility Fund shall repay the Community Investment Fund from revenues provided by utility rates and charges as determined by the Council, consistent with Sections 7.02 and 11.02 of the Fridley City Charter (Charter); and Whereas, the Council hereby authorizes and approves an Interfund Loan from the Community Investment Fund to the Utility Funds (Water, Sanitary Sewer and Storm Sewer) per the terms stipulated below; and Whereas, the Utility Funds shall repay the Loan from the Community Investment Fund as outlined below. Principal: $1,120,000 Interest Rate: 2.0% Loan Term: 5 Years Annual Payment Amount: Up to $245,000 First Payment Due: December 16, 2022 Final Payment Due: December 16, 2026 Whereas, the outstanding principal and all accrued interest payable under the Loan are pre payable in whole or in part at any time by the Utility Funds without premium or penalty. No partial prepayment shall affect the amount or timing of any other regular payment otherwise required to be made under this Loan; and Whereas, the City may amend the terms of the Loan as described above at any time by a resolution of the Council, including a determination to forgive the outstanding principal amount and accrued interest to the extent permissible under law and Section 7.10 of the Charter. 338 Jufn!22/ Now, therefore be it resolved, that the City Council of the City of Fridley hereby authorizes an interfund loan in the amount of $1,120,000 to occur between the Community Investment Fund th and Utility Funds beginning December, 16, 2021. th Passed and adopted by the City Council of the City of Fridley this 8 day of November, 2021. _______________________________________ Scott J. Lund Mayor Attest: Melissa M. Moore City Clerk 339 Jufn!22/ Exhibit A Debt Service Schedule City of Fridley December 16,2021 Interest rate at 2% Fund 601,602,603 Utility RevenueWater FundSanitary Sewer FundStorm Water Fund $1,120,000 601602603 Payment Dates PrincipalInterestPrincipalInterestPrincipalInterestPrincipalInterest 12/16/2022 205,000.00 22,400.00 140,000.00 15,100.00 40,000.00 4,200.00 25,000.00 3,100.00 12/16/2023 215,000.00 18,300.00 145,000.00 12,300.00 40,000.00 3,400.00 30,000.00 2,600.00 12/16/2024 225,000.00 14,000.00 150,000.00 9,400.00 40,000.00 2,600.00 35,000.00 2,000.00 12/16/2025 235,000.00 9,500.00 155,000.00 6,400.00 45,000.00 1,800.00 35,000.00 1,300.00 12/16/2026 240,000.00 4,100.00 165,000.00 2,800.00 45,000.00 800.00 30,000.00 500.00 Total 1,120,000.00 68,300.00 755,000.00 46,000.00 210,000.00 12,800.00 155,000.00 9,500.00 33: