Agenda for Regular Common Council Meeting

1 Regular Council Meeting June 16, 2026 AGENDA FOR REGULAR COMMON COUNCIL MEETING CITY OF SUPERIOR, WISCONSIN June 16, 2026 at 6:30 p.m. Government Center, Board Room 201, 1316 N 14th Street, Superior, WI 54880 1. PLEDGE OF ALLEGIANCE 2. ROLL CALL 3. PRESENTATIONS AND PUBLIC HEARINGS 3.1. Public Hearing to approve R26-13874, a resolution approving the 2026-2030 Community Development Block Grant Consolidated Plan and the 2026 Action Plan; authorizing staff to submit plans to U.S. Department of Housing and Urban Development. 4. APPROVAL OF MINUTES 4.1. J une 2, 2026 – Regular Common Council Meeting 5. CORRESPONDENCE TO BE FILED 6. MAYOR’S REPORT 6.1. Report from Mayor Paine 6.2. Approve the Superior Med Spa small business grant award amendment increasing the amount from $12,390.00 to $20,000.00. 6.3. Committee appointments. 7. STANDING COMMITTEE REPORTS 7.1. Human Resources Committee (No meeting to report) 7.2. Public Works Committee (Meeting held June 4, 2026) RECOMMENDATIONS: 7.2.1. Approve O26-4427, an ordinance amending City Code, Chapter 58, garbage and trash, article IV, Recyclable Waste Materials to align with state statutes 287.05 to 287.11 and reference to foam polystyrene packaging as nonrecyclable. [20260616R 1] 2 Regular Council Meeting June 16, 2026 7.2.2. R2 6 -13875, a resolution concerning the Wisconsin Department of Natural Resources Compliance Maintenance Annual Report (CMAR) for 2025. 7.2.3. Award contract to Sipsas Excavating for the 2026 South Superior Storm Sewer Project in the amount of $576,096.90. 7.2.4. Award engineering services to Short Elliot Hendrickson (SEH) for the CSTP 5 Facility Improvements Design project in the amount of $450,000.00. 7.2.5. Award engineering services to Short Elliot Hendrickson (SEH) for the CSTP 6 Facility Improvements Design project in the amount of $419,000.00. 7.2.6. Award the Facilities Planning for PFOS and PFOA Project to Donohue and Associates at a proposed amount of $434,445.00. 7.2.7. Proceed with the Landfill Leachate PFAS Treatment Pilot Project with Xylem in an amount not anticipated to exceed $182,500.00. 7.2.8. Approve R26-13877, a resolution authorizing city representatives to perform grant related actions in support of the boating infrastructure grant application for the Barker’s Island Transient Dock Replacement. 7.2.9. Approve the Wastewater Connection Cooperative Agreement with Enbridge Energy. 7.2.10. Approve an Engineering Design Contract with SEH to create 100% design plans for the Dwight’s Point Phase II Project at an estimated cost of $115,500.00. 7.2.11. Approve a C onstruction Cooperative Agreement between the City of Superior and Superior Water, Light, and Power to support elimination of lead services lines in the City of Superior. 7.3. Finance Committee (No meeting to report) 7.4. Licenses and Fees Committee (Special meeting held June 11, 2026) Report from the Chair. 7.5. Public Safety Committee (Special meeting held June 4, 2026) Report from the Chair. RECOMMENDATIONS: 7.5.1. Award the N orth End Fire Station Solar System project to Hunt Electrical Services in the amount of $76,715.00, with a net project cost of $53,700.50. [20260616R 2] 3 Regular Council Meeting June 16, 2026 7.5.2. Waive the official bidding process according to the City ordinance Sec. 2-377 (d), recommend and approve the contract with DSC Communications in the amount of $169,991.00 for the North End Fire Station Technology and Alerting System. 7.5. Committee of the Whole Meeting (No meeting to report) 8. SPECIAL COMMITTEE REPORTS 8.1. REPORTS WITH RECOMMENDATIONS 8.1.2. Parks & Recreation Commission (Meeting held May 28, 2026) Report from the Chair. RECOMMENDATIONS: 8.1.2.1. Approve the Land Lease and Use Agreement with Twin Ports Rugby Football Club for placement of a portable storage shed at Susen’s Field at an annual lease fee of $20.00 each year. 8.1.2.2. Approve the Pat Currie/Gene Rosberg Pavilion Naming at Woodstock Bay Park. 8.2. REPORTS SANS RECOMMENDATIONS 8.2.1. Assessment Board of Review (Meeting held June 2, 2026) Report from the Chair. 8.2.2. Plan Commission (Meeting held June 9, 2026) Report from the Chair. 9. OLD BUSINESS 10. NEW BUSINESS 10.1. Mi scellaneous licenses. 10.2. Original “Class B” Liquor application for Ritual Salad, LLC. dba Ritual Marketplace at 1323 Broadway Street (Agent: Cori-Lee Zastera) for current license period through June 30, 2026. 10.3. F inal 2026-2027 Report of Renewal Applications for Retail Alcohol Beverage and Cigarette, Tobacco, and Vape Product Licensing. 10.3.1. Part 1: License renewal applications recommended for renewal. [20260616R 3] 4 Regular Council Meeting June 16, 2026 10.3.2. P art 2 : License renewal applications with delinquent special assessments, personal property taxes, outstanding license fees, and/or code or ordinance violations. 10.4. R2 6-13876, a resolution establishing a temporary moratorium on new data center development applications and referring the matter to the Plan Commission for study and recommendations. 10.5. O 26-4428, an ordinance amending City Code, Chapter 62, Health and Sanitation, Article I, In General, to create Section 65-6, Restricted Consumption Products; Vending Machine Sales Prohibited. 11. BUSINESS BY PUBLIC Due to the requirements of the Wisconsin Open Meetings laws, only matters placed on this agenda may be approved by the Council at this meeting. Citizens who wish to address the council may do so during Business by Public by signing up with the city clerk and indicating the agenda item they wish to address. All comments by members of the public shall be limited to three minutes in length. Electioneering or personal attacks are not allowed. The City of Superior complies with the Americans with Disabilities Act of 1990. If you need an accommodation to participate in the public meeting process, please contact the City Clerk’s Office at (715) 395 -7200 (OR dial 711 for Telecommunications Relay Service) prior to the scheduled meeting. The city will attempt to accommodate any reasonable request depending on the amount of notice received. In compliance with Wisconsin Open Meetings Law, this agenda was posted on 06/12/2026 at the following locations: Superior Government Center, Douglas County Courthouse, and online at https://www.superiorwi.gov/agendacenter. It was also emailed to the Superior Telegram and the Superior Public Library. [20260616R 4] Date: May 27, 2026 City Council Date: June 16, 2026 M E M O R A N D U M TO: Mayor Jim Paine and Members of the Common Council FROM: Jason Serck, Planning, Economic Development & Port Director RE: Public Hearing for the 2026- 2030 CDBG Consolidated Plan and First Year Action Plan - AMENDED INTRODUCTION –The City of Superior is designated as an entitlement community for the receipt of funding under the Community Development Block Grant (CDBG) program. The US Department of Housing and Urban Development (HUD) requires a public hearing to be held before approval of the 2026- 2030 CDBG Consolidated Plan and First Year Action Plan. The Community Development Division is submitting the following resolution for consideration at the June 16, 2026 City Council meeting: “Resolution introduced by the Community Development Division to approve the 2026 - 2030 Community Development Block Grant Consolidated Plan and the 2026 Action Plan; authorizing staff to submit plans to U.S. Department of Housing and Urban Development.” The “Notice of Availability of the 2026 - 2030 CDBG Consolidated Plan and 2026 Action Plan and Public Hearing” was posted and the Plans were available for review on May 6, 2026. CONCLUSION – Please approve this resolution and authorize plan submittal to HUD. [20260616R 5] City of Superior 2026 Action Plan Budget Matrix CITY ACTIVITIES ALLOCATION ALLOCATION AMENDED ADMINISTRATION & PLANNING 21A Administration $131,447 $128,326 21D Fair Housing $1,800 $1,800 HOUSING 14A One Roof Community Lending $100,000 $100,000 PUBLIC FACILITIES & IMPROVEMENTS 03F 18 Oaks Park $100,000 $20,000 03F Benny Peterson Park $100,000 $170,000 03F Broadband $500,000 $500,000 03L CDBG Census Tract Sidewalks $100,000 $100,000 TOTAL CITY ACTIVITIES $1,033,247 $1,020,126 Matrix PUBLIC SERVICES ACTIVITIES 05G Center Against Sexual & Domestic Abuse, Inc. (CASDA) $18,000 $18,000 03T Harbor House Crisis Shelters $18,000 $18,000 05M Mentor Superior $6,500 $6,500 05D Boys & Girls Club $6,500 $6,500 03T NWCSA - Homeless Services $18,000 $18,000 05B NWCSA - Memory Lane $5,000 $5,000 03T NWCSA - Supportive Housing $18,000 $18,000 TOTAL PUBLIC SERVICES $90,000 $90,000 2026 CDBG BUDGET Total City Activities $1,033,247 $1,020,126 Total Public Services $90,000 $90,000 TOTAL BUDGET $1,123,247 $1,110,126 2026 FUNDING SOURCES 2026 CGBG Grant $666,237 $650,634 Reallocated Funds $457,010 $459,492 TOTAL FUNDS AVAILABLE $1,123,247 $1,110,126 [20260616R 6] RESOLUTION # R26-13874 RESOLUTION INTRODUCED BY THE COMMUNITY DEVELOPMENT DIVISION TO APPROVE THE 2026 – 2030 COMMUNITY DEVELOPMENT BLOCK GRANT CONSOLIDATED PLAN AND THE 2026 ACTION PLAN; AUTHORIZING STAFF TO SUBMIT PLANS TO U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT WHEREAS, the City of Superior is designated by the U. S. Department of Housing and Urban Development (HUD) as an entitlement community for the receipt of direct funding under the Community Development Block Grant (CDBG) program; WHEREAS, the City’s CDBG Advisory Board has approved the public services budget for the 2026 Action Plan; WHEREAS, a Public Hearing was held regarding the 2026 – 2030 Consolidated Plan and 2026 CDBG Action Plan on June 16, 2026; WHEREAS, the City estimates that $650,634 of CDBG entitlement funds and $459,492 of reallocated funds will be available for disbursement during 2026; NOW, THEREFORE, BE IT RESOLVED by the Common Council of the City of Superior, Wisconsin, that the Common Council hereby approves the 2026 – 2030 Community Development Block Grant Consolidated Plan and 2026 Action Plan, as described in the attached 2026 Action Plan Budget, and directs staff to submit Plans to the U.S. Department of Housing and Urban Development. Passed and adopted this 16th day of June, 2026. Approved this 16th day of June, 2026. ____ _________ Mayor Jim Paine Attest: City Clerk, Heidi Blunt [20260616R 7] 1 Regular Council Meeting June 2, 2026 PROCEEDINGS OF THE REGULAR COMMON COUNCIL MEETING CITY OF SUPERIOR, WISCONSIN June 2, 2026 at 6:35 p.m. Government Center, Board Room 201, 1316 N 14th Street, Superior, WI 54880 1. PLEDGE OF ALLEGIANCE 2. ROLL CALL Present: Sarah Anderson, Garner Moffat, Joe Radtke, Tylor Elm, Karly Caven, Mike Herrick, Rob Hering, Jack Sweeney, Lindsey Graskey – 9 Virtual: Absent: Nick Ledin – 1 Also Present: Mayor Paine, City Attorney Prell, City Clerk Blunt, Deputy City Clerk Bacon 3. PRESENTATIONS AND PUBLIC HEARINGS 4. APPROVAL OF MINUTES 4.1. May 19, 2026 – Regular Common Council Meeting MOTION TO APPROVE, by Councilor Elm, was seconded by President Herrick and carried. 5. CORRESPONDENCE TO BE FILED 6. MAYOR’S REPORT 6.1. Report from Mayor Paine 6.2. Committee, Board, and Commission Appointments 7. STANDING COMMITTEE REPORTS 7.1. Human Resources Committee (Meeting held May 18, 2026) Report from Councilor Sweeney. 7.2. Public Works Committee (No meeting to report) 7.3. Finance Committee (Meeting held May 26, 2026) Report from Councilor Sweeney. 7.4. Licenses and Fees Committee (No meeting to report) 7.5. Public Safety Committee (Meeting held May 21, 2026) Report from Councilor Elm. [20260616R 8] 2 Regular Council Meeting June 2, 2026 RECOMMENDATIONS: 7.5.1. Waive bidding process and award North End Fire Station Plymovent Vehicle Exhaust System Removal System contract to Hastings Air Energy Control Inc. in the amount of $62,785.00. MOTION TO APPROVE, by Councilor Elm, was seconded by Councilor Anderson and carried. 7.5. Committee of the Whole Meeting (No meeting to report) 8. SPECIAL COMMITTEE REPORTS 8.1. REPORTS WITH RECOMMENDATIONS 8.1.2. Plan Commission (Meeting held May 19, 2026) Report from Mayor Paine. RECOMMENDATIONS: 8.1.2.1. Small Business Grant Application for Range Real Estate, LLC, doing business at 1320 Banks Avenue for expenses including removal and replacement of roof and drains in the amount of $20,000.00. MOTION TO APPROVE, by Councilor Elm, was seconded by Vice President Moffat and carried. 8.1.2.2. Small Business Grant Application for Superior Med Spa, doing business at 1613 Tower Avenue for expenses including the addition of three treatment rooms in the amount of $12,390.00. MOTION TO APPROVE, by Councilor Elm, was seconded by Vice President Moffat and carried. 8.2. REPORTS SANS RECOMMENDATION 8.2.1. Historic Preservation Committee (Meeting held February 25, 2026) Report from the Chair. 8.2.2. Public Art Commission (Meeting held April 28, 2026) Report from the Chair. 9. OLD BUSINESS 10. NEW BUSINESS 10.1. Miscellaneous licenses. MOTION TO APPROVE, by Councilor Graskey, was seconded by President Herrick and carried. [20260616R 9] 3 Regular Council Meeting June 2, 2026 10.2. Original “Class B” Liquor application for Bridgeview Superior, Inc. dba Best Western Superior at 415 Hammond Avenue (Agent: Elizabeth Bolts) for current license period through June 30, 2026. MOTION TO APPROVE, by Councilor Graskey, was seconded by Councilor Elm and carried. 10.3. Preliminary 2026-2027 Alcohol Beverage and Cigarette, Tobacco, and Electronic Vaping Device Retail License Report: 10.3.1. Part 1: License renewal applications on track to be recommended for approval at the June 16, 2026 Regular Common Council Meeting. No action taken. 10.3.2. Part 2: License renewal applications with delinquent special assessments, personal property taxes, outstanding license fees, and/or code or ordinance violations. MOTION TO SET A PUBLIC HEARING with the License and Fees Committee on June 11, 2026 at 10:00am by Vice President Moffat, was seconded by Councilor Graskey and carried. MOTION TO REFER all three establishments listed in Part 2 to the License and Fees Committee by Vice President Moffat, was seconded by Councilor Graskey and carried. 11. BUSINESS BY PUBLIC 11.1 Jay Akervik spoke regarding a commercial property. 11.2 Jeff Monaghan spoke in support of increased commercial recycling programs and had ideas for recycling/environmental beautification incentive programs. Meeting adjourned at 7:35 p.m. Respectfully submitted, Heidi Blunt, City Clerk Superior, Wisconsin Approved this 16th day of June, 2026. Attest: ____________________________________ Mayor ____________________________________ City Clerk [20260616R 10] [20260616R 11] PROPOSAL Date: 6/10/2026 Flat Roof Guys, LLP Client: Tia Conley 114 S 18th Ave East, Duluth, MN 55812 Job Location: 1613 Tower Ave flatroofguys@gmail.com JOB: TEAR-OFF RE-ROOF BACK SECTION, REPAIR FRONT SECTIONS Scope of work to be performed: -Remove existing roof from the rear building and repair any rotten decking -Mechanically fasten down new hardboard and fully adhere 60 Mil rubber through deck out over walls -New metal 90 around entire perimeter -Look over front two roofs and make repairs to extend roof over the next 3 years until replacement -Clean-up and remove all waste Proposal Quote: We propose to supply materials and perform all labor for the above at the following price. Fifteen Thousand Two Hundred Twenty & 00/00 Dollars $15,220 Authorized signature: Proposal offer is valid for 30 days from today’s date. Mason Williams-Owner/Operator Authorized Signature: Date:___________________ *Signed contract agrees to 50% down with remainder due upon completion* [20260616R 12] AMENDMENT I TO THE SMALL BUSINESS GRANT PROGRAM DEVELOMENT AGREEMENT BETWEEN CITY OF SUPERIOR, WISCONSIN AND Superior Med Spa This Amendment I made and entered into this 16th day of June, 2026, by and between the CITY OF SUPERIOR, State of Wisconsin, Douglas County, a municipal corporation existing by and under the authority of the laws of the State of Wisconsin, hereinafter referred to as the GRANTOR and Superior Med Spa company, hereinafter referred to as the GRANTEE. The Parties desire to amend the Agreement as follows: “Improvements” means those improvements as described and specified in the Construction Plans, but generally described as expenses including the addition of three treatment rooms and the Eligible Uses. The Improvements are expected to cost approximately $24,780.00 $40,000.00. Section 3.01 Construction Plans Eligible Uses, at a development cost totaling approximately $24,780.00 $40,000.00. Section 3.06 Grant Payment for Eligible Uses. Upon the Grantee providing the copies of the paid invoices required in Section 3.05A., and upon the City’s issuing the Certificate of Completion, the City shall pay the Grantee through the Grant for the Eligible Costs incurred for the Eligible Uses pursuant to the Grant in the maximum aggregate amount of $12,390.00 $20,000.00. [20260616R 13] EXHIBIT D SOURCES AND USES OF FUNDS FOR PROJECT SOURCES Owner Equity (min. 10%) $24,780.00 $40,000.00. City Grant (50%) Loan/Other Funds $20,000.00 Total $24,780.00 $40,000.00. USES Estimated cost of acquisition and construction/renovations of the Development Property $24,780.00 $40,000.00. Eligible Uses for the Grant: The addition of three treatment rooms $24,780.00 $40,000.00. Total $24,780.00 $40,000.00. All other terms and conditions of the Agreement shall remain in full force and effect. ATTEST: _______________________ Superior Med Spa CITY OF SUPERIOR: _________________________ Mayor Paine _________________________ City Clerk Blunt [20260616R 14] Small Business Grant Application Cover Sheet Date: 5/l / Q V Business: Sux?tYl \Jr \11\0..~ SoC\ Applicant{s) name{s ):._!...;...;....\ tAx..:.-.....;;t))...;...;...n~~;;..l.l1't---------- Ch ec kl i st (Please make sure the following items are attached to application): Ej Construction plans/bids for work {if applicable) E] Contractor Information {if applicable) IZJ Project Timeline @Sources and Uses Budget Sheet m Proof of Financing G W9 for Business Please submit applications to: planning@superiorwi.gov or mail/drop off at: City of Superior Planning Department 1316 N 14th Street, Suite 210 Superior, WI 54880 4 I City of Superior SBGP 2026 [20260616R 15] City of Superior- Economic Development Fund Small Business Grant Program Application Date: 0/ \ ( ~lj) Grant Number (office use only): ______ _ Business Information BusinessName: 6\A,y?t,(iOV' Y'vUd 500.. Llt Type (existing, new, relocation, etc.): i1<\o\){\5 Year established: 3-LI ~jrS BusinessAddress: ll9\3 IDV\Jltr AVQ.. bu.pW\D( \/\)\ 6L\B'OO Project Site Address (if different):. _________________ _ Phone: 2\~ - QC\3-QL\Slo Email:t\f\~S\AQ.QX .lCY 1'<\~dSV?CX@ f)I''OC\i \ . tOM Website: 8\A;~Q&X I\)'{ VW.c\ :S%2C\. \\ t-. eJ)M Most recent tax year Gross Revenue:----l.Q~O_Lj'-t,......:B"'-~.....:....:::S:.....:.'-~....:....<1__:__ ________ _ Current Average Monthly Payroll: ld,OOD-\L\, ooo Business Description: f\I\.S2-c\ i t-0-\ 0¥26 Number of Employees (FT /PT):_<4....;___ How will your project serve and benefit the public interest? * 1N O..ck1ifl0(\ O.(: 0 t-YtO\tMID\- VDDi"f\S \'\1\~\ (A\)DW US 1\> SQ.y\/t. ffiOl(Q; ~\\W\Si n.c\utt W~H t\Cf\RSt q UQ_O..\t. \\ct\10\S ~Y'~~ ·U'V0..'\1()("\ Whi \-t 0\'<\>Wte\ \ \Xll \ .) DhS TV\10 6t .\Pi?Drt J t-t)0tr\ lou:nD0 ~tw-Ln~r~ Q.,m~\o l\U hi re.s ·tt> rn.e.e.t-e_tx>(\0 M\..\. lnl~ CA \.So \C\.l \ow rt'>'lv rAe:\ d.\ 1-i'bf"\<!l..l W m ·m'vL-'f)\ t-\1 c\ .J{_ffiCLf'lO • * This question will not remove you from consideration, but it will help the Plan Commission prioritize applications if more are submitted than funding allows. *Examples of public purpose statements include: • This project helps to support the local economy. • My business employes 10 people. • My project promotes a strong community with social engagement. • Supply the community with local products and services. • My building has historic elements that I want to preserve. -- .. . -··. -- - - ·- --- --· . ·- . . ···- 5 I City of Superior SBGP 2026 [20260616R 16] Applicant/Owner Information Name(s): ·ruA. l,on\tl1, De . k:.llWSiJn, k.q\L ~tn\t'-·L \\]j\.9.-V lD(\\t:j Applicant Mailing Address: \ lQ 1·3 TDVV-lUr f\V.t 0\W.t._y .I DY: V\J \ 0'-\ 8 l) D I Phone: Ql~ ·- oqE) - SqL)lo Email: ______________ _ Other owners (if any): t, \<.. \0 V\1 U LL~ Project Site Owner: "1\ CA Wh l.Uj Is the Project Site in a historical building or neighborhood? ------------ Project Information Detailed Project Description-List the specific project(s) you will do utilizing grant funds: __ ((,Ylet<f\ 1\£) 2> tlt0.-\-¥1'\Q..f\t rODMS (Attach additional pages if needed) Total Project Cost (estimated): 9£1 -1 t)D ~~~--------------------- Grant Amount Requested: ld 3q D --~~~------------------- Attach to application: 1. Detailed Construction Plans & Contractor Information (if applicable) 2. Print outs/ads/quotes/bids for anticipated purchases and services 3. Timeline-must start AFTER final approval from the City Council and within 1 year of approval. Use the most accurate dates possible. 4. Sources and u'ses Budget Sheet-see example on page 7 5. Proof of Financing-Including bank statements, loan information, or other official documents showing where initial funding will be sourced 6. W9 for Business 6 I City of Superior SBGP 2026 [20260616R 17] I hereby certify that the above information is true and correct to the best of my knowledge. Date S / I f d lf2 Applicant Name/Title (printed)_.\;_\_C\_;__t-D_'<l_U____,...lj+--(;_D_D __________ _ Signatur~~ ~flo~ Applicant Name/Title (printed) ____________________ _ Signature-----------------,-------------- 7 I City of Superior SBGP 2026 [20260616R 18] Property owner permission if applicant is a tenant in the project building. I (we), as legal owner(s) of the property listed above, authorize the undertaking of a construction project requiring building permits as described in this application. I (we) as legal owner(s) state that to my( our) knowledge, no other property owned by me( us) has received Small Business Grant Program funding in the last three years. Date f:> f I I ~L9 Property Address I le \'3 \I) V\J lY BV ~ Su.p . .Qx)D'!, \!\)\ <Y-\ tO <DO OwnerName(pri~~)_f~\~=· ~~~n~~~~~~~~~~~~~~~~~~~~~ Signature~ ~ OwnerName(printed)~~~~~~~~~~~~~~~~~~~~~~~~ Signature ______________________________ _ 8 I City of Superior SBGP 2026 [20260616R 19] Sources and Uses Sources & Uses Template (use this space, or attach your own) Funding Sources Uses u (\Q._ o ~ t,v t-o\\ r €/\A' \ o\ D\.A. \- ct u o t R.S C\-\--\--0.. ~ (.ru_c~ Total: $1~.-ll I 'bo Total: f1 '-\ \ l t(JO EXAMPLE Funding Sources Uses XYZ Bank Revolving Credit $20,000 Tables from Tables R Us $5,000 (quote attached) JKL Business Owner Funding $5,000 Bathroom Remodel YYY Construction $10,000 (bid attached) Development Association Loan $5,000 Landscape by RRR Landscape $25,300 (2 bids attached as the bid is over $25,000) Wisconsin Grant $15,300 Plants from local nursery $5,000 (detailed listing with prices and planned purchases attached) Total: $45,300 Total: $45,300 • *Do not include SBGP funds in your sources and uses-as a reimbursement grant, you will not be able to use these funds until after you have paid for the project in its entirety. *Sources & uses totals should be the same. Anything you list in either column must have a supporting document ie-bank statements, quotes, bids, pricing sheets with vendor information clearly stating what is being purchased. 9 I City of Superior SBGP 2026 [20260616R 20] -,_ - ·-' - - - r---E. .1_ :1- ""T ,_ 1- 1-- ""'- ,_ l i · ~ r-- ,_ -f- I ~ ~ I\ 11-ll It [ ·3 . I'· ..... ~ i k f.- - _., - ~ S::-- ....... ' ~ l)\ ~ i ~- 1- ,_ 2. ~~ ~ r-· ..-~ ~ ~ ~ ,_ ·- I~ .. If'~ ~ "ii ._ ;;:: ~ .. \ / ' ..!. ~ ..... ~ "'~ t I r;:- i::: • () ~ ~ ( ~~ ).• t ~ - ~ ~ ~ I ~ ~ ~: ~ 1 ...- II'- ~ ~ .... \ t ........ ~ ~ ~ · ~ - ~. l\ -~ ..... _ .. "" .._, ;"' ~) ~ ~ ~~ ... ~ I ~ ~ - I s lt .. !.,> - I '" ~- ~" ~ r1 g- ~ ~ A ~-' - ~ 1•!- ~ ~ '- ~ I "' 1-:-oo..' ~ IV ~ ~ .... I -~ ;.. ~ -~ ~ ~ ~ ~ _I , · ~ ~ lJ'. C\ r ~~ p- ~ iL-~ ~ [\ ~ , s_ "\ {'-- ·~ """" ~ ' - ~ )\.. ... {j 1 / y [);:, ct ..... ~ ) I ........ ~ k ~ ~ ~ ~ b~ 1 I ~ ~ .,... ~ :t f5' .. I~ . I ::::::: ~· I:;:: L ~ ...... X 11 - ~ !t I"' ~ 1 !{' l 1- ·-..1: r""""l ~ ~ ~ . ~ _t ~ ~ ~ rt \.\ I I ~ ~ ~ "" ~ .. ' t=:• "" .;- ' lA -:i~ ~ l \, ,. I -: ~ ' ~ ~ (\ ln.. ~ . Ll) ~ )-.. ' -..J) I~ <t--.. J. '-l -: ~ ~ .....:: ~ & t' . ' ~ . (... "" ~ ~ ~ ~ f'\" -~ !- b ~ ~ 0 r?-..,.., t IL,. ~. -.... ('J ~ ~- l\ ~ ~- 1' '1 - fA ~ ~ r- --: ""'\., '\}\ ,..... ~ ( 1\ I~ 'I ~ ' r ~ ~ ~ I )) ~ " VN ~ ~ -1.. ~ ~· , ... .£!.. ' ~ ~ t-- ;:: l' L~ ~ ~ ~ ~ ~ ...,.. - a ...... ~ ~ .-. I I " ::::-.. If\ ~ "' s- ~ ~ ,, ........ l ~ ~ ~ .... \. ')( ' 1 rt ~,.~I\ ~, ~ tl )\ ... !:'\ - ~f- ~ ~~ . -t1 ~ l ~roo ~ Iii! ~ I....., :- ) ~ ,- ~ ~ ~ ~ ..... ""' ....... r ~ ~ I (T """ I~ "' ~ _, it. ~ ·. ~· ~~ ~ ( ~ ~ I :· ~ .. rt-- IL ~ :; f_J I J ~ ~- iJ'. .. I" \ 1 ' ,~ 't. ~ 4~1 ... 1:' ' -? ~ - .... - in (\ - ~ -;; ~ ... - 1\ ., ~ I"' -~ ~ ~ -~ ~ \ ~~ I ~ ' I ~. 1 ,_ ~ [20260616R 21] ESTIMATE Grayt Electric, LLC 6730 Iron Lake Rd Iron River, WI 54847-4721 Bill to TiaConley Estimate details Estimate no.: 1 066 Estimate date: 04/23/2026 # Product or service 1. Services Accepted date graytelectric@outlook.com + 1 (715) 919-0704 ~~~:cr Description Electrical for 3 treatment rooms + 1 storage room Adding capacity/amps if needed to support med spa equipment Convenient outlets, switches, and proper placement for treatment rooms + storage use Separate lighting circuits so each room is controlled by it's own dimmer Ensure everything is up to code. Grayt electric will provide all wire, breakers, boxes and devices. Grayt electric will handle all permits and inspections. Accepted by Qty Rate Amount $10,000.00 $10,000.00 Total $10,000.00 [20260616R 22] ~W:- ~------/:' ~ { rw/KJIEN KIIITK, ~« \ ~ ~ Phone: (218) 428-3546 Date: 4/28/2026 Bill To: Tia Conley 321 N 78th Ave W Duluth, MN 55807 ~ddltlonallnformatlon: Residential BLDG Contractor MN license Number: BC774602 MN License Expiration Date: 3/31/2028 WI License Number: 1308DCFR WI License Expiration Date: 9/23/2026 Contractor: Derek Winberg Business Address: 6511 Lexington St Duluth, MN 55807 Labor, Materials, Delivery, Disposal Included In below Scope of work. Project Duration May 11, 2026 -June 12th Building owner Is respondslble for electrical worklelectrlan coordination. Finish paint colorTBD by building owner Scope of Work: 1 Description: Permits $ 550.00 2 3 4 1) Contractor to provide Buliding Owner, City, Sub- contractors, scale drawing of new clinic remodel floor plan. Permits, fees included. Description: Miscellaneous $ 690.00 1) Supply I install floor protection on top of existing carpet squares, covering entire 16'x60' floor in West section of clinic. Supply I install4 mil poly protection as necessary to doorways, walls, stored items inside of West section of Clinic. Description: Framing $ 3,325.00 1) Frame 4 new rooms inside of existing 16'x60' West section of clinic. 1- 9' x 16' (rear storage room), 3- 12' x 12' (new clinic rooms). There will remain a 9'x 16' open area in the (east) front of 16' x 60' area as well as a 4' hallway down the north side of room allowing access to 3 new clinic rooms, new back storage room. All new walls sections will be adhered, fastened to concrete floor and block walls. Description: Insulation $ 1,740.00 1) Supply /Install sound & Fire block batt insulation in walls cavities between each room as well as shared hallway wall. 5 Description: DrywalVPaint $ 5,360.00 1) Hang roughly 1,200 board SQFT of light weight 4'x12'x1/2" drywall on all new walls sections. (If City requires fire rated 5/8 sheetrock on all new walls, material and labor for installing drywall is subject to change a total of $510.00 in addition to this quote).Finish mud and tape all new wall sections. 2) Apply drywall primer to all new finish mud/taped wall sections. 3) Apply finish paint (Color TBD) to all new wall sections. (ALL Exisitng block wall sections adds an additional1,200 SQFT of finish paint) NOT included: existing drop ceiling, block walls. [20260616R 23] "1> ) 6 7 4) Finish paint all new primed trim once installed (includes caulk/putty nail holes prior to finish paint.) Description: Doors $ 1,500.00 1) Supply /lnstall4 new doors total. 3- 42" Barn doors I hardware in each new clinic room, 1- 36" prehung door I handle in back storage room. Door handles included (color/finish TBD). 2) Material allowance: Barn door $220.00 ea, Pre hung door $220.00ea Description: Interior Trim $ 1,615.00 1) Supply /Install finish jambs for all3 barn doors, door casing trim on both sides of all new interior doors, base trim at bottom of all new walls sections . Trim material primed pine, 2 3/4" casing trim, 41/4" base trim, 1x6 finish jambs . Grand Total: I $ 14.780.00 1 Total Deposit Due Before Project (60%): $ 8,868.00 Total Due After Project (40%): $ 5,912.00 - Total Processing Fee*: $ *Processing fee of 3.5% Is applied to all electronic payments, lncludlngACH, debit card, or credit card. Fee will be split between deposit and final payment. No processing fee Is applied to check or cash payment. Bid expires 30 days from proposal date. Thank you for your business! [20260616R 24] Execution Copy: 6/2/2026 SMALL BUSINESS GRANT PROGRAM DEVELOPMENT AGREEMENT BETWEEN CITY OF SUPERIOR, WISCONSIN AND ____________________ SUPERIOR MED SPA ___________________ DATED AS OF June 2, 2026 M:\docs\08493\000320\AGM\17Y6522.DOC [20260616R 25] TABLE OF CONTENTS Page Section 1. Definitions, Exhibits, Rules of Interpretation. ............................................................. 1 1.01 Definitions ................................................................................................................... 1 1.02 Exhibits ....................................................................................................................... 2 1.03 Rules of Interpretation ................................................................................................ 2 Section 2. Representations and Warranties of the Grantee. .......................................................... 3 Section 3. Construction of Improvements. .................................................................................... 3 3.01 Construction Plans ...................................................................................................... 3 3.02 Commencement and Completion of Construction. ..................................................... 3 3.03 City’s Obligation to Proceed ....................................................................................... 3 3.04 Certificate of Completion ........................................................................................... 4 3.05 Eligible Uses ............................................................................................................... 4 3.06 Grant Payment for Eligible Uses ................................................................................ 4 Section 4. Insurance; Indemnification. .......................................................................................... 4 4.01 Insurance. .................................................................................................................... 4 4.02 Reconstruction ............................................................................................................ 5 4.03 Release and Indemnification Covenants ..................................................................... 5 Section 5. Events of Default .......................................................................................................... 6 5.01 Events of Default Defined........................................................................................... 6 5.02 Remedies on Default ................................................................................................... 6 5.03 No Remedy Exclusive ................................................................................................. 7 5.04 No Additional Waiver Implied by One Waiver .......................................................... 7 5.05 Agreement to Pay Attorneys’ Fees and Expenses ...................................................... 7 Section 6. Additional Provisions ................................................................................................... 7 6.01 Notices and Demands ................................................................................................. 7 6.02 Counterparts ................................................................................................................ 8 6.03 Amendments ............................................................................................................... 8 6.04 Exhibits ....................................................................................................................... 8 6.05 Entire Agreement ........................................................................................................ 8 6.06 Governing Law and Venue ......................................................................................... 8 6.07 Benefit ......................................................................................................................... 8 6.08 Singular/Plural ............................................................................................................ 8 6.09 Survival ....................................................................................................................... 8 6.10 Legal Counsel ............................................................................................................. 9 6.11 Termination of Agreement .......................................................................................... 9 [20260616R 26] DEVELOPMENT AGREEMENT This Development Agreement is made, entered into and effective as of this __2nd __ day of ____June __, 2026_, by and between the CITY OF SUPERIOR, WISCONSIN (the “ City”), and _______________Superior Med Spa, LLC______________ (the “Grantee”). R E C I T A L S: WHEREAS, in an effort to encourage development, redevelopment and renewal of the City of Superior, the City has created a Small Business Grant Program (the “Program”) to assist Qualifying Businesses (as defined in the Program ) in paying for Eligible Costs (as hereinafter defined); and WHEREAS, the Grantee has submitted an application for a grant under the Program and the Common Council has approved a grant, as hereinafter set forth, for a portion of the Eligible Costs, as hereinafter set forth. NOW, THEREFORE, in consideration of the promises and mutual obligations of the parties contained herein, the receipt and sufficiency of which are hereby acknowledged, each of them does hereby represent, covenant, and agree with the other as follows: AGREEMENT: Section 1. Definitions, Exhibits, Rules of Interpretation. 1.01 Definitions. In this Agreement, the following terms have the following respective meanings unless the context hereof clearly requires otherwise: “Agreement” means this Development Agreement by and between the City and the Grantee, as the same may be from time to time amended. “Certificate of Completion” means the certification, in the form of the Certificate attached as Exhibit B hereto, provided to the Grantee pursuant to Section 3.04 of this Agreement, upon satisfactory completion of the Improvements. “Construction Plans” means the construction plans for the construction and equipping of the Improvements to be on the Development Property pursuant to this Agreement. “Development Property” means the real property located in the City at 1613 Tower Avenue and described in Exhibit A to this Agreement. “Eligible Costs” means the costs listed for “Eligible Uses for the Grant” on Exhibit D. “Eligible Uses” means the items listed on Exhibit D as “Eligible Uses for the Grant.” “Facilities” means all of the improvements on the Development Property including, but not limited to, the Improvements. [20260616R 27] 2 “Grant” means the development grant under the Program described in Section 3.06 hereof. “Improvements” means those improvements as described and specified in the Construction Plans, but generally described as expenses including the addition of three treatment rooms and the Eligible Uses. The Improvements are expected to cost approximately $24,780.00. “Project” means the Improvements, including the Eligible Uses, to the Facilities. “Schedule” means the schedule for the elements of the development contemplated by this Agreement, as set forth on Exhibit C. “Sources and Uses Budget” means the Sources and Uses Budget in the form of Exhibit D attached thereto, as updated from time to time. “Unavoidable Delays” means delays, outside the control of the party claiming its occurrence, which are the direct result of strikes, other labor troubles, unusually severe or prolonged bad weather, acts of God, fire or other casualty to the improvements being constructed, litigation commenced by third parties which, by injunction or other similar judicial action, directly results in delays, or acts of any federal, state or local government (other than the City) which directly results in delays. 1.02 Exhibits. The following exhibits are attached to and by reference made a part of this Agreement: Exhibit A Legal Description of Development Property Exhibit B Form of Certificate of Completion Exhibit C Schedule Exhibit D Sources and Uses Budget 1.03 Rules of Interpretation. A. This Agreement and the other agreements executed by the parties in connection with the Development Property shall be interpreted in accordance with and governed by the laws of the State of Wisconsin. B. The words herein and hereof and words of similar import, without reference to any particular section or subdivision, refer to this Agreement as a whole rather than any particular section or subdivision hereof. C. References herein to a particular section or subdivision hereof are to the section or subdivision of this Agreement as originally executed. D. Any titles of the several parts, articles and sections of this Agreement are inserted for convenience and reference only and shall be disregarded in construing or interpreting any of its provisions. [20260616R 28] 3 E. In the event that any provision or clause of this Agreement conflicts with applicable law, such conflict shall not affect other provisions of this Agreement which can be given effect without the conflicting provisions, and to this end the provision of this Agreement, are declared to be severable. Section 2. Representations and Warranties of the Grantee. A. The Grantee represents and warrants that it has the power to enter into this Agreement and carryout its obligation hereunder. B. The Grantee agrees to construct and equip the Improvements upon the Development Property in accordance with the terms of this Agreement. C. The Grantee will use its best efforts to obtain, in a timely manner, all required permits, licenses and approvals, and to meet, in a timely manner, all requirements of applicable local, state and federal laws and regulations which must be obtained or met before the Improvements may be lawfully constructed and the brewery may be operational. Section 3. Construction of Improvements. 3.01 Construction Plans. Prior to commencing construction of the Improvements, the Grantee shall submit to the City Planning & Development Department the plans for the construction and the equipping of the Improvements. Such plans include the following: (a) site plans; (b) floor plans; (c) elevations; and (d) the parking lot and landscaping plans (the “Construction Plans”), and shall provide for the construction or renovation to the Improvements, including the Eligible Uses, at a development cost totaling approximately $24,780.00. The Grantee agrees that it will construct and equip the Improvements on the Development Property in substantial conformance with the Construction Plans. The Grantee agrees that the scope and scale of the Improvements to be constructed shall not be significantly less than the scope and scale of the Improvements as detailed and outlined in the Construction Plans. 3.02 Commencement and Completion of Construction. Subject to Unavoidable Delays and subject to satisfaction of the contingencies set forth in Section 3.03, the Grantee shall commence and complete construction on the Improvements as set out on Exhibit C . All work with respect to the Improvements to be constructed or provided by the Grantee on the Development Property shall be in conformity with the Construction Plans. The Grantee agrees that the Grantee shall promptly begin and diligently prosecute to completion construction of the Improvements on the Development Property, and that such construction shall in any event be commenced and completed within the period specified in this Section of the Agreement. 3.03 City’s Obligation to Proceed . The City ’s obligation to proceed under this Development Agreement is contingent upon the following: [20260616R 29] 4 (i) The Grantee shall demonstrate, by way of a letter of commitment or othe r formal assurance, that it has its equity and has received approval for all financing necessary (as outlined in the Sources and Uses Budget) to construct and equip the Improvements; and (ii) The Grantee shall be in material compliance with all the terms and provisions of this Agreement. The contingencies set forth above shall be satisfied on or before June 30, 2027, or this Agreement shall terminate without further action of the parties unless otherwise agreed to by the parties. 3.04 Certificate of Completion . Promptly after completion of the Improvements in accordance with the provisions of this Agreement, the City will furnish the Grantee with a Certificate of Completion, in substantially the form set forth in Exhibit B attached hereto. Such Certificate of Completion shall be a conclusive determination of satisfaction and termination of the agreements and covenants in this Agreement with respect to the obligations of the Grantee, and its successors and assigns, to construct the Improvements. 3.05 Eligible Uses. A. The Grantee shall undertake construction of the Eligible Uses as part of the Improvements. The Eligible Uses for the Grant shall consist of constructing the items set forth on Exhibit D and listed as the “Eligible Uses for the Grant” . The Eligible C osts for the Eligible Uses shall be paid by the City to the Grantee at the time and upon receipt of the documents required hereunder and in Section 3.06 hereof. The Grantee shall pay any costs in excess of such amount. The Grantee shall provide the City with copies of the paid invoices evidencing the Grantee’s actual expenditures in undertaking the Eligible Uses for the Grant. B. Upon expenditures of the amount described in Section 3.05A. above, the City ’s obligation and responsibilities with respect to the Eligible Uses shall terminate. The City shall have no liability to the Grantee or a third party resulting from any defect in the construction of the Improvements or the Eligible Uses or the costs of completing the Eligible Uses if the amount described in Section 3.05A. above is insufficient therefore. The Grantee shall maintain the Eligible Uses after completion of construction. The Grantee agrees to indemnify, defend, and hold harmless the City, its officers, employees, and agent, from any and all claims or causes of action resulting from any alleged defect in the design or construction of the Eligible Uses. 3.06 Grant Payment for Eligible Uses. Upon the Grantee providing the copies of the paid invoices required in Section 3.05A., and upon the City ’s issuing the Certificate of Completion, the City shall pay the Grantee through the Grant for the Eligible Costs incurred for the Eligible Uses pursuant to the Grant in the maximum aggregate amount of $12,390.00. Section 4. Insurance; Indemnification. 4.01 Insurance. [20260616R 30] 5 A. The Grantee will provide and maintain, or cause to be maintained by its contractor, at all times during the process of construction of the Improvements an “All Risk Broad Form Basis” insurance policy (upon which the City shall be listed as an additional insured) and from time to time during that period at the request of the City, furnish the City with proof of payment of premiums on policies covering the following: (i) Builder’s risk insurance, written on the so -called “Builder’s Risk -- Completed Value Basis,” in an amount equal to 100% of the insurable value of the Improvements at the date of completion, and with coverage available in nonreporting form on the so -called “all risk” form of policy; the interest of the City shall be protected in accordance with a clause in form and content satisfactory to the City; and (ii) Comprehensive general liability insurance (including operations, contingent liability, operations of subcontractors, completed operations and contractual liability insurance) together with an Owner’s Protective Liability Policy with limits against injury and property damage of not less than $1,000,000 for each occurrence (to accomplish the above-required limits an umbrella excess liability policy may be used). B. All insurance required by this Section shall be taken out and maintained in responsible insurance companies selected by the Grantee which are authorized under the laws of the State of Wisconsin to assume the risks covered thereby. Upon request, the Grantee will deposit with the City a certificate or certificates or binders of the respective insurers stating that such insurance is in force and effect. Unless otherwise provided in this Section, each policy shall contain a provision that the insurer shall not cancel or modify it without giving written notice to the Grantee and the City at least 10 days before the cancellation or modification becomes effective. In lieu of separate policies, the Grantee may maintain a single policy, blanket or umbrella policy, or a combination thereof, having the coverage required herein, in which event the Grantee shall deposit with the City a certificate or certificates of the respective insurers as to the amount of coverage in force upon the Improvements. 4.02 Reconstruction. In the event of damage or destruction of the Facilities, the Grantee will forthwith repair, reconstruct and restore the Facilities to substantially the same or an improved condition or value as they existed prior to the event causing such damage, and to the extent necessary to accomplish such repair, reconstruction and restoration, the Grantee will apply the net proceeds received by the Grantee to the payment or reimbursement of the cost thereof. The Grantee shall complete the repair, reconstruction and restoration of the Facilities whether or not the net proceeds received by the Grantee for such purposes are sufficient to pay for the same. Any net proceeds remaining after completion of such repairs, reconstruction and restoration shall be the property of the Grantee . Notwithstanding anything to the contrary contained in this Article, the rights of the City with respect to the receipt and application of any proceeds of insurance shall in all respects be subject and subordinate to the rights of any lender under a mortgage on the Development Property. The obligation to repair, reconstruct and restore the Facilities pursuant to this Section 4.02 terminates upon the issuance of the Certificate of Completion. 4.03 Release and Indemnification Covenants. [20260616R 31] 6 A. The Grantee releases from and covenants and agrees that the City and its governing body members, officers, agents, including their independent contractors, consultants and legal counsel, servants and employees (hereinafter, for purposes of this Section, collectively the “indemnified parties”) shall not be liable for and agrees to indemnify and hold harmless the indemnified parties against (i) any loss or damage to property or any injury to or death of any person resulting from any defect in the Facilities and/or the Improvements, and (ii) any loss, damage, liability or claim therefore concerning the acquisition and relocation obligations of the Parties in connection with the Project, including, but not limited to, the additional property needed for the parking. B. Except for any willful misrepresentation or any willful or wanton misconduct of the indemnified parties, the Grantee agrees to protect and defend the indemnified parties now and forever and further agrees to hold the aforesaid harmless from any claim, demand, suit, action or other proceeding whatsoever by any person or entity whatsoever arising from the Grantee’s construction, installation, ownership, and operation of the Facilities and/or the Improvements. C. The indemnified parties shall not be liable for any damage or injury to the persons or property of the Grantee or its officers, agents, servants, or employees or any other person who may be about the Property or the Improvements due to any act of negligence of any person; provided, that nothing contained herein shall be interpreted to alter the liability of the indemnified parties for any damage or injury to the persons or property of the Grantee or its officers, agents, servants, or employees or any other person who may be about the Property or the Improvements caused by any willful act of the indemnified parties. D. This Section shall survive the termination of this Agreement. Section 5. Events of Default. 5.01 Events of Default Defined. The following shall be “Events of Default” under this Agreement and the term “Event of Default” shall mean, whenever it is used in this Agreement, any one or more of the following events: A. Failure by the Grantee to commence and complete construction of the Improvements pursuant to the terms, conditions and limitations of this Agreement. B. Failure by the Grantee to timely pay the real estate taxes on the Facilities. 5.02 Remedies on Default. Whenever any Event of Default referred to in Section 5.01 of this Agreement occurs, the City , as specified below, may take any one or more of the following actions after provision of thirty (30) days’ written notice by the City to the Grantee of the Event of Default , but only if the Event of Default has not been cured within said thirty (30) days, or if the Event of Default cannot be cured within thirty (30) days, the Grantee does not provide assurances to the City reasonably satisfactory to the City that the Event of Default will be cured as soon as reasonably possible: [20260616R 32] 7 A. The City may suspend its performance under the Agreement until it receives assurances from the Grantee, deemed reasonably adequate by the City, that the Grantee will cure its default and continue its performance under the Agreement. B. The City may withhold the Certificate of Completion but only so long as an Event of Default has not been cured. C. The City may take whatever action, including legal or administrative action, which may appear necessary or desirable to the City to collect any payments due under this Agreement, or to enforce performance and observance of any obligations agreement, or covenant of the Grantee under this Agreement. 5.03 No Remedy Exclusive. No remedy herein conferred upon or reserved to the City is intended to be exclusive of any other available remedy or remedies, but each and every such remedy shall be cumulative and shall be in addition to every other remedy given under this Agreement or now or hereafter existing at law or in equity or by statute. No delay or omission to exercise any right or power accruing upon any default shall impair any such right or power or shall be construed to be a waiver thereof, but any such right and power may be exercised from time to time and as often as may be deemed expedient. 5.04 No Additional Waiver Implied by One Waiver . In the event any agreement contained in this Agreement is breached by any party and thereafter waived by any other party, such waiver shall be limited to the particular breach so waived and shall not be deemed to waive any other concurrent, previous or subsequent breach hereunder. 5.05 Agreement to Pay Attorneys’ Fees and Expenses . Whenever any Event of Default occurs and the City shall employ attorneys or incur other expenses for the collection of payments due or to become due or for the enforcement or performance or observance of any obligation or agreement on the part of the Grantee herein contained, the Grantee agrees that it shall, on demand therefore, pay to the City the reasonable fees of such attorneys and such other expenses so incurred by the City; provided that if a claim including, without limitation, a lawsuit or other civil action, is instituted between the parties, the party which does not prevail in such claim shall pay to the prevailing party the reasonable fees of attorneys and other expenses so incurred by the prevailing party, and if the City is not the prevailing party in such a claim, the City shall have no rights under this Section. Section 6. Additional Provisions. 6.01 Notices and Demands . Except as otherwise expressly provided in this Agreement, a notice, demand or other communication under this Agreement by any party to the others shall be sufficiently given or delivered if it is dispatched by registered or certified mail, postage prepaid, return receipt requested, or delivered personally; and A. In the case of the Grantee, is addressed or delivered personally to: [20260616R 33] 8 Superior Med Spa, LLC Tia Conley 1613 Tower Avenue Superior, WI 54880 B. In the case of the City, is addressed to or delivered personally to the: City of Superior Attention: Planning, Economic Development & Port Director 1316 North 14th Street Superior, WI 54880 or at such other addresses as either party may, from time to time, designate in writing and forward to the other as provided in this Section. 6.02 Counterparts. This Agreement is executed in any number of counterparts, each of which shall constitute one and the same instrument. 6.03 Amendments. Neither this Agreement, nor any other document to which the Grantee and the City are a party, relating to the development contemplated by this Agreement, may be effectively amended, changed, modified, altered or terminated, except upon the written agreement of the City and the Grantee. 6.04 Exhibits. Any exhibit delivered pursuant to the terms of this Agreement shall be in writing and shall constitute a part of this Agreement. 6.05 Entire Agreement . This Agreement, together with any Exhibits and the related written agreements specifically referred to herein, represents the only agreement among the parties concerning the subject matter hereof and supersedes all prior agreements whether written or oral, relating thereto. 6.06 Governing Law and Venue . This Agreement and the legal relations between the parties shall be governed by and construed in accordance with the laws of the State of Wisconsin and any dispute in connection with this Agreement shall be venued in the City of Superior, Douglas County, Wisconsin. 6.07 Benefit. Nothing in this Agreement, expressed or implied, is intended to confer on any person other than the parties to this Agreement or their permitted successors or assigns, any rights, remedies, obligations or liabilities under or by reason of this Agreement. 6.08 Singular/Plural. Any words or terms used herein in the singular shall be deemed to include the plural when applicable and vice versa. 6.09 Survival. Unless otherwise specifically provided or limited herein, all representations, warranties and covenants in this Agreement, or in any certificate or other writing delivered pursuant hereto, shall survive the execution of this Agreement. [20260616R 34] 9 6.10 Legal Counsel. Each party hereby acknowledges that each is represented by legal counsel in connection with the Agreement, or each has knowingly waived their right to do so. 6.11 Termination of Agreement . This Agreement shall terminate on the date of the issuance of the Certificate of Completion. [20260616R 35] 10 IN WITNESS WHEREOF, the City has caused this Agreement to be duly executed in its name and behalf and the Grantee has caused this Agreement to be executed in its names and behalf, on or as of the date first above written. THE CITY OF SUPERIOR, WISCONSIN By Its Mayor By Its City Clerk [20260616R 36] 11 __________________________ Superior Med Spa, LLC By Its [20260616R 37] EXHIBIT A LEGAL DESCRIPTION OF DEVELOPMENT PROPERTY WEST SUPERIOR 6TH DIVISION LOTS 6 THROUGH 10 BLK 173 [20260616R 38] EXHIBIT B CERTIFICATE OF COMPLETION OF CONSTRUCTION WHEREAS, by a Development Agreement (the “Agreement”) dated ______________, 20_____, entered into by and among the City of Superior, Wisconsin (the “ City”) and ______________________, a ________________ (the “ Grantee”), the Grantee has developed the real property (the “Site”) described on the attached Exhibit A, by construction, or by causing to be constructed, the improvements thereon according to the terms and conditions of the Agreement; WHEREAS, pursuant to the Agreement, promptly after completion of all work of construction to be completed by the Grantee upon the Site, the City is required to furnish the Grantee with a Certificate of Completion upon written request therefor by the Grantee; WHEREAS, the issuance by the City of the Certificate of Completion shall be conclusive evidence that the Grantee has complied with the terms of the Agreement pertaining to construction of the Improvements on the Site; WHEREAS, the Grantee has requested that the City furnish the Grantee with the Certificate of Completion; and WHEREAS, the City has conclusively determined that the work of construction of the Improvements on the Site as required by the Agreement has been satisfactorily completed. NOW, THEREFORE, be it resolved: 1. As provided in the Agreement, the City does hereby certify that construction of the Improvements on the Site has been fully and satisfactorily performed and completed, and that such construction work is in full compliance with the terms, provisions and conditions established in the Agreement. 2. The Agreement is therefore of no further force and effect, and all rights duties, obligations, and liabilities of the City and the Grantee thereunder regarding initial construction of the Improvements on the Site, and the obligations relating to reconstruction as described in Section 4.02 of the Agreement, shall cease to exist. All continuing and existing rights, duties, obligations and liabilities provided in the Agreement shall continue to remain in force and effect. 3. This Certificate of Completion shall not constitute evidence of compliance with or satisfaction of any obligation of the Grantee to any holder of a mortgage, or any insurer of a mortgage, securing money loaned to finance the work of construction and development of the improvements on the Site, or any part thereof. This Certificate of Completion is not a notice of completion as referenced in Wisconsin Statutes. [20260616R 39] 2 IN WITNESS WHEREOF, the City has executed this Certificate of Completion as of this ______ day of ______________, 20____. CITY OF SUPERIOR, WISCONSIN By ____________________________________ Its Mayor By _____________________________________ Its City Clerk ACCEPTED BY: ________________________________ Superior Med Spa, LLC By Its [20260616R 40] EXHIBIT A TO CERTIFICATE OF COMPLETION LEGAL DESCRIPTION OF DEVELOPMENT PROPERTY WEST SUPERIOR 6TH DIVISION LOTS 6 THROUGH 10 BLK 173 [20260616R 41] 2 EXHIBIT C SCHEDULE Agreement Reference Activity Required Date Section 3.01 Construction Plans Approved June 30, 2026 Section 3.02 Grantee commences construction of Improvements June 30, 2026 Section 3.02 Completion of Improvements June 30, 2027 [20260616R 42] EXHIBIT D SOURCES AND USES OF FUNDS FOR PROJECT SOURCES Owner Equity (min. 10%) $24,780.00 City Grant (50%) Loan/Other Funds $12,390.00 Total $24,780.00 USES Estimated cost of acquisition and construction/renovations of the Development Property $24,780.00 Eligible Uses for the Grant: The addition of three treatment rooms $24,780.00 Total $24,780.00 [20260616R 43] June 12, 2026 Council: June 16, 2026 MEMORANDUM TO: Members of the Common Council FROM: Mayor Jim Paine RE: Committee Appointments Library Board Appoint Caitlin Knoll as Superior School District Representative, for a 3-year term to expire July 2029. Caitlin Knoll is the Senior Project Coordinator and Career Education Coordinator at Superior High School. In her role, she oversees the school's career research and community service programs, helping students build professional skills and connect with volunteer opportunities. She serves as a key liaison between students and the community, developing partnerships with local organizations and businesses while leading student advocacy efforts that connect emerging leaders with state policymakers and community initiatives. Thank you. jp Office of the Mayor Jim Paine, Mayor Becky Scherf, Chief of Staff to the Mayor Phone: (715) 395-7212 Fax: (715) 395-7590 TDD: (715) 395-7521 E-mail: mayor@ci.superior.wi.us 1316 North 14th Street, #301 Superior, WI 54880 Website: www.ci.superior.wi.us [20260616R 44] PUBLIC WORKS COMMITTEE – 6/04/2026 Meeting (Meets monthly on 1st Thursday at 5 p.m.) Page 1 of 5 *Attended virtually PUBLIC WORKS COMMITTEE MINUTES June 4, 2026 Regular Meeting The meeting was called to order by Councilor Ledin at 5:00 p.m. on June 4, 2026, in Government Center Room 204. COMMITTEE MEMBERS: Nick Ledin, Garner Moffat, Tylor Elm, Joe Radtke (alt.) 1. ROLL CALL Members Present: Nick Ledin, Garner Moffat, Tylor Elm, Joe Radtke City Staff Present: Chris Carlson, Kara Czapinski, Jim Paine, Steve Roberts, Dave Pollock, Jon Shamla Others Present: Shelley Nelson, Paul Eberth, Dean Will, Bob Steede, Dan Hinzmann 2. APPROVAL OF MINUTES 2.1. Public Works Committee (Meeting held May 7, 2026) MOTION by Elm, second by Moffat and carried to approve the minutes from May 7, 2026. 3. OLD BUSINESS 3.1. Discussion of a report submitted by Raftelis Financial Consultants evaluating the acquisition of utilities operated by Superior, Water, Light & Power. Mayor Paine announced initiatives to enhance public engagement and foster informed discussions regarding the utility acquisition. Plans include multiple town hall meetings at various locations and times, with a minimum of five sessions scheduled and a commitment to provide two weeks' notice for each. A survey related to the acquisition was distributed with utility bills; however, to address concerns about confidentiality and public records laws, a third-party provider will be utilized to ensure respondent privacy and encourage honest feedback. The Mayor also emphasized the necessity of allowing sufficient time for the committee and City Council to review the Raftelis report, mentioning that Raftelis is prepared to serve as an expert witness if the acquisition results in litigation, with potential discussions taking place in closed sessions due to expected legal challenges. 3.2. Recommendation to approve Chapter 58, Article IV Recyclable Waste Materials Ordinance revisions. City Clerk Blunt identified changes in the ordinance that were not adequately highlighted during its approval at the recent Public Works Committee meeting. This update aims to correct and clarify all relevant information within the ordinance to ensure its accuracy. MOTION by Elm, second by Moffat and carried to approve Chapter 58, Article IV Recyclable Waste Materials Ordinance revisions. [20260616R 45] PUBLIC WORKS COMMITTEE – 6/04/2026 Meeting (Meets monthly on 1st Thursday at 5 p.m.) Page 2 of 5 *Attended virtually 4. NEW BUSINESS 4.1. Submittal of the 2025 Compliance Maintenance Annual Report (CMAR). Jon Shamla reported that the City’s 2025 wastewater treatment performance is encapsulated in the CMAR, which covers aspects such as planning, financial status, staffing, and maintenance. Notably, there were no permit violations or errors, leading to a commendable score of 4.0 from the Wisconsin Department of Natural Resources. Shamla has recommended that the CMAR be presented to the City Council for approval at the upcoming meeting, ensuring adherence to the Wisconsin Department of Natural Resources submission deadline of June 30th. MOTION by Elm, second by Moffat and carried to approve the 2025 Compliance Maintenance Annual Report (CMAR). 4.2. Recommendation of contract award to Sipsas Excavating for the 2026 South Superior Storm Sewer Project in the amount of $576,096.90. Dave Pollock indicated that the project entails the separation of combined inlets from the sanitary sewer at two sites in South Superior. This initiative aims to remove approximately 10 acres of drainage from the sanitary system, thereby reducing the burden on the treatment plant. MOTION by Elm, second by Moffat and carried to approve the contract award to Sipsas Excavating for the 2026 South Superior Storm Sewer Project in the amount of $576,096.90. 4.3. Recommendation to award engineering services to SEH for the CSTP 5 Facility Improvements Design project in an amount of $450,000.00. The CSTP 5 project encompasses plans to elevate and reconstruct the building, implement new treatment processes including UV disinfection and solar power, and ensure alignment with forthcoming agreements from Enbridge. MOTION by Elm, second by Moffat and carried to award engineering services to SEH for the CSTP 5 Facility Improvements Design project in an amount of $450,000.00. 4.4. Recommendation to award engineering services to SEH for the CSTP 6 Facility Improvements Design project in an amount of $419,000.00. MOTION by Elm, second by Moffat and carried to engineering services to SEH for the CSTP 6 Facility Improvements Design project in an amount of $419,000.00. [20260616R 46] PUBLIC WORKS COMMITTEE – 6/04/2026 Meeting (Meets monthly on 1st Thursday at 5 p.m.) Page 3 of 5 *Attended virtually 4.5. Recommendation to award the Facilities Planning for PFOS and PFOA Project to Donohue and Associates at a proposed amount of $434,445.00. Director Roberts emphasized the importance of facility planning for the treatment of PFAS and PFOA. This initiative aims to prepare the city to take advantage of new funding opportunities while also addressing upcoming regulatory requirements. Key components of this strategy include the development of pollutant minimization plans and targeted treatment approaches. MOTION by Elm, second by Moffat and carried to award the Facilities Planning for PFOS and PFOA Project to Donohue and Associates at a proposed amount of $434,445.00. 4.6. Recommendation to proceed with the Landfill Leachate PFAS Treatment Pilot Project with Xylem in an amount not anticipated to exceed $182,500.00. Director Roberts announced the implementation of advanced PFAS destruction technology at the landfill, focusing on landfill leachate as a significant contributor to PFAS contamination in the wastewater system. The initiative aims to assess the effectiveness of treating this leachate stream prior to its entry into the main treatment facility. MOTION by Elm, second by Moffat and carried to proceed with the Landfill Leachate PFAS Treatment Pilot Project with Xylem in an amount not to exceed $182,500.00. 4.7. Recommendation to approve a resolution authorizing submission of a Boating Infrastructure Grant (BIG) application for replacement of the transient dock at Barker’s Island Marina. Director Carlson announced that the city is seeking a 75/25 split grant of up to $1.5 million to replace the deteriorating transient dock at Barker's Island Marina. The resolution authorizing this application does not commit the city to proceed without further approval from the council if the grant is awarded. Discussions highlighted the possibility of adding more and longer slips to accommodate larger vessels, the dock's significance in generating revenue for the Marina, and the necessity for future design and funding considerations. MOTION by Elm, second by Moffat and carried to approve a resolution authorizing submission of a Boating Infrastructure Grant (BIG) application for replacement of the transient dock at Barker’s Island Marina. 4.8. Recommendation to approve the Wastewater Connection Cooperative Agreement with Enbridge Energy. Mayor Paine announced that Enbridge has approached the city regarding a terminal upgrade that will implement a non-contact cooling system utilizing city water to cool oil pipelines. This process will produce heated, yet uncontaminated, wastewater that requires treatment before being discharged. Currently, the city does not have the capacity to handle the additional wastewater without risking permit violations. To address this, the agreement stipulates that Enbridge will invest $1.1 million in system improvements, including UV [20260616R 47] PUBLIC WORKS COMMITTEE – 6/04/2026 Meeting (Meets monthly on 1st Thursday at 5 p.m.) Page 4 of 5 *Attended virtually disinfection, to enhance capacity and prevent untreated discharges during overflow events. This initiative is anticipated to generate substantial new revenue for the city through wastewater fees and increased terminal tax revenue, with a projected payback period of six to seven years, while also improving water quality by minimizing untreated discharges into local waterways. During discussions, committee members and Enbridge representatives examined various technical aspects, such as pipeline integrity, temperature control, and measures to prevent oil contamination in the wastewater system. The project will incorporate multiple monitoring systems and emergency shutoff mechanisms to ensure safety. Scheduled for completion by late 2027 or early 2028, the project will proceed through phased construction and permitting processes, allowing the city to maintain flexibility in implementing the necessary capacity improvements. MOTION by Elm, second by Moffat and carried to approve the Wastewater Connection Cooperative Agreement with Enbridge Energy. Mayor Paine, Paul Eberth, Dean Will, and Bob Steede left the meeting at 6:44 p.m. 4.9. Recommendation to approve an Engineering Design Contract with SEH to create 100% design plans for the Dwight’s Point Phase II Project at an estimated cost of $115,500.00. Director Carlson announced that the project, funded by the Wisconsin Coastal Management Program and the National Oceanic and Atmospheric Administration grants, aims to replace outdated culverts with modern, environmentally friendly designs to enhance stream health and facilitate fish passage. The design plans, currently at 60% completion, are set to reach full completion this year. Construction will commence once additional funding is obtained. MOTION by Elm, second by Moffat and carried to approve an Engineering Design Contract with SEH to create 100% design plans for the Dwight’s Point Phase II Project at an estimated cost of $115,500.00. 4.10. Recommendation to approve a Construction Cooperative Agreement between the City of Superior and Superior Water, Light and Power to support elimination of lead service lines in the City of Superior. MOTION by Ledin, second by Elm and carried to approve a Construction Cooperative Agreement between the City of Superior and Superior Water, Light and Power to support elimination of lead service lines in the City of Superior. [20260616R 48] PUBLIC WORKS COMMITTEE – 6/04/2026 Meeting (Meets monthly on 1st Thursday at 5 p.m.) Page 5 of 5 *Attended virtually 5. RECURRING BUSINESS 5.1 ESD Director’s Update – Received and Filed 5.2 Director Update – 5.1.1 The Spring Cleanup was successful this year; however, it is essential to address the Spring Cleanup Ordinance in a future meeting. 5.1.2 The Sidewalk Replacement Program is set to commence shortly, with a contractor scheduled to arrive on North Tower Avenue to address and grind down any tripping hazards. 5.1.3 The Lead Service Line Project is progressing as planned, with Hanco Utilities officially involved. A recent pre-construction meeting was held with representatives from Hanco, LHB, and Superior Water, Light & Power. Construction is set to commence in the midtown area around June 8th. 5.1.4 Tower Avenue roadway construction is paused while the contractor for the lead service line replacement project does their lead line work between Belknap and North 28th. When the Tower roadway project commences, the roadway will be milled and asphalt overlaid. This is an alteration from the original plan to diamond grind the surface. The change results in increased cost of $363K, but also in a better, more reliable, and smoother surface. The increased cost is paid for by budgeted funding for roadway paving. 5.3 Future Agenda Items 5.1.1 Discuss Water Utility Acquisition 5.1.2 Spring Cleanup Ordinance 5.4 Confirm the next meeting date as July 2, 2026, at 5:00 p.m. in Room 204 of the Government Center. 6 ADJOURNMENT Councilor Ledin announced the meeting adjourned at 7:04 p.m. Respectfully submitted by Kara Czapinski [20260616R 49] Memorandum of Recommendation DATE: February 25, 2026 TO: Mayor Jim Paine and the Common Council FROM: Chris Carlson, Assistant Public Works Director RE: Ordinance Revision: Chapter 58 Article IV Recyclable Waste Materials The Wisconsin Department of Natural Resources (DNR) recently conducted a periodic audit of our recycling program. Part of the audit was a review of our Chapter 58 recycling ordinance. The stated purpose of Chapter 58 Article IV is to, “stress source reduction, recycling and composting in a cost effective and efficient manner as the highest priorities in the development of an effective recycling program”. As a result of the review, the DNR suggested a few changes with Chapter 58 Article IV. The changes bring our ordinance into agreement with current state requirements. The requested changes are included in the red-lined ordinance draft following this memo. The revised ordinance also includes minor formatting and grammatical clean-up performed by staff. The two substantive changes requested by the DNR to the proposed ordinance are: 1. Sec. 58-105 – Correction of statute code reference from Wis. Stats. § 287.05 to 287.11. The latter is the correct code reference governing effective recycling programs for municipalities. 2. Adding references to foam polystyrene packaging (Styrofoam) into the ordinance noting that it is not a recyclable material and is to be placed in the garbage. Adoption of the proposed Chapter 58 ordinance revisions will satisfy the DNR’s audit and ensure that our recycling ordinance remains contemporary and enforceable. Recommendation Approved: ________________________ Date: _______________ Public Works Department 1316 North 14th Street, 2nd Floor Superior, WI 54880 Web site: www.ci.superior.wi.us Phone: 715-395-7334 Fax: 715-395-7346 TTY: 715-395-7521 [20260616R 50] O26-4427 Foam Polystyrene 1 ORDINANCE # O26-4427 AN ORDINANCE INTRODUCED BY THE PUBLIC WORKS COMMITTEE AMENDING CITY CODE, CHAPTER 58 – GARBAGE AND TRASH, ARTICLE IV. – RECYCLABLE WASTE MATERIALS TO ALIGN WITH STATE STATUTES §287.05 TO 287.11 AND ADD REFERENCE TO FOAM POLYSTYRENE PACKAGING AS NONRECYCLABLE The Common Council of the City of Superior, Wisconsin, does ordain as follows: SECTION 1: City Code Chapter 58 – Garbage and Trash, Article IV. – Recyclable Waste Materials, is hereby amended as follows: ARTICLE IV. RECYCLABLE WASTE MATERIALS Sec. 58-100. Statutory authority. The provisions of Wis. Stats. § 287 are adopted by reference in this section as if fully set forth and any violation of such statute shall constitute a violation of this section. Sec. 58-101. Abrogation and greater restrictions. It is not intended by this article to repeal, abrogate, annul, impair or interfere with any existing rules, regulations, ordinances or permits previously adopted or issued pursuant to law. However, whenever this article imposes greater restrictions, the provisions of this article shall apply. Sec. 58-102. Interpretation. In their interpretation and application, the provisions of this article shall be held to be minimum requirements and shall not be deemed a limitation or repeal of any other power granted by the statutes. Where any terms or requirements of this article may be inconsistent or conflicting, the more restrictive requirements or interpretation shall apply. Where a provision of this article is required by statutes or by a standard in Wis. Admin. Code NR ch. 544, and where the ordinance provision is unclear, the provision shall be interpreted in light of the statutes and [NR] ch. 544 standards in effect on the date of the adoption of the ordinance from which this article is derived [20260616R 51] O26-4427 Foam Polystyrene 2 or in effect on the date of the most recent text amendment to this article. Sec. 58-103. Applicability. The requirements of this article apply to all persons within the jurisdiction of the city. Sec. 58-104. Administration. The provisions of this article shall be administered by the common council and public works department. Sec. 58-105. Mandatory recycling for residential and nonresidential facilities in the city. The purpose of this article is to stress source reduction, recycling and composting in a cost effective and efficient manner as the highest priorities in the development of an effective recycling program as provided in Wis. Stats. § 287.05 and Wis. Admin. Code NR ch. 544. Sec. 58-106. Separation of recyclables. (a) Occupants of a single-family and two-to-four unit residences, multiple-family dwellings and nonresidential facilities and properties in the city shall separate the following materials from post-consumer waste: (1) Curbside or drop-off center recyclables: a. Aluminum containers; b. Bi-metal and steel containers; c. Glass bottles and jars (no broken ones glass); d. Plastic containers made of polyethylene terephthalate (PETE) labeled with a "1" surrounded by a triangle of arrows; e. Plastic containers made of high-density polyethylene (HDPE) labeled with a "2" surrounded by a triangle of arrows (no automotive ones); f. Plastic containers made of polypropylene (PP) labeled with a “5” surrounded by a triangle of arrows; f g. Envelopes, junk mail, office and computer paper; [20260616R 52] O26-4427 Foam Polystyrene 3 g h. Magazines and phone books; h i. Boxboard or paperboard (cereal or soda type); i j. Newspapers, including inserts; j k. Paper milk and juice cartons (remove straws); and k l. Corrugated cardboard (no greasy pizza boxes). (2) Other recyclables: a. Lead-acid batteries; b. Rechargeable or mercury-containing batteries; c. Major appliances; d. Waste oil; e. Yard waste; f. Fluorescent bulbs; and g. Waste tires. (3) Not accepted in recycling and shall be placed in the garbage: a. Plastic containers made of polyvinyl chloride (PVC) labeled with a "3" surrounded by a triangle of arrows; b. Plastic containers made of Low-Density Polyethylene (LDPE) labeled with a "4" surrounded by a triangle of arrows; c. Plastic containers made of Polystyrene (PS) labeled with a "6" surrounded by a triangle of arrows; d. Foam polystyrene packaging, also known as Styrofoam. (b) Separation requirements exempted. The separation requirements of subsection (a) of this section do not apply to the following: (1) Occupants of a single-family and two-to-four unit residences, multiple-family dwellings and nonresidential facilities and properties who send their post- consumer waste to a processing facility licensed by the state department of natural resources that recovers the materials specified in subsection (a) of this section from solid waste in as pure a form as is technically feasible. (2) Solid waste which is burned as a supplement fuel at a facility if less than 30% of the heat input to the facility is derived from the solid waste burned as supplement fuel. [20260616R 53] O26-4427 Foam Polystyrene 4 (3) A recyclable material specified in subsection (a) of this section for which a variance has been granted to the city by the department of natural resources under Wis. Stats. § 287.11(2m) or Wis. Admin Code § NR 544.14. Sec. 58-107. Management of recyclable materials collected curbside. (a) Except as otherwise directed by the common council and department of public works, occupants of a single-family and two-to-four unit residences shall do the following for the proper preparation and collection of the separated materials specified in subsection (a)(1) of this section: (1) All containers (aluminum, bi-metal, steel, glass, milk, juice, and plastic) shall be rinsed. Remove labels from aluminum, tin, and bimetal food or beverage containers. (2) Paper products (envelopes, magazines, junk mail, boxboard, newspaper etc.) can be placed in paper bags (no plastic bags). (3) Aerosol cans shall be completely empty with caps and tips removed. (4) Corrugated cardboard shall be free of all food contaminants, flattened and placed either in your recycling bin or cart. If necessary cut cardboard into three-foot by three-foot sections and placed alongside your bin or cart. Do not tie together with string. (b) All of the separated materials specified in subsection (a)(1) of this section must be clean, dry, and can be co-mingled in the recycling bin or cart provided by the city or recycling contractor. Sec. 58-108. Management of recyclable materials not collected curbside. (a) Occupants of a single-family and two-to-four unit residences, multiple-family dwellings and nonresidential facilities and properties shall manage lead-acid batteries, major appliances, waste oil, yard waste, and fluorescent bulbs as follows: (1) Lead-acid batteries shall be taken to an area retail business that sells vehicle batteries or to a city designated collection area for such batteries. (2) Rechargeable or mercury-containing batteries shall be taken to an area retail [20260616R 54] O26-4427 Foam Polystyrene 5 business that sells batteries or to a city designated collection area for such batteries. (3) Major appliances shall be taken to a private appliance recycler, participate in the county/city annual heavy metals/tire recycling cleanup days or contract with a private hauler to pick up the appliance. (4) Waste oil shall be brought to a designated public and/or private waste oil collection site. Contact the recycling department for a list of sites. (5) Yard waste shall be managed on-site or brought to the municipal composting facility. During spring and fall cleanup, brush six inches in diameter or less shall be neatly bundled, while leaves should be placed in biodegradable (paper or plastic) bags and then placed next to residential garbage cans. Yard waste shall not be placed in garbage cans or burned. (6) Waste tires shall be brought to an area business retailer who sells tires or to the municipal landfill (tire recycling storage facility) or during the annual county/city heavy metal/tire recycling clean-up days. Sec. 58-109. Responsibilities of owners of multiple-family dwellings. (a) Owners or designated agents of multiple-family dwellings in the city shall do all of the following unless post-consumer waste generated in those properties is treated at a processing facility that recovers for recycling the materials specified in subsection (a) of this section from that solid waste in as pure a form as is technically feasible: (1) Provide adequate, separate containers for the recycling program established in compliance with this article. a. The minimum total volume of recycling container space is equal to 20 gallons per week per dwelling unit. b. The ratio of trash container volume to recycling container volume is at most 2:1. c. An alternative method that does not result in the overflow of a recycling container during the time period between collection of materials and delivery to a recycling facility. (2) Notify tenants in writing at the time of renting or leasing the dwelling and at least [20260616R 55] O26-4427 Foam Polystyrene 6 semi-annually thereafter about the program in this article. (3) Provide for the collection of recyclable materials separated from the solid waste by the tenants and delivery of the recyclable materials to a recycling facility or collection of the material by a licensed hauler. (4) Notify tenants of reasons to reduce and recycle post-consumer waste, which materials are collected, how to properly prepare recyclable materials in order to meet the processing requirements, collection methods or sites, locations and hours of operation, and a contact person or company, including a name, address and phone number. (b) The requirements specified in (a) do not apply to the owners or designated agents of multiple-family dwellings if the postconsumer waste generated within the dwelling is treated at a processing facility licensed by the Department of Natural Resources that recovers for recycling the materials specified in Sec. 58-106 1(a-l), 2(g), and 3(a-d) from solid waste in as pure a form as is technically feasible. Sec. 58-110. Responsibilities of owners of nonresidential facilities and properties. (a) Owners or designated agents of nonresidential facilities and properties in the city shall do all of the following unless post-consumer waste generated in those facilities and properties is treated at a processing facility that recovers for recycling the materials specified in subsection (a) of this section from that solid waste in as pure a form as is technically feasible: (1) Provide adequate, separate containers for the recycling program established in compliance with this article. (2) Notify in writing, at least semi-annually, all users, tenants and occupants of the properties about the program in this article. (3) Provide for the collection of recyclable materials separated from the solid waste by the tenants and delivery of the recyclable materials to a recycling facility or collection of the material by a licensed hauler. (4) Notify users, tenants and occupants of reasons to reduce and recycle post- consumer waste, which materials are collected, how to properly prepare recyclable materials in order to meet the processing requirements, collection [20260616R 56] O26-4427 Foam Polystyrene 7 methods or sites, locations and hours of operation, and a contact person or company, including a name, address and phone number. (b) The requirements specified in a) do not apply to the owners or designated agents of non-residential facilities and properties if the postconsumer waste generated within the facility or property is treated at a processing facility licensed by the Department of Natural Resources that recovers for recycling the materials specified in Sec. 58- 106 1(a-l), 2(g), and 3(a-d) from solid waste in as pure a form as is technically feasible. Sec. 58-111. Application to nonresidents. No municipality, private hauler or other user of the municipal landfill may dispose of waste at the municipal landfill or anywhere else within the city unless the recyclable waste materials have been separated from such waste and accepted by a designated recycling center within the city or some other legal recycling center outside of the city. Sec. 58-112. Proper disposal of garbage and recyclables. (a) Antiscavenging or unlawful removal of recyclables. It shall be unlawful for any person, unless under contract with or licensed by the municipality, to collect or remove any recyclable material that has been deposited or placed streetside or in a container adjacent to a home or nonresidential building for the purposes of collection for recycling. (b) No dumping. It shall be unlawful for any person to dispose of or dump solid waste in any street, alley or other public place within the city, except in publicly provided receptacles, or on private property without the owner's consent. (c) No burning or burying. It shall be unlawful to burn or bury solid waste and recyclables by residential and nonresidential sectors and at construction sites. Open burning is prohibited except for clean, nontreated wood and paper products or as permitted by the state department of natural resources. (d) Prohibition of items banned at the municipal landfill. It shall be unlawful for any person to place for disposal any of the following waste designated for the municipal landfill: (1) Demolition and construction debris; [20260616R 57] O26-4427 Foam Polystyrene 8 (2) Hazardous and toxic wastes; (3) Chemicals; and (4) Noncontained medical waste. (e) Solid waste from outside the city. It shall be unlawful to bring solid waste for disposal from outside the corporate limits into the city unless authorized by agreement with the city. (f) Prohibition on disposal of recyclable materials separated for recycling. No person may dispose of in a solid waste disposal facility or burn in a solid waste treatment facility any of the materials specified in section 58-110 which have been separated for recycling, except waste tires may be burned with energy recovery in a solid waste treatment facility. Sec. 58-113. Reserved. Sec. 58-114. Bans. (a) 1991 bans. (1) The Wisconsin Act 335 establishes in Wis. Stats. § 287.07(1m) that after January 1, 1991, no person may dispose of lead acid batteries, major appliances or waste oil in a solid waste disposal facility. The term "major appliance" is defined by Wis. Stats. § 287.01(3) to mean a residential or commercial air conditioner, clothes dryer, clothes washer, dishwasher, freezer, microwave oven if the capacitor is not removed, oven, refrigerator or stove, furnace, boiler, dehumidifier, or water heater. (2) In addition after January 1, 1991, the Act prohibits any person from burning lead acid batteries or major appliances in a solid waste treatment facility and prohibits burning waste oil without energy recovery in a solid waste treatment facility. (b) 1993 bans. (1) The Wisconsin Act 335 prohibition in Wis. Stats. § 287.07(2) on the land disposal of yard waste on or after January 1, 1993, to also prohibit the burning of such waste without energy recovery. (2) The Act also makes a technical clarification in the definition of "yard waste" to include "yard debris and brush" in addition to garden debris and brush. [20260616R 58] O26-4427 Foam Polystyrene 9 (c) 1995 bans. (1) Wis. Stats. § 287.07(3 4) provides that after January 1, 1995, no person may landfill, burn with or without energy recovery or convert into fuel any of the following waste materials: a. Aluminum containers; b. Corrugated paper or other container board; c. Foam polystyrene packaging d. Glass containers; d. e. Magazines or other material printed on similar paper; e. f. Newspapers or other material printed on newsprint; f. g. Office paper; g. h. Plastic containers; h. i. Steel containers; or i. j. Containers A container for carbonated or malt beverages that are is primarily made from of a combination of steel and aluminum. (2) In addition, the act prohibits after January 1, 1995, the landfilling or burning without energy recovery of waste tires. (3) Plastic containers are those containers required to be labeled under Wis. Stats. § 100.33, the plastic container labeling law. Sec. 58-115. Enforcement. Enforcement of this article shall be through the director of public works or his or her designee for violations occurring within corporate limits. Sec. 58-116. Penalties. For each of the following described violations of this article, the following penalties together with the costs of prosecution may be assessed by the city attorney. Each day that a violation of this article continues shall constitute a separate violation. Increased penalties will not be assessed until 01-01-2010. (1) Any person who violates Wis. Stats. § 287.07(1m) on disposal of batteries, major [20260616R 59] O26-4427 Foam Polystyrene 10 appliances and waste oil: $100.00 for the first violation, up to $200.00 for the second violation and not more than $2,000.00 for a third or subsequent violation. (2) Any person who violates Wis. Stats. § 287.07(2) or Wis. Stats. § 287.08, on disposal of yard waste and use of yard waste bags: $100.00 for the first violation, up to $200.00 for the second violation and not more than $2,000.00 for a third or subsequent violation. (3) Any person who violates Wis. Stats. § 287.07(3), (4), on disposal of specified materials: $100.00 for the first violation, up to $200.00 for the second violation and not more than $2,000.00 for a third or subsequent violation. (4) Failure or refusal to properly separate recyclable materials from the other solid waste: $100.00 to $1,000.00. (5) Failure or refusal to place solid waste in city-provided garbage cans for collection purposes: $100.00 to $1,000.00. (6) Failure or refusal of a solid waste collector or recycling hauler to comply with all terms and conditions of this article: $100.00 to $2,000.00. (7) All other violations including violation of Wis. Stats. ch. 287 not specified above: $100.00 to $1,000.00. Sec. 58-117. Citations. Citations may be issued by the director of public works or his or her designee to collect forfeitures for violations of this article. The issuance of a citation shall not preclude proceeding under any other ordinance or law relating to the same or any other matter. Proceeding under any other ordinance or law relating to the same or any other matter shall not preclude the issuance of a citation under this section. The city citation ordinance adopted under Wis. Stats. § 66.0113 shall be used as a means of enforcing against violations of this article. Sec. 58-118. Inspections. For the purposes of ascertaining compliance with this article any duly authorized agent of the city may inspect recyclable materials separated for recycling, post-consumer waste intended for disposal, recycling collection sites and facilities, collection vehicles, collection areas of multiple [20260616R 60] O26-4427 Foam Polystyrene 11 family dwellings and nonresidential facilities and properties, and any records relating to recycling activities, which shall be kept confidential when necessary to protect proprietary information. In the event of an unreasonable failure or refusal to so comply, the city attorney is authorized to request of the D.N.R. that it exercise its inspection authority under Wis. Stats. § 287.93. Sec. 58-119. Recycling fee. (a) Beginning November 1, 2014, all single-family residences and two-to-four unit dwellings shall be charged a $3.50 monthly recycling fee. (b) All billings shall be due and payable 30 days from the date of the end of the billing cycle. All billings in arrears shall bear interest at the rate of one percent per month. On October 15 of each year, the city treasurer shall cause a notice to be mailed or delivered to the owner or occupant of any premise as to which the user charges plus penalties and interest are in arrears. All balances in arrears on November 1 shall become a lien on the real estate and shall be inserted in the tax rolls for collection in accordance with the procedure set forth in Wis. Stats. § 66.0627. (c) The late/delinquent fee may be waived for military or other service personnel during deployment, training, or other activities and duties at the discretion of the finance director or designee. SECTION 2: All ordinances and parts of ordinance in conflict herewith are hereby repealed. SECTION 3: If any section, subsection, sentence, clause or phrase of this ordinance is for any reason held to be invalid or unconstitutional by reason of any decision of any court of competent jurisdiction, such decision shall not affect the validity of any other section, subsection, sentence, clause or phrase or portion thereof. SECTION 4: This ordinance shall take effect and be in force from and after its passage and publication, as provided by law. [20260616R 61] O26-4427 Foam Polystyrene 12 Passed and adopted this 16th day of June, 2026. Approved this 16th day of June, 2026. ______________________________________ Mayor Attest: ________________________________ City Clerk [20260616R 62] [20260616R 63] [20260616R 64] RESOLUTION # R26-13875 A RESOLUTION INTRODUCED BY THE COMMON COUNCIL CONCERNING THE WISCONSIN DEPARTMENT OF NATURAL RESOURCES COMPLIANCE MAINTENANCE ANNUAL REPORT (CMAR) FOR 2025. RESOLVE THAT THE City of Superior informs the State of Wisconsin, Department of Natural Resources, that the Common Council has reviewed the Compliance Maintenance Annual Report for 2025 which will be filed by the City of Superior, Wisconsin, with the Department of Natural Resources. Passed and adopted this 16th day of June, 2026. Approved this 16th day of June, 2026. ____________________________________ Mayor ________________________________ City Clerk [20260616R 65] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 Influent Flow and Loading 1. Monthly Average Flows and BOD Loadings 1.1 Verify the following monthly flows and BOD loadings to your facility. Influent No. 701 Influent Monthly Average Flow, MGD x Influent Monthly Average BOD Concentration mg/L x 8.34 = Influent Monthly Average BOD Loading, lbs/day January 2.4415 x 207 x 8.34 = 4,208 February 2.5083 x 226 x 8.34 = 4,717 March 3.5557 x 135 x 8.34 = 4,014 April 5.5890 x 81 x 8.34 = 3,772 May 3.8430 x 130 x 8.34 = 4,167 June 3.3580 x 176 x 8.34 = 4,929 July 4.9976 x 129 x 8.34 = 5,371 August 3.0052 x 201 x 8.34 = 5,048 September 3.0028 x 162 x 8.34 = 4,057 October 2.5703 x 245 x 8.34 = 5,244 November 2.1403 x 295 x 8.34 = 5,259 December 2.1767 x 260 x 8.34 = 4,728 2. Maximum Monthly Design Flow and Design BOD Loading 2.1 Verify the design flow and loading for your facility. Design Design Factor x % = % of Design Max Month Design Flow, MGD 10.46 x 90 = 9.414 x 100 = 10.46 Design BOD, lbs/day 7500 x 90 = 6750 x 100 = 7500 2.2 Verify the number of times the flow and BOD exceeded 90% or 100% of design, points earned, and score: Months of Influent Number of times flow was greater than 90% of Number of times flow was greater than 100% of Number of times BOD was greater than 90% of design Number of times BOD was greater than 100% of design January 1 0 0 0 0 February 1 0 0 0 0 March 1 0 0 0 0 April 1 0 0 0 0 May 1 0 0 0 0 June 1 0 0 0 0 July 1 0 0 0 0 August 1 0 0 0 0 September 1 0 0 0 0 October 1 0 0 0 0 November 1 0 0 0 0 December 1 0 0 0 0 Points per each 2 1 3 2 Exceedances 0 0 0 0 Points 0 0 0 0 Total Number of Points 0 0 Page 1 of 32 [20260616R 66] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 3. Flow Meter 3.1 Was the influent flow meter calibrated in the last year? Yes Enter last calibration date (MM/DD/YYYY) 2025-05-05 No If No, please explain: N/A 4. Sewer Use Ordinance 4.1 Did your community have a sewer use ordinance that limited or prohibited the discharge of excessive conventional pollutants ((C)BOD, SS, or pH) or toxic substances to the sewer from industries, commercial users, hauled waste, or residences? Yes No If No, please explain: N/A 4.2 Was it necessary to enforce the ordinance? Yes No If Yes, please explain: We had two industries who exceeded conventional pollutants and who were charged surcharges. We had one industry who was in violation of local limits, resulting in a Notice of Violation but corrected the action immediately. In addition, we had one industry who failed to report monitoring results which resulted in significant non-compliance. 5. Septage Receiving 5.1 Did you have requests to receive septage at your facility? Septic Tanks Holding Tanks Grease Traps Yes Yes Yes No No No 5.2 Did you receive septage at your facility? If yes, indicate volume in gallons. Septic Tanks Yes 164,950 gallons No Holding Tanks Yes 4,140,675 gallons No Grease Traps Yes 187,498 gallons No 5.2.1 If yes to any of the above, please explain if plant performance is affected when receiving any of these wastes. Plant performance does not appear to be affected by hauled waste as it is a small percentage of the total loading to the plant. It is possible that toxic agents may enter the treatment process through hauled waste but there were no proven instances of this in 2025. The hauled waste station contains the waste, aerates it, and bleeds it into the main plant flow. 6. Pretreatment 6.1 Did your facility experience operational problems, permit violations, biosolids quality concerns, or hazardous situations in the sewer system or treatment plant that were attributable to commercial or industrial discharges in the last year? Page 2 of 32 [20260616R 67] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 Yes No If yes, describe the situation and your community's response. N/A 6.2 Did your facility accept hauled industrial wastes, landfill leachate, etc.? Yes No If yes, describe the types of wastes received and any procedures or other restrictions that were in place to protect the facility from the discharge of hauled industrial wastes. We accepted hauled industrial waste from a remediation project after they completed an application and provided representative lab results. In addition, we accepted industrial waste from a facility via hauler after lab results were provided and approved for discharge. We also received sewered leachate from Duluth Superior Landfill (an industry monitored through the City's Industrial Pretreatment program) and the City's municipal landfill. The City's municipal landfill controls flow during rain events (as needed) and monitors its leachate and discharges through its own DNR permits. Total Points Generated 0 Score (100 - Total Points Generated) 100 Section Grade A Page 3 of 32 [20260616R 68] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 Effluent Quality and Plant Performance (BOD/CBOD) 1. Effluent (C)BOD Results 1.1 Verify the following monthly average effluent values, exceedances, and points for BOD or CBOD Outfall No. 001 Monthly Average Limit (mg/L) 90% of Permit Limit > 10 (mg/L) Effluent Monthly Average (mg/L) Months of Discharge with a Limit Permit Limit Exceedance 90% Permit Limit Exceedance January 25 22.5 4 1 0 0 February 25 22.5 4 1 0 0 March 25 22.5 4 1 0 0 April 25 22.5 4 1 0 0 May 25 22.5 4 1 0 0 June 25 22.5 4 1 0 0 July 25 22.5 5 1 0 0 August 25 22.5 8 1 0 0 September 25 22.5 7 1 0 0 October 25 22.5 7 1 0 0 November 25 22.5 6 1 0 0 December 25 22.5 6 1 0 0 Outfall No. 003 Monthly Average Limit (mg/L) 90% of Permit Limit > 10 (mg/L) Effluent Monthly Average (mg/L) Months of Discharge with a Limit Permit Limit Exceedance 90% Permit Limit Exceedance January 30 27 February 30 27 March 30 27 April 30 27 May 30 27 June 30 27 July 30 27 9 1 0 0 August 30 27 September 30 27 October 30 27 November 30 27 December 30 27 Page 4 of 32 [20260616R 69] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 Outfall No. 004 Monthly Average Limit (mg/L) 90% of Permit Limit > 10 (mg/L) Effluent Monthly Average (mg/L) Months of Discharge with a Limit Permit Limit Exceedance 90% Permit Limit Exceedance January 30 27 February 30 27 March 30 27 April 30 27 May 30 27 June 30 27 July 30 27 August 30 27 September 30 27 October 30 27 November 30 27 December 30 27 Outfall No. 002 Monthly Average Limit (mg/L) 90% of Permit Limit > 10 (mg/L) Effluent Monthly Average (mg/L) Months of Discharge with a Limit Permit Limit Exceedance 90% Permit Limit Exceedance January 30 27 February 30 27 March 30 27 April 30 27 May 30 27 June 30 27 July 30 27 10 1 0 0 August 30 27 September 30 27 October 30 27 November 30 27 December 30 27 * Equals limit if limit is <= 10 Months of discharge/yr 12 Points per each exceedance with 12 months of discharge 7 3 Exceedances 0 0 Points 0 0 Total number of points 0 NOTE: For systems that discharge intermittently to state waters, the points per monthly exceedance for this section shall be based upon a multiplication factor of 12 months divided by the number of months of discharge. Example: For a wastewater facility discharging only 6 months of the year, the multiplication factor is 12/6 = 2.0 1.2 If any violations occurred, what action was taken to regain compliance? N/A--there were no violations during the reporting period. 0 2. Flow Meter Calibration 2.1 Was the effluent flow meter calibrated in the last year? Yes Enter last calibration date (MM/DD/YYYY) 2025-05-05 No Page 5 of 32 [20260616R 70] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 If No, please explain: N/A 3. Treatment Problems 3.1 What problems, if any, were experienced over the last year that threatened treatment? N/A 4. Other Monitoring and Limits 4.1 At any time in the past year was there an exceedance of a permit limit for any other pollutants such as chlorides, pH, residual chlorine, fecal coliform, or metals? Yes No If Yes, please explain: N/A 4.2 At any time in the past year was there a failure of an effluent acute or chronic whole effluent toxicity (WET) test? Yes No If Yes, please explain: N/A 4.3 If the biomonitoring (WET) test did not pass, were steps taken to identify and/or reduce source(s) of toxicity? Yes No N/A Please explain unless not applicable: N/A Total Points Generated 0 Score (100 - Total Points Generated) 100 Section Grade A Page 6 of 32 [20260616R 71] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 Effluent Quality and Plant Performance (Total Suspended Solids) 1. Effluent Total Suspended Solids Results 1.1 Verify the following monthly average effluent values, exceedances, and points for TSS: Outfall No. 001 Monthly Average Limit (mg/L) 90% of Permit Limit >10 (mg/L) Effluent Monthly Average (mg/L) Months of Discharge with a Limit Permit Limit Exceedance 90% Permit Limit Exceedance January 30 27 7 1 0 0 February 30 27 12 1 0 0 March 30 27 12 1 0 0 April 30 27 14 1 0 0 May 30 27 10 1 0 0 June 30 27 9 1 0 0 July 30 27 11 1 0 0 August 30 27 8 1 0 0 September 30 27 8 1 0 0 October 30 27 7 1 0 0 November 30 27 7 1 0 0 December 30 27 6 1 0 0 Outfall No. 002 Monthly Average Limit (mg/L) 90% of Permit Limit >10 (mg/L) Effluent Monthly Average (mg/L) Months of Discharge with a Limit Permit Limit Exceedance 90% Permit Limit Exceedance January 60 54 February 60 54 March 60 54 April 60 54 May 60 54 June 60 54 July 60 54 32 1 0 0 August 60 54 September 60 54 October 60 54 November 60 54 December 60 54 * Equals limit if limit is <= 10 Months of Discharge/yr 12 Points per each exceedance with 12 months of discharge: 7 3 Exceedances 0 0 Points 0 0 Total Number of Points 0 NOTE: For systems that discharge intermittently to state waters, the points per monthly exceedance for this section shall be based upon a multiplication factor of 12 months divided by the number of months of discharge. Example: For a wastewater facility discharging only 6 months of the year, the multiplication factor is 12/6 = 2.0 1.2 If any violations occurred, what action was taken to regain compliance? N/A 0 Page 7 of 32 [20260616R 72] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 Total Points Generated 0 Score (100 - Total Points Generated) 100 Section Grade A Page 8 of 32 [20260616R 73] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 Effluent Quality and Plant Performance (Ammonia - NH3) 1. Effluent Ammonia Results 1.1 Verify the following monthly and weekly average effluent values, exceedances and points for ammonia Outfall No. 001 Monthly Average NH3 Limit (mg/L) Weekly Average NH3 Limit (mg/L) Effluent Monthly Average NH3 (mg/L) Monthly Permit Limit Exceed ance Effluent Weekly Average for Week 1 Effluent Weekly Average for Week 2 Effluent Weekly Average for Week 3 Effluent Weekly Average for Week 4 Weekly Permit Limit Exceed ance January 39 39 11.325 0 4.5 13.26 12.96 14.58 0 February 39 39 26.065 0 29.21 31.09 25.81 18.15 0 March 39 39 20.885 0 24.21 17.97 13.52 27.84 0 April 39 39 7.94 0 13.85 6.81 8.19 2.92 0 May 39 39 1.68 0 4.14 0.60 1.35 0.62 0 June 39 39 3.32 0 3.90 1.21 3.26 4.90 0 July 39 39 1.038 0 .15 1.56 .95 1.49 0 August 39 39 3.75 0 1.83 3.94 6.65 2.58 0 September 39 39 1.718 0 1.3 1.1 .17 4.3 0 October 39 39 3.76 0 3.17 3.08 5.47 3.32 0 November 39 39 2.873 0 1.21 5.97 3.69 .62 0 December 39 39 9.323 0 3.9 4.89 4.29 24.21 0 Outfall No. 002 Monthly Average NH3 Limit (mg/L) Weekly Average NH3 Limit (mg/L) Effluent Monthly Average NH3 (mg/L) Monthly Permit Limit Exceed ance Effluent Weekly Average for Week 1 Effluent Weekly Average for Week 2 Effluent Weekly Average for Week 3 Effluent Weekly Average for Week 4 Weekly Permit Limit Exceed ance January 39 39 0 0 February 39 39 0 0 March 39 39 0 0 April 39 39 0 0 May 39 39 0 0 June 39 39 0 0 July 39 39 4.65 0 4.65 0 August 39 39 0 0 September 39 39 0 0 October 39 39 0 0 November 39 39 0 0 December 39 39 0 0 Points per each exceedance of Monthly average: 10 Exceedances, Monthly: 0 Points: 0 Points per each exceedance of weekly average (when there is no monthly average):2.5 Exceedances, Weekly: 0 Points: 0 Total Number of Points 0 Page 9 of 32 [20260616R 74] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 NOTE: Limit exceedances are considered for monthly OR weekly averages but not both. When a monthly average limit exists it will be used to determine exceedances and generate points. This will be true even if a weekly limit also exists. When a weekly average limit exists and a monthly limit does not exist, the weekly limit will be used to determine exceedances and generate points. 1.2 If any violations occurred, what action was taken to regain compliance? N/A 0 Total Points Generated 0 Score (100 - Total Points Generated) 100 Section Grade A Page 10 of 32 [20260616R 75] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 Effluent Quality and Plant Performance (Phosphorus) 1. Effluent Phosphorus Results 1.1 Verify the following monthly average effluent values, exceedances, and points for Phosphorus Outfall No. 001 Monthly Average phosphorus Limit (mg/L) Effluent Monthly Average phosphorus (mg/L) Months of Discharge with a Limit Permit Limit Exceedance January .7 0.518 1 0 February .7 0.646 1 0 March .7 0.570 1 0 April .7 0.501 1 0 May .7 0.528 1 0 June .7 0.476 1 0 July .7 0.476 1 0 August .7 0.472 1 0 September .7 0.474 1 0 October .7 0.521 1 0 November .7 0.485 1 0 December .7 0.519 1 0 Outfall No. 004 Monthly Average phosphorus Limit (mg/L) Effluent Monthly Average phosphorus (mg/L) Months of Discharge with a Limit Permit Limit Exceedance January 1 February 1 March 1 April 1 May 1 June 1 July 1 August 1 September 1 October 1 November 1 December 1 Page 11 of 32 [20260616R 76] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 Outfall No. 003 Monthly Average phosphorus Limit (mg/L) Effluent Monthly Average phosphorus (mg/L) Months of Discharge with a Limit Permit Limit Exceedance January 1 February 1 March 1 April 1 May 1 June 1 July 1 0.405 1 0 August 1 September 1 October 1 November 1 December 1 Outfall No. 002 Monthly Average phosphorus Limit (mg/L) Effluent Monthly Average phosphorus (mg/L) Months of Discharge with a Limit Permit Limit Exceedance January 1 February 1 March 1 April 1 May 1 June 1 July 1 0.703 1 0 August 1 September 1 October 1 November 1 December 1 Months of Discharge/yr 12 Points per each exceedance with 12 months of discharge: 10 Exceedances 0 Total Number of Points 0 NOTE: For systems that discharge intermittently to waters of the state, the points per monthly exceedance for this section shall be based upon a multiplication factor of 12 months divided by the number of months of discharge. Example: For a wastewater facility discharging only 6 months of the year, the multiplication factor is 12/6 = 2.0 1.2 If any violations occurred, what action was taken to regain compliance? N/A 0 Total Points Generated 0 Score (100 - Total Points Generated) 100 Section Grade A Page 12 of 32 [20260616R 77] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 Biosolids Quality and Management 1. Biosolids Use/Disposal 1.1 How did you use or dispose of your biosolids? (Check all that apply) Land applied under your permit Publicly Distributed Exceptional Quality Biosolids Hauled to another permitted facility Landfilled Incinerated Other NOTE: If you did not remove biosolids from your system, please describe your system type such as lagoons, reed beds, recirculating sand filters, etc. 1.1.1 If you checked Other, please describe: N/A 6. Biosolids Storage 6.1 How many days of actual, current biosolids storage capacity did your wastewater treatment facility have either on-site or off-site? >= 180 days (0 Points) 150 - 179 days (10 Points) 120 - 149 days (20 Points) 90 - 119 days (30 Points) < 90 days (40 Points) N/A (0 Points) 6.2 If you checked N/A above, explain why. All of the biosolids generated are landfilled. 0 7. Issues 7.1 Describe any outstanding biosolids issues with treatment, use or overall management: None. Total Points Generated 0 Score (100 - Total Points Generated) 100 Section Grade A Page 13 of 32 [20260616R 78] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 Staffing and Preventative Maintenance (All Treatment Plants) 1. Plant Staffing 1.1 Was your wastewater treatment plant adequately staffed last year? Yes No If No, please explain: Could use more help/staff for: 1.2 Did your wastewater staff have adequate time to properly operate and maintain the plant and fulfill all wastewater management tasks including recordkeeping? Yes No If No, please explain: 2. Preventative Maintenance 2.1 Did your plant have a documented AND implemented plan for preventative maintenance on major equipment items? Yes (Continue with question 2) No (40 points) If No, please explain, then go to question 3: 2.2 Did this preventative maintenance program depict frequency of intervals, types of lubrication, and other tasks necessary for each piece of equipment? Yes No (10 points) 2.3 Were these preventative maintenance tasks, as well as major equipment repairs, recorded and filed so future maintenance problems can be assessed properly? Yes Paper file system Computer system Both paper and computer system No (10 points) 0 3. O&M Manual 3.1 Does your plant have a detailed O&M and Manufacturer Equipment Manuals that can be used as a reference when needed? Yes No 4. Overall Maintenance /Repairs 4.1 Rate the overall maintenance of your wastewater plant. Excellent Very good Good Fair Poor Describe your rating: Page 14 of 32 [20260616R 79] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 The plant staff was successful in their efforts to carry out all scheduled preventive maintenance and respond to reactive maintenance when those needs arose. Existing job plans were reviewed for accuracy and appropriate frequency; additionally, new job plans were created for equipment that was brought on line in 2025. Total Points Generated 0 Score (100 - Total Points Generated) 100 Section Grade A Page 15 of 32 [20260616R 80] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 Operator Certification and Education 1. Operator-In-Charge 1.1 Did you have a designated operator-in-charge during the report year? Yes (0 points) No (20 points) Name: JON F SHAMLA Certification No: 32758 0 2. Certification Requirements 2.1 In accordance with Chapter NR 114.56 and 114.57, Wisconsin Administrative Code, what level and subclass(es) were required for the operator-in-charge (OIC) to operate the wastewater treatment plant and what level and subclass(es) were held by the operator-in-charge? Sub Class SubClass Description WWTP OIC Advanced OIT Basic Advanced A1 Suspended Growth Processes X X A2 Attached Growth Processes A3 Recirculating Media Filters A4 Ponds, Lagoons and Natural A5 Anaerobic Treatment Of Liquid B Solids Separation X X C Biological Solids/Sludges X X P Total Phosphorus X X N Total Nitrogen D Disinfection X X L Laboratory X X U Unique Treatment Systems SS Sanitary Sewage Collection X NA X NA 2.2 Was the operator-in-charge certified at the appropriate level and subclass(es) to operate this plant? (Note: Certification in subclass SS is required 5 years after permit reissuance.) Yes (0 points) No (20 points) 2.3 For wastewater treatment facilities with a registered or certified laboratory, is at least one operator that works in the laboratory certified at the basic level in the laboratory (L) subclass? Yes No N/A – Wastewater treatment facility does not have a registered or certified laboratory 2.4 For wastewater treatment facilities that own and operate a sanitary sewage collection system, has at least one operator been designated the OIC for sanitary sewage collection system and certified at the basic level in the sanitary sewage collection system (SS) subclass? Yes No N/A – Owner of the Wastewater treatment facility does not own and operate a sanitary sewage collection system 0 3. Succession Planning 3.1 In the event of the loss of your designated operator-in-charge, did you have a contingency plan to ensure the continued proper operation and maintenance of the plant that includes one or more of the following options (check all that apply)? One or more additional certified operators on staff Page 16 of 32 [20260616R 81] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 An arrangement with another certified operator An arrangement with another community with a certified operator An operator on staff who has an operator-in-training certificate for your plant and is expected to be certified within one year A consultant to serve as your certified operator None of the above (20 points) If "None of the above" is selected, please explain: 0 4. Continuing Education Credits 4.1 If you had a designated operator-in-charge, was the operator-in-charge earning Continuing Education Credits at the following rates? OIT and Basic Certification: Averaging 6 or more CECs per year. Averaging less than 6 CECs per year. Advanced Certification: Averaging 8 or more CECs per year. Averaging less than 8 CECs per year. Total Points Generated 0 Score (100 - Total Points Generated) 100 Section Grade A Page 17 of 32 [20260616R 82] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 Financial Management 1. Provider of Financial Information Name: Nicholas Rhinehart Telephone: 715-395-7452 (XXX) XXX-XXXX E-Mail Address (optional): rhinehartn@superiorwi.gov 2. Treatment Works Operating Revenues 2.1 Are User Charges or other revenues sufficient to cover O&M expenses for your wastewater treatment plant AND/OR collection system ? Yes (0 points) No (40 points) If No, please explain: N/A 2.2 When was the User Charge System or other revenue source(s) last reviewed and/or revised? Year: 2025 0-2 years ago (0 points) 3 or more years ago (20 points) N/A (private facility) 2.3 Did you have a special account (e.g., CWFP required segregated Replacement Fund, etc.) or financial resources available for repairing or replacing equipment for your wastewater treatment plant and/or collection system? Yes (0 points) No (40 points) 0 REPLACEMENT FUNDS [PUBLIC MUNICIPAL FACILITIES SHALL COMPLETE QUESTION 3] 3. Equipment Replacement Funds 3.1 When was the Equipment Replacement Fund last reviewed and/or revised? Year: 2025 1-2 years ago (0 points) 3 or more years ago (20 points) N/A If N/A, please explain: N/A 3.2 Equipment Replacement Fund Activity 3.2.1 Ending Balance Reported on Last Year's CMAR $ 1,510,967.00 3.2.2 Adjustments - if necessary (e.g. earned interest, audit correction, withdrawal of excess funds, increase making up previous shortfall, etc.) $ 0.00 3.2.3 Adjusted January 1st Beginning Balance $ 1,510,967.00 3.2.4 Additions to Fund (e.g. portion of User Fee, earned interest, etc.) + $ 0.00 Page 18 of 32 [20260616R 83] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 3.2.5 Subtractions from Fund (e.g., equipment replacement, major repairs - use description box 3.2.6.1 below*) - $ 0.00 3.2.6 Ending Balance as of December 31st for CMAR Reporting Year $ 1,510,967.00 All Sources: This ending balance should include all Equipment Replacement Funds whether held in a bank account(s), certificate(s) of deposit, etc. 3.2.6.1 Indicate adjustments, equipment purchases, and/or major repairs from 3.2.5 above. N/A 3.3 What amount should be in your Replacement Fund? $ 1,470,356.00 Please note: If you had a CWFP loan, this amount was originally based on the Financial Assistance Agreement (FAA) and should be regularly updated as needed. Further calculation instructions and an example can be found by clicking the SectionInstructions link under Info header in the left-side menu. 3.3.1 Is the December 31 Ending Balance in your Replacement Fund above, (#3.2.6) equal to, or greater than the amount that should be in it (#3.3)? Yes No If No, please explain. N/A 0 4. Future Planning 4.1 During the next ten years, will you be involved in formal planning for upgrading, rehabilitating, or new construction of your treatment facility or collection system? Yes - If Yes, please provide major project information, if not already listed below. No Project # Project Description Estimated Cost Approximate Construction Year 1 Blatnik Bridge Sanitary Sewer Relocation (90%-100% DOT funded) $4,000,000 2026 2 PFOS / PFOA Planning and/or Pilot Testing $750,000 2026 3 WWTP Electrical Upgrades (MCC replacement and solar power) $450,000 2026 4 St. Albans Road / Newton Land Sanitary Sewer Replacement $750,000 2026 5 CSTP 5 & 6 Treatment, Building, and Electrical Upgrades (design and permitting)$1,500,000 2026 6 Lift Station 14 Reroute (2027 Causeway project) $400,000 2027 7 CSTP 5 Treatment Upgrades (construction) $6,100,000 2027 8 MH3A0026-MH3A026A Replacement $230,000 2028 9 CSTP 6 Treatment Building Rehabilitation and Electrical Upgrades (construction) $3,000,000 2029 5. Financial Management General Comments None. ENERGY EFFICIENCY AND USE 6. Collection System 6.1 Energy Usage 6.1.1 Enter the monthly energy usage from the different energy sources: COLLECTION SYSTEM PUMPAGE: Total Power Consumed Number of Municipally Owned Pump/Lift Stations: 16 Page 19 of 32 [20260616R 84] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 Electricity Consumed (kWh) Natural Gas Consumed (therms) January 20,093 176 February 16,264 105 March 19,488 84 April 27,256 113 May 21,534 50 June 13,734 33 July 25,606 31 August 13,881 38 September 11,548 33 October 9,891 31 November 12,141 71 December 13,653 175 Total 205,089 940 Average 17,091 78 6.1.2 Comments: The heading of this table when viewed electronically reads, “Collection System: Total Energy Consumed”. The heading of this table when printed reads, “Collection System Pumpage: Total Power Consumed”. The City has three structures associated with the collection system that accomplish flow monitoring and/or control, and these consume a relatively small amount of electricity which is not utilized in pumping or at a lift station. In keeping with the title of this table when printed, the power consumption reported here is for the collection system structures performing pumping. 6.2 Energy Related Processes and Equipment 6.2.1 Indicate equipment and practices utilized at your pump/lift stations (Check all that apply): Comminution or Screening Extended Shaft Pumps Flow Metering and Recording Pneumatic Pumping SCADA System Self-Priming Pumps Submersible Pumps Variable Speed Drives Other: 6.2.2 Comments: None. 6.3 Has an Energy Study been performed for your pump/lift stations? No Yes Year: Page 20 of 32 [20260616R 85] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 By Whom: Describe and Comment: 6.4 Future Energy Related Equipment 6.4.1 What energy efficient equipment or practices do you have planned for the future for your pump/lift stations? Use of solar energy is being investigated for lift stations where this would be feasible and expected to be implemented where practical. 7. Treatment Facility 7.1 Energy Usage 7.1.1 Enter the monthly energy usage from the different energy sources: TREATMENT PLANT: Total Power Consumed/Month Electricity Consumed (kWh) Total Influent Flow (MG) Electricity Consumed/ Flow (kWh/MG) Total Influent BOD (1000 lbs) Electricity Consumed/ Total Influent BOD (kWh/1000lbs) Natural Gas Consumed (therms) January 192,382 75.69 2,542 130.45 1,475 5,946 February 170,287 70.23 2,425 132.08 1,289 5,281 March 197,499 110.23 1,792 124.43 1,587 3,394 April 209,449 167.67 1,249 113.16 1,851 3,060 May 163,233 119.133 1,370 129.16 1,264 1,345 June 147,286 100.74 1,462 147.87 996 408 July 191,297 154.93 1,235 166.50 1,149 238 August 148,959 93.16 1,599 156.49 952 46 September 152,291 90.08 1,691 121.71 1,251 818 October 157,678 79.68 1,979 162.56 970 608 November 162,436 64.21 2,530 157.77 1,030 2,220 December 188,759 67.48 2,797 146.57 1,288 4,763 Total 2,081,556 1,193.23 1,688.75 28,127 Average 173,463 99.44 1,889 140.73 1,259 2,344 7.1.2 Comments: This reflects the energy usage of the treatment plants--the main plant and CSTPs 2, 5, and 6. 7.2 Energy Related Processes and Equipment 7.2.1 Indicate equipment and practices utilized at your treatment facility (Check all that apply): Aerobic Digestion Anaerobic Digestion Biological Phosphorus Removal Coarse Bubble Diffusers Dissolved O2 Monitoring and Aeration Control Effluent Pumping Fine Bubble Diffusers Page 21 of 32 [20260616R 86] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 Influent Pumping Mechanical Sludge Processing Nitrification SCADA System UV Disinfection Variable Speed Drives Other: 7.2.2 Comments: None. 7.3 Future Energy Related Equipment 7.3.1 What energy efficient equipment or practices do you have planned for the future for your treatment facility? A solar energy installation for the main treatment plant has been engineered, approved by the City Council, and will be constructed with completion anticipated in 2026. 8. Biogas Generation 8.1 Do you generate/produce biogas at your facility? No Yes If Yes, how is the biogas used (Check all that apply): Flared Off Building Heat Process Heat Generate Electricity Other: 9. Energy Efficiency Study 9.1 Has an Energy Study been performed for your treatment facility? No Yes Entire facility Year: By Whom: Describe and Comment: Part of the facility Year: Page 22 of 32 [20260616R 87] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 By Whom: Describe and Comment: Total Points Generated 0 Score (100 - Total Points Generated) 100 Section Grade A Page 23 of 32 [20260616R 88] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 Sanitary Sewer Collection Systems 1. Capacity, Management, Operation, and Maintenance (CMOM) Program 1.1 Do you have a CMOM program that is being implemented? Yes No If No, explain: 1.2 Do you have a CMOM program that contains all the applicable components and items according to Wisc. Adm Code NR 210.23 (4)? Yes No (30 points) N/A If No or N/A, explain: 1.3 Does your CMOM program contain the following components and items? (check the components and items that apply) Goals [NR 210.23 (4)(a)] Describe the major goals you had for your collection system last year: Page 24 of 32 [20260616R 89] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 Develop brochures, newsletters, webpages, social media posts, presentations and other educational materials about CMOM activities to be presented to customers in utility bills, public presentations, and/or online forms for informational purposes. Review Sewer Use Ordinance annually and revise, as necessary. Review and revise the Power Outage Response Plan as new resources become available. Perform routine cleaning of City-owned combined sanitary and separated sanitary sewers greater than or equal to 8 inches in diameter to less than or equal to 42 inches in effective diameter once every five years on a rotating basis, averaging approximately 25 miles of sewer cleaning annually. Work in 2025 concentrated on District 3B, District 05 and District 09. Semi-annually clean Lift Station wet wells. Inspect all City-owned circular combined and separated sanitary gravity sewers less than or equal to 48 inches in diameter once every 10 years on a rotating basis, at an average of 11.2 miles of sewers each year. Work each year is determined by the sewers that have not been televised in the last ten years or have no televising. Work in 2025 concentrated on District 3B, District 5, and District 9. Inspect all City-owned combined and separated sanitary manholes once every 15 years, at an average of 170 manholes per year. Work in 2025 was concentrated on the structures without documented inspections and manholes that have not been inspected in the last 15 years. Perform on average 150 repairs or rehabilitations to sanitary, combined sewer, and storm sewer structures annually. Install and maintain portable flow monitors in sanitary, combined, and/or storm sewer mains. Perform coordinated I/I investigation, including flow monitoring, smoke testing, and dye flood testing as appropriate. Contract for and begin construction on Billings Drive Sanitary Sewer Branch Repairs and Replacements project. (This project was completed in 2025 and has been closed out.) Contract for and begin construction on Winter Street Sanitary CIPP and Repair project. (This project was completed in 2025 and has been closed out.) In conjunction with Public Works, contract for and begin construction on East 5th Street Reconstruction project. (This project is substantially complete and is anticipated to be closed out in 2026.) In conjunction with the DOT, contract for and begin design of the Blatnik Bridge Sanitary Sewer Relocation Project. In-house design for contracted construction of the 2026 South Superior Storm Sewer project. Did you accomplish them? Yes No If No, explain: Some goals are long term and will be completed in future years. Organization [NR 210.23 (4) (b)] Does this chapter of your CMOM include: Page 25 of 32 [20260616R 90] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 Organizational structure and positions (eg. organizational chart and position descriptions) Internal and external lines of communication responsibilities Person(s) responsible for reporting overflow events to the department and the public Legal Authority [NR 210.23 (4) (c)] What is the legally binding document that regulates the use of your sewer system? Sewer use ordinance If you have a Sewer Use Ordinance or other similar document, when was it last reviewed and revised? (MM/DD/YYYY) 2022-10-10 Does your sewer use ordinance or other legally binding document address the following: Private property inflow and infiltration New sewer and building sewer design, construction, installation, testing and inspection Rehabilitated sewer and lift station installation, testing and inspection Sewage flows satellite system and large private users are monitored and controlled, as necessary Fat, oil and grease control Enforcement procedures for sewer use non-compliance Operation and Maintenance [NR 210.23 (4) (d)] Does your operation and maintenance program and equipment include the following: Equipment and replacement part inventories Up-to-date sewer system map A management system (computer database and/or file system) for collection system information for O&M activities, investigation and rehabilitation A description of routine operation and maintenance activities (see question 2 below) Capacity assessment program Basement back assessment and correction Regular O&M training Design and Performance Provisions [NR 210.23 (4) (e)] What standards and procedures are established for the design, construction, and inspection of the sewer collection system, including building sewers and interceptor sewers on private property? State Plumbing Code, DNR NR 110 Standards and/or local Municipal Code Requirements Construction, Inspection, and Testing Others: Plans and specifications based upon State of Wisconsin Department of Transportation Standard Specifications for Highway and Structure Construction (current edition) and Standard Specifications for Sewer and Water Construction in Wisconsin, Sixth Edition. Overflow Emergency Response Plan [NR 210.23 (4) (f)] Does your emergency response capability include: Responsible personnel communication procedures Response order, timing and clean-up Public notification protocols Training Emergency operation protocols and implementation procedures Annual Self-Auditing of your CMOM Program [NR 210.23 (5)] Special Studies Last Year (check only those that apply): Infiltration/Inflow (I/I) Analysis Sewer System Evaluation Survey (SSES) Sewer Evaluation and Capacity Managment Plan (SECAP) Lift Station Evaluation Report Others: Page 26 of 32 [20260616R 91] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 0 2. Operation and Maintenance 2.1 Did your sanitary sewer collection system maintenance program include the following maintenance activities? Complete all that apply and indicate the amount maintained. Cleaning 23.7 % of system/year Root removal 2.1 % of system/year Flow monitoring 40 % of system/year Smoke testing 0 % of system/year Sewer line televising 8.8 % of system/year Manhole inspections 6.9 % of system/year Lift station O&M 8.75 # per L.S./year Manhole rehabilitation 4.8 % of manholes rehabbed Mainline rehabilitation 0.16 % of sewer lines rehabbed Private sewer inspections 0.1 % of system/year Private sewer I/I removal 0.46 % of private services River or water crossings 0 % of pipe crossings evaluated or maintained Please include additional comments about your sanitary sewer collection system below: The City of Superior wastewater collection system includes a publicly separated sanitary system as well as a combined sanitary and stormwater system. Maintenance activity calculations are based upon a sanitary and combined sewer system of 145 miles and 2545 manholes. Significant rain events are taken into consideration when evaluating the reported number of Basement Backup Occurrences and the reported Number of Complaints. During significant events the design capacity of the sewer system is exceeded. The system meets the performance standard as stated in the definition for Number of Complaints. Calls received from customers during these periods are not related to a performance issue. Additionally, during these events it is indeterminate whether a basement backup or complaint is generated due to surcharging of the municipal collection system, due to private plumbing concerns or due to a combination of both. For these reasons of performance and accurateness, the Basement Backup Occurrences reported and the Number of Complaints reported excludes those occurring during significant rain events. 3. Performance Indicators 3.1 Provide the following collection system and flow information for the past year. 23.32 Total actual amount of precipitation last year in inches 31.73 Annual average precipitation (for your location) 145 Miles of sanitary sewer 16 Number of lift stations 0 Number of lift station failures 0 Number of sewer pipe failures 0 Number of basement backup occurrences Page 27 of 32 [20260616R 92] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 13 Number of complaints 3.70 Average daily flow in MGD (if available) 7.12 Peak monthly flow in MGD (if available) 244.8 Peak hourly flow in MGD (if available) 3.2 Performance ratios for the past year: 0.00 Lift station failures (failures/year) 0.00 Sewer pipe failures (pipe failures/sewer mile/yr) 0.01 Sanitary sewer overflows (number/sewer mile/yr) 0.00 Basement backups (number/sewer mile) 0.09 Complaints (number/sewer mile) 1.9 Peaking factor ratio (Peak Monthly:Annual Daily Avg) 66.2 Peaking factor ratio (Peak Hourly:Annual Daily Avg) 4. Overflows LIST OF SANITARY SEWER (SSO) AND TREATMENT FACILITY (TFO) OVERFLOWS REPORTED ** Date Location Cause Estimated Volume 0 8/4/2025 1:00:00 PM - 8/4/2025 3:30:00 PM 2335 Missouri Avenue Plugged Sewer 75 ** If there were any SSOs or TFOs that are not listed above, please contact the DNR and stop work on this section until corrected. What actions were taken, or are underway, to reduce or eliminate SSO or TFO occurences in the future? Staff were dispatched to the SSO location, an easement Jetter was used to open the line and clear grease blockage. This line has since been televised and added to routine cleaning program. 5. Infiltration / Inflow (I/I) 5.1 Was infiltration/inflow (I/I) significant in your community last year? Yes No If Yes, please describe: The City of Superior collection system includes a publicly separated sanitary system as well as a combined sanitary and stormwater system. In the separated sanitary system the public sources of inflow were addressed by sewer separation, but private sources were not. Consequently, the City experiences significant contributions to inflow and infiltration from private sources such as foundation drains as well as from aging, non-watertight building sewers. 5.2 Has infiltration/inflow and resultant high flows affected performance or created problems in your collection system, lift stations, or treatment plant at any time in the past year? Yes No If Yes, please describe: 5.3 Explain any infiltration/inflow (I/I) changes this year from previous years: Efforts as described below continue to identify, measure, and mitigate the impacts of inflow and infiltration to the collection system. 5.4 What is being done to address infiltration/inflow in your collection system? Page 28 of 32 [20260616R 93] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 Control of inflow and infiltration begins at the design level and continues through the construction, inspection, maintenance and operation of collection system facilities. Project planning and specifications for City construction projects adhere to applicable state and federal rules governing sewer construction methods including State of Wisconsin Department of Transportation Standard Specifications for Highway and Structure Construction as well as conform to Standard Specifications for Sewer and Water Construction in Wisconsin. Plans and specifications for construction include inflow and infiltration prevention measures to exclude clear water from the sewer system. Construction activities are inspected and monitored to ensure compliance with plans and specifications throughout the construction phase. CCTV inspection of the circular combined and sanitary sewers less than or equal to 48 inches in diameter once every 10 years and inspection of all combined and sanitary manholes once every 15 years coupled with a smoke testing and flow monitoring program all work to investigate and identify areas of I/I needing to be addressed. A Stormwater Flood Control Program (SFCP) initiated and managed by the City is part of a long term approach for planning how the City manages stormwater runoff in an effort reduce inflow and infiltration and to protect public health, safety, and the environment. The program addresses private sources of inflow and infiltration by educating property owners and providing technical and financial assistance with removal of clear water sources from the sanitary sewer. Flow monitoring and analysis of collection system capacity coupled with a developing hydraulic & hydrologic model demonstrate where inflow and infiltration sources are significant and are impacting sewer capacity. Information provided by the model will aid in planning of sewer system modifications. Public education programs are designed to inform of the environmental and fiscal impacts of inflow and infiltration. Programs include, but are not limited to, rain barrel workshops and rain garden demonstration areas. Total Points Generated 0 Score (100 - Total Points Generated) 100 Section Grade A Page 29 of 32 [20260616R 94] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 Grading Summary WPDES No: 0025593 SECTIONS LETTER GRADE GRADE POINTS WEIGHTING FACTORS SECTION POINTS Influent A 4 3 12 BOD/CBOD A 4 10 40 TSS A 4 5 20 Ammonia A 4 5 20 Phosphorus A 4 3 12 Biosolids A 4 5 20 Staffing/PM A 4 1 4 OpCert A 4 1 4 Financial A 4 1 4 Collection A 4 3 12 TOTALS 37 148 GRADE POINT AVERAGE (GPA) = 4.00 Notes: A = Voluntary Range (Response Optional) B = Voluntary Range (Response Optional) C = Recommendation Range (Response Required) D = Action Range (Response Required) F = Action Range (Response Required) Page 30 of 32 [20260616R 95] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 Resolution or Owner's Statement Name of Governing Body or Owner: City of Superior Date of Resolution or Action Taken: Resolution Number: Date of Submittal: ACTIONS SET FORTH BY THE GOVERNING BODY OR OWNER RELATING TO SPECIFIC CMAR SECTIONS (Optional for grade A or B. Required for grade C, D, or F): Influent Flow and Loadings: Grade = A Effluent Quality: BOD: Grade = A Effluent Quality: TSS: Grade = A Effluent Quality: Ammonia: Grade = A Effluent Quality: Phosphorus: Grade = A Biosolids Quality and Management: Grade = A Staffing: Grade = A Operator Certification: Grade = A Financial Management: Grade = A Collection Systems: Grade = A (Regardless of grade, response required for Collection Systems if SSOs were reported) One SSO occurred from the collection system during the reporting period. The SSO issued from MH060523 on 8/4/2025 after a grease blockage occurred in the sewer segment downstream. The affected segment was cleaned using an easement jetter and debris was removed from the site. To prevent reoccurrence, this line segment has been added to the routine grease cutting list. Also, in early 2026, Collection System staff inspected the line that was involved in the SSO and found a utility penetration that had caused damage. This may have been a factor in the SSO, but we are unaware of when the utility damage occurred. The utility contractor is currently planning to repair the damage section of pipe the week of May 24th, 2026. Page 31 of 32 [20260616R 96] Compliance Maintenance Annual Report Superior Sewage Disposal System Last Updated: Reporting For: 5/22/2026 2025 ACTIONS SET FORTH BY THE GOVERNING BODY OR OWNER RELATING TO THE OVERALL GRADE POINT AVERAGE AND ANY GENERAL COMMENTS (Optional for G.P.A. greater than or equal to 3.00, required for G.P.A. less than 3.00) G.P.A. = 4.00 Page 32 of 32 [20260616R 97] [20260616R 98] [20260616R 99] CONTRACT VOLUME & BIDDING DOCUMENT- 2026 2026 South Superior Storm Sewer Project CITY OF SUPERIOR, WISCONSIN Public Works Chris Carlson - Director Environmental Services Division of Public Works Steve Roberts – Director David Pollock – Collection Systems Engineering & Operations Manager Bid #26-19-ESD Project Code: P05SSS [20260616R 100] 2026 South Superior Storm Sewer Project - Addendum 1.Doc 1 ADDENDUM NO. 01 May 15, 2025 CONSTRUCTION CONTRACT - BIDDING DOCUMENT – 2026 2026 South Superior Storm Sewer Project CITY OF SUPERIOR, WISCONSIN Public Works Department Environmental Services Division (ESD) Chris Carlson, Director of Public Works, Public Works Steve Roberts, Director, Environmental Services David Pollock, Collection System Engineering and Operations Manager, Environmental Services Carter Carpenter, Civil Engineering Technician, Environmental Services ADDENDUM NO. 01 DATE: May 15, 2026 BIDS CLOSE: Thursday May 21, 2026 at 2:00 p.m. Local Time (Unchanged) TO ALL BIDDERS BIDDING ON THE ABOVE PROJECT: All Bidders submitting a Bid on th e above Contract shall carefully read this Addendum and give it consideration in the preparation of their Bid. This addendum forms a part of the Contract Documents and modifies the Bidding Documents for the above listed project. The addendum consis ts of one (1) page and three (3) pages of attachments. I. Please review the Pre-Bid meeting minutes, including the Sign-In sheet (attached). II. Any revisions to any of the Contract Documents made by this Addendum shall be considered as the same revision to any and all related areas of the Contr act Documents not specifically called out in this Addendum. III. The responsibility for notifying potential subc ontractors and suppliers of these changes remains with the prime contractor. IV. The Bidder shall acknowledge receipt of this Addendum by inserting the date and number in the spaces provided in the BID PROPOSAL. END OF ADDENDUM [20260616R 101] City of Superior Environmental Services Division of Public Works 2026 South Superior Storm Sewer Project Superior, Wisconsin 54880 Pre-Bid Conference Meeting Minutes May 14th, 2026 10:00 AM Meeting Items:  Introductions o City of Superior  David Pollock – Collection System Engineering & Operations Manager  Carter Carpenter – Civil Engineering Tech o Others (see sign in sheet)  Project Scope o Project includes two sites in South Superior. Purpose of project is to separate storm water from the sanitary sewer by installing separated storm sewer and removing combined inlets and pipes.  Area 1: Hughitt and N 57 th Street  Includes removal of existing combined sanitary inlets and pipes, installation of approximately 785 LF of storm sewer pipe (8 to 15-inch), four storm structures, one sanitary manhole, and full width road restoration.  Area 2: Central and Weeks Ave  Includes removal of existing combined sanitary inlets and pipes, installation of approximately 652 LF of storm sewer pipe (8 to 15-inch), four storm structures, and full width road restoration. o One bid alternate to be awarded at City’s discretion. Alternate includes cured in place pipe (CIPP) lining of two sanitary sewers (8-inch and 12-inch) located in the alley of Hughitt and N 57 th Street area. o Both project sites include numerous utility crossings including gas main, gas services, water mains, and water services. SWLP requests contractor pot-hole/hand dig to locate the gas main at crossings. 811 call to locate o Contract includes three lead water service line replacements (see plans). LHB will be on site to observe/inspect this work o 40 working days to complete the contract. Must be completed by October 30th, 2026.  Bidding o Bid closing: Bids will be received until 2:00 p.m. local time on Thursday, May 21, 2026, (Attn: Contract Analyst) Public Works Department, 1316 North 14th Street 2nd Floor, Suite 200, Superior, Wisconsin. Bids will be publicly opened and read aloud at 2:00 p.m. o Refer to the Instructions to Bidders for detailed instructions on the preparation and submittal of Bid and other bidding matters. o In Bid Form:  Complete bid proposal with unit pricing and total dollars (section 3 bidding document)  Submit complete list of subcontractors and suppliers. (section 4 bidding document)  Provide acknowledgement of addenda (section 5 bidding document)  Provide Bid Bond in the amount of at least five percent (5%) of the total bid. (section 6 bidding document)  Provide Bidder’s Proof of Responsibility (section 7 bidding document)  Provide Affidavit of Organization and Authority (section 8 bidding document) [20260616R 102]  Affidavit of Compliance for each SUBCONTRACTOR in addition to the Prime Contractor (section 9 bidding document. Contractor will not be disqualified at time of bid opening if only provided for prime, subs must be submitted prior to contract execution).  Additional Items  SWLP replaced all water service curb stops. If any lead lines are found on SWLP “side”, contact SWLP so they can get on site to replace. All verbal comments made today are to be used at Contractors discretion. Only written documentation in the form of addenda will be binding. -Questions  When will project be awarded? o Award is scheduled to be at the June 16 th City Council meeting.  If utility poles need to be held, who is responsible for that? (Additional cost. Etc?) o Any necessary pole holds would be the responsibly of the contractor, including coordination with the utility company. Cost would be incidental. Give utility company a 2 days heads-up. [20260616R 103] (715) 969-8159 (218) 522-0967 City of Superior Environmental Services Division of Public Works 2026 South Superior Storm Sewer Project Sign-In Sheet Pre-Bid Meeting 10:00 AM, Thursday, May 14, 2026 Company Name/Telephone/e-mail City of Superior ESD David Pollock pollockdavid@superiorwi.gov (715) 394-0392 City of Superior ESD Carter Carpenter carpenterc@superiorwi.gov (715) 394-0392 City of Superior ESD Brett Gunderson gundersonb@superiorwi.gov (715) 394-0392 Monarch Paving Patrick.hahn@monarchpaving.com Rachel Contracting cfai r@rachelcontracting.com Northland Constructors John Carlson john.carlson@northlandconstructors.us Ritola Jack estimating@ritolainc.com SWLP Kevin Douville kdouville@swlp.com [20260616R 104] 2026 South Superior Storm Sewer Project 2 Table of Contents 1. ADVERTISEMENT TO BID ............................................................................................ 3 2. INSTRUCTIONS TO BIDDERS ...................................................................................... 4 3. BID PROPOSAL ............................................................................................................... 8 4. SUBCONTRACTORS AND SUPPLIERS LISTING..................................................... 11 5. ADDENDA ACKNOWLEDGMENT ............................................................................. 12 6. BID BOND ...................................................................................................................... 13 7. BIDDER'S PROOF OF RESPONSIBILITY ................................................................... 14 8. AFFIDAVIT OF ORGANIZATION AND AUTHORITY ............................................. 16 9. AFFIDAVIT OF COMPLIANCE ................................................................................... 17 10. CONTRACT .................................................................................................................... 21 10.1 Preamble .......................................................................................................................... 21 10.2 Article I - Scope of Work................................................................................................. 21 10.3 Article II - Contract Price ................................................................................................ 21 10.4 Article III - Component Parts of this Contract................................................................. 22 10.5 Article IV - Payment for Labor & Materials ................................................................... 23 10.6 Article V – Insurance ....................................................................................................... 23 10.7 Non-Discrimination ......................................................................................................... 23 10.8 Authority .......................................................................................................................... 23 10.9 Signatures ......................................................................................................................... 24 11. PERFORMANCE AND PAYMENT BOND .................................................................. 25 12. GENERAL SPECIFICATIONS ...................................................................................... 26 12.1 GENERAL ....................................................................................................................... 26 12.2 SUBSTITUTIONS ........................................................................................................... 26 12.3 INSURANCE REQUIREMENTS .................................................................................... 26 12.3.5 INDEMNIFICATION...................................................................................................... 28 12.4 PERFORMANCE AND PAYMENT BOND .................................................................. 29 12.5 LICENSES, PERMITS AND APPROVALS .................................................................. 29 12.6 OBSTRUCTION OF STREETS AND SIDEWALKS .................................................... 29 12.7 PROSECUTION AND PROGRESS ............................................................................... 29 12.8 COORDINATION OF CONTRACTORS ...................................................................... 30 12.9 CHANGE ORDERS ........................................................................................................ 30 12.10 TIME PENALTIES ......................................................................................................... 30 12.11 GUARANTEE ................................................................................................................. 31 12.12 AS-BUILTS and WARRANTY DOCUMENTS ............................................................ 31 12.13 CONTROL OF THE WORK ........................................................................................... 31 12.14 SCOPE OF WORK .......................................................................................................... 32 12.15 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC ............................ 32 12.16 SAFETY AND SECURITY ............................................................................................ 32 12.17 PRE-CONSTRUCTION CONFERENCE ....................................................................... 33 12.18 PROJECT DOCUMENT SUBMISSIONS ..................................................................... 33 13. SPECIAL PROVISIONS ................................................................................................. 34 14. CONTRACT CHANGE ORDER .................................................................................... 89 Project Plan Set dated May 1, 2026 [20260616R 105] 2026 South Superior Storm Sewer Project 3 1. ADVERTISEMENT TO BID 2026 South Superior Storm Sewer Project Sealed bids will be received by the City of Superior, Attn: Contract Analyst, at North 14th Street - 2nd Floor (Suite 200) Superior, WI 54880. Bids will be publicly opened and read aloud in the City offices as follows: Bid Opening: Thursday, May 21 st, 2026, at 2:00PM Bid Project: The work under this contract shall consist of removing existing combined sanitary/storm sewer pipes and structures, installation of new separate storm infrastructure and full road reconstruction. This contract includes project sites at two separate locations and includes installation of approximately 434 LF of 12-inch and 870 LF of 15-inch storm sewer, connections to existing storm sewers, eight precast storm sewer structures, one precast sanitary sewer manhole, full alley and roadway reconstruction, three lead water service line replacements, site restoration; and all incidental items necessary to complete the work as shown on the plans and included in the proposal and contract. Also included is an alternate option of cured-in-place-pipe (CIPP) lining of 149 LF of 8-inch VCP and 192 LF of VCP sanitary sewer pipe. Award of the alternate is at the discretion of the City of Superior ESD. All bids must be prepared on the form provided and submitted in accordance with the Instructions to Bidder. Specifications may be obtained through the internet at www.DemandStar.com. Bidding documents may be viewed at the City of Superior, 1316 North 14th Street - 2nd Floor, Superior, Wisconsin (gundersonb@superiorwi.gov), at the Minnesota Builders Exchange (mbex.org), Builders Exchange of Wisconsin (bxwi.com), Northwest Regional Builders Exchange (nwrbx.com), and LaCrosse Builders Exchange (laxbx.com). The contractor shall submit a list of their subcontractors as a part of their proposal, which list shall not be added to or altered without the written consent of the City of Superior, and as specified in 66.0901 Wisconsin Statutes. The City of Superior encourages the participation of women and minority owned businesses. The City of Superior reserves the right to reject any or all bids, to waive irregularities, or to accept such bids, as in the opinion of the City, will be in its best interests. Chris Carlson Steve Roberts Director of Public Works Director of Environmental Service Division (ESD) Daily Telegram: Saturday, May 2 nd, 2026 Saturday, May 9th, 2026 [20260616R 106] 2026 South Superior Storm Sewer Project 4 2. INSTRUCTIONS TO BIDDERS 2.1 Questions regarding this bid may be directed at the City of Superior as follows: Project specifications: David Pollock, City of Superior (ESD) (715) 394-0392 Ext. 1017 Bidding documents: Jane Darwin, Contract Analyst, darwinj@superiorwi.gov 2.2 Method of Bidding: The only acceptable method of bidding a contract with the City of Superior, Wisconsin, is described as follows and must be strictly complied with. The City reserves the right to determine the low Bidder based on the Base Bid alone or the Base Bid plus any alternates or combinations of alternates, at the City’s discretion. 2.3 Bid Packet Components: Each item listed must be included with the bid submission: a. Bidders must file a PROPOSAL OR BID on the form the City has prepared. (See BID PROPOSAL Section 3.) Bids shall be valid for 60 days. b. Bidders shall be required to submit a list of SUBCONTRACTORS AND SUPPLIERS with their proposal in accordance with Section 66.0901(7), Wisconsin Statutes, and subsequent amendments. Such list shall not be added to or altered without the written consent of the City of Superior. (See SUBCONTRACTORS AND SUPPLIERS LISTING Section 4.) c. Bidders shall be required to submit an ADDENDA ACKNOWLEDGMENT with their proposal. Such acknowledgment shall note acknowledgment of receipt of all addenda. If no addenda were issued, the bidder shall so indicate and sign document. (See ADDENDA ACKNOWLEDGMENT Section 5.) d. The bidder must file, at the time of the opening of the bids, either a BID BOND or a certified check in the amount of at least five percent (5%) of the total bid, conditioned that if the bidder is successful bidder will, within the time allotted by the City, file a properly executed contract and performance bond as per Wisconsin Statutes 62.15(3). (See BID BOND Section 6.) e. The bid proposal must have attached to it the BIDDER’S PROOF OF RESPONSIBILITY identifying the bidder’s qualifications. (See BIDDER’S PROOF OF RESPONSIBILITY Section 7.). Prospective bidders are required to furnish a statement of financial ability, equipment and experience in the work prescribed in said public contract in accordance with the provisions of Section 66.0901(2) of the Wisconsin Statutes at the time of the opening of the bids. The object of the questionnaire and the pre-qualification of bidders is to enable the City to have sufficient information regarding financial ability, equipment and experience to reduce the risks involved in awarding contracts to parties not qualified to perform them and to select those contractors qualified to properly complete the work proposed [20260616R 107] 2026 South Superior Storm Sewer Project 5 f. The bid proposal must have attached to it the AFFIDAVIT OF ORGANIZATION AND AUTHORITY identifying a corporation, partnership or sole trader. The affidavit must contain a sworn statement that the bidder has examined and carefully prepared the proposal from the plans and specifications and has checked the same in detail per Section 66.0901 (7), Wisconsin Statutes. (See AFFIDAVIT OF ORGANIZATION & AUTHORITY Section 8.) g. The bid proposal must have attached to it the AFFIDAVIT OF COMPLIANCE swearing compliance with the criteria set forth in the Responsible Bidder Criteria in the City Code of Ordinances, Chapter 2, Article XII from the Contractor and all sub-contractors. (See AFFIDAVIT OF COMPLIANCE Section 8). h. The bid proposal packet shall be placed in an envelope and shall be sealed. ON THE ENVELOPE SHALL BE, plainly written: the date of the bid opening, the title of the project and the name of the bidder. Such envelope shall be addressed and delivered to: The City of Superior, 1316 North 14th Street - 2nd Floor, Suite 200, Superior, Wisconsin, before the time and date specified for opening bids as listed in the Advertisement to Bid. i. Wisconsin’s Public Records Law creates a statutory presumption in favor of complete access to public records and the City of Superior endeavors always to conduct its municipal affairs in strict compliance with Wisconsin Statutes §§ 19.31-19.39. Any entities or individuals who submit materials to the City of Superior in response to this request should avoid submittal of any proprietary information. 2.4 Work Site and Contract Document Examination: Bidders must satisfy themselves, by examination of the contract documents, the work site and the conditions and obstacles to be encountered in the field, and by such other means as may be necessary, as to the accuracy of the schedule of quantities of the work to be done and the intent of said contract documents. After the submission of the proposal, no complaint or claim that there was any misunderstanding as to the quantities, conditions or nature of the work will be entertained and no extra compensation shall be allowed by reason of any matter or thing concerning which such bidder might have informed himself prior to the bidding. Upon award of bid, the Contractor must execute the required Performance and Payment Bond in the total amount of the bid. (see PERFORMANCE AND PAYMENT BOND Section 11.) 2.5 Time of Performance: When not otherwise specified, the bidder must state in the proposal, the least number of calendar days (counting weekends and holidays), after date to commence work given in the Notice to Proceed, in which bidder will start construction and the number of calendar days (counting weekends and holidays), after date to commence work given in the Notice to Proceed, in which bidder will fully complete the work as specified. The bidder should make do allowance for all probable difficulties which may be encountered. In the event of failure completing the work within the time stated or otherwise specified, liquidated damages will be assessed as provided in the specifications. 2.6 Quantities: The estimated quantities of the work are the result of careful [20260616R 108] 2026 South Superior Storm Sewer Project 6 calculations but are not to be considered as final. Such estimates will be used as a basis for determining the lowest bidder. After the contract is awarded, the quantity of work listed under any item, or all items, may be increased or decreased according to the specifications at the discretion of the City of Superior without in any way invalidating the bid price (see CONTRACT CHANGE ORDER Section 15). 2.7 Bid Prices: Bidders must submit a bid price, in accordance with the specifications, for each item of the job or branch, in compliance with the bidding units specified for the quantities listed in the proposal. Bid prices must be written out in words and entered in figures. In case of conflict, the written word prices will prevail. Totals must be shown based on unit cost and quantity. In case figures do not match, the figure resulting in the lower price shall be deemed the price intended and applicable. 2.8 Inadequacies and Omissions: The City of Superior will not be responsible for verbal information or statements made by representatives of the Engineering Department, or any other department for which work will be performed. Bidders shall bring any inadequacies, omissions or conflicts to the attention of the City of Superior before the due date for bids. Prompt written clarification will be immediately supplied to all bidders by Addenda before the due date for bids and each Addendum shall be acknowledged on the Addenda Acknowledgment form. Failure to so request clarification of any inadequacy, omission or conflict will not relieve the Contractor of responsibility. 2.9 No Double Bidding: Two (2) or more proposals under different names will not be accepted from one firm or association. 2.10 Partial Bidding: Bidders must quote all items appearing on the bid forms unless specific directions in the advertisement, on the bid form, or in the special specifications allow for partial bids. Failure to quote on all items, unless specifically exempted as set forth above, shall disqualify the bid. When quotations on all items are not required, bidders shall insert the words "no bid" where appropriate. 2.11 Right of Waiver or Rejection: The City reserves the right to reject any or all bids or waive any defects found in bids or proposals submitted. 2.12 Wage Rates: This Project is not subject to Prevailing Wage Rates. 2.13 Pre-Bid Conference: Thursday, May 14th, 2026, 10:00am at City of Superior, Public Works Department at 1316 North 14th Street - 2nd Floor, Rm. 204, Superior, WI 54880. Virtual attendance is available through Microsoft Teams: Meeting ID: 248 629 083 843 977 Passcode: t5Bi24q5. Deadline for questions is Tuesday, May 19 th, 2026, 12:00pm. All questions should be emailed to the City of Superior at pollockdavid@superiorwi.gov. The final addendum(s) will be issued by Tuesday, May 19th, 2026, 4:00pm. 2.14 Contract Documents: Upon award of the bid the contract documents will consist of the Advertisement to Bid, Instructions to Bidders, Bid Proposal, Subcontractors & Suppliers Listing, Addenda Acknowledgment, Bid Bond, Bidder's Proof of Responsibility, Affidavit of Organization & Authority, Contract, Affidavit of Compliance(s), Performance and Payment Bond, Certificate of Insurance as required, General [20260616R 109] 2026 South Superior Storm Sewer Project 7 Specifications, Special Provisions, Plan Set dated 5/1/26, and include all other herein bound attachments and modifications thereof incorporated in the documents as prepared by the City of Superior. [20260616R 110] [20260616R 111] [20260616R 112] [20260616R 113] [20260616R 114] [20260616R 115] [20260616R 116] [20260616R 117] [20260616R 118] [20260616R 119] [20260616R 120] 2026 South Superior Storm Sewer Project 18 ORDINANCE #O20-4178 ORDINANCE INTRODUCED BY MAYOR JIM PAINE REPEALING SECTION 2, ARTICLE XII PUBLIC WORKS PROJECTS AND RECREATING SECTION 2, ARTICLE XII RESPONSIBLE CONTRACTOR CRITERIA The Common Council of the City of Superior, Wisconsin, does ordain as follows: SECTION 1. Chapter 2, Article XII, Public Works Projects of the City Code of Ordinances is hereby repealed and recreated as follows: ARTICLE XII. RESPONSIBLE CONTRACTOR CRITERIA Section 2-468. Purpose. Pursuant to Wis. Stats. § 66.0901, whenever the city lets public work by contract, the contract must be awarded to the lowest qualified responsible contractor. What constitutes a qualified responsible contractor is a determination that requires the exercise of discretion by the city and its departments, officials or employees under reasonably consistent responsible contractor criteria when exercising its discretion. Section 2 -469. Definitions. In this section, the following definitions shall apply. “Contractor” means a person, corporation, partnership or any other business entity that performs work on a public works contract as a general contractor, prime contractor or subcontractor at any tier. “Apprenticeship program” means an apprenticeship program that is currently approved by the U.S. Department of Labor or a state apprenticeship agency and has graduated apprentices to journeyperson status for three years. “Public works contract” means a contract for the construction, alteration, execution, repair, remodeling or improvement of a public work or building, where the contract is in excess of $25,000 and is require d to be bid pursuant to Wis. Stats. § 59.52(29). “Qualified contractor (Bidder)” means a person, corporation, partnership or any other business entity that meets the requirements specified in this ordinance as well as the criteria specified in Wis. Stats. 16.855 (9m) (b) (1) (a & b) Section 2-470 Responsible Contractor Criteria. In order to be a qualified responsible contractor for purposes of being awarded a public works contract, the contractor must meet the following criteria. a) The contractor maintains a permanent place of business. b) The contractor is authorized to do business in the State of Wisconsin. [20260616R 121] 2026 South Superior Storm Sewer Project 19 c) The contractor, or agent, partner, employee or officer of the contractor, is not debarred, suspended, proposed for debarment or declared ineligible from contracting with any unit of federal, state or local government. d) The contractor is in compliance with provisions of Section 2000e of Chapter 21, Title 42 of the United States Code and Federal Executive Order No. 11246 as amended by Executive Order No. 11375 (known as the Equal Opportunity Employer provisions). e) The contractor has general liability, workers’ compensation, automobile insurance and unemployment insurance. f) The contractor has complied with all provisions of any prevailing wage laws and federal Davis-Bacon related Acts, and the rules and regulations therein, for projects undertaken by the contractor that are covered by these laws, for the past five (5) years. g) The contractor participates in an apprenticeship program as referred in section 2- 46 9, if the contractor employs more than two (2) employees. h) The contractor has a written substance abuse prevention program meeting the requirements of Wis. Stat. §103.503. i) The employees who will perform work on the project are properly classified as employees or independent contractors under all applicable state and federal laws. j) The contractor has not been subject to any investigation, order or judgement regarding the construction industry from a state or federal agency or court concerning an employment practice, including but not limited to, classification of employees, unemployment insurance, discrimination or payroll fraud. If the contractor has been the subject of any of the aforementioned, contractor must provide copies of the investigation, order or judgement and may be disqualified. k) The contractor’s employees who will perform work on the project are: 1) Covered under a current workers’ compensation policy; and properly classified under such policy. 2) Covered under a current health insurance policy as required by federal or state law. l) The contractor possesses all applicable professional and trade licenses required for performing the public works. m) The contractor has adequate financial resources to complete the public works contract, as well as all other work the bidder is presently under contract to complete. n) The contractor is bondable for the terms of the proposed public works contract. [20260616R 122] 2026 South Superior Storm Sewer Project 20 o) The contractor has a record of meeting the criteria which will be considered in determining satisfactory completion of projects and may include, but are not limited to: 1) Completion of contracts in accordance with drawings and specifications. 2) Diligent execution of the work and completed contracts according to the established time schedules unless extensions are granted by the owner; and 3) Fulfilled guarantee requirements of the contract documents. p) The contractor has, and diligently maintains, a written safety program. Section 2-471. No Restriction on Discretion. If information other than what was disclosed by the contractor in section 2-470 is discovered by the city or the department, official or employee responsible for awarding the public works contract, and such information calls into question the contractor’s abilities or competence to faithfully and responsibly comply with the terms of a public works contract, that information shall be considered in determining whether the contractor is a qualified responsible contractor. Section 2-472. Affidavit of Compliance. In the event a construction management company is to administer the said contract with general contractors, prime contractors or subcontractors of any tier, the construction management firm shall ensure all the rules and regulations contained in this Responsible Contractors Ordinance are followed by all contractors of any tier. The general, prime contractor, or sub-contractor of any tier bidding on a public works project must include in its sealed bid: a) Its own affidavit swearing compliance with the criteria set forth in section 2-470 on the form required by city; and b) An affidavit swearing compliance with the criteria set forth in section 2- 470 on the form required by the city from every subcontractor at any tier who will perform work on the project. Failure to submit the required affidavit, or providing incorrect, false, or misleading information may disqualify the contractor’s bid. SECTION 2. All ordinances and parts of ordinances conflicting with this ordinance are hereby repealed. SECTION 3. This ordinance shall be in full force and effect from and after its passage and publication. [20260616R 123] 2026 South Superior Storm Sewer Project 21 10. CONTRACT 2026 South Superior Storm Sewer Project 10.1 Preamble This contract made this ___ day of ____ 2026, by and between Sipsas Excavating, a LLC corporation, herein called "Contractor", and the City of Superior, a municipal corporation, located in Douglas County, Wisconsin, herein called "Owner". WITNESSETH, that the Contractor and Ow ner for the consideration stated herein, agree as f ollows: 10.2 Article I - Scope of Work The Contractor shall perform everything required to be performed and shall provide and furnish all the applicable labor, materials, equipment, necessary tools, expendable equipment, insurance provided by the specifications, contributions to social security and all utility and transportation services required to perform and complete in a workmanlike manne r the following work: The wor k under this contract shall consist of removing existing combined sanitary/storm sewer pipes and structures, installation of new separate storm infrastructure and full road reconstruction. This contract includes project sites at two separate locations and includes installation of approximately 434 LF of 12 -inch and 870 LF of 15 -inch storm sewer, connections to existing storm sewers, eight precast storm sewer structures, one precast sanitary sewer manhole, full alley and roadway reconstruction, three lead water service line replacements, site restoration; and all incidental items necessary to complete the work as shown on the plans and included in the proposal and contract. Also included is an alternate option of cured- in-place-pipe (CIPP) lining of 149 LF of 8- inch VCP and 192 LF of VCP sanitary sewer pipe. Award of the alternate is at the discretion of the City of Superior ESD. All work shall be in strict compliance with the Contractor's proposal and other contract documents, herein mentioned as component parts of this contract. 10.3 Article II - Contract Price The Owner shall pay the Contractor for the performance of this contract an amount based upon the unit prices contained in the proposal for the actual measured quantities of work done or lump sum as proposed. Contractor shall not be entitled to payment for work found deficient or failing to conform to the requirements set forth in this agreement and is not entitled to further payments until corrected to the satisfaction of the Director of Public Works at the cost of the Contractor. The City will inform the Contractor of any deficiencies and/or items that do not conform to this contract within thirty (30) days of receipt. Unless otherwise provided in the special provisions, payments are to be made to the [20260616R 124] 2026 South Superior Storm Sewer Project 22 Contractor within 30 days of receipt of an approved payment application/invoice on the basis of written approval of estimates by the Owner of the value of the work performed during the preceding billing period. However, in accordance with 66.0901(9) Wisconsin Statutes, owner will retain five percent (5%) of the amount of each such estimate, until the work has been completed. This retainage will be held until completion and acceptance of all work included in this contract. Submission of a final payment application/invoice shall be accompanied by applicable payroll reports and final unconditional lien waivers (from all sub-contractors and suppliers) to the Owner. Prior to release of final payment, the Public Works Department shall review project documents, submitted by Contractor to determine the satisfaction thereof; it will be at the Public Works Department’s sole discretion when the final payment is made. Final payment will be made to Contractor within thirty (30) days of the City’s acceptance of services as complete. The Owner, in case the work under this contract is not completed within the time required or within an extended time approved in writing by the Owner, is authorized to take charge of the work and finish it at the expense of the Contractor and his sureties, and to apply the amount retained from estimates to the completion of the work. 10.4 Article III - Component Parts of this Contract This contract consists of the following component parts, all of which are as fully a part of it as if set out verbatim herein, or if not attached, as if the same were hereto attached: 1. Advertisement to Bid 2. Instructions to Bidders 3. Bid Proposal 4. Subcontractors & Suppliers Listing 5 Addenda Acknowledgment 6. Bid Bond 7. Bidder's Proof of Responsibility 8. Affidavit of Organization and Authority 9. Affidavit of Compliance from Contractor and all Sub-Contractors 10 Contract 11. Certificate of Insurance 12. Performance and Payment Bond 13. General Specifications 14. Engineer’ s Certificate (as applicable) 15. Special Provisions (as applicable) 16. Contract Change Order 17. Additional Attachments per Index (as applicable) The contract documents form a complete unit and requirements called for by one are as binding as if called for by all. In cases of conflict between plans and specifications, the specifications shall govern. Special Provisions shall control over General Specifications. [20260616R 125] 2026 South Superior Storm Sewer Project 23 10.5 Article IV - Payment for Labor & Materials The Contractor specifically agrees to pay for all claims for labor performed for this project and materials furnished, used and consumed in completing the foregoing contract, together with all items enumerated in Section 779.035, of the Wisconsin Statutes, as the obligation of the Contractor. No assignment, modification or change in the contract, or change in the work covered thereby, or any extension of time for completion of the contract shall release the sureties on the bond. 10.6 Article V – Insurance Within ten (10) days after the execution of the contract, and prior to commencement of any work, the Contractor shall file with the Owner, satisfactory evidence of having adequate worker’s compensation insurance and public liability insurance, both personal and property, as outlined in the General Specifications, section 12.3. 10.7 Non-Discrimination Upon execution of this Agreement, Contractor agrees as follows: C ontractor and all Subcontractors do not discriminate against any employee, applicant for employment, independent contractor, or any other persons because of race, color, religion, sex, sexual orientation, gender identity, or national origin. 10.8 Authority The Contractor represents that it has the authority to enter into this Agreement. If the C ontractor is not an individual, the person(s) signing on behalf of the Contractor represents and warrants that they have been duly authorized to bind the Contractor and sign this Agreement on the Contractor's behalf. [20260616R 126] 2026 South Superior Storm Sewer Project 24 10.9 Signatures In Witness Whereof, the parties intending to be legally bound have executed this agreement the day and year set forth above. SIGNED AND SEALED: COMPANY: Sipsas Excavating LLC ADDRESS: 9395 Wallace Road Iron River, WI 54847 PHONE: 715-372-8221 Beau Sipsas, General Manager Shane Sipsas, Director of Operations (two corporate signers) ATTEST: CITY OF SUPERIOR, WISCONSIN Heidi Blunt, City Clerk Jim Paine, Mayor Frog Prell, City A ttorney Nick Rhinehart, Finance Director Provision has been made to pay th e liability that will accrue under this contract. Approved at by the Superior Common Council on: June 16th, 2026 [20260616R 127] 2026 South Superior Storm Sewer Project 25 11. PERFORMANCE AND PAYMENT BOND (Sample) AIA Document A312™ - 2010 Performance and Payment Bond is the preferred document. All other bonds must be approved by the City. KNOW ALL MEN BY THESE PRESENTS THAT of , and as principal, and of , a corporation and existing under the laws of the State of Wisconsin (hereinafter called A surety@), as surety are held and firmly bound unto the City of Superior, a municipal corporation, of the State of Wisconsin, in the penal sum of $ Dollars, good and lawful money of the United States of America, to be paid to the City of Superior, Wisconsin, its duly authorized attorneys, agents, officers, successors and assigns for which payment, well and truly to be made, we bind ourselves, our heirs, administrators, executors, successors and assigns, jointly and severally firmly by these presents. WHEREAS, the above bound principal has entered into a certain written contract with the City of Superior, Wisconsin, dated this day of , 20___, which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein. NOW, THEREFORE, the condition of the above obligation is such that if the above bound principal shall well and truly keep, do and perform each and every matter and thing in said contract set forth and specified to be by the said principal kept, done and performed at the time and in the manner in said contract specified, and shall pay over, make good and reimburse to the aforenamed City, all loss and damage which said City may sustain by reason of failure or default on the part of said principal and shall pay to every person entitled thereto all claims for labor performed and materials furnished, used or consumed in performing the work provided in said contract including, without limitation because of enumeration, fuel, lumber, building materials, machinery, vehicles, tractors, equipment, fixtures, apparatus, tools, appliances, supplies, electric energy, gasoline, motor oil, lubricating oil, greases, state imposed taxes, premiums for worker’s compensation insurance and contributions for unemployment compensation, then this obligation shall be void; otherwise, it shall be and remain in full force and effect. Contractor Representative Title Insurance Company Representative Attest: [20260616R 128] 2026 South Superior Storm Sewer Project 26 12. GENERAL SPECIFICATIONS 12.1 GENERAL Unless otherwise stated, all work and conditions of this contract shall be performed in accordance with the State of Wisconsin Department of Transportation (WisDOT), Standard Specifications for Highway and Structure Construction (including erosion control), 2026 Edition and current Supplemental Spe cifications, or in accordance with the Wisconsin Department of Safety and Public Services. State, Federal and/or grant funds may be used to fund all or part of this contract. The City will not be held liable for any damages incurred due to changes in State, Federal or grant funding, including (but not limited to) a reduction or cancellation of the project. 12.2 SUBSTITUTIONS The following terms shall be substituted in the specifications: a. “Owner” or “City” is the City of Superior. b. “Engineer” is the Contracted Engineer/Architect for the City of Superior or the City Engineer assigned to the project. 12.3 INSURANCE REQUIREMENTS The Contractor shall not commence work on contract until proof of insurance required has been provided to the applicable department before the contract or purchase order is considered for approval by the City. It is hereby agreed and understood that the insurance required by the City is primary coverage and that any insurance or self-insurance maintained by the City, its officers, council members, agents, employees or authorized volunteers will not contribute to a loss. All insurance shall be in full force prior to commencing work and remain in force until the entire job is completed and the length of time that is specified, if any, in the contract or listed below whichever is longer. CONTRACTOR—LIABILITY A. Commercial General Liability coverage at least as broad as Insurance Services Office Commercial General Liability Form, including coverage for Products Liability, Completed Operations, Contractual Liability, and Explosion, Collapse, Underground coverage with the following minimum limits and coverage: 1. Each Occurrence limit $1,000,000 2. Personal and Advertising Injury limit $1,000,000 3. General aggregate limit (other than Products-Completed Operations) per project $2,000,000 4. Products-Completed Operations aggregate $2,000,000 5. Fire Damage limit — any one fire $50,000 6. Medical Expense limit — any one person $5,000 [20260616R 129] 2026 South Superior Storm Sewer Project 27 7. Products - Completed Operations coverage must be carried for two years after acceptance of completed work. B. Automobile Liability coverage at least as broad as Insurance Services Office Business Automobile Form, with minimum limits of $1,000,000 combined single limit per accident for Bodily Injury and Property Damage, provided on a Symbol #1- "Any Auto" basis. C. Workers' Compensation as required by the State of Wisconsin, and Employers Liability insurance with sufficient limits to meet underlying Umbrella Liability insurance requirements. If applicable for the work coverage must include Maritime (Jones Act) or Longshoremen's and Harbor Workers Act coverage. Provide a waiver of subrogation in favor of the City for the workers’ compensation and liability insurances. D. Umbrella Liability providing coverage at least as broad as the underlying Commercial General Liability, Automobile Liability and Employers Liability, with a minimum limit of $2,000,000 each occurrence and $2,000,000 aggregate, and a maximum self-insured retention of $10,000. The umbrella must be primary and non-contributory to any insurance or self- insurance carried by the City. F. Builder's Risk / Contractor's Equipment or Property - The contractor is responsible for loss and coverage for these exposures. City will not assume responsibility for loss, including loss of use, for damage to property, materials, tools, equipment, and items of a similar nature which are being either used in the work being performed by the contractor or its subcontractors or are to be built, installed, or erected by the contractor or its subcontractors. INSURANCE REQUIREMENTS FOR SUBCONTRACTOR All subcontractors shall be required to obtain Commercial General Liability (if applicable Watercraft liability), Automobile Liability, Workers' Compensation and Employers Liability, (if applicable Aircraft liability) insurance. This insurance shall be as broad and with the same limits as those required per Contractor requirements, excluding Umbrella Liability, contained in Section 1 above. APPLICABLE TO CONTRACTORS / SUBCONTRACTORS / SUB-SUB CONTRACTORS A. Primary and Non-contributory requirement - all insurance must be primary and non- contributory to any insurance or self-insurance carried by City. B. Acceptability of Insurers - Insurance is to be placed with insurers who have an A.M. Best rating of no less than A- and a Financial Size Category of no less than Class VII, and who are authorized as an admitted insurance company in the state of Wisconsin. C. Additional Insured Requirements - The following must be named as additional insureds on all Liability Policies for liability arising out of project work – City of Superior, and its officers, council members, agents, employees and authorized volunteers. On the Commercial General Liability Policy, the additional insured coverage must be ISO [20260616R 130] 2026 South Superior Storm Sewer Project 28 form CG 20 10 07 04 and also include Products - Completed Operations additional insured coverage per ISO form CG 20 37 07 04 or their equivalents for a minimum of 2 years after acceptance of work. This does not apply to Workers Compensation Policies. D. Deductibles and Self-Insured Retentions - Any deductible or self-insured retention must be declared to and approved by the City. E. Evidences of Insurance - Prior to execution of the agreement, the Contractor shall file with the City a certificate of insurance (Accord Form 25-S or equivalent) signed by the insurer's representative evidencing the coverage required by this agreement. In addition form CG 20 10 07 04 for ongoing work exposure and form CG 20 37 07 04 for products- completed operations exposure must also be provided or its equivalent. Such liability policies shall contain a provision or endorsement covering any contingent liability of the City of Superior. The City is to be shown as “additionally insured” and the project is to be listed on the certificate. The naming of said entities as Certificate Holders will not be acceptable. Certificates of worker's compensation and personal and public liabilities, along with the provision indemnifying the City of Superior must be submitted by the successful bidder. 12.3.5 INDEMNIFICATION Contractor hereby agrees to indemnify, defend and hold harmless the City its elected and appointed officials, officers, employees, agents, representatives and volunteers, and each of them, from and against any and all suits, actions, legal or administrative proceedings, claims, demands, damages, liabilities, interest, attorneys' fees, costs, and expenses of whatsoever kind or nature in any manner directly or indirectly caused, occasioned, or contributed to in whole or in part or claimed to be caused, occasioned, or contributed to in whole or in part, by reason of any act, omission, fault, or negligence, whether active or passive, of Contractor or of anyone acting under its direction or control or on its behalf, even if liability is also sought to be imposed on the City, its elected and appointed officials, officers, employees, agents, representatives and volunteers. The obligation to indemnify, defend and hold harmless the City, its elected and appointed officials, officers, employees, agents, representatives and volunteers, and each of them, shall be applicable unless liability results from the sole negligence of the City, its elected and appointed officials, officers, employees, agents, representatives and volunteers. Contractor shall reimburse the City, its elected and appointed officials, officers, employees, agent or authorized representatives or volunteers for any and all legal expenses and costs incurred by each of them in connection therewith or in enforcing the indemnity herein provided. In the event that Contractor employs other persons, firms, corporations or entities (subcontractor) or volunteers as part of the work covered by this Agreement, it shall be responsibility of the contractor to require and confirm that each sub-contractor enters into an Indemnity Agreement in favor of the City, its elected and appointed officials, officers, employees, agents, representatives and volunteers, which is identical to this Indemnity Agreement. [20260616R 131] 2026 South Superior Storm Sewer Project 29 This indemnity provision shall survive the termination or expiration of this Agreement. 12.4 PERFORMANCE AND PAYMENT BOND Contractor shall execute and furnish a completed PERFORMANCE AND PAYMENT BOND in the total amount of the approved bid, to be supplied to the Owner along with the required signed contract documents . AIA Document A312 ™ - 2010 is the preferred Performance and Payment Bond document. 12.5 LICENSES, PERMITS AND APPROVALS The Contractor warrants that he is properly licensed and possesses all the necessary qualifications as required by the federal, state and local laws, ordinances, regulations, etc. prior to commencing work, and shall remain in good standing for the duration of the project. The Contractor is responsible for all local, state and federal permits and approvals which may apply to this project. City of Superior Excavation Permit Application is attached for your convenience. The fees for local permits will be waived upon receipt of application of such permits and it is noted that the permit late fee of $750.00 per permit, will be the financial responsibility of contractor. Normal local inspections will be required, including final inspection of the project by the applicable local departments. The Contractor shall give all notices required by law and comply with all laws, statutes, ordinances, rules and regulations that affect the conduct and prosecution of the project. The Contractor shall be liable for all violation of the law in connection with work furnished by the Contractor. If Contractor performs any work that it knew or should have known to be contrary to such laws, statutes, ordinances, rules and regulations and without giving notice to the City, the Contractor shall be responsible for all costs arising therefrom. The City will consider no plea of misunderstanding or ignorance of these requirements. 12.6 OBSTRUCTION OF STREETS AND SIDEWALKS The Contractor shall promptly remove any dirt or debris which is caused by its performance of this contract and clean all streets, sidewalks, alleys and public property which are soiled by Contractor’s actions or omissions. If the Contractor shall, in any manner, obstruct a street or sidewalk or other public grounds, they shall erect, install, maintain and pay for barriers and lights to prevent accidents and shall be liable for damages caused by the obstruction and for any damage or disruption to streets, alleys or public grounds which may result from the Contractor’s carelessness in the prosecution of such work in accordance with Section 62.15 (11) of the Wisconsin Statutes. The Contractor shall also be bound by any further requirements of the specifications on this point. 12.7 PROSECUTION AND PROGRESS Prosecution and Progress shall be accomplished in accordance with WisDOT Standard Specifications 2026, Section 108, unless otherwise set forth in the Special Provisions. Upon receipt of "Notice to Proceed" from the Owner, work under this contract shall [20260616R 132] 2026 South Superior Storm Sewer Project 30 commence immediately and be completed within Forty (40) working days or by Friday October 30th, 2026, whichever is sooner. 12.8 COORDINATION OF CONTRACTORS The City may award or may contract for additional work outside the scope of this contract. The Contractor shall fully cooperate with any other Contractor, City employee, Engineer or designated representative of the City, by scheduling its own work with that to be performed under other Contracts as may be directed by the City. The Contractor shall not commit or permit any act which will interfere with the performance of any other Contractor, agent, City employee, engineer or designated representative as scheduled. Employees of the Contractor must be able to work within a public setting without creating a disruption and conform to all policies, rules and regulations. Contractors should require that their employees always be courteous, not to use loud or profane language, and to work as quietly as possible. Contractor should require that its employees should not trespass, loiter, cross property to adjoining premises, or tamper with property not covered by the contract. Contractor agrees to observe and obey all applicable laws, ordinances, rules and regulations promulgated and enforced by the City and by any other proper authority having jurisdiction over the work performed herein. Special Conditions Where special conditions or special purposes require the consideration of deviations from these specifications, any such deviations must be authorized by the Owner. 12.9 CHANGE ORDERS Any change to the signed contract must be approved by Owner, in writing, prior to t he commencement of the change (see C ONTRACT CHANGE ORDER, Section 15 ). All changes/amendments/addition/ deletions to the original contract must be described on the Contract Change Order form with necessary increase/decrease in contract price indicated. Change orders will need to include any invoices and supporting documents. These changes will include applicable project extension time requests. Form is to be numbered sequentially and is to be signed by the Contractor and approved by the Owner before proceeding to execute the work. Verbal directions, approvals, conversations or agreements are not permitted in lieu of a written Change Order. Any work conducted outside of the scope of the contract, or in addition to the contract and not authorized through a written Change Order is at the Contractor’s sole cost and expense. 12.10 TIME PENAL TIES Should the Contractor fail to complete the work within the time agreed upon under section 12.7 above, or within such extra time as may be allowed by extensions at the discretion of the Owner , there shall be deducted from any monies due or that may become due the [20260616R 133] 2026 South Superior Storm Sewer Project 31 Contractor, for each and every calendar day that the work shall remain uncompleted, a sum assessed as specified in WisDOT Standard Specifications 2026, 108.11 Liquidated Damages of the State of Wisconsin Department of Transportation (WisDOT), Standard Specifications for Highway and Structure Construction (including erosion control), 2026 Edition and current Supplemental Specifications, except that this sum shall be considered a penalty, a fixed and agreed- to-sum due the City from the Contractor by reason of inconvenience to the public, added cost of engineering and supervision, maintenance of detours and other items resulting from the Contractor’s failure to complete the work within the time specified in the contract. If the penalties exceed the balance of monies that would otherwise have been due the contractor, the Contractor or the Contractor’s Surety shall be responsible for payment of all such penalties to the Owner as liquidated damages. 12.11 GUARANTEE The Contractor shall assume responsibility for all defects which may develop in any part of the bid project caused by faulty workmanship, material or equipment and agrees to replace any such faulty workmanship, material and equipment, during the period of two (2) years from date of final acceptance of the work without cost to the Owner. Contractor shall coordinate any manufacture’s warrantees for the Owner during the two-year period, without any cost to the Owner. Acceptance of the plan shall not waive this guarantee. Final acceptance shall be determined as date of letter from Owner or Engineer approving final payment. Contractor is responsible for coordinating manufacturer warrantee replacements should problems arise in the guarantee period. Warrantee period shall begin upon cont ractor receipt of final payment, unless otherwise agreed upon in writing by the Owner. 12.12 AS-BUIL TS and WARRANTY DOCUMENTS – as applicable Within ten (10) days of substantial completion and prior to final payment by the Owner, the Contractor is to supply the Owner with project “ as-builts” and all product warranty information. As-builts must be submitted in CAD, GIS or adobe file format or other format agreed upon by Owner. 12.13 CONTROL OF THE WORK – as applicable Control of the work shall be accomplished in accordance with Wis DOT Standard Specifications 2026, Section 105 except as modified below: Construction staking and providing grade and line is the responsibility of the Contractor. Contractors shall use a Laser Beam to control and maintain line and grade of pipe. Grade boards, banjo strings, etc. will not be acceptable. The Contractor shall furnish the engineer a complete set of surveyor’s notes showing as-built flow lines. The Contractor shall, before proceeding to another phase of construction, have approval of the engineer. The phases shall be excavation, grade and line, laying of storm pipe, backfilling, surface replacement and site restoration, as applicable. [20260616R 134] 2026 South Superior Storm Sewer Project 32 MANY UTILITY OWNERS HAVE EXISTING FACILITIES NEAR OR AT THE LOCATION OF THE WORK REQUIRED UNDER THIS CONTRACT. The Contractor shall contact Diggers Hotline at 1-800-242-8511 to determine locations are safe and will make any adjustments recommended by the locator prior to performing any excavation operations under this contract. 12.14 SCOPE OF WORK The scope of work for this project shall be in accordance with Wis DOT Standard Specifications 2026, Section 104, unless otherwise set forth in the Special Provisions. The Contractor shall be responsible for the maintenance of traffic. The Contractor shall provide, erect and maintain all barricades. 12.15 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC The Contractor shall fulfill all legal relations and responsibilities to the public in accordance with WisDOT Standard Specifications 2026, Section 107 and as follows: The Contractor shall work in cooperation with utility companies in the protection of water and gas mains and other utilities that may be within the limits of construction. It shall be the duty of the Contractor to notify the utility company or companies involved before starting work on this project. All necessary work of adjusting any underground relocation will be performed by their owners, unless otherwise shown on the plans. The work to maintain and/or adjust these utilities shall be considered incidental to the project. The Superior Water, Light and Power Company will relocate any power poles or fire hydrants during construction operations, unless otherwise noted in the special provisions or if a cooperative agreement is established with Superior Water, Light and Power Company. The City of Superior has authority over all sanitary and storm sewers. The Superior Water, Light and Power Company will adjust all water shutoffs and gas shutoffs during construction. 12.16 SAFETY AND SECURITY The Contractor shall always perform in a safe and workmanlike manner to avoid injury or damage to any person or property. The Contractor shall comply with all requirements and specifications relating to the safety, health and sanitation measures applicable to the project. The Contractor shall exercise all necessary precautions for the safety of its employees, and be in compliance with all applicable federal, state and local laws, statutes, ordinances, rules and regulations, including, but not limited to, the Wisconsin Labor Code, The U.S. Department of Transportation Omnibus Transportation Employee Testing Act, and OSHA standards. The contractor shall provide all necessary safeguards, devices and protective equipment, [20260616R 135] 2026 South Superior Storm Sewer Project 33 including but not limited to adequate life protection and life saving equipment, and shall ensure the proper inspection and maintenance of safety measures are current and in compliance. The City may halt construction on any project where appropriate safety measures and equipment are not being used, or any safety regulations are not being followed. Work will not be permitted to resume until required safety provisions have been made and delays because of this provision will not be considered a basis for an increase in the contract price or an extension of the completion deadline. 12.17 PRE-CONSTRUCTION CONFERENCE A preconstruction conference will be scheduled by the Owner or the Engineer prior to work commencing. 12.18 PROJECT DOCUMENT SUBMISSIONS As a condition of final payment, the following documents must be submitted and accepted by the City: a. Lien waivers – final unconditional lien waives from each sub-contractor and/or supplier must be submitted to the City. b. As-builts & product warranties – as noted in Section 12.12, these documents must be submitted to City. c. Retainage – Contractor’s final invoice is to indicate the balance of work completed and/or the total amount of retainage due the Contractor. d. Local inspections – final inspection reports must be submitted to the City. e. Project completion documentation – written documentation from the project engineer confirming the completion of the project. [20260616R 136] 2026 South Superior Storm Sewer Project 34 2026 South Superior Storm Sewer Project Special Provisions 13.1 General ...................................................................................................................36 13.1.1 Scope of Work .......................................................................................................36 13.2 Project Completion ................................................................................................36 13.3 Special/Technical Specifications ...........................................................................37 13.3.1 Traffic ....................................................................................................................38 13.3.2 Public Convenience and Safety .............................................................................38 13.3.3 Holiday Work Restrictions ....................................................................................38 13.3.4 Traffic Detours/Haul Routes ..................................................................................39 13.3.5 Utilities ...................................................................................................................39 13.3.6 Acceptance of Sanitary Sewer Construction ..........................................................41 13.3.7 Sanitary Sewer Construction Requirements ..........................................................42 13.3.8 Coordination ..........................................................................................................43 13.3.9 Coordination with Businesses ................................................................................44 13.3.10 Submittals and Project Closeout ............................................................................44 13.3.11 Disposal of Waste Materials ..................................................................................45 13.3.12 Hydroseeding .........................................................................................................45 13.3.13 Protection of Concrete ...........................................................................................45 13.3.14 Sanitary Sewer Pipe ...............................................................................................46 13.3.15 Catch Basins and Manholes ...................................................................................52 13.3.16 Removing Concrete Sidewalk, Item 204.0155 ......................................................53 13.3.17 Sealing Pipes, Item 204.0280 .................................................................................53 13.3.18 Excavation Common (Plan), Item 205.0100 ..........................................................53 13.3.19 Base Aggregate Dense 1-1/4 Inch (Plan), Item 305.0125 .....................................53 13.3.20 Select Crushed Material (Plan), Item 312.0115 .....................................................53 13.3.21 Asphaltic Surface, Item 465.0105 ..........................................................................54 13.3.22 Concrete Curb and Gutter 30-Inch Type D, Item 601.0110 ..................................54 13.3.23 Geotextile Fabric Type SAS (Plan), Item 645.0140 ..............................................54 13.3.24 Connect to Existing Sewer (Main), Item SPV.0060.11 .........................................55 13.3.25 Manhole Castings, Item SPV.0060.12 ...................................................................55 Storm Sewer Inlet Covers, Item SPV.0060.13 ......................................................55 13.3.26 Sanitary Sewer Manhole, 48-Inch Diameter, Item SPV.0060.14 ..........................56 13.3.27 Adjust Sanitary Manhole Covers, Item SPV.0060.15 ...........................................59 13.3.28 Connect to Existing Storm Manhole, Item SPV.0060.16 ......................................60 13.3.29 Storm Sewer Pipe, 8-Inch PVC SDR 35, Item SPV.0090.11 ................................61 Storm Sewer Pipe, 10-Inch HDPE (Dual Wall) Item SPV.0090.12 ......................61 13.3.30 Sewer Field Quality Control – Televising, Item SPV.0090.13..............................65 13.3.31 Cured-In-Place Pipe Lining (CIPP), 8-Inch, Item SPV.0090.14 ...........................66 Cured-In-Place Pipe Lining (CIPP), 12-Inch, Item SPV.0090.15 .........................66 13.3.32 Construction Staking, Item SPV.0105.01 ..............................................................77 13.3.33 Site Restoration, Item SPV.0105.02 ......................................................................78 13.3.34 Service Pipe Location Verification, Item SPV.0060.04 ........................................78 13.3.35 Water Service Ground, Item SPV.0060.06 ............................................................80 13.3.36 Connect to Existing Curb Stop, Item SPV.0060.08 ...............................................81 13.3.37 Connect to Existing Indoor Plumbing, Item SPV.0060.09 ....................................83 13.3.38 HDPE Water Service Pipe X-Inch, Item SPV.0090.07-09 ....................................84 [20260616R 137] 2026 South Superior Storm Sewer Project 35 13.3.39 Remove & Replace Concrete Sidewalk 4-Inch, Item SPV.0165.01-02 ................86 13.3.40 Turf Establishment - Hydroseeding, Item SPV.0180.07 .......................................88 [20260616R 138] 2026 South Superior Storm Sewer Project 36 13.1 General Perform the work under this construction contract for the 2026 South Superior Storm Sewer Project, City of Superior, Douglas County, Wisconsin as the plans show and execute the work as specified in the State of Wiscons in, Department of Transportation, Standard Specifications for Highway and Structure Construction, Current Edition (2026), as published by the department, and these special provisions. In case of conflict, the first listed standard shall take precedence. 1. Comply with all applicable Sections of “Standard Specifications for Sewer & Water Construction in Wisconsin, Sixth Edition with Addendum No.1 and No.2”. Requests for copies of the “Standard Specifications ” should be forwarded to: Public Works Industry Improvement Program, 2835 North Mayfair Road, Milwaukee, Wisconsin 53222 or requested by telephone at (414) 778-1050. 2. Comply with all applicable Sections of “State of Wisconsin, Department of Transportation (WI DOT), Standard Specifications for Highway and Structure Construction, Current Edition. 3. Comply with all applicable Sections of Wisconsin Administrative Code. 4. Comply with all applicable Sections of City of Superior Administrative Code. If all or a portion of the plans and special provisions are developed in the SI metric system and the schedule of prices is developed in the US standard measure system, the City of Superior will pay for the work as bid in the US standard system. 13.1.1 Scope of Work The work under this contr act shall consist of re moving existing combined sanitary/storm sewer pipes and structur es, installation of new separate storm infrastructure and full road reconstruction. Th is contract includes project sites at two separate locations and incl udes installation of approximately 434 LF of 12-inch and 870 LF of 15-inch storm sewer, connections to existing storm sewers, eight precast storm sewer structures, one precast sanita ry sewer manhole, full alley and roadway reconstruction, three lead wate r service line replacements, site restoration; and all incidental items necessary to complete th e work as shown on the plans and included in the proposal and contract. Also included is an alternate option of cured-in-place- pipe (CIPP) lining of 149 LF of 8-inch VCP and 192 LF of VCP sanitary sewer pipe. Award of the alternate is at the discretion of the City of Superior ESD. 13.2 Project Completion Contractor shall provide a construction timel ine of the project to the Owner in writing within ten (10) days after executing the contr act. Assure that the time frame is consistent with the allowable contract working days as specified on the bid form. [20260616R 139] 2026 South Superior Storm Sewer Project 37 Requests for changes to the timeline must be submitted in writing to the Owner as soon as circumstances are known; the Owner will approve or deny the request based on the conditions cited in the request and its effect on the City’s schedule. Penalties shall be assessed for charged worki ng days in excess of the number of working days specified on the bid form in accordance with the provisions of WI DOT reference. In addition to this amount, for each charged working day in excess of the number of working days specified on the bid form, four hundred do llars ($400) per day sh all be paid by the Contractor to provide compensation to the City of Superior for cost s associated with the expanded inspection effort. The Contractor shall contact and coordinate the access needs of property owners. Contact property owners in regard to the elimination of vehicular access for more than twelve (12) consecutive hours, allowing the property owner at least twenty-four (24) hours in advance of such access closure. Commercial access restrictions shall be coordinated seven (7) days in advance. 13.3 Special/Technical Specifications Table of Contents 13.1.1 Scope of Work .......................................................................................................36 13.3.1 Traffic ....................................................................................................................38 13.3.2 Public Convenience and Safety .............................................................................38 13.3.3 Holiday Work Restrictions ....................................................................................38 13.3.4 Traffic Detours/Haul Routes ..................................................................................39 13.3.5 Utilities ...................................................................................................................39 13.3.6 Acceptance of Sanitary Sewer Construction ..........................................................41 13.3.7 Sanitary Sewer Construction Requirements ..........................................................42 13.3.8 Coordination ..........................................................................................................43 13.3.9 Coordination with Businesses ................................................................................44 13.3.10 Submittals and Project Closeout ............................................................................44 13.3.11 Disposal of Waste Materials ..................................................................................45 13.3.12 Hydroseeding .........................................................................................................45 13.3.13 Protection of Concrete ...........................................................................................45 13.3.14 Sanitary Sewer Pipe ...............................................................................................46 13.3.15 Catch Basins and Manholes ...................................................................................52 13.3.16 Removing Concrete Sidewalk, Item 204.0155 ......................................................53 13.3.17 Sealing Pipes, Item 204.0280 .................................................................................53 13.3.18 Excavation Common (Plan), Item 205.0100 ..........................................................53 13.3.19 Base Aggregate Dense 1-1/4 Inch (Plan), Item 305.0125 .....................................53 13.3.20 Select Crushed Material (Plan), Item 312.0115 .....................................................53 13.3.21 Asphaltic Surface, Item 465.0105 ..........................................................................54 13.3.22 Concrete Curb and Gutter 30-Inch Type D, Item 601.0110 ..................................54 13.3.23 Geotextile Fabric Type SAS (Plan), Item 645.0140 ..............................................54 13.3.24 Connect to Existing Sewer (Main), Item SPV.0060.11 .........................................55 13.3.25 Manhole Castings, Item SPV.0060.12 ...................................................................55 Storm Sewer Inlet Covers, Item SPV.0060.13 ......................................................55 [20260616R 140] 2026 South Superior Storm Sewer Project 38 13.3.26 Sanitary Sewer Manhole, 48-Inch Diameter, Item SPV.0060.14 ..........................56 13.3.27 Adjust Sanitary Manhole Covers, Item SPV.0060.15 ...........................................59 13.3.28 Connect to Existing Storm Manhole, Item SPV.0060.16 ......................................60 13.3.29 Storm Sewer Pipe, 8-Inch PVC SDR 35, Item SPV.0090.11 ................................61 Storm Sewer Pipe, 10-Inch HDPE (Dual Wall) Item SPV.0090.12 ......................61 13.3.30 Sewer Field Quality Control – Televising, Item SPV.0090.13..............................65 13.3.31 Cured-In-Place Pipe Lining (CIPP), 8-Inch, Item SPV.0090.14 ...........................66 Cured-In-Place Pipe Lining (CIPP), 12-Inch, Item SPV.0090.15 .........................66 13.3.32 Construction Staking, Item SPV.0105.01 ..............................................................77 13.3.33 Site Restoration, Item SPV.0105.02 ......................................................................78 13.3.34 Service Pipe Location Verification, Item SPV.0060.04 ........................................78 13.3.35 Water Service Ground, Item SPV.0060.06 ............................................................80 13.3.36 Connect to Existing Curb Stop, Item SPV.0060.08 ...............................................81 13.3.37 Connect to Existing Indoor Plumbing, Item SPV.0060.09 ....................................83 13.3.38 HDPE Water Service Pipe X-Inch, Item SPV.0090.07-09 ....................................84 13.3.39 Remove & Replace Concrete Sidewalk 4-Inch, Item SPV.0165.01-02 ................86 13.3.40 Turf Establishment - Hydroseeding, Item SPV.0180.07 .......................................88 13.3.1 Traffic Hughitt Avenue, N 57 th Street, Hammond Avenue, Cent ral Avenue, and Weeks Avenue will be closed as needed to through traffic during construction operations. Submit traffic control plan to the City for approval. Perform work in such a manner to ensure pe destrian access to ad jacent residences and businesses at all times. Use Drums and/or barricades to protect hazar ds in the work zone - such as exposed manholes, inlets, or drop-offs - for pedestrian s and vehicles. This shall be considered incidental to the item Traffic Control, Item 643.5000, EACH. 13.3.2 Public Convenience and Safety Revise Subsection 107.8(6) of the Standard Specifications as follows: Check for and comply with local ordina nces governing the hours of operation of construction equipment. Do not operate moto rized construction equipment from 8:00 PM until the following 6:00 AM, unless prior written approval is obtained from the Owner. 13.3.3 Holiday Work Restrictions Do not perform work on, nor haul materials of any kind along or across any portion of the City streets carrying tr affic, and entirely clear the trav eled way and shoulders of such portions of the streets of equi pment, barricades, signs, lights, and any other material that might impede the free flow of traffic during the following holiday periods: Memorial Day: From noon on Friday before to 6:00 AM on Tuesday after; [20260616R 141] 2026 South Superior Storm Sewer Project 39 Independence Day: From noon on day prior to 6:00 AM the following non-weekend day; Labor Day: From noon on Friday befo re to 6:00 AM on Tuesday after. 13.3.4 Traffic Detours/Haul Routes The preferred haul route and traffic detour for this project are: Area 1: North 58th Street and Tower Avenue Area 2: Central Avenue and Tower Avenue Any damage done to the detour route will be repaired at no cost to the City. 13.3.5 Utilities This contract does not come under the provision of Administrative Rule Trans 220. Electric: Superior Water Light and Power (SWL&P) Area 1 – Hughitt Avenue and N 57th Street: SWL&P has underground electric in the “T” alley intersecti on within the project area. SWL&P does not anticipate that any lines wi ll require relocation or adjustment, but requests to be on-site during excavation within ten (10) feet of their lines. This is a potential for conflict as there will be excavation work done in this area. SWL&P has aerial lines within the project limits. SWL&P does not anticipate that any lines will require relocation or adjustment, but requests to be on-site during excavation within ten (10) feet of their lines. Area 2 – Central Avenue and Weeks Avenue: SWL&P has aerial lines within the project limits. SWL&P does not anticipate that any lines will require relocation or adjustment, but requests to be on-site during excavation within ten (10) feet of their lines. No other conflicts are anti cipated, some poles may requi re stabilization during construction. Notify SWL&P 48 hours prior to construction within 10 feet of their lines and SWL&P will provide support measures . SWL&P requests to be on-site during excavation within 10 feet of their lines. Gas: Superior Water Light and Power (SWL&P) Area 1 – Hughitt Avenue and N 57th Street: SWL&P has a 2-inch, high pressure gas main within the Hughitt Avenue ROW. This gas main crosses the proposed storm sewer installation at the Hughitt/Alley intersection between N 57 th and N 58 th Street. SWL&P requests that th e contractor spot the gas main by hand digging or pot holing before excavation in this area. Area 2 – Central Avenue and Weeks Avenue: SWL&P has a 2-inch high pressure gas main within the Central Avenue ROW, a 1.5-inch gas main within the Weeks Avenue ROW, a nd a 1.5-inch gas main within the Lamborn [20260616R 142] 2026 South Superior Storm Sewer Project 40 Avenue ROW. These will be a potential conf lict as there will be excavation work done within these areas. SWL&P requests that the contractor spot the gas mains by hand digging or pot holing before excavation in these areas. SWL&P does not anticipate that any lines wi ll require relocation or adjustment, but requests to be on-site during excavation within ten (10) feet of their lines. Telephone/Fiber: Norvado Norvado has underground telephone/fiber line located within the Hammond Avenue ROW. New storm sewer will be installed crossing this underground line. Norvado does not anticipate that any lines will require relocation or adjustment. This is a potential for conflict as there will be excavation work done in this area. No other conflicts are anticipated; some poles may require stabilization during construction. Cable TV Charter Communications Charter Communications has aerial cable television lines within both project areas. Charter Communications does not anticipate that any lines will require relocation or adjustment, but requests to be on-site during excavation within ten (10) feet of their lines. Water: Superior Water Light and Power (SWL&P) Area 1 – Hughitt Avenue and N 57th Street: SWL&P has a water line located within the Hughitt Avenue ROW and within the Hammond Avenue ROW. SWL&P does not anticipate that any lines will require relocation or adjustment, but requests to be on-site dur ing excavation within ten (10) feet of their lines. This is a potential for conflict as there will be excavation work done in this area. See plans for information regarding lead service line replacements at address: 5719 Hughitt Avenue Area 2 – Central Avenue and Weeks Avenue: SWL&P has a water line located within the Central Avenue ROW and within the Weeks Avenue ROW. SWL&P does not anticipate th at any lines will require relocation or adjustment, but requests to be on-site during excavation within ten (10) feet of their lines. This is a potential for conflict as there will be excavation work done in this area. See plans for information regarding lead service line replacements at addresses: 1010 Central Avenue 1023 Central Avenue [20260616R 143] 2026 South Superior Storm Sewer Project 41 Contact all property owners seventy-two (72) hours and again twenty -four (24) hours in advance of an interruption in water service. Water service may not be interrupted for a period exceeding two (2) hours unless prior approval is obtained from the property owner. Only SWL&P personnel will operate live wate r main valves. Give twenty-four (24) hour notice to SWL&P when requesting valve operation. Sanitary/Storm Sewer: Area 1 – Hughitt Avenue and N 57th Street: The City of Superior has sanitary sewer with in the project limits and as indicated in the project plans. This includes 8-inch, 10-inch, and 12-inch VCP sanitary sewer within the project alley limits, and 24-in ch VCP and a 26x39-inch brick sanitary sewers within the Hughitt Avenue ROW. Cured in place lining (CIPP) will be installed within the alley as part of the project as included in the bid alternate if awarded. Combined storm/sanitary sewer inlets and pipes will be removed and separated as part of this project. Storm sewer will be installed as part of the project and will tie into the existing storm sewer within the Hughitt Avenue and N 57 th Street intersection as indicated in the plans. Area 2 – Central Avenue and Weeks Avenue: The City of Superior has sanitary sewer with in the project limits and as indicated in the project plans. This includes 21-inch RCP sanitary sewer within the Lamborn Avenue ROW that crosses the proposed storm sewer installation. Combined storm/sanitary sewer inlets and pipes will be removed and separated as part of this project. Storm sewer will be installed as part of the project and will tie into the existing storm sewer at the Central Avenue and Lamborn Avenue intersection as indicated in the plans. Coordinate all utility tie-ins (sanitary and storm sewer) with the City’s Environmental Services Division of Public Works. Coordinate all service connections to existing service with individual property owners, or their plumbers. 13.3.6 Acceptance of Sanitary Sewer Construction City of Superior personnel, or its representative, will inspect construction of sanitary sewer and storm sewer under this cont ract. Final acceptance of th e sanitary sewer construction will be by the City of Superior Environmental Services Division of Public Works. [20260616R 144] 2026 South Superior Storm Sewer Project 42 13.3.7 Sanitary Sewer Construction Requirements This contract includes construction of sanitary sewer. All sanitary sewer construction shall be in accordance with Standard Specifications for Sewer and Water Construction in Wisconsin, Sixth Edition, December 22, 2003, as amended by Addenda 1 and 2; hereinafter referred to as Wisconsin Water and Sewer Specifications . Modifications or clarifications made within this specification supersede the Wisconsin Water and Sewer Specifications. Separation distances between water mains and sanitary or storm sewer shall comply with Wisconsin Administrative Code s. NR 811.74. The lateral separation distance between water main and sanitary or storm sewer shall be a minimum of eight (8) feet. Water mains crossing beneath sanitary or storm sewer shall be laid to provide a minimum separation of eighteen (18) inches between the top of the water main and the bottom of the sewer. When water mains pass above a sanitary or storm sewer a minimum separatio n of six (6) inches shall be provided. Service Laterals The location and size of existing sanitary se wer as shown on the pl ans are approximate. Actual locations and size may vary from what is shown. Where abandoned sanitary sewer is encountered, the Contractor shall notify th e City of Superior Environmental Services Division of Public Works. When connecting to existing sanitary sewer or sanitary services, give the City of Superior Environmental Services Division of Public Works a minimum twenty-four (24) hour notice prior to temporarily suspendi ng sewer service. Obtain approval from the Owner prior to taking the sewer out of service. Disrupt service during the time of day when the least inconvenience shall be caused to the owner and kept to a minimum amount of time. Submittals Submit Shop Drawings in triplicate for a. Each manhole. b. All proposed classes and sizes of pipe c. Endwalls (Apron Endwalls or Flare Sections) d. Inlets or catch basins e. Increasers f. Reducers g. Bends h. Wyes or Tees i. Castings Submit Certificates of Compliance from manu facturers certifying that materials meet reference specifications: ANSI/AWWA: a. C104/A21.4 - Standard for Cement - Mortar Lining for Ductile Iron Pipe and Fittings b. A21.11 - Standard for Rubber - Gasket Join ts for Ductile Iron Pressure Pipe and Fittings c. C151/A21.51 - Standard for Ductile Iron Pipe Centrifugally Cast [20260616R 145] 2026 South Superior Storm Sewer Project 43 d. C153/A21.53 - Standard for Ductile Iron Compact Fittings, 3-inch through 16-inch e. C906 - Standard for HDPE Pipe ASTM: a. A48 - Specification for Gray Iron Castings b. A74 - Specification for Cast Iron Soil Pipe and Fittings c. C76 - Specification for Reinforced Concrete Pipe d. C361 - Specification for Reinforced Concrete Low Head Pressure Pipe e. C425 - Specification for Compression Joints for VCP and Fittings f. C478 - Specification for Precast Reinforced Concrete Manhole g. C564 - Specification for Rubber Gaskets for Cast Iron Soil Pipe and Fittings h. D2321 - Recommended Practice for Installatio n of Flexible Ther mo-plastic Sewer Pipe i. D3034 - Specification for PVC Sewer Pipe and Fittings j. D3261 - Specification for Butt Fusion Polyethylene Plastic Fitting for PE Plastic Pipe k. F477 - Elastomeric Seals for Joining Plastic Pipe l. F714 - Specification for Polyethylene Plastic Pipe Based on Outside Diameter Service Connections Submit record of service connections weekly to Owner. Record the locati on, size, length, and number of bends on services on a record drawing. Measure sanitary services locations from the closest downstream manhole. 13.3.8 Coordination The Contractor shall be responsible for the coordination of the contract and scheduling with the utility companies, City of Superior personnel, and emergency services. The Contractor shall coordinate all utility tie-ins (sanitary sewer and storm sewer) with the City’s Environmental Services Division of Public Works or its representative. The Contractor shall be responsible for coordinating all service connections to existing service with individual property owners, or their plumbers. The Contractor shall be responsible for cont acting and coordinating utility activities. All property owners shall be contacted seventy- two (72) hours and again twenty-four (24) hours in advance of an interruption in utility service. Sanitary sewer and water service may not be interrupted for a period exceeding tw o (2) hours unless prior approval is obtained from the property owner. Only SWL&P personnel shall operate live watermain valves. The Contractor shall give twenty-four (24) hour notice to SWL&P when requesting valve operation. The Contractor shall be responsible for contacting and coordinating access needs of property owners. The Contractor shall contact property owner in regard to the elimination of vehicular access for more than twelve (12) consecutive hours. The property owner shall be contacted at least twenty-four (24) hours in advance of such access closure. [20260616R 146] 2026 South Superior Storm Sewer Project 44 Prior to the preconstruction conference, the Contractor shall subm it a written plan for providing and maintaining contract supervision through the life of the contract. This plan shall include names and phone numbers of the individuals responsible for the work as well as after-hours or emergency contacts. 13.3.9 Coordination with Businesses The City will hold an informational meeting prio r to the start of construction for affected businesses and residents. The Contractor will arrange and conduct a bi-weekly onsite meeting between the Contractor, the City of Superior, local officials and business people to discuss the project schedul e of operations including vehi cular and pedestrian access during construction operations. Hold the first meeting prior to the start of work under this contract and hold a minimum of two (2) meetings per month thereafter. 13.3.10 Submittals and Project Closeout Provide submittals as detailed in the WI DOT Standard Specifications and these Special Provisions. Bi-weekly Progress Reports shall be submitted by the Contractor to the Owner. The reports shall indicate the Contractor's estimate of the quantity of Work completed. Each Application for Payment shall incl ude the following: Application Number, Contractor & Address, Project Title, Project Code, Current Contra ct Total, Attached Progress Reports, Sum of Previous Paymen ts, Estimate of Current Payment Due, Retainage, Contract Balance Remaining, and Si gnature of Contractor. A section shall be reserved for the Owner which shall include blanks for Amount Certified, Signature, and Date. The Owner shall determine the quantity of Work completed and shall not be bound by the Contractor's Estimate for the quantity of Work completed. Project Closeout shall not occur until all cove nants of the Contract Documents have been satisfied and a Final Inspection satisfies th e Owner that all Work has been acceptably completed. The Contractor shall notify the Owner, in writing, that the Work has been completed and all cleanup has been performed. After notification, the Owner shall inspect the project for conformance with the Contract Documents. The Owner will make an inspection of the Wo rk included in the Contract as soon as practicable after receipt of the Notification for Final Inspection from the Contractor. Should the Final Inspection disclose any Work, in whole or in part, as being unsatisfactory, the Owner shall issue a Punch List of unsatis factory Work to the Contractor. When the Final Inspection does not disclose any Work, in whole or in part, as being unsatisfactory, the Owner shall provide written notice to the Contractor to that effect and the Contractor may submit an Application for Final Payment. A Punch List of unsatisfactory work discovered by the Owner during Final Inspection shall be provided to the Contractor. All unsatisfactory Work on a Punch List shall be replaced [20260616R 147] 2026 South Superior Storm Sewer Project 45 or otherwise corrected by, and at the expense of, the Contractor to the satisfaction of the Owner. A Punch List, or lack thereof, shall in no way limit the Contractor's obligation to correct deficiencies that develop or are discovered prior to Final Acceptance or during the warranty period. An Application for Final Payment shall meet all requirements set forth for a standard Application for Payment. Where the application number is indicated, it shall also include the statement “APPLICATION FOR FINAL PAYMENT”. A checklist shall be submitted with the application. The checklist shall indicate the status of all submittals (including all lien wavers and testing reports) as “Previously Submitted”, “Included”, etc., shall be submitted with the Application for Final Payment. The Owner shall prepare a Recommendation for Final Acceptance to the Director of Public Works as soon as practicable after receipt of the Applica tion for Final Payment from the Contractor, conditioned that al l covenants of the agreement have been met. Should the Owner determine that not all covenants of the agreement have been met, he shall provide a written notice to the Contractor to that effect. 13.3.11 Disposal of Waste Materials The City of Superior has the City Municipa l Services Building site at 2301 Hill Avenue where asphaltic and concrete (without reba r) materials may be di sposed of by the Contractor at no cost. For materials submitted to the City at this location, concrete and asphalt must be clean and free of contamination and both must be separated and placed in different piles. Advanced notice of one day must be given; other arrangements may be made in advanced with the City’s Municipal Service Building at (715) 394-0244. Materials will be accepted at the City’s sole discretion; any loads not accepted shall be disposed by the Contractor at his sole cost and expense in accordance with all applicable laws and regulations. The City may also have sites available for disposal of common excavation depending on volume and material type. All sites to be used for the disposal of earthen materials must be reviewed by the City and approved prior to the placement of the material. 13.3.12 Hydroseeding Complete work in accordance with the requirements WI DNR Technical Standard 1059. Seed Mixture shall be No. 40 as referenced in Section 630 of the WI DOT Standard Specifications. Seed shall be sown using hydroseed methods. 13.3.13 Protection of Concrete Subsection 415.3.14 of the Standard Specifications is supplemented as follows: Provide for a minimum of one (1) concrete finisher to remain on the project site after final finishing of all concrete surfaces until such time as the concrete has hardened sufficiently to resist surface scarring caused by footprints , handprints, or any other type of imprint, malicious or otherwise. The finisher will actively and continuously patrol on foot the newly [20260616R 148] 2026 South Superior Storm Sewer Project 46 placed concrete and repair any damage to the surface that might be sustained as described above. The cost for providing the finisher(s), the necessary equipment, and materials will be construed to be included in the contract unit price for each concrete item. 13.3.14 Sanitary Sewer Pipe A Description This special provision describes furnishing and installing new sanitary sewer pipe as located on the plans and hereinafter provided. B Materials Pipes shall conform to the following: Description Class or Type Sp ecification Joint PVC Sewer Pipe (6-inch to 15-inch) SDR 35 ASTM D3034 Elastomeric Gasket PVC Sewer Pipe (18-inch to 27-inch) Pipe Stiffness 46 ASTM F6 79 Elastomeric Gasket RCP Sewer Pipe (12-inch to 120-inch) Class III AS TM C76 Rubber Gasket Provide pipe and fittings of each material type from same manufacturer. C Construction C.1 Handling and Delivery of Materials During the unloading process, inspect all pipe and accessories. Notify the Owner of all material found cracked, flawed, or otherwise defective. Each length of pipe and fitting used in a sanitary sewer shall be stamped or inde libly marked with the manufacturer's name or mark. The substitution of any other type of pipe, or monolithic section, may only be used with the approval of the City of Superior. The Owner will inspect the material and have the right to reject any materials found unsatisfactory. Promptly remove all rejected material from the job site. C.2 Maintaining Sewer System Maintain flow in sanitary sewers on continuous basis while construction is underway. Plug sewers with inflatable plug. Provide pum ps, portable generators , hoses, and related items appurtenant to the Work. Sewer se rvice lines to individual users may be disconnected for a period not to exceed two (2) hours without prior approval. C.3 Preparation Line and Grade: Provide means for accurate ly transferring line and grade from ground surface stakes to working point in trench. Lay all pipes to the lines and grades shown on the plans. Set pipe grades with a pipe laser. No batter boards are to be used in setting sewer pipe grades. All sewers shall be designed and constructed to give average velocities of not less than two (2) feet per second. Minimum design slopes shall be as shown below. [20260616R 149] 2026 South Superior Storm Sewer Project 47 Sewer Size Minimum 8” 0.45 10” 0.32 12” 0.25 15” 0.17 18” 0.14 21” 0.11 24” 0.09 Water Stops: Provide in manholes as required to prevent infiltration into system. C.4 Pipe Installation Comply with ASTM D2321 for PVC installation with Class IB embedment. All work under this bid item is done by open trench excavation. Inspect pipe for defects and cracks while suspended before lowering into trench. Place pipe bell at upstream end of pipe length. Install pipe from lower to higher invert elevation. Pipes shall be fitted together and matched so when laid they shall form a sewer with a smooth and uniform invert. Connections to existing sanitary sewer main shall be concrete collar as shown in the detail drawings. If the diameter of the sewer pipe is equal to or less than twelve (12) inches, the connection to existing sanitary sewer may be made using fully stainless steel shielded rubber underground sewer coupling with rubber conforming to ASTM C 425, ASTM C 1173 and 316 series stainless steel clamps with nut and bolt or worm drive take-up. If the existing sanitary sewer service pipe is less than six (6) inches in diameter, a reducer and pipe of a diameter matching the existing service shall be installed downstream of the connection to the existing serv ice pipe. The connection to the existing sanitary sewer service shall be rubber underground sewer coupling with rubber conforming to ASTM C 425, ASTM C 1173 and 316 series stainless steel clamps with nut and bolt or worm drive take-up. Place plug in end of incomplete piping at en d of day and when work stops. Provide watertight plugs at future connection plugs. Wh en water is present in trench, seals are to remain in-place while trench is pumped complete ly dry. No pipe shall be laid in water or when the trench conditions are unsuitable for such work, except by permission of the Owner. Sewers on slopes of 20% or greater shall be an chored securely with concrete anchors or equivalent (See NR 110-13 Section 2(g)). C.5 Pipe Foundation and Backfill [20260616R 150] 2026 South Superior Storm Sewer Project 48 Backfill immediately all trenches and excavations after the se wers have been constructed therein. Use native material to backfill, except that all such material placed from four (4) inches below to at least six (6) inches above the pipe shall be ¾-inch dense graded base as specified in Section 305 of the Standard Specification. Field mixing of backfill material is not allowed. All pipes shall be laid with ends abutting and true to line and grade. Grade variation of 0.01 feet or more shall require replacement of pipe at the proper grade. Pipe, which has in any way been disturbed or does not conform to said line and grade before final acceptance, shall be removed and relaid by the Contractor at the Contractor’s expense. When the sewer trench is soft, muddy, or wet and will not dry out, it shall be excavated to an elevation of at least six (6) inches below the elevation established for the bottom of the pipe. This depth shall be backfilled with Grade 1 granular backfill as modified in Subsection 209.2 of the Standard Specifications for bedding under culvert pipes or with Size No. 1 Coarse Aggregate for concrete as specified in Subsection 501.2.5.4 of the Standard Specifications and thoroughly compacted. This material shall also be placed under and around the pipe for at least the lower one-sixth (1/6) of the outside vertical diameter of the pipe. This material shall be thoroughly compacted in layers not exceeding six (6) inches provided above. Installation shall conform to ASTM D2321. Compact haunching area to specified density required by ASTM D2321. Trench excavation shall be in accordance with Section 607 of the Standard Specifications. Trench excavation shall be dug to the alignment and depth shown on the plans and only one hundred (100) feet in advance of the pipe laying. Trench water shall be drained from the trench into natural drainage channels or storm sewers. Draining trench water into sanitary sewers or combined sewers is not permitted. Excavated material shall be piled in a manner that shall not endanger the work and that will avoid obstructing sidewalks and driveways. The maximum clear width of the trench at the top of the pipe shall not be more than two (2) feet greater than the outside diameter of the pipe. If the trench is excavated to a greater width, the Owner may direct the Contractor to provide a higher class of bedding, a higher strength pipe or both, than that required by the contract, without additional compensation therefore, as the Owner deem s necessary to satisfy the design requirements. Ledge rock, boulders, and large stones shall be removed to provide a clearance of at least eight (8) inches below outside barrel of the pipe or fittings, and to a clear width of twelve (12) inches on each side of the pipes. Adequate clearance for properly jointing pipe laid in rock trenches shall be provided at bell holes. [20260616R 151] 2026 South Superior Storm Sewer Project 49 Backfill material at pipe zone shall be fre e from rock, boulders, or other unsuitable substances and shall be deposited into the trench simultaneously on both sides of the pipe for the full width of the trench in six (6) inch es lifts thoroughly compacted to a minimum elevation of twelve (12) inches above the top of the pipe. Compaction shall be accomplished by mechanical tamping. Succeeding layers of backfill above pipe zone may contain coarser material and shall be free from pieces of rock, concrete, clay lumps, roots, stumps, rubbish, frozen materials and other similar articles that shall cause excessive settlement. This type of backfill shall be placed in uniform twelve (12) inch lifts and each lift shall be compacted by mechanical means to a Standard Proctor Density of ninety-five (95) percent under the upper three (3) feet of the trench and to a Standard Proctor Density of one hundred (100) percent for the upper three (3) feet of the trench. All compaction and compliance testing is considered incidental. Backfilling shall not take pl ace at any time unl ess approved compaction equipment is available at the site. Backfill in trenches on streets shall be placed to an elevation that shall permit the placement of base material and surfacing the material. C.6 Field Quality Control Trench Backfill Compaction Contractor shall provide compaction testing to meet requirements as shown in Section 13.3.14-C.5 as follows: 1. One field density test for each 100 cubic yards, bedding material and cover material, minimum one each lift 2. Trench Backfill Material – Depth of Cover Less than 14 feet: Take three tests every 100 feet of trench. Test when trench has been backfilled halfway, when trench is 3 feet below finished grade and when trench has been completely backfilled. 3. Trench Backfill Material – Depth of Cover Equal to or Greater than 14 feet: Take four tests every 100 feet of trench. Test when trench 1/3 and 2/3 backfilled, when trench is at 3 feet below finished grade and when completely backfilled. 4. Recompact and retest areas of backfill tested that did not meet minimum requirements. Infiltration Tests Infiltration tests are performed on sewer pipe twenty-seven (27) inches in diameter or larger. Remove all dirt and foreign material from pipe interior prior to testing. 1. Manholes shall be watertight, with no leakage permitted. 2. Place ninety (90) degree V-notch weirs in locations directed by Owner to measure leakage in sewer lines. 3. Allowable leakage rate shall be one hundred (100) gallons/day/inch diameter/mile of sewer between any adjacent manholes. 4. Provide corrective measures for lines exceeding the allowable leakage rate. [20260616R 152] 2026 South Superior Storm Sewer Project 50 Air Tests Air tests are performed on sewer pipe twenty-seven (27) inches in diameter or smaller. Remove all dirt and foreign material from pipe interior prior to testing. 1. Place inflatable sewer stoppers in manhole at each end of reach to be tested. 2. Connect one end of an air hose to plug used for air inlet. 3. Connect other end of hose to portable air control equipment. 4. This equipment consists of valves and pressure gages used to control the rate air flows to the test section and to monitor air pressure inside the pipe. 5. Connect an air hose between compressor (or other source of compressed air) and control equipment. 6. Add air to pipe section. Mon itor air pressure so pressure inside pipe does not exceed 5.0 psig. 7. When pressure reaches 4.0 psig, stop air supply so internal pressure is maintained for two (2) minutes, which allows air temperature to come into equilibrium with the pipe walls. 8. During this time, check plugs with soap solu tion to detect any plug leakage. If plugs are found to leak, bleed off air, tighten plugs, and begin again by supplying air. 9. After temperature has been allowed to st abilize for two (2) mi nutes, disconnect air supply and allow pressure to decrease to 3.5 psig. 10. At 3.5 psig, start stopwatch to determine time required for pressure to drop to 2.5 psig. 11. Provide corrective measures for any line not meeting requirements. 12. Test results are usually better if sewer pipe walls are damp at time of testing. 13. Time shall be equal to or greater than the allowable time shown in the below table. Time Required for a 0.5 PSIG Pressure Drop for Size and Length of Pipe Indicated 1 Pipe Diameter (inches) 2 Minimum Time (minutes:seconds) 3 Length for Minimum Time (feet) 4 Time for Longer Length (seconds) Specified Minimum for Length (L) Shown (minutes:seconds) 100 feet 150 feet 200 feet 250 feet 300 feet 350 feet 400 feet 450 feet 4 6 8 10 12 15 18 21 24 27 30 33 36 42 48 1:53 2:50 3:47 4:43 5:40 7:05 8:30 9:55 11:20 12:45 14:10 15:35 17:00 19:74 22:67 597 398 298 239 199 159 133 114 99 88 80 72 66 57 50 .190 L .427 L .760 L 1.187 L 1.709 L 2.671 L 3.846 L 5.235 L 6.837 L 8.653 L 10.683 L 12.926 L 15.384 L 20.942 L 27.352 L 1:53 2:50 3:47 4:43 5:40 7:05 8:30 9:55 11:24 14:25 17:48 21:33 25:39 34:54 45:35 1:53 2:50 3:47 4:43 5:40 7:05 9:37 13:05 17:57 21:38 26:43 32:19 38:28 52:21 68:23 1:53 2:50 3:47 4:43 5:42 8:54 12:49 17:27 22:48 28:51 35:37 43:56 51:17 69:49 91:11 1:53 2:50 3:47 4:57 7:08 11:08 16:01 21:49 28:30 36:04 44:31 53:52 64:06 87:15 113:58 1:53 2:50 3:48 5:56 8:33 13:21 19:14 26:11 34:11 43:16 53:25 64:38 76:55 104:42 136:46 1:53 2:50 4:26 6:55 9:58 15:35 22:26 30:32 39:53 50:30 62:19 75:24 89:44 122:1 0 159:33 1:53 2:51 5:04 7:54 11:24 17:48 25:38 34:54 45:35 57:42 71:13 86:10 102:34 139:37 182:21 1:53 3:12 5:42 8:54 12:50 20:02 28:51 39:16 51:17 64:54 80:07 96:57 115:23 157:04 205:09 [20260616R 153] 2026 South Superior Storm Sewer Project 51 Deflection Tests Deflection tests are performe d on plastic pipe, including, but not limited to, PVC and HDPE. Remove all dirt and foreign material from pipe interior prior to testing. 1. Perform on plastic pipe at least thirty (30) days after trench backfill has been placed. 2. Perform test by pulling a mandrel through each line between manholes without aid of mechanical pulling devices. 3. Mandrel diameter: ninety-five (95) percent of nominal pipe size. 4. The line will be considered acceptable if mandrel can progress through line without binding. 5. Provide corrective measures for lines not meeting these requirements. 6. No pipe shall exceed a deflection of five (5) percent. Televising Televising is completed on any sewer pipe as requested or detailed in the plans and specifications. Remove all dirt and foreign material from pipe interior prior to testing. 1. Digital video and a televising report shal l be submitted for each inspection. Analog video is not acceptable under this specification. Black and white video does not meet the requirements of this specification. 2. The video shall be produced such that the display indicates the date of televising, line number, direction of travel, and relative position (footage count) of the camera for the duration of televising. 3. The video shall be produced with a “crawler” or “tractor” type camera, or other device approved by the City of Superior, so that the camera retains a generally vertical alignment. 4. The device shall maintain the camera near the center of the pipe being inspected. 5. The resolution, lighting, and contrast shall be adequate to captur e details within the pipe. 6. The use of “pan and tilt” is required for all inspections. D Measurement Sanitary Sewer of each size will be measured by length in linear feet from center of manhole to center of manhole complete in place. Removal and disposal of all existing sanitary sewer pipe is incidental to this bid item. E Payment The City will pay for measured quantities at the contract unit price under the following bid item: ITEM NUMBE R DESCRIPTION UNIT SPV.0090.XX Sanitar y Sewer Main Enter Diameter-Inch LF [20260616R 154] 2026 South Superior Storm Sewer Project 52 Payment is full compensation, with no deductio n for fittings, for all materials including backfill and aggregate and labor, tools, equipment, and incidentals necessary to complete the work, including maintaining existing sanitary sewage service. Removal of existing sanitary sewer within twelve (12) inches vertically and four (4) feet horizontally of the new sanitary sewer or manhole is considered incidental to the work. Dewatering trenches shall be incidental to the construction. The Contractor will receive no additional compensation for tests or corrective work necessary to reduce leakage below the amount allowed by the specifications or correction of excess deflections. Remove the existing sanitary sewer at locations as shown on plans. All materials shall be removed and disposed of by Contractor. Unless otherwise provided, excavated material shall be used in backfilling excavations made in removing the structure. 13.3.15 Catch Basins and Manholes Complete work in accordance with the re quirements of Section 611 of the WI DOT Standard Specifications, except as hereinafter supplemented: When connecting an existing st orm sewer or pipe underdrain to a new catch basin or manhole, cut, or extend the existing pipe or new underdrain to fit into the new structure. Cutting the structure or pipe or underdrain, any additional pipe length or connections required are considered incidental to the new structure. Elastomeric waterproofing sealer shall be a pplied to the frame and chimney of all catch basins and storm manholes as per the following specifications. Elastomeric waterproofing sealer is considered incidental to the new structure. Elastomeric waterproofing sealer shall be a single component moisture curing polyurethane applied to form a continuous membrane, as detailed in Section 8.42.1 of the Standard Specifications for Sewer and Water Construction in Wisconsin, Sixth Edition with Addendum No.1 and No.2. All masonry work shall be cured a minimum of twenty-four (24) hour s prior to applying an elastomeric waterproofing seal. All surfaces shall be cleaned and primed in accordance with the manufacturer's recommendation. Elastomeric waterproofing sealer shall be applied so that it forms a continuous membrane, 100-mil thick, extending from a point four (4) inches below the chimney to a point two (2) inches above the frame flange. The Owner reserves the right to require bond breaker (duct tape) be placed completely around the manhole circumference and centered over the mortar joint between the frame and chimney or cone. Adjacent backfill shall not be placed within twenty-four (24) hours of applying the sealer. [20260616R 155] 2026 South Superior Storm Sewer Project 53 13.3.16 Removing Concrete Sidewalk, Item 204.0155 Complete the work in accordance with the requirements of Secti on 204 of the WI DOT Standard Specifications except as hereinafter provided: Remove sidewalk as shown on the plans at the nearest contraction joint. Sawcut contraction joints to a minimum depth of tw o (2) inches to provi de a smooth vertical surface. The sawcut will be considered incidental to the item Removing Concrete Sidewalk. Perform sidewalk removal by liftin g out whole squares (joi nt to joint) or an alternate method which prevents damage to tree roots or compacts the soil. 13.3.17 Sealing Pipes, Item 204.0280 Complete the work in accordance with the requirements of Secti on 204 of the WI DOT Standard Specifications except as hereinafter provided: Unless otherwise specified, bulkheads shall be c onstructed to form a watertight eight (8) inch thick wall of mortar and of either clay brick or concrete brick. 13.3.18 Excavation Common (Plan), Item 205.0100 Complete this work in accordance with th e requirements of Secti on 205 of the WI DOT Standard Specifications except as hereinafter supplemented: The Contractor is advised that the subgrade will not be accepted as complete until all of the utility work has been completed. Any additional material required following utility work to bring the subgrade up to the required grade will not be measured for payment. All excavation required for utility installation shall be incorporated into the cost of each of those individual items. Excavated area behind the curb and gutter a bove grade elevation and between the base course and sidewalk shall be filled with gr anular excavated materials and compacted. Fill material and compaction is incidental. 13.3.19 Base Aggregate Dense 1-1/4 Inch (Plan), Item 305.0125 Complete work in accordance with the re quirements of Section 305 of the WI DOT Standard Specifications except as hereinafter supplemented: Approval from the Owner shall be obtained after placement of Select Crushed Material and prior to placement of Base Aggregate Dense-1 ¼ Inch. The Contractor remains responsible for the line and grade, and the integrity of all project components as defined in the contract documents. 13.3.20 Select Crushed Material (Plan), Item 312.0115 Complete work in accordance with the re quirements of Section 312 of the WI DOT Standard Specifications except as hereinafter supplemented: [20260616R 156] 2026 South Superior Storm Sewer Project 54 Approval from the Owner shall be obtained for the subgrade pr ior to placement of Select Crushed Material. The Contract or remains responsible for the line and grade, and the integrity of all project components as defined in the contract documents. 13.3.21 Asphaltic Surface, Item 465.0105 Complete work in accordance with the re quirements of Section 465 of the WI DOT Standard Specifications except as hereinafter supplemented: Furnish and install asphaltic mixture meeti ng the requirements for HMA Pavement Type 3 LT 58-34 S. Approval from the Engineer shall be obtained after fine grading of Base Aggregate Dense- 1 ¼ Inch and prior to placement of Asphaltic Surface. The Contractor remains responsible for the line and grade, and the integrity of all project components as defined in the contract documents. Obtain approval from the Engineer prior to placement of the base course of HMA Pavement. Place the wearing course of HM A Pavement, Type 4 LT 58-34 S after all concrete work has been finished. Remove and replace any areas damaged in base course prior to placement of wearing course of HMA Pavement. Payment for Asphaltic Surface bid item includes the tack coat. 13.3.22 Concrete Curb and Gutter 30-Inch Type D, Item 601.0110 Complete work in accordance with the re quirements of Section 601 of the WI DOT Standard Specifications except as hereinafter supplemented: Approval from the Owner shall be obtained af ter preparation of placement of base and adjustment of string lines, and prior to pouring concrete for Concrete Curb and Gutter 30- Inch Type D. The Contractor remains responsib le for the line and grade, and the integrity of all project components as defined in the contract documents. 13.3.23 Geotextile Fabric Type SAS (Plan), Item 645.0140 Complete work in accordance with the re quirements of Section 645 of the WI DOT Standard Specifications except as hereinafter supplemented: Approval from the Owner shall be obtained af ter preparation of subgrade and prior to placement of Geotextile Fabric Type SAS. The Contractor remains responsible for the line and grade, and the integrity of all project components as defined in the contract documents. No additional compensation will be made for fabric overlap areas. Payment will be based on an in place square yard measurement. [20260616R 157] 2026 South Superior Storm Sewer Project 55 13.3.24 Connect to Existing Sewer (Main), Item SPV.0060.11 A Description This special provision describes connecting ne w sewer pipe to existing sewer pipe in accordance with City standard details as shown on the plans and hereinafter provided. This item shall be measured for payment at ea ch location that a concrete collar or joining coupling is completed. Construct concrete collar at pipe joint in accordance with the ESD Minimum Standards detail drawings. An approved coupler may be used for pipes up to 12- inch diameter. Coupler shall be designed for underground use with a stainless-steel shield/shear band and provide a watertight, permanent joint. All materials, labor and equipment required to complete the work shall be included in this item and payment will be based on each location, independent of the size of pipes that are being connected. 13.3.25 Manhole Castings, Item SPV.0060.12 Storm Sewer Inlet Covers, Item SPV.0060.13 A Description This special provision describes furnishing an d installing sanitary sewer or storm sewer castings on new or existing san itary or storm sewer manholes as located on the plans and as provided by these special provisions. B Materials Conform to requirements of ASTM A48, Cl ass 30-B, and be free from cracks, holes, swells, and cold shuts. The manhole casting shall conform to Chapter 3.5.4(e) of the Standard Specifications for Sewer and Water Construction in Wisconsin, Sixth Edition with Addendum No.1 and No.2. Assembly, dimensions, details, weight, and class: as indicated in the plan detail drawings. The casting cover to frame surfaces shall be machine milled to provide true bearing around the entire circumference. The casting shall be “self-sealing,” stamped “Sanitary Sewer” or “Storm Sewer” with two (2) inch letters, contain two (2) concealed pick holes, and be non- rocking. C Construction Set casting on a full mortar bed. The manhole frame shall be set at the elevation given on the plan or, when no such elevation is given, they shall be set as follows: 1. Within A Traveled Roadway Within a traveled roadway or in the shoulders of a highway, the top of the manhol e frame shall be set ½-inch below the shoulder or pavement surface. 2. In Other Locations In other locations, the top of the frame shall be set at the proposed or established grade, whichever is higher. [20260616R 158] 2026 South Superior Storm Sewer Project 56 Adjust new manhole castings located in pavement areas in two separate phases: 1. Place a temporary cover plate over the openi ng. Cover the plate with base course as directed by the Owner and pave over. Leave temporary cover plate in place until contract paving operations permit final setting of the manhole casting to grade. 2. Remove asphaltic pavement mixture and base course surrounding the manhole plus the temporary cover plate and set the manhole casting and rings to final grade. Both phases of the adjusting manhole process are incidental to this bid item. HMA pavement mixture, base aggregate, and paving will be measured and paid for separately. D Measurement Manhole castings shall be measured by each unit in place acceptably completed. E Payment The City will pay for measured quantities at the contract unit price under the following bid item: ITEM NUMBE R DESCRIPTION UNIT SPV.0060.12 SPV.0060.13 Manhole Castings Storm Sewer Inlet Covers EACH EACH Payment is full compensation fo r all materials and personnel to complete the installation of the casting to the manhole or inlet, incl uding any necessary adju sting to the casting to bring it to final grade. Casti ng and lids will become the proper ty of the City of Superior. Stockpile casting and lids at location designated by the City of Superior. 13.3.26 Sanitary Sewer Manhole, 48-Inch Diameter, Item SPV.0060.14 A Description This special provision describes furnishing and installing new sanitary sewer manholes and connecting to sanitary sewer pipe, as shown on the plans, in accordance with Section 611 of the WI DOT Standard Specifications and as hereinafter provided. B Materials Precast concrete riser sections and appurtenant units (grade rings, top and base slab, special sections, etc.) used in the c onstruction of manholes shall co nform to the requirements of ASTM C 478 and these specifications. Individual manhole types are indicated in the plan detail drawings. 1. Base sections of all structures shall consist of monolithic base and bottom, and 48- inch barrel section. No joints are allowed between base and bottom of barrel. 2. Riser section joints shall be tongue and grove with rubber “O” ring joints. 3. Inlet and outlet pipes shall be joined to the structure with a flexible, watertight rubber boot device that allows differential settlement of the pipe and manhole to take place. All plastic pipe shall be connected to Precast Manholes by means of an approved flexible watertight pipe to manhole seal. This seal shall meet the physical requirements of ASTM C-443 and the performance requirements of ASTM C-425 and C-443. Pipe entering a manhole through th is seal shall be laid in accordance [20260616R 159] 2026 South Superior Storm Sewer Project 57 with the bedding section requirements and shall not be rigidly supported as required for nonflexible connections. To maintain the seal flex ibility that portion of the annular space between the pipe and the manhole wall shall be plugged with butyl rubber gasket material prior to the placing of concrete in the manhole. Grouting of pipes into structures is not acceptable. 4. Steps: a. Installed in all manholes and structures in excess of four (4) feet deep. b. Provide twelve (12) inch wide step, aligned to form a continuous ladder, equally spaced vertically in the completed manhole at a design distance of sixteen (16) inches on center and centered over the discharge pipe. c. Project a minimum clear distance of fo ur (4) inches from the wall of the riser or cone section measured from the point of embedment. d. Steel Reinforced Plastic Manhole Steps or Gray Cast Iron Manhole Steps i. Steel Reinforced Plastic Manhole Steps made with an approved plastic such as copolymer polypropylene reinforced with a one-half (½) inch diameter deformed reinforcing bar. ii. Gray Cast Iron Manhole Steps ma de of gray cast iron with a minimum cross sectional dimension (diameter) of one (1) inch in any direction. 5. Equip all manholes with: a. Construct all manhole ch imneys with flexible wa tertight frame/chimney joints. All frame/chimney joints for sanitary sewer manholes shall be Type I Chimney Joints. All frame/chimney joints for storm sewer manholes shall be Type III Chimney Joints. i. Type I Chimney Joint: Type I Ch imney Joint shall be a Type III Chimney Joint and an internal chimney seal. ii. Type II Chimney Joint: Type II Chimney Joint omitted. iii. Type III Chimney Joint: Type III Chimney Joint shall be a mortar joint. The mortar Frame / Chimney joint and typical joints between concrete adjusting rings shall be one (1) inch in thickness and the full width of the adjusting ring. Back-plaster the interior with 0.25 inches of mortar or other approve d sealant. Apply an Elastomeric waterproof seal to the exterior of the chimney. b. Internal chimney seals shall be ma nufactured seals installed on new or existing sanitary manholes. The flexible portion of the seal shall be natural or synthetic rubber conforming to applicable requirements of ASTM C-923. All metal parts shall be Type 304 stainl ess steel. The seal shall prevent leakage of water into the manhole at the area of the joint between the manhole frame, chimney, and corbel continuously throughout a twenty (20) year design life. The seal shall rema in flex ible while allowing repeated vertical movements of the frame of up to two (2) inches occurring at rates not less than 0.10 inches per minute. c. Elastomeric waterproofing sealer shall be a single component moisture curing polyurethane applied to form a continuous membrane, as detailed in Section 8.42.1 of the Standard Sp ecifications for Sewer and Water Construction in Wisconsin, Sixth Edition with Addendum No.1 and No.2. [20260616R 160] 2026 South Superior Storm Sewer Project 58 Cure all masonry work a minimum of twenty-four (24) hours prior to applying an elastomeric waterproofing seal. Clean and prime all surfaces in accordance with the manufacturer's recommendation. Apply elastomeric waterproofing sealer so that it forms a continuous membrane, 100-mil thick, extending from a point four (4) inches below the chimney to a point two (2) inches above the frame flange. The City of Superior rese rves the right to require bond breaker (duct tape) be placed completely around the manhole circumference and centered over the mortar joint between the frame and chimney or cone. Adjacent backfill shall not be placed within twenty-four (24) hours of applying the sealer. 6. Adjusting rings: a. Concrete adjusting rings shall subs tantially conform to the diameter dimensions of the respective manhole co rbel and have a height of two (2) to six (6) inches. Reinforce Concrete adjusting rings with No. 2 reinforcing rod centered within the ring. Cracks, exposed bar, or other damage or defect shall be considered cause for rejecti on of adjusting rings. Wire brush and wipe clean adjusting ri ngs to remove surface contaminants prior to placement and shall moisten the adjusting rings to receive mortar. b. HDPE adjusting rings and adhesive ma y be used upon written approval of the Engineer. C Construction Construct sanitary manholes in accordance with plan details and elevations. Perform excavation, foundations, and backfi ll in accordance with Section 205 of the Standard Specifications. Place precast monolithic base section on compacted ¾-inch dense graded base. Connect to sanitary sewer pipes. Include any required coupling adaptors. Locate steps within one (1) inch of vertical alignment and within one (1) inch of required vertical spacing. Remove all dirt and foreign material from the structure interior. D Measurement The City will measure Sanitary Manhole 48-Inch Diameter by each manhole acceptably completed. E Payment The City will pay for measured quantities at the contract unit price under the following bid item: ITEM NUMBE R DESCRIPTION UNIT SPV. 0060.14 Sanitary Sewer Manhole, 48-Inch Diameter EACH [20260616R 161] 2026 South Superior Storm Sewer Project 59 Payment is full compensation for excavation, removal and disposal of all existing manholes as designated on the plans; be dding, bedding materials and cr ushed stone chips; sanitary manhole; adjusting the manholes; chimney s eals; pipe connections and coupling; furnishing and placing all materi al; and for all labor, tools, equipment, and incidentals necessary to complete the work. All costs a ssociated with replacement backfill for the void, compaction of the new material, and any necessary dewatering are incidental. 13.3.27 Adjust Sanitary Manhole Covers, Item SPV.0060.15 A Description This special provision describes adjusting existing sanitary manhole covers to finish grade by adding or removing concrete adjusting rings. Perform this work in accordance with Section 611 of the Standard Specifications and as hereinafter provided. B Materials Concrete adjusting rings shall substantially conform to the diameter dimensions of the respective manhole corbel and ha ve a height of two (2) to six (6) inches. Reinforce Concrete adjusting rings with No. 2 reinforcing rod centere d within the ring. Cracks, exposed bar, or other damage or defect shall be considered cause for rejection of adjusting rings. Elastomeric waterproofing sealer shall be a single component moisture curing polyurethane applied to form a continuous membrane, as detailed in Section 8.42.1 of the Standard Specifications for Sewer and Water Construction in Wisconsin, Sixth Edition with Addendum No.1 and No.2. C Construction Frame and cover shall be adjusted to the el evation given on the plan or as below by removing or adding the appropriate amount of precast concrete grade rings. Prevent any debris from falling into the manhole. Any debris which falls into the manhole shall be removed immediately. Manhole chimney rings a nd frame shall be set on a bed of mortar, 5/8-inch minimum thickness, extending the full width of and continuously around the top of the chimney. Do not use bricks, stones, wood or pieces thereof. The inner and outer faces of the mortar joint shall be trowel finish. Set casting on a full mortar bed. All masonry work shall be cured a minimum of twenty-four (24) hour s prior to applying an elastomeric waterproofing seal. All surfaces shall be cleaned and primed in accordance with the manufacturer's recommendation. Elastomeric waterproofing sealer shall be applied so that it forms a continuous membrane, 100-mil thick, extending from a point four (4) inches below the chimney to a point two (2) inches above the frame flange . The Engineer reserves th e right to requ ire bond breaker [20260616R 162] 2026 South Superior Storm Sewer Project 60 (duct tape) be placed completely around the manhole circumference and centered over the mortar joint between the frame and chimney or cone. Adjacent backfill shall not be placed within twenty-four (24) hours of applying the sealer. The manhole frame shall be set at the elevation given on the plan or, when no such elevation is given, they shall be set as follows: 1. Within A Traveled Roadway Within a traveled roadway or in the shoulders of a highway, the top of the manhol e frame shall be set ½-inch below the shoulder or pavement surface. 2. In Other Locations In other locations, the top of the frame shall be set at the proposed or established grade, whichever is higher. D Measurement The City will measure Adjust Sanitary Manhole Covers as each individual adjust sanitary frame and cover, including external manhole chimney seal, acceptably completed. E Payment The City will pay for measured quantities at the contract unit price under the following bid item: ITEM NUMBE R DESCRIPTION UNIT SPV.0060.15 Ad just Sanitary Manhole Covers EACH Payment is full compensation for providing a ll required material including all necessary adjusting ring materials, adhesive, and exte rnal chimney seal; for removing, reinstalling, and adjusting the frames, grates, and lids; for installation of external chimney seals; and for furnishing all labor, tools, equipment and incidentals required to complete the contract work. 13.3.28 Connect to Existing Storm Manhole, Item SPV.0060.16 A Description This special provision describes connecting new storm sewer pipe to an existing manhole, as shown on the plans and hereinafter provided. B Materials An approved flexible watertight pipe to manho le seal. This seal sh all meet the physical requirements of ASTM C-443 and the performance requirements of ASTM C-425 and C- 443. Pipe entering an existing manhole through this seal shall be laid in accordance with the bedding section requirements and shall not be rigidly supported as required for nonflexible connections. To maintain the seal flexibility that portion of the annular space between the pipe, and the manhole wall shall be plugged with butyl rubber gasket material prior to the placing of concrete in the manhole. Mortar shall meet the require ments for Type “M” mortar of the property specification of ASTM Designation C-270. Mortar shall consis t of a mixture of clean mason sand, water [20260616R 163] 2026 South Superior Storm Sewer Project 61 and air-entraining cementitious material as specified in Section 8.37.1 of the Standard Specifications for Sewer and Water Constr uction in Wisconsin, Sixth Edition with Addendum No.1 and No.2. Clay brick or concrete brick shall meet requirements as specified in Section 8.37.1 of the Standard Specifications for Sewer and Water Construction in Wisconsin, Sixth Edition with Addendum No.1 and No.2. C Construction Core drill opening in manhole wall for sewer pipe. Install pipe and watertight rubber boot device or brick and mortar. Patch manhole wall with mortar and clay brick or concrete brick, as applicable or as directed by the Owner. D Measurement The City will measure Connect to Existing Storm Manhole as each individual connection, acceptably completed. E Payment The City will pay for measured quantities at the contract unit price under the following bid item: ITEM NUMBE R DESCRIPTION UNIT SPV.0060.16 Connect to Existin g Storm Manhole EACH Payment is full compensation for excavating, bedding materials, backfilling, granular backfill materials, compaction and fittings; and fo r furnishing all labor, tools, equipment, materials, and incidentals necessary to complete the contract work. 13.3.29 Storm Sewer Pipe, 8-Inch PVC SDR 35, Item SPV.0090.11 Storm Sewer Pipe, 10-Inch HDPE (Dual Wall) Item SPV.0090.12 A Description This special provision describes furnishing and installing new storm sewer pipes as located on the plans and hereinafter provided. B Materials Pipes shall conform to the following: Description Class or Type Specification Joint Storm Sewer Pipe, 8-Inch PVC SDR 35 ASTM D3034 Elastomeric Gasket Storm Sewer Pipe, 10-Inch HDPE N12, Dual Wall ASTM F2648 Watertight, Gasket Provide pipe and fittings of each material type from the same manufacturer. C Construction C.1 Handling and Delivery of Materials [20260616R 164] 2026 South Superior Storm Sewer Project 62 During the unloading process, inspect all pipe s and accessories. Notify the Owner of all material found cracked, flawed, or otherwise defective. Each length of pipe and fitting used in a sanitary sewer shall be stamped or inde libly marked with the manufacturer's name or mark. The substitution of any other type of pipe, or monolithic section, may only be used with the approval of the City of Superior. The Owner will inspect the material and have the right to reject any materials found unsatisfactory. Promptly remove all rejected material from the job site. C.2 Preparation Line and Grade: Provide means for accurate ly transferring line and grade from ground surface stakes to working point in trench. Lay all pipes to the lines and grades shown on the plans. Set pipe grades with a pipe laser. No batter boards are to be used in setting sewer pipe grades. All sewers shall be designed and constructed to give average velocities of not less than two (2) feet per second. The minimum design slopes shall be as shown below. Sewer Size Minimum 8” 0.45 10” 0.32 12” 0.25 15” 0.17 18” 0.14 21” 0.11 24” 0.09 Water Stops: Provide in manholes as required to prevent infiltration into system. C.3 Pipe Installation Comply with ASTM D2321 for PVC installation with Class IB embedment. All work under this bid item is done by open trench excavation. 1. Inspect pipe for defects and cracks while suspended before lowering into trench. Place pipe bell at upstream end of pipe length. Install pipe from lower to higher invert elevation. Pipes shall be fitted together and matched so when laid they shall form a sewer with a smooth and uniform invert. 2. Connections to existing sanitary sewer main shall be concrete collar as shown in the detail drawings. If the diameter of the sewer pipe is equal to or less than twelve (12) inches, the connection to existing sanitary sewer may be made using fully stainless- steel shielded rubber underground sewer coupling with rubber conforming to ASTM C 425, ASTM C 1173 and 316 series stainless steel clamps with nut and bolt or worm drive take-up. 3. Place plug in end of incomplete piping at end of day and when work stops. Provide watertight plugs at future connection plugs. When water is present in trench, seals are to remain in-place while trench is pumped completely dry. No pipe shall be laid in water or when the trench conditions are unsuitable for such work, except by permission of the Owner. [20260616R 165] 2026 South Superior Storm Sewer Project 63 C.4 Pipe Foundation and Backfill 1. Backfill immediately all trenches and ex cavations after the sewers have been constructed therein. Use native material to backfill, except that all such material placed from four (4) inches below to at least six (6) inches above the pipe shall be ¾-inch dense graded base as specified in Section 305 of the Standard Specification. Field mixing of backfill material is not allowed. 2. All pipes shall be laid with ends abutting and true to line and grade. Grade variation of 0.01 feet or more shall require replacement of pipe at the proper grade. Pipe, which has in any way been disturbed or does not conform to said line and grade before final acceptance, shall be removed and re-laid by the Contractor at the Contractor’s expense. 3. When the sewer trench is soft, muddy, or wet and will not dry out, it shall be excavated to an elevation of at least six (6) inches below the elevation established for the bottom of the pipe. This depth shall be backfilled with Grade 1 granular backfill as modified in Subsection 209.2 of the Standard Spec ifications for bedding under culvert pipes or with Size No. 1 Coarse Aggregate for concrete as specified in Subsection 501.2.5.4 of the Standard Specifications and thoroughly compacted. This material shall also be placed under and around the pipe for at least the lower one- sixth (1/6) of the outside vertical diamet er of the pipe. This material shall be thoroughly compacted in layers not exceeding six (6) inches provided above. 4. Installation shall conform to ASTM D2321. Compact ha unching area to specified density required by ASTM D2321. 5. Trench excavation shall be in accordanc e with Section 607 of the Standard Specifications. Trench excavation shall be dug to the alignment and depth shown on the plans and only one hundred (100) feet in advance of the pipe laying. 6. Trench water shall be drained from the trench into natural drainage channels or storm sewers. Draining trench water into sanita ry sewers or combined sewers is not permitted. 7. Excavated material shall be piled in a manner that shall not endanger the work and that will avoid obstructing sidewalks and driveways. 8. The maximum clear width of the trench at the top of the pipe shall not be more than two (2) feet greater than the outside diameter of the pipe. 9. If the trench is excavated to a greater width, the Owner may direct the Contractor to provide a higher class of bedding, a higher strength pipe or both, than that required by the contract, without a dditional compensation therefore, as the Owner deems necessary to satisfy the design requirements. 10. Ledge rock, boulders, and large stones shall be removed to provide a clearance of at least eight (8) inches below outside barrel of the pipe or fittings, and to a clear width of twelve (12) inches on each side of the pipes. Adequate clearance for properly jointing pipes laid in rock trenches shall be provided at bell holes. [20260616R 166] 2026 South Superior Storm Sewer Project 64 11. Backfill material at pipe zone shall be free from rock, boulders, or other unsuitable substances and shall be deposited into the trench simultaneously on both sides of the pipe for the full width of the trench in six (6) inches lifts thoroughly compacted to a minimum elevation of twelve (12) inches above the top of the pipe. Compaction shall be accomplished by mechanical tamping. 12. Succeeding layers of backfill above pipe zone may contain coarser material and shall be free from pieces of rock, concrete, clay lumps, roots, stumps, rubbish, frozen materials and other similar articles that shall cause excessive settlement. This type of backfill shall be placed in uniform twelve (12) inch lifts and each lift shall be compacted by mechanical means to a Standard Proctor Density of ninety-five (95) percent under the upper three (3) feet of the trench and to a Standard Proctor Density of one hundred (100) percent for the upper three (3) feet of the trench. All compaction and compliance testing are considered incidental. 13. Backfilling shall not take place at any time unless approved compaction equipment is available at the site. Backfill in trenches on streets shall be placed to an elevation that shall permit the placement of base material and surface of the material. C.5 Field Quality Control Televising Televising is completed on any sewer pipe as requested or detailed in the plans and specifications. Remove all dirt and foreign material from pipe interior prior to testing. 7. Digital video and a televising report shal l be submitted for each inspection. Analog video is not acceptable under this specification. Black and white video does not meet the requirements of this specification. 8. The video shall be produced such that the display indicates the date of televising, line number, direction of travel, and relative position (footage count) of the camera for the duration of televising. 9. The video shall be produced with a “crawler” or “tractor” type camera, or other device approved by the City of Superior, so that the camera retains a generally vertical alignment. 10. The device shall maintain the camera near the center of the pipe being inspected. 11. The resolution, lighting, and contrast shall be adequate to captur e details within the pipe. 12. The use of “pan and tilt” is required for all inspections. D Measurement Storm Sewer of each size will be measured by length in linear feet from center of manhole to center of manhole complete in place. Removal and disposal of all existing storm sewer pipes is incidental to this bid item. E Payment The City will pay for measured quantities at the contract unit price under the following bid item: Item Numbe r Description UNIT [20260616R 167] 2026 South Superior Storm Sewer Project 65 SPV.0090.11 SPV.0090.12 Storm Sewer 8-Inch Storm Sewer Pipe, 10-inch HDPE LF LF Payment is full compensation, with no deductio n for fittings, for all materials including backfill and aggregate and labor, tools, equipment, and incidentals necessary to complete the work. Dewatering trenches shall be incidental to the construction. Unless otherwise provided, excavated material shall be used in backfilling excavations made in removing the structure. 13.3.30 Sewer Field Quality Control – Televising, Item SPV.0090.13 A Description This special provision describes the process for performing televising on sewer pipe for field quality control. B Materials Televising shall be completed on all installed sanitary and storm sewer piping. Televising pipe shall be free of dirt and foreign materials prior to testing. All services performed and products delivered shall comply with the standards of the Pipeline Assessment and Certification Program (PACP) as administrated by National Association of Sewer Service Companies (NASSCO). All in spections performed require submittal of digital video, televising report, and database output in PACP format. Field inspection personnel shall be NASSCO PACP certified. 1. Digital video and a televising report shal l be submitted for each inspection. Analog video is not acceptable under this specification. Black and white video does not meet the requirements of this specification. 2. The video shall be produced such that the display indicates the date of televising, line number, direction of travel, and relative position (footage count) of the camera for the duration of televising. 3. The video shall be produced with a “crawler” or “tractor” type camera, or other device approved by the City of Superior, so that the camera retains a generally vertical alignment. 4. The device shall maintain the camera near the center of the pipe being inspected. 5. The resolution, lighting, and contrast shall be adequate to captur e details within the pipe. 6. The use of “pan and tilt” is required for all inspections. 7. Inspection videos shall be saved in a video format supported by Windows Media Player or VLC Media Player. 8. An electronic report (.pdf) of the pipe inspection report shall be submitted for each inspection. 9. A database containing the PACP inspection data shall be submitted. 10. All materials described in nu mbers 7-9 shall be submitted on a portable hard drive, compact disc or other means as approved by Owner. [20260616R 168] 2026 South Superior Storm Sewer Project 66 C Vacant D Measurement Sewer Field Quality Control – Televising will be measured by lineal foot successfully completed. E Payment The City will pay for measured quantities at the contract unit price under the following bid item: ITEM NUMBE R DESCRIPTION UNIT SPV.0090.13 Sewer Field Qualit y Control – Televising LF Payment is full compensation for all materials and personnel to complete the testing. The Contractor will receive no additional compensation for corrective work necessary to correct defects found during televising. 13.3.31 Cured-In-Place Pipe Lining (CIPP), 8-Inch, Item SPV.0090.14 Cured-In-Place Pipe Lining (CIPP), 12-Inch, Item SPV.0090.15 A.1 General This special provision describe s the reconstruction of an ex isting sanitary, combined, or storm sewer line by the installation of a resin- impregnated flexible tube, which is formed to the original pipe so as to not damage the existing sani