Public Works & Utility Committee Agenda/Packet

VILLAGE OF LISBON W234 N8676 Woodside Rd Lisbon, WI 53089-1545 Office: (262) 246-6100 | Email: villagehall@lisbonwi.gov | Website: www.lisbonwi.gov Join Zoom Online: https://us06web.zoom.us/j/88319721129?pwd=Rm1tdkgzcW9PMG5HY051MlBpbzR4UT09 Zoom by Phone: Dial 1-312-626-6799 Meeting ID: 883 1972 1129 Passcode: 027704 MEETING AGENDA PUBLIC WORKS & UTILITY COMMITTEE – LISBON VILLAGE HALL W234N8676 WOODSIDE ROAD WEDNESDAY, APRIL 15, 2026, at 5:00P.M. 1. Call to Order & Roll Call 2. Approval of Meeting Minutes • 3/25/2026 Public Works & Utility Committee 3. Department Reports A. Dept. of Public Works – DPW Director B. Utility District – Engineer C. Special Projects - Administrator 4. Unfinished Business A. Discussion and necessary action re: Sewer hookup options for LSBT 0193.017. B. Discussion and necessary action re: quotes for valve replacement at the Dubnicka, Fieldstone, and Good Hope lift stations, and recommendation to Village Board of the same. 5. New Business A. Discussion and necessary action re: request for municipal water from AMHC Management, LLC. B. Discussion only re: Unsewered residential areas in Rolling Hills & Plainview Subdivision. 6. Adjournment NOTE: It is possible that members and/or a quorum of other governmental bodies may attend the above meeting to gather information. No action will be taken by any governmental body other than specifically noticed above. Citizens with disabilities who require assistance to participate in this meeting should contact Village Hall at least 72 hours in advance. VILLAGE OF LISBON W234N8676 Woodside Road Lisbon, WI 53089-1545 MEETING MINUTES PUBLIC WORKS & UTILITY COMMITTEE RICHARD JUNG FIRE STATION – March 25, 2026 at 5:30 PM Office: (262) 246-6100 | Email: VillageHall@LisbonWI.gov | Website: www.LisbonWI.gov Call to Order Committee Chair Marc Moonen called the meeting to order at 5:37 p.m. Roll Call Present: Trustees Marc Moonen and Linda Beal; Members Jane Mueller and Joe Eberle; Engineer Mitch Leisses; Administrator Dan Green; DPW Director Nick Wilichowski; Clerk Cappozzo; and Deputy Clerk- Finance Lisa Tremper. Engineer Don Neitzel and Committee Member Dan Plese were absent and excused. Pledge of Allegiance The Pledge of Allegiance was recited by all those present. Approval of Meeting Minutes 02/18/2026 Public Works & Utility Committee Motion by Beal, second by Mueller, to approve the minutes as presented. Motion carried unanimously. Department Reports Public Works Director Wilichowski reported on several recent departmental activities from the last month (see attached report). Utility District Engineer Leisses gave an overview of monthly flows and run time for the Janine, Plainview, Willow Springs, and Richmond lift stations, as well as the various well readings. It was noted that the village is waiting on additional costs for a direct electric line to the flow meter from Next Electric. This process requires coordination with WE Energies. It was also noted that the Richmond Lift Station had pump failure. Brabazon refused to warranty the repair due to significant silt and sand in the pump interior. Leisses mentioned that Don Neitzel recommended pumping down the lift station to inspect for structural damage, cracks, or infiltrations. He noted that Richmond School is still planning to televise their sewer lines but was postponed until the frost leaves the ground to better assess potential infiltration issues. Special Projects Administrator Green reported that the mobile home park manager reached out expressing interest in extending water service to their location and would pay for the associated costs. A joint phone call Public Works & Utility Committee Meeting Minutes March 25, 2026 Page 2 of 2 Office: (262) 246-6100 | Email: VillageHall@LisbonWI.gov | Website: www.LisbonWI.gov with Ben Wood, Lannon’s Engineer, was held. He completed a professional fees reimbursement form and submitted a formal service request letter that will likely appear on next month’s agenda. Unfinished Business Discussion & necessary action re: status update on Lift Stations Engineer Leisses presented two quotes from Brabazon for pump options. The quote for repair was $2,145 with 2-3 week lead time and the quote for replacing the pump was $5,500 with 1-2 week lead time. Committee members agreed that repair was an appropriate choice. Motion by Committee member Mueller, second by Trustee Beal, to approve the repair option for the lift station pump. Motion carried 4-0. Discussion & necessary action re: Sewer hookup options for LSBT 0193.017 Engineer Leisses provided Don’s analysis showing a sewer route coming off Wooded Hills Drive and running up Townline Road to potentially service 8-9 lots. Due to topographical constraints, the sewer would emerge from the ground before reaching the target area, making this extension impossible. The committee discussed alternative routing options and cost factors. The committee agreed to continue discussing this item on next month’s agenda. New Business Discussion and necessary action re: quotes for valve replacement at lift stations, and recommendation to Village Board Engineer Leisses presented quotes from Doerner and Sabel Mechanical for the replacement of valves. Doerner would provide the materials and Sabel would install the valves estimating a cost of $19,821.92. Sabel Mechanical needs someone to assist with bypassing and Sussex agreed to provide the labor and equipment needed for this work. The committee decided to request multiple quotes for comparison and bring this topic back for next month’s agenda. Adjournment There being no further business, motion by Beal, second by Mueller, to adjourn the meeting at 6:05 p.m. Motion carried unanimously. Respectfully submitted, Lisa Tremper Lisa Tremper Deputy Clerk-Treasurer DPW Monthly Report March 2026 Highway: • 3 winter weather events (2 salt runs for ice, 1 winter storm) • Brined • Truck repairs • Fallen tree removal from high winds on March 13th • Bucket truck work • Remove temporary weight limit signage • Sweep and clean up plow damage on routes • Strip plows wings and sanders on trucks for brush pickup • Restoration and install dug out infield mix at the New LCP Baseball Field Parks: • Prepare LCP for Lisbon Easter Event • 3 winter weather events • Tree and brush clearing along trails • Start getting mowers and equipment ready for summer DPW Director: • 3 winter weather events • After hours tree removal off roadways and power lines • Worked on MS4 permitting • Order salt for 2026/2027 • Submit final crack fill list to Mitch • Submit 2026 road striping to Waukesha County • Worked on updated quotes for upcoming borrowing • Worked on LCP baseball field with highway department • Bucket truck trees • Helped with plow damage on routes • Rust proof and undercoat new plow truck chassis • Work with Dan on UTV signage 107 Parallel Street Beaver Dam, WI 53916 • 1115 S Main Street West Bend, WI 53095 • T 920-356-9447 www.kunkelengineering.com April 8, 2026 To: Village of Lisbon Utility Committee From: Don Neitzel Re: Monthly Report (March) The monthly engineer’s report for the Village of Lisbon Public Works & Utility Committee is as follows: • March 2026 Flows – Flows for the month of March were up from the prior month of February. o The Jeanine Lift Station had an average flow of 30 GPM (average 38,000 GPD) for the month of March, while the month of February was 21 GPM (average 27,000 GPD). o The Plainview Lift Station for the month of March had an average flow of 26 GPM (average 35,000 GPD), while the month of February was 21 GPM (30,000 GPD). o Willow Springs flows for the month of March remained the same as February with an average flow of 41 GPM (59,000 GPD). This is due to electrical service issues for the flow meter. The flows for the month of March 2026 were computed based on average flows for the month of February in 2024 and 2025. Next Electric is continuing to work with WE Energies on putting together a quote to install the electric service out at the flow meter, rather than in the maintenance building of Willow Springs. I was hoping to have the quote for this meeting, but I have not received anything as of today. As you will note on the historical monthly flow charts, the flows for Jeanine for the month of March were considerably less than what was seen in 2024 and slightly higher than the flows recorded in 2025. The historical monthly flows for Plainview were less than what was recorded during the same month in 2025 in 2024 and slightly higher than the total flows for 2025. Willow Springs followed the same trend as the previous month, with the March 2026 flows still being averaged due to the issues with the electric service for the flow meter. Still waiting on a quote from Next Electric to install new electric service at the flow meter location. • Richmond School Lift Station – o March 2026 - The lift station had a total run time of approximately 93.7 hours for the month of March, with about 46.4 hours on Pump #1 and 47.3 hours on Pump #2. Pump #1 averaged about 1.5 hours of run time per day, while Pump #2 averaged about 1.5 hours. 107 Parallel Street Beaver Dam, WI 53916 • 1115 S Main Street West Bend, WI 53095 • T 920-356-9447 www.kunkelengineering.com I’m working on getting a price from Dorner to clean out the lift station and do a complete inspection of the structure and components. o The well reading for the month of March was 38,600 gallons and for the prior month of February it was 36,500 gallons. (see attached water usage chart and sewer flow information). As you will note on the flow chart, the water usage for the month of March 2026 does fall below what was recorded for the same month in 2025 and 2024. • Fire station Well – o March 2026 - The water usage for the month of March was 6,300 gallons, while the water usage in the prior month of February was 6,300 gallons. (see attached water usage chart). This remains in-line with the monthly flows that have been recorded throughout 2025 and February 2026. • Casey’s Well – o March 2026 -The water usage at Casey’s for the month of March was down from the previous month, with 14,267 gallons of water being used in March while the well reading for the month of February was 17,728 gallons. The monthly water usage remains in-line with their overall historical average throughout the year. (see attached water usage chart). 0 0.2 0.4 0.6 0.8 1 1.2 0 10 20 30 40 50 60 70 1st 2nd* 3rd 4th 5th 6th 7th 8th 9th* 10th 11th 12th 13th 14th 15th 16th* 17th 18th 19th 20th 21st 22nd 23rd* 24th 25th 26th 27th 28th 29th 30th* 31st Rainfall (in) Flow Totals (Kgals) * = Monday Jeanine Daily Flow Totals with Rainfall Data - March 2026 Flow Totals Rainfall 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0 200 400 600 800 1000 1200 1400 1600 1800 2000 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Total Flows (Kgals) Jeanine LS Total Monthly Flows with Monthly Average Rainfall Data Flow 24 Flow 25 Flow 26 Rainfall 24 Rainfall 25 Rainfall 26 0 0.2 0.4 0.6 0.8 1 1.2 0 10 20 30 40 50 60 70 1st 2nd* 3rd 4th 5th 6th 7th 8th 9th* 10th 11th 12th 13th 14th 15th 16th* 17th 18th 19th 20th 21st 22nd 23rd* 24th 25th 26th 27th 28th 29th 30th* 31st Rainfall (in) Flow Totals (Kgals) * = Monday Plainview Flow Totals with Rainfall Data - March 2026 Flow Totals Rainfall 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0 200 400 600 800 1000 1200 1400 1600 1800 2000 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Rainfall (in) Total Flows (Kgals) Plainview LS Total Monthly Flows and Monthly Average Rainfall Data Flow 24 Flow 25 Flow 26 Rain 24 Rain 25 Rain 26 0 0.2 0.4 0.6 0.8 1 1.2 0 10 20 30 40 50 60 70 80 1st 2nd* 3rd 4th 5th 6th 7th 8th 9th* 10th 11th 12th 13th 14th 15th 16th* 17th 18th 19th 20th 21st 22nd 23rd* 24th 25th 26th 27th 28th 29th 30th* 31st Rainfall (in) Flow Totals (Kgals) * = Monday Willow Springs Flow Totals with Rainfall Data - March 2026 Flow Total Rainfall 0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0 200 400 600 800 1,000 1,200 1,400 1,600 1,800 2,000 2,200 2,400 2,600 2,800 3,000 3,200 3,400 3,600 3,800 4,000 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Rainfall (in) Total Flows (Kgals) Willow Springs LS Total Monthly Flows with Monthly Average Rainfall Data Flow 24 Flow 25 Flow 26 Rain 24 Rain 25 Rain 26 0 5000 10000 15000 20000 25000 30000 35000 40000 45000 50000 55000 60000 65000 70000 75000 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Total Gallons Richmond Monthly Well Totals 2024 Monthly Gallons 2025 Monthly Gallons 2026 Monthly Gallons 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 14000 15000 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Total Gallons Firehouse Monthly Well Totals 2024 Monthly Gallons 2025 Monthly Gallons 2026 Monthly Gallons 0 10000 20000 30000 40000 50000 60000 70000 80000 90000 100000 110000 120000 130000 140000 150000 160000 170000 180000 190000 200000 210000 220000 230000 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Total Gallons Casey's Monthly Well Totals 2024 Monthly Gallons 2025 Monthly Gallons 2026 Monthly Gallons MEMORANDUM Committee/Board Public Works & Utility Committee / Village Board Topic: Sewer Hookup – Golf View Road From: Daniel Green Department: Administration Presenter: Daniel Green Date of Village Board Action: N/A INFORMATION The Village has been evaluating sewer service options for the property identified as LSBT0193.017. The Village engineer reviewed multiple scenarios for connecting the parcel to the municipal sewer system. All feasible configurations require installing a force main to reach the existing gravity sewer—either on Bramble Drive or Golf View Lane. Additional alternatives were considered, including reconfiguring sewer mains on Carberry to achieve a lower connection point to the gravity sewer on Golf View, as well as extending gravity sewer along Townline Road to Wooded Hills Drive. Both options were determined to be either cost-prohibitive or technically impractical. A recent perk test conducted by the potential buyers indicates that only a private septic system supporting a three-bedroom home would be permissible on the site. With this information, the Public Works Committee should consider the following options: Option 1 Extend the existing 8-inch sewer main 400 feet east along Bramble Drive to allow direct lateral connections. This would include installing a force main and a shared grinder pump within the right -of-way for lots 7, 8, and 9. On Golf View Lane, lots 3, 10, and 11 would receive 4-inch laterals tied into the gravity sewer south of lot 12, served by a shared grinder pump. The estimated total project cost is $264,270, to be assessed across nine homes. Option 2 Install only a 4-inch sewer lateral to lots 3, 10, and 11 on Golf View Lane, with a shared grinder pump for those three properties. The estimated cost is $79,800 , shared among the three benefiting owners. Option 3 Allow the developer to install a private lateral to the existing main, along with a privately owned grinder pump. This option provides sewer service without cost-sharing among neighboring properties but places full responsibility for installation, operati on, and maintenance on the homeowner. The Village should require the force main to be installed within the roadway and ensure all road repairs comply with Chapter 4.08 of the Village Code. Option 4 Determine that the property is not serviceable by municipal sewer. In this case, a septic system could be permitted; however, the private system allowable on the site would not meet the needs of the current potential buyer. Feet0 Notes: 135.58 Waukesha County GIS Map 8/17/2021 The information and depictions herein are for informational purposes and Waukesha County specifically disclaims accuracy in this reproduction and specifically admonishes and advises that if specific and precise accuracy is required, the same should be determined by procurement of certified maps, surveys, plats, Flood Insurance Studies, or other official means. Waukesha County will not be responsible for any damages which result from third party use of the information and depictions herein, or for use which ignores this warning. Printed: Legend Municipal Boundary_2K FacilitySites_2K_Labels Lots_2K Lot Unit General Common Element Outlot SimultaneousConveyance Assessor Plat CSM Condominium Subdivision Cartoline_2K <all other values> EA-Easement_Line PL-DA PL-Extended_Tie_line PL-Meander_Line PL-Note PL-Tie PL-Tie_Line Road Centerlines_2K Railroad_2K TaxParcel_2K Waterbodies_2K_Labels Waterlines_2K_Labels 1st floor: 951.46 1st floor: 951.09 1st floor: 948.08 1st floor: 950.78 1st floor: 955.1 1st floor: 959.47 1st floor: 958.31 1st floor: 959.75 MH 1 RIM: 949.98 MH 2 RIM: 958.00 949.34 952.88 950.93958.14953.21 947.44 945.86 Lisbon Sanitary District Preliminary Estimate of Cost for Sewer Service Bramble Dr & Lisbon Rd Intersection Area Date 8/18/21 Revised 12/29/25 Summary of Work & Project Costs for Overall Area Quantity Unit Item Unit Cost Item Cost 400 LF 8" San Sewer $120.00 $48,000 1 EA San Sewer MH $6,600.00 $6,600 365 LF 4" Sewer Lateral $75.00 $27,375 2 LS Simplex Grinder Pump Sta $16,000.00 $32,000 510 LF HDPE Discharge Line $75.00 $38,250 1 LS Street Restoration $50,000 1 LS Misc Restoration $18,000 Engineering & Contingencies $44,045 Total Estimated Costs $264,270 Note For Duplex Grinder Pump Station add $15,000 per installation NR 110 Code allows 3 homes to be connected to a simplex pump station Station pricing includes basic controls - SCADA costs are not included Summary of Work & Project Costs for Lots 10, 11 and 3 Only Quantity Unit Item Unit Cost Item Cost 140 LF 4" Sewer Lateral $75.00 $10,500 1 LS Simplex Grinder Pump Sta $16,000.00 $16,000 240 LF HDPE Discharge Line $75.00 $18,000 1 LS Street Restoration $12,000 1 LS Misc Restoration $10,000 Engineering & Contingencies $13,300 Total Estimated Costs $79,800 Lisbon Sanitary District Preliminary Estimate of Cost for Sewer Service Bramble Dr & Lisbon Rd Intersection Area Date 8/18/21 Bramble Dr - Gravity Sewer Extension MH1 949.98 941.38 8.6 depth 580 ft extension to east(trial indicates insufficient service depth) 0.4 % pipe grade New MH at Intersection 950.93 Rim 943.80 IE 7.13 depth 951.09 1st Floor Lot 9 7.29 Above Sewer 948.08 1st Floor Lot 8 4.28 Above Sewer 950.78 1st Floor Lot 7 6.98 Above Sewer Gravity Extension from MH 1 East to Intersection Is not feasible 400 ft Gravity Extension from MH1 east to west line Lot 6 is feasible to serve Lots 4, 5, 6 on north side and Lot 1 on south side New MH in Bramble Dr at west Line Lot 6 956.4 Rim 0.9 % Pipe Grade 945.08 IE 11.32 Depth 959.47 1st Floor Lot 5 14.39 Above Sewer 955.10 1st Floor Lot 6 10.02 Above Sewer 958.31 1st Floor Lot 1 13.23 Above Sewer Gravity Extension from MH 2 North on Gove View Ln is not feasible Grinder Pump Station Service Lots 7, 8, 9, 10, 11, and 3 to be served - six total NR110 code allows for 3 homes to be served by a simplex pump station Areas not feasible for gravity sewer could be served by two stations Grinder Pump A - To serve Lots 7, 8, and 9 pumping to new MH Grinder Pump B - To serve Lots 10, 11 and 3 pumping to MH 2 MEMORANDUM Committee/Board Public Works & Utility Committee / Village Board Topic: Request for municipal water: AMHC Management From: Daniel Green Department: Administration Presenter: Daniel Green Date of Village Board Action: N/A INFORMATION American Mobile Home Communities Sussex, LLC —the owner of Willow Springs —has formally requested municipal water service for its property on Townline Road. In their request, they outline ongoing PFAS contamination issues affecting wells #2 and #3 on the sit e. A discussion took place several weeks ago between the Village of Lannon’s water engineer, the Village Administrator, and Mr. Shechtman regarding the feasibility of extending Lannon’s water system to serve this location. Extending water from Lannon would pr ovide the nearest point of connection, and all associated extension costs would be paid by the mobile home park, supplemented by any grants they have applied for. Mr. Shechtman is asking the Village to consider this option and is willing to provide a $5,000 retainer to cover preliminary engineering work by Strand. This would allow Strand to further evaluate the extension concept and develop a more refined scope of p roject costs and preliminary design considerations. Providing municipal water to this area would resolve a long-standing PFAS contamination issue at the mobile home park. It would also bring water service adjacent to a nearby undeveloped parcel (McLaughlin), which has been marketed for some time. Requested Action Village staff requests authorization to proceed with Strand for preliminary design and engineering related to a potential water extension from the Village of Lannon, based on a retainer agreement with the Village of Lisbon. Attachments: AMHC Management request letter Village of Lisbon, Waukesha Co, WI San Sewer Extension Situation for Developed but Unsewered Residential Areas 3/17/25 NORTH 1 - - -iArea 1.:. Longview Road Ext. Extension is feasible, bedrock removal is anticipated Area 38 = Tamarack Road Gravity sewer extension is feasible, but sewer is shallow in area of Plainview intersection. Bedrock removal is anticipated. PLAINVlEU Area 3A = Plainview Road Gravity sewer extension is feasible, however existing sewer is at minimum grade and is shallow at Tamarack Road intersection. Bedrock removal is anticipated. EASEMENT (41 I (201 EASEMENT PLAINVIE\J RD. TO INTERCEPTOR /1<c LIFT STATION NO.I (� EAS[MENT PLAINVJEU PKUY. �OUN LINE RD _ _ g Hills Drive Gravity sewer extension is easible. Bedrock removal is anticipated. Original Sewer Plans used to show possible sewer extension situations for areas highlighted. Area 2- Dubnicka Drive Ext. Gravity sewer extension is ; feasible, however last lot to be served requires a grinder pump to reach Dubnicka Drive. This was looked at a few years ago. 3 ONE 4 ONE 5 ONE ONE 6 ONE 7 ONE ONE 8 ONE ON Q ONE D p s I\ F " 1 L t ( \ .,_ ------.._ \ -------1�,.P l. ·---...... ,) CONC. 970 965 960 955 950 945 1--· 0 I-- /-.. § BIT -- I - I -- -- Hr DELETEJ FROM C NTRACT ::---, I 1 _j __ , • -! - • 930 t I I --+---1--- j l 19+00 20+00 21+00 SCALE, HORIZONTAL VERTICAL 1· 1· NO. DATE 50' 5' 22+00 REVISION -ll1 ==- DIGGERS HOTLINE \ WISCONSIP<f -,_ 1-soo-2•2-s:m MILWAUKEE METRO· 3H-Slll ALL UNO[R!jR()!ft,10 STRUCTURES AND UTILITIES HAVE BEEN SHOIJN TO A REASONABLE DEGRE[ or ACCURACY AND IT SHALL BE THE CONTRACTOR'S ifESPONSIBILITY TO V[Rlf'"Y THEIR C'uc,T LOCATIONS. 1 PROP. HH 1 -15 •• STA. 29+75 (l□ NGVIE\J RD.) STA. 11-1-50 (NORTH ESMT.> PROP HH 1 -67 STA. 25T90 'P�£nd ""' . 6,.(;' �-,,:_.-ROAD - - '-, RECORD DRAWINGS DECEMBER, lltOCI LATERAL DEPTHS SHOWN ARE APPROXIMATE. ACTUAL DEPTH AT THE PROPERT'f UNE MUST BE VERIFIED BY LATERAL CONTRACTOR PRIOR TO INSTALLATION OF LATERAL. .. � Z.JS.S ACE&. 180.�: EX. BIT. PAV'f 8' a· POLYVINYL CHLORIDE S(\l[R PIPE. ASH! D-303-4, SORJS, Cl.ASS 'B' B(DDING SP□Jl BACKf'JLL PER SPCCJrlCATIONS PROP. MH 1-22 STA. 22+35 <TAMARACK RD.> STA. J+OO <SUSAN PU 15.J.S' 14' PROP. MH t,-24 STA. ◄+25 ��:;�·! ,__ __ ,___�-,--- -p25' .__, __ -J---J�.i l+---+----.,,---+---+---+----+--_;;_...;._-1---,.-4- I ·-j-I • --1 ! I--1 1 I I +---+--+------1-,---1- +---.. t ! EXI�ING..CDlTqLINI: �[)f""l�E I l i l I l I 23+00 ;---- I . i . LI f I t '. . _- t -1 ·-· --·- +---+-; ---!,-----1----1--"'" ·----+---+--I· ""i "'=--k:::--4---4---4,---!------'--l-.1-...j...---l -t-------1--4 ; ! -� r -, --1- -1--- -1- -1· t 1 * , _j i + f J -+�-- -·-·- t---4 - ;.. ➔ t t I l i f ; t ➔ � t- 1 t J t I 24+00 25+00 26+00 27+00 28+00 29+00 2+00 3+00 4+00 DRAVN BY PAR CHECKED BY "'" PROJECT ENGINEER MA�K MA[D(R[R LDNGVIE\.I DRIVE STA.19+75 TD STA.29-+75 CONTRACT ND. I SUSAN PLACE STA.1+00 TO STA.4-+25 C□NTRAC T NO. I LISBON SANITARY DISTRICT ND.I SANITARY SEVER COLLECTION SYSTEM JOB hO 88-17-13 DATE .II.IN[ 1988 [---, N82!.-y IJ22689 .. ,. [. ____ _ 970 965 960 955 950 945 940 SHE£ 7 Area 1 - Longview Road Ext. \ 930 925 920 915 910 90 \ 9 PtmP. tit I 5 0•00 IOUUNICKA Oil. l 100•?1.> lPIAlNVIIU l "KUY.J t ftF��!if �e '.'.'1' � j '1 0•00 � �. al �I u. • tll :I:_ � D£lAIL &+oil. ◄8 ' ' ------- 6 ' . SCAIE, H0R\l0NTAL 1- • 5Q" VERTICAL 1� ,._ 5' RECORD DRAWINGS DECEMBER, JIN LATERAL DEPTHS SHOWN ARE APPROXIMATE. ACTUAL DEPTH AT THE PROPHTY LINE MUST BE VERIFIED BY LATERAL CONTRACTOR PRIOR TO INSTALLATtoN OF LATERAL. 0 Pl<tWOSI I) e .. SAN I I ARY rn WI ,� o· Poi.r,1N1_ C:HlOI IOE ,{\/IA f'lf·l A,>111 D J0J4, 60RJ!5 . Ct.AS� "9" 8f[l(,,i,,, <;'Iii 8ArM ILL PEA "E Cl�tC,.IIONS F'f�OPOSE D ll" r Ol�CI MA IN fl" •' 50 OllCTllf 11-lt,t, Plf'E l</f>Qll CLJiSS "8" &OOINL; r'Oll. BACIO ILL P(R SPECIFIC:AIION 01ST. GRANUL A BACKFL ,. oisl .- :: ] -EXISTING t;Et1TE11LINL Pt<J]L[ ,- . ---- �-,.____"- � ft/ft O.OIJ.11 • 5' RISER N -----= \, IDISU.!IMC [ltl;lt€lllS 8+00 i � � i � � 9•00 l'HOf'. I It I t.TAflUN NO. I SlA. O•'ICJ l�t UI H 10 I II I Slf ur [All �;1u:11 NU.!11 90' IIJ Oi NO 1 1 (> M x ◄ M RI 0 1 10 1 00 [� 1ST !NI PROFILE OVER r .M. C\/1-£FI£ O!ff[R[NTl 11 •00 �,,.,,1uro I I I I I DICl,I Hfi H0IL/Nl 11l$Cut.�.u, I 600 ·2◄,·•8511 11lLIUIJll.lE M(TRQ 3U 5111 Al YIC f' r'JJ\C> Sil U. lif([ � Ar,() I UT II. l TIES HAYE mu, S1-iO\/r, ... R[ASC!l�BU 0£GRlE OF ACU.Jf<Al Ar•D I! 5HnL BF THf. CONTIU( 0 lUR" I RESPO"<'5[8!l! Tl TD Vl RIFY THEJFI E'.XACl LX:AT f.;'-1� S�U�R 10 I If T Sl AT ION Area 2- Sewer extension could be built as shown on plan, however only property to be served by this extension would require a grtnder pump • This was looked at in the past. PROPO�[D o� SANI lARY Sf-\.llR CONTRACT 0•00 1+00 DUBN I r,KA nR 11,� 1 1cona.., ' Area 2 - Dubnicka Drive Ext. 970 965 960 955 950 945 940 935 I JI r I ) I l I I l I i=i1 �I 61 Cl'.'.j 'SBll I :31 wl -1 >( z -1 :51 o_ I l Il I ! I I i t l I l I 1+00 SCALE· r 1 ! �: .,, :,t ��;� I i: � l'. �1" .. t$ .,,u.z.� �i�� 2+00 HORIZONTAL 1· VERTICAL 1· 50' 5' 3•00 NO. DAI[ DIGGERS HOTLINE IJISCOHSIN 1-800-2"42-8'511 HIL\JAUKEE METRO )U-'5111 0 __..,, PROPOSED 8" SANITARY SE\,/ER 8" POLYVINYL CHL□l?IOC S[\l[I? PIPE ASH! D-3()3-4, SDRJS, CLA'..i. 'B" BEDDING SPJIL BACt:FILL PEI? SPECJrlCATIONS +oo.11· -41lB- ---;--�-----'-- I + j l l C>l'.�TING CCNTCRUNC Pl,!Qf';ILE I • i 1 i ' ' 4+00 REVISION l - j 5+00 DRAVN BY ... l Ii I 6+00 CH[Cl!:ED BY "'" PROJECT ENGINCER MARI< KA(D[R[R t 7+00 ALL UNDERGRCJJND STRUCTURE;$ AND UTILITIES HAVE BECN SHO'w'N TO A REASONABLE OCGREE Oi ACCUQACY AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO V[R!rY TH[IR EXACT LOCATIONS .. t- I � ! I r r j I � I " I -r g� I • "'*!I£� �"! I r ei: 1:vi ' �� !� 8+00 9+00 r '----,-------1: l iii� I•OO RECORD ORAWIN<.S DECEMBER, 1990 LATERAL DEPTHS SHOWN ARE APPROXIMATE. ACTUAL DEPTH AT THE PROPERTY LINE MUST 8£ VERIFIED BY LATERAL CONTRACTOR PRIOR TO INSTALLATION OF LATERAL. I ,..- 0 11 I \ �226 /l 8041 "---. I PROP□S D' 8' S NITARY ' • POL:YV!NYL CHL'.ORJD( SC'JCR P!PC. A �l�i!��t�°i� CL S���6'��� NG I I \JZC6 I N8019 __..,, :sE\JER 1 • o.a.o�•, � ftftt Downstream sewer is at minimum rade t :I ! a � w >,_. O'.'. p -:i w S': L'.) z D __J 2+00 3•00 4+00 5+00 6+00 955 950 945 940 Area 3A - Plainview Road 965 960 955 950 945 940 935 I i I ;I l/ ,P .., RB ,,_. P _, . �•1 ,_, , ._' ., ' ,.. •--- ... Sf 6 73 (l 1 1 R•EI( RB) Sf I 10 (PL UP'{[ 1 REI) r::i I Cl'.'. 3 iw I > I z I <I i _J I0... I i I I i � - -......----- ;;; � �! ..--- -.....,_ ,;.,, \ " ',,/,'c. '16 \ J GP "-- __,, at minimum grade to intersection with Tamarack Road. .;. Plan grade shows sewer approx 8 ft deep in street providing marginal sewer service for adjoining lots 6+00 7+00 8+00 SCALE, HORIZONTAL I' 50' VERTICAL I' 5' liRA\IN BY ,., 11+00 CHECl<ED BY PROJECT [NGINE[R -ll.,==-- \ ( \ CO NC \ '-.1221 l 1,1,_.-7 J N8050 J �06';__,, i--. y \ BIT \ CONC �227 N81i6 ..._.,.,,.. 0 \ J PPOP□SED 8' SANITARY SEw'ER RECORD DRAWINGS DE EMBER, 1990 8" POLYVINYL .!-L□PlDE <;[l.{fl? PIPE A:T"! D-Jt:J4 ,01r 11. 'Ii· BEDDING �P□IL BAC,fll Pfl• ,P!: :If'"l(ATIONS 0 I ..--­ "i/27 -�J�S \ ..--- "' ...______ f \ ',/i27 N 63 J CONC '-...._ __,, PROP. MH 4 -4! ,,,tAcL LAT(IIAL � STA. 16,.90 (TAMARACK RD> �, ,,. LOPE rr �� STA. 1+00 <ROLLING HILLS DP.> _J _J D Cl'.'. ". r ['' 1;,,�e.ep6ol-",.,, PROP MH 1-23 /9(Hi' \ "2£7 _r-4112 STA. 18+75 DIGGERS HOTLINE 'w!SCC!.SIN I· a� -i'.4i'.• -<'511 "IL\./'"'lft.[[ Ml nm 344-5111 A'-L UND[RGl10UND STRU�TL -1( AN'. UTILITIE� HAV[ BEEN S.HO\,'N TQ A R[Ai0NABL[ D[GP[[ Of AC":L,t,>Ac AND IT SHALL BE THE CON'RAClOli' i;>[SP0N";IB!LIH TO VO'lrY � P [•P.1 I [Y ATl[1N' __ __,_ ___ .._ __ �__,Grade of sewer shown on I-\"-,�-i---;:::::l:z::::.=::::::±===-=:- l 12+00 13+00 plan could be due to bedrock. to south invert. 'DELETED FROM CONTRACT� l • : ,i 14+00 15+00 16+00 17+00 TAMARACK ROAD ST� 6+73 TO STA. 18+00 CONTRACT NO J at minimum grade from Plainview to this location, sewer would .. be 14.13' deep. Rock could be an issue however. 18+00 19+00 t- LISBON SAN IT ARY DISTRICT NO.! SANITARY <.E\,IER COLLECTION SYSTEM 970 96'> 955 950 945 940 H [T N.] cc Area 3B - Tamarack Road PROP. MH. 4-48 4l PROP MH 4-41 STA3+65 � STA \+00 <ROLLING H ILLS D $TA !6+90 <TAMARACK RD> �ODeep 1 ,, .• •• ' J'.,.'\'- ,� 965 960 955 950 ·�� \. '�� ' ,I'<"(':\ /' �� 1�,. ";7,'f) "'l. � 2,), \Ne:>3 .O : ' ·r uo.�.2· \ � - ��.}���\;.��] SEv/ER � I , IIIISTH D-303� SOR35, Cl;ASS "II" BEPD!NCr i J GRA�AR � sPllL 11.-.ckn Lt PCR sPEcf 1l"'110Ns .. ! f • I rn$nNO "";""" e,onul l [ 11.''"'" i 'T[t:" "'''"I 1+00 :o.OOJ6 ; '.�ftth t t 2+00 ;_ SCALE• HORIZONTAL 1· so· VERTICAL I' 5 ' i I 3+00 t I I 4+00 RCVISION S 1/'[_!IDl�N_HIJNSI. ATIIIW.. llELUtD"'°"'COHTl'll<CT Bil I- ... f ... � - 9+00 10+00 CH(Cl'[DBY MARIC HA(OCRCR L I- . 11+00 t ! t- 12+00 PROP. MH 4 -43 _,,,,,/ STA. 14+17 � 13+00 14+00 DIGGERS HOTLINE VISCIJNSIN 1-800-242-8'51] HIL\ofAUK[( H(Hi'O 3.U-Slll 12+16 <PLAINV!Ew' RDJ Area 1:: ____ + ___ J Ample grade for gravity -I sewer, however rock could be an issue. Ample grade is available to install sewer deeper but rock removal is anticipated. 15+00 16+00 17+00 18+00 ROLLING HILLS DRIVE LISBON SANITARY DISTRICT NO.I l+OO TO STA ��tio:C/�� i9'17 TD STA 17'22 SANITARY SE\JER COLLECTION SYSTEM 955 950 945 941) 935 930 Area 4 - Rolling Hills Drive