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HomeMy WebLinkAbout040-1295-20-000 c o; 3m o C CD i U) � 7 Z O N � � tD ? `C • (D < N O O W ` IV O Fri A a M 7 cN, N ? "D 00 N p N c 7• w 0 O C O 0 C 1 N N = N D = Cn r� I O O cr N O (DD C (D O A7 rn 3 Ui w c C C n o T v D m a w (D A 0 CL CO 3 a : w O CD :Tl OZ co 00 �1 a 0 o a U) n w w c » Q 5 a 3 �r CL j o� 00 ' N O a 3 N N N a v `/Q v v o c o v m ro y ti M W N•• � CL M N N I Z CD D D D w O O c6 o ? a l�r. `D CD ID w C. a CD _ - cn A a d j' z 0 0. W T m N CO eD � _ w Z I p '► � I � A A � 0 N N O O T ID ID 7— C v C E p O Z d 0 O O a 0 N CD nO O 7 a O N 25 0 CD cn ty CD @ � w O O j 0 7 O "o N M Q1 t0 a CL 0 y O 4 y L N fD 3 D c I 3d� a S a tA ts, O ti CD CD CD n �r Wisconsin Deparrnent of Commerce T PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 420743 0 GENERAL INFORMATION (ATTACH TO PERMIT) P ID No: s ta Personal information you provide may be used for secondary purposes (Privacy Law, 5.15.04 (1)(m)]. S 3 22 s T-044v • /4 Permit Holder's Name: city Village X Township Par al Tax No: JTB Properties LLC I Troy Township 040- 1295 -20 -000 CST BM Elev: 1nsp. EkM Elev: 1 BM Description: 11 L Sectionrrown /Range/Map No: Po s t -a �. G ST g O' 19.28.19.1694 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic cam. Benchmark l2ss • f o t D, l j t n� • o Dosing 1 Alt. BM , - Zo 90.10 Aeration Bldg. Sewer d Io.10 / x'.08 Holding St/Ht Inlet iRt 1 1o• g�E -93 TANK S TBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic 2 ., 21 I �^ Dt Bottom �� �Iq yo Dosing �! / 1 t Header /Man. Aeration Dist. Pipe •30 sv 2.3� tid t. Holding Bot. System �� a 5 b� •�or Final Gra e u PUMP /SIPHON INFORMATION wig( + Do A& Manufacturer Demand St Cover _ GPM Model Number �`� p TDH Lift Frictic— System Head TDH J Fit Ito `-E• b ° `>f• Sao t° f Lao -o Forcemain Lengt h ` Diaz it Dist. to Well SOIL ABSORPTION SYSTEM 33 3 • 3.qo R—•�- '� BED/TRENCH Width t Length t No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS t 12.1 ' SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEA tNG nufacturer: INFORMATION CHAMB Type Of System: t � It — G �Ir . 5 t ~ l T �� IT er: DISTRIBUTION SYSTEM P Header/ anifold Distribution x Hole Size �� _77 — Hole Spacing it Vent to Air Intake ,�� Pipe(s) t! �,( Length Dia Length is �— Spacin S U / SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes No 0 Yes No COMMENTS (Include code discrepancies, persons present, etc.) Inspection #1 t 3 Inspection #2: T'T" ttV� Location: 354 Mitchell Rd Hudson, WI 40 6 (SE 1/4 SW 4 T28NR Tr( ��' us Valley Estat�s Lot 2 Parcel No: 19.28.19.1694 1.) Alt BM Description = , of e (4� � J "� 2.) Bldg sewer length 3 - amount of cover PU4,j �` � ( ��k 140 . Plan revision Required? Yes No Use other side for additional information 01 2�_�J* D3 ! L _ _�'� "'" SBD -6710 (R.3197) Date lnsepctor's Signature Cert. No. Safety and Buildings Division County _ < M 201 W. Washington Ave., P.O. Box 7082 /C �scnnsin Madison, WI 53707 — 7082 Sanitary ' trait Number (to be filled in by Co.) Department of Commerce (6 261 -6546 2 Sanitary Permit App ' P lan LD. Number In accord with Comm 83 us .21 e, Personal f E Wis. Adm. Cod T S may be wed for secondary purposes Privacy La , s15.04(1 xm) ject Address (if different than mailing address) I. Application Information - Please Print All Information M A R 1 ! L 1 I 1 � 3 o s 1`7 i I f r_ Property Owner's Name ST, C R U 1 X k u w Parcel # Lot # Block # ZONING OFFICE --�� Property Owner's Mailing Address Property 11 - e B City, State , zip Phone Number S (J v, `sLl Section 4_ T ZO N; kr (c E W ` 7 II. Type of Buildi check all that apply) or 2 Family Dwelling- Number of Bedrooms —'Subdivision Name CS !mbar ❑ Publicl Commescial - Describe Use ❑ State Owned - Describe Use In ' X 1 -C Yu ❑City ❑Visa owus* or III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. )&w System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System: Check all that apply) e.Q f1 - tn7 ❑ Non - Pressurized In -Ground ❑ Mound > 24 in. of suitable soil ❑ Mound <24 in. of suitable soil At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑Pressurized In Ground ❑Holding Tank ❑Peat Filter ❑Aerobic Treatment Unit ❑ Rmircuhuing Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel - less Pipe ❑ Oil= (explain) V. Dispersal/Treatment Area Information: Des yp (ggi) Design Soil Application Rate(gpdsf) I Dispersal Required (st) Dispersal Area (st) TSystern Elevation Z G 2 'O VI. Tank Info Capacity in Total Number Manufadnrer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanker Tanks Septic or Hokling Tank x Aerobic Treatment Unit 9 Dosing Chasaber VII. Responsibility Statement - 4 the undersign me responsibility for Installation of the POWTS shown an the attached plans. Plumber' Name (Print) Plumber' i MPlNIPRS Number Business Phone Number P)umbees Address (Street, city, State, 7j") VIII. Coun artment Use Onl Approved 1 ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date issued Issuing ignature (No S ps) Surcharge Fee) _ n p ' ❑Owner Given Reason for Denial 32 S � �k^'r -rn �J IX. Conditions of Approval/Reasons for Disapproval OA CAd r�nit , l�s r'tC &Ji °24lQ S s ten^ - W - h complete plants (to the County only) for the system an paper not less than 81/2 x 11 inches In size I D -6 I SB 398 (R .08/02 i �t. Propert L.L .C. P LOT PLAN 1 14 SE 1 14 19 ADDRESS 3040 WO Dr. Woodbury Mn 55 /T 28 N/R 19 129 _ W TOWN Tro y COUNTY ST. CROIX AVRS Shaun Bird 226900 CONVENTIONAL, 3/8/03 AT -GRADE DATE BEDROOM 4 )0OC CONVENTIONAL LIFT MOUND SEPTIC TANK SIZE 9 ons HOLDING TANK 1255 all LIFT TANK SIZE HOLDING TANK SIZE DOSE TANK SIZE 765 LOAD RATE .5 ABSORPTION AREA 1210 BENCHMARK V.R.P. To ebar # of chambers none ❑ BOREHOLE (DWELL ASSUME ELEVATION 100' Filter Zabel A -100 -� 'H.R.P. NW Corner of Property Property Line SYSTEM ELEVATION 101.0' Grading is to be done to divert run -off away from system 102' .i 180 101' 10 B.M Area 15' below B -3 ® , [� Alt. B.M. 70 /b Slope system is to remain •� undisturbed C �l1 0 Tanks are to be v, P Pro 4 Bedroom Properly bedded and m % house provided with c AF' ° lockdown covers with r ` appproved warning w r labels Rf Well is to meet all setbacks found in Comm. 83 Town Road Scale = 1 /4 11 = 10' Safety and Buildings 10541N RANCH ROAD HAYWARD WI 54843 TD #: (608) 264 -8777 erce iscons n www. www.commerce.stateml.us/sb wisconin.gov Department of Commerce Jim Doyle, Governor Cory L. Nettles, Secretary March 13, 2003 CUST ID No.226900 ATTIC- POWTS Inspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING, INC ST CROIX COUNTY SPIA 1008 192 ND AVE 1101 CARMICHAEL RD NEW RICHMOND WI 54017 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 03/13/2005 Identification Numbers Transaction ID No. 845322 SITE: Site ID No. 656 J Properties LLC Please refer to both identification numbers, Cth F above, in all correspondence with the agency. Town of Troy St Croix County SWIA, SETA, S19, T28N, R19W FOR: New ft gi a e syste , 600 GPD Object Type: T System Regulated Object ID No.: 894536 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. �•' The following onditions shall be met during construction or installation and prior to occupancy ,(1 ±� g g p P Y or use: General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "At Grade Component Manual, SBD- 10570 -P (R.6/99)" and SSWMP Publication 9.6, Design Of Pressurized - - Distribution Networks For Septic Tank- Soil Absorption Systems. t� • In the event this soil absorption system malfunctions so as to create a health hazard, the property owner follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described the At Grade Component Manual are complied Note • For equal distribution of effluent, the spacing between the last 2 orifices should be the same or close to the same as the rest of the orifices. With this particular design, an orifice in the center "T" of laterals will provide equal distribution from all orifices. Reminder • The orientation of the at grade system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the at grade per At grade Component Manual. • Surface water drainage shall be diverted away from the system area. • Materials shall conform to the requirements of COMM 84. • Maintain well and waterline set backs per COMM 83.43(8)(1). • . SHAUN R BIRD Page 2 3/13/03 A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation /operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, op ation or maintenance of the POWTS. Since. Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 .WM Patricia L handorf POWTS Plan Reviewer , Integrated Services WiS14IART code: 7633 (715) 634 -7810, Fax: (715) 634-5150, M -F 7:45 am - 4:30 pm pshandorf @commerce.state.wi.us cc: Leroy G Jansky , Wastewater Specialist, (715) 726 -2544 I Cover Page Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715 -246 -4516 Date: 3/8/03 Owner: JTB Properties L.L.C. Location: Lot 2 Trebus Valley System type: At -Grade Manuals Used: At -Grade Component Manual version 1.0 SBD 10570 -P (R.6/99) SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST- SAS (01/81) Page# 1. Cover Page I.T.S. 2. At -Grade Plot Plan vtpa ly 3. At -Grade Cross Section 3 4. Pipe Cross Section /Pipe Layout r E B G� s 5. Pump Chamber Cross Section 6. Pump Curve S OND 7 -9. Maintance and Contigency plan ��53 10 -12 Soil test Shaun Bird Signature License number 226900 3/8/03 PLOT PLAN PROJECT JTB Properties L.L.C. ADDRESS 3040 Woodbury Dr. Woodbury Mn 55129 SW 1/4 SE 1/4S 19 /T 28 N/R 19 W TOWN Troy COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 3/8/03 BEDROOM 4 CONVENTIONAL AT -GRADE XXX CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 1210 # of chambers none BENCHMARK V.R.P. Top 3/8" Rebar ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE (DWELL :H . R . p . NW corner of property SYSTEM ELEVATION 101.0' Property Line Grading is to be done to divert 102' run -off away from system 180 B -? 101' B 10 0' A B " 'Area 15' below 3 7% SlopLel system is to remain D Alt. B.M. undisturbed -v Tanks are to be m cn properly bedded and Cn Pro 4 Bedroom provided with House lockdown covers with 0 appproved warning `D CD labels r Well is to meet CD all setbacks found in Comm. 83 Town Road Scale= 1/4"= 10'--- L > 5 B >5 i+�e -- PYC FGt�GE.MAI tit 2:51 021 ' TuRN� - ----- T - - - __..._ ..._.._.... 1 _..._ _.....r..r...._.._ --L -. t- DssrsRt&1TIOQ LAT&RAL y EA sn%wL1 z 8.o o1?) mmATIOM J— L— O . >5` 1/6 B 1 /6B dm 1/2 B A Ft. L ' L Ft. CELL of %L ' �' %Z A.&WtE.C.A•T vJ r. 1 3 Ft. AtfMaVEb S'YMTOEM Fabric Distribution Lateral STAFI 1 1r,b Observation- -- --,.,_ Soil Cover v Well 2" • 1 i 6„ Zi dl Pt.e�lEO L gYeR �5` A ~ ' 5 - 7- S LO PE Plsn Viecw and Cross Se atior. of Wisconsin At -grads Unit- with a Single Absorption Area on a Sloping Site Distribution Pipe Detail For Two Lateral Network ACCESS Box 48 TuKM -uP" (CLEARou - 0 Holes locaftd On Bottom. Are Equally Spaced PVC Force Main * Y X� PVC Distribution Pipe - p P * Last Hole Should Be Next To TLLR14 UP P Ft. Hole Diameter 5 130 Z Inch X Inches Lateral Diameter 2 Inches) Y Inches Force Main Diameter Inches # Of Holes /Pipe Invert Elevation Of Laterals - 101_.5 Ft. Signed: License Number: Date: • Mace ter SEPTIC TANK I PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS 411 CI VENT PIPE 12" MIN. ABOVE GRADE 8 W E A TKRPR00F 2: 2S' FROM DOOR, WINDOW OR JUNCTION BOX APPROVED FRESH AIR INTAKE WITH CONDUIT MANHOLE COVER W/ PADLOCK 6 FINISHED GRADE --- WARMING LABEL .14 4" MIN. �K 28" IN. y + C•Z. 4�ERdMroa ar.D. ntf WIC INLET + i' WATER TIGHT SEALS GAS + TIGHT + ED FILTER -- A SEAL JOINTS WITH APPROVED --#— ALM APPROVED PIPE PIPE 3' -� - OH 3' ONTO ONTO SOLID � C SOLID SOIL SOIL PUMP OFF ELEV .AFT. ---- OFF D 3" APPROVED BEDDING UNDER TANK ( - 7 G PAD SPECIFICATIONS SEPTIC / DOSE TANK MANUFACTURER: � NUMBER DOSES PER DAX : �•• TANK SIZES SEPTIC 1 SS GAL. DOSE VOLUME INC GAL 77 DOS GAL. ALARM MANUFACTURER: ,Ia f- CAPACITIES: A = (::I;,?--S'INCHES = ,/ GAL - MODEL NUMBER: - D �. ✓ g = .2 INCHES = 3 14 GAL - SWITCH TYPE: �„ ..--.— PUMP MANUFACTURER: C = _ �� S INCHES = _ J -7 . MODEL NUMBER: _ D = 6 INCHES = U L- GAL. SWITCH TYPE: _ — . --•- -- REQUIRED DISCHARGE RATE GPM - PUMP E ALARM WIRING AS PER ILHR 16.23 WAC VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE • FEET + MTNIMUM NETWORK SUPPLY PRESSURE .'�• •FEET + FEET FORCENA-IN X Lj FT /100 FT. , FRICTION FACTOR . 3.9FEET SCE TOTAL DYNAMIC HEAD = FEE' �( INTERNAL DIMENSIONS OF PUMP TANK: LENGTH f ' ; WIDTH 6 DIAMETER � TE LIQUID 6'& H -- . SIGNED: LICENSE NUMBER: DATE: 1/88 r I TOTAL DYNAMIC HEAD /CAPACfTY PER MINUTE HEAD CAPACITY CURVE EFFLUENT AND DEWATERING MODEL 152/153 MODEL 152 153 �' 50 Feet Meters Gaf. Liters Gal. Liters 5 1.5 69 261 77 291 153 10 3.1 61 231 70 265 12 152 15 4.6 53 201 61 23i X323 167 52 197 X 30 129 42 159 cv 8 87 33 125 0 -- 22 85 20 -- 11 42 0 4 Lock volve. 38.0 Ft. (11.6m) 44.0 Ft. (13.4m) ONOW 10 0 20 40 60 80 1 UU GALLONS 61/4 LITERS 320 _ 4 5 s 0 80 160 240 3 27/32 I FLOW PER MINUTE . 3 27/32 CONSULT FACTORY FOR SPECIAL APPLICATIONS _ • Tired dosing pane3s available. • . ® 3 27/32 • Electrfcat eltemakors, for duplex systems, are avaflable and suplied with an afaum. • Variable level control switches are available for kxxitrafling single phase systeims. float sv are ava�ble for variable • Doubt piggyback variable level � WW long and shat cycle kxaitrols. See M420. • Sealed t3Wik43ox avahtle for'outd= installations. • Over 13VF. (5CC.) speaaf quotation required. i 12 1/8 1521153 Series 5 1/8 =Mom V— Mo de 1 2or3 K52 115 1 aN1 &5 Yiduded 2or3 WON 52 115 1 Ndo 2or3 n 4 l4oa .3 1 Aup 4.3 kckded 2or3 10.5 1 2or r GUIDE Auto 10.5 loduded 2or3 Non 5 3 1 2or 31r ile level RDat Auto 5.3 included -- !or 3 sa IdL Refer to FN10477. a cAUTfoN Z See FW712 for correct model of Eleidrieal Ahw ator E - Pak. All i obapti a of coalmis. p Luca a drAw ad �9 sbouid be done by a quaffed 3. Variable level control swACk 10 0225 used as a can6d at5hrabr, specgy duplex ( banned electrician. All decftkal WA $afety coda ebOWd be blwmd Ad l system ati or (4) float system me omWEkcirkCodeWganddwOmapab=M RESERVE POWERED DESIGN For unusual co+iditions a reserve safety factor is engineered into the design of every Zoeller Pump. IMAM To. P.O. BOX 16347 Uuisvife KY 4025603 tad.. lr Lcuis^KY402 -e1961 �I/ AIww aff AN i EO. FAX OM"4 -W ® CopVri9ht 2000 Zoeller Co. All rights reserved. I s Maintenance and Contingency Plan for a At -Grade System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Dose Chamber is to be pumped at the same time as the septic tank. 3. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 4. Once every 3 years the At -Grade is to be inspected via the inspections pipes in the at- grade. The laterals are to be inspected via the cleanouts. 5. Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 6. Pump and electrical components are to be checked at the time of the pumping. 7. Owner agrees to leave the area 15' below at -grade undisturbed. 8. The owner agrees to save this plan. 9. Trees, shrubs, and other similiar vegitation are not be planted on system. The system is not be driven over. Contingency Plan 1. Pump alarm goes off, call pumper and pump out dose chamber and septic tank if needed, then bypass pump float and try pump with out float. If this works, float is bad, replace float. If pump still does not work, check power at the pump with a electrical device such as a hair dryer. If no power, check breaker inside house and call a electrician. If there is power, then pump is bad and needs to be replaced by a plumber. 2. If At -Grade fails, determine cause of failure, test another area or remove pipe and sewer rock, retill soil, install new mound system. 3. Replace any other failing components as needed. Important Phone Numbers Plumber: Shaun Bird 715 - 246 -4516 Pumper: Tom Mondor 715- 246 -5148 St. Croix County Zoning 715 -386 -4680 Shaun Bird #226900 FILE INFORMATION SYSTEM SPECIFICATIONS Owner Septic Tank Capacity a S_ �Ti, ga( ❑ NA �, LfL. . Permit # Septic Tank Manufacturer ❑ NA Effluent Filter Manufacturer C ❑ NA DESIGN PARAMETERS ❑ NA Number of Bedrooms Pump NA Effluent Filter Model A- �A Pump Tank Capacity -74S— gat � ❑ NA Number of Commercial Units ❑ NA Estimated flow (average) gaVday Pump Tank Manufacturer Design flow (peak), (Estimated x 1.5) �j 0 gal/day Pump Manufacturer ❑ NA Soil Application Rate gaVday /ft' Pump Model S'' ❑ NA ONA Influent/Effluent Quality Monthly average* Pretreatment unit ❑ Sand/Gravel Filter ❑Peat Fitter Fats, Oil at Grease (FOG) <30 mg/L ❑ Mechanical Aeration ❑ Wedand Biochemical Oxygen Demand (BODs) <220 mg/L ❑ Disinfection ❑ Other. Total Suspended Soli (TSS) x150 mg/L Manufacturer Pretreated Effluent Quality ANA Monthly average ** Dispersal Cell(s) Biochemical Oxygen Demand (BODs) :530 mg/L ❑ In- ground (gravity) ❑ In- ground (pressurized) Total Suspended Solids (TSS) :530 mg/L jpKAt grade ❑ Mound Fecal Coliform (geometric mean) :5104 cfu/ 100m1 ❑ Drip -line ❑ Other. Maximum Effluent Particle Size % inch diameter * Values typical for domestic (non- commedal) wastewater and septic tank ef6uent. * * Values typical for pretreated wastewater. MAINTENANCE SCHEDULE Service Event Service Fregaency E3 mon j4ear(s) (Ma dnmm 3 yrs. ) Inspect condition of tank(s) At least once every .3 When combined sludge and scum equals one -third (%) of tank volume Pump out contents of tanks) Inspect dispersal cefl(s) At least once every E3 months ,�- year(s) (Maxienam 3 yrs.) Clean effluent filter At least once every j ❑ months years) Inspect pump, pump controls ae.alarm At least once every ❑ mont w years) ❑ NA Flush laterals and pressure test At least once every ❑ months ears) ❑ NA Other At least once every ❑ months ❑ year(s) ❑ NA Other At least once every ❑ months ❑ year(s) ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shalt be made by an individual carrying one of the follo lice Or Operator. Tank Inspections asWr Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Matntainer; Septage must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority- the entire When the combined ac c ontents aeSeptagge Servicing Orator and disposed of in accordance with ch. R Wisconsin ontents of the tank shat( by c Administrative Code. d POWTS The Servicing of effluent fitters, mechanical � months or less shall be perfo by a c _ e � POWTS Maintaine any other maintenance or monitoring at intervals of A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. START Up AND OPERATION atment tank(s) for the presence of painting products or other Chemical on Prior to use of the POWTS check tre the contents For new construction, p and/or dams the dispersal cell(s). If high'concentratiom are detected have that may impede the treatment process an damag �5..- ---- ..r..r wring fn 110 f r Page of System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal ceff(s) In one large dose, overloading the cell(s) and may result In the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the perfonnance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings, gasoline; grease; herbicides; meat scraps; medications; oil; vaintine Products; Pesticides; sanitary napkins: tampons: and water softener brine. ABANDONEMENT When the POWTS falls and/or Is permanently taken out of service the following steps shall be taken to insure that the system is property and safely abandoned In compliance with ch. Comm 83.33, Wisconsin Administrative Code: • Ali piping to tanks and pits shalt be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another Inert solid material. CONTINGENCY PLAN vide a code compliant If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to pro com p replacement system: E3 A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be Infringed upon by required setbacks from new existing s o fl and sitproposed valuation to establish a suitable Failure to protect the area. eplacement systems must result in the need for a new s comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances In POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site ev luation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may Installed as a last resort to replace the failed POWTS. Mound and at-grade soil absorption systems may be reconstructed In place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR n�spnscint.c._ ADDITIONAL COMMENTS POWTS INSTALLER POWffS MAINTAINER Name s 5 Phone --� c-.,� Phone , S/� f SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY :a Agency . ( Name ,� 10o` h v 71,-f Phone 1495 Wisconsin Department of Commerce SOIL E �I I- RT /mac �` d Y p 1 of 3 Division of Safety and Buildings in accordance with darn A.C.E. Soil & Site Evakiations Attach complete site plan on paper not less than 8% z 11 inches i Slze! Plan 4E- : St. Croix include, but not limited to: vertical and horizontal reference point My, t and percent slope, scale or dimemsions, north arrow, and location a nce to rpa� r, P"11.13. 1 U ;"2 040 1078 40 - 000, ID #19.28.302 please print all information. t k ,. G gy � /� Date Personal information you provide may be used for secondary purposes (P 's. Property Owner MS , PAdlAW Location J.T.B. Properties, L.L.P. C/O John W. Nielsen 0aYtat -- _ °, 114 SE 1f4 S 19 T 28 NR 19 W Property Owner's Mailing Address ' Subd. Name or CSM# 1564 West University Avenue 2 Trebus Valley Estates City State Zip Code Phone Number _ J City _] Village Wi Town Nearest Road Saint Paul MN 1 55104 651 -646 -1967 Troy I County Highway "F" jid New Construction Use: j e Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD j Replacement , j Public or commercial - Describe: Parent material Glacial drift Flood plain elevation, if applicable na General comments and recommendations: Site suitable for At -grade system. Recommend installing mound system at elev. = 101.85 ' at 6" above 101.35' contour to increase dispersal of effluent throughout system area. Boring # j B(iring V I Pit Ground Surface elev. 101.30 ft. Depth to limiting factor 38 in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIft *Eff#1 - E 1 0 -12 10yr3/3 none sl 2fsbk mvfr cs 2fm 0.5 0.9 2 12 -18 1Oyr4/4 none sl 2msbk mvfr cw 20m 0.5 0.9 3 18 -38 10yr416 none sl 2msbk mfr cw 1 f 0.3 s 0.5 4 38-48 1 Oyr4 /6 f2f 1.5yr4/ sil 1 msbk mfr gw 1 f &vf 0.3 0.5 5 48 -70 1Oyr5/4 m sit Om mfr - - 0.0 0.2 Fi#3 & 4 contain 114" - 2" 10yr414 Om sl bands at 4 W intervals. Loading rate reflects the most ive condition encountered. Boring # �j Boring Ad Pit Ground Surface elev. 101.33 ft. Depth to limiting factor _ 45" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /f 2 *Eff#1 *Eff#2 1 0 -13 1Oyr3/2 none sl 2f s b k mvfr cs 2fm 0.5 0.9 2 13 -24 1Oyr4/3 none sl 2msbk mvfr c w 2f,1m 0.5 0.9 3 24 -36 1Oyr4/4 none sl 2msbk mfr cW 1fm 0.5 0.9 4 36-45 1Oyr4/4 none Ifs 1msbk mfr gw 1f &vf 0.4 0.6 5 45 -78 1 Oyr4 /4 m2d 7.5yr 5/8 sllsicl Om mfi - - 0.0 0.2 ------------ T -- . - -- - - ns colluvial 1 msbk sl, om sicl and limestone fragernents. * Effluent #1 = SOD? 30 < 22 mg/L and TSS 30 < 50 mg/L * Effluent #2 = B00 mg/L and TSS < 30 mg/L CST Name (Please Print) nature: CST Numbr James K. Thompson , 2 Address A.C.E. Soil & Site Evaluat9a Date Evaluation Conducted 340 Paulson Lace Lane, Osceola, WI 54020 12/5/01 715- 248 -7767 p Owner J.T.B. Properties, L.L.P. C/O John p ID # 040- 1078 -40 -000, ID #19.28.302 Page 2 of 3 F 3] Boring # Boring !d Pig Ground Surface elev. 100.30 ft. Depth to limiting factor 6 — n. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0 -11 10yr3 /2 none sl 2fsbk mvfr Cs 2fm 0.5 0.9 2 11 -25 10yr4/3 none sl 2msbk mfr gw 2f,1m 0.5 0.9 3 25-40 10yr4/4 none sl 2msbk mfi Cw 1 fm 0.5 0.9 4 40-60 7.5 Y r4/6 none sCl 1msbk MA gw 1f8vf 0.2 0.3 5 60 -75 10yr5/4 m2d 7.5yr 518 s 0 sg dl - - 0.3 0.5 H#5 contains 314"-2" 10yr4/4 0m sl bands at 2" - 6" intervals. Loading rate reflects the most restrictive condition encountered. # Boring F-1 � Li Pit Ground Surface elev. — ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 F-1 Boring # Boring ;; Pit Ground Surface elm. _ ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots _ *Ef1#1 *Eff#2 * Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < mg/L and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608- 264 -8777. L ♦ E /ea/a &%o 1 7 �31..1`�� 5 lc • / 4;0 I� Se /9, T . oye T oy as• B�- oti /00.5 r o i 99 •S Be /oP aF 3/ ■ . A ssicmed elegy- = /Cb.CO.' L O 4 6.8. : TR &Fp 31,9 re bar. Elegy = io/ s/4!' •''�� � a se.cl Twn �octc� ��, 3o•F3 ST CROI K COUNTY SEPTIC 'TANK N gn11ANC9 A�REPMBNT S C 'tom AND . . OVRgMHIP CERTMCATION FORM . _ 1 Owner/Buyer -- A �o�o Mailing _ _ property Aften (Verification required f vm Planning Department for new consauchon City/State Parcel Identification Number i LEGAL DESCRIPTION N -R property Location 4 —w, Town of ' /+� 1.�_ '�� Sec. T — r Lot Subdivision Certified Survey Map # . Volume , Page # - Warranty Deed # (9 `{/ !�D 3 . Volume ) 6 ° ° 1 , Page # Spec bou!e>C yes ❑ no Lot lines identifiable yes ❑ no SYSTEM gong NANCE Cdrewhiaifsp ta9ure.W evvastes.Ptopecm useandmabd mamoofY'W s if needed by a licensed pumper. WbA you put into the System consists of pumping ant the septic talc every ftm years ooee� m due waste sY�- can affect the function of the septic tank as a treatment stage in Tbs property owner agrees to submit to St Croix Zoning DVartment a certificatim f 0m * W d ws system masterphWAM ;loo y P ��p oralireasodpumper f ��teakis lessflan lr3 full of sludge- is in proper opening condition and/or (2) a8er won and pumping Cif nYk above Uwe, due u have read the req and � to mama the pri� ° with die standards set f rit, h,,in, as set by die Depart of Commerce and due Depat of Natural Resources, St. of Wisca�n- Cefifica►tion that Yo m septic system Ins beenmainuined muut be comps and returned to the St. Croix County Z on i ng Office widua 30 ststing eacpiratiari date- P :, DATE IGNATtntE OF APPLICANT O UI&R CM TIFICATIL I we am arc the owners of I (we) certify that all sit due form are true to the best of mY of Doedslauowl ( ) ( ) the Perty above, by virtue of a warranty deed r m DATE �p OF APPLICANT « * * « «« A information that is may result in tlo sanitary Permit being revoked by the Zoning DVarhwut- eta deed from the Register of Deeds office *« Include with this apPliez"tc a ' ' if reference is made in the warranty deed a copy of the certified survey map I I - 1.609fillu 105 -fa- STATE DAR OF WISCONSIN FORM 1 — 1982 41503 WARRANTY DEED KATHLEEN H. WALSH DOCUMENT NO. Ii REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD I This Deed made between Barbara L. Liptrap f /k /a Barbara L Weber I� 03 -28 -2001 1:20 PR 'f WARRANTY DEED EXEMPT 1 17 Grantor, CERT COPY FEE: and M.I.6, Prooeries LLP a rcrr. i + a ,• COPY FEE: I ility Dartrler$n7D TRANSFER FEE: RECCOORDING FEE: 22.00 Witnesseth, That the said Grantor, for a Grantee, valuable considerat $} .00 and o �r & and valuable consideration _ conveys to Grantee the following described real estate in St Crr i x THIS SPACE RESERVED FOR RECORDING DATA County, State of Wisconsin: = See attached Exhibi A NAME AND RETURN ADDRESS L� LanG Title, Inc. L i90U Silver Lake Road #200 New Brighton, % 55112 i5 1013 6` 1078-20-000, M. 1076 -40 ouo, j ( i1.CEL IDENTIF CATION NUMBER This Warranty Deed is in fulfillrent of a Land Contract recorded November 22, 1999 in Volume age 102 e 1473, II �! i as Document Nl.11ber' 614325. �1 �I This is oot i! homestead property. (is) (is not) I 1� Together with all and singular the hereditaments and appurI2anees thereunto belonging: And acn R ttrictions and Covenants of record if anv warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except I I I� and will warrant and defend the same. !! Dated this -2/t11 day f February I j ji y XV 2001 + (SEAL) (SEAL) +I I' (SEAL) B arbara L. Liptrap J Z (SEAL) i II AUTHENTICATION ACKNOWLEDGMENT I Signature(s) State of )Yftxxwft, Minnesota ss. •I authenticated this day of 19! County. Personally came before me this a7 �rjrrar+t day of N ►�r_, the above named 6arha— ra 1 1 iptrdn f /k /a Barbara L. Leber TITLE: MEMBER STATE BAR OF WISCONSIN II { (If not, authorized by §706.06, Wis. Slats.) JEFFREY M. CHRIS Down to be the person who executed the foregoing j" ent and acknowledge the same. ! THIS INSTRUMENT WAS DRAFTED BV NOTARY PUBLIC — MINNESOTA Gregory A. Booth MY Comm. Expires Jan. 3, i 1900 Silver Lake Road Suite 200 Notary Pu 1 , �f I (Signatures in duthenurate or acknowledged. Boll, are no County, WON necessary) My commis. on is permanent. (If not, state expiration dale �i NamrS of rsnns :I Din in xn � -B 8 1i•�Wcii I -- - p,ed M pnmed bdow heir sign,wrts II WARRANIY DEFJ, STATE DAR OF WISCONSIN Win.— Laym Blank Co., In<: Form Nn. I - 1982 MHwaukee, Wis i vnl 1609PAGE 106 1 M� Enhibi to Northeast 1 / 4 of / , Range 1 1/ e and South 1/2 of Southeast 1/4 of Section 19, Township North, Range 19 West, part conveyed to St. Croix County, Wisconsin, except that ey ance f Croix County, Wisconsin, for highway purposes as ailed in Book 483, Page 319 as Document Number 3099 +)3. described in convey ITY WITH. DRAANAGE* EASEMENTS SHALL OLIINU ALL Ul - I Ht NUN I HL /ATION NOT LESS THAN TWO(2) FEET OF THE SOUTHEAST 1/4 OF SOUTHWEST 1/4 OF THE S( "HE DEVELOPERS AGREEMENT NORTH, RANGE 19 WEST, T( 'NER• WISCONSIN. UNPLATTED LANDS NORTH LINE OF THE SW 1/4 OF THE SE 1/4 S 89'35'25" E 1324.42' (N89'37'04 "E) 1299.46' --'' S 89'35'25" E 396.64' '7, 74' 104.58' 79 E 484. N ' N 174.7 7 4.7 4' v! N SP ACE ul LOT 3� 101994 S. F.\ 50' 1 z 1 `" 1 2.34 Ac. W I N LOT 2 f M.F.E. = 900' i N � M ^ 1 1 11398-3rS. F. o 2.62 Ac. z LOT 11 ` 20 I EASEMEN 1 151952 S. F. - � I 3.49 Ac. � / ' s e N 79'g4�18 224.7 I / 7.24.70 S 79'S4'18M W y / 5 33 DR I �v / AINA 0 EASEMENT HWE - M.F.E. = 890' '`1'S , 3 r � � �� ?' �`5 '1 , �/ .�"� .y6 DRAINAGE r HWE 891.0' " 9 f ?�9 ��. ' ` 4 ►�'' �rOfOEASEMENT f � r 9 � p8. 3 3 � o. r 3 / - J I 3 � 3- 9� l � 3 X ,�° 2S •�z o l 3• �� PUMP PERFORMANCE CURVE PUMP PERFORMANCE CURVE •- •� M EFFLUENT S O LI D PASSING CAPACITY 0 1 Ey"M NM ON NNNNNNNNN N� • • N�N� ®NIN�� • � ® ®® ON \NN 0assaasamo ®mmam ®0mom ®m �■ ®aasaaaasasaomm ®0mammm Lim maaasassssassa0maa ®0 ©® ��■,■ ®aaaaaasaaasa ®mssas0m v ®aaaaaasaaaeaaaaaaaas ��,■ omaeasaasaaassaaasaasa 1 m ®eeaaaasasaaaaaaasaaa ' ,�'■�„ maeeaaseaaaaaaaaaaaaaa mmasaaasasasaaaaaaaaaa � \h � � �NNNN ■NN MI SM "WONNNNN ■ ��� i � 19 O NI ���N�N N 0mm ®m ®aeommmmmmm 113, m ®a ®m ®asmmm0m00m � � m ®m ®m ®sam�a0m ® ®mm . �� � ANN NN mom ®mmaammm0 ®00m '1„ I „ . mm ®mm ®asmm ®m ®mom m ® ®m0m■� ®mmmmm0mm X11 ►111 \ANN 6 ■ mm® ®mom ®�m�omm " iNi`�NII�NN�\ ■ ee ®mm�. ® ®omm�� ®o� � aeaa ®mao ®m ®mmm0m \a ���►�I���NN ��NNN seea0oeammm0 ®mmm • ssasaaaam ® ©o�a0mm ® \���►`����N�l�N►�NNN veasseva0�■ee0om® aeaaaaeao ®saaaom ��`�11,�����` � aaeaasasassssavm i aaasaaaaaseeas0■� Model 185/4185 should not be subjected I t o le than 30 NOTEt ForPump Performanceon Model 112, Industrial column f ex son roof pump, see FMO219. SEWAGEAND D EWATERING subjected to less than 15 feet TDH. i EASY DO'S & DON'T'S FOR INSTALLING A SUMP PUMP 1. DO read thoroughly all installation material provided with the pump. 2. DO inspect pump for any visible damage caused by shipping. Contact dealer if pump appears to be damaged. 3. DO clean all debris from the sump. Be sure that the pump will have a hard, flat surface beneath it. DO NOT install on sand, gravel or dirt. 4. DO be sure that the sump is large enough to allow proper clearance for the level control switch(es) to operate properly. 5. DO Always Disconnect Pump From Power Source Before Handling. DO always connect to a separately protected and properly grounded circuit. SSPMA DO NOT ever cut, splice, or damage power cord (Only splice in a watertight junction box). MEMBER DO NOT carry or lift pump by its power cord. DO NOT use an extension cord with a sump pump. 6. DO install a check valve and a union in the discharge line. AND SUMP DO NOT use a discharge pipe smaller than the pump discharge. PUMP MFRS. ASSN. 7. DO NOT use a sump pump as a trench or excavation pump, or for pumping sewage, gasoline, or other hazardous liquids. YOUR ASSURANCE'' 8. DO test pump immediately after installation to be sure that the system is working properly. 9. DO cover sump with an adequate sump cover. OF QUALITY 10. DO review all applicable local and national codes and verify that the installation conforms to each of them. 11. DO consult manufacturer for clarifications or questions. 3. 12. DO consider a Two Pump System with an alarm (Page 5) where an installation may become overloaded or primary pump failure would result in property damages. 13. DO consider a D.C. Backup System (Seethe Basement Sentry page 5) where a sump or dewatering pump is necessary for the prevention of property damages from flooding due to A.C. Power disruptions, mechanical or electrical problems or system overloading. Service Checklist Pi A WARNING ELECTRICAL PRECAUTIONS- Before servicing a pump, always shut off the main power breaker and then unplug the pump - making sure you are not standing in water and wearing insulated protective sole shoes. Under flooded conditions, contact your local electric company or a qualified licensed electrician for disconnecting electrical service prior to pump removal. A WARNING Submersible pumps contain oils which becomes pressurized and hot under operating conditions - allow 2% hours after disconnecting before attempting service. CONDITION COMMON CAUSES A. Pump will not start or run. Check fuse, low voltage, overload open, open or incorrect wiring, open switch, impeller or sealllound mechanically, defective capacitor or relay when used, motor or wiring shorted. Float assembly held down. Switch defective, damaged, or out of adjustment. B. Motoroverheats andtrips overload Incorrect voltage, negative head (discharge open lower than normal) impeller or seal bound mechanically, defective or blows fuse. capacitor or relay, motor shorted. C. Pump starts and stops too often. Float tight on rod, check valve stuck or none installed in long distance line, overload open, level switch(s) defective, sump pit too small. D. Pump will not shut off. Debris under float assembly, floatorfloatrod bound by pit sides orother, switch defective, damaged or out of adjustment. E. Pump operates but delivers little or Check strainer housing, discharge pipe, or if check valve is used vent hole must be clear. Discharge head ex- no water. ceeds pump capacity. Low or incorrect voltage. Incorrect motor rotation. Capacitor defective. Incoming water containing air or causing air to enter pumping chamber, F. Drop in head and/or capacity after Increased pipe friction, clogged line or check valve. Abrasive material and adverse chemicals could possibly a period of use. deteriorate impeller and pump housing. Check line. Remove base and inspect. If the above checklist does not uncover the problem, consult the factory - Do not attempt to service or otherwise disassemble pump. Service must be by Zoeller Authorized Service Stations. Limited Warranty Zoeller Pump Company warrants, to the purchaser and subsequent owner during the warranty warranty is in lieu of all other warranties expressed or implied; and we do not authorize any period, every new Zoeller Pump Company product to be free from defects in material and representative or other person to assume for us any other liability in connection with our products. workmanship under normal use and service, when properly installed, used and maintained, for 1) Contact Zoeller Pump Company, 3649 Cane Run Road, Louisville, Kentucky 40211 -1961, Attention: Standard Warranty - a period of one year from date of installation or 18 months from date of Customer Service Department to obtain any needed repair or replacement of part(s) or additional manufacturer, whichever comes first OR 2) Optional Three (3) Year Warranty - a period of three information pertaining to our warranty. (3) years from date of installation or 42 months from date of manufacturer whichever comes first. Parts that fail, (within standard or three (3) year optional warranty) that inspections determine to ZOELLER PUMP COMPANY EXPRESSLY DISCLAIMS LIABILITY FOR SPECIAL, be defective in material or workmanship, will be repaired, replaced or remanufactured at Zoeller CONSEQUENTIAL OR INCIDENTAL DAMAGES OR BREACH OF EXPRESSED OR IMPLIED Pump Company's option, provided however, that by so doing we will not be obligated to WARRANTY; AND ANY IMPLIED WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE replace an entire assembly, the entire mechanism or the complete unit. No allowance will be AND OF MERCHANTABILITY SHALL BE LIMITED TO THE DURATION OF THE EXPRESSED made for shipping charges, damages, labor or other charges that may occur due to product WARRANTY. failure, repair or replacement. Some states do not allow limitations on the duration of an implied warranty, so the above limitation This warranty does not apply to any material that has been disassembled without prior approval of may not apply to you. Some states do not allow the exclusion or limitation of incidental or Zoeller Pump Company, subjected to misuse, misapplication, neglect, alteration, accident or act consequential damages, so the above limitation or exclusion may not apply to you. of God; that has not been installed, operated or maintained in accordance with Zoeller Pump Company installation instructions; that has been exposed to but not limited to the following: sand, This warranty gives you specific legal rights and you may also have other rights which vary from gravel, cement, mud, tar, hydrocarbons or hydrocarbon derivatives (oil, gasoline, solvents, etc), state to state. wash towels or feminine sanitary products, etc. or other abrasive or corrosive substances. This © Copyright 2002 Zoeller Co. All rights reserved. 6 I