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018-1086-29-000
Wisconsin Department of ; ommerce PRIVATE SEWAGE SYSTEM Safety~~nd Building Division INSPECTION REPORT ' GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, 5.15.04 (1)(m)]. 'ermit Holder's Name: City Village X Township Hoff, Gar Hammond Townshi :ST BM Elev: Insp. BM Elev: BM Description: lit ~D_Dt °~, t~ ~, trcr`buv ~- ~~ lt/f C~rrn~e(, AA{{! IA{Cl1CMl~T{/lAl GI FVATI[~N r1~T0 TYPE M ANU FA CTURER CAPACITY Septic ~( '~ ,( ~ ~'1ti.u.C ~ 1 ZS~'~~'S~ Dosing ~ ~~ Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ~. ~D/ .ti S t ~--~ Dosing tt t+ l~ r.. ~5---' Aeration Holding PUMP/SIPHON INFORMATION Manufacturer --~ _, , _ Q pi Demand ~`~ Model Number ~ / ~2 H Lift Friction Loss J System Head TDH Ft Forcemain Length ~ Dia. p Dist. to well ,. "p 1. SOIL ABSORPTION SYSTEM BED/TRENCH Width Length t Nn. Of Tfeaekey DIMENSIONS ~ j ~t ~Z ~~-,~- SETBACK SYSTEM TO .•77 P/L B "+ WELL INFORMATION Type Of System: ~( `L ~7C DISTRIBUTION SYSTEM Vt ~,• laeff P ~i County: St. Cry. Sanitary Permit No: 405186 State Plan ID No: o ~ T ~. Parcel Tax No: 018-1086-29-000 STATION BS HI FS ELEV. Benchmark ',5a . ZZ _~ -.ZP 3- ~ i~• fi f ~~U Alt. BM ~- Bldg. Sewer St/Ht Inlet at (W P • ~ ~~,,pp { 70 -~ StlHt Outlet Dt Inlet Dt Bottom q ~~ I ~~ Header/Man. 2~ fl e, ~ t Dist. Pipe Ion-2.~,~ Bot. System 3. Sfo 3•~e C oo- + _ Final Grade ~S St Cover i ,~ cZ,'L`F r I pvv~.. " ~ • ~ ~ ~~' ~~ ~~ . O Of Pits Header/Manifold t tl ~ ~ Distribution ,r Pipe(s) t CM i 0 t 2• S i ~ x Hole Size 5/ 61 3L x Hole Spacing 2 11 1 Vent to Air Intake ~.,~~~ Length . Dia_ ng l is pac Length SOIL COVER Y i~cci~ra Svslamc Anly YY Mnund 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 i_ _J No f' Yes I ~ No COMA~ENT (In~ly~de c6~~iscr pencies, per~sns present, etc.) ~~ VJPCILC~S'V~-G~ ~ Wens. ocatlon: 1604 86th Ave Hammond,WI~~„~01,5~(SW 1/4\NW 1/4 2 T29N 1.) Alt BM Description ~~-5~-' ST' N'^^""'-`'"^) 5 J ~ 2.) Bldg sewer length = N(p0 ~ ~ P~ • -amount of cover = Q ~~ D~S~ 3.) Contour = ~+~ '- 1.1 . ~ ~ ~°~ ~(.~ Ali ~lu.u.MziN~tiwvte,laa~~.~ce{~1~ jo~ ~'O~ WQS PI n revision Req red? +i-.' Yes No ~ '~1 ~y ~ Use other side for additional information. _ SBD-6710 (R.3/97) Date ~~ ry, zl~-z , Inspection #1:~_/~/~ Inspection #2: / ~/L~Z- W~,r c- ~jR. n~O ~2uo~QQi~ C'A+~t Ws~ l e~ .17.649 .. -~.~!' . ~ ~~ ~~~ t •~S ~~~~~ ` I ' - - -- __ -- - -- _ , .1 ~ns ctor's Signature Cert. No. ~~~,~ ~Dlocvt ~~is~~ ~~ ~ ~~ . Qw'd o6- t~-c~Z Safety and Bttilditigs Division CO1°~' 2oi W. Washington Ave., P.o. Box 7162 ~ Madison, WI 53707 - 7162 Site Address iscons~n ~. ~bo ~ ~J~ . Oe artment of Commerce ~ -L ~~ ~ ~~S sani~ pew Number ,S~ Sanitary Permit Application $~ In accord with Comm 83.21. Wis. Adm. Code. personal information Y~ Provide ^ Check if Revisio~ tna be used for Pri Law, s15. 1 m Stan p~ I.D. Number I. Application Information -Please Print All Information Partxl Number property Owner's Name /~' 1 - O - L - t~'t?o property is A Property Location 1 _ - + 11 1 ~ ~ 5-~- J~l.~ '4 IAS~: S T N, R E (,~ City. State l 'v Zip Code ~ Phone Number ~ N ber Block ber Sfi ~~ ~ ~ 1 ~_r ~ ~ `~ Subdivision Name CSM Number II. 't`ype of Building (check all that apply) as ~+ s w"° ~ S ^City 1 or 2 Family Dwelling -Number of Bedrooms ^Vt7lage ^ public/Co ucl - Descn"be Use ~o~'~P ^ State ~~~ n• 0 u t ~ t Nearest Road+ St x ~S' lax ~ "fl -1• o (~Z III, Type o ermit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) ' ~ For County use 11~ New 2 ^ Replacement System 3 ^ Replacement of 6 ^ Addition to Tank stem scent Date Issued Permit Number B. ^ Check if Sanitary Petmit Previously Issued 1V. Type of Permit: (Check all that apply)(nnmbering scheme is for internal nse) 44~Non Pressurized In-Ground 2i~,M~ 47 ^ Saiyd Filter 50 ^ Constrtrctcd Wetland ~ ^ pre~~ ~~,~nd 41 ^ Holding Tank 48 ^ Single Pass 51 ^ Drip Line 45 ^ At-Grade 46 ^ Aerobic Treatmont Unit 49 ^ Recirculating 30 ^ Other V. D tment Area Information: percolation Race System Elevation Final Grade Design Flow (gpd) Dispersal Area Dispersal Area Soil Application IIevadon Req~red Proposed Rate(Gals.lDays/Sq.F4.) (Mu-•~h) VI. Tank Info CaP~ity ~ Toral Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Talcs Talcs Septic.or Holding Tardc x' - .~~ / Dosing Chamber VII. Responsibr7tty Statement- I, the undersigned, nsibflity for inatallatIon of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Si Mp11vIPItS Number Business Phone Number ~~a ~i r 2 Z ~ 7~~ a ~/~ - Plumber's Address (Street, City, State, Zip e) IC&~ .emu -~ i S ~ ~ VIII. Conn /De artment Use Onl ent Si cure (No Stamps) Sanitary Permit Fee (includes Groinwater Date Issued Issuing Ag Sm Approved ^ Disapproved Surcharge ) rD ^ Owaer Given Initial Adverse 22s'• ~ J ~' ~~,,(~ Determination / ~ /J ~,~.~ IX. ~~~otMQG APPro leas°`Jf!',,r~~~~~~ '~ S`~S~ i~.S~~l'~4i~6t'1 . -~~(~ ~~ IrnL! W~P.t.l- ,~J ~. l~ tl~Fl~~' 8~na~,, t~'t". s ~l ~ c~e~e:~ f~(w~b So 5~'~elE, r-'~ vt ~ ~. 6q s~1 V Attach oomtlde ptan+ (w me ool~) for me ~~ 0° ~.-/~---~[ J`- ~tt'r- db P.Q~- ,-i~ ~ VM~.t.O~r d~M~wlG.t.K ~ ~~r~°L ~tLaa a ate.-~•/t r~ cRn~~4 (R i15/011 w~e~~~~ _~O~'1e~`S ,.~ ~'sveQ~, ~~,w~S -~ t~t~s~.s t~,.;f--6~...v.~-C-~.,~.-~~ I~/~~~6°',~ r"'~'''°~`~S -dom.. ; / ` ~ ,~ :~ .rv Hoff - PLOT PLAN ' _,/4 IWV 1/4s 20 DDRESS 1631 N. Concord St. S. St. Paul Mn 55075 _ /T 29 17 TowN Hammond couNTY ST. CROIX RS Shaun Bird 226900 6/2/02 CONVENTIONAL DATE AT- E BEDROOM 4 ~~ CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TAN K SIZE 1255 gallons LIFT TANK SIZE HOLDING TANK SIZE DOSE TANK SIZE 765 LOAD RATE 1.0 ABSORPTION AREA 600 BENCHMARK V.R.P. Top of Surv # of chambers none ^ BOREHOLE O WELL ey Iron ASSUME ELEVATION s 100' Filter Zabel A-100 g,R,p, Same as Benchmark B.M. #2 SYSTEM ELEVATION 100.0 Property Line Area 15' Below B.M. #1 System is to 98' remain 99' B - 3 undisturbed 4% ^ 100' Slope B-2 ^ ~ J Grading is to be done i o to divert run-off a o away from systems .a B -' ° Scale = 1 /4" _ 10 Huffcutt Combo Tank Well is to meet all Tank is to be To Have >42" properly bedded and setbacks found in f cover provided with Comm. 83 lockdown covers with approved warning labels Pro 4 Bedroom House , .., ., ~ ~ ~scons~n Department of Commerce Safety and Buildings 10541 N RANCH ROAD HAYWARD WI 54843 TDD #: (608) 264-8777 www.commerce.state.wi. us/sb www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Secretary June 13, 2002 CUST ID No.226900 SHAUN R BIRD BIItD PLUMBING, INC 1008 192 ND AVE NEW RICHMOND WI 54017 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/13/2004 ATI1V: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 SITE: Gary Hoff 86TH Ave Town of Hammond St Croix County SW 1/4, NW 1/4, S20, T29N, R17W FOR: New mound, 600 GPD Object Type: POWT System Regulated Object ID No.: 855176 Identification Numbers Transaction ID No. 756036 Site ID No. 645806 Please refer to both identification numbers,.. above,. in all cones ondence with. the a enc . 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 conditions shall be met during construction or installation and prior to occupancy or use: General Approval Conditions: __ 5~-E • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD-10691-P ( N.O1/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD-10706-P (N.O1/Ol). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must 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 in section VIII of the mound component manual aze complied with. A copy of this information must be given to the owner upon completion of the project. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • The maintenance plan for this system must be given to the owner of the POWTS. Note • The bottom of the distribution cell shall be level per the Mound Component Manual. • The maximum finished slope of the mound surface shall be equal to or less than 3:1 per the Mound Component Manual. , ` . ~ . • `. SHAUN R BIRD Page 2 6!13!02 Reviewer's comment • A soil absorption system should be designed as long and narrow as possible. This system has a high lineaz loading rate of 8.0 gallons per foot considering the soil conditions at the site. Reminder • The orientation of the mound 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 azea 15' beyond the down slope edge of the mound per Mound Component Manual. • Surface water drainage shall be diverted away from the system area per Mound Component Manual. • Materials shall conform to the requirements of COMM 84. • Maintain well and waterline set backs per COMM 83.43(8)(1). • Provide frost protection per COMM 83.43(8)(c). • Holes must be drilled with a sharp bit and all burrs and foreign matter removed before installation. 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 aze responsible for the installation, operation or maintenance of the POWTS. Sincerely, '"~ ~ d Patricia L Shandorf POWTS Plan Review~r/, Integrated Services (715) 634-7810, Fax: (715) 634-5150 , M-F 7:45 am - 4:30 pm pshandorf @commerce.state.wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code:;7633 cc: Leroy G Jansky ,Wastewater Specialist, (715) 726-2544 ~ ~ ` a / Cover Page Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715-246-4516 Date : 6/2/02 Owner: Gary Hoff System type: Mound System Manuals Used: Mound Component Manual version 2.0 (01 /31) Pressure Distribution Manual version 2.0 (01/31) Page# 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section/Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7-9. Maintance and Contigency plan 10-12 S Signatu License 6/2/02 :O.W.T.S. clrt' nu ~*. E~` MERCE RESP~pE CE ~~5~ 63 ~ '. ~ ~ PLOT PLAN PROJECfi Garv Hoff DDRESS 1631 N. Concord St. S. St. Paul Mn 55075 SW i / 4 NW i / 4 s 20 /T 29 17 TowN Hammond COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE6/2/02 BEDROOM 4 CONVENTIONAL AT- E CONVENTIONAL LIFT HOLDING TANK MOUND ~~ SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 600 # of chambers none BENCHMARK V.R.P. Top of Survey Iron ASSUME ELEVATION 100° Filter Zabel A-100 ^ BOREHOLE O WELL sH,R,p, Same as Benchmark B.M. #2 Property Line Area 15' Below System is to remain B - 3 undisturbed 4% Slope , -v ~ 0 -a m r. c~ SYSTEM ELEVATION 100.0 98' 9 9' 1 00' ^ B' Grading is to be done to divert run-off away from systems Scale = 1 /4" = 10' Huffcutt Combo Tank To Have >42" f cover Pro 4 Bedroom House B-1 ~ Tank is to be properly bedded and provided with {ockdown covers with approved warning labels B.M. #1 n~ J .-. L N C. 0 a` Well is to meet all setbacks found in Comm. 83 86th Ave Hate ~ ~ " ~-- 4" Observation Pipe Perforated Below Filter Fabric AS1M C-33 5 c n d ~" Topsoil _1i r Non-Woven Filter Fabric fDistriDution pips G s ~'. Stope 1 ~` . Bed Ot ~~ 2 Force MoinFlowed Drain Rock From Pump ~ l.oyer Cross Section Of A Mound ~Systcm Using , ~'-~-=--i A bed For The Absorption Areo ~~ G ~ A ~ Ft . - ~ !w ~ s ? .~~Ft. • . ~ I •Z ~ ~t.• • . - ~ ~~7 ~ 7 Ft. . _. ~~ ~n u-1°s ~ ~~ ft. ~_ L ~--- E 40bservotion Pipe•~•~ - K r-- -- --- - - -- ----- - - ----- ~~ - . ~ A - . N W ~o ----- -------------- ~ ---~~---------- --------------------- I --- --------- Force Moin- From Pump t ~ a Di t ib ti - -! ~- 2 %Z B i f s r on u ed O Z Pipe -Drain RocK I ~« 4 Ob ti Pi serva pe on Permonent Morker Pipe or Rods Plon Viev+ Ot Mound Uclnq A Bed for TAe Absorption Areo PAGE OF ~~ rotated Oa Cottaa. EquaNy 8posee ttLST t1ot.L Nt€tc't' ~re Cennea~~ Ft. Ff. Signed: ~.icense Nu ber: ~z ~°l~~ Date: .~`~~'"' DZ Inches Y Inches Hole Diameter~~ Inch Lateral ~" ~~ Lech{es) Math i fol d " '~ Irtches_ Force Main " Inches ~ of holes/pipe~~ Invert Elevation of i.aterals,/~~Ft. pertoroted P~Pe Cetoti race Ur SEPTIC TANK b PUMP Cf{AMBER CROSS SECTION AND SPECIFICATIONS 4" CI ' VENT PIPE Z2" MIN. ABOVE GRADE WINDOW OR ~ KEATIiERPROOF JUNCTION BOX APPROVED > x5 FRESH FROM DOOR. AIR INTAKE WITH CONDUIT MANHOLE COVER W/ PADLOCK b FINISHED GRADE WARNING LABEL F"~~,~, .,. ~,.,...~4" MIN. la° xN c.z. aesf~a ~a r.a. ' u . ~'1~E. ~~ M1li. ~ INLET '• 1' WATER TIGHT SEALS ~ ~ GAS ' TIGHTS ~. ~Pp _,~,,,, FILTEK !j SEAL ' JOINTS Mt7H ~_ ~ ~ A~ App~p PIPE APPROVED S ~ ON 3' ONTO PIPE 3' "~" ~ SOLID SOIL ONTO SOLID .~ C i SOIL PUMP OFF ELEV 9~• J ~'T- --~-- OFF D 3" APPROVED BEDDING UNDER TANK ~~ CONCRETE PAD SPECIFICATIONS /~~,~'q-~~DY4 SEPTIC ! DOSE TANK MANUFACTURER: TANS( SIZES : DOSEIC ~ ~L: ALARM MANtJFACZtiRER s "~"'~ MODEL f1+fUMBER SWITCH TYPE: pUMp MANUFACTURER,,~T~' M~EL NIJt48 -s SWITCH TYPE: ~~ REQUIRED DISCHARGE RATE ~~y GPM ARiMBER DOSES PER DAY : ________ DOSE VOIIJME ~ INCLUDING ~ ~ C K : ,gyp l F LOS~tBA , L- , ~J V I ~ GAL ~~ y CAPACITIES: NCHES A = D`!t . = g,y,~ ~ G~ B = ~ 2 INCHES = ~__ /_ ~L- T.INCHES = I - J GAL. C = 1?~-e~~ D = ~ INCHES = _~„~ ~L. PUMP b ALARM WIRING AS PER ILHR 16.23 WAC FEET VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBl1TI(ki PIPE ~ FEET ;MINIMUM NETWORK SUPPLY PRESSURE - - - ~ FEET } ~_ FEET FORCEMAIN X 3.3 FT/100 FTpTALIDYNAMICAHEAD •=~ FEET ~- /~+ ID H DIAM£'f£R INTERNAL DIMENSIONS OF PUHP TANK: LIQU n ~~"•7~"~ ~G"~~~'DATE : ~'~`'` l~ SIGNED: LICENSE NUMBt'R : ~I8@ ~~rr'Pe~Stie'~brp~~~l~~eAa~1-k'yairMatastoe~r ~i~~ Maintenance and Contingency Plan for a Mound 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 mound 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 mound 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. 10. Effluent Quality is not to excede the requirements found in Comm. 83 Contingency Ptan 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 mound 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 6/2/02 .. Page ~ System start up snail not ocau when sd•caxlitions are frozen at the inf~tive surface. ____ ~~9 P outages pump tonics tpay ~ above Hamad ~ levels. when power is resboted the e~coess wastewater wS be dtsc~targed >~ the T avoid this s~uadiort have tl~e of the panp ~ the bada~ a st~toe e ~ - ~ the etlkratt pump or contact a PNRrtbeF or POVVTS ~ b the oor~ots io r~tae normal levels within the pt~ tank asst &t&~ martuatiy opetalin$ ~t~ __ . Do not drive a perk vehides over tardrs and. drspersal Dells. Do Trot drive or park over. a aU>erwese dishub a oompacdt, the area wit 15 feet down skips of any rrtotutd or at-grade soH absbtpdon area- Reduction or-e~rnirtation of the g fracn the wastewater str~earrt may improare the perfomtattoe and prdong the life of tt~ PO1Rf T~ ~ aorbotns; Dolton swabs; der~ad Ross: s ~ tsh~ P P:~ :~mtd tsar sotsaner ~; meat ~~~ talaen out of service the fob steps shad 4e~ taloen to ittstx~e that the When the POWTS tam and/oris penrtaterrtly~ ~ pm,p~y aad safey abattdorred M oomp~oe w~h dr. Comm 83.33, 1Aftsoortsirt Administrative Code: • AN piping lb tactks and pits Shag bB disconnected a-d the abarldorled pie Opell><IgS Sealed. • 'The oontanfs of ~ tanks surd pits Stt~ be removed and properly disposed of by a Septage Servidrtg Operator. • Atha ptmtping. aN tanks and pits shad be excavated and rerrtovekl a their covers removed and the vokl space 1tTed with sod, gtavei or artoflter inert soNd material. CONTINGENCY PLAN If the FOUNTS fa8s and cannot be r~aired the foaawing measuc+es have been. or must be taken. m provide a Dods compliant replacement system: ^ A sut'fa>~ replaoetnent'at~r has been evaluated and may be uttTr~ed for the lot~6iort of a nit sod sY~- •~ repla~rtatt area should be protected from dis~burbattoe and oompadioct and should not be infidrged upon by fnarn e'°sbng arld proposed strtrdune. (~ and wells. Eosins to ~~ the r~ ar+ea wio result in the treed for a rrew sob and site'evaluation to establish a suitable repiaoerrtettt ~, Replacement systems must comply with the rules in effect at that time. ^ A suitable r~eplaoerrtent area is trot available due to setback and/or soil Gm~atiotts. Barr~9 advances ~ POWTS a ~~9 iat>>c may be as a last resort to replace the faded POW7•S. eke hays not been eve to identity a suitable repia~errtertt ar+~. Upon fadtae of the POWTS a sa3 and site evakration rntrst be ~ locate a ~t aces. ff no rat area is av2dabie a holding tank may be insta8ed as a last n~ort m replace the faded POVYTS. Mound and at-grade soil absorpgOn systems may be n~onstru~ ~ place fo~o~w~9 re~v~ of the biomat at ~ ~ ~~. Recortsbtrcions ofsuch systems must comply with the Hiles in effect at that 8rrte. «WARNING» SEPl'iC, PUMP AND OTHER TREAT MENT TANKS MAY CONTA~I LETHAL GASSES ANDfOR ITISUFFICIENZ' OXYGEN. DO NOT ENTER A SF.PTtC, t~UMP OR OTHER TREATMENT TANK UNDER ANY (~RCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE tNTERiOR OF A TANK MAY BE DIFFlCULT OR IMPOSSIBLE AtwmoNAL coMru~EKrs POUft1•S INST Name ~~G~ %r Pitons .r .6 ~Ra h.C~ rv~e ..~ .w Name w.. r......... ~~ r`. Phone ..-' ~ V' y' SEPTAGE SERVK~NG OPERATOR MP LOCAL REGULATORY AUTHORITY r ~ ~ u 1 Name ~ ~ Phone !'/ d = ~7 ~ - .~/ y 8 Pttone ~/ '- - statrs otthe thsen tatoe. i~Aarquet6e and Wausl~ara ~Y Zortig and SaidWtion apertdes. This ~r1°~'n°~ rnes doarnentwes dia~ted bi! one 1 and 83.54(1), m a. (3), tnrr~onsrn Ad's code. use of silt downant does not fire rnin~rrwn ro4rr~'ernerNs or a~. carun 83~tbX Xd?~f ~ p„ tyv (2IOQ guarantee the PedOrtnan~e of the POWTS• ~ - ,~ Wisconsin Department of Industry, SOIL AND SITE EVACUATION Labor and Human Relations ~~` ~ ~ ,- Division of Safety and Buildings in accordance wit ., . JLHR 83 `09; Vtfis. ~ -_._ ~, Attach complete site plan on paper not less than 8 1/2 x 11 inches in siz Plan must ~ ' ~ . County ',~~'; C A~/ include, but not limited to: vertical and horizontal reference point (BM), erection and '• /~ percent slope, scale or dimensions, north arrow, and location and distaf~iCe~to nearest road. Parcel LD. , O ~. l ~, ^, ~f ~d APPLICANT INFORMATION -Please print all informatl~on.'• ;.J ~tv~, Reviewed Personal infomtaCwn you provide may be used for secondary purposes (Privacy Law, ._05.94 (1iNU;~s:dC w Property Owner ~{ ~N l3 ~ eOR ~~,ql~ O c a % ~Prdperty Location.;. ,-~f d N•/l~ ~7~ 1 ~ ~,(~,A.~ t.'~Ldt t ,~ ; ~ 4N~ 1 J4,S Z~ Property Owner's Mailing Address Lot # Block#; Subd. Name or CSM#. 332- h i luN~SoTA ST: E~1S T l yc ~ Z. q ~MHOND City State Zip Code Phone Number ~ City ~ Village L'1 ~ o~ ST• PnuL i /~N. i 5S/o ~ (~S/ )z22 'SSsS T 1, Page / of SQ • Date . ~2 2 o~-~s' Nearest Road ~ I(~b ~iesidential /Number of bedrooms ~ Addition to existing building C3'New Construction Use: ^ Replacement ^ Public or commercial -Describe: yso g~ Recommended design loading rate ' 2 bed, gpd/fl2 ' trench, gpdflt2 Code derived daily flow bed, ft2 3 ~ 5 trench, ft 2 Maximum design loading rate bed, gpd/ft? • S trench, gpd/ft2 Absorption area required 31,'~ Recommended infiltration surface elevation(s) Sl.L ~ ft (as referred to site plan benchmark) ~ ~~ • R~"~/luSt ~' M•pr22 . ##" 2 - ~ NG,L.. TYPE kocs~..aDS ~C Additional design/site considerations Parent material ~~ ET:s O ~~ D~NSF T~ off Flood plain elevation, if applicable N~T- n Conventional Mo In-Ground Pres re AT-Grade ~ System in Fill Holding Tank s= suitable for system ~~ ~ ~ S ~ p s L~ u O s~ ~ S U Unsuitable for system ^ S dU ~e.w~.nr~Awl f1C~n DT Boring # i Ground e~e~. .wry vvvv...• • - - - - GPDJft2 Horizon Depth Dominant Color Mottles Sz. Cont. Color nsell Qu M Structure Texture Gr. Sz. Sh. Consistence Boundary Roots Bed ,Trench . u in. K ~ 5 / o YR -- ~ / fs b/~ Sk, c s ~f - • •~ t~ 3 Z ioyR Y S~~ 1f s bK ~ c S - . • s Z.3 ~dy~e yr - s~ ~ t ~e d ~ / ~s - . ~; . / . ~ ~ ~. ._ ..,, ~.~. ~ ~~ refs !GC M . O ~~iYA- --+ A.7 (ss/ao •a) o£sa-Mass - a~aewad .u~ ~otoe; , Bulilw!I of yidep ;~. iJH $ I ~2D L ~'~v SOIL DESCRIPTION REPORT PROPERTY OWNER ~,~ ~ ~ S ~ ~ ~ • PARCEL I.D.# L ~ ~ ~ ~ l! AH h o ~~ Page Z of Boring # Horizon De th p Dominant Color Mottles Texture Color Cont Sz Qu Structure Gr. Sz. Sh. Consistence Boundary Roots Bed ,Trench in. Munsell . . . ~ s 3 / •/3 o~R 3!3 - L /fsti~ GfS~- cS r, • y , . z 3•l /oYR 313 Sic. 1-FSbK cE~ ~. ~ - • Z' • 3 Ground ele :3 •~ ~~` . SIC ~ ~.~..,~: .N ~ p •. y~~ft. flFho s /oY~ G~ 2- Depth to limiting fac or ~in. Boring # Ground elev. ft. Depth to limiting factor in. Remarks: Mottles Structure "' ""' Horizon Depth Dominant Color Texture Consistence Boundary Roots ged , Trenct Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. in. ' Boring # Ground elev. ft. Depth to limiting factor -'n' Remarks: Boring # Ground elev. n. ,~ / N -~-.~ °O ~~ .,.._/ W -~C1` ~• `~ o , c ~ Z 4- © s ~ :~ ~~ ~ ~ C~ ~~ .~ 0 r _~ ~ ~ ~ b ~~ z R` l 0 ~_ ~ ~'^ ~~ ~~~~ c 9, h ~ h -~ ~ m ~ ~ G ~,, RJ ~ o o ~ ~ ~ r 0 -~ N - ST CROIX COUNTY SBPTIC TANS MAINTENANCB AGRBBMBNT ~p s /C~~/~i;~~ AND 6~ 1 Z -S9 OWNERSHIP CERTIFICATION FORM ~ ' S-y/ U Owner/Buyer Mailing Address Property Address .S, ~. ~6~ required from Planning Department for new City/State Parcel Identification Number 8 _ 0~ " 2 - oyD 20. zq, /~.6`fq LEGAL DESCRIPTION Property I.OCatlOn~""" 1~4, ~", lei, Subdivision ~~JJ W Town o a~/~~~"~ Lot # ~i Certified Survey Map # ,Volume , ~^ .Page # ~^ Warranty Deed # ~~ r32-- ,Volume (fib ~ .Page # ~ ~ ~ Spec house ^ yes~L. no Lot lines identifiabl ^ no S~YS_TEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes.Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. p~riy, ~ ent a certification form, signed by the owner and by n The owner a to submit to St. Croix Zoning Deparim mastorplumber, journeym,anplumber, resdrictedplumber or a Iicensedpumper verifYingthat (1) the on-site wastewaterdisposalyystem is in proper operating condition and/or (2) after inspection and pumping (if necessary'), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned leave read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. ~ 6~~~~ SIGNA OF APPLICANT DATE OWNER CERTIFICATION y ) ~g ( ) the owners of I (we) certify that all statements on this form are true to the best of m (our knowl e. I we am (are) . ( ) the property descn'bed above, by virtue of a warranty deed recorded in Register of Deeds Office. S GNA OF LICANT DATE ****** Any information that is mis-represented may result in the sanitary permit being revoked by the Zoning Department. ****** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed U 1901° 317 STATE BAR OF WISCONSIN FORM 2 - 1998 6 8 ~'+ 3 2 KATHLEfiA N. l1ALSH WARRANTY DEED F DEEDs gr~ICROIX Document Number ,p r ~ Ml This Deed, made between Hammond Land, LLC, a Minnesota RECEIYfiD FOR RECORD Limited Liability Company 05_31 _2002 8:30 AM iIARRANfY OEEII EXE)PT Grantor, and Gary L. Hoff and Arlene M. Hoff t? bus an an w ~e R 74 7@ _ T AMS FEE: . COPY FEE: ~- COPY F E: P Grantee i A Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croiz County, State of Wisconsin: Recordin Area Name and Return Address Lot ammond Oaks Subdivision,Town of Hamnwnd, St. Cmix County, Isconsin O 18-1086-29-000 Parcel Identification Number (PIN) This ~ not homestead property. (is) (is :tot) Exceptions to warranties: Subject to notes, easements,restrictions,covenants nerd rights of way of record, if any, including but not limited io those for drainage,water reterltion,ponding,and or utilities as maybe shown on the plat of Hammond Oaks Subdivision recorded in Vol. 8 of Plats, page 2, St Croix County, `,Nisconsin. The warranties of this deed, either expressed or implied are limited by the grantor to the grantee, or anyone in the chain of title, to the consideration expressed herein, thai being the sum of 524,900.00. Dated this 23rd day of May , 2002 Hammond Land, LLC . by ~''~ ~ Presid~st AUTHENTiCAT[ON Signature(s) authenticated this _ day of... „ __ . __. , TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by Q 706.06, Wis. Seats.) THIS INSTRUMENT WAS DRAFTED BY Paul A. Baillon, Attorney at Law (Slgnatures may 17c authen4caled or acknowledged. Both arc not nec:essary.) . Austin J. Bai1Wn ACKNOWLEDGMENT STATE OF WISCONSIN ) ss. Ramsey Cotmty. > Personally came before me this 23rd day of May ,2002 the above teamed Austin J. Eaillon to me known to be the person(s) who executed the foregoing instrumen nd acknowledge same. ,~ a~ ~~nnnntin~ 'Paul A.Baillon b!gi~~~ oraa,vuN-I; r,lNFiiTn Notary Public, State of ti,.~~n, M, Y My Commission is permanent. ( not, state exptradon a January 31 2005 ) Names of persons signing in any capacity should be typed or printed batow (heir aignaturca WARRANTY DCCD STATE tAR OF W ISCON9n7 FORM No. 3 - 199a INFORMATION PROFESSIONALS COA~ANY FOND DU LAC, WI BOP6512021 _ _ _ _ 1 o I I o I f LOT 33 °N' LOT 34 I I N 144,500 SQ. FT. ~0~ I ~~ I T 35 3 1 1.02 ACRES '` ~ 61 SQ.FT. N 49,361 SOFT. ~ g I o60 I 8 ~ ~ Ocres : 1.13 acres I N ~ N~ I LLI o I ~ ^ ~o ~ ~ `^ I I LOT 32 N' Q I i I 44,777 SQ. FT. I L _ _ _ - - _ - - I ~ I 1.03 ACRES I ~ ~ 50.21 170.2t' ~ I °r.° i ' 256.51' ~, J N T _~~~~~-~~_-~-N /^ ~ , SO 23'21 "E 290 00 I I -~-- 20' DRAINAGE EASEMENT ~ I . I ' ~ LOT 54 ''' I I I I "' ~ 53751 SOFT. ~; I LOT 31 n~ Nj M 1.23 ACRES 96e ~ ~ .- I 44,640 S0. FT. I I N rn I Nj N ~ 1.02 ACRES A~~ ~ ~ w w A '~ M ~ 0 3 SO'23'21"E 290.00' ~ (V ~ LOT 55 43561 SQ.FT. N N . N ~, LOT 30 ~ ~~ ~ 'v~ I Z ~ z 1.00 ACRES M ~ 44,640 SQ. FT. I ~' `~ 1 02 ACRES ' 299.98' S05'42' 42"E LOT 56 43,603 SOFT. ' 1.00 ACRES S?6 4 658 js, 3S?. S . I ~ ~ I ~ o Cw ,~ ,c I I `\"~ ..off ' I SO'23'21 "E 290.00' 1 I I ~~ LOT 29 I N' I ~o I 44,271 SQ. FT. ~ °i I 1.02 ACRES ~ ~ 33' 33' N ~° I JOINT i o~ IM ~ - - - fV ~o I L 49211 1.1: I SO'23'21 `E I ~ LOT ~ 43,776 a ' I 1.01 A i i7 ~~ ~ I I~ i rn M IM Ir T SO'23'2t'E LOT 46,496 S 1.07 A( SO'23'21 "E LOT 2 46,498 SC 1.07 AC a N ~N ~~ JOI T SO'23'2t' LOT ; 43561 SG 1.00 A( LOT 57 4 2g6,40' l I ~ ~ I so5'-s'o4`Kr '~ 47500 SQ.FT. I ,0,2 ~ Nt2' 9 W ~ I °~. 1.09 ACRES _ ~ LOT 28 J M ( ~ LOT 2 - ~~~ ~ I _ _ _ ~ ~, , `,", 2 ~~' 7a ~ 44985 S0. FT. °Di ' ~ ~~ ~ ems. ~ a ~N" ,,~,}. ~ N N ~, ~ 1.03 ACRES I I GD I~ o 2 ~' .. jp ~- 35' ~"" N ~ l7 ~ ' .-- 302 t 162. 290.00 _ ~ 66 00' ' ~- - - - N00'24'S9 "W 2535.04' ~"~ Noo•24'SS "w 251s.5o' ;.~, 160TH STREE= ~, UTILITY EASEMENTS RA 'LAT)IS SUBJECT TO STATE, COUNTY AND MINIMUM LOT SIZE WETLANDS IONS (LE NO POLE OR BURIED CABLES ARE TO BE PLACED SUCH THAT THE i . , . wni n n n~cTi IRR ,nnt y cl IRVCV CTAKF nQ (1RCTR11(`T vlSinN AI ANG r ~w ~LL 42 40 1 38 1 1 36 24 au ]5 22 70 20 65- 10 60- 55 16 50 14 45 12 40f 35 1 30 8 oe , 6 e 0. ,~, 4 10- 2 5- a cnttoes ~I~ 24 ~~ 20, ao 18~ W 2 U 16 MODEL 211 264 266 267 268 270 4270 282 4282 284 4284 292 4292 293 4293 294 4294 295 4295 Gal. Liles Cal. Liles Gol. Lilem Gal. Liles Gal. Lilers Gal. Lilers 127 461 1]9 6]8 140 530 - -- 196 712 214 810 96 363 157 594 124 469 -- -- 181 685 199 753 64 242 133 503 108 409 118 447 165 fi25 184 696 34 129 106 401 91 344 108 409 150 568 168 636 6 23 73 276 75 284 96 363 138 515 154 583 -- -- 42 I59 56 212 82 310 121 458 140 530 - - -- -- 33 125 65 246 108 409 128 483 - -- -- - 10 38 48 162 94 356 115 4J5 -- -- -- -- - -- -- 58 220 89 73] -- -- -- - -- -- -- -- 13 49 59 223 __ __ __ __ __ __ __ _ __ - 23 fi7 26ft (7.9m) 3511 (1 O.7m) 42R. (128m) SOff. (15.2m) fi2ft. (16.9m) 75f1. (22.9m) Q Z 0 14 a ~ 12 ,o 8- 6 4- z 0- GAL; L~__ _ ___ ___ __ _ __ 0 80 160 240 320 400 480- ~ 5 ~ ~~~ ~ ~ -- - 60 640 72Q 800 FLOW PER MINUTE © Copyright 2001 Zoeller Co. All rights reserved. 5 HEAD/CAPACITY CURVE HEAD CAPACITY CURVE EFFLUENT MODELS 1~2° & 3~4" SOLID PASSING CAPACITY MODEL 42 48 57%59 72 76 98 139 4~ p 152 153 Feet Meters Gal. Litan Gol. Lilers Gal. Lilem C01. Wan Gal. liter Cal. Liters Gal. liter Gal. liter Gal. Liter Gal. liter 5 1,5 15 57 32 121 43 163 3B 144 50 169 72 273 93 352 91 341 69 261 77 291 10 3.0 11 42 25 94 34 129 30 114 40 151 61 2J1 79 299 84 316 61 231 70 265 IS 1.6 6 23 15 57 19 72 14 53 30 114 45 170 N 242 76 268 53 201 fit 231 20 6.1 -- -- -- -- -- -- -- -- 17 64 25 95 38 136 68 257 44 1fi7 52 197 25 7.8 -- -- -- -- -- -- -- -- -- -- -- -- B 30 59 223 34 129 42 159 70 9.1 __ __ __ __ __ __ __ __ __ __ __ __ __ __ 49 185 23 B7 J3 125 40 12.2 __ __ __ __ __ __ __ __ __ __ __ __ __ __ 21 45 __ __ 11 42 50 15.2 __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ fi0 18.3 __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ 70 21.3 __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ 80 24.4 __ __ __ __ __ __ __ _ _ __ __ __ __ __ __ __ __ __ __ __ __ 90 27.4 __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ 100 J0.5 __ __ __ __ __ __ __ __ _ _ __ __ __ __ __ __ __ __ __ __ __ 110 7J.5 __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ 120 J8.8 __ __ __ __ __ __ __ __ _ 130 39.6 __ __ __ __ __ __ __ __ _ __ Lock VaM: 19f1. (S.Bm) 198. (S.Bm) 19.3k. (5.9m) /8ft. (S.Sm) 25R. (7.Bm) 23ft. (7.Om) 26R. (7.9m) 468. (14.Om) 38k. (11.fim) 44k. (13.4m) HEAD CAPACITY CURVE SUMP 1 EFFLUENT MODELS 318", 112" 8~ 314" SOLIDS PASSING CAPACITY 161 4161 163 4163 165 4165 185 4185 186 4186 188 4188 189 4189 191 Gal. liter Gal. Liters Gal. Ware Gal. litwe Gal. Wan Gal. Wsn Gol. liter Gal. Wan 100 379 fit 231 61 271 -- -- SB 220 115 549 145 549 IS 170 93 352 61 231 61 271 -- -- 58 220 110 5J0 140 530 /S 170 BS 322 fi0 227 61 2J1 -- - SB 220 IJ4 507 135 511 IS 170 79 299 59 223 60 227 -- -- 58 220 128 484 1}1 498 45 170 70 265 57 216 59 223 -- -- SB 220 122 182 125 473 45 170 82 275 55 20fi 58 220 BS 322 SB 220 116 139 120 454 45 170 45 170 46 172 55 208 70 285 SB 220 104 394 109 413 45 170 20 76 3J 125 50 169 51 19J 58 220 90 341 97 367 45 170 -- -- 15 57 39 118 32 121 SB 220 71 269 85 322 45 170 -- -- - -- 2J 87 9 34 52 34 51 193 69 281 45 170 -- -- -- -- 10 10 -- -- 45 170 28 106 51 193 45 170 -- -- -- -- -- -- -- -- 31 117 2 B 74 129 45 170 __ __ __ __ __ __ __ __ 16 80 __ __ 17 8< 40 151 __ __ __ __ __ __ __ __ 4 15 __ __ __ __ JO 114 __ __ __ __ __ __ __ __ __ __ __ __ __ __ 20 76 __ __ __ __ __ __ __ __ __ __ __ __ __ __ 10 38 56fr. (17.t m) BBH. (20.1 m) 898. (28Am) ]7H. (22.3m) 114ft. (3~7.. orw. (e~.~_1 sow. (aa.e... "" (`~°^ 48 7 53,55 76 57,59 A CAUTION Model 185/4185 should not be subjected ~G 3o so so 7o so 90 100 110 1zG 13G IaG 1so to less than 30 feet TD H. eo so zao 3zc aoo aao sso NOTE: For Head Capacity on Model 112, Industrial column rlow Pee MwuTE explosion roof pump, see FM0219. ¢esnn 0099048 HEAD CAPACITY CURVE SEWAGE MODELS 2" SOLIDS PASSING CAPACITY A CAUTION Model 293/4293 should not be subjected to less than 15 feet TDH. 0 ~K I EASY DO'S & DON'T'S FOR INSTALLING A SUMP PUMP I DO read thoroughly all installation material provided with the pump. DO inspect pump for any visible damage caused by shipping. Contact dealer if pump appears to be damaged. 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. DO be sure that the sump is large enough to allow proper clearance for the level control switch(es) to operate properly. 7. 8. 9. 10. 11. 12. 13. 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. DO install a check valve and a union in the discharge line. ANDS wave DO NOT use a discharge pipe smaller than the pump discharge. PuMCMFRS.ASSN. DO NOT use a sump pump as a trench or excavation pump, or for pumping sewage, gasoline, or other hazardous liquids. YOUR ASSURANCE DO test pump immediately after installation to be sure that the system is working properly. OF QUALITY DO cover sump with an adequate sump cover. DO review all applicable local and national codes and verify that the installation conforms to each of them. DO consult manufacturer for clarifications or questions. DO consider a Two Pump System with an alarm (Page 5) where an installation may become overloaded or primary pump failure would result in properly damages. DO consider a D.C. Backup System (See the 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 ® A WARNING ELECTRICAL PRECAUTIONS- Before servicing a pump, always shut off the main power breaker and then uhplug 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 2Yz 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 seal bound mechanically, defective capacitor or relay when used, motor or wiring shorted. Float assembly held down. Switch defective,' damaged, or out of adjustment. B. Motoroverheats and trips 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. Debrisunderfloatassembly,floatorfloatrodboundbypitsidesorother,switchdefective,damagedoroutofadjustment. E. Pumpoperatesbutdeliversliftleor Check strainer housing, discharge pipe, or if check valve is used vent hole must be clear. Discharge head ex- no water. seeds 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 Zoeller Authorized Service Stations. Limited Warranty Zoeller Pump Company warrants, to the purchaser and subsequent owner during the warranty period, every new Zoeller Pump Company product to be free from defects in material and workmanship under normal use and service, when properly installed, used and maintained, for 1) Standard Warranty - a period of one year from date of installation or 18 months from date of manufacturer, whichever comes first OR 2) Optional Three (3) Year Warranty - a period of three (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 be defective in material or workmanship, will be repaired, replaced or remanufactured at Zoeller Pump Company's' option, provided however, that by so doing we will not be obligated to replace warranty is in lieu of all other warranties expressed or implied; and we do not authorize any representative or other person to assume for us any other liability in connection with our products. Contact Zoeller Pump Company, 3649 Cane Run Road, Louisville, Kentucky 40211-1961, Attention: Customer Service Department to obtain any needed repair or replacement of part(s) or additional information pertaining to our warranty. ZOELLER PUMP COMPANY EXPRESSLY DISCLAIMS LIABILITY FOR SPECIAL, CONSEQUENTIAL OR INCIDENTAL DAMAGES OR BREACH OF EXPRESSED OR IMPLIED WARRANTY; AND ANY IMPLIED WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE an entire assembly, the entire mechanism or the complete unit. No allowance will be made for AND OF MERCHANTABILITY SHALL BE LIMITED TO THE DURATION OF THE EXPRESSED ~ shipping charges, damages, labor or other charges that may occur due to product failure, repair WARRANTY. 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 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, gravel, cement, mud, tar, hydrocarbons or hydrocarbon derivatives (oil, gasoline, solvents, etc), wash towels or feminine sanitary products, etc. or other abrasive or corrosive substances. This consequential damages, so the above limitation or exclusion may not apply to you. This warranty gives you specific legal rights and you may also have other rights which vary from state to state. © Copyright 2001 Zoeller Co. All rights reserved.