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008-1060-60-000
t of Commer~ w PRIVATE SEWAGE SYSTEM Division INSPECTION REPORT JFORMATION (ATTACH TO PERMIT) ion you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Jame: City Village X Township l .Chang Eau Galle Townsh ov..b ~ lug: t~ ~ , j, ,~ PV CAPACITY ~~ ~~ ~-~ - ETBACK INFORMATION P/L WELL BLDG. Vent to Air Intake ROAD > Abp' ho{- n t ~(® ~b' ~(on/ 5l ~ S~' (SIPHON INFORMATION ~t`-~. /l GPM .~y~ ~,~ umber 'eft Friction Loss System Head TDH Ft ain Length Dia. ~~ Dist. to Well alb ~ hv~ ~ N Si~~ 1BSORPTION SYSTEM ,~~3.~~ bs v~, =NCH Width ~ Length ~ Nn n~T~.~~hes [ C,,p, u PIT DIMEN IONS No. Of Pits Inside Dia. Liquid Depth IONS /oh L V ~CK SYSTEM TO P/L BLDG WELL LAKE/STR CHING Manufacturer: 4TION CHAMB R Type Of System:(} ~ ~ ~ ka~ ih p } UNIT I Number: IBUTION SYSTEM ~- j ~-o ' -{~, ~e-h~ TENTS: (Include code discrepencies, persons present, etc.) Inspection #1: I ~ / ~ ! 1 03 EL Inspection #2: ~ ~ / l 1 / D 3 CL r 2327 30th Avenue Baldwin, WI 54002 (NE 1/4 NW 1/4 21 T28N R16W) NA Lot q,30A~ Parcel No: 21.28.16.309 VI Descri tion = 66 n~~/ sewer length = ~ b ~V~{A_ D ount of cover = -~ _ ~' ~~~/-~'~ ~ 11~ ~,~11 ~ ~ vv ~ ~ hna~ ~ ~~ ~- ~~~ s~ ~ rr ~ ~'~ ~ reside for additional reformation. No ~ ~ 1 ~ ~f --- - ' _ -~..-~:_~ __ _.- -------~ ~ -f~_' __.._ SG-~ Qv - - -. (R.3/97) Date Insepctor's Signature - Cert. No. ELEVATION DATA county: St. Croix Sanitary Permit No: 430489 0 State Plan ID No: Parcel Tax No: 008-1060-60-000 Section/Town/RangelMap No: 21.28.16.309 STATION BS HI FS ELEV. Benchmark Alt. BM tc - IQr ~ca~~. ~ b ~ 7 b 2 1 cv ~ ~~-t a • . Bldg. Sewer ~ 4 .I ~ ~ ~ , `~ St/Ht Inlet ~., , co q p .u-- SUHt Outlet R,2S Dt Inlet ~~ g ' Dt Bottom e er/Ma - - y,3- /oo• lt~ Dist. Pipe Z /~0. ~~ Bot. System 5• ~ ~ ~ ~ ~d Final Grade .~ ~ ~ 3 3~L /al. 10 St Cover ~ ~ ~ ~ 2 Cc~~~ - s ~ `f 9~. o o PN :OVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Safety and Buildings Division ' C01IDtY 5 (~ ~~ 1 ~ 201 W. Wash s~~~~>~VED <fSlll Madi ( w2 %SCO ~~' P ~ ~N ~ (to be filled in by Co.) 6 a Department of Commerce Sanitary Permit Applic ionp ~ T 2 7 2003 ou provide l info 'on d to PIanLD.Number ~~~ ~p y e, persona In accord with Cotnrn 83.21, Wis. Adm Co maybe rued for secondary ptaposes Pavacy Law, sl .lkt(1)(p;l CROIX COUNTY ~ 11 'ect Address (ifdifftsent than mailing address) . Application Information -Please Print All lnformatioo 2 ?) Z'~. ~ ~~/~ operty Uwner's Name ~ ~~~ Parcel N Btr~c•k'tf-~ .~ dl.(~ operty Owtxr's Mailing s / r- ~ ~` • Property Location G %r!er /~j 3 S S N~ y,, ~~ ~., Section ~/ iry, State ~%il/id~~~2 h1N Zip Code 5~j !~ .3 Z Pjh~o-n-e~ Number L'jJ /' 7~ DBt~o p ~d N; R~E ore) r ~I 1. Type of Building (check all that apply) 1 or 2 Family Dwelling - Number of ootns ~. Public/Commemial -Describe Use // qq' ~ State Owned -Describe Use b ~~ Tvne of Permit: (Check only one boy on line A. Complete line B if ap (~, $0 n ~ ^City_^Village,~Townslrip of -60 - A' New System ^ Replacement System ^ TYeatmenUHolding Tank Replacement Only Y ^ Other ModiEcation to Existing System B. ^ Permit Renewal ^ Permit Revisim - ^ Change of ^ Permit Transfer to New list Previous Permit Number and Date lsstred Before Expiration Plumber Owner 1V. T e of POWTS S stem: Check all that a 1 ^ ^ Non -Pressurized hr-Ground Mound ? 24 in. of suitable soil ^ Mound < 24 ut. of suitable soil ^ At-Grade ^ Single Pass Sand Filter Constructed Wetland ^ Pressurizod ln-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Recirculating Sand Filter ^ Recirculatur S thetic Media Filter ^ Chamber ^ Line ^ Gravel- ^ lam) V. Dis ersal/I'reatmentAree Information: Design Flow (gpd) Design Soil Application Ra~ pdsfj Dis al Area Required (sf) Dispersal Area posed (si) System Elevation l Fib Pl i Vl. Tank info Capacity in Total Number Manufacturer Prefab Concrete er ast c Site Stee Constructed Glass Gallons Gallons of Units Ncw Eairtiny Taratcy Tads Scpticesi~Wir~atdt' y~o Z o .~Sti~ Aerobic Tsatmcru Unit Dunin~ Chamber /Q/1T j1p / /~ r Vll. Responslbllt Statement- I, the under ed, ass nslbW for instaUadon of the POWI'S shown on the attached fans. Plu Natrre (Print) PI 's Signat MP~RS Number' Business Phone Numbs 3p5~h Z ~ / 7~~ z31= zG~t~ o,» t. ~ L . Plumber's Address (Street, City, State, Zi~ G~6o 9 0~ ~~ , ~~1.-~t~1~~ Gar ~~7~~ , Vlll. Count /De artment Use Onl Permit Fee (includes Groundwater Date Issued Sanita is uing gent Signature (N Stamps) ry Approved ^ Disapproved Stucltazge Fee) ~~ ~_ JO/~ 9 ~3 ` ^ Owner Given Reasm for Denial IX. Conditions of ApprovaUReasoas for Disapproval 3\ Q..,_,_~~r. ~~{,~s ~~q~e SYSTEM OWNEi~: J ,,.~`"~OQ,~-e" ~~- ` ~~ ~-- 1 Septic tank, effluent filter and ~~ ~ ~ ~`---~~~'~~. ~b ~"~,~\3' , dispersal cell must ail be serviced 1 maintained ~ t"t ~ ~ b ~ ~ as per management plan provided by plumber. ~.~tS t ~,~Qy (~1.,~a..SicQ.~.~~ 5 • a,~~, 2. All setback requirements must be maintained llsureA~. ~ c.>,~ _ as per applicable codelordinances. ~ ~ U-r ~ a` G~ _-----~ t Attach eompkle planar SBD-6398 (R. 01/03) the County only) for the system on pt r not Icss than i1R >< I1 Ineha ~ •t« ~1 V1 ~~ ~ d~ res. c~t,Les w : (.l ~Sfz ~~ w•• o~r..~Q.. t0~~ f~--Cur?}~, oy~~,~;~gl Q > ~iq~~~ t ~1 ,. _ u ~. _- ~~1~~~~~~~~~ ~~~~11~1~~ ~i3~~ ~~~ a'". 3885 APPLICATIONS Specifically designed for the following uses: • Homes • Farms • Trailer courts • Motels • Schools • Hospitals • industry • Effluent systems SPECiFiCATfONS Pump - • Solids handling capabilities: '/,° maximum. - • Discharge size: 2" NPT. • Capacities: up to 128 GPM. • Total heads: up to 123 feet TDH. • Mechanical seal: silicon carbide-rotary seat/silicon carbide-stationary seat, 300 series stainless steel metal parts, BUNA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°G) intermittent. • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Motor Single phase: • % HP,115 V, 200 V, 230 V, 60 Hz, 1750 RPM; %i HP, 115 V, 60 Hz, 3500 RPM; '/ HP -1'/ NP, 230 V, 60 Hz, 3500 RPM. • Built-in overload with automatic reset. • Class B insulation. Three~phase: • %z HP -1 %z NP,200/230/ 460 V, 60 Hz, 3500 RPM. • Class B insulation. • Overload protection must be provided in starter unit. • Shaft: threaded, 400 series stainless steel. • Bearings: ball bearings upper and lower. • ('over cord: 20 foot standard length (optional lengths available). Single phase: • % and''/z HP -16/3 SJTO with 115 V or 230 V three prong plug. •'/-1 %z HP -1413 STO with bare leads. Three phase: •'/z-1 Yz HP -1414 STO with bare leads. On GSA. listed models - 20 foot (ength SJTW and STW are standard. FEATURES ^ Impeller: Gast iron, semi- open, non-clog with pump- out vanes for mechanical seal protection. Balanced far METERS FEET r sc 2s r sc 7c 20 0 w fiC U a 15 50 z 0 40 1 F ~ 10 30 r 20 10 smooth operation. Silicon bronze impeller available as an option. ^ Casing: Cast iron volute type for maximum efficiency. 2° n!PT discharge adaptabla for slide rail systems. ^ Mechanical Seai: SILICON CARBIDE VS. SILICON CARBIDE sealing faces. Stainless steel metal parts, BUNA-N eiastomers. ^ Shaft: Corrosion-resistant stainless steel. Threaded design. Locknut on three phase models to guard against component damage an accidental reverse rotation. ^ Motor: Fully submerged in high-grads turbine oil for lubrication and efficient heat transfer. ^ Designed for Continuous Operation: Pump ratings are within the motor manufacturer's recommended working limits, can be operated continuously without damage. ^ Bearings: Upper and lower heavy duty bail bearing construction. ^ Power Cable: Severe dut`/ rated, oil and water resistant. Epoxy seal on motor end provides secondary moisture barrier in case of outer jacket damage and to prevent oi( wicking. ^ O•ring: Assures positive sealing against contaminants and oil leakage. 1995 Goulds Pumps. InC. AGENCY LlSIINGS SP Canadian Standards Association ~(, .Underwriters laboratories 0 ~ ~~ ~~ ~~ wv ov ou 70 80 90 100 110 120 130GPM 0 ~ 0 20 30 m3lh caPaclTv E!fective ld2v. ' co{ PLO'i' PLAN Page 3 of ~ , Scale 1 "= jp ' 2.30 h~ S1^, 0 0 k s~GGg.~t~ ~~~~ ~.,u ~tliv a, SEE CORRESP4NDEI~E ~. T ~/isconsin Department of Commerce October 08, 2003 CUST ID No.220254 ARTHUR L WEGERER WEGERER SOIL TESTING & DESIGN SERVICE PO BOX 74 RIVER FALLS WI 54022 ~c~~ ~ ~~ zoo3 Si.C.. ~._G~CF: ZOT~~L1,~ i.t .. Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www. commerce.state.wi. us/sb www.wisconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary RTTN: POWTSInspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/08/2005 Identification Numbers Transaction ID No. 926957 SITE• Site ID No. 666210 T. Chang Young Residence Please refer to both identification numbers, 30TH Ave above, in all correspondence with the agency. Town of Eau Galle, 54028 St Croix County NE1/4, NW1/4, 521, T28N, R16W FOR: Object Type: POWT System Regulated Object ID No.: 924169 ~~ ~ti~~ I The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes ~~ a 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. .~~,~-e pEt~ S The following conditions shall be met during construction or installation and prior to occupancy or use: ~5~p~ ~` • This system is to be constructed and located in accordance with the enclosed approved plans and with the ~~ ~.1~''L "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.O1/O1) ~~'ti~t~t~F~ ~ and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems ~' VERSION 2.0" SBD-10706-P (N.O1/O1). • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • 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. Stat • Comm 83.22(7) 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. AR'CHUR L WEGERER Owner Responsibilities: Page 2 10/8/03 • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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, operation or maintenance of the POWTS. Sincerely, Herman J Delfosse Plumbing Plan Reviewer 2 ,Integrated Services (608)789-5535 ,Mon -thur 6:45 - 4:30 Fri 6:45-10:45 hdelfosse@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 TITLE SIIEET Page ~ of ~1 IlOUIdD SYSTEI~1 FOR A ~ BEDRtiOrl RESIDENCE This plan has been prepared in accordance with the Mound Component t4anual SBD-10691-P and the Pressure Distribution P•Ianual SBD-10706-P LOCATED IPI THE N~ 1 /4 OF THE 1~11,y 1 /4 OF SECTION Z~ , T Z~; N, R l~ W, TOWi1 OF ~~~ GP~L.L~' Ste' . elZ-U 1.X COUNTY, WISCOPdSIN. INDEX PAGE 1 o f 7 PAGE 2 Of 7 PAGE 3 of 7 PAGE 4 o f 7 PAGE 5 o f 7 PAGE 6 of 7 PAGE 7 of 7 TITLE SHEET SYSTEM I•IAi~AGEi~1ENT PLAid PLOT PLAN PLAN VIEt7-CROSS SECTION DISTRIBUTION PIPE LAYOUT PUI.IPING CHAPIBER CROSS SECTION PUrIP PERFORI.IANCE CURVE PREPARED FOR 20'3: O W '~v: S ST2'~T X111 _ _ S~ C.Lw ~1~2, ~.tv SS03 Z _. PREPARED BY WEGE~ER SC3 2 L -TEST = tVG AND . • DES = Gam! SIERV = CE P.O. Box 74 421 IT.llain St. River Falls, ~dI 54022 Phone 715-425-0165 Fax 715-425-6864 ~EGEIVED SEP 2 5 2003 & BL.DGS D~~~ SAFETY .- ~~t'y . -~ ~~ •:~ C C~ ~ "` ~ p1NGS ~~o ~~~~ `j~ e ~/~ ~' ~~ ~~ct~NS~'ti t ~~ t FpTM ~4 i j Y+EGF.REN A9r5 P_ /~ El.LS1NORTM (~ ~ wrs. , . ~,,- ?J ~y ~{ _. ~.3 -~ 3 JOB N0. D3 ._ ~~~ Mound System Management Plan page Z of ~ Pursuant to Comm 83.54, Wis. Adm. Code - Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. Theo erating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. Th outlet filte shall be cleaned as necessary to ensure proper operatiQq, The filter cartridge should not be removed unless p ions are made to~ re am so i s m e ank that may ugh off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank; If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain Jess than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. Alt switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeker, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg/L BODS, 150 mg/L TSS, and 30 mg/L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General - This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manual [ 9}J arid local or state rules pertaining to system maintenance and maintenance reporting. S`aC~ - vO1,9.1 _ P No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Continaencv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump,. pump controls, alarm or related wiring becomes defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions about the operation or maintenance of this system should be directed to: The County Zoning Office at .~.~.5-3~V-..~L68O g1-•, C(~1~.X They system installer at The :tank manufacturer at ~ 0~ =~3.~S- $ ~(S 6 1h1 L ~ ~Z The .effluent filter manufacturer at ~•p~, Z'Z,~. S7l['Z Z,~ The pump manufacturer at "6 3 0 - g-2.[) ~l,[$l~$ GOV L.~ S • PLO'i' PLAN •Page 3 of ~ , Scale 1 "= jp ' Z.30 `T1,~- ST, k 0 0 I, SEE CORRESPON~EN'CE Page ~'~ Of ~ Approved Synthetic Covering ASTcI C33 Medium. Sond Topsoil !Ji > +t 3 Slope - Distribution Cell of i" to 22" Aggregate istribution Fipe 0 • IG Elev . ~ ~ . ~ e Force Main From Pump CROSS SECTION OF A MOUND SYSTEK A G Ft. Linear Loading Rate= ~ ~~ GPD/LN FT Design Loading Rate=D~•33.GpD/SQ FT man -o~r- ~~ -F~r~e-~fin- L . ,y r-- a c~-(~-•-------------- A ~ --~~6 $ w -~~ _-_T _---- - . B 1 d~Ft. I 1~Z Ft. J S Ft. K c`~ Ft . L 1~C~ Ft. W Z3 Ft. ~ d•S-Ft. F \.0~ Ft. F 0 -c~ Ft . & o~S~Ft. b' ~~~ F~. -Observation Pipe K- -_-__ _-- - --- ----~ ~ $octss - o - ~~ - - -__ ---_ --_`._,_` ~ Force _. ~~ ~Oisfribution ~ ~ „ , „ Cell of ~ to 2Z • P~Pe ~ aggregate . Observotion~ Pipe (aachbr secnzely) PLAN DIEM OF A MOUND SYSTE:4 Plowed Layer Distribution Pipe Layout Page S of Place the holes at the botton of the distribution pipes at~equal spacing, Remove all burrs from the pipe and holes. Extend the end of esch late.-zl up with the use of long tzars or 4f' fir.:nQ to a Foint within si.; inches of the final Q*ade. Te.'minate the ends of the late.-als with a valve,~threrde3 c~ or ~~~ plug. Provide access from final made for the valve; threrded cap or threrde3 pIuQ. • T~t~tcr L ~,Z~SS s-~ ~0~ FVC ~ F`J~ PVC L.aterl-1 ~ Maniiofd r-- Laterl t~-Lt?-1~ V\~~ - FAR= r, Rt~7 G- -- ,.C~~S six - -o --~ P ~~ - SFt. ~ Hole Di ametEr ~ ~~ Inch ~ --- S 3 Ft. - ~ Lateral ~ I Inches) X 3b finches Manifold ~t'1•ZInches ~" ~ ~ Force Main " ~ Inches # of holes/pipe `-1 . Invert Elevation of.LateraTslOO:OFt. <: . . ~ • "C. Z. VENT PIPC ~ LO' FROM OOOR, INOOW OR FRCSH -K tuJTAKE 18'MIA.I, I!U L E T PPROYED J01>JT~ .LEV. __ FT. • • ' 1 PUMP CHAMBER CROSS SECTIOIJ At\JO SPECIFICATIOUS PAGE ~ OF ~ • • vEiJT cAP WEATHER PROOF P-PPROVED LOCKING MANr_OL= JUAICTIOIJ 80X ~ COVER WITH WARNING LP~E~. 12'MIU. I GRAOE I ~-L ~ ~ I `f'MIU. ' `_ _ ~ ~ 18' Mli~. CO-JDU1T 11~ PROVIDE I -___~ AIRTIGHT SEAL. I I i I ` ' I I w/~ A I III APPROVED JOIIJT$ I I I I I I I ALARM e ~I 11 I I • ~ I 1 ors .I I I PUMP -~ ' ~ OFF D ~L 8~, ~~ ' COWCRETE BLOCK DOS E RISER EXIT PERMI1i•ED OAILy 1F TAWK MAIJUFACTURCR HAS SUGH APPROVAL 3~•APPf2ov~ ~Bt:DO t SIG SPECIFICAT101\IS 7_ ~-~~ MA-IUFACTURCR: ~ J ~Z ~~1 C~~~~ jU{~gEA OF DOSES: ~ " ~ PER OAy TAAIK SIZL : -- ~ yO0 GALLOIJS DOSC VOLUME t • ALARM __MA~ILIFACTURI<R: C„ J N~-~T~Zv SCI SI ~`~-!~ IWCLLIOt1JG bAGKILDW: ~~ ~ • ~ ~,ALLONS MODEL A3UMBCR: --~~ ~ ~~ ~t ~ R ~ CA?ACiT1E5: A-_-~~ ~ WCHES OR ~ L= = GALLOf~s sWtTCH TyPt: ~ ~~~° „ B = ~' s~'~ PUMP MAAIUFACTURi<R: GC~~L-.~~5 ~ 11JCHES OR GrLl0U5 C: S •q ~~~,.Z WCHES OR GALLOIJS w~O S ~ MODEL WUMBER: D= ~? INCHES OR 3~~'~ CALLOUS SWITCH TyPE• r'~1~-~°~-IP • 3~ l~T't~ tOO~_O 1v-~Tt:: PUMP AAIO ALARM ARL TO bE MIlJIMUM 015GHI4RGE RATE ~-,• ~ $ GpM INSTALLED OAJ SEPARATE CIRCUITS ' VERTICAL DIFFERE~iCF OETWCEIV PUMP OPF AUO.OiSTR1BUTl01J PIPE.,1S~oO- FEET - + J'1tillllYtUM AIETtnfORK SUPPLY PRESSURE ~ ~ ~ ~ ~ . f ~ 6_S~ _FEE S_v X\ ~ 3~ 'I"-~ S FEET OF FORtE MAIIJ X ~ -~ t F~ U• ~ ~ FRIGTIO-1 FAL7aR tac f~ ..___ FEET 3 , 5 TOTAL OyUAMIC HERO = . ~~ ~FEET .. ~ . As per:~anufacturer Z1.~3 gal/in. Liquid depth 36 ~'~ . , ~~b~er~~b~e ~~~l~~~l~ ~13~~ ,~ ~-- ,J. 3885 APPLICATIONS Specifically designed for the following uses: • Homes • Farms • Trailer courts • Motels • Schools • Hospitals • Industry • Effluent systems SPECIFICATIONS Pump Solids handling capabilities: 3/a"maximum. Discharge size: 2"NPT. Capacities: up to 128 GPM. Total heads: up to 123 feet TDH. Mechanical seal: silicon carbide-rotary seat/silicon carbide-stationary seat, 300 series stainless steel metal parts, BUNA-N elastomers. Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. Fasteners: 300 series stainless steel. Capable of running dry without damage to components. Ingle phase: '/ HP,115 V, 200 V, 230 V, 60 Hz,175O RPM;''/z HP, 115 V, 60 Hz, 3500 RPM; '/z HP -1'/i HP, 230 V, 60 Hz, 3500 RPM. Built-in overload with automatic reset. Class B insulation. ree~phase: h HP -1'/z HP;2OO/23O/ 60 V, 60 Hz, 3500 RPM. lass B insulation. 10 smooth operation. Silicon bronze impeller available as an option. ^ Casing: Cast iron volute type for maximum efficiency. 2" NPT discharge adaptable for slide rail systems. ^ Mechanical Seal: SILICON CARBIDE VS. SILICON CARBIDE sealing faces. Stainless steel metal parts, BUNA-N elastomers. ^ Shaft: Corrosion-resistant stainless steel. Threaded design. Locknut on three phase models to guard against component damage on accidental reverse rotation. ^ Mator: Fully submerged in high-grade turbine oil for lubrication and efficient heat transfer. ^ Designed far Continuous Operation: Pump ratings are within the motor manufacturer's recommended working limits, can be operated continuously without damage. ^ Bearings: Upper and lower heavy duty ball bearing construction. ^ Power Cable: Severe duty rated, oil and water resistant. Epoxy seal on motor end provides secondary moisture barrier in case of outer jacket damage and to prevent oil wicking. ^ 0-ring: Assures positive sealing against contaminants and oil leakage. AGENCY LISTINGS SP Canadian Standards Association ~~ .Underwriters laboratories iu cv ~u au 50 60 70 80 90 100 110 120 130GPM 10 CAPACITY 995 Goulds Pumps, Inc. • Overload protection must be provided in starter unit. • Shaft: threaded, 400 series stainless steel. • Bearings: ball bearings upper and lower. • Power cord: 20 foot standard length (optional lengths available). Single phase: •'/s and'h HP -16/3 SJTO with 115 V or 230 V three prong plug. • 3/a-1'/z HP -14/3 STO with bare leads. Three phase: •''/z-1'/z HP -14/4 STO with bare leads. On CSA listed models - 20 foot length SJTW and STW are standard. FEATURES ^ Impeller: Cast iron, semi- open, non-clog with pump- out vanes for mechanical seal protection. Balanced for METERS FEET i~ 90 25f- 80 70 20 0 W 60 U 50 a 15 Z 'o ao J F p 10 30 20 20 30 m~Jh Effective Mav. X995 . cousin Department of Commerce SOIL EVALUATION REPORT ision of Safety and Buildings r' in accordance with Comm 85, Wis. Adm. Code County teach complete site plan on paper not less than 8 1/2 x 11 in es ust Gude, but not limited to: vertical and horizontal reference po t (B , r~hd arcel I.D. rcent slope, scale or dimensions, north arrow, and location nd distance o a e ire6 Please print all informatio SEP 2 Re sewed by Personal information you provide may be used for secondary purpo s (Privacy Law., ~ 15.0~~~)). ~ erty Owner 1`~~U pt-f~.~ ~ S3 Y~)v~'Z R F~r@~~11~~cation sr. ~~1~ Date c~~2~~D3 2 ~Z = 1 >C'Py J CJ zONI G ~'~ DvE~.1 G ~~~~ 1/41\1W t/4 S Z~ T ~ N R 1 6 E (or 1N erty Owner's Mailing Address Lot # Block Subd. Name or CSM# \Z03 O1N~.~S ST . ~ l ~ ~ - - -- State Zip Code Phone Number ^ City ^ Village ®Town Nearest Road ~~-~Stz. ~N SS~Z (~ S f) z 30.010 ~~ Gt'R.-L~ 30~c~+- Y~v ~, ew Construction Use: ® Residential / Number of bedrooms T Code derived design flow rate h o0 GPD eplacement ^ Public or commercial -Describe: nt material __ 1_.O C~.S O V L~ ~ LL Flood Plain elevation if applipble fy ~ ft ral comments recommendations: 1`'1l~Ll~j~ ~j f 6 i x ItJO / ~, ~~ ~.~.i ~~ ~, ~ ` COrvZUv2. ~-~ , R4. o ' Boring # ^ Boring Pit Ground surface elev. »~ ~ Z ft- r)enth to IimiHnn fonrnr zon Depth i Dominant Color Redox Description ~ Texture Structure Consistence Boundary Roots Soil Application Rate GPD/ft2 n. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 a L~ ~ ~ =~ 2.3 c - ~ l ~ z~ ~.b'~~: ~. s h c~ - •s . ~ ~ Zz-33 z.S~t>~. 3z~ - L j ~~s'h'rv S ~ ~S - .~.~ _ t, ~ ~ So S ~ 2 313 ~ 1~- ~ r'~ ~~t,` S ~ ~ L >, w, ~- ~ i - ~ 3 , c i 1 Boring # U aonng 0 pit Ground surface elev. )0 3.0 ft- rlnnth fn IimiFinn h..b.r ! ~ Z - -T~`~~~ zon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#Z ~ ~~ 1~~-t R. 31 - S 1 ~ Z`'~.d ~-S CS - - S - `b ~ ~ -Z4 --p~ rc 31 ~ - s; ~ ~ ~,~.bk v ~.sh ctiJ - -s . ~ 3 2.q-t~Z ~.S`'12,31y -- 1 ~ ~~sbk m~~.. C S -- .-t t. Z • CiA. . a ate - nor. -- ------ -- • ---s - .... _ ..~.....n. ~ a..,. ~ vv.Qvv _ ~ av myrc. - Cmuefli SL = tiUUs < 30 mgrL and TSS < $O IT1gJL Name (Please Print) ,. /i~ I i oC . Sig ature -~ ~ -~: ~ CST Number Arthur L: ~~tdeQerer C. Gam, «~ - 220:254 ress ~W e g e r e r S o i 1 Testing & Design S e r v i c e Date Evaluation conducted Telephone Number 21 ~d. Main St. River kalls, (lI 54022 q_ ~ Z-- 0 3 715-425-0165 Page ~ of `'"' 3~ti ~Z ' ~c~v~, Property AwneF, G Parcel ID # ~ '~~1nJ ~ Boring # ^ Boring ~ -' ®pit Ground surface elev. ~ . d ft. Depth to limiting factor 3 5 in. Soil Applicati Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#~ o - ~ loH ~z 3 t z ._ S1 1 Z`{?sb~ w~`~t, e S .S Z q_3~ l.n~R Sly _. Si l ~ Sbk y~.`C c,t~ .5 3q-3S ~.S`2R3/~ -- ~S 1.~-S1~l-t h'1V'f`1. ~-.S _-1 3S-S3 `~j ~-t 2.3 t 3 ~~~ 7 S K 2. S 18 O~ 1~v~ 'F t" . 3 ~~ Boring # ^ Boring ^ pit Ground surface elev. ft. Depth to limiting factor in. Soil Applioatio Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •E{{~t Boring # ^ Boring ^ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Horizon Deplh in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 •Eff#1 •E 4k. Effluent #1 = 80Ds > 30 < 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = BODa < 30 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 ~ need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. seo-s~3oiR.a~ooi Page -~ of ? ~v E 0 a o'~.,J/ ~1DY ~ ~ ~ v Q~ N O J Ud 3~ ....^ T~LP~ wIL~-N, _-:- ---_ _- ~ou~: 1~1-pC`1- A ~ = F1 c~L~}j !}5 .~NSlTZ~ ~c.LS~t tit G Lp, r;~Sc=f~sPE . _ __ - _---= z3~ • ~s`r i -~/'~-~~ tiu~' e~w1~7 ~~ ~ ~S~vR,C3 ~ I its o/ r b I __________. _ 3 00 ~ ~ _'___ ~ / ~~ ,~ • 1 ST . ~,~ i C . ~ ~ -1Z -03 715-425-0165 220254 Q3-1~ CST Signature Date Telephone I~Io. CST i~1o. Job P70. C7w'nerBuyer x Moiling .+~ddre,~s ~~_~ta PPOpnt-[y Addrtss ~..: sT cl~oix cav>~rrx SF.~F'I°IC TANK MA.IIV'TZ3NA2~TC$ tLC~F{BEMBIV'1' AND tawNERS~I' GBRTIFCCA'I'ION T~ORM .. ~J~ (Verification required from ptauaitig t7eparbttent ipr new aaasauc~luui . .~C•t~ py_ Parcel Identification Nur~bor CitylStste a Property t,acatfooli ~. ~<, L,.ot # Subdivision , Vottunm Page # _.___. - Certified Survey Map # watraritY 17eed # G C1 ~( ~ . ~b1Ui11C Page # .~. Spec beast D yep Q na Lit lines idautafiablc D na 5'~i~5~1N~"ENA.'~C~ I~,gropef use and main~nAatx of yo>ff septic system cnutd result in its prem~~p~°P~~, yo ~l'~ ~ m cnasfsts of P+~Pi~ Qtit! the ~pkic tank curry three year's or sapner,sf tiee~d b7' tau at~oct the ttiaction of the septic task is a ereatmtat stngc in the waste dispoaai systea~- a cettiticatiou fot~zt. s~.ed by tha nwncr and by a 'T~e property owrs:xx alas to bubrait to 5G Croix ~aoiA$ I3opa~~, ~ r ptunsber, j a+irnaYmsxr, Plumber, resktotadpltsxabQ cr s [iceose=ipttmper vertfysn~ #hat (1) Hu o4-rfte wastewatat di $! sy6tam u i~ prapcr tiP~~B r,~nditi0n andlor (2) attrs inspection atut piimpiog (i£ aecrasszy), the 6tPde taak is less than tl3 Putt of sludge. T/we, tba undcniY,aad l~sve read tho above rsrquixamcutrt and ado to nst.'tntein the pdvato 6awtge diSpOSaI cY~ with. the standards ut f herein. as set br tho D of Cb~*Y*se toed Lhe DepZ4rtmrckt cfNz<tut~Rasou7ccs, State of Fstiscoaafn. C~:titicatioa ezzt~g tsar your septic eyrtem has been maiutaiued pau9t be eotttjsieted and sr:tura~d to the St. t~aix t~mty ZAniat: Office vrithia 30 r ~,yz pi .= three yt; ~xpir~oa darn. ,~, Co, ~ d -~ DA'x'S SIGMA OF AP O~~ ~ ATI(~~I a~ arc the owuu{s) or I {sac) urtify that sU rcatcments no this fame arc auc t~o the tsett of rey {our) lxowledge. t (wo) ( ) the property dnsca. abov~/by r+ittue oC A ~errarranty deed recorded is Rely of Dads 4fflee. DATP. ~~ t Any in.[ormatian that is mis-rcpzgeated may rasuk is the sanitary permit bcis~g revoioed by the Zoning pcp~cnt. '' •,'y ...~.. • a jpclade v~itb thts applisxtion: a the ~fi ~survoY ~P ~ ~terer>ee lsot~dc in the wau~eatY deed y 3 8~ 0 9 7' 74~~'~9 Document Number STATE BAR OF WISCONSIN FORM 2 - 2000 WARRANTY DEED This Deed, made between Duane Bauer and Lucinda Bauer isband and wife Grantor, d Txai-Ghana P. Youne and Lousee V Young ~antee. Grantor, for a valuable consideration, conveys and warrants to Grantee following described real estate in St. Croix County, State of Wisconsin (if Ire space is needed, please attach addendum): 1/4 of NW 1/4, Section 21, Township 28 North, Range 16 West, Croix County, Wisconsin. f~ts~~~ ~~ - l-~I ~s3 ~ ~ o -120 ~~fg SIDi',~ p• `' '. '~ V~ 4rtl MAUREEN K. '~ ~' i KISHEL ` y'~~Y ~- ~ ova-ltuou-bu -- (7C~'pl. • Y~l ! ' Parcel Identification Number (PIN) This is homestead property (is) (is not) Exceptions to warranties: Easements, restrictions and reservations, if any, of record. ed this 1 ~ /h day of ~~A~~~ , 2003 ` V * Duane Bauer ,~pp -~ -~ `~c~ * cinda Bauer AUTHENTICATION this day of LE: MEMBER STATE BAR OF W] (If not, authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRA Krishna Ogland, Attorney at 304 Locust Street, Hudson, W[ may be authenticated or acknowledged. Both are not necessary.) persons signing in any capacity must ~ WARRANTY DEED Recording Area KATHLEEN H. iiALSH REGISTER OF DEEDS ST. CROIX CO., XI RECEIVED FOR .RECORD 10/17/2003 09:00A?l MARRANTY DEED EXEMPT IE REC FEE: 11.00 TRANS FEE: 330.00 COPY FEE: CC FEE: PAGES: 1 ACKNOWLEDGMENT STATE OF Wisconsin ) St. Croix County ss. Name and Return Address ~~c ~ r Personally came before me this _~ (~ __ day of 2003. the above named --- Duane Bauer and Lucinda Bauer, husband and wife, to me known to be the person(s) who~executed the foregoing instrument and acknowledged the same. --- - - -- * - Notary Public, State of ~)~ My Commission is permanent. (If not, state expiration date: or printed below their signature. STATE BAR OF WISCONSIN FORM No. 2 - 2000 INFO-PRO (800)655-2021 www.infoproforms.com 11:32 FA% 7152352592 T L SINZ PLUMBING INC ~ 002 ~IaF+3 o-31 : ~, ~ PI'7 CHfaMG YOUNG +~1rZee8 x2:3'7 612372677 ~,._r ~/` 29, 2003 ,SSY ~ i S 9856 P. ~J2 Imo' MAIM' Y"'+ a~ sr. c~totx covr~T~ ~scorrsn~ 8;a8~8~ 0>i~i'llir! *i'1'. G~OjaC OQtJNt'~ Go~-B1ilV>E+EBIVT' C8M'1!R 1101 C.srrrrichael Road 1~dbOq WI 544167'71 Q (71,5 381~i-4680 FAX fT15) 36b~1b86 fancy Rsaden Ms. Ssnay Ge:Ft~e rant 8dine Aeshy 7 Vi]~a Strad, Suite 20b 400 S. second Surat, #130 Jaen, wT. S44t6 I~udsoa, WI 54016 Daauto B~eb ~p~l, $e~ott 20 attd 2x, Pau Qaiie Towash~p ~' fie. Re~nelm & Ma. Gehrkc: is tattier is is ccspoaee w your inquiry abQOt adding a second sa~idence onto 'dae Dusnc Bauer f:,rm tract, iiCl! is zoned atC~tLSive BErACU1NRZ. I be+Y¢ hi~hiighted tt~C BbOVL reflrettcad tbtm tt~Ct G~l1 the e~cioe~ on tt~-. w~rdhtg m aui darabaie, it sppp~ that there !s only ono cesidcricx on the farm txacti Iocacad rresl Z0.28.16.291A. 16BVe eactoeed a pareal map for your mnveoiCeeG According w th;A infitrengtieri; v woaid be,aligibia t<i add a arsond tzsidenct with :tae ao shat t'tte oetapamcs o~ the rcaond t'esRdm~ee be `rt+-alvad in s$icwlt~e. 8laaae sec tl~ ~AC(aaed esctus~ive agt~iwltnre zeniQg andit~ee fair any ,iaditior-al ae~tNc'eiana. TF yen, tasva aaY i'nrthar gnestiona. please fast flee w cae-taa mc. ii~tarcly. mu> 8tntnericb, ~ning're~o~p ~nCfioCW+O zap ~r~ czt1~ ~~ >~a~er C ~ n~ ,d~,...e~ f ~~~- z 3v -~ 70~ 2003 11:32 FA% 7152352592 T L SINZ PLUMBING INC T.L. ~Sinz Plumbing Ir~~ f~jool E5609 708th Avenue 1Vtenomonie, WI 5451 Date: Phone: (? ~ S) 235--2644 Fax: (718) 235-2592 ~` 381v.-~,~,~ No. of Pages: (including cover) Attn: ~~~SSi~-'t ~~~ From: ~~ Subject: ~.,~}s, P~~ ~ S~- -r~ ~ ~,s-~~s-a~~~ 1 .az~u u,v~ .~y~~ ao Message: ~ ~ .~ ~"~_ v _._-- U Signature: ~.hth~ l~\ ~f ~~ 4, , ~ ~o ~ °~'~ - ~ o ~ ~ ~ ~ ~ ~ ,~ -~., ~,~ ~s ~, . ~'~, ~ ,~ -______ r --- A liE, -'--- -_,~ _ - ~.c ~~I15 ~5q~ _______ - ----_.__ lv~ (4~~(0~o m~~5v~ f W 1/~-NE 7/4 290A ~.,-E-~c.,s.o ,~ a ' ,, ~ ~, 1/4 __ ~ 838/312 ~21~«So ~ I .-..__ I i ~-_._. ~ ~ ~ tea- t0 ~~ ~ ~ 1' N -~ '~ o N ~"~ P ~~ _ __.__- _ _--- Hl 1 S _ --"-- _ -- f I w ~1 ~~'+ /1 \ r \\ \ ~I J J •~ G V, mil/ ~.I~ V I ~S I I I I n 0! N O I . 4 ~ ~ ~ ~ I ~ N 001 N Q 7 ~ ~ I ~ C ~ O. I ~ I a I ~ ~ a ~ I ~ ~ a W ~ - I a I o• I ~ I N I I o ~ .o I ~ ~ ~ I I a i N Q I Z O_ I '-'~ o 0 I I ~ N I A ~ C I Z N ~ I O N I A 01 I j I I I I I n~,~ ~ ~,07 Q ~ fl I '• a•~N•~ ~~ a S7 p x ~ I ~~com <m ~ o -av~I ~ ~~ 3 ~.d c m c~ cep > > o ~ I ,~g~~"~w~~.Z I ~ m ~> >~ ~•~ ~ •o I < aN~ ~n m a ~~~ v m ~a I ~ a~ ~m 7 7 ~ y I _ _ 7 d a~ to p ~ ~ O ~ ~ ~ I ~ y pc~ o m ~~ I ~~. OtH~ p ' p~ 0 y c I j t » ~ O f~/ ~ O < I I 0 j Q ~o Q-~~ 3~~ 0 ? H (p I ~ O 7 I ?F I °o ~ ~~ 3d o d y ~ '~ ' :! o ~ °c 1 C; ~1. ~ ~ ~ ~ Iwo N -+o ~ ~~ C c ~ ~ M.{ ~ ~ N ~ ~ 0 ~ w ~ O c~O g ~ • 0 ~, ~ g ~~ SA ~ ~ ~ W ~. ~ c w ~ ~ o ~ ' N `~ ~ 0 gam ° c~rrn ww m ~~Q ~~ a '0 hl ~ to !A fA ~ o v ~ A A ~ N ~ ~ ~ N ~ 0 _ 3 `O -+Np• a Q N c ~ Z Q Q ~ ~ C! ~ fD ~ 7 O• W ~ m ~ i a j z ~ a A :. ~ z~ ~~ Z ~ A 'A c 3 a as A O two O ~ 1 a 0 °w ti ;O Oq 1 ; A ti PUMP PERFORMANCE CURVE PUMP PERF°RMANCE cuRVE PUMP PERFORMANCE CURVE SUMP !EFFLUENT MODELS EFFLUENT MODELS 3~a°, 1~2" & s~4" souD PASSiNC cnPAaTr 318",112" & 314" SOLIDS PASSING CAPACITY „~ 1}5 191 MODEL qg 53/55 72 76 98 1371139 140/4140 151 152 153 13D 51159 15 to 5 ]2 53,55 ]6 13] 5],59 139 10 20 30 40 50 60 70 Bo 90 100 110 120 '~30 140 tso NS -T 0 BO 160 210 J20 400 48D 560 ROW PER MINUTE 009922A SEWAGE AND M°°`L 9012, L1ei w DEWATERING 5 ";`59 92 31D ~ !'- 10 3.0 SJ 201 80 15 a fi Jz ~q zo 6.1 -_ R5 ].6 75 ~ as ,,,, __ __ 186 4186 185 4185 16114161 163!4163 16514165 185/4185 18814186 188/4188 189/4189 191 Gal. Liters Gal. Liters Gal. Liters Gal. LHeN; Gal. Liteers Gal. Liters Gal. Lteters Gal. L9ters 100 379 81 231 61 231 58 220 145 549 145 549 45 170 93 362 61 237 61 231 58 220 740 530 id0 530 45 170 85 322 60 227 67 237 58 220 134 507 135 511 45 170 79 299 59 223 60 227 58 220 128 48M1 131 498 45 170 70 285 57 216 59 223 58 220 122 d62 125 473 45 770 82 235 55 206 50 T20 85 322 SB 220 116 439 120 454 45 170 45 770 46 772 55 206 70 285 50 220 104 394 109 413 d5 170 20 76 33 125 50 168 51 193 58 220 90 341 97 367 4S 170 15 57 39 148 32 721 58 220 71 269 85 322 45 170 23 B7 9 30 52 197 51 193 69 281 45 170 - _ _ 10 36 - - 45 170 2fi 108 51 793 45 170 31 117 2 8 34 129 45 170 is BB n sa a6 1s1 - - - 6 75 - - - - 30 174 _ _ _ _ _ _ _ _ _ _ z0 7s _ 10 36 S6 fl. 17.1m 68 fl. 20.1m 89 fl. .4m 73R 2 2.3m 174R 3 4.]m 81ft27.7m ifOfl. 335m 737R4 1.Bm 0099226 A CAUTION Model 185/4185 should not be subjected to less than 30 feet TDH. NOTE: For Pump Performance on Model 112, I ndustrial column ex losion roof um ,see FM0219. 0 1 Q W U 1 Q Z p 1 J Q 1-- O 1 2D 27° 009904B PUMP PERFORMANCE CURVE SEWAGE MODELS 2" SOLIDS PASSING CAPACITY 2 5 A CAUTION Model 293/4293 should not be 211 264 292 284 Zga 295 subjected to less than 15 feet TDH. 0 10 20 30 40 50 60 70 80 90 100 770 120 130 140 150 150 170 180 190 200 210 220 230 GALLONS LITERS ~~- ~- 0 80 160 240 320 400 480 560 640 720 800 009904ABLK FLOW PER MINUTE © Copyright 2002 Zoeller Co. All rights reserved. 5 ~ 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. DO NOT ever cut, splice, or damage power cord (Only splice in a watertight junction box). 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. DO NOT use a discharge pipe smaller than the pump discharge. 7. DO NOT use a sump pump as a trench or excavation pump, or for pumping sewage, gasoline, or other hazardous {squids. 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. SSPMA MEMBER SUMP AND SEWAGE PUMP MFRS. ASSN. YOUR ASSURANCE of QuauTY 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. 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 13. 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 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 unplug the pump - maki ® sure you are not standing in water and wearing insulated protective sole shoes. Under flooded conditions, contact your local electric company or a qualifi licensed electrician for disconnecting electrical service prior to pump removal. A WARNING Submersible pumps contain oils which becomes pressurized and hot under operating conditions - ' 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. Motoroverheatsandtripsoverload Incorrect voltage,negatsve head (discharge open lowerthan normal) impellerorseal 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 underfloatassembly,floatorfloatrodboundbypitsidesorother,switchdefective,damagedoroutofadjustment. 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 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 period, every new Zoeller Pump CGmpany product to be free from defects in material and representative or other person to assume for us any other liability in connection with our prods workmanship under normal use and service, when properly installed, used and maintained, for 1) ContactZceller Pump Company, 3649 Cane Run Road, Louisville, Kentucky 40211-1961,Atter 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 additi 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 orthree (3) year optional warranty) that inspections determine to ZOELLER PUMP COMPANY EXPRESSLY DISCLAIMS LIABILITY FOR SPEC be defective in material or workmanship, wilt be repaired, replaced or remanufactured at Zoeller CONSEQUENTIAL OR INCIDENTAL DAMAGES OR BREACH OF EXPRESSED OR IMPI 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 PURP~ 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 EXPRES 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 limitat' 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 Zoeller Pump Company, subjected to misuse, misapplication, neglect, alteration, acddent 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 fn 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.