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008-1011-15-050
Wisconsin Department of Commerce Safety and Building Division PRIVATE SEWAGE SYSTEM INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide maybe used for secondary purposes (Privacy Law, s.15.04 (1)(m)l. Permit Holder's Name: City Village X Township Doornick, Dou Eau Galle, Town of CST BM Elev: Insp. BM Elev: BM Description: /o~ yv1 csT TANK INFORMATION TYPE MANUFACTURER ~ T#- ~' CAPACITY Septic ~ ~ Z~, t- ,'t l ~^M ~tw Dosing S a,/~, A~ (OAS Kocatinnrt Holding TANK SETBACK INFORMATION TANK TO P/ WELL BLDG. Vent to Air Intake ROAD Septic ~~ ~ /~ /~ -., Dosing ~~ / ~ ~ ~ / / ~- Aeration Holding PUMP/SIPHON INFORMATION ~, 1~ Manufacturer Demand e~ GPM Model Number ~~ Zq TDH Lift I Z ~`1 Friction Loss System He d ~ LS TDH ( Ft ~ , !, r~, , Forcemain Leng ti~ 6 + Dia. ~ Dist. to Well J , ® 2 ~ SOIL ABSORPTION SYSTEM ELEVATION DATA County: St. CrDIX Sanitary Permit No: 488250 0 State Plan ID No: Parcel Tax No: 008-1011-15-050 Section/Town/Range/Map No: 04.28.16.57A20 STATION BS H /b~``'f FS ELEV. ~ Benchmark 3 ~ ~~ ' AIM / 3. 9,~~~,/ Bldg. Se er /a , 05 93.35 SUHt Inlet ~~ ~S 57.95 SUHt Outlet i ~ Dt Inlet ~. ~ Dt Bottom 1.3.`3 ~. y5 Header/Man. /• 3b /a7. Dist. Pipe i- 3+ /oZ Bot. System Z , a3 z -t~3 /~! ~ 3'j Final Grade p. ~3~ /03 - ~ (~ St Cove ~,: ~o~ . 3tv . a Gbt~-~ ~ ~ ~.3 BEDITRENCH Width ~ Length j No. Of ranch PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ~ ~ ~ -.~ ~ SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer. INFORMATION CHAMBER OR Type Of System: ~(? ~~ • )~ „ )~ UNIT Model Number. ~ v DISTRIBUTION SYSTEM Header/Manif Id P t 3 ~ Diet (bj ti~~ ~ (~ t ~ i / Pies , ~ x Hole Size ~ ~ /p ~ x Hole Spacing rr z,t2 Ve~~ Air Intake , f~,+l`..~ Length Dia 3 Length Dia Spacing 1// SOIL COVER x Pressure Systems Only sY Mound Or At-Grade Systems Onlv Depth Over ~ / Bed/Trench Center Depth Over Bed/Trench Edges ` xx Depth of Topsoil ~.~•- ~ • ~ ' xx Seeded/Sodded xx Mulched N ~ .; ~ Yes ~ No o es 0 COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: 7 1/ ~ / b ~ Inspection #2: / / Location: 534 Cty Rd B aldwin, WI 54002 (NE 1/4 SW 1/4 4 T28N R16W) NA]Lot 1 G In,~~ ~Palrcel N : 04.28.16.57A20 1.) Alt BM Description - ~'J ~ ~ ~-' C~.~~ ~ ~~ ~ "R"c-(t~ ~ ~ w J~ 2.) Bldg sewer length = ~~ ~' '= f -amount of cover =/~ ~ ~~~ y ~~ Plan revision Required? ~ Yes ~No ~ '"'] 7~ Use other side for additional information. l CJ SBD-6710 (R.3/97) Date ~J Cert. No. -~ S~d`~ Safety and Buildings Division County ~ ~ 201 W. Washington Ave., P.O. $ox 7162 ~s"~~n~~~ Madison, WI 53707 - 7162 Sanitary Pemvt Number (to be filled in by Co.) Department of Gommerce {608)266-31.51 ~ $ Z S~.~itary Permit Applieatio State Pi a n LD. Number In accord with Comm 83.21, Wis. Adm. Code, personal infomyati provy - - 1 /~ ~ ~ ~ y ~ 6,J may be used for secondary purposes Privacy Law, s15.04(1 Project Address (if diffr~t than~ ng / bbb I. Application [nformation-Please Print All Information ~ 53 R J Owner's Nam o ot # Block # pPs~rctl # j i _ ~ £ - L o ~S d~ g O~L~ _3._ Property Ow 's Mailing Address Property Location a ~ ~D L3p'y'` ~ v-~. ST. CROIX COUNTY `' I. / /` N ~ ~ W ~ City , State Zip Code Number %, /,, Section 7 // L9 ~ • • S't ~ i 3 ~ t 5 c ,~ $ I ' 01 ~1 (circle ~~ ~ 5 ~~ " 7 ~D N. R ~(o g ••~v, 1 IL Type of Building (check at appty) a k ~5 ~ ~ '(`'~ ~ ~ ~,,; ~e bdi i S i N 1 or 2 Family Dwelling- Number of Bedrooms e ~ ~ u v on s ame M Number ^ Public/Comnyercial -Describe Use /Va h~('~.r..Ja %,,.. ~,t d ~ ~ ~ { / 7 `~S 9 i ~ n ^ State Owned -Describe Usc (o .'~' 7J~ d o,, ~..,,u ~r~ (f ^City ^village ~7'ownship of 0.u. a L- III. Type of Permit: (Check only one box on Ilse A. Complete line B II applicable) A. New S rem ys . ^ Replacement System. ^ TteatmentlHolding Tank Replacement Oniy ^ Other Modification to Existing System -_ . B• ^ Permit Renewal ^ Permit Revision ^ Change of ^ Pernvt Transfer to New I~st Previous Permit Number and Date Issued Before Expiration Plumber Owner ~ IV. T of POWTS stem: Check all that a v t-' ^ Non --Pressurized [n-Ground ^ Mound >_ 24 in. of suitable soil ound < 24 in. of suitable soft ^ At-Grade ^ Single Fass Sand Fiit~ ^ Constructed Wetland ^ Pressurized 1n~iround ^ Holding Tank ^ Peai Fiber ^ Aerobic Treatment Unii ^ Recittxrtating Sand Filt Recirculating Synthetic Media Fitter ^ L.eachiug Chamber ^ Drip Line ^ Gravel-less Pipe ^ Other (explain) ~,,,,,~ ~.,, ~ ~-. V. Dis etsailTreatmentAyea Information: ~ Design Flow (gpd) Design Sol! Applicatiart~C/rite(~pdsf} Dispersal Area Required (sf) Dispersal Area {sf) System Elevation ~ '' . f ~i2s -- ~~~ /spas - - /3~ / /U-~- 33 ~ VI. Tank lnfe Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Galleys of Units Concrete Constructed Glass New Tanks E><iseing Tanks ~ ~ r' /./ v r@.,~C,p ~,' Sep`ie Idiag Tani` 00 (? oa c~ / c~ ,/ Aerobic Trtatmrnt Unit Dosing Chamber Oc? b~"~ ~ VII. Responsibility Statement- I, the underslgtted, assume tespoosibility for installation of the POWTS shown on the attached platys. Pl tier's Name (Print) Plum s Sign MP/MPRS Number Bttsiness hone Number ac,~' /~oc,~ma~l /t'1 t~ 2 Z Z d' 3 /~ ?r' a35-7•(0 3~ lurryber's Address (Street, City, State, Z' e) VIII. oua / De rtment Use Onl pproved Sanitary Permit Fee (includes Groundwater i~ Dat Issu Issuin t Si o S 8n Surcha eFee ~ ~~~ , ~~ rg ) ^ Oamer G1Yen Rea 9r-Denrai ~ z4 ~I i W IX. Conditions of ApprovaUReasons for Disapproval SYSTEM OWNER: ~ ~ L b .~•.~ ; ~- , ~ ,n.5 1 n / . J ~'a,~ (bJ ~ P~ 1. Septic tank, effluent filter and 1 (~ ( ' 1 diaperaal cel ~. i .n.. ~ ~t~.vC' ~-...) I min.. 5 ~ C~ ~W~ ~ ~, l lan rovided by pkurther t I l . p p a gemert 2. AM telbat:k r inrtteMS tntist lee rraiiMak-ed 11 ` st p.r appff~le cotM ~ oroitwtces. !-~ p ! ~ ~~ Q-~' nn v~ ~ 5 ~- S c_,L..c~ ~ LsL 1 a ~..~ .` r . _.---- -~•~w•--~ r,~u° a•d •+.~ ~~.+.sr vuq~ .vr inc ays[em on paper rare Mesa noxn alit x ~ I rnWlS m size SITE PLAN NE,SW,4,28, N/R16W Eau Galle township St. Croix county LEGEND 1 Bh;: 1 U0.0' tc~p of ctnxiE~it ZE31~~1: 99.2" tt~~~ ~~'i~~:c~zlt~iuit X pits ® grade elevations ~~ ~o a~ contour 1 No Comm 83 problems ,o. ,....-~--: Scale 1" - 44' exce ,_- `' ~ ~ ~ ~ ~' lrt where indicated System Elev. 102.33' on contour 101.0' !~! I c DOORNINT~ ~ *-~=, , ~., ~ ~ ..~- "r ~-- 1 3v' -, ,' J,,_~ u L_ ___v_ .~ ~`° -o. ~~ p,~ ~' Ti'~p o~ Q btu ~ L. P L,3J.~A e.v ~y~, `~ ~_ Quo r" " ~ ---~ -~-~--- --..r~ --.~. - -: .~ _ .~ ~- --~-M o ~~ 6 of 8 2/~. /S' ~,2:~ C 233' ' C ~ I SITE PLAN NE,SW,4,28, N/R16W Eau Gape township St. Croix county LEGEND t BM: 1 OQ.O' tap of conduit 2$M: 99.?' tap of conduit X pits • grade elevations contour ~ No Comm 83 problems ,~ Scale 1" - 40' except "~ "`~ where indicated ~- z.~ ~ System Elev. 102.33' on contour 101.0' .~Cj ~,~.~: " 1~ ~~~ ~~~ 0 -°~--,~ ....__ -~ ` ~ ..~ ~' ~ 1 3U' a 2 '~ _.. ~tc~ __- do -~ e ~ ~4,. 5 ~.~~ /~ Q~° r° ~ /~ ~~~- - ~/ /~ ~ \~ m roject: DOORNINIC , . t` o~ 6of8 ~,~. ~S- Y `v C 233' L commerce.wi.gov i ^ isconsin Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commerce.wi.govlsb! www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary June 22, 2006 CUST ID No. 222839 JACK A BOWMAN BOWMAN PLUMBING, INC. 2819 KNAPP ST MENOMONIE WI 54751 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/22/2008 SITE: Doug Doornink 233RD Street Town of Eau Galle St Croix County NE1/4, SW1/4, S4, T28N, R16W ATTN.• POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 Identification Numbers ~ - Transaction 1D No. 1284365 Site ID No. 714560 Please refer to both identification numbers, above, in all corres ondence with the a ena . FOR: Description: Three Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No:: 1081989 Maintenance required; 450 GPD Flow rate; 20 in Soil mininnum depth to limiting factor from original grade; System: Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1), Pressure Distribution Component Manual -Version 2.0, SBD-10706-P (N.O1/O1); Biofilter 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. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during constructiori or installation and prior to occupancy or use Reminders Conditi ~-~~~~ pEpARTMENT CC C~i~~ O~ ~1.~ ~ , SEE CORRE: • This system is to be constructed and located in accordance with the enclosed approved plans and with the component manuals listed above: • 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 POWTS 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 JACK A BOWMAN Page 2 6/22/2006 • 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. Owner Responsibilities: • 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 maybe 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, Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday charlie.bratz@wisconsin. goy Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART coder 7633 cc: Leroy G Jansky, Wastewater Specialist; (715) 726-2544 Loretta Larrabee , L & L Farm/Soil Testing Private On-Site Wastewater Treatment System (POWYS) R Mound and Pressure Distribution Component Design F~, New Residential application tS '~~/N F~~~C.,~ Index and Title Sheet q~ ,,-,. ,, ... a ~~ Project Name: DOORNINK Owner: Mr. Doug Doornink Owner's address: 2936 130x' Ave., Glenwood City, WI 54013 233rd Street Location: ONE Lot: NE SW 4,28N/R16W Legal Description Eau Galle township, St. Croix county Township/County Contents: Page l: Page 2: Page 3: Page 4: Page 5: Page 6: Page 7: Page 8: index and title general information & lateral diagram mound drawings dose tank pump information site plan management plan contingency plan Attachment: soil test to state plan 1'~~• ~ y '.r:dri .,~ ~ Age, Questions, please contact ~,j`„i;; designer - loretta ~~ ~~~•'~~zc~ L an L Perc Testing LLC arcs 715/664-8184 office & 715/664-8164fax ,~~N~''r~~ ENC~, Plumber: Jack Bowman Signed: MP 222839 Date: Mound component manual for POWYS Version 2.0 SBD-10691-P (N.O1/O1), and Pressure Distribution component manual -Version 2.0 SBD-10706-P (N.O1101) page 1 of 8 GENERAL INFORMATION NEW SITE Three bedroom home, 450ga1 DWF 8% slope system area 0.4 soil application rate 20" limiting soil factor 1000/600 Wieser tank with Orenco FT0822-14B effluent quality # 1 Number of laterals Lateral dia. Lateral length (P) Lateral spacing (S) Manifold dia. Forcemain dia. >~ end fed system w/2 laterals dispersal cell design loading rate 1.0 linear rate 6.00 orifice sq/ft. 10.50 LATERAL LAYOUT DIAGRAM (not to scale) End Fed System 2 orifice dia. 3/16in. (0.188) 1 1/2" orifice spacing (X) 42in. (3.5') 73.5 ft. orifice per lateral 22 3.Oft. lateral discharge rate 14.52gpm 1 %2 in total system rate 29.04gpm 2.Oin turn-up end on lateral at manifold for access of lateral at both ends for servicin ~_Valve box finish rade Last orifice next to fitting 0 J project: DOORNINK page 2 of 8 Force main 2" dia. PLAN VIEW OF MOUND (not to scale) J= 6.5' A= 6.0' I = 13.0' W= 25.5' D= 1.33' (16") K= 10.5' required bed 750sq.ft E= 1.83' (22") B= 75.0' proposed bed 750sq.ft. F= 0.83' (10") L= 96.0' required Basel area 1125sq.ft. G= 0.50' (6") proposed Basel area 1425 sq.ft. H= 1.00' (12") observation pipe @ 15ft. Observation pipe r I ~~ u H ^ ~ 3 0 L o I Mound Cross Section View (not to scale) Finished grade elev. 104.16' Lateral invert elev. 102.83' lllll~ 2 {1111!1 Dispersal cell elev. 102.33' / / / / / / // J-r~-r~ / / / / / / / / / / / / H ---- - - - --- - - - -- 3 ---- ----- --- --- --- - E -- -- -- -- -- D --- ---- -- --- ---- --- --- -- - - tilled layer tilled layer contour 8°/ site slope elev. 101.0' ----- 4 dispersal cell = 2" -------- ---- --- ___ --- Of-lateral -- --- --- 3 - - --- ~----- ---- - Aggre ate bed 6" --- --- -- --- --- Numeral Key 1 topsoil cap 2 subsoil cap 3 ASTM C33 sand 4 synthetic cover over cell 5 aggregate 0 1.Sft. I O.Sft. 4in. dia. observation pipe with 1/4in slot project: DOORNINK page 3 of 8 COMBINATION SEPTIC TANK /PUMP CHAMBER (No Scale) • _Approved Locking Manhole Cover With Warning Label Attached u„ Weatherproof Approved Warning-Label Junction Box Ygnt Ca ., Y ~ ~dc~ ti-~=-~ ~ ~~pP~ 12 hii n i mum 1z . ~ ~ ~ ~ 4" Minimum Final Grade--.~ - f ,_ ~" Quick - ~ ~ Disconnect 18" Mini; um `--- ~ ~ .- 1 /4" Weep Nol e Baffle kpproved Joint Y r A I/uNS~9:40 Pipe ~ :xtendi ng 3f - Al arin ~ $ Approved Joint Into Solid Soi 1 On ~, C ExtendS~ng 3p'~ ~~. ~ r U ` Onto Solid Soil Off lS' • ~ a Conc. 8l ock 3" of Beddi nq Under Tank -~ _ Note: Pump and Alarm Are On Separate Circuits p _ ZoUWF % I 1 ~ /1? llLrd Tank Manufacturer : (.t~r~.c, ~ ~ f~ : fih ~~~ - `~~ ? ~ '"' ""~' ~~~ ~ y ~ ~~ ~i Tank Size-Septic/Pump : ~ovc / f,DD LP Gallons Ai arm Manufacturer: ,~ ~~ ~~~~~.cto -:i=nc-• - ._~j/ C~yGallons Model Number: ~,•er~.. Zoe? Capacities : A /8' inches or ~ , Swi tCh Type' ~s2P ~ s~ + B ~ . inches or~Ga11 ons + C_ b inches or a~?, ' Gal 3 ons Fump Manufacturer: ~~p~~~ - ~ p lp inches or i ~'~,~ ~ Gal l ons Model Number: ~ a Gallons Minimum Discharge ate : 2.q Tota1 _ . _ _ __ ~~_i riches or_~(~ Feet gal/in l,~~ Yerti cal Difference. Between Pump Of~ and Distribution Pipe : /( ~'3 Minimum Regui red Supply Pressure :..arse. ~ .~~.~- - - - - - - - - - • - -~"~~ ~ Feet /;3Q Feet of Force Main x i..l`~ Friction Factor/TOO Feet: +~~ eet ~ Inch Diameter Force Main 7ota1 Dynamic Head:...=2~Feet - project: DOORNINK page 4 of 8 SECT{ON: 2.24.045 QVi1L/TY pU~tfPS ~NCE ~,g3,9 ~~ ~~ FM1502 COM Iiiw' ~ 0701 Product information '' \ ® ~ Supersedes presented here reflects VL / ©' ~' I A~i1~ ® 12W conditions at time of ! L.~'d $~ ~A '~-~" publication. Consult factory regarding discrepancies or MAIt TO: P.0 80X 16347 • Louisville, KY 90256-0347 visit our web site: inconsistencies. SHIP TO: 3649 Cane Run Road • Lou~lle, KY 40211-1961 http://www.zoellercom (502) 778-2731.1 (800) 928-PUMP • FAX (b02j 774-~24 y Durable Cast Iron construction. Non-Clogging bronze vortex impeller design, passes %2" solids. ~~ Oil-filled hermetically sealed 1 HP, single . phase, 3480 RPM motor, with thermal over load protection. Available in both single or double shaft seal designs. • CarboNCeramic seals. • Assembled with Stainless S#eel bolts. Oil lubricated bearings. • 15' UL Listed Neoprene cord with molded plug cap and ground wire. • 1 %2" NPT vertical discharge. ,~ =Stainless steel lifting handle. • BN and BE models Include a variable level float switch and 1'/2" X 2" PVC adapter fitting. • Operates at temperatures to 130°F - 54°C in effluent or dewatering applications. Corrosion resistant powder coated epoxy finish. Note: The sizing of effluent systems notTrtaAy requires variable level float(s) controls and properly sized basins to achieve required pumping cycles. ~°l1i1~/F ~n MAIL TO: P.O. BOX 16347 Louisville, KY 40256-0347 SHIP TO: 3649 Cane Run Road Louisville, KY 40211-1961 (502) 778-2731 • f (800) 928-PUMP FAX (502) 774-3624 Z Manufacturers of.. . 140 / 4140 Cast Iron Series (For Pump Prefix Iden~cation see News 8 Views Q052) ~.~'V-MATE" FOR SEPTIC TANK -LOW PRESSURE PIPE (LPP) AND ENHANCED FLOW STEP SYSTEMS s EFFLUENT Y R OR DEWATERING PUMPS = SUBMERSIBLE ,~,~~.. ~°~~ 1'/s" NPT DISCHARGE Madel BN14n Model 140 Sincalc c~~,i Sinyle Scal ?t~n;p Pump r E'er ~~. ~.. Model 4140 s POWDER Double Seal COATED Pump TO~iGH'° Nlt~i:)E~I_.S R~~~A.ii_%"a~ii_~ • Nonautomatic • 1 HP.1Ph 115V w 230V 5 •~' F; ~r~~ ems- ,. ©Copyright 2001 Zoeller Co. All rights reserved. ~ ~!/.4L/TY PUiLIP9 viNCE /~,/3~./ • t° b9®Pti~-~'~ 14 ti 1C E O = E U E Q Z r 0 J 4 Q t- C U.S. ~ LITER' w w ~ HEAD CAPACITY CURVE MODELS °140/4140" TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE EFFLUENT AND DEWATERING Ft. Meters G°I. Ltrs. 45 5 1..52 91 344 t0 3.05 ea 318 40 15 4.57 76 288 140,4140 2° 6.10 69 zs7 25 7.62 59 223 35 30 9.14 49 185 35 10 67 38 3Q . 144 40 12.19 21 79 25 a5 13.72 5 19 20 Lock vol va: 4 6' 15 t° 5 IALLONS 70 20 30 40 50 60 70 80 90 100 110 I BO 160 Z4U 32U 4UV 0 FLOW PER MINUTE 010904 76 t t/z - 1t 1/2 NPt CONSULT FACTORY FOR SPECIAL APPLICATIONS • Electrical alternators, for duplex systems, are available and supplied with an alarm. • Mechanical alternators, for duplex systems, are available with or without alarms. • Control alarm systems are available for 1 phase pumps used in simplex system. See FM0732. • Variable level control switches are available for controlling single phase systems. • Doub-e piggyback variable level float switches are available for variable level long cyde controls. • Sealed Owik-box available for outdoor installations. See FM1420. • Over 130°F. (54°C.) special quotation required. • Refer to FM0806 for 200° F. applications. 140 Series - 53 lbs. 4140 Series - 73 lbs. 140!4140"' MODELS Control Selection Model Model Volts-Ph Mode Amps Simplex Duplex N140 N4140 175 1 Non 15.0 tor185 2or3&4 E140 E4140 230 1 Non 7.5 1 or 1 & 5 2 or 3 & 4 BN140 BN4140 115 1 Non 15.5 1 rx t & 5 2 or 3 & 4 BE140 BE4140 230 1 Non 7b 1 or 1 & 5 2 or 3 & 4 SELECTION GUIDE B I tf2 NPT SK1524A SK15248 1. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. 2. Mechanical a-temator M-Pak 10-0072 or 10-0075. 3. See FM0712 for correct model of Electrical Alternator E-Pak. 4. Variable level control switch 10-0225 used as a control activator, specify duplex (3) or (4) float system. A CAUTION All installation of controls, protection devices and wiring should be done by a qualified licensed electrician. All electrical and safety codes should be followed including the most recent National Electric Cade (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAI! i'0: P.O. BOX 16347 ` ~~~/'IR~~`/~~ Louisville. KY 40256-0347 Aganufadurersof.. /ffI ^~ 6iJWQ® SHIP TO: 3649 Cane Run Road ~~ Louisville, KY 40211-9961 ~JlL4L/TYPUMP6 a,/iNCf I,c9s~i9~ PUMP !O. (502) 278-2739.1(800) s28-PUMP ht[p://www.zoellercom FAX (502) 774-3624 © Copyright 2001 Zoeller Co. All rights reserved 1 1 i ¢O W x v >_ a i= 0 J Q f U.S. LITEF W ~ ~ HEAD CAPACITY CURVE MODELS "140/4140 TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE EFFLUENT AND DEWATERING Ft. Meters Gol. Ltrs. t 45 5 1.52 91 344 10 3.05 84 318 4D 15 4.57 76 288 140,4140 20 6.70 66 257 35 25 62 7 59 223 . t 30 9.14 49 185 30 35 67 10 38 144 . 3 40 12.79 27 79 25 45 72 73 79 . 5 20 tack V°IVe: 4 6' I 15 1Q 5 :aALLONS 70 20 30 40 50 60 70 80 90 700 770 ! w you ~av azu vuu 0 r~Ow PER MINUTE 070904 76 1(2 IW7 ~(?~S~~T FACT{~~ Fir ~~~~~ ~~~~GATI®~S • Electrical alternators, for duplex systems, are available and supplied with an alarm. • Mechanical alternators, for duplex systems, are available with or without alarms. • Control alarm systems are available for 1 phase pumps used in simplex system. See FM0732. • Variable level control switches are available for controlling single phase systems. • Double piggyback variable level floatswitches are available for variable level4ong cycle controls. • Sealed Qwik-Box available for outdoor installations. See FM1420. • Over 130°F. (54°C.) special quotation required. • Refer to FM0806 for 200° F. applications. 141 Serie, ~ 53 iGs. 4140 Series - ',s +o~. 14014140"' MODELS Control Selection Model Model YoRs-Ph Mode Amps Simplex Duplex N140 N4140 115 1 Non 15.0 1 or 1 8 5 2 or 3& 4 E140 E4140 230 1 Non 7.5 1 or 1 b 5 2 or 3& 4 $N140 $N4140 115 1 Non 15.5 1 or 1& 5 2 ar 3 8 4 BE140 BE4140 230 1 Non 75 1 or 1 8 5 2 or 3& 4 7/2 rn+r sKtsz4n SK7524B SELEC7i0hi GUIDE 1. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. 2. Mechanical alternator M-Pak 10-0072 or 10-0075. 3. See FM0712 for correct model of Eletxrical Alternator E-Pak. 4. Variable level control switch 10-0225 used as a control activator, specfy duplex (3) or (4) float system. A CAUTION Att instailatien cf contrnts, protection devices and wiring should be done by a qualified licensed electrician. All electrical and safety codes should be followed including tfie most recent National Electric Code (NEC) and the Occupational Safety and Heaith Act (OSHA). FF1F P~F~~ DE~d~N For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAiI T0: P.O. BOX 16347 Z I~~~~ Louisville. KY 40256-0347 MarxAaclurers ol. . O SHIP TO: 3649 Cane Run Road ® Louisville, KY 40211-1961 QvaurrP~~+PS S~cE- /~93~9r //w ,~~ /-O (502) 77&2731.1(800) 928-P1/MP http://wwwsoellercom L/,Y, L Faxcrrot77dsr,2d © Copyright 2001 Zoeller Co. All rights reserved Mound System Maintenance and Operation Specifications Service Provider's Name: Bowman Plumbing & Heating Phone: 715/235-4634 POWTS Reaulator's Name: St. Croix County Zoning Phone: 715/386-4680 S ystem Flow and Load Parameters Design Flow -Peak 450gpd Maximum Influent Particles Size 1/bin Estimated Flow -Average 300gpd Maximum BODS 220mg/L Septic tank Capacity 1000ga1s Maximum TSS 150mg/L Soil absorption component Size 750bed Maximum FOG 30mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100mL Service Frequency Septic and Pump Tank --------Inspect and/or service once every 3 years Effluent Filter-------------------Should inspect and clean at least once every 3 years Pump and Controls ------------Test once every 3 years Alarm----------------------------Should test monthly Pressure System ---------------Laterals should be flushed and pressure tested every 1.5 years Mound --------------------------Inspect for ponding and seepage once every 3 years Other----------------------------Initially filter should be checked yearly to determine service schedule Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30-1, have a watertight cap and are secured as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(I), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration 6. Lateral Turn-up to finish at grade or above, enclosed in a 6-8" diameter lawn sprinkler valve box or similar product. (lateral turn-up consists of a long sweep 90 or two 45degree bends same diameter as lateral) 7. Lateral Turn-up on end of distribution laterals after the last orifice. project: DOORNINK page 7 of 8 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code. And shall maintained in accordance with it's component manuals and local or state rules pertaining to system maintenance and maintenance reporting. 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 manholes 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" in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. 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. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slip off the filer when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. 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 personal shall advise the owner of when the next service needs to be done to maintain less than maximum scum and sludge accumulation in the tank. Pumy Tank The pump (dosing) tank shall be inspected at least once every 3 years. All 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 S stem No trees or shrubs should be planted on the mound. Plantings maybe made around the mound's perimeter 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 surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations dictate that the mound be heavily mulched as protection from freezing. 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 at least once every 18months. When a pressure test is performed is should be compared to the initial test when the system was installed to determine if orifice clogging has occurred, if clogging has occurred orifice cleaning is required to maintain equal distribution within the 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 6" considered impending failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or components shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank or its components become defective the defective components(s) shall be immediately repaired or replaced with a component of same or equal performance. If the mound fails to accept wastewater or discharges wastewater to the ground surface, it will be repaired or replaced. Increasing basal area if toe leakage or by removing biologically clogged absorption and dispersal media and related piping and replacing components as deemed necessary to bring the system into proper operating condition. See page 7 of this plan for the name and telephone number of your local POWTS regulator and service provider. project: DOORNINK page 8 of 8 T Wisconsin Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT l,Jes~ Si ~ e Page 1 of 3 - ui ecwruancxi wiur wrnrn ao, vns. r~urn. wue ty St. Croix Attach complete site plan on paper not less than 81/2 x 11 inch in siz R1V E D include, but not limited to: vertical and horizontal reference point M), di ion an I.p. 00~' // 11 ~j~ ~~~ rV percent slope, sale or dimensions, north arrow, and location a distance to nearest road. ~ - ~, , Please print all information. N)Q`{ 2 ~ Z~~ Rev y Date Personal information you provide may be used for secondary purposes (P vacy Law, s. f 5.04 (1) (m)). C ~~ ~~ ~ 7i Q Property Owner ~~ Kurt and Elizabeth Christensen of 1/4 W 1/4 S 4 28 N R 16 Property Owner's Mailing Address Lot # Block # ~ ~-~ Subd. Name CSM# 855 Benoy Dr 1 C ~ hris nsen City State Zip Code Phone Number ityVillage • Town Nearest Road Hudson WI 54016 ( 7~5-386-6340 233rd Street New Construction Use; Residential / Number of bedrooms 3 to 4 Code derived design fknv rate 450 to 600 GPD Replacement a Public or commercial -Describe: 'I Parent material Flood Plain elevation if applicable A~; tt. General ~mments Site suitable for a mound system and recommendations: Boring # ~ Boring pit Ground surface elev. 99.8 ft. Depth to limiting factor 26 in. Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP Dlt't? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 1 0-9 10yr4/3 - sil 2msbk mfr cvv 2f .5 .8 2 9-26 1 4/6 - scl 2fsbk mfr cw if ,4 .6 3 26-36 7.5 5/6 ftdsyrsis scl Om mfr - - 0.0 0.0 2 ng Boring 21 Bori # 99.80 pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate Horizon Depth Dominant Color Redox bescxiption Texture Structure Consistence Boundary Roots GP DAf~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Etf#1 'EtT#2 1 0-9 10yt4/3 - sil 2msbk mfr cw 2f .5 .8 2 9-16 1 4/4 - sil 2msbk mfr cw if .5 .8 3 16-21 7.Syr5/6 - scl 2msbk mfr cw - .4 .6 4 21'36 7.Syr5/6 ttdsyrs/s sc] Om mfi - - 0.0 0.0 * Effluent #1 = BOD > 30 < 220 mglL and TSS >30 < 150 mg/L ' EAluent #2 BOD < 30 mglL and TSS _< 30 mg/L CST Name (Please Print) - Signature CST Number Thomas C Nelson '"'~_ 227387 Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, WI 5!2/03 715-246-2454 i Property Owner Parcel ID # Page 2 of 3 3 Bonin # ~""~ Borng g ~ pit Ground surface elev. 102'8 ft. Depth to limiting factor 20 in. Soil A igtion Rate Horizon Depth Dominant Co Redox DescxipGon Texture Structure Consistence Boundary Roots GP D/(i~ in. Munsetl Qu. Sz. Cont. Color Gr. Sz. Sh. `Eft#1 `Etf#2 1 0-9 10yr4/3 - sit 2msbk mfr cw 2f .5 .8 2 9-Ib 1 4/4 - sit 2msbk mfr cw if .5 .8 3 16-20 7.Syr5/6 - scl 2msbk mfr cw - •q .6 q 20-36 7.Syr5/6 fld5yr5/8 scl Om mfi - - 0.0 0.0 ^ Boring # Boring pit Ground surFace elev. ft. Depth to limiting factor in• Soil A licatlon Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP Dlfft in. Munsetl Qu. Sz. Cont. Color Gr. Sz. Sh. `Etf#1 `Eff#2 Borng # ~~ - Pit Ground surface elev. _ ft. Depth to limiting factor in. Soil Iication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D in. Munsetl Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 `Etf#2 `Effluent #1 = BODE > 30 < 220 mglL and TSS >30 < 150 mglL ` Efltuent #2 =GODS < 30 mglL and TSS < 30 mg1L 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. SBD-6330Test (R~07/00) ~~ d ~° f3 Z' q R g v (~ 3 ~ ~2 ~O , . ~ ~^ 2e. ~ ~ ~'+ S ~e~ Sew ~~~~ t ~~~~ ~~~~1°~ ~ ~ Z~~ ~_~~~ ~,t,:~~ J1~~ma~r~dvc.~ OD8 -/o~/-/~ -OztS' S7A-~l~ ov8-~oii-i5-oso S~~ o e~r~ ,df ~a ~~/7-~Y~ ~"~'~ ~ 737587 Lo ~' / VOL ~7 PAGE 4594 _ ~~ ~~ !',1 KATRLEEE H. lf~"^ /(/l7~ (~vS - /J//-/Jr"D 7 S Jr 7A' ?J ~ STGI Rp~IX°FC.OD~YI „~ La ~ ~ esir~i~ ea:~AM lQA CEB'~'IFIED SUBVBY MAP s COPY FEES 2.08 PAGES: 1 CERTIFIED SURVEY MAP LOCATED IN PART OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION TOWNSHIP 28 NORTH, RANGE 16 WEST, TOWN OF EAU GAME, ST. CROIX COUNTY, WISCONSIN CURVE DATA TABLE CURVE RADIUS (FT) ARC LENGTH (FT) DELTA ANCI.E CHORD LENGTH (FT) CHORD OIRECnON TANGENT IN TANGENT OUT Ct 110.03 5.31 02'44'35' S.it S00'20'16.5'E t ~ W ,.vwi WEST QUARTER CORNER SECnON 4 FOUND PK NA1l 1314,09' S00'24'14'W~~ 66.07' r, I M! N N I ~I ~ 3 'I ~~ Q~ W " a ~ f ROtiER LYNN KUMPHREY S"~~~ yy00DViLLE WIS. \~NO suRV~ NOTE: Plallr1in117.oeline INk1 P+Itks r~~K AUG 2 X2003 UNPLATTEO IANOS EAST-WEST QUARTER LINE 1f~1'sq _ _ S 86'57'24" E s~pproval ---r ,_._ _,_, 5296.71' `''JdNT 68' ROAD7EASfMENT 3578.98' X2(000. 735214, VOL.^2360_ PC. 286) M 3i' ' 334.57 - I h Q' ~ ---- -~. I ° IN G ROW ~ 50.06' I INCLUDIN v i 1 I 99393 S.F. 17.00' i 2.28 Ac. fa EXCLUDING ROW o I 88095 S.F. rn '.., t°°'_,i 2.02 Ac. • 329.60' 1O 57A-,~v LOT 2 88297 S.F. 2.03 Ac. n M o~ I S 86'57'24 E 489. ('- - - ._._ UNPLATTEO (ANDS ~ I I I1 55-94-3748-2003 DOT APPROVAL ~. ~~ ~I JI JI o. I ~~~ ~V 5 LEGEND: • FOUND 2' IRON PIPE • FOUND 1' IRON PIPE O SET 3/4" BY 18' iRON PIN 1yT 1.50 LBS./FT. 0 SOIL TEST -~- COUNTY SECTON MONUMENT (FOUND AS NOTED) BEARINGS ARE REFERENCED TO THE EAST-WEST QUARTER UNE OF SECTON 4, MEASURED AS S 86'57'24' E. (ST. CROIX COUNTY COORDINATE SYSTEM). SCALE: t" .150' - - - - 100' BUILDING SETBACK 0 373 7S 150 J~ DINT JOIPIT DRIVEWAY LOCAnON I, ROGER L. HUMPHREY, REGISTERED WISCONSIN LAND SURVEYOR 5-2188, 00 HEREBY CERTFY THAT TO THE BEST OF MY KNOWLEDGE ANO BELIEF THIS MAP IS A TRUE AND CORRECT REPRESENTAnON OF A PARCEL. LOCATED IN PART OF THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTON 4, TOWNSHIP 28 NORTH, RANGE 16 WEST, TOWN OF EAU CAU,E, ST, CROIX COUNTY, WISCONSIN. COMMENCING AT THE WEST QUARTER CORNER OF SAID SECTON 4, THENCE S86'S7'24'E, 1314.09 FEET ALONG THE EAST-WEST QUARTER LINE Of SAID SECTON 4; THENCE S00'24'14'W 66.07 FEET TO THE PdNT OF BEGINNING; THENCE S00'24'14'W, 221.31 FEET; THENCE 588'S8'Ot`E 67.06 FEET; THENCE SOt'Ol'S9"W 99.94 FEET; THENCE 586'S7'24'E 489.27 FEET; THENCE N19'30'43'E 332.23 FEET; THENCE N86'S7'24'W 664.17 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 4.31 ACRES OR 187690 S0. FT. INCLUDING (ANDS LYING WITHIN TOWN ROAD RIGHT-OF-WAY. PARCEL IS SUBJECT TO ALL SHOWN EASEMENTS. RES1RICndVS, RESERVATIONS. AND CONVEYANCES OF RECORD. I MEREDY CERTIFY THAT 1 HAVE FUMY COMPLIED WITH THE PROVISIONS OF SECTION 236.34 OF THE 1SCONSIN REVISED STATUTES ANO THE SUBDIVISION ORDINANGE OF ST. GROIX COUNTY ANO THE TOWN OF EAU GALLE IN SURVEYING ANO MAPPING SAME. EACH PARCEL SHOWN ON THIS MAP IS SUBJECT TO STATE, COUNTY AND TOWNSHIP LAWS, RULES, ANO REGULATIONS (i.e. WETLANDS, MINIMUM LOT SIZE. ACCESS 0 PARCEL ETC.) BEFORE PURCHASING OR DEVF.IOPINC ANY PARCEL CONTACT THE ST. CRdX COUNTY ZONING OFFlCE ANO THE N OF EAU GALLE. THIS SURVEY WAS MAO A THE REQUEST OF THE OWNER KURT CHRISTENSEN, 877 BENDY DR., HUDSON, WI 54016 - (715) 386-6340 THIS INSTRUMENT DRAFTED BY BRIAN PERSON ROGER L REY, l5 2186 DATE: ~J `i N Vo1.17 Page 4599 commerce.wi.gov isconsin Department of Commerce Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601-1831 TDD #: (608) 264-8777 www.commerce.wi.gov/sb/ www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary June 22, 2006 CUST ID No. 222839 JACK A BOWMAN BOWMAN PLUMBING, INC. 2819 KNAPP ST MENOMONIE WI 54751 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/22/2008 bT ~ SI Doug Doornink G.S1~Y- t ~ ~ S~ 7 233RD Street own of Eau Galle St Croix County ATTN.• POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 NE1/4, SW1/4, S4, T28N, R16W FOR: Identification Numbers Transaction ID No. 1284365 Site ID No. 714560 Please refer to both identification numbers, above, in all corres ondence with the a enc . Description: Three Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 1081989 Maintenance required; 450 GPD Flow rate; 20 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1), Pressure Distribution Component Manual -Version 2.0, SBD-10706-P (N.O1/O1); Biofilter 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. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Reminders • .This system is to be constructed and located in accordance with the enclosed approved plans and with the component manuals listed above. 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 JACK A BOWMAN Page 2 6/22/2006 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 POWTS 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(71 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. Owner Responsibilities: 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. JACK A BOWMAN Sincerely, Charles L Bratz POWTS Reviewer II ,Integrated Services (608)789-7893 , 7:45 am - 4:30 pm Monday -Friday charlie.bratz@wisconsin. gov Page 3 6/22/2006 Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544 Loretta Larrabee , L & L Farm/Soil Testing Parcel #: 008-1011-15-050 Category Alt. Parcel #: 4.28.16.57A-20 008 -TOWN OF EAU GALLE Current ^X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 00 0 Tax Address: Owner(s): " =Current Owner "CHRISTENSEN, KURT & ELIZABETH KURT & ELIZABETH CHRISTENSEN 877 BENOY DR HUDSON WI 54016 Districts: SC =School SP =Special Property Address(es): * =Primary Type Dist # Description '' 551 233RD ST SC 0231 BALDWIN-WOODVILLE AREA SP 1700 W ITC Legal Description: Acres: 2.280 Plat: 1775-CSM 17-4594 008-03 SEC 4 T28N F~16W PT I~ 17-45Q4 LOT ~ Block/Condo Bldg: LOT 01 1 (2.28 AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 04-28N-16W NE SW Notes: Parcel History: Date Doc # Vol/Page Type 10/06/2003 742664 2429/116 EZ-U 08/27/2003 737587 17/4594 CSM 08/12/2003 735214 2360/286 EZ-I 2004 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 07/15/2004 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 1.780 200 0 200 NO UNDEVELOPED G5 0.500 50 0 50 NO Totals for 2004: General Property 2.280 250 0 250 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code 11/11/2004 04:50 PM PAGE 1 OF 1 Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 SENT BY: 1; _ 715 3A1 6764; JUN-1-06 4:59PM; PAGE 3/3 •- - -- JUN. 1.2006 11 a S1~iM TITLE tN~ PREMIER & ~~' ~` •• ~ . •~ `I ATB'HAR C1P WLSCONSIDT DORM 1- ~ WA1[itAlV'1'Y OERD ~ 1'~'¢g DS®, trWd betv~n>;lisahdh ~ ~ ~, aad Dou6]>ti Doomiaic. Grawmr, ~ a raWebk o. aos>voys to t3~ttuatse the !bllo~-ioQ desaibod real t i>x , •' G~aix Qotto'q-. Std of Wi~C0at6i11 (fbe k ~ro~t7 pnt of xB ~ oc sw !t a3 ~ 4. Township sa N~nb. R,oye t6 west, 7bwa of ~ G41k daa' o: lollo>pa: Loa 1 of te~tled s,~eY ~P filed m Vol. lT. PsRe'15 No. 73?587. 70 Wl'I'l~ for i+:gaess sad egnta oust ptivabs road sr 4e6otibo0 itt Vol, 23b0. 136 attd es iho'~ on Cetaidied Slarv~y ~F~ The followipg t~l1 be bt~6 Wao ~~~ his Deis aa~cessoa Wdar4siggc '17tete sm111+e r-o' ~ tOt1leet o! aaomrucseA ~ d:a SoaQtaiy said 14a 1. Together with stv eppaaat>i3hn. tide end iglCSe~. ~I st. aroix co.. ri RBC6Iv8D Pq! ~~ BS/31/~ 0loNJ Md ~ ~ Rk7C ~'&~: i1.0Y CC FFi~: s : 105. AI PIIGRSit ! Ns ~ taoePtaakt c;oattp. lae 19d<Slroet ~ sae. WI SWl6 This g~Dotaestsad pmpei'ry. t3reatoc we~wea thex the • m the Pivpaty is goad. indelible is the s>mpla utd>~ and clear ot~ ~ Roed~s, sad cdoa4 of aeaaad. Datrd this 30rL day of Me~ 2006• t A ~~~ $':p:aaae(s) ~:u:~c;rat~a tbia ~ 'belch s (if tlol. ~~ anthoria:ed by B ~ a~ Wis. 5tet6.) rrrw~a in i ACB1tIOt?YI.SDG~i' STATE t~ W19QONSIId ~ SAlN1' CRADC (~pt,1N1'Y'Y. ) ts. ply ctme belae and dill Sow dsy a! IKq, the ~ aamedl~it c tD °~ tmown io ~ p~~ vtla exACUted the >f~egoinY ia:aamepa .na acla:oed the serape. {oti is pamtuatK. (1! not, shoe expauioo ~'•~ nnm9 ..J.-~ ? ttTA7'i 1AR t1~ W:i00t~SVt 1011 ~? .- - S?' .;~~~ i..~~ ...m___,_._ ..-.~__.~ ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND „ OWNERSHIP CERTIFICATION FORM OwnerBuyer _ /tea u a /~ v o Mailing Address -z 9 ~~ Property Address City/State erification required from P ng 8c ~Loning Department rof new construction.) 5~1 233 ~ Parcel Identification Number ~~~~ /c)!t -/S--C~SJ LEGAL DESCRIPTION Property Location /U ~ '/a , S ~/ I/4 ,Sec. _~, T a,$ N R /!~ W, Town of Subdivision 006 -~ /aG/ • /S- ~ sd ~QU Ga1~~. 'S 7 /+ - Zb Certified Survey Map # 73 75 8 Lot # .~ Vo .. . w:.;~~ ,Page # 9 ~ Warranty Deed # ~' g ~ 6 ~~~ ,Volume ' ~ ,Page # _\ Spec house yes no Lot lines identifiable yes no SYSTEM MAINTENANCE AND OWNER CERTIFICATION 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 Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system 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 have 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 Planning & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my/our knowledge. Uwe am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms 3 o•... ~~~~ -~~- S G ATURE OF APPLICANT(S) x "~ ~~~ DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. *** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. 11 ~ve., ~~er~l.inr~n~ C~~4 ~o t3 (REV. 08/05) in~ld~l ~~,1~ ~i ~~-e~ . , . ~ ~ ~~o ~~s ~~~, . HOME SALES '8u%I.d%wg Your Dreaw~,s awd ours, ov+.t Ftovu"e at a r'~w~"e" 1v~odel Clvi-870 41X60/24 1968 Sq. Ft. American Home Sales N6600 County Road Q Knapp WI 54749 (715)665-2155 (866)900-2155. 80'-0" ° FLAT CEILING ENTIRE 24'-0" ° OPT. WINDOWS ABOVE ° ~ -Ir' ri-I ~r ~ i'~7C GC 7CT ~ L LJ yl. ~~~ ~¢ u J F (KCWiaBP) F CAB. OPT T VAU T CEILING ' w Go °: Q I S D . L FAMILY ROOM oar . „ .~ CEILING ° ° 13'-4" 6'•8" ° 14'-4" ° 11'-0" ° 14'•8" ° CAB. (210) " (KCNiJ) ~-'" ` (1832) V OPT. K ST D pT _ _ . o B o o 0 BED~OOM2 - Q $ ~ ' .. _ KITCHEN _ _ _ a r _ DIN I NG M t ~EDR ~ w ~ _. p m _ ~ r D , SIN ~~ FF ~WKF ~ 3 ~ a i _ _ ~ ~ ~ - ROOM ' "' F - . - _ m , _ _ - ~ ~ __ - - -- - -' ~ r r ~' C/Ar -_._ _ ~~'~:' - T Z ~ 9 - I--`- ~ :> O R _._ _ v ~ I^.7 _ h . ~:_ mO ~ LIVING ~ _ LIN O] - '. ~. _ .-_ BEDROOM 3 Y " ~: . $ ROOM ~ menomonie@americanhomesales.org - ~F '~ _ > ~ = _ ' (KCw11eP) - ° K K o OPT 31DELITE (KCN 17) 13'-4` ° 9'-4' ~ ° 1T-8' ° 3'-4" ° _ 16'-4' ° .. ~-..~L CM-870 WITH STANDARD 4.37/12 ROOF PITCH, HARRISON DOOR WITH SIDELITE, AND 16' DORMER WITH DUTCH GABLE. GARAGE AND BRICK ACCENTS ON SITE BY OTHERS Classic Module Homes ifications . p .. i ,. W 4 ,. ,• StrUCtU ~~ ter riQ~gi3e+~~.w + . `'~ ~r +~ •~ .+ ~. ~. 2"x10".~qQr. ` "~ " ~ nter __ ' ' orizo 1 vin 1~1a ~ ~sldin with 50 ~""eat'~limited Vv rran Double 2"x1D" rim o sts outside Its ~~Vin aorift; ~ d fascia white ... a ,~ Double 2"x12" rirri:`joistsi (t118rr,1eSS.~,IIa) `„~ ~ ~ ~ Philips vinyl windows with'/." insulated ~"l.oE"glass, tilt Ribbon bridging at mid-span of floor joists - out sash and double security locks on large windows R•19 rim joist~Irtsulet102RUO~l1~fl~r~,d Jks.ls~.~'° Six panel insulated/fire-rated steel front and rear doors 23/32" OSB.fI~o~~e~~C~n$~~e~'~c8' tong e ~ groove with dead bolts (38" R.O.) Additional ~l4 underlayment in the areas 2"x6" wall studs, l6" on center, R-19 Insulation Interior: A 32" door with enclosed stairwells "DiamondFlor« premium grade vinyl flooring in kitchens, 7/16" OSB sheathing (walls and roof) baths and entry foyer Poly wind barrier full house wra ~ - W~ndover carpet with 7# rebound pad per plan, 8' flst~.sailltigs viii'. ~ taut,. ` ;~ ~ ~, .~ q.- ~~ ,~`,~~~~~~~i~.W.~k=s#clpkfi~~,taUatiq~;~ '~~- :,- , dwo ~an~c~ a el kitCfi~sn;cabinet doors,`drawer 5/8" spatterflnish~r'Y~-.,,~~I~~eiljfi ` e~ r~ .~''~ ~~,` 'tlf?. p n p2"„spa,~er f~sh~yr~lt~ 1 ~``:,~~~ ~` ~ ~t~~:=,pYpt"tlggr~Q~~igur;~tlon,~rvith finished base cabinet ry~-811.i?gndgd jgy ~~$~ ll s'"ov/f `° ;~;: ~~hel~e>~~,,, ~°.~',r ~~ ~ 4 esal.~--~ ~ r~~yiet'side=~nqunted'glides=~n,cabinet dtaw,~rs R-44~14w.n~ro~f,~st~,~t~~ ` ~•~ - ~- Y ~=°~ concealed; self-closing cabinet door ,hinges ;_ Contir)yQu~~yapoG;barrie~r,1 e,~ pli ~ `,~~ x~ ; Bu#ler pantry in most kitGheng,~per plan ~~~~ ` 2"x4"`roof trussea'24"ron cetttar';~~1 ~ ;r '~~~ il~y~."1ne~~in~ cou~tertQpt backsplash rn kitchens and baths 3/12 roofpltch ~.i 1 ~~it}}~''ffi~t'tW }iUUCT 4~U215L~1~-,i i s i ,~';30"~;oyefie,~d~kitchen~cabinats ~ ; , , :, ;: 225#, 25 year warfarity; 3~tab blacks shiti~les ~`, ~1 Ji;, t ~ t ,-, e ,1~",deep Soffit in kitchen, ~ .: , , 22" roof overhang (eaves and gables) Guest closet for front entrance ` 'Y "'`~'' ~ ' "Roll Vent" continuous roof ridge cap, Hardwood interior door jambs and 2'/." casing Hardwood base molding except in closets Plumbing and Heating: ~ ~ Hardwood cove molding on,.kitchen overhead cabinets Basement plumbing vent ~ Prairie oak vinyl interior doors ° a ~~.' ~,~ ':: + . Return air grills, diffusers'or registers w/boots installed Prairie oak vinyl sliding wardrobe ~oors•,:., ~ . Furnace and ductwork by others Vinyl covered wire shelving in closets, and linens Copperwater lines & ABS-DWV lines stubbed through Framed bath mirrors w/strip lights over vanity floor Water heater and plumbing by oth®rs - Electrical: ' Plumbed, wired & vented, for washer and 220V dryer_ Recessed Ceiling light by Front Door Shutoff waives ataoilei andbal! Inks . ~- Thermostat pull wire standard ~ " ~ ` ~ ~ ~ ~ ~ Stainless steel plumbers" dee kitchen sink 200 AMP service panel provided for basement Single lever faucet with spraX hose Irl kitchen a.~ ° ~ , ° -:, GFCI Exterior outlet at front door and on opposite side White vitreous china bath lavatories w/.pop-up~single >~ Two-bulb glass fixture in bedrooms, halls, utility, etc. -:. , r~ lever lavratory .facets ~ y _;~• ~ =~~~ ~~:n.=a-....°~ •~ - Chandelier dining room fixture ~ - - ~- a ~w,t ~ w~, > One-piecs:fib~rgiass ~hower.~vhere:~ ,owR~.. ~ ~ ~ ~ :Recessed lights in kitchen ceiling'above islands (w/flat . =~ 60'Won~pieo~ fiberglass gr~laraoU ~ '~ti~aT~sho~rn)..~4 `'. '..~ceilirgs). _ . _._ __. _ Single lever anti-scald fauc+~t~fn` =tub's ~n~ ~hQw Deluxe metal exterior lighting - ' t ~ ' ' ''"~ '' `' ~ ,,,~;~;; ~, ~~, ~~. „bedroom and dining room have supports for ceiling fan: MOTE: ~AII; yome~.BuiK.tQ Meet a .,,~ ,:r ; ~. ~ , ;Lighted power vent in each bathroom Exceed Uniform Drvegiri~urdCABQ ~ Ode battery backup smoke detector in each bedroom, .,., f3uikiing Codes, F.H.A.'.~pproYed :. additional near bedrooms and one ship loose for (~atefjory 111 :States) a~ Ir}~ ;,. ~ ~ ' "`' stairwell r y.4~ .~ ..x bysThii'd Party Ir~PeCti•Q~.~-9e ' ' ~~~ -- Unless; Other Codes Specifle ,.-)t~ ~~~:y~ ...~ ,' : ~-~ T\-VO 3-way switches provided for stairwell ..~- .z '~ Buikie~/Dealer It; is Importan •to Filtered,power range hood in kitchen .. :. ; ., ~.. check' on Local,Plumbin9 ~!)~ ~ 't,... ~~ ' .. - Electrical Codes ... .. ~~~ ~ .. ..:. __ X~ ~ ~- Artcraft'~ -: ~ ,Artcraft' ; .._ ~ Artcraft' ~- Artcraft` •MMO"WOrWq{M"sE Ya ~. .... .,~~"{MWaltMir~~,"w. M. PUMP PERFORMANCE CURVE PUMP PERFORMANCE CURVE PUMP PERFORMANCE CURVE SUMP 1 EFFLUENT MODELS w 3/8", 112"&3/4F OLNDPA3SINGCAPACITY 318",112" & 314" SOLIDS PASSING CAPACITY 14 42 135 4 1st 13 3 12 1 z0 3 186 11 4186 3a 110 32 10 3 10 95 2 so 2 85 ~ 24 90 165 -g 4165 75 p 22 Q 70 163 ~ 4163 2 65 1 60 4161 4889 55 1 140 so 41^° 188 14 45 4188 12 40 152 153 35 1 151 30 185 8 4185 25 fi 20 1 q 009922 1 2 A CAUTION Model 185/4185 should not be subjected to 5 afi 7 s3,55 7s 137 less than 30 feet TDH. s7,ss 13s NOTE: For Pump Performance on Model 112, Industrial column 0 10 20 0 4o so sa 7a e0 so 10a Ito 120 1ao 14a 1so explosion proof pump, see FM0219. GALLONS LITERS 0 80 160 240 320 400 480 560 FLOW PER MINUTE 'z SEWAGE AND MODEL 211 264 266 267 268 27014270 28214282 28414284 29214292 29314293 29414294 295/4295 cai. c,i. cai. ;~ DEWATERING "° "a G° 24- 80 - 75 22 70 -- 20 65 ,e n. ssm - - - ana"aa. ssm S.ecm n.sn sen nsn.s ss. aam ze s., sm as n. ,o,m «R. ,z em ~n.,s m, ~n.,aa" ,sR nom, ,s p 18 -. 60 _- - _' ~ - ~ - ~ - -- - : - 009904 w v 16- ~ ~ _ a 50 - ~ '. ~~ _ _ '~ _ I z ~~ a '. i 293 ~ 14 45 ,- ~ __' ° 12-' 40 PUMP PERFORMANCE CURVE 35 ~, 10- _ 30 _ - _ _~ _ SEWAGE MODELS 6~ 25 - -- ~~' 2" SOLIDS PASSING CAPACITY 266„ 282 270.. ~ ~ _ - 20 267,268 -- __ 5 - A CAUTION Model 293/4293 should not be ' 211 '264 292 ' 284 294 295 0 subjected to less than 15 feet TDH. ' 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 23~ urER~ ~ _~ 0 80 160 240 320 400 480 560 640 720 800 FLOW PER MINUTE MODEL 48 53(55 57159 72 76 98 1371139 14014140 151 152 153 Feet Meters Gal. Liters Gal. Liters Gal. Liters Gal. Liters Gal. Liters Gal. Lilers Gal. Liters Gal. Liters Gal. Liters Gal. Liters 5 1.5 29 110 43 163 38 144 50 189 72 273 93 352 86 326 50 189 69 261 77 291 10 3.1 Z2 83 34 129 30 114 40 151 61 231 79 299 80 303 45 170 61 231 70 265 15 4.6 10 38 19 72 14 53 30 114 45 170 64 242 73 276 38 144 53 201 61 231 20 6.1 17 64 25 95 36 136 66 250 29 110 44 167 52 197 25 7.6 -- _ - - -- - - - _ 8 30 59 223 16 61 34 129 42 159 30 9.1 - - -- - - - - - 49 185 23 87 33 125 40 12.2 - - - -- - - - - - - 28 106 - - - - 11 42 50 15.2 - -- - - - -- - - - - - - - - - - - 60 18.3 - - - - -- - - - - - - - - - - -- 70 21.3 - - -- - - - - - - - - - - - 80 24.4 -_ - - - - - - - - - - - - - - - - 90 27.4 - - - - - - -- - - - - - - - - - - - 100 30.5 - -- - - - - -- - - - - - - - - - - 110 33.5 -- - - - -- - - - - - - - - - - - - 120 36.6 -- - - -- - - - - - - - - - - - - - - 130 39.6 Sh ut-o ff Head: 18 ft. 5.5 m 19.25 ft. 5.9m 18 ft. 5.5m 25 ft. 7.6m 23 ft. 7.Om 26 ff. 7.9m 50 it. 1 5.2m 30 ft. 9.1 m 38 fl. 1 1.6m 44 ft. 1 3.4m 16114161 163/4163 16514165 18514185 18614166 188/4188 189/4189 191 Gal. Liters Gal. Liters Gal. Liters Gal. L%ers Gal. Liters Gal. Liters Gal. Lfters Gal. Liters 100 379 61 231 61 231 58 220 145 549 145 549 45 170 93 352 fit 231 61 231 58 220 140 530 140 530 45 170 85 322 60 227 fit 231 58 220 134 507 135 511 45 170 79 299 59 223 60 227 58 220 128 484 131 496 45 170 70 265 57 216 59 223 58 220 122 462 125 473 45 170 62 235 55 206 58 220 85 322 58 220 116 439 120 454 45 170 45 170 46 172 55 206 70 285 58 220 104 394 109 413 45 170 20 76 33 125 50 189 51 193 58 220 90 341 97 367 45 170 15 57 39 148 32 121 58 220 71 269 85 322 45 170 23 87 9 34 52 197 51 193 69 261 45 170 - - - - 10 38 - -- 45 170 28 106 51 193 45 170 -- - - - - - - 31 117 2 8 34 129 45 170 _ - - - - - - - i6 80 17 64 40 151 _ -- -- _ _ - -- _ 4 15 _ _ _ _ 30 114 _ -- - _ _ _ _ _ _ _ _ _ 20 76 10 38 56 %.( 17.1 m) 66 fl.(2 0.1 m) 89 fl.( 26.4m) 73 ft.( 22.3m) 114 ft.( 34.7m) 91 fl.( 27.7m) 110 %.( 33.Sm) 137 ft.( 41.Bm) © Copyright 2005 Zoeller Co. All rights reserved. 6 ~ SUGGESTED METHODS OF FLOAT INSTALLATION On some installations it may be desirable to install an independent hanger for the level control switches to avoid possible hang ups on the pumps, piping, valves, etc. Float hangers are available from Zoeller Company on Catalog Sheet FM0526 or can be fabricated from standard pipe antl fittings. ANDARD PIPE 4NGE FLOAT TREE ]A1S SHOWN TYPICAL FLOAT HANGER ON CONCRETE PITS OR SEPTIC TANK RISERS sKtzn TYPICAL FLOAT HANGER ON CONCRETE PITS SK1218 OR SEPTIC TANK RISERS ~ "EXTRA PROTECTION SYSTEMS" ~ TWO PUMP SYSTEM The "Extra Protection" Two Pump system is an economical solution to the costly duplex alternating pump system and it's easy to install. The "Extra Protection" Two Pump Systems consists of: a. The two nonautomatic pumps with VLFS of your choice b. One Alarm System c. Two Unicheck Valves as required ADVANTAGES (1) The Two pump systems offers high pump performance without the high price. It is a system that fits your needs and your budget. (2) Delivers more dependability than a single pump system and greatly reduces the chance of costly and II time consuming problems associated with wear out or damages and the resulting system failures. ~ (3) Affords greater satisfaction and peace of mind to all concerned by providing state of the art protection for costly and expensive surroundings. ~ (4) Ability to change lead and lag positions by changing pump plug connection. (5) Easy and economical to install. ALARM PIN 10-00281LLUBTRATED (JUNCTION BO%AND PLUG NOT INCLUDED( 'MINIMUM DISTANCE 2" BETWEEN PUMPS 0 SK878 ~ THE BASEMENT SENTRY ~ 12 Volt backup sump pump system model 507 & model 510 Application -For Clear Water, emergency backup usage when power is off or primary pump fails. Extra Protection -When the primary AC pump fails due to power outages or system problems. • Storms • Brownouts • Wiring or electrical problems Extra Protection -When the primary pump fails to keep up with excessive water due to rain or overloading. Includes: -Pump and control -Charger -Fittings -Battery Case (Battery Not Included) For submersible or pedestal installations. See FM1311 (507) or FM1139 (510) for information. Suitably sized basin required. MODEL 507 TDH (ft) Flow (GPM) 5 23 10 15 15 5 17.5 Shutoff Head MODEL 510 TDH (k) Flow (GPM) 5 33.8 10 21.6 15 10.6 19.9 Shut-off Head © Copyright 2005 Zoeller Co. All rights reserved. 5 PUMP2 PUMP1 TYPICAL FLOAT HANGER ON STEEL COVER PITS