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Home My WebLink About020-1183-60-000GENERAL INFORMATION PRIVATE SEWAGE SYSTEM INSPECTION REPORT (ATTACH TO PERMITI St Croix 8,^'ervoemt Re 624926 i,.rw. 020-1193-60-000 ie,rnR.nww20.29 19 1156 PUMPSIPHON INFORMATION uYamm DemandZO ,r r l.Pq IGe. MWeI per I sal Y,I G I G roH MR per s»rem eea io V, VU vt Fcmav,,, Lo-gm w mwa SOIL ABSORPTION SYSTEM -7 J -7 E Z I OLiS BROMPREli N 3 , Leo , ."Z.�,� w�m —coF, RMe BVBTEM TO A PILL 3q' 39r WFLL 5 I(E9igEPM L UNIT uMwno- fr J T FO �S SYSTEM L., G a 4 it Paw(,i tu.amaq _ SOIL COVER 're sy.ume Older did Add nd Or AFGradd,System, Only ekMmROlder3.5—H SrNNM iEnw,7lz'L ..w, a COMMENTS Oonoee mee pl,meP,rrO,• Perms prered e¢I m,p,,dw ar In,o.uan rs/ T1 ♦�� ImFedd.+(—vFrcvi 0v( 0,1( ric)S 3'Tp `'Ni (,NrRMN� I-3v 1Nn`l 1`•+.H�� • —gtnts IoH )M aN 5s,i zlq:ma o;Po r-Er.sF.rW 'B Nl\ yn\X jv�s�.,Xed iP `-ie- cXt5l;j�q �} jC�`"j5. JJ DrLuvf:el Per nnpepe hdy,e He ,.order.e,d,,mm m�reHme,�.w i o eRo,,(R" SvOev 5AN -y.ek — a IMu.IM1 Services DWbbm ' r_ d 1 C WUMrylon Av P f PO. RUTIRR Snby PomY NunfslmhRlW F%Col ALG 042�2� M•Ebon.Wl T- (o2Y92-(o JA Sanitary ndr Appli atioR R'•TM• Ham^ 9.onm.m�:mmluiiia. Gil, Aem Cme.rNnmNerma memY gPmm am 1pmq]pwnolumin.mllle,Y puma NW Pryre,m lmp rvrame�v1d, Y oepemmrersaRnmiimm.iml ssrvm x.mal'.Ym•N rm pmna, amaro,Wmmmy maas ,*aaa AmmnrprrmxumlNlimm.W) inmxOna MAJe Piv I m Y6 im CWe 1 A liutloo lofovmetlo•-PbPrintPrinthm Elbow et All N,•Me is Pruca1=�+°I�r L.a4.2 A Sp•lbm..,k 19 .....pm0 PmRWMAei,u P,gvtllaYm arm"c,,b' ewe po s n CIH.su, 2'q fo]e PmeNWv NEKSE'0.5e?imID HUBn wl NOtf I'edeax) TNN 0.1VEo® IL TYp of 11.11G19 (,baR all dial apply) Inx SUAtiram Nam ®1w2Is,O) vllug-M1'umbelllebmu_� 16 PV Omrelliaye l'Atlao ❑rydcCmmmnnY-6mi4 Vu NWa ❑ CVYaf ❑ SvetMcl-Ikn,M Uv 0iana [SYNnib ®T..n,flmm IIL of EV it CRek eel Wee So, on lbe A. Cam W9laaaaaallial ❑Nn srmn ®x,v ❑ Tw♦mntlieima RmYmmM ❑WvkbYlbkmwPatlgi)e1Fks1 ❑x[.mIIRCfn• ❑Wmn R,.nm ❑CT.Yvr ❑N Tmr. Wale. Uli Pmwrwmpp lof Plial pass, oz 2 t IV TI PoNT55 slmvsgM V ,E;G Caxt all Ntl ❑Psassu nmm QAI!•ll ❑MomgabbefWeNRb OhViona aofnifl al IOsTaV hIIJm ❑PmaolN hrblaY•nl V. pu Vf whal Am bbrmnYc ttvan i6�lpoI I pumWlAma RpuMleO lymW Am Pgmao UO 8mY•e•EYmi Rm�OAq'v VL T•RR I•% c0.elya 4J P.dl�-� i5I TW V �I Ns,1 ,ftlneW iW Oe® ulft 19 A' , p A [v Ad j 2 Sesu,mwui im 320 IM 13M 1 Wieer Cmnea/WW m r VII. Relponall ftisa -I.Y W{aWRWe YIaWYaWa elYgP'I8Y•Raa l4aMkM urc (Pehnl MPMPRS NunLe, BUI,m AOWNwIn ,T/ lohn Submit//Ll' 121im I.kIiAylmm(Stsi [xN Sall 2q Ceh) $86 Valley Vic+' Trial, 5emci W190]p Couv / VIILj?Lai elpx Oe W ❑omWmvea Pamups qyi .aye pARnVSIPY IX cnaeelNnem3 h 'STEMNE Se��T4 IRKI1S Tqy_ : .4YJ v M1aPersalcammust Ai@VnMmo/mpluvn- 4I psu „N BE oar Mnogemnm pan pin.nna by u me' �J a rcfl as per npplo-eem lMnl .pmpis, m.e. emm.1r r1p''p"l la.�ln.�I— xr11 ow ��, seaeaaR(Rmna) Fl. QiTvi"ut— > as— MMe4lssmm- r SYSTEM PLOT PLAN Herzog 3 Bedroom Septic System A. dial AWGtwc o N naa..0 a a e..l pem.wwkmA ar PBMi mea primal m goo_ Flp.Mebnen IPerM SenmN Wlpn. Toper.peiM mm.rp M]0.5 scab r=00' BUSparrEd A BMUe 0, 1[911' ."B6GxbavC .0 00 W caps 1ptlo^ Top^llww.1lanplp.meapkbM. 90kG(k&J IfTpap w... non) 1a' Mil symbol(I optimal sw plat map b miRkM map .GOP Property Line 1� 104' f02' M{ 2v Ti-Propcial 70EZ FImv Trench EL-1035' �Z T2-Pmposel 70' EZ Flow Trench EL=1035' Fw- B2 VaN�., S 6rH 6M ropwea wok W330l allaling y3g C wall ¢may g Ebaeng 1000 gallon plreanay Septic Tank o C e {B�GD V CONVENTIONAL COMPONENT DESIGN Residential AppLwimn INDEX AND TITLE PAGE Project Name Herzog 3 bedroom Replacement Septic System Owners Name. Daniel &Laura Herzog Owner's Address 486 Fox Circle Hudson, WI 54025 Legal Description: NES/4, SE1/4, S20, T29N, R19W Township Hudson County. St Croix Subdivided Name Pine Grove Hill 1st Addition Lot Number 16 Block Number Parcel I D. Number 020-1183-60-000 Plan TransaRlon No. Page 1 Index and title Paget Plot Plan Page Existing Septic Tank Specifications Page Existing Tank Ced10ration Pages 320 gallon Tank Specifications Page Effluent Filter information Page) Valrs Information Page System Sizing &Cross Section Page EZ Flow Information Page 10 Management and competency plan Page 11 Septic Tank Maintenance Agreement Page 12 Warranty Deed Page 13 OEM or Plat Attachment 1 Soil Evaluation Report Designerlohn5chmltt Llcnefe Number MPR52237W Date 8/3/2020 Phone Number: 715J60-0486 Signature r Ind3round Soil Absorption Component Manual Version 205BD-10705-P hi 01/01) Pap 1 SYSTEM PLOT PLAN Herzog3Bedroom Septic System m o..w"rx flora e�loc — v,,Gn e.o.nwwraoun �.l Paris d e aoom awc�m.0 l Rwmaebeneiu BM oloTop is1e.IMwmargry ws x3w naw 3[1.5 o Ewb 40 m 80 euarmnlp BMElevotion rwr •UlapWIftWno�on•«.wu crr«uc a... noel or.�wcdoa wvTuoaw. ro' aogerty une IW 1m, (� t M' EZ Flaw Trench EL =1035' EZ Fimv Trento EL =1035' Existing well / Existing t000 gallon Driveway / Septic Tank SAFETY AND BUILDINGS childr n RiSrpInp RWucl Fwlw Dp11kRBrEB.yJ,BDy P 0 Sor, 2850 Medwn, yelva In 53]0128M Isconsin may Comm Through Way DMarinrvrl olsome Ark pay, Governor Richard Warnings, Srt February 16, 410 WEEKS CONCRETE PRODUCTS RAY WEEKS 102215TH STREET NEW RICHMOND WI 54017 He Description SEWAGE TANKS, CONCRETE Manufacturer WEEKS CONCRETE PRODUCTS Product Name. SEPTIC, HOLDING, OR PUMP Model Number(s) 1000 (491N, L.L., 2176 GAUIN. 841N MA% DEPTH OF BURY 511 O.P.D. WHEN USED AS A SEPTIC TANK BASED ON A 3 YR. SERVICE INTERVAL FOR RESIDENTIAL WASTEWATER,, TANK DIMENSIONS =84 IN, L% IN Wx49IN H) Product File No 20100040 The specNcalmns and/or plans for this plumbing product have been reviewed and determined to be in complmrwas with chapters Comm 82 through 84, Wisconsin Administrative Code, and Creature 145 and 160, Wisconsin Stetu%s The Department hereby issues an approval based On the Wisconsin Statutes and the Wisconsin AAminlsuative Code. This approvalap proval Is valid gigl the end of JUNE 2015. T gent upon com lame with the following stipulation(s) This tank must be designed to withstand the pressures to which it well be subjected. The manufacturer must keep at the manufacturing plant a set of plans and spactllwllOns bearing the departments stump of approval The plans and Specillwllons must be open to inspection by an authorized representative of the depsdment When this product receives wastewater from dwellings and is used as a septic tank, it will produce an e61UBnt quality with a maximum monthly average value for BO05 of greater than 30 mg/L and leas than or equal to 220 mg/L TS3, or greater than 30 mg/L or less than or equal to 150 mg/L TSS, and F.O.G. of less than 30 mg/L Approval Is Issued for this product as being equivalent to a poor outlet water close when the fixture draln Is Inatalled in the vertical positron. The desgn Mesta the intent W a Comm 82 32 (5) (D) and 84.20 (5) (n), Wis Ads Code, of requires water cfoaets to discharge through a minimum diameter 3- draln pipe Or fitting and the bowl to contorm to ANSI Standard AT 1219.21A. The intent of me case is met since this product provides the same functional performance as water cl05ets Mat meet ANSI Churl At 12.19 2M BEDDING Bedding materiel shall be used to provide a uniform hewing surface. A min. of flinch base of sand or granular bed on top Of a form and uniform base Is recommended. The tank should not boar On rod". Sit" with high ground water tables Should have specially designed bedding. Solis should be compacted under the Ronk This approval supersedes the approval Issued on 411IM05 under product fife number 20050106 This approval later shall be Incorporated with your previously approved plans motor spudflcatfons Approved under product fife number 20050106. AS Of May 15, GOON, a copy Of 0 succussful wafer Ilghtnaes MM report for this product must be AVAILABLE FOR INSPECTION AT THE MANUFACTURERS PLANT prior to this product being used as a PORTS holding or tmtmenf tank In Wisconsin. The department is In n0 way endorsi0g this product Or any advertising, and Is not reap008eold for any situation which may result from Its use Sincerely, Joan MacCubbm, CST Englnaering Consuraru--Plumbing Product Reviewer Comm reel Safety a Buildings Div: PO Box 2668, 201 W Washington Ave.', Madison WI 53703 2658 Phone 608266,0955, Fax Of 7458, E-mallJean Maccubbinowlsocromigov aa61058J E IN 10i File Ref INYP'AWL Page 3 ST. CROIX COUNTY ZONING OFFICE CERTIFICATION STATEMENT FOR UTILIZATION OF EXISTING SEPTIC TANK(S) This is to certify that I have mapected the existing septic and/or dose tank presently serving the following residence: (Street address) 696 Fox circle located at: NE Y, SE Y., Section 20 , Town 29 N Runge to IN Town of Ecew , St. Cron County Wisconsin. Upon inspection, I certify that 1 have found the tank(s), to the best of my knowledge, will conform to the mclu ements of SPS. 394.25, and it (they) appears) to be functioning properly Most recent date of inspection orscrvicel �g -a Y-aa�D Did Flow back occur from absorption system° Yes_ No_ (if no, skip next line) Approximate volume or length of time gallons minutes Tank Capacity: IWO Construction: Prefab Concrete x Steel Other Manufacturer(ifknown): wusr Age of Tank (if known), tm2vta7 Permitcar (if �. imn s n,nla (Li iced Plumber Signature) (Print Name) ... "' MPRS 2237M (Title) (License Number) MP/MPRS $ ?H d:D (Date) Form to be completed by licensed plumber (Dept of Safety and Professional Services Chapter 305 and a. 145.06, Wisconsin Statutes) or licensed disposer (NR 113 Wisconsin Administrative Code) Rev. 2/2012 4 CAST-A-SEPL r -- 4- GST-A-YAL I II FILLER ON BA E TW NEW W320-MR TANK SPECIFICATIONS MMIMDION& WU 3' BOTTOM: 3' WYFA 4' MANHg 44' I.D. PRECAST CONCRETE RISER ' oo I ENGTN: Wx'oo. MOTH . W'OD BELOW INIET' 0 1/3' 0D uWIO LEVEL 43' WDGAT, IND IRS IMET AND COMET. 4' CAST -A-SELL BOOT OR EQULL GASKET. CAST -A -SELL BOOT ON EWK WIET AND WT£T BMEE µD RLIEP' MSC.CNSIN. SEE DETAIL 00 (0I STATES 4£ O MT) JWID CAPwC a GAL/IN LOAOMG MESON B0 UNSATURATED BML TµK Cµ BE USED AS SEPTC/ "O DING/ PUMP ON SPNON Boom MIX EEp! A (NO MBER) TANK. K DESIGN �10 No FlLLR) CUSTCMIRD TAMS FOR MUOM TAMS CONTACT MESFR CIXKAET: FOR APPROVAL APE MAMIFA UIWDD PDL :�: PL-525 Effluent Filter PI -525 Finer The 1`1.525 Filter is rand for ID.11W GPD (gallons per day) nuking it ore of the largest Firms in In Aar It hr 525llevrish ref/16'616ahm alaslake dre Potylokfr cleva,hie fire kPL541us endtemagcshutonball metalled with every umt lohm the Rlnr a removed (m cleaning, the bW will Moat up and temporarily shut off the svalem m lheelflumt won't leave she renk Irma... • Rated for 10,000 GM (gallons pm day) •525li feet of l/16"fJhahon •Accepts Vand 6"S D40 pipe • fruit in gas deflector Automatic shutoff ball when f11M is removed. • Alarm accessibility. • Accepts PVC extension handle PL-5151nnnllatloo Ideal for resldmhal and commemW waste flows up to 10,003 gallons per day (GPO). 1 hate the outlet of the sephc tank 2 Remove the and: cover and pump tank d ne marry 3 Glue the filter housing to the 4' or 6- outlet pipe if the Nter u not ceir nd under the access opemng sae a Palylok Elbert As Lok or piece of pipe m mnter filter 4 emort the PL5Z filter unto its housing 5 Replace and seaere the septic tank cover Pt-i8 %1"'teanre The PL-525 Effluent Filters will operate efficiently for several years under normal conditions before requumg cleaning It is recommended that the Mier be cis every time the tank is pumped, or at least every three yarn If the matalied filter contains an optional alarm, the owner will ba noh0ed by an alarm when the toter needs unerring Servicing should ba done by a arched sephc tank pumper or installer 1. tacate the outlet of the septic tank 3 Remove tank cover and pump tank dneceseary 3 Do not use plumbing when filter is removed 4 FOR PL525 cartridge out of the housing 5 Hose off filter over the septic lank Make sure all solids fall back Into septic tank. 6 Lien the lifter cambilp Lack into she housng isnYng from the fdter u plop Orly aligned and rompA vy irQ2tl y Replace and secure septic tank rover IP6'• Filtration Sluts Alarmswian 10r000 GPD tOp1qu9 Airlifts I- PVC Eemuim Wridk Rase tw Iugb GM 523 Linear Ft. atI/If- Plimtlwmass Accepu NiLiv oMr ®u rwn"'rsars ar-� AX NOK L Q� eM A rrrr. Polywk Z,W tr&u(huts mass rvantt, wW6 eiemtrh eM W.m imeaesNyiuM1. Polylok.lne 31curleld Rlvd WellingloN,LT Wr92 lbh Free 977.7659565 Four EN i114fl514 wwpolylok.rom Page 6 AaeO wv nip ONninlo VlMeia LlYrtlun �I ....r aL�wn�� tiWnH Cmaek VgaueY IDeanb6 Oegn OulYre '9 TAMP� OBrGPOIECTOH METee BVII Runyst Valve^ li s on to t to dva hoes to xptic Reldilea or aster i. In eion itI [the ost publishntages al longerf PORTale rntl ng dilnitalbtlon ltle tfe mwastew It r eldeeh alhmatlnq eThe evehas for ely no tar ct wt lappreaatter Tie m na a0 leak-y n nd ex wNwasewater aue m the . a lhange E end om onedrat age chatoanther can a ccompl o d hum a3 mi Iby to ply turn on be valvewlithou In less g or Igrt tact by wastewater. turning [lee valve wl[M1OV[ elpging or contact with wastewater. aThend Bull suitable Velvets available Insp sal sy tare and Is sumde mmRver septic disposal an Byrtems mrc used - In wmmouns. IMuatrNl, end mmtlal ntadlnppres. OPERATING THE VALVE Add Pied Fee Pud no direction control hank should be Meted No l Nn ] No l he Other Ha ] of twOffr000lally to d1rect effluent to one septic fields. After removing the screw cap at the top a the dxr NEe, she valve handle can yyT re 0 y"R Ov NmM eltle the valve key tumlNM. PoaYoned Pass= oa Ho 1 El ] BULL RUN VALVE Bunn e„neg Complete Valve Kit Dde pews geppc Saw Evrlysma CPntwind Tmy Table S. Bull Run valve body ]. ]B' Valve Key J. klaer Cap Adapter 0y pyq®py 4. Watertight Access 4p PRI WILL RUN VALVE 4- ORMULK WILL RUN VALVE & on ONLY MMNSER WILL RUN vµ@Rl NOCAST COVER SURVITY26 SULL RUN VALVE Per an BRVCBtISER-4- eau i u amteuN Vrra Nir u ADNSTABLE W 38• HIGH al RUN VALA KE, Pat) IN -GROUND GRAVITY DISPERSAL AREA Weela Wieser Concrete Uniform Elevation Trenches with EZ1203HP Bundles 3-ft Trench (down -sizing credit) e.pe..Aln.un,aer 1000 am 320 ElrynM PIMW:Iefvr PaMok cae.s meth sn,� rvr uoee• 525 I TYPICAL TRENCH CROSS SECTION VIEW ma"°•�n — ..J�,. (No Scale) PIPE OETNL TOS9EaVATOX IM1pa) Provbe MNmum 3 fl _ sepsauun LeM6en ve1mK. y"e�$�'~ TYPICAL TRENCH Isl,o.loma•na.t.11wl.lpp..e,.mm�ro pm,....1 PLAN VIEW - (No Scale) 4-0 .:e� 10 e... Pxbnbd tzmrd R (Iy"1) (4Mro11� Ilmrml --y___-------- T _:=::=:: rA=30fl *----------- --- umrop IT me C) INSTALL PER TRENCH. E212C13H euMb A 7 to-flllulMee®S WEI$NmVI=350 n• Imle alm..m ayerro, nil �roW peauamwmenNabti••mmebs t Sfl Wndes®25IF EISNunil. Y =Pa~ EISA Wbelvli=�Y Repulred lnfllVetlm dim= R' Distbubon Median: fl 2 benches = Proposed Topl EISA= TW K branched manifold O NESET Installation Instructions for EZJ[ow Systems in Wisconsin ................ 6..... 6................... wisrmsin Department a Commerce, Sdety and 9ui Division, has «mewed the spedricatens ad/or pane for this prat and determined d to be In Compliance Mh Slashers Comm 82 trough E6, Wswnsln AS Cede, and Gapers 145 and 1W Wixonem StaNtes All sdu must meet the$jip a � Lndftnc g rVnimx a xol.non dlstan rm as rota m Iwal regulatons The appo.N products are 12 rf g 17 Wndres ran pre in inter bundle m 5'rr IO' lengths) and l W3 P cart bundle ath pre In sion bundle m 5or 10' arahl A angle qpe Wink School a bur donor pedmeled Pose our. hounded by EPS gpiegak and is held together rrth poi emo a re netting A single aggregate or rumors aggregate only ands meld together chin polKtime a noting Materials and Equipment Headed • EZAw hurdles • Erne., Gemee le Fai • EZMV Informed side Cosual i fix Meader are Inlet • Bzmoe/Excavator IrrsWNEon lrubuNpne The Irsbucpons of rroode m of Ezeow post we gem t»bx Time promal must oriental accwdence won state ruler defirptl m delptae Comm through &. Moocher, Ad- mrsbab.e Come, me (depend ray aM I W, Nha¢nyn Sua uley as wel as the lot Sudan depardi S current deal manuL 1 After the try tagtn hLaNreA has, olummrem doing, mnlgwadn, W Iepat for Me offpa "Ms. some of mead pant the search of trencnas are ones Be "i to set coned dark, for N pre, nearer Ime or dia- Nwrm vex and trench amount derder tense rneie- Urn of fore Wrdles 2 Remox Owed EZflw shlppng tags under to placed shales In to thish d) Ramaw any pasrc nags In fine trench eefpe system Is cowrad. 3. 1Ms promuR must hew gedu ll fanner Mar meets ne- c o foments of a Comm BAW M) fill We Adm Conde. heated dredy on by of the paduct and Sundering School along tad sides of the product to a pant er east six Inches tmm the Wtlom of prMutl a Whin crafted in a trench, fine trench si be dug a a Skim of 3lm pores. This had only severs lenx in feel ton, but ado pra+ees defter boa -Mang uPacXy after barkfidng is domdate, OSEZflowa blNerLerrRpr ......................................... 5 lire PbsorpYon area gn radi Y for a given site shall ha seed based on maemum daily Sewage fiI(GPD) and Me PermeWlllry M the silo If ceMln nitere Is met, the EISA slerg man he used In Wsmnsm, resulnn8'm a a0% smeller Sweet. 6. %ace EZMv bundles) In the Udder configurel ep proved by System design Anna spetina for the perba- W seer The too or come -moat handed Somali pia re soma end Is end win an intends had cruder. My addrrioml aggregate only handles that may IS: required should be bathed against the riff aggrtyaleany dun- dks and do not require any type of connedhu. The top of etch GEO mAnder cw•ams a filler fond pre. manuladwe In ahem Me neffirg aM aggregate, The fapK s in5eda of prerNl soil inhusim The Instalb shall mane sure the hie GEO is prmtiiorned ulnuard and m in mrtatl MF the fabnc cmhanM in the alai Stan - day, Sol WJfilfirg. B The Uoy, OraMIed Systems Shaine be msWIW in a owl benU n of dimctms Mouth auras and a ul ih IreMlr toHan) W afwN ldkw to cmtowe of one ground wane elentWn wndorm depin), win an demanded; apvg 1wfwt Lylrwrw trundles paced ere to ad, out cenbds Wale mslnthlron pce interconnected. odeod any dams, sfetudki or oft, eater stays 9. The gerrb top "I has graded! Such that evaW Ma M pre. Bear sM,M M seats or sodded warwoutey aft compebon IS reduce erosion. 10. EZPw EPS wades are mode and rn Min ourvee herMes a may be zcessvy, to ridded trams, bakers, if offer wall 11 EPS aggregate'a lrgnter than welts, therefore, t I be expxta that natwal buoyancy forces Mull land to x EZArw WEe Nes to that out of gmuM when wrong occurs Flea exponents has sndson Iwarer, that th s rs out a problem when ryzlems have a minimum of I of nil cover u recommended by modal ......................................................................... 6................ Page 9 PAGE 4 OF 4 In -ground Gravity Management Plan IMPORTANT: The owner of this in9round gravity system shall be compounds for its perpetual o mWn and maintenance Pursuant to requirements of SPS 31 Al Admin Code Pursuant to SPS 38352(2), Wsc Admin. Code, MIS system shall be considered a human health head n not modification accordance with this approved management plan. Funharmore all inspection and maintenance abortion shall be perlpmed by a regisymd POWrS Malts finer in aawtlance with SPS 383 52 (3) Wsc Admin Code Maximum Dispersal Anne Operating Limits Design Flow = 450 111 SOOs 5 220 mi TSS 5150 mgL", FOG 5 30 mi Inspection Checklist INSPECT EVERY 3 YEARS type of use age of system nuisance facmrs 0 e adore complaints etc a) mechanical matfuncton it upumps valves, switches, floam etc ) matmal III o e, leaks. breaks reaction, etc) wands source an anaeredic treatment tanks) and any extriation appunennc(s)(ia., diNdMon/4Mb ft) neglecd onmphook use (i e, exceeding design capacities promixted adrvNeq e!c ) extent of Among In dislneutibn cal poor to phone dosing megulmNes-if accidents U.e, pump m<yGmg, fbT switch setlings, elp) ekctrinal component if applicable µe Wang, depressant; sentence xntida, omen, alarms. M.) distributor lateral an latent bonds plugging (measure lalmal distal Me re —arnpact to design getlfi ) sudec , discharge of refusal of handle bai Into gradate served Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary) Septic end dose ounce shall be pumped by a camped be gins servcing operator licensed under s. 281 48 We Slats when the volume of solids In Me tenk(s) exceeds mnei inci Me liquid volume of Me hands) a as acquired by local pointers national of contents shall be pursuant to NR 113, Wiec. Admin. Code Effluent filtieffill shall be inspeged every 3 yeah and shall be cleaned when necessary to remove any accumulated solids according to manufacturer s spedlmalions A aervlang period Nil always be greater than 12 months System maintenance M"M shall be submitted to the proper local government unfit in accmdenu wan SPS 383.55 When Admin. Coda. Repan any component fellum or malfunction W: Name of Individual for company Schmitt 8 Sons Excavating, Inc. ppppe. 715-760-0486 Local government unit St Croix County Community Developement ppppe 715-386-4680 Local government unit address 1101 Carmichael Road, Hudson zip. 54016 Any defiantly$ part of this system shall be repmrad replaced or removed pursuant to Sons 38351(i), Wnc Admin Code Repair or replacement of failed or malfunctioning components shall comply with SPe 383, Wise. Admin, Code No product for chemical or Physical restore ni of the POINTS may be used unless approved by the department In accordance with Si 384. Wlsc. Admin Code. Contingency Plan In the event that any failed treatment component of this PONRS cannot be repaped, It shall be replaced pursuant to a plan submitted to the a empnate agency for review and Poorest A failed Inymund dispeml w onant may ba abandoned and replaced by a wderornpiying dispersal component in a prtrdetermined area of Suitable soli System AWn4onmeM If use of Nis POWTS Is discontinued. a shall be abandoned in accordance vnch SPS 383 33, Wisc Admin. Code Page 10 Sl ('Rolls (llCRll' SINK L\\A\I\I\Ib\.\Sll \(.RFINIINT \%I) I l\\'\( RSIIIP( I RIIf 4 \I10\MRM 0.11,r Ills„r Daniel & Laura Herzog Milling \am.,. 486 Fox Circle, Hudson, WI 54016 11ruwm AaJr,.\, 486 Fox Circle r\.. ,.y6unl l,r.n r l.rnrlrrre& en...IN ua•,nr,. r, ,. n.n .r ., n�.,r.,n (11) Naaw Hudson, W I 1,nr...., Nalllrlcalum Nunlmr O20-1183-60-000 LEGAL DF'X(RIPI'1(l\ rminn. Lwalwhtl NE SE _k. 20 1. 29\R 19 u. nm„„I Hudson ,uNlnl\n.111'I11 Pine Grove Heights 1 st Addition Awl.' 16 ( ea3freJ Sunn \bp N \,aulvc Pope = Marmq U[NN itIZy zl IFolum 2INI71\'n1mnc 14pcn n, h.r,r.. a"O'. I r,I lnn.. rJ.mnw4 o,. om• SS St ENI MAIN 'IEll E AND (N\ Sh R ( ER I IH( \ll(1\ Irrrl,rr.r rr mlrn , V , ml,l I..rdn 1 11p„ .Law nminu.e pnn, w, rl rpu rJ¢uprl . ,IL1. I\ rd.a F„I'... 1Prnlu\\ r...Lu wpn nru Ilx. IA1. lrlp ul l4v mlm mudi I,pu,I 1, I. arvlxnal.. rrn.nnr. mnu ..Porn. brlNun..p..Inul... tM\ is 4lr .rill I1,1 "I'lkl It \1 4 14,(nwll, \.mpl nlMinim.. I p.r..n. O,wp ,pv 1'. "1, 11'I.11 InL A,ho FIIOW. 1it Um. ..vr,d In IN: 4.1 mr nM l„ mjohinFu un plunDn .,N 1•1..... P., ,L...M poomm oavnF'1.111 IN i r.L.PMa "1P,n".9lvunr.n Wmmml n l_Ulm .nwVmn,m,M pumpm4 l nw wI IN-qn.. 1,1w IV,, "I I I L.II r1.L,Jpn Ix Ph' uM.mM1W M.. Wild 1111IN...ry.0 ,Mp WIN pill pe Jly..r1., unl11w rmodi PIUh Env qFl IN 4X nw„\,ill lY.l na,. .,M a.a141uum. ..I N4Iwa1 JO SIJIV.IMo mp rnw 1.,Vl IN It,, 6.. wA ,1 N.n..pl,rN 40p etn.nJ l.. m.]1 (.... 11111n, rlm mr x emmv 14 wn,,k W 11nm Ilk J.n., l ill, ,lm..... eUpU41.n..4u Iva.alll,llulill an,nmmr nil flo, ino, 'k" un IN r l¢ Nanl.In Vol An.m 1,1F, Ioo, unIt, 'A.wm 1)ill low pk elvn a... rIN J .Mil.. F, mm.. l 11111 11. J...L.. V dU11 Pn N.Fnlu nr Ih,J. f 11we \ullnmr nn,..arw,nl. 3 •%I, mennrmm, le a ..m WrrcanmJ nu, Winn.."4 �' ,ur Nook N.w n,.,IA m IN P1,k A p..mnp l UNmmm • Ill 1,01 n lrn 1111, l..,l..•n,..w.Mn1..,.,.m1.4.Jn...nIll%wenln..lAN.Iml,,u M,.,r..l lm..n,l.ul..l q.I'll .l 11.11.ON I n111..1 M e..n..n., n..e 1Rf\ w121 PINEGROVE HEIGHTS FIRST ADDITION A SUBDUVIS10N LOCATED IN PART OF THE NE V4 OF THE SE V4 OF SECTION 20, T29N. RI9W, TOWN OF HUDSON. ST CROIX COUNTY. WISCONSIN. '>+m ' LOW& 10 i MaoL� z a 51EE I � 2 S. ETS SOIL EVALUATION REPORT 02058 ACh BONY and $arurae Frn axaraaru. 11 COmrn es We Vry Caen Pay 1 of a U ll 1 11 S SUTuIN Irc MgiP[mobb y County all anon a r no ln11 n en i in 1 venermnn I@SAXII SI OM. nuwe. em nw umr:e 1101 I'M and horn omwi all ' - P oammmse1 Nx .n•pn. .no fm pso '10 Gxineseaa°o 04 Phaae Rnm an mrorrrr.a9np ° ra.Pp�..r r .^, r.m lt' rowetI v PpmN�nrsp. It'"6laure NEVA SEW $20 RBN RIM ro"4 *ra MNYnp M1m• Lot BKKX9 fine for CSW 44 OFO+Qrtb Pine GOO, HM9 M• 1 S1 MCn Cary SW Z'I) CW POO ill cqv th"m Twm rai Feu HWeM Wl Sal Set 341-06t9 HWan Fm Cusae xea Cameuun um e n r r r r 3 CvbdnM °eap+.Wvrala am am Persona l e aswnn rc p1Cast5 OublOsh MurFnardsSeneal om darn uueb NF X Y s a'st av %coona °Nlwnrmvennona sye nm Ganeolmmork uYn aGl gpVpXrilp PMSITIe synlem MMol MOryavSrenl MYe l re[amm ep•10)W SbpaAryBi•I%r / y �eara°a Sol 1079 N oNw u. pegnm Ynap ram 96e 9M6AYOisn pue. n C n Compare Cm ROO. Ce eaura SrruWrt Cmaeum enuNery Meala GPMY Ou Sr Conl Color Or Sz bn Ism I OJ lOn3/3 none 9 3mgr It as 3m,2f Ob IOa 1 hll IDIOM none or 2mspk m!r gn 1A 0.6 10 3 1120 IOn516 rune If 06g ml a 14 05 10 a N_i 10al none an OR! All _.. -.-.- OJ 16 r 2] "a Sol 1079 IN all will sv h Cagn to"l MMI, 96a in ISO Apples p Honm'r woIn oommem Coro. FM°. waarplOI ell SnuCWra CoilSolOOM CPo'fY allSa cont Col°r Gr 9C Sn 'Em 1 0m10 1ial none 4 2nol mM a5 Zm,3f E6 IOa 2 10.15 10l rcwp 9 3mor m1r go IN 0.6 10 3 IS34 all noire is Osg ml OF ...— O] 16 9 29% 101W4 not grs Oy ml .. ...... 07 16 8 8&6 1.So a 30 s all ap Tss nw. lot F• Ill SIDrryM1" IS$ t30 nq'L CST Name lTr PM11 all Sores CSTNaneer Inches". Sadirl11 i* /% n 22I429 na CMmm6Win1✓gm wCandkint Tboall uumur 1595 M is Nw Renmmno Al L0'1 711612020 71SI60-1978 R�epmrywiR, NersO Danoel 6 laurel Plastics 0II 118)-W W0 Ppe 2 0_1 F3] sent Boom Gwiasunpuabv_IWS R GeMmlmery M10-w _gµ_n SeyRmBalw Pao momw Owan Dominant Clear Ali Mvplim ieMun BWnan CanebRna Bary wMRi Get in Mansell Ou Si Coll Cob, G, Sz Sn _ EmIT'eR, 7 1 OB 1OV,3l3 none V 3„ql mM as Ic.3m 06 1.0 2 813 1"14 ol _ 0 2mstk mar gw 2m,M 06 10 - 3 BIR Lg 4 rl ov2 all - 07 1.6 mane I -Pit Goals Sonar. ei.. _ UamnmlmmNFGV nnaW Bon eaplanson Role wn oepm mall mColn RaEo. Nin oa se Can case em,. Covumr. Wei m s. sn Gi — - ' uGoing Bonny RR Gmu sueau el.. _._ a Cepm m lmon0 rmo-m 'EMapnl -BOOj 30<220migl i I3O. I0myM1 ' BIMm IL 000. � b my.L a no TS9 Q6 mol. I see U,t nm ,rC nul igrym wpm I d11 and amplm x.1 u5 Ie.m neW mmentl man lLemmu balm pnw anl&l mr J,plii al MMLb!III ui I 1\yWb]6l.8 ' .an.. • v.asalu.0 St Croix County, WI "E. ME%. L.. . , Pic am.116360400 CS I U74n ME LOT 16 A I p EREi rmCme. �._�... CPNDIn9i wsslE LWE wry / N� �a RXI FOX CIRCLE ar tvlcpiapa �-s�Nd lvm qe 1 109.11' iup b ��qm� qe m upe uY W 11691'iW bna,spmamag TSJutl �� lWO ENyOdrbey Ell 5cVAiluN a . AS Wild SAINITARY YSTEM HIMPORT MERR �,..aP 37e.r Txx.s.l.5 Afwavte. EC Z�Ta2+-..�. annouiss are ST cxalx Coax.., WISCONSIN 412sNd) ' sxeolVISlox Addr L! . m & LIT size PLAN SITS? Otmeancam old <Yemfone to mce nyu4®m1e of IINP W NASA FIVERVIMING WITIAIN ISO FEET OF SYSTINC eaxCWueR Seeene..ne ""deal e.1.vno. Point . ]lean Pue ae�y Elevation of veeuul refea.nee poi , _MI a p "a'IN. ea It, 0 01_ SEPTIC TANK. M ..f.an. meers a•lE eapael . maa xa.Ee1 of mine. n.,. NOAV Tank men holm offer el.pet.n /o81y Tnn. Inlet EI...tl n. , /MPh.n. o.tlet Elevation. /a6e Y9 NmbAt of eet In...fne..e tmp.ope.t, line paant.pSid, ®. "'0 frip felt r (11111d, arnt, mroawuoo If me eEmve Plotlplan)( $2a[aelin el .... look RI Pw cMe hi 'accooer <wle w/wJmr e7-"Ido oe fnl ~r(61r °Iw^.(e( t.nb .IEelt.Sm fs[ en. Them, site _ xmb.. If .....I IF torn It,, I.. uR"'.v ft.— Ember of feet fvom ,It m .t If fell fl. 1.ildi.s. (Imtuee diet....... pl t pill). .olt "FORPrICK SYSfa, Width ta.cte.MmbB of hill. .. shle. 4" Fill depth B Bp .f pip %A t xvbee of fee, ft,le out.. I Pon.<p t ee Free'. 0Shelf. 0.BgOh ..� xleet of feet hm r.l1. were el t. v% (IRlaude nit.n.e... plot Pill. l UEFAM PIT 0eft. .. littler .dr1p led tlYth.B FIX e.I0be. Y of the 'bon .it .b.eebtfm Inde" (Clock con WLDING FORK Mho.f rbe[tofttm{. tml tY of t ook Pullet Of fee , .t P wt , If..: Proof, sw'.0Rear, OFF. Nueber Of feet free holot of fee, food "U, Ember Of fee[ frog RHOMBI read' µelm Hhmrflltlo u.r /A-30-92 plmba m Job u..R.. Numb., vma em..) DEPARTMENT of INDUSTRY. INSPECTION REPORT FOR enrnv n%AA IUMPN RELATIONS PRIVATE SEWAGE SYSTEMS DIVISITO Box HERE SURE.0 OfPLUMING MISHICE20,T29N-RI9V 000NVENTIONAL ❑ALTERNATIVE Taw of Hudson pN.Wmy TONS Gr ❑In ed Am,w, ❑MwM �� Get 16 Pine Grove Heights ey RIc6e[d 5[oD[ Roue l St. Joseph, YI 54Q82P P' Wnavin 9cM1[[ 1 5[. Gmlz IO279I wric TAaemoLo, T.x. .E. ,.�....,... P vE,E,. a. ... NE .... .❑x0� ..❑w.Yne.s�.x. ....p,.. fr Ea ❑ FEE.....,r.. p pE LOSING CHAMBER _.....ev .. . U.. YE ❑YEL ,••• DIFFERENCE BETWEEN PUMP ON AND OFF1 pYE pNn SOIL ABSORPTION SYSTEM VI M. .1, w= NOOMM FOUND SYSTEM chr OPIUMu nmi ePaI PIPCAM OF SYSTEM M lunom Over mved. REVERSEVIDE SNOWELEVA u NM muna INUmnmmand TOPICS MEASORE0 DYES ONO ` ,,• • •••Ovei .,. pvrs pves ❑NO F.ONO ❑v ❑Yea ONES, malm NO cants xre A OHM SER f<I �1 S ❑x0 pvc ONO _DYE _ .M Nnm en Pe m... my I dv for rvdn. Lxn u moVIA OR dIml ZOI Administrator