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HomeMy WebLinkAbout016-1025-70-001PRIVATE SEWAGE SYSTEM `AIN $1 CROIR INSPECTION REPORT +°"^Are GENERAL INFORMATION (ATTACH TO PERMIT)III ai."lo1. 624612 III secede urod Neese .e,a•u.I,.ve....efor ,...,"ew o.me .r IPewry ud neor t01M1 Tuddresp DANIELS, JULIE STANSBURY cM xIII TONM OF GL>ENWOOD a • "� 016-1DP5-90-061 .u.M. w O .w Ofi f G fo «"x 12W 15193A-01 TANK INFOR""ON ELEVATION DATA TYPE MANUFACTURER S CPPACITV STATION T.BS (10 See I W F r LKao nr OL Deuns is 7 �o oo ( r.w WTI 1.3 N q.lz /m.15Po !ols SSurdn,IMTANK SETEACN INFORMATION O �tiF SRHI Oubd i"TC&77 TANMTO Ph I➢ mu,m ROAD gINTD«.N71w' 138 0' NoT '" Am,flim Net RFeg,s IGo.77 e" 4.7,7 /oo PUMP/LPNONINFORMATION Per OsIdII Zz,'b Fl"alcnce M..,I..,..r oa IU.r m m MGM '!b9 Ini.1.3 too LWfq, Ledez„Tetrads,, 138' IS ANTI 2-5' MIDNIVIIIIII ti Red,ds 2 IYAILMroArAIRON Lv.Dis SOROVVER pevessumsystervionly OnN Mr . -7 Y ,.".e Lug.. >Iz N T R II 7/2 �i.« .�. »e « CI xe COMMENTS. (mnuennueumc,,Nen... Issue, n,e..nr.m( TINT aMD«Nwmn pF A., Cow c �mp loan onIRNarenv I I use Near,olR1.„ MylnMmu4m " g2y Inewdwnn r`1'I/LaW Tun Fz W[SConsioAd krane a a=nl.ltlml l�ST col row estateSa 116rohpllm �"1. Sdod P M1 P Professional Se Ices 2 81z >i��m1oa81m,;28.,lm,AAPlic-.<.aox,IM1a ffl pm,="fl:"(.°i;fqflrQa NOm+ rtw'N oMmI a( tJn. xl gvM.M1..w LIM wpnmanl VWIS ay 1 Applkatlon lvform.lkn- Meall Pont All lolo etbn,� PM Omw„rvw """ [),an d JJulieSlansbury a(1*- rmz r-1s- Oo► nnp...r>,nm.m.uay.mm: all 12 30 Iss l43A 1691 Count) % A NE &. Vw v.. S MoM L C* 4ae o4T0; Neuter olcmtoo[I M 113781aM1 F]Owx_6W - IL Type of Mail eheLA Wl.pplyI �p 1 WVJgeof� WElutmmmevJ A.dN0tll41oumn- 4^M4 Smic(NIW—IMrtMLM MNayv S Towol Glanmorl III Ty"Au Oftookody,ml..n. NMI Ca,pittellneaippplkabk) - - %r«.t- FIy'gn IITlrnn o xwl mimrml. en mG ❑omskmr�nl.;n�ysy ion ,.�.. na ran P7., ❑w,mn xn..mn p,a.m. oNMIL NI pe l>m lmW nm.I.T r _ IV.T a(PoNTSSkem[Clnkall Wl. I l(vo�mdll_ ouM> n .t _ n-. X ANneR Samo n e m In ofmmkkml -IliloWiny hark cnM1moxlwovamins3l I� p-q l monem lbrAw lopLm) 'AN Y W lTm .ro II<�r -ml.ac CJe �PfIwIWI� aam1C ui m 4a'NoPl� O PgvW Ma xopimt nll ue oiwnet 011 t7mnFMm 4.. US 11'_tptga ICSOsgIf Iglu VL Tank lnb wr. ' p MnWool. IRfib PIUM �RCILP�_si� _ hYonm.e IIIIIII 1000 Weiwr Cnn X Te q rh.4 600 _ (ontiv % YPNMEement-p thPiu5P.. pnlWIS, "Mil a We abn. on lik'aW=Ia MUNNIM NumMl uunmNuly A l3n l Jli Jlft-I}SYJack A61rmI8umOp ukl e N 13431 i`IOa S eel kld¢dan0 N'1 S4)6} vnl. ron. Ine - nmem uaa oal glAI4mM IOW IssuW A6mU _�h t ��' �Y LF❑nIW SV6RMVSVpREIf ApprvvaaRea.n.l far OWfflea l t segue lank nlur j L�W+Ra�w, a I-kl'P-71t20-o effluent and - aiseereal sM matt ce MdAe Jmamla.ld PJ-I.n Me peragemrrn anent Plpn pmea by plumber ` �,�// All eenls m niback one"A eal[ mamlande C'.& -Oyr� I' llM eif. as per eppnmble mbemmmanwa P �-W -f(AV pwddd+I SB t �Wmwlln'ul I Indian alw.ai ;l puT�u-r<y.L.¢:a1.t5 SITE PLAN NE,NW,12,30,15W Glenwood township St. Croix wumy EEGE AA Vd IB elevapoas I Ia gads el ofspade o Bagged steel post 213M l000,topofspedc of Bagged hpost eel postt meets BSPS 383 3 s C0 Scalee I" 1"-40' except wfiem iadieared p N'pse v T v a PartofpdAc. o, n A' s• '*° 6D y System Weed vert1 looff System leteml invert 100.5' � ���✓•rnw Wdr �� N Sy4� project STA SBMY 9' page l0oflo CIA = �I AMI28.2az0 CONOITIONALAPFlIOVAL NAN APPROVAL ENPIRLUE 2022-04-28 NOR Review: P"I (142000659-C LORETTA LANUBEE N20B9 County Reed Y Menommre W154251 SITE: Wr A, Alre Simsbury 17M Aemue Town Of GknwoM Seem Cmm County NET. NW, 512. TIDN, R I SW Tael A.oenl: 5250 W OMEIOH OF IILV STI1Y 9SgVICE4 zasP ullmEST m+sTE to uN.Invcs vn vsso cweniNerron R.Nr ImaMR...9o,R�m, wwo.ww. .mYr.9„ APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES V 'i'A,J�—� SEE CORRESPONDENCE FOR: Ikerrlgian Three RpLwm ACPIWC Sysent\StepmB nee Al erode COmponm ManrW-Vm 20, SOD-IWR(N.OIA), R 1112), Pmom Ontribubore Component Menwl - VM 2 eL 5130.107(l N (HAD, R I W 12), 450OPD, 36"dep0tb bmnmg AMR from ong" goade, MMOM"a roryuM, IDftw R filter, New coma,x eon MI"Monow deunbN wive bee fern mrewd for Makmasom wM applicable w n AdmMIAMWCOdm ud Wrwvnem Sdmnv The mbwnel bee, b¢o CONO1TIONALLY APPROVED TIRE gygLLmre To be and IOutaf to wMM,,M wth Me ,E.wo M,,Ma piwo Mo runt, weyM Moen nwOeY.l micro MIMvc. TIM notes, as defw iwcbeptu 101 DIED), WMM,am SamsaL uE MINARibk 6rc mMepi,en, wM all Code unmrnu No person saw eyye an Maned, a pbunbing on Ne Male rmlew panted To do seby We Depnomvt Pal SO, Ile IOIIMng[ tomsWll M rM drmne amalrw.nen or rneullnunrr W pOr baetgvay w saw RenLgen A weary parent munt W MoRnAI Senn the Aunty where Am polal a loeoeed:n zwoneso a won NO MA1Msnma of SM. 145.19, WR. SaLL PdOr to toeprvrtbn of OR dlryetul am,, bank ebe ntOature mnEent Of We mY b a dryW of g wnbee Proper Boil moisture mmmtrun be daermmed by lolling a sell temple Iaween 0ue hemdv.IfltmlleDEEP R114- nghwre,Neq bprcpvc Ifncrvmhlo; wEMpannw aopmaW If R,,,M,,F was Prepare, dl not w OIRMu. Irspxnon of one Pnvgtc wOosse rysem meulhmo A rtYNItN Anengemm6 (m tmleenRou aball be muscle MN a NO durgmlN wetly o6iceat",A dmwe wish NeP vumm OfSeo 1452s(SJ(d), WLL Eau omnee Rupo..Mulme. lM=mrtm ow^=e. half cal subsequent owov, shell a=cive [=[Pr at Ois letter Owners sbuu also reame e copy of eWMpmn¢ orse naM mu[Kmn[e transmits) had 1, Grnmneg this MWTS,s opentm had mwlmN in with to father moll the eymrW Imoagemm plan under: Sin 30lF to Weems Ihm na Nxryum own bryathem prim mrtyxns pmmelluncuuupeuro ans,sb[eIW end, the pmpeny , rotor follow IM rmimgeory plha ss aea,hil in Jan appeared oleos • far easier, ropmmblefor mbm,mng a mamtmmce veffiewoo reforms suepmble ho has sudsy fen in6pmpw, aepanr mall b[aubmNW erniweb eppmP^hen fw,heminpumm�la) uolvta m the POWTS �^llhs goo 11,mzhav�,1; shi be um insir im by out I[gnnun6 this alggyl,M Desires of Industry S Ics nhaste got to,rgwre cor withal should cord , s se ars ting town tewer for code mropbewesA, Pvs u101 lry]I, halt mtas,,w,shall mbcve the traitors ofthe netaxilitr fee designing h safe bmldm& someone, ,,,lama 4pomm¢n=emm8 th,ew[r¢Ivoden¢may be made m me e, ule telephone numbs ltAW below, or ettoe vWrta are this whites". lLe above left edarcazx Mall provide a eopr of this lemer and the POWs management plan to the oars, arms mry oMm who am rtepo^mble for Ne tnwlI, . othewm or notnmana of NJW Satosh y, L_ _✓&`n// thereof M Swim POWTS Pore Reviewer, O,vimou of facts" Serviced (608078it—volm A I388P8S9ll0—few arrr ,am ,.rv�, AT -GRADE AND PRP:SSU RL Dlb IRIDU IION( OMPON [IN T DESIGN Nmt Iicvdemul inPLI:ItIou INIgT 4 N D IIILCIMGI PmJatial STANSBURY Owner's name Den&Julie Sonalmany Owner', Mdress 1691 County % Glenwood WI 54703 Som lapal deacngmn NIE.NW.512.'IJON/R 15W Townahlp Glmnuod (TIFFRlun.11Y APPROVED County. St CORE DEPT O. SAFETY SHP PROFESSIONAL SERVICES DIIVISIIO� DIVISIONOFINDUSTRY SERVICES subdivision Nme NA. C� 46;J ST(^'� N Inl number NA SEE CORRESPONDENCE Page I Mlle page Page 2 geneN mfmmauan & IarcrJ dragnm Page J angnde new Par 4lank class sacnmt Page 5 PumPmf IIUn Page 6 lank dead Page P filter m6mlanon Pab 8 m Pape 9 management Plan Page Iu alm plan Attumments DOES Of End No Up Not SPlan Diampeis oulPe and Lcense REU Loaetut Iymubec lllltaa �i fee Address N2099 County MrnomOnte. WI 54251 N's IF PAom. 715/664-g1&I _ laV//1� Z Coll 715/505-MIS 6Mml nyl Tu"UTL 11' P. 'f� N� P. Dectener's Slgnaww�.Q.. P,>. �_. Date SIMI 22, 2(20 I)IDined pursuant to the At-0Me Componem Manul tar POWTS SIMIS P(R Mot Prtsswe mrvmnww co PRENS., m.nunl Nunn -109M.4 wm of page I ono GENERAL INFORMATION Residential srm, three bedroom home, 450gel DWF off set fed system, 21mma1s Soil application one of 04 orifice Ga. 1/8" (0.125) Limiting factor at 36 inches orifice spacing 2.0ft. (24") Site ante 16% linear ram of4.0sq.tL I(K0/600LP Wieser Concrete tank wMolylok 525 septic filter required bed 1125N ft. effluent quality is kl pmposed bed 1125sq.ft Synem elev contour Lee 100.0' 100 FURvert of lateral) OFF SET FED - LATERAL LAYOUT DIAGRAM (not in stain) lateral A = 85R (P) orifiar per latml A =43 orifices lateaiB = 25fl. (P) onfices per lateral B = 13 orifices lateml dia 1 12 in 10.63gpm lateall A+5.33gpm lateral B = force main cm.2 in. 22 %unt tool system 2/X orifice sinking lR 5.0 Pressure �n ft,0.41gpm per onfice X orifice spacing 2ft 1 Inis�e IatemlB yffine Wxat hi a p Lateril k vx r� elm -,x 11/2' lateralda grf 1 d bd fl 1 125fl Forts Man 2" dui Ian orifiw next to fining pmlecL STANSBURY page 2 of to E= 2.0ft A=100fL C=120R PLAN VIEW OF SINGLE ABSORPTION AREA L B D D F- 0.831L W - 22.00. observations@ 190R G=050ft. L-M.5ft H= 100R B-1125R D= S.Oft. CROSS SECTION -SLOPING SITE linoh gm,ic lev5 101,07 Late W lmen 100 5' fsbnc H O=6"of subsol of aburva0an —+ _ I 6f / .il 1 Ib% slake concur elcv IW O' Il � :\ • L D M.."-2 W' washd xwer rock soil cover 5ft 4m d1a obsme0on pl" mot 1/0 sloe 0.Sfl. Mjw STANSBURY gge3of10 TANK CROSS SECTION (Re Scale) Approved Lacking Manhole Cover With Warning Label Attached 41 Weatherproof YPVe CA Naming Label--� J g4 it xaC MinimlRn as Final Grade A- Minton a Quick Is' Minimum Disconnect 1/4' Weep Role Baffle 40m.A `}.�Iwr APPreved Joint gel A i V/W SARD fCpe ` 3•d Soil lt onto Solid o Alarm 0 Approved Joint On W/ar S"fI m R D Extending 3 mA. 9 onto Solid Sod off 6 0 Conc. 01ock 3' of Bedding Under Tank QoO Aazp� la .o.r Tank Manufacturer:`�--- Tank Site-Septic/Pump: Wpm 6�a� Alarm Manufacturer, T- Model Number: _1 Capacities: AL_inches or31kHJ Gallons Switch Type: .....1 + B a inches or_+ys_z Wllons P&LaR Pump nianufac ar,Pja,y�� + C $ inches or m.w Gallons Model Number �4A + to _inches or 0.9.w ball ins Minimum Discharge e 2 Total....- q_inches or ms ]s 6atl onz vertical Difference. Between Pump off and Distribution Pipe* eat wka Rib Minimum Required Supply Pressure:,..4•.. k ............... eet � Feet of Farce Main x 63 Friction Factor/loD Feet: + 0.4 pet ;_Inch Diameter Force Mein Total Dynamic Head;...-jjj Feet pmjas: STANSBURY h Me of 10 1-1�f� modooffirdal EFFLUENT All DIANATERING WSa L �p and, In and, In AS is 15 in Ad as Ad #�MP shcol Ann did Q, Is wave 10 ibar �ii= al coned; an 10 An CONSULT FACTORY FOR SPECIAL APPLICATIONS EIxMUI YWnant for dal cydr ere mYedx and cadarl AMA IrvaPFl sleast aMmFes ere arelMMeMwntlollllp.InYFo SUPPb wlm an dam no wM mms am ands n . Ywn.nbl allmufus. lv eupha eyaWna, en.aeYada P ��mat �tsos wMpwXlv�f da.m emM .RdP A FM19 al FMOPCB by aW�6a r W221" r Add And ded Code Dal a SELECTION GUIDE buw+ronoro.au m..WamAn rovaierreimmmirpWM. a. wwrnuu ux soh dA>sara wnvdo ww mm Min a Nude 9 Epxll Any d"c emaea nN^. wrm All a sea. Emma In boyar moor or duties Cooed maa d FNwm a. ano rerP �,w,barrem PMA�`"^"'aw s..oa.er.rvoar sreiavlm sroYawo �eW,mae, as rest., m All InnYYunn W mnlmle, gorerlon a.rlan Safe Safety cod n, dea w by.. by eu.Meno. p 4nb¢mp,nausempEC) AnddM1wmSamuoxea includInt the assay HNu ee IOXXnI on Elenrea6engxeq m me o¢upwonal ��'. 'Easy esssmhK MON.r�m i OPTIONAL PUMP STAND PN 1 bII13 P.avre Pul>++bp ewM� gµpamYvdds wtrhPb9 �de.dn amm�ae%s ePnmrdmWadua wenen ee dnh b me bbX. M aeeEa sudsy d 1%' a i'PVC WN uYdm.wrW m wmP nvnmmmem sump, eaFadlXN am mmd mPlvaeom XaIE WY.unhdYM1mM1dnl. RESERVE POWERED DESIGN Few Wuaualy am ons a man" mlen� manglreereE Into iM swan of every 20 PIAW PUMP !O. � Id next — A' u T-A-s•, 11 IF A' c -A-S:k IW It m � V � fILIER CR N t I RAJTLE WI WLP1000/600—MR TANK SF ECIFlCAnONS MINSUDII lw Y BOTIOM: Y cQ.m Y HUGHT.. 1• W MEfASt CIXItl21E fegR MW IpMllh. IwOO. 6o. 0 NAT 11. 0.0. alLAW NIIFT sY 0.0 uow u.w m' MF1pT: Ieoro LBS Nln AxA w-A- r CAT-A-3µ B ql TMAL M 4R0W GTT-A-YK BWL C' EWk NI£T NIA A-M. ISVRE AND M1FA: (0 MN. SEE ORAL 0 ro11ER STA1F5 9FE CN R(n( ualA cMAam Ia." GALAN pump) ) LMgHA CESIM, B- 0• ANUWRPTEA SQL TOP NEW TANK CIN RE 'Jff a SVTL/3EP71C. E43IIC/mAI1, w Svsmp(a v� 4• YEHT TAI'm MRKLE:iW /10 (flR wm fHFR) OMMIQED TIM% FOR OlTIOU TANKS tl ACT AEMR7 QMB. IE JIIII- JII I 1 f _ 4 AFRON ...—........_....._.................... ...... .. .....—.........,ruxr ren DRAWINGS mnWAN. DrvSUBMITTI FOR APPROVAL 90E1'IEIY Filters PL-525 EFFLUENT RLTER (commERc1ALl Polvlck, lr is W wa to add in new mmmeroal filter to as ewuing few of buellty effluent fifteen TM Pb525 is rated for over 10.000 GPO (gallons per day) making it me of Me largest commercial filers in Its Class . It has 525linear fast of I/w rpuron slots Like the Polylok PL122, he new Polylok PLr125 has n amorphous, shut off Call Ivelbd with every fihar When the filter is removed fix cleaning, the ball well float up and temporarily slut off the system se try effluent won't leave dw took Me appear Baer sou 1M ese4et ue make ter Mum! ^ PL-525 Maintenance: TM Pk525 Present Letter should porous affica nHy for several years under normal sensations bebrr resulting cleaning Itrsrropm- managed that the that be cleaned every Crime Me bank is pumped or at least[ vervthree years tithe Installed finer operate an optional seem, the owner will he notlfietl by an alum when the filer needs doIcmg. Seang should be mi e W a sustained eegretank Wolper Of lrlsballer 1 Locate the butler of dw septic pink. 2 Reprove pink weer and pump tank if secretary. 3 00 not use Plumbing when aims removed 4 Pull PL525 out of the housing. & Hose off M1aer over the septic tank. Make sure all solids fall bark Imo septictank ^ 6 Insert the fitter partridge bad into the hwaing making sure the filer is popariv aligned bed Completely asserted 2 Replace septic bank ever P"�a..s�Anse+`rzY Alarm a-K �A mWtilily yanew bnadle real basues r vrc Marten tleu n�pd b ern More 6PD 0.mpLLfa C sae as All ® t kNomaer NutM WA wean few us Isew x,.amaes ur.mea,4 aril rw PL-525 Installation - Ideal for residential and wm- memlel wens flows up to 10,000 Gallons Per Day (GPO). 1 Locate the outlet of the aspire tank. 2 Remove the tank cover and Pump tank if nacrenery 3 Glue the Misr housing to the 4•or FbuflM pigs If the fitter is not ssmered under the arscashe opening use a Polylok Extend! @ Left or press of pips to comer the, 4 invert the PLZ26 filter into rts hbuamg. 5 Replace Me septic tank cover ,wx, 9FI, AT-ORADE SYSTEM MAINTENANCE AND OPERATION SPECIFICATIONS Service provider's name: J Is Hydro Plumbing. 1.1 C Phone: 715/419-1349 POWTSregubdoesmmne SI Croix County Zoning Department Phone 715/186-4680 Design Bow -peak 450gpd Maximum inBuent particles sire 1/Sin Estimated flow - average 300flid Maximum BOD5 M2 9(L Septic tick capacity 1000gat Maximum TSS 150mg/L Soil absorption component six 1125N.& Maximum FOG 30ri Type of wastewater Domestic Service Fcequeacy Septic and Pump Took. ..... .... inspect ardor service once every 3 years Effluent filter. .._.... ... ....mspsct and clean at liner once every 3 years Pump and Controls..__ .. _....... _...._. .... .....test once every 3 years Alarm .-- ....... .... ... .. ... ... .... ..shouldrestmonwy Pressure system ..... tic s should be Bushed and pmv tested every 1.5 years M-Grade ... ...... ..... . tiispcct for pending and seepage once every 3 years Other... . initially filter should be checked yearly to demmtine clearing schdube Miscellaneous Construction and Materials Standards I observamn pipes are slotted and materials cotd'orre to Table DSPS 384 30-1, have a watertight cap, and are secured in as shown in the at -grade component orange. 2 dispersal tell aggregate conforms to DSPS 384 30(6)(1), Wis. Adm. Code 3. all gravity and pressure piping marinate comforter to the requirsmrnt or DSPS 384, Wis. Adm, Code 4. tillage ofdx basal area is accomplished with a chisel plow 5. At -Grade structure and other disturbed area tell be seeded and mulched W prevent sod amount and help reduce frost penetration 6. Areaswithin l5❑ol(lie down slope me wed l be proter led from tempictmn 7. ell other countermen details are as per the at -grade component marvel SBD-10854(N.03/07) Lateral Turn -UP Detail Finish grad e O 6-R'Jut r Le box threaded eleati Plus or f ball valve drsmb 1 Imeml Ions W or two 45 decree bend some drum tier as lateral project STANSBURY pagegofl0 AT -GRADE SYSTEM MANAGEMENT PLAN Porsoant to DSPS 383.54,Wis. Adm. Code Geaenl Bas out shall be changed in accordance with Del 382 3841 Wis. Aem Coal ""all makers in acordance who ru compowent manuals mall lend or ruled wersumng tomin sysem maun¢ and ma celegal No ore should enter a seem otpump lank Nngerws gas¢ are present Jul could muse deal Septic and Wrap IW Amendment Dull h, in,rcwaarcc wM DISK 383 33, Wks Adm CNe when the harks on, red longer in use Septic or pump lank Morale nsas, aceess nsm and severs should he sspxea fix wmv bidders and soumlo¢a Miami iadi fia used raxrvra uWusast be replaced snlWwahsti opnn Necnmpam,ad emee hall pwcg *md unwme locking dwitor sun In m farlure court be nplacal FxWstry go as ank or co • orient z rn dwMer sM1all M ttcmedbyen elycuve lockrngdevice b praenl accdenhl or unautbnnme entry mb a tank or component Septs Tank The uW KI13, W l Adm CoieM by mxisW g condition pumps m, Mass] ucJc zcgic rail b, mle he st at to a in orgeaccordance w wake ,Wu. Adm Cale. IMu :YmBcmdmon ofNe aepc lank utl nuclei frier zM1allhmsesssd at leas) owe every 3 revs er inapwam. The man aM sban be ckaoN az the essen o may croon tKmem The removed its cam ear M remover unless gUse M dert malt ll slam zslraa m me rmnk saw mar at v lume leer when removal dom ial nnnm,. lM ttplic bulk an.n have its nrdene removed when the volume of sludge one atom is µe malk exceeds IrJ the aging vowmeae owner lnthe next scr,we needs be annual time of than innmaximu scorn and shapeeperswtion in da minm µe Doris when the next scrvrw needs b be performed b mauhu less µon maximum uum and slutlge xcumulnrron in the uM. The eddrbon ofbrnlogiul mchemrpl adtlarm in enhance septic lank perlcnnarce is normally run rtquimL PuspTvk TM came, (moving) lank shall he' WnvW at lean nave every 3 yds. All switched, Amns an! pumps sNWd be W6zi b truly peaperopermrm. Ifm eRluml fiM1u rs instilled wnM1in Ne uN n shall he rnspsud arq svnml u rceeswy Atgratle dial prmure Diumboµos System No men or hmb, should be planed uo the m-grime Plmlmg may Fla mask mend the az-gWel work d. At-grese shall 6e ssedea and mulched ad; necessary to prevent ,s.vnn andm pmrde same pblenpn Gom fion penepation Traft(dher µan mowing) on the at -grade is not recommended s.ncv zrm connection may blM, pm%mel crust, system Sao, contraction in Me w her will trmnm fionpenetneon. Cole wevher rnsku,tima [[htFeb)arctete aW tlw tl.grtle hesmithy mukM1Mu pmtanon ham lrmarng. Inauent 9uantY redo the aopjWe sysem eery rut evud zYzmm sow W bd lvumnspennruW (u µla mmlWun. The pressed dnbrbuuon system upnvrdM wMalluNmg pounuµe eM ofmclrl&ml. Whenaprmsure hIIu perrarmN n anaam be umlwrol b µe morel rut wione m wed rnnellW b aekmtme lazu N ase srrhmellirbceeneM1mxmkMmgrwrs reegnrrcd Wto nmamemmial distribution withinrsadcellmem p"s wsthin µthprsxns Ponma8shall hereporkalWµeawmr and my levels wan impending Fyµaulw more eqinngnaaiunoil. room f"ut mon¢ming Ca hna y We If the ww" lank m my of iu components baume defame the task or comparison ilW I he re¢irN or phi an keep the symen in popr yvaan8 mtlrnw, if the dosing wk, wrap. p^np knl mum u reduced] wring taome hreenveµe Meepre ecngmial I be imm Wely repvred m molxea with a mammonism of the dame or NMI performance If flues at made compmmt go Is b acmpl whati4, begins b mandate wastewater b the ground Mother, it wed W remretlarreplaced By incmuingbwl nrearfbe leakage occas vary manservant the biolowmally cWggea aheoryaon lad disposalmdtl installingnewptpugendreplanngoµwcomWnmevammWnecmnrytobnngµesyteminnproper npetumg CarJnion She, Make 3 of this plan lathe narme antl telegam ne number of War dual pro WTS mtl urvin pmriaer pail STANSBURY page9oflo SITE PLAN NE,NW,12,30,15W Glenwood wss x ip Sc Croix county LEGEND ' % pttsY el aBons IB 144�' cop of spade o nageLd steel po,t 2BM'I000'wp of sst e po of Begged steel —contow t � meets DSPS 383 setbacks .414 .,2v.µ� setbaaCV Scale I" except PCO'S wlKro wall M p�vTlg � .,j s�K—A d.w.-Cxat.ly) p ofaaA.c o, y u.: Srslam welt 10 rt l System lateral l 00.5' 4�.4 iL ez at" ST tl� Project. STMSBURY Me 100flo o-�damq.iaa�mur SOIL E ALUATION REPORT aMgp9• [� t� ••� �... � All R:!R,F. � S•T•�wf� Y1' I'!T^T1 PM mmvm�mmrm ®mm �-����© __ii�_i�i•i_i_i_i_i_I i!'RLRT�[�1�171�1i ib i iii•�ili'�iiiii MI ® R �a�ea=mo; a.�mV.eiss>a eraiya •ae+rz.Rm ,<a.N.nns.a.rt Tk Oery ors.r4y, mm Rormion.l emrim is en eyW upporWnur:ervim pmriLvurd employer Irrou ner ,s ieun<e w moss mnm or need mmmol in an aM1vnea rmm4 mMmsI me E4 1rnmI on M6E661151 or=tluouyM1 Rely. .:. Ki �c�nrts��e�a�r�a©r.�rs� air n�c r ©mum mm� mmm mm��� smmmmmm 'Ffseil.BOD �>R<Anpl�tll�aR <f5pngl 'F9veR�&A �S]OrN•etlT�<yrgL Thc flee. of5efe�y ontl Pmfruianl5uvi¢a4 en eyval opporWnily ¢rvirz pw�itivantl enyloyn. Ifyou noJ eulwn¢ �a eun.>e.m wnaawe. ..�.�.i�e�ever ,u�muvutle tl�penwwuRsuslisiam�mnW P.tby. ` SOIL EVALUATION SITE PLAN page 3 of 3 Dan S Julie Stansbury NEY,NW'/.St27'30N/I115W /" � Glenwood township St CAu oomtY p CSTM2245g0 I L LFGD:NtI b ti lop of ipede S Py..s ^. Ji 11 ,�ri^•- ay.. p �.z E—buck hoe pftr •-evations - walo�a� y otow No SPS 383 set back problems Scale 1"A0' Pen of40A.C. s� I 94. Fa96Y kcy r W.Q CDIIMV SEPISCTAlIXMAEPfENANCEADRHHnffilE i AN Dwnrasxn Crxl nmv DmIV/9NC bai,;a/ a:.ir~I�e Sitinsbui� /I�� IAtilurg AEJw l! 8I �d. ,4 /�p d x-(/a�a,aua�""-6 Prtgv1y A61rm 3— Z43 /'�ir"%.e C=,Irnwrod CJ.i ��og N.R.Iw TW.m PsrylII4{4pmv Mm.Ybl CnySive iQMW h.el ltlmufir�mNmlb. IKAL➢i9�II4f1 /� NW,^Y l.wm(11• %. WI%.S IA T3ON0. TW.Tw a IX 4"p Os✓ CvaM e.r.ply Va1ne�P.p. mo VvY 11zl,P fi �oG .s.JeY4b.YW VT WPM.^ u.J[vtr M�ib Ytr.rp,w�..msq%trtrtr4sln� oar .vmeIm..gN1.IM. vl�ullr . o.�. iv R 68 [s0 WIPeYd rte PTOa���w V✓�.20v�<F..�!%W Rnar..sNaYbc4Yh Oe r q.s Nl•.v.Ns>—Y.a...mlmf Ii.....Ymliq..vyyrlNbs! ....�. wal ...tr........w O.I...w m m �-.. r.s.. rcv.a «.w.... Im..ln r.Y.q v..rtrtr:r... +a..r—m-. trM�.q.Prns b Mbs..eak trM®.Y4ig nr P.le�lY d�Ir4.w.�wNm.lYeaa mwO�uu� .tMRtrb�Y,s�Asw.vMbtMNvb.bnY.a Lam. sYeba+l.lYb ..IwY4✓.OTa N..bnfb4�i 51GNATIME M(5) DATE �•nq mmtr w. Y.m.+l+n wx n.tr trM P.II Yln vigil nv e. vua a un'v owem. ••• .Y.vb�l,MbvrWym. csPynY n.mxcNbxcuaoACN.vgdu.aNndvvn.P II 2p[.IMMr.'IwM1M_bKnv1e_nnakl8_nm l&n INW%8 ulFlyk rl=AmUogdd_ l Parcel M: 01610 70-001 ValN as 00511920201136m Alt . Parcel i:12 W 15 193A 01 TOWN OF GLENWOOD ST CROIX CCIINTV, WISCONSIN Omer aM Mal AWrw: COOwyrlel: OANIEL R a JULIE A STANSBURY 1991CTYRO% PM1Facet Pmpeey GLENWOOD CITY WI Sent 3 Aeera veal: Inlormalien Nm Avallade DbWcb. Wpk, PerpI History Aewaiabe D.saJpBa1 Jtaw:a oog SEC 127WN 815W NE NW E%C CSM AeSb she mNsxawwlmnOLl ame'" • WMNOTAVAIll I 12.30N-15W NE NW 2020 Valuation" Values Lass Changee on 031052020 Im� east WAGRICULTURAL _ 39 4M 0� 3,b002 SUNDE GVELOPED _ 2000 Wye Twb tv Am Geri RMoM 35 aH UyY O�.W � 3M _ wooelae 0000 000 aogr 0.00 420 Taxes; Tar0"w M yel been ubllalM Nay Pmnary US] VELY DESIGNED FOR SfANSBURY �: va i b y� ai. yL'_ dA ION tr4tford Homes I All A � � o;. ` .. , o iT 4 _ M � M,� o 0 I, El —2w LEI [D ,s oo. ®raMoN Hom — �... }_ A3W T141 OT�a,�.,b ' �«[Z- ° JIM attfu ortord Hamel _ _ — -- — =� _ =••q+ Ga JUL 05 2019 p A i Il Knotu SOIL EVALUAI)ON REPORT C.ST2mt4-13sq �c. w v m"�aw��reul ar.a� � o.,mwu wmm.�.w:,�mn�mw, a^ai®ao[.m aw.MY Plana Pint ell inlb m tlon. sumvvw�ww•Irnwpv+..lm lO W4 com P.mia M W� iP PmPYb� 7s•. F s6w Ro[wly Lvfm aww NE u[NWIY312 i o NL 1 XI AaYna.r. seas K wu mm4 amrrmwcma Ch�URJOo Rio 1��5)"I81-3o41 rlm 170~ Iive IuracwYwui[a um RmaamYlnmmYne.eaa��c[aaam.[a mp�em.YY mso oro PgYmnwl ❑Pwkw[[wnn Ll-WwOe PUMnYYlI �OC SSP� pye elnyiwix[µemp[ —Y � o M ae cxmnmm.Y.. J3 a wpmm Ye[r �� n am wY xwhui OpN MnY®YlAw �wi R.em CeY�kkm iWm &nWna m m JYeiv n RwmGmIR ? 1 f F m 5-50 9 YR• u� a YOn'°u iAt 1041 e. wMuku>ewm k so Rue rmmi asm a m[n.ww[. raw R�oaoemken a.�cwm uw man nm .were Ra InIg 3/2 ro R V co w 10 % Q 6 .5/ G C,f �. It F, F b •a.+n=am ,3o.m .miss,eo .Im •a®un.aoo <m .aia .vnp CHr NnYF>v Pime ^.$a[e 45TNnb_ � .+6�Y -- CMYtn Cvaba i Nnb N G Y ml kJL M 14" all 95 b64 -H164 �(�'�11 � SOIL EVALUATION SITE PLAN Dan & IW��9G}y�� page 3 of 3 NE'L,NW9.S12n0��W33' 5W /70� Aa > Glenwood mwnship ; St. Cm4 comity ,k f CSTM2245g0 I L LEGEND b / IBM. 100o'topofspade of nagged steel po>l ----_ 2EM 1000'topofspade KJ of flagged steel post k" a hk.i" %—back hoe pits • - grade elevations rcb y - contra M No SPS 393 set back problems Scale 1"-40' L/ L / Part af40AC. i�'a ' U YaMa , t