Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
018-2007-13-000
PWVATE SEWAGE SYSTEM St Croix INSPECTION REPORT 80]001 GENERALINFORIWiTION (ATTACH TO PERMI1 vr.mxo V ale" mn 031900268-C cm �w�� > C=Ml he anE Enn Knowles P TOWNxOF HAMMOND 018-200]-13-000 W hoe —L os 2911952 TANK INFORMATION E ATK WTA 7C' W"PAV Wti �==Mm ©EMklm� �mmEfl.7 SOHL ABSORPTION SYSTEM wm y, 1�5' »e 1 � � rmOi y ur W 0e ., I Hrr I xW ..... , t Vw o N� ! NW Ws ,1 W 1 k SOIL COVER 1 51 ..." o N � 1= xo COMMENTS pnnucewenuue[enaee Ponom vreeml elp eceedn xi (LY_11D a x 8'�1 wuaee n52167HST C 1 D U B o �I.I�.M wamRivn. S7' fF� woYY1 useJ ol. ,Par .lex 45 2 , p,o3ns b° Y S, 0010� I — I LctI R E•���I : ii PCW—in%-0 (a INS 0s.xrz�n.,on. w, n.m MAR 21 Wemg^,,,Fu ax >i8 637077+ssmevy-wnnl- wfelm/s�uumq G1 San'PC I plcwo�n For 317 !v. azC& co.. N." or.. o.nm-mH�ii._ .� LA —� i6 neeem ❑.,m,��o��.x..v�x. o�.,mem� !r i S9 3934Ui L, PROJECT China Promise Sys¢o PLOT PLAN DRESS My WRdwDsj CIMW Posen, WI SDIES NN 1 a SE 1/4S 13 IT 29 way 17 W Coal HamnME COMTY ST CIXxx SYSTEM ELEVATION 1050'25.aaM IN 120119 DATE REDROON 3 CONVENTIONAL— AT4RAOE COMb\TIOYAL LET HOLDING TANK MOUND X' SEPTIC TANK SIZE Iwo gallons LOT TANK SIZE DOSE TANK SEES 630 bOIDpC TANK SIZE LOAD RATE 1 0 AI SORPIT01 Al 1 652 Y of <SwM" none kk RENCbMARK V.R.P."FVMnpga 1) ASyIIME ELEVATION Iq' ^MA PlIfer bUsirc Flux ❑BOREHOLE DST1y •R R.P. Rea as essamare PIOPerry Line 103 5' n/ 1025'�O B-2 'IV Pro ❑ Drverelon Dime Bedroom HwaB AA 101 s' u� Prolgnr Line Scale = 1/4" = 10' 8-3 NInu" CcnEa T84 3% Elope 0 B1 WEB R W see all WDNP wanosa }aM 7'S b,owna� hires 15 oelow system R to mman unmmumed Property Line BM• 185' 0 CC' Bo' __ YLICQpp March 25,2019 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES 2021 0325 Plan Rmkw p WTmO31900258 C SHAUN R BIRD /4321Sid, sit As, RVariond W 154010 SITE: Chris Knowles 7011 Sums Town of Hammond Saint Croix County Total Amount: $250 00 FOR. Ooctlnnun 450 OPD (3 Eskimos, - hat, (Ommmunl Ma:mnaaa Required DIVISION OF INDURSTRY SESSICES unitholl h:mINK, _naro co; L, 21.s,,„d 1:+t- Mound Component Mound -on, 2 0. SBO10691-P IN 01/01, R 1 WS) Pressure Edsma au Crmponmt Manoel-Vn 20, SDISI%06PM01/01,R W12) The v'that desIsiborl abort has been as leased Or mn6rmance w ,in upphmhle Wnwnem Adm:nwimuve Codes ,ad W mm.am giants, The St miMl has bean CONDITIONALLY APPROVED. This system is be curdand ideas11 acneNw wit h So ... lcad eppmnsd plan, and ,in any maxi mannalfq re¢arcottd above The owner 0 dmnmm obapat 1010 LIPS, Wliwnam marga is respos.. L, for wmami our all road, mmm mwv No Seim may arilyro n or at plumhmgm the amemdass lLUMI to dour by the Department pars 14506, st The mllm mg...moms shall bemet dmmg wnrrtscomi mmaullmwn and prior to occupancy or we Popov, all conditions that atom the burned Sal Saturation Debrmmaoon Polo dispersal vrca prior and during wnarratlon to n,old dOmbasa, wmparonron and use oftbe site • Withn enIrim to,driersTopump :n the Lase tank Land the task, we pumped on,, to hormi opreati • Possession gmeraWd" Satoemry Oginng of equipment and nas an&,, left roan wn9msdutn random, Aali not be dLs,h,TJmm the di dis,mt to the bonds ,,,is omonter treatment system (POWTS) Wane geneacd shall h truantry disposed 01 onslkoroR site • Any ball groves•Iervu and shrubs%hall he it short and mnm,ed trot to ridding the surfine for Mundi ma to luwmt matting and, the dupmul urea All domem arom1111, be removed form mound area • Oiled surface water from POWTS Aw. • Prior to construction of the Jnpernl area• cheek rite monmre content of the doll So a depth of ma'M1es Smwmg and comprising of wet Sall Saul result in radical the mfinnum capamp of fit, Sail Pope, and an be dakrmrli by tolling awtl sample between the bands Ifitr0111 Into a 114. inch ware, the Si can prepre if n ambles, Site prcpent on, proceed If due site is too Saul to prepare, do at proceed until a di • All piping di ..onfarm m 4PS Table 39430.3 and SPS Table and 30.5 • Inrmna building law,, bgaM 30 fast bar spb 38230 (11 act • wal utbeM to meet his xR a 11 &Slz • Tang Installation to ronaw el manufacture s recommendations • SPS38S5J(the) The maregemun plan far a POWTS r i pre u0mlly addri the urvleng mechanics of an rrobnc or IIII treatment back or a M1Oldmg back Vat ctha Dl Oe fdlawmg conditions exist 1 1he happen of the tank is located more than 15 feet half" the alevmmn where the sections pad as lore fun 3 Two bottom of thctook,, lowatl mufefM1an 150 fat himsimply room ancfc lbc ssmemg pad as located • Verily properly line) prior to Installation • Pump Plmtl to be per sad v,HfM per apparent plan Any changes may result in pump resmng to meet TDN and GPM SpeoSentions, areas that are Whited c uh rvd hvunweu Intl houlJuc ntluc rluipil III 11 .11 pI1Lnr Pmlxe IL tr, i ra k 111 mound m ma br iwf all ontl lsIII ti ter a 11 undo nu men rhea .00 al If, kS11r mndmonsere mwunlLrb mall" In' "pleas m6lt i. Owner Responsibilities • The current awnoC and Sake subsequenl ownq shell reserve a eopa pill leper lneludeb neutrons"" falling m pmperussand mamtenanceoflhe system Owners shall receive poppy offbe appmpnnfe operation and Manor land' orawnet 4 mermnl for the POWTS dcron bid in meapproval SPS3"St • In the event his and absorption system of dry of its component pars malNnciow so as to create a health hazmd the pmpenf awnv mug fo llow lM1a wnpnl+^i'Y Plan ettlem bed an approved plane A copy Off, approved plw; ayafdvabona and this k@shall be on site dwing San tmemn end per to mgacawn by aWfI mprO muv'es of the 0aldnmem, whet mat mdotiv loved mapcmors All Permits cup macal by for into or to total mumcymbp sM1ell be obtvnW pwr to wmrnen orri of constructioninsdllatonespernian In goal this approval the Dlvasmn of lndusiry Sttvbces receives the right W regmre chmgr or pill should condmom apse making them necessary for dead compliance As bar sore seta 101, 13(2), nothing to this allow shill inhare the deagoa of the mapoon Mhty W shal g carter buildup structure or mmppaper Inqulria Govemmg this correspondence may be made to me at the telephone number listed bdoq or W the Ddtlress an the letterhead Tbc abwo left redo .shillpros'¢ acopv DI this lcburnml OC POWTS mpnsigua m plan to the owner and ap Others xhon rtapunsible lot the assistant' op an ion or mvmtencal of the POW IS Smccrtly, 9%vc✓r ivvJ Tat Vantla Leda Private Seoul Plan Reviewer Division of Induced Services (nOMpi, moo. Fr,, 6'00 rim .3 30 p in Cover Page Shaun Bid Bid Plumbing Inc - °' 1432 120th St New Richmond Wi 54017 715-246-4516 . Date: 3/20/19 OwrterChns Knowles Location. NW1/4 SE1/4 S13 T29N,R17W Lot 13 Farm View Ridge Hammond Manuals Used Mound Component Manual Version 20IN 01/01,R 10(12) Pressure Distribution Manual Version 2 0 (N.01/01 R 10/12) Pages 1 Cover Page 2. Mountl Plot Plan 3 Mound Cross Section 4 Pipe Cress Sectioni Layout 5, Pump Chamber Cross Section 6 Pump Curve 7. FIIt0l Specifications and cross section 8 9. Maintains and contingency plan Attachments. soil test Shaun Bird Signature License nu /10226900 Page 1 of 9 eao3Ecr CBnS Knowiea System PLOT PLAN DRESS 327 Wllbwond Clude Roberts W Set MN 1/a SE 1/4S 13 IT 29 HER 17 w JOHN Hammmd COUNTY 3T Ci SYSTEM ELEVATION 105.0' 25' sand ild 3120/19 GATE BEDROOM 3 CONVENTIONAL— AT -GRADE DATE LIFT HOLDING TANK MOUND YEA SEPTIC TAKE SIZE. 1000 Sales LDT TANK SIZE DOSE TANK SIM 630 HOLDING TANK SIZE LOAD DATE 1 0 ABSORPTION AREA 452 p of chambers none BENCHMARK V.0.P. Top of from pipe ASSUME ELEVATION 100' FlImir LREDDK FII@I' ❑BODEHOLE D WELL 'H.RP, Sa aS�IlplmeH Prepay Line 1025' B-2 Pro ❑ Diversion DIED Badroom ihm 101 5' Propary Line Scale = 1/4" = 10' B-3 Asia! Can 3% Slope ❑ 9-1 Well I5 to meat all WDNR Setbaok5 M w wwn mad Nree 15below system Is to remain undisturbed, / PropaM Line BM• N 36' 0 60, 00' I I I Mound System Cross Section and Plan View W A l i f i 4tfa v9 �,�,}fill h �-Z I K 9 ------ Dissociation Feet A 7Y b� } 3. 0. a D E F G i! I I Kj, L W Sloe Cap - p a -�STMC-33 s d fill =claaiggregate O =4 m. sch 40 pw S 10 2 Y m die obaervenonpipe Germicide Fabric 10 2._�TFt Contour Slope Direction Off GENEItAI, INSTALLATION: The mound area is staked out along the design commr sandng vegeraoon is mowed and raked off die site The mound basal area (L x W) is plowed with a moldboard or chisel plow Plowing may not proceed if the and is wet enough at the plow depth as farm a K inch sod core when a sample is rolled between the palms of the hands ASTM C-33 quality sand is placed immediately after plowing Sand ' plw.ed with a hacked mnchinekwpmg 12 or more mche of sand wda the tracks of is placed overhead by a backhoe Spend care must be used when placing sand of less tlua one foot Tmkmss to mlmmru compecuon of the plowetl surGce After the topsoil cap Is placed, lire entire moats is added and munched t0 mote vegetative groom,, hint erosion and protect do®r freezing The obset non pro Pipes stated or Iowa 6inches and severed in place wth rear or closer tlenge I W07I& Page _of_ Pressure Lateral Layout One Lateral — End Manifold g— Threaded Force Main Ldterel T�m tq —� cicanoat i y—x no 1 1 1-04 ma 90 Hend 5 O f l h c,Ael a Bhrrlbution NeMnrkS eelBeetiom Peeseure 5yxtem Comtruetloo Lareml Diameter Urif Diameter1 TZ —In 1n Iaremis art rwsnunad of tichrgWe 40 PVC x Orifiu LCS P�Pe. On feces arc dolled puryendmulm m L Lueml I N In. the Papa wnb a sharp doll bit vd fu;e down, Fmee Main D Ft' Le�W min -ups temmmm wiry a tM1rertlN Fume Main Lents en 1 In pr elemom plug aml v< encloud w a Mg mcM1 dimoemr lawn sprinkle y0/ valve box naxvible from finished gndc i \ow •000• Urine •0000a O go 0000• 6g It Laun Sprinklar VWw Box 0303 IM Page of 1!7[�17J. S•C� Gr...nnnrn^�Iyf�li., _ �vrssvrts.� �r�- nr �rL� �If_ .1�1• �/!llJtt!IY.IAJ r�caar��t� �rMCI was I Uuln Furor fwm e.me A y : Wwp H Hola OREIerWm C BOtwm p Elevation GESYEvst. MnALL MM 1b wpWc uok or badtld W bvh fiuM or xoodew with to mwufiwo sputlwl eppmval apotOcaums. Maxlmmo dope: ofbwy as Rwll M Me nimufeemrer my uut b exmded wham poor oppvcwd. Mmhole coven expawd or grade Nw an oRmtive wcking dwlce (PWI k) maWWaC Pon at a inlet em Ower is aapwro mmarlal, comamed w to t wit want ght ttiap. aM laid m orate w pnvmt wOWrg or w®n6 T troa roam is Hawed wit a Sch. 40 PVC m btldgo to took exeawdme the slawuwelad wmmtigk Elwmiml wr cmpliw wit NEC 3a0 wtl Cam: 16.Y 005u Pug--of— 280=SERIES 1/2 hp Submersible Effluent/Sump pumps i lm"1 51lfff2f Plmddee a cOBI OX Jm-md- wm"W Wmpin on-afm omme wxlm anlem., lqua wade penelsr end oommomml hm,v Auy Wmp Wmp wdlomfgm mm moulm nlOner Head or mom nnw tfo l emuMl moAde unleuef m1momtlyce.dng, seneewlll pone. V%"ee0l nXewe Poddmanw All Models Feature: 'VWuaMelmpeller W OnOWeaaBe or sdlde UP to X. • ala eleinlo5e smel mlo, l,oX epp+ •Emo al eled uPM,vd I>wv WYpeyllg •rw wcoal Xnlen •alreneren�corms0nr msmnt.minim. ffC .1x•mena� •swnle.,a mno�n.Kun-®uty remade, w •Mm ammmn alom IwF, +eoM3��S:'�7W= le X,- lot w l auew,e canon_ mmr can_°'o �tim9 W= WA w r»Ilwrl.,oll.ymeMb',d1om,r p Motor 9peclaoaaope '4np WO OBWP%A oumlm,tmn mobclee M)Pamanmdswdcap , 8-odllm llwl n,0a M� Peltonaance Curve: o 114 sei M mmiUweV mlml, U/mBIK%O/18IOBG: Yse1p0[Fp lEe. wand ts. MMer KMulnO'frlgdM a>f Minimum Sump Diemetene MOmWM, 2", 1e' M0deJ a7 WF. 10' Fu ewnG MOMI'b1� W M an TlmlanlMl VMF Tum e11YW i. 83• e.0- rHMvuvxey.eMy�py` eswpOwr Calvet al�w•�0paeu4i�M W ^eieleew,umawi eWele% ^.�w9o-+n wsalnonnwarena Ir Made1380 1%Notial"1 widm"w!l Model ]qJ M04101]e) swXsn OrotsWtch VMaldeeewnXclen lmtM1 with quk wme w I ai wag - rent Xneew , WM-1A0111 anwlerPlm- MW wll0pwam In e10'db etm sump i11 00�A 0s certified l CI Y�ne°•1000 40m 1 W, Afmmw• MwY ,," ,. r wlpn. aw.eaa-]eW iL (ldIY41Bn .dOs,No,mxeOm mmaneunve+sl...mr uNbmrwfurtrvq xvir t G x A I 0c, I PON?S OWNER'S MANUAL & MANAGEMENT PLAN 1" 5mmaameb, ouraeeww^�yi�ewaw,w upswsT n enlce EvanlSsrvlce Frequency nd Unklsl Nbalwm OmmNs s) (Nulmam a yn.) n¢ol unpsl WTm oneal mast _ abam OmwgNe ¢I IMwnwm)vn.l le, _ MIM alwYv..a awryprmpmtb^NS abort uYaslwoavny oUNA lts pmssxe cent aleaatwvanyy o sl OM M bast or sandy, OmwOn Opeael NA ubaslwo a.Ny omwlma OwerlR xA MAag1ElIAXCF INSTRVCTIONS t Yged4bOf Wka anal dispebal mlk shall by made by an IMµ]u l can)1,q one Of Me rdbmg mmw¢es w Nr6 ' Ma56v PYamR, Masts PWmMr 0.asErlM fee r, PowFS t han,,f POW) E Mgagaree, Sepppe Seek'ag Operator Tan "'Persuade must (For al lnscodur or We yawn) to oeeney any muting Or WrI Meehan, kef ads Off or trade, measure velum mmdned along, and vM for any tvh up pOdANWeMua 9a omundwrface meisporsni meal swat In lsuan; ,ymanbto uck tie level geAei GWW,s my dude h µttM eon any �dirooroi, We Immodest, mbour me owes Fred WPmmnnm Yea VWWl wrkm indim l 4ngcoupon d doom In We y Added odAubn of go,owesWe brook WTM gasdominated of oak 5W atm of sludge and stem In anyynk Added p on more of Na yak wlmre, the 113n¢n@n1a Aale lank rm For mmovM Oy a Sepypo Smmtly Ogorzlor and disposed of an amvdanm v+llr tlr N0. na. w�nab ndm�n�nmlmd ceea TWO wv'org of eMue.I fillers men y I� or pansu4M POWTS mmlgnme, w WWaNmonl components, and any Ws malnlenante a, W WdN asXMIS of 12 mode¢u' bss µan or, ryrlormM by a mNfiM POWTS delnlelnor A War reryd shall M pmmdM to the Iosl f yulebry Walkerwlthn lg days of rdn Andon of any nature went START UP AM) OP ENATION µemksl¢ paµ( maw OF m ux Of Ne PoWTS crie4laeMenl took(s) non mo pmamw of palntmp poduds or dear chop thae eewnnle�nde one southerrammed Prewar anchor damage We derma ah(s) tow" wnlreaona ere southern lank(¢) ra sad ty 9 aopYga a orbird o 57AK Up M100 AnON yrne For row com!rvAm. Poor to uSe Map OTS theirs a� i eBElni i@Iph VLmmnI 0nNa e e d �^'e Inv w b of rho aMin° ld eealnml pmmi rempnnrm uu. Immwµ rv.r Ip a SV� sy=Iem Mnr outu nnlo¢.n whealma'PoIS loxh. m•no enmmexrt,Mllve"'On ltU Ew e.vM vsb MxN n powmvuleapp pump al melareMYe nurmal!IIBImdoPraves "'OnNIPIs re peau TO Poi, It MISIt Pod, am lnmer, or tge oo team m�Cd NBmll@aNPUy So lore to pM0mrsuri uY ° Pros WOR rmO It ma or Ilp our daN1 Ular Iry a�a'N op"Girl pmow.mmuva mono We wadme Poop o 1 n plumlxv or POW IS MamlWn to esvf.ry pparaYy IN P+m Wxxln b all dwPalkmy Uo ON: papaM1 "t ovo: war, m,w mumpolcardluma U rot tlnve or dark oveL volM1elwMtl bleNN or Wlnpeel, NO area wllM1ln Iand mteal M. or mopes yrymmmJaalgrubrdu'mproper'tr m eny lasn nlpaI Non Nor due wcollant SWramp nay Imp Shall perbmurue erGp do, di AInts dd uM YolaOca; b; weleP;p fir paemllnmelable paNngacouni ^�g•vdlne, DmamF.. MM d,b , must scow" rtslvaWRnAIB10, pePUry pr UM Oon domain Sam pou,sparmivrlWYnmi d imparn, to watt NSmM core. ABANCONMENT Whm to POWIS Iola Or 1, Pon, .... try token out of mnlw the FINOD slops shall be When toI Net Me"'M u"Bp am""al Poo so o w.M Nap than, Bl On. Wmvun Amoramtnhw Christ e AAtmoustarroweplYdmalld,dulmnneFull and the abenna ON their all • the aomeams of all mute and arm µWl be ramnvod and 1IQ dy proved If U seplepe ORION Opmala • , W tanks me plus maimeand IU o' Illar v N ve raven mmruW spas eel Nln had ' ur.tel or rym ealN elmve our., It sells psi CONTINGENCY PUN C IN rowls We and NNA m ,GM am Solari maMI have, bGm. or moll he mt . m provide, a Soda mmgnm rwammMN By 0 A mllebb mV4¢mont area has been weWelei am may IN WlUeb Or the NOW, a el rTmme'Rnt nil 8MFPNn Mlem. Themplemhe.l area µoYa be wdMU from pslubn¢ and F mpePoon an Mw d Sh Mpm uwn by MNuped IOr da, nMpepmf mutlu a awwr end ellu2!ogalWVenpla¢mvn arse Wlr'Gh In lM1G nad bars: Or ae.rm mvluelb.beataWrreertiledarepmY.nl e+s flepMennmlryMme nun mrWy w.M UC Nev In mi It that 11, 0 AWObb apple¢ oil era andlor moll limANtma "enNp ed hcv In rotor eµndWYa not sushi duelo..Ip I f w IaNap dnA pry v InBWIp v a Ira real m mpkr�mol.Bm POINTS �ax. n.m nm be.n...l.elea Ip MYNNaa wlmp rawBmmenpl^�e^tluwn Imp a oM Fvwra. a.ra w «Ir.pN /m Soper er:nee 1p lvv.mvei vahl pmmwlema umve nvreen v.eu.elBeulanp Lrk mry eeli.nuBan `6/`Baas add on NreplasefabdpOWls. and eBpadr avogUar rysWee nu/ b nvreaecled.r p'a¢ blkrxirg ranwd N the IbIFYI at to in&ballve Buda¢ NsmnaUuehane Neugr eyemme mural ¢mprywm une n.ue inelkn MNYlma EPTI :PUMP AND OTHER TREATMENT TPRxa MAY CONTAIN LETHAL GACBEB ANDWOR WBUFFICIENT OXYGEN. DO NOY at"C. PUMP OR OMER TEAT M TANK UNDER ANY CfKCUMNTANCEB. DEATH MAY RESULT RFACUE OF PEMN FROM THE INTERIOR OF A TANK MAY BE OFFlCULT O R I Mp SIBLE, MMI�EIMiFB�Al1 PoMTBMNMAMER L 'e'e:JAa.. xMlw T /'NrOn/ JnJ _ PhPIIB _ BIrt EIINCINOOPENATOR PER LOCALREOILAiORYAVOtlRRY Nunmse mMaeWrYa.mm�eo er�p'I.nma.anprww. mswammx�WMm ma MapyaL Prim Me.mMunp.Wreo.ram znl 14 I \\\I p 1O 87279 S.F. U \ 01 m 1.54 Ac. i I NI 37 \� u p IN E 1 6758a S.F. 11 ID9434 EI£vATIanox}2p OOJ 11 1 155 Ac N i5.3i33�E� i '� 11 ,fi y HWE .1099.�' ` /I ORAINAG W J � I / / \p \\ �ASEMENT IN 13 o r h 153 Ac 9�/ i\ ♦ �� ___ z sI ti w 0l m E/ RS oq 00. ° =I 0 p I/ / i 12 r� 7 _ z 1 2 376Ac Aj ; N M1 L ry� y O ST. CROO( COUNTY SEPTIC TANK -MAINTENANCE AGREEAIfI r AND OWNERSHIP CERTIFICATION FORM Malbog Adelrae .L327�.._�[]y�sdL��i[1,J L�-�[etgL✓_I __����_ PlopatY AJNess T IISZ I�/ f' lP(¢G1 (Vud1<ninv rtgnuN fiam PlvwngC Zu,uo6 Dgwe ®� Iwnew mvuu[wo 1 Cl[ylSmle — .. camel i0ea¢ficauon Nmyber 41Icf"2007 LEGAL DESCRIPTION r� Pmme peny Loon �u✓/e, .,Sw/3 ,f Z7NR19 W,Town of Subdltnslun _ _�Lc✓J2[—�✓W! _ _ _ Test # CertlDnJSurvey Mard_ ,Volume ge 9.� Wavuty rrDeedp. _ _kpp�1 _D I S. Volume _ �Pago if tip,hour. yee C LOI Im, membableC91 , SYSTEM MAINTENANCE AND OWNER CERTIFICATION Imm,ox, so, wo mrsammoo of You dpuc system could 'emir masIn ne av dome m luMlemm People .al Pmryusµ am lbe aWlmMtrvmy tluee }ears of sumenaveWd. FVelmrnvea pvogv wiveyd Pmmm Um syseemmn about the Nrclmo of bad opme Ul as -..mull sage m Je sued Nepoul sell... Owrm mem¢nmme mpm¢iLihuev uespmllca in 5l'nmm Al S$IJ amIm ClupwR St Qom Co..rvySwluYUuhmuv 91ePInwuo agno la rvM1emuo Rt Crvu Cwon Plaoweg &]uong Ugwmenl eao(mmu 4nn4 nosed by ul wrc, ma LY a �mtm pleue0ee, I^unwYnun plumb. ee mdM PlmeLv o, aWie.ua pave.. vn JYinK llul III Ise on ale ml drsponl ryelem i. m n,nynwa^a^4 wnAuon nnrmral aM nuye,.,nn mW vllmPlug orrct<zsarrl.11¢ xpec wk le Matilda] 3rwl..renaee .you the hey a Imml ab.waea a.,pnw feem,„m m. aby me Uepemrol a(Cw ma WeDymoane of Vawesl Nn ;SurtafW CemgDeP unK ��e,sWlm by, ayhemmn nod man L.w�IcsalWmweJmma til Gmx Cowry Pla�gh A'ms& Ue0m4 col wllsm IU IWt of llu WRe yea expe,esm &Ic 1/we amly lhvl all aluenw We 6amx mma best a(mylmnYwwba�e UwcauN.. day layou Jorthe s pmpMy aescnFed blue. M1y vunm of. .,wry used oled m blood, If fDee,a Dome Number of beAraolw� /_ - AT th llli}; OF APYlACANT(S) DATE *' nny iWN,neYoo du, le Innmpt, need uay rceWl m the em erypanN blue rrvokea by Nc Immunµ A Ten add Uepoult IudmY mIM1 It apput a Ittmdel waymry must Gomme forms, o(DI 0(fi¢and a wpy of the fouled survey mp If xlaemz us nude m ed, wwUnly deed IREV.U&USI �r ' Safely and annemea 1050111 RI ROAD commelce.wl.gm R aressa wl 941 TDDa mialseason isconsin wwmviho Depenitwltmc Jim YeyM,(Shall May P SUM. eanNn December 16, 3W5 COST ID No. 226900 ATZN POWIS AUDI SHAUN R BIRD ZONING OFFICE BIRD PLUMBMG,PC SIT CROIX COUNTY SPIA 10011192 NO AVE 1101 CARMICHAEL RD NEW RICHMOND W1 5017 HUDSON WI 54016 CONDITIONAL APPROVAL IdmlifieMlm NumMs PLAN APPROVAL EXPIRES. IY16/IDm Tamaelion lD Na. 10193 I6 SITE: PC Coll Bananas SIY ID 1a9 Town of Hammmd, St Crops CountsPlease rtrterler bo ro bolM1 idemT<arion numbees, SS1112 HE UL 55,1 19N 0.,,w Wm'<.mall corns ndeme wld.IM1ea n /Lot I))SuLdrvisim Farmvlew Ridge SuM MR ObjectTyped 5oil5aliwfrmr Onmaimrmn RegulYMObleclmNo.. WISR TM1e submitted tlexnted above hi been reviewed or cmfmiame with eppliuble W iscovm Admmional Catln and Wisconsin Shall for submitted bar been CONDITIONALLY APPROVED The owrcq as defined in claps 10101f l0) Australian Slanres is reywmible fan eampliame with an code "uimmema The following conditions bill be met durmgcoastal ormlallateon and prior to ocoparc.m ux'. I Approval is hereby g "punuam to s. Comm 85 all WIs. Adm CAR to estimedshe depth to wasowl soil seuuetion bash on an mmryretive detmnuution process Approval oftM inaRrctive deurminanon segues dx siderstro mlutrememhes Conlmrahic fM) sa Adm CMemdesignsd Ind &O t offea m IM1erourn tI<v<I o(aoil n when retlghimoryMc Rvurcs arc less then d mends Mlow the bantam of on A hor s is i The et least tl highest level of prolonged soli m llof approved under Out is rc chronometers o b iidirebelow sRhodelid AtleastPatches ofsand lift on lop of6 incM1a of unsaturated imsitu wllrsaV^ircd for atlequue vutmem and dispersal l Thoselplwin toadbt of inches dft ver 0 CMUinto plowing debt of l5 aches immediately prior to send pleamrnl is required to improve vemcel water movementam IM1e sod alum 5 laldsnp^g up slopeofslop mountl shell he incorporatedantocinto the PoW TS design m prevent away surform acethe water boon concentrating along theonsbyC T for eslope r mound mdmtlrvm surface weer drainage away fmmtM1e system See 6 amp slopem by CST for dive slope sum cTnop approval shelf wear diversion drub mute is installed super they that hspecificationstheph to CST l This approvalshullondiremain ionsu unlessed site evencedmrvch away tdpt<dmsM1msmlset betionlow would change or deamre of He di Observed for even wnxcuiive days et depths Ion them fee below the mfilh&rvesurface ofNe POWTSdm4tbmi distribution ofc Toni e This pucelmvalmnnsofpanqunh<s the use Ofcolor patterns to volumed the depth to high groundwattton my cis 9 Ato"o this p rovafpasta 9 AcopyrOM1nndsimilar,prantl awcnmems must accompany the mountl system design fanM1n site for purposes of plan approval and sentiory permit issuance A copy of the approved plans, spenficanom and th , Inter shall be mi during construction and open to Inspection by authorized representatives of the Chianmeno, which may include local Inspector, If plan Index a bets wirs submitted in Iced Ofaddmonal full plumes, a copy of this approval IAar and mdae sheet shall be attached to plans NW correspond with ducally on file with the Department All Paris rispi by II1c sate orler local aR&UNRBIRD Peter 12in,swes room pal try shall be obluinW prior to commend IfwnswnmNmstellauomopwmun If IN Is wnntunton project will disturb one or more acres of Nan Erosion euutrol Note" of Intent(rcon shall be filed with the decourni la days Error to any arson dnturbmg acnvntn In tart tl.s appraisal the Eastman of Wray he Buildings resnvcthe trial to regm¢elunges or tlditions should wmlmons anu ttWing them n¢cssuy, for cNe wmpltwe As per sort: stets I0I 12(2). nothing in this revtev small rebese the dctgm of the responsibility for designing aafe building, structure, or component Income c"cemtng this correspondence trey be, made to rrc at the telephonen,mM listed Wuw, or at the Necklaces on this IetterIN StVnr�e^rt�l�a�,/ LemyG Ilnrky. PS , Want uSp,,"ho ImegtuM Services Burew (715)926-2566 Voice (715)726-2509 Far llmskyQcummmuc vtam wt us F2 RqutrN 5 I W W Ere RceivM 5 I W W Belanu Uue 5 0W WtBMA0.)'wdn 16)) Introduction: 1079376 i On June 15, iW 5 Thomas Nelmq CSTM. EnnronmenW By CROP ContluaN a Fail aN site vauMwn on prapm[y owned by Cullum Broths Ire, Iomed in On SE 114, SW lii, memo, 5. T3914-ITV, Iowa of 14mmoM, plMtM As IsED ofFaem Vlex aldee sAd,mou Ws pur rose Meg to de m,urc NO bgMM Nobel of snsoml Or aarvnuon am [M a PoWIS ®gM he walled this mveni8uwn rtvralM this the awls were ads gwM far an AID remud ryaem thrwgM1 m unvpmrve de mmrenon an demanded by NO Wis mem Depmmvn MCwmmanx A Adnumuaure Code, Cmtwi 85 Methodology: BVYM1oe pis were provides for Near Wnugq 1 IkwgM1 G, MAN iMapreboore ofdes airs untaphty bens mord"n d by using sod «doximwrylue fwurM sod tmen%Fad trwoom aid mbr Wranm to the gmddment under Cnepm Comm 95 adve Wxanun ANmmmaerve Code and users the USDA NRCS w0 deacripwe system Urnng this field mvevtsaurn the lendacaptt motplwlogul fetlures, vepmmioR and bydinw sy was determined for the pmpox of this InteryMwe retiemen As COMM in Comm 85 Wi oftbe W,ato ern Admmantatme Code Upon Mplan m or tM su11MM field data, which included the Mminte mushummem ofthe uta heturm Parameters sue plains, system d(asn and this mdamenC WC moor Mse tree dovelopd For renew. The intent ,s to demonstrate than a rummum ofimam; of unsaturated ant waste on ties site and any iinfluencing Senate on the would allow the comptent metellation of a Morris system amardl a reldenhu use for Nu property as allowed under Comm 8344U)g)aft WoMm nAdnamnrnuw Code. Local Hydrology TM Ircal M1ym mandvofNissew topography both due et wanitee'em int on his Propery�onanowM me man and As Dozenolrcanudmtemphrtres inwence werermnyemmtor marewatr oaths when as firem arnM the arumdm An 1c,l hlaverestmwish Feaaurashiesnntmmommwhen,M around is them wldhen and wan YryewsM'Q mngunmea n thwart con throe spdrgriceon um Commoner due to th amumofte me wall upon iced ms. me mtwenee on ie 3Mwatn lamas wade would rmmmd due to Isl bunon muni oriwlh l s mm�d a am erwesna TM 3 percent vrmau dope embo also Aid rM slower pmnretnnr M Faa: Summer tempv.rern.d plant arwn would amass remryal rrFan mrurere Ihiwgn ea.pnr.wn utl es,prlr.n[pueurn Local Geomorphology, Soil Disturbance, and Local Topography The ewbgrt imerpseuuon al is am dnmly related to the ghcial gwlogy, ofthe Eakin St Cron Morune, a aoud marurc and was fomd by the ucumulaion hm the Omer W rwlld ins mmpomtona Ml ,,,thebrowng,tedddnflnmrw amaln,dtamiri,a frmdlose[dgpoe Nn mandatethis,S all tlelow erne Canbner MWwt Prone nu own as the Nort n tl Till iudds mmmuon Sark guy g eumnn have resulted m what known as the Northern Till Uplands wi6 limestone Thal adsling m au4 v bl eoiB TMer was probablyoriginally mcmpto 3 fim in Ratannubahade has Currently dives am in probaly CO with M!astem hngM we3to]RM inImgrb TNelWlvd< M1va3percentelope[aim Fan probably mrmd.e[Mdy.ncrng im emurd depositing the ell m.ten.l, mrmmg the rounded kmba of the hdlMde Conditionally RECEIVED APPROVED DEC 13 zeta[ DEP>PIMERT OF COMMERCE prvI xof SAFFY AND gunmxcLbiRM&BUILDINGS SEE c REs IOEN� v Soil Series and Mapping Units The St Crmx Comay Sod Survey has truppal this area as being of Villainy sift loatq 2 to 6 Passel slopq such alternate ofgently sloping moderately wed NamM sods Three suits me on low ndges and knolls of ground mauves They fomled an nary wommem an! the underlying clay long W The Verde Sods of this Series ere convenience as dmcribed by the Sol Survey and me represented by a sut(u layer that IS approummtly 9 inches of dark pyaNeh brown all long The subsuRce layer is del ydlsome brown, grace. Fnry silt long and shout 31 inches thick The upper part is dark brown, fimble, heavy silt Imam, ant the lower pen is brown and dark greynh brown, very Orey muffled clay loam. TM wbstmi b a coca of60 meMs, is ohve browry annual. very firm clay koam Data D The Sods evaluation report and system Stop Nve been mchded oithtkerepmt D A copy ofthe USDA Sol Survey map that provides the sm-mapping unit descnlsai dove. D gUSGS Topographic Map, reveelmg the tomography oftM vie i pOWTme theesyeemsdisc�ihe ester ehon antllryou[ofNe system [hit beat heed ant Lanbmes the ryvem discharge water Government Reports Lemsy 3armky, Wrsemom DvpSumcm ofcormrurce Wurewater Specialist Ins armed the Site and fmmd an rater, SO to support the site's sods cad ISMsrape posit being Soluble for an A«0 mound septic Soil Additional Information Unique to the site Outing the Syndrome, rbert was the observation ofbmlo®W acunry in the form of Sooner bunows no toots Worm actriiry was rcogcued as a depth of 8 modes in bonng I and at a depth of9Items in bonne our, ant 9 inches m bonng 3 tom man ny win observed m 12 math on bonng I, 12,mF s ten bonng 2, and 13 rahp on baring 3 It u nouchonJ that sae biological achnnes me normally and apparent In wnaaat arc Saturated for long cards ofhme Thn being afint yer crop (alma wheat) aril a airy wet Anne, these facture loather support hie suggestion that this tertian of the profile rates quickly Offer a prempma onman Recommendations The mamemmandon for the Site xroula be for the arse robe cNUJ plowed to a depth of lwsl Is mches ao as no hieelmp the soil alternate sand moment the play actual an a more coal position, sus tiding undvetmrt From the upade dope of avaem arts 30 inches ofASTM C-33 ssM or wll be plane] on the plowed area This provides the 36 probes ofverueal separation to provide the mortment of pathogenic Observers The recmtnadN mount deep uses a Imear loading rate of45 gpd/ft and an Surma Soil application rare of02gpd/fl? This wail be aaanPbehW by desial the nbeortmem Sra lobe Ions ant wrow and e mdei the down Slope the ama to a 41 dtmmsmn eRe rvely moral IM basal arts and 0,mauring thechsncaoftmew AaaincrWly, the slopeon the upper toe Mare ofae mouml w1 be mnnmaetl Sar as to he a Slope your u 3 1 ade Slope at South end and a 61 We slope for One I tlunmvon (upper Slope) at u porn 1l2 (Ws being the location a Us the mount of the tMnl Imgth of the mount) so as to help tlpN mu6mwurs from amopper slope (See rroluded suggRtadmwM tlaed plan) Flnallytbe deign mgmres that a water divauon ditch be installed above the mound an an to dlvm muface Access Gen the upalope area Than slwW An weadlm such e 5 1 dope, a OWN redeem final cad onemM w that it uavema the mrs", oughts drxnmg the rim oRwaln Most and due, dope of mm cal arm Conclusions It is my leewf Ihel the Oils Inme are ofNe pmpoud PoWg ell owl be wwetm noon 6' for rnrn or more cre.mcume days for me fallonmg reasons Ile docuW nxb.n this I ,doo wpWna one Ne nnpp ol dexiryums Wucb ulnemu mill ' deawnpuon more eery clay became and silty clay in me siburamm I M platy wile located in the substratum can be Meer come by the deep court flumes , As to leeward Me clay panwf in Mae'mean onenuuecn sew The bmlogW aaivAy in the wit in reprumtN by the emit ant Fenh Womn preanme, want that the soil M1az Out been saturated in Ne most rxmt Motors of me wile Thew Acuteness canrm science in amended conditions Y Adeudm out long and Mrcos system uspremmng a her licros rate of a 5 gallons the day pet foul send Wnnsne soil apelb late of s2gpmdeL This catdbgurdim, remmena the bins distribution of the wastewater, mystifies it Met a longer an WehtM wseamm Mght orl Moore them sthe assurance that there ell be g fist officiation Another the buuom ofthe apum end lh<mne of aYurvtion Alw built mo use plan is the i evm dimension of the upalope of IM mount, pmndiny u fi I slope n tML2lowtmn, eM the uddn can ofo drainage ditch abuse the mound Those Iasi two addchoud fares will tmmmue surface mmoRonw the Muni from lusher eleve nebeknd tta system The term design ouncethat the rc ujr maofcomm el a1 ofIM wiuomn Adtmnisu+ovmcMe ve Mmg inn so nto fo pery bduet the wastewater am to assure that dean is no aum+p mxMwe will mOh,we going Wow grade The mount Arms dwgn eM marepwoom plan pmxdn proper treatment of tammical AM eapxtm ryuem organdy Acwrdurl the, plan wbwtw Addresses the methods ant drawn for trftLrent And mepnnl of the w Mata Mow Ne wefau As admasM by the Ode eapmanmu e The month of May And wlr lure had a glee Monsoon Of men days ant ens each this umwd ammo of compromise the hales Nit no fee wider Adduwnill', IM robot features the One obwvm One prowewvely man we deeper in the only profile wppnung that we upper bows Waste Mot features wee ubseri Vise net summer! for as long of pmcds Of more The final smhonry for this site's Approval me nvN the appropmate regulatory agman: she wiuvntiv Department of commerce and the st comes County Zoning closing. T4mmc abal CST227W Northeasta 2005 syi scs F "m r"a 5� s - <rtw It co. U%/ ar0.v6y Fob FlvbN w. x.wy sumrww :.,'wwa AMc. 5tAit 9'> I.w, 1� J e 9 Ica v, a Nn,wr( J Fob ' l 4: c \f4.1 a SR .1 ..:. .. 1 L pt3 P' P 1p B 11' P 1' aicn notion 1'naae MR. re vnoe DR ERS"N DIT" 5:1 aoE SLOPES FOR TIME 1!l \ PURPOSE OF ONERTMG BURFPOEEWATER OF THE FROM THE \\l` R. BACK 90E0FMEMOtheO. TPIe EMCPhe rains the confloFARM of and mound. drains u voum am. Doane. ua a Y' 01 11r tie OF Mound em y IOi apprearvemay or the 13V BYt n' i00' Sete 1^.An Bill Tap M Pon seen 100.OP r] BM: hp of Lon seen 0.76' Bi mz w 53 MJF I ei 62a n' A 116' sr.�J\Vf i Farm View Ridge momee c N'I .m Nod i xnae Lot 13 r i II Mound sit ,4y° wwaaaoemnmeaacmnmaa SOIL EVALUATION REPORT orpaon Ol fi.rery and ®nMi,p an.anwmpeMaMganonwwrnai6 muffin „oeit�GFM�YED I wadnmaeem.exaiamnoaoaelr �m�,m.amnae ame "'oleeeor , vervao..m Oa. .JA�`l1eY'Ytl06 e Wvee Wl^4 Nl lnbmrvfbn. p au ,.. ]rAx wPCCbllwa colan sl cmu io _a 3_ P p - 96 RrgMy M�mss PollJers oma jj a NW Iw St 114 5 13 ] 29 N R 17 la{W Rggrtygmel¢Mall,qpq9em Po Box 489 WM 13 &anX 6uLl Nero ufPlM Fem Vrew RiJge Zo tu'e Smoersn WI 54025 ] 534b2]43 Wlrye orvr, ]0O StM Q Nw Ctte m 3w4 6p5e4pNpl Eepnnvx rb 450m6W Iyp �wpxamn Imowass �mn¢Iecm1N1 mammeloll we Parer4maMa1 FIrofF�,elmllon4arylloNb M1 rg,emiamaw ,nn anabe an Aw toe,"aunna anmoexrmmmo.11m Ity me W,em., �mmS,sce AIlm,mMove CII 701M 85 onaN not 10230 n o.gnwim,nm4ama 6 m 6 I 0 2� NMl w m M alpf-a, pu % Cont Cdar Gr 6PJ, CmNiercx BwMary Rah R� 'EIMi 'E1pR 1 OL IOyf3/2 s0 2nI mfi 2f 6 .8 2 10 ¢I+1A+N4 ad 2my1 an*1f 0 2 3 162M3 1 IOyW 1M5ybry lOyb4 sd 2mpl mfi Can 0 2 4 21N 7Syr4/3 'IM>*W act Imebk notcw 2 3 5 29-32 IOyr512 ^ 75nV% c1 qv mfl 0 0 I 11 wlryp Op,taru9 10335 oeMma,rarekeor ] in 6ro NORM 3"t, In 6mmamc oa MI oaft CaRCdr G6a fin CoreWn® BaWary Rab 'FfT TM 1 0.70ml 2mant mfi 2f 6 8 2 ]-15111 2m I mfi If 0 2 g 15d0ml ImI mfi 3 'Emm- ZA,R'camiR>.v<1w rI uem4. 30 rtY'O N MIEaV2 T Nana 1FVeRm,1 �0 aA< &yw9ve -� C6r Nunlw TM1OmssCNenw 22]38] qp,®. pp EnWm, cowum ieleym 143212pM1¢I� $mNew RmmW� lmWI lone 15.20J5 ]I$-2M.M5-246�2450 naemam Gllovel3 aami iox vc.tn5 ppp % J ©®jai®��omoai MUNlffi�mmf m. o.vm c�oxwmmnr+III em.m....aatv0 6-Miw nrm mmowman ae�remt .svmw w�em um xwvm.,uwe-uea�timmeoa.zca.em Farm View Ridge NI Lot 13 Ali commeme.wl.gov SusTv AND BUILIAN"D airs sou n aria Ent Sixem Slre& 'Wisconsin INSPECTION REPORT dbmmarau. WI W29 ppanm.mot Comes Illsp2$25" Dal of Inspection. June 9, 2005 Product Name: Colima Use: Resleneal Legal Deacrption, NE -NW, SE. 5.29, 12W Site Number. NA Subdlvialon: Lek 5, 8, 9, and 13-15, Farmview Ridges Municipality Town of Hammond County: St. Croix Plan Transaction Number NA Sanitary prime Number. NA Wastewater Flow: 45Dgpd Parsons Pmaets T Nelson Plumber Name and Addmn: Unknown CedMed Sell Teelr Name and Address: Tan Nelson, CST 227387 1432120th Sbest New Richmond WI 51017 Owner He" and Address. P C Coal Bullars PO Box 489 Somerset WI M025 An onside soils vent al was wMUMd at Ise algve referenced site as per claimed pokey M all sides wah lass Milan four inches M unsaturzted sal below Ure (wMm of Me A norizon Tide Intent of Use 'Invesigakon Is to snfirm initial Wsmvadlons oy me cermed soil fester (CST) relaknp to the persence or absence of re immonic re features In Me A boarzon andror redress Irrsaur sell lextu,$"Onto, and consistence factors were also reviewed as May said W wastewater application rates Omer sale contusions such as percent and direction of dope. IwMsrape posiber land surface penal Ieralm and surface water hydrology may also be noled and then effects are tailors considered In me recanmendatrins and conclusions porlwn a this report This Investigation is the semN one on mesa cis due to a durme in certified sotl dudes and poor weather and hill mncNpns on Novemner 29, 2004 when me inikal Labe mvesdma4cn was mmpbled LA 5IA+2 00i 10YR W an. 2mabk, me, as 04-07' 10YRMicllmpl,mh,as Wes' 10YR414d.tmpl, ril 09-12 10YR 4)4 d, la[ , mh, wM Rf 10YR 515 rmR Lid B-9 hie 01 WOW 10YR 312 el, 2msbk, mlL as 04-09' 10YR 312 c1, grit mlq as. with f1d 75YR 5d terms Oil 10Y11414 sd, 2msbk, mfo m (mh 13y +D 0i 10YR212s1.2cspk,mh,ow 08-12- 10YR413d.2mpl, mM1,w1C2It0YRMand51 ml Lot 14 WO Similar to Lot 15 below except Me subsMl lacks redox features for 3-4 Inches bell the A homes Possible plow pan tension saturation might be expected since no redox were observed Immetliately bdcw the A horizon Lot 151A<01 ODOV T 5YR 2512 sit, 2msbk, mfr, cir WIV 75YR2W2SII,3msbk,mfr,as,wl d75YR515rmms. 11-15' ]5YR43c1.1csbk,mh,2f]5YR510rmk Page 2 of 2 Jura 9, 2005 PC Colima Site Two other hand bongs on Let 15 mvmled similar mMNousfteEox fentures were Observed in Ind A hanzon and in Me Mound below If mound systems are designed to overcome limitations M a high level of seasonal soil saturation and side pemreability, the linear leading rate Mould not exceed 45 import and the basal wastewater appllm4on rated st rould not exceed 02 9011lr The additional basal area will partially compensate for the gents land sbpa and prevent wastewater leakage at Me mound toe. At least b Inches of sand lift is recommended when applying septic tank effluent to the distribution cell of Me mound to ensure proper treatment The longest War of Me Mound must be orientated along the concur The mound shall be constructed W dived surface water mound Me mound structure as much as possible In adblibn, an up slope drainage patch should be considered 9 It Is determined Mat surface or subsurface hydrology is improved by intercepting water and cladding It away horn the ound site Deep chiselwnremedially plowing may be ailed to Improve the reeaal ly whore a plow pan appears toMind downward water movement. Speclal Comments 1 The Oman sbce We of the proposed mound area on Lot 5 should In wall clear of Iha drainage way. Soil composite near may dramaje way are very marginal for proper disposal of effluent from a mound system immndialely up sbpe. It a recommended that the prolmt mound area be nured appproximalely 50 het up a" Property Inre Mundanes would have to be maxonfguretl or an easement granted fo placement of Me mound on Lol4 Sol csc wouldneed to be redone W wrdy smcae w ditms in tho new' area 2 Even Hough I specMed the maximum linear leading c be 4 5 gfaOM, designers should try to design systems at 3 5 to 4 0 gpplrt If passible 3 Two soil boti gs in the proposed mound area On Lot 15 exhrMletl rates concentrations In the lower part of Me A horzon and immediately below In the subsoil This area somewhat mom level Man other areas and more Lowell may mfilmate than on a sloping site In nodded. agricultural practices may have caused some ompac0on in the lower pad of the A horlal and upper pan of the B hor¢on The combinetlun of mare Infiltration and weak soil compaction may result In a higher level of uncommon at this site than at Other areas of Me Pat Options mcude moving to another area an the lot monitoring the area vnM observation pipes MIS next Mary; [see Comm 8560(3) for requirements], or compiling a convincing explarration of why MIS is omumng and why it's not a problem for proper system operation If tlnre are any questions regardbg has repM, please mnsd may, Leroy G. Adults, wastewater Speoatisl m ❑Comedy ❑Plumber Lianskylicmnmeme.slate wi us Email ❑ CST ❑ Q T15z129S544 Vam 715726,2519 Fax ❑ OMe tcommereemi.gov isconsin asrry anti au.lempr 13E Sp esSvcei Chcomm Falie W twat vim vim.. Gamm,v coy�is.ew,eww.r November 16, 2004 COST ID No 2269M SHAUN R BIRD BIRD PLUMBING, INC Into 192 NO AVE NEW RICHMOND WI 54017 RRGt EST FOR ADDITIONAL INFORMATION SITE: PC Collova Bwlders 'Town of Hammond, St Croix County S 1/2, NE 114, S5mNR Wd 13, SoldiersrmvW Ridge FOR. Object Type Soil Saturation Detemmnamn Regulated Object M No 991552 Fee Required 100.W Fee Received 100.00 Balance Due $ 0.00 WISMARTCode 7633 Identification Numbers Transaction ID No. 1079376 Site ID No. 692149 Please refer to bath identification numbers, above, in all correspondence win the agency The submittal deacnbed above has been placed on HOLD and the review and approval is pending subject to receipt ofthe ADDITIONAL INFORMArIONm&urrensedplansrequestedbyfursleler. Uponaceiptoftheadditional information andior rensN plans, the plans will be renewed for compliance to applicable Wisconsin Admimstative Codes and Wisconsin Statutes The I'ol lowing must be coirccted/revisM and accompany the resubmmal I. The Interpretative Delermirianon report does not adequately show that this lot has at least 6 aches of suitable sod for a mound system. The narrative has a number ofeliscrepaneies. ones, omissions, and inconsistencies that need to be addressed prior to approval. The submitted may want to consider engaging a licensed professional soil scientist to help with subminal of the revised report See comments on the report submitted under Transaction Number 1079283 for further explosion 2 It would be very helpful to have a full -sic copy of both the preliminary and Mal plat maps for this subdivision 3 Submit three (3) properly scaled, legible, and permanent copies of all revised documents for Send sour residential into fire address listed above. unless otherwise noted, and the department with review the resubmiiff within 5 working days of r«etit date Please include a copy of this letter with your resubmatal. If you have any questions, after reading the above comments and related code sections cited, pleime col I me at the telephone number below. If the above requested information and/or plans am not received within 30 business days of the date of this correspondence, this submittal will be returned dented No fees will be refunded, and a new fee, application form, and submittal of planstspecifications will be required should you desire to continue with this protect The code in effect at the time of new submittal would apply Sinccrdy Lerov G lanky, RPSS. Wastewater Specialist Integrated Services Bureau Ip 151726-25U Voice (7 15) 726-2549 Fax Ilansky(ncommercestatewi us ee P(Collova Builders Inc Zoning Office St Croix County SPIA wm�o.vw�nacn..� SOIL EVALUATION REPORT o-+woeors.na.m wlnnoe ,�.we.�®..0 C"IM m. sum cme _ 10 wti.iww .dIA.Wuvw.. oxe.0 ruw tdcdl. e• /\ w ws.ii H 114 M��_ai—CM. e.n.nu.y M,�yev _OVO '.,{,� nun n.Q.ue`.[✓_Q__\ e r.,,c&x.:,,, /01 d,.... u� r�r,,r�Fc�r.�ruv��ut oe����ooO uz�►�,a�ve���r,��rui�rr-i�a u�r�u�u��u•uu�u uu��u���uuu lo+ 13 aay.no..a vamio. ndn � _ L & F�id�s'I f �L7GF#liJIPTE'I/�[�7III/�►3����1�1 F 9%-B .a LSmn Nm awl 1w0 EY�R•WO.�D^V�M115<YI^N 1pe OePwoem MCaouwaaCMM ap i, po o,w goriheWnt si Y .I 31eW uua wSM Rmwa wtl meunfl in H fllanre I 1, PMa oonun Ne Eepnmem a 60B�I66>151 a TfY 6Y6iK8T1 Soil Test Plot P1 Project Name P C Collova Bldrs. Inc Sha d Address P O Box 489 Somerset Wi 54025 26900 Lot 13 Subdivision Farm View Ridge Date /04 NW 114 BE 1/4S 5 T 29 N/R1 T W Township Hammond ❑ Boring Q Well PL Properly Line County ST. CROIX BM or VRP Assume Elevation 100 R. Top of Survey Iron System Elevation 102.8' 'HRPSameas Benchmark Alternate Benchmark Top of 1/2" Pipe @ 100.2' 320' Property Line Scale is 1" = 40' unless otherwise noted Property Line 412' Property Line g_2 100.5' 99.5'