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040-1324-27-000
. Croix Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St Safety and Building Division INSPECTION REPORT Sanitary Permit No: 578982 0 GENERAL INFORMATION (ATTACH TO PERMIT) state Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. City village X Township Parcel Tax No: Permit Holder's Name: 040-1324-27-000 Bast, Kernon J. & Don Ida J. Speer- Troy, Town of CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: 01.29.19.2182 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM Aeration Bldg. Sewer 7j Holding St/Ht inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom Header/Man. Dosing Aeration Dist. Pipe Holding Bot. System Final Grade PUMP/SIPHON INFORMATION Manufacturer Demand St Cover GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM CHAMBER OR Manufacturer: INFORMATION Type Of System: UNIT Model Number: - i I L DISTRIBUTION SYSTEM Header/Manifold DisVibution Ix Hole Size Ix Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes ® No Yes 0 No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 593 Schwalen Drive Hudson, WI 54016 (NE 1/4 NW 1/4 1 T29N R1 9W) Cottonwood South 1st Add Lot 27 Parcel No: 01.29.19.2182 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = Plan revision Required? ® Yes ® No Use other side for additional information. Date Insepctor s Signature Cert. No. SBD-6710 (R.3/97) ......~,rr ~ • - County---- , . ~1 Y ildings Division / 1 Y 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co) a 53707-7162 UN 0 9 20187 5L CROTX-i _ - ^ - - State 't'ransaction Number 'OMNIUNETY D ~ermit Application In accordance with SPS 383, .21(2), Wis. Adm. Code, submission of this form to the appropriate: governmental unit - _ _ is required prior to obtaining a sanitary permit. Note: Application forts for state-owned POWTS are submitted to reject Address (if different than mailing address) the Department of Safety and Professional Servies. Personal inforriiation you provide may be used for secondary purposes in accordance with the Privacy Law, s. 1.5.04(I)(m), Stats. -I. Application Information -;Please Print ,441 I ation Property Owner's Name / 3 Parcel # 0'14 Bb 5~ Property O Hers Mailing Address A Property Location Govt Lot City, State Zip Code Phone Number , v, Section W y` ~P I i~ - 4 circle one) - T N; lz _ - r-, Dr w II. 'T'ype of Building (check all that apply) - 001- Lot # _ - ❑ 1 or 2 Family Dwelling - Number of Bedmonts Subdivision Name 6K asD 5~b~ inei Ctswoe~ Sbv_{.._ ~1j; ❑ Public/Cornmercial - Describe Use City of---- 11 State Owned -Describe Use CSM Number El Village of 4VI own of 1II. Type of Permit: (Check ly one box online A. Complete sane B if applicable) A' New System L~ Replacement System TreatmenUt-toiding Tank Replacement Only ❑ Other Modification to Existing System (explain) List Previous Permit Number and Date Issued l3- n Permit Renewal ❑ Permit:.Revision ❑ Change of Plumber ❑ Pernut'I•ransfer to New I Before Expiration Owner -7 15 IV. Type of P0'VWS System/Component/Device: (Check all that a_ pLyj_ / - fu _ Non-Pressurized In-Ground ❑ Pressurized In-Ground i_~ At-Grade U Mound = 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil W15 Holding Tani -J. th-cr D spersal Component (explain)__-_-_ - ❑ Pretreatment. Device (explain)_-_,_--_---__.__._ V. Dispersal/Treatm t Area Information: Desi n Flow (gpd) Design Soil A placation Rat:e(gp sf) Dispersal Area Required (st) Dispersal Area Proposed (s System Elevation ~ J100 00 VI. Tank Info ~ Capacity in Total # of Manufacturer - Gallons Gallons Units ~ n New Tanks Existing Tanks C~ N n ~I G% U v~ rn rn w C7 r% w~ ~ IokSzs Y Septic or k-lolding Tank - - - - t--- - - p -J~ - Dosing Chamber VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POW'IS shown on the attached plans. Plumber's Name (Print) Plum Siena _ MP/MP.RS Number iiT asiness Phone Number T) "4j ZA Plumber's Address (Street, City, State, Zip Code) VII oust fJ®~ epar-tment Y se a I9>ri_____- Approved ❑ r Permit Fee ~D,ate ssuue Issuin gent Sign re en Reason o _ ial 4t, (9/b I I7£. Cond~i £i~ l~lfiA lfieasons-for Disapproval 1Septic tank effltlertt ft5ter etid' tI. - e V bLe~ /1 GcJ ~w~.Gc•~ dispersal cell must all be services I maintained w I l •~~k~ ~U~ t-Q.. I~ f~N~a~'~ oy~ . as per manegerrent plan provided by plumber. 3. AG setbaC fe(luii'etnerlts must be-inW'rlt$(tiia u per appkaW code i Ordinal Cli 'T~ A. 1 s ~v►`+~.,`~, In a rt la ~n, v Attach to complete plans £or the system :end submit to e Cou only on papa- not less than 8 r/2 x i 5 inches in siz +-t t'S; rLeJ~ SBD-6398 (R.. It/) 1) T1~.•~- LL ~~.v+-off ~~i~. ~Gfr 1-- ✓•tfCd/, X.l~ Z tom; ~p S! To A, fA t s +v. I i i I i i f g3 - i V i LO I _ f i fin; Ll _ \ R CONVENTIONAL COMPONENT DESIGN Residetftiai ApFlicatbn INDEX A:MI'Cb TITLE PACE Project Name: Owner's Name: Owner's Address: 0) Fit., ASS Sgt. 1,~p~~►~ Onir-t- Legal Dos cription: N 1~ 1 V i'm 1. 1~ l - Township: County: S- ~.rLU l X~_ Subdivision Name: C,+Vo WOO SO l Sk QC,~ Lot NumbeT: -a-~7 Parcel ID, Nurriber: O Y b +3 a- J a 30() 0 Page 1 irrd and title PVe 2 - Plot ?Tan Page 3 Sim Sb- a& Cross-S-mban I Pane ? Titer Specs Page 5 Mairrtanaryae Informatiot! Page 6 1`;liar~ageTnSnt Man P8rge 7 St. Croix Pty epbG Tank Maintenance Forin Page 8 Warranty Deed Pagn 9 CSM OT Plat Attlah'np. its: Soil Te$t & Fio j$e Plarrs i~esr nerll~iurrrber: Licgrtse Nwmber. P. 10 P rL Date: 4 Phone Number ~ Signature Oesigned pursuant to the {n- round Sol! Absorption Component Manual ror POWTS version 2.0 Spn-167~~~p (N.01/t)1). Page 7 i ZJ/ P9"Op ~,kov tip; Rn St , 4"oc&4r,.A;s9 3 Cu oi~1 ~ba S, ` 1'15 Drl1 4 '%e.e' av r~ 3 I5 '11j ~hc J-2j I~1-~ lau co IasUSpl~c t ~ ' 4 C3A tzUt, N, J~rr~ Wf BQ►~ m p ~iC Schwa ~ ~~~v~ f l o•l~ it 4" SahMute n0 Final Grtaoin PV Pent Pipe Vlrtiz t/ent cap I_eaQhing - r Chamber 01- ~Tqern Bova Ion SoU AbsprIgIon 6 - stM pl@RVN cl~arrr~Grs RUN fful 8u ~ 4" np French 2 Header VaWk Or Observation Pips _ Ifu=UKMd- I tnesfactcer And Model ; 7w~`~xr~jU~.) EiSA Rating ; Gg ft Per chamber . S S04 ApPUrAtion Rate J~U o 9Pdisq fit ~v u _ gpd Design Flow + s Soil Application Rate ~ !;i i, 01 SA V Chambers L- 3 rows of chambers each. rage of Nnv-1112010 '10 ;E AM S,, Croix Cni nt. ( Pnnnm0.. 715-.126-,A6.R6 1/2 pii~ 9f~C~( /4TTO:. ikP~1YA'~! arrtait $aptfg Tor'k Maw-fa ru ttK P RSA Fit t; , Iii dksmrt ff rar P nw s wr ~u P -NA, ills rrr ar t m Piwrnns 0 NA 1f,'f1ws11t: FINtr W*40i 5'a S' M MA NurAller of i'w. WID rAectl?q 1J IN$ M .hNA f UM.-p "Fork 0.4pst by MA EsstlMatel Vow (Avvar ) Psssvsp Tank l~~nw~a~lasYar NA rJisnw~~i+~tutr~rY ~A bmaign flow (peak), 1~0,4mgtsad x 'i 5) C p e t? wrnp M>adsl MA, Soil,Applr>w~-lon TWA Si~and~trd ir,$Ihisr9 /1 fUgnk 0,791)Str M~rszrti~i ~V+ Y if3a i Caint?attvlsrit whit n- N FA U, all owse (POO. 00, M. L! ~s~1'sd/GrAval Filter r`1 l' o 1~11i;ar P4pherrstraal y ran intgrltanc (k~(.r~~) K) MR/L f^P LvIA 1 hrtecafr trt x( Amr rP~rs f Vl' l nd ToTW 8vapart0ll 141110 (T$S) C$ Y,y i1 f 1 9sfiv!°a l9ttlt tar, n NA iar tr~ysvtas~ 1w tsaan~ t wa1lsu Monthly 'Weraga niaiaarsal Ooh(s) itt~~rn~snc~ ~7 In~a1"awrtd ~raraaawrlaarP! Fate hmrnlcaasi ~v90 n D)Mmend (:~t„1nol r*0 M0, is (gratrftwy) y ~ Total ~r~Pp><arrdad ~s)lcira iTSl 420 s"Y /i. n NA A14rads f7 wand f~ G~~~pladr, Noel Coll', MM c0 ~i~ a~ttl~ Q. 4 4Pieri 13 NA 'Isasnt Pat 1c)~ I s m die, M NA maximum . hers Q MA r~~hars 11VA16 m #wPinsl for 00 nnaatt~ +va~¢awat~r AM OWID Ilink aflil4a r. Mi 2, al I s9'srs ivra'sxk i ~aa1v) i= NA tat , A, iata~¢ ianaa t1sY~/ Y tn~iP•;I~sra lnepeta ~z t 1: r~lr vr~PGt~►tM Q NA PctmpS Otat crsrltnsats m t~srr}c(a1 - - } At larask clstra alrarya dk ogfMIM a pars) Q NA tnapscai disi raU't) .M»» - At, lass; 0.0 nvtsty'h - . s~rstrr~is 1PArlst i . tSWI ~ Inspect . ~Ywlttil5a p'W At 1949t anQw AVAYy. +N,A Filtah 1 7srFSTs anti pro wR~ },tsar At. Pq t, rise" mNsartr; c1,i,~ea - Am t$aat MOM atassy"; r raCllar", M frtspara~ir~ns ~,f tc~taics acid d:fspart rralit staali be rgtaras #ay an tiv&tdual aaerytv.~ .*n~ 411 tho "('aslidvt`J4144 ° 11,041yaav *a~~~ ~ M.aarsar i lwm~ar; S,a trsr Plwmtifar 'RaRtriated M soma pnva s Insp~+a'1-tpr) E$R~411 'li l l` ~ tartxxai s iYns~(at~rsllt n-A Must )ndivo 0 kill 319cssPvicin rst the tarts (a) 't;c31s~sat7ti1~r i4nt, snPa$-11•y0 csr ~rtair~n k6bliG ~)tdt~P Pd~Pih>>)y any or lea, mainwra tha volurm) ref nr,iYrt In'sM Aiwdgs 0 0 tsr,'VM A.nM tra nhet~ir. fmr any .h;an% sap Ar For" , ng .a"i• 0-two'i# an tht orlow,'d oU(dsaek The dispersal oeffls) 0511 pa visL1M1V (nt3psatad W, ellank the affitlent fevrala in th4 0'"tVA04n OP" ON to'Ohsak loo fatty pofte Of gfIL'rslrlr; on the gratti% ssarifaas,, The pin IN of afpt.4gnt nn i:tvm prowYnd svrPars "nay Indigate a fA'tf Is emn0lran And rAquIres the tmmsdl to n~1i r+atiYln r xha lr~vat re> zrla'r" sawtllrxrftu, 1Mlhert %he Cr'mfalnsd sr~lat=rl .140on ej $lLA4.1.a am si~ M M mly t~ a+~~t~1s r~i)~^thlyd ,fi g or -MOM sni tY1~ ~iv~ ~us)ICn~a, i13s~ az~~4re antar,ts sP tea artk Ai,Ati FsA r'm;oved by a roi5"aA B dr1!)rMing paYAtar 1t~C Ih 1~cv G4arsa~ with E1~I~1t*t" ( 11'$, inliAresn xin A#9m1n1A"mt.''K A Cndl% All ObIr Ortt:)Ma, Irlpl~0in>g wAt; nrr 14rritiad ~ "tea sarvPaPrtg a a Pwanr tllrrsrm, mer.'rsYeRZ21 pr ptt zaAaati ~t ¢rr~rtl t pr tra+ nnsnt units, and arty sevvicIft-M Rit lnttsTVMlS,4 n f32 Man,,*s, shall wk la t'farmM lay.S.4vol-f4 d, VWTSMfPit'I IoAr, A snrvIon raPprs: shAiB I'm prOut0d to t to fnnai caaml4stary wthnrlty within 10 ttolta t'i'p stM-7.179 411 t1f v I~$GlB sU~tat, ©Ja1tUP R~~D7> 1\10v-'11-20110 10:45 AM `3t. Croix County Plan/Zoning 71-9 ;-3 G 6,9 C3 ?_/2 START VP Afjo OpIR tA" 10M F~sOa ~ . ~ .gym Nor now s~rrstrusxi~m., tnnlor.40 p4a 4,,f tkta pO1NTSI aback trearr,mm t arzkfal for Jhc r~ra mraam ref pa tr7tRngg: pnt xEi> r a sr mbar 6af~-mmlasla kh0t may rm iatlar the trOaG stxi ftt kpr anu~l r Ialm7sp the di la 0ar; nNan p1 rx>tllf a). If !i'f?~h apnm'err x tl~arrs arp. d' kid l avra f17e sr of mkra 'Gank(0) rartlayrad my a SePWOV aarvIbin; ompatrse prtcr 18 ckqa, Systam gars: up Oail nox araur When $Ot ~orrr(:~Iper7a r>lts froaan q,. r€lr IiyYftrrrttvrv iRcyrratjm. Aur,rtg ~aawar wwnsgas murk7p erne ~a mad Ifl alpra ra rr0rrrtall f P~l< etmr Duals, Vrnen rr+ W&W Us Met* Ilaa t h8 AX040 1 ;,A0f§W.- Rr WZY dam dIR hgggod to the dr"Opkmal 001110) In cams Woa 0 99, Overino1mg the call(s) lam d rsR}r %Owk iA the badlarr* mr ~rftq 400hwms of efPir lwa To 4veld thls,~ltt,1010a7 11sve t4s conta=a of the pumpr tonk cemnvad by m $sp%p sorui'dllmq -0,00f*. or pmm') to ra"ring powor tp the efliwaim pmp cr 0011%zt a FlW ri sr or ROW TS lktaftatalrrer to assist in manually OPOP'st'NO ilia fpmp Orirttrofs to restore normal lsvpls wit) fn rthre pump tank Dm not, d6lta or POrlc vohiclss p1!r urdt'!k9 aria rCJe~isrmat reslf4. ~d Tara(; *Na err ,parr over, ar *Thel,oitse dl"Lip7 rpr r;esmplot, the arsln Within 1 F fast down e1x•4p" of rany nmavrW or at~ppda soli obsarptlran area, RadgQ*41 n or aliniNation of the foga•+kkall7,p f rorlyd Me wasaau€rsrar orsarn may T mpr va the fd ti°lr~illl~tlt~a •aMzd :prpalattrg th. a. idea of the pC WTO, enVWlaklJa'Oi kio.Oy w1pps; otgsrafte b(atks, (mndam-$, crot-fi n QW9har daagragwo rf~rn-W ~Nlass,. foundatimi drain ie'WM.p pr mp) wavor; ftuff and rreptabls psalh')0.ai a m'ifrha. gr+x`a'sn, harbfra9d0g; MW-41apau; Oil ' as ap b MOOIC010na~ rill` pai17ttr'7R preraltaats; pa lolds'RS aar1twy ltapkina; tampormsk Inca watsr sF ffartal Willa, 1Alhgn the P°QV1 T$ (0114 $p7 i/fir to pmr mti.anifyr uken cut Qf- swv re uimN 'Aruflra~rVlnp ~t~r~S $Nfll lit `k~~~rl to jn'%VrO thAt tha s9,'rd'kakwr 1a propsrly mnd sa'Fsf•!/ af~at7d:a9o'ed lrl ask pilarice rt7ti'h chapter COMM RS.n, WTF m rrrairt ~d"f<1Sk175r~e~t1,US ~mtla. All pip7rno to 'wfm ,an7 Aft SMOR be t3iaararrrrsotart acrd the Ornftn®d pipes opsrlfn:;a ga$iag' The Contents of all unless ant fpm 41,1011 Yea removed a1i41" 17'r` perty al4pased of by a 4"Qpfto ryrvtr>king k"i-P1URtW" After pm. plpe, all ~ anks and PIT) ahall ira eacoava lle and removrad cir V701r covers kr4tvOyNg s'no the vma d spaoa f11104 Witt) off, mravel or ancxhrar laatrrt 00frO matarl~f" CON' INNUO ` PLAN If the M' .YV7"% f4l8 prat( armnnmt he rammirad thel frAR011rli7S M.Oaet.traa hsva beam, or rmckat• ba) 'dshon, ta) prnYtjdA a eraoaz 000. jplJ8lnt replamem, 9kY'1' systr M A sultablo r ap Resmant area hipp been tnyr~tdr~4a a ~ and May Im williz.0 for the J4mA tAtp rpf A rsp1sroerrtarit self ~krssr Man yater~t "Ch~O raplaartr7kan~ )Arse ah ufd era pMwad *orrk dPotVr~rarrne arr 1 ma~p~x!Gimn ahvWTO pat bo 11.101 Ji~lpo Wman by nsgcclred 4smhtaal fhmk`n OXIs lltk1';' gird' prozmaed strwctutr% TOT llnu and 'r)1/all$, ku M 10 Ar"004t r r.aptl~uli~01ft mass W-111 result Irk tiisra t7mard far. ra rl soil arl Site gv0f4kstY rrr to +nsk013116 a sufi'slaYa r JSI a l m OP 110, Plap.lpr pt l~kx7 s n ~W~et 00m. ply wU; -r this rWae In Affticrt at thet dmay, sGkialtitt rmpltk4allatt7 std 1 not atrileb'Is rims to a baw ta l and/or saPi iltr11ta1iltrtit~iatrikwg ant«arimtps in kC41T$ alarlWoRy a 6ratdli7:g tank ramay by In'etsilso ss 0 lest mamit to replaue the fallao pOWT'~ry 0 " ' j s orGe lias rat h34n suslr tar to talenmffy a gw£takIla rapNoarm'ro t dreia" Upon fallrrra rrf the pt WT,, v a 81211 grad 40% eva'Irs S 1c m)lst bs faST om"o as k to caws a swrltmbPa aka r9a®arrratkt ara>3" If na s~,plssafzrska r 8 rtitall yrJ4 a lssl llrkg tank may bs vis'I; l1'a a4 a last ravo t neplaura yhra f llacd Ia UC11' , ~i lylcrand and at-grada zmtl mbsar;fmn syal;sm. t rrltsy krs rapmrtaf~wctad in PI Pali rlp~ ram, 7~~rak 0 ,M ypp /spy ([}f'~7{yYdamrnr4trys arrrCAtama, iatrrktk'l;rrat+`kinssa df mr,.tcrft rxVrArartls rrrcrr, n tac)rldlaty ,niltfa ft r4[le Jr? 0t a that tis, the Kklpl'l'~ AT tla0 SRPITIC~ PUMP AND QITM Tp.&,, N'1 TA,Nl- MAY MPki i RI LOTHAL OASOOS .AWWOR J' PPIWART 0XV-0 % b'9 NOT AN TOR A 8401'ft, PI ll P OA OT1~ 11,101 0-0.1 fi'r TAl ,X U11t~ mqv' 0dlASUMOT. , AN, *RO„ DAIA ,N MAY XROU, lNT~ ROOM OF A P WA$OR FROTO '1'1114WRTOR 9; A TANK MAY BE cdlpPm= f dllflp{~I~1~11~~ , Narne Phone 7 ,1. REpl' ~p . Nam, m Name Phone Thar, rda urrrsrat was arn )tae ire arYMORnas with ~k~tr»kl~fstrativa ~"pqe, IJov-'11-2010 1D:A.5 AN 5t.. Croix Courrty PI ,-)/Zoning ?i5-386.A. 626 2/2 PROS START UP AND OPIRRATION ror new avrrstrur~ Yam, pnlpr to psm of -4kZ* PIMA ITS dhaz r trammmm tank(a) far thm paawonam mt poln- Ong p=dwO%m csr atftr cahomiuala that may 1mvpada ths'trsarar, ent. pra Iri:+; tr 41oMag..s Vw d)speY'W asfriM., If 444h saRvAr umilmu are. ftM%M W. 6 t ht camen" Of the un•war) removal Oy a "Rep `sarvIbing #Mratcsr priar taa rtes. syarsm Burt up. viell not ormur whan sail oontlWoris are trQ;mn yr- the 1i7~nrr~rttvcs aearPaam, Aurirl8 ppWdr pWpElQ l~ Gtt X~7..~rf rlf7~ r ~y 111 &l ~J ~ nrrrxtEtl tO Wt ~r ►pu 1s, Whan pow, -or 74 req'1.'Ceal tha-es s vvvo ata%mr will by diacBrsrpst to Nis .ttlt oral lfle) In one Ike dpos, tweeirrfting the c040) O-S MaY n fatty I% ft .ba3li%gwap mr gwfte .I!<iigharos of effluent, To svo14 this .dl st1w have %1: a caratarta of tht+ pum- p tank mrnnvad by a Ssp%ga SsrvIDIl ji -0oM, 10T past' to ra fing Pavuarr uki the afluartt pr ip or ar[Mvsx a p1mW or ROW T9 Iulalm~alr isr to assist M amasmAly trpergtlnO fly pwmp amnjr.ojs To roattam norm l )st!pls wi'>;kfilth atre pram tmL Do not 404s or pavk arehl.[l p-Mr tallike and 61spirsal wrlis, DrL tans; d-fiva Qr park aver, sr olhorotIse ttldynwn~ or namput, the oraa WMTR If fast alouun slops of eny Mound or ar ;gads 8011 abaorptinn area. Reft;Vlmn or ait'n-7lnatim.n of the folim-wind firm m.. Me wassawamr wreatvl may Imorava the p'stlllmri lalrtoe gt.d .prAlmm-2 thg tiff of thPO eW'T$, a ntl;1fiato..0i'"4*..by w1pos; algorafte bwtttsi raC+ir14~6ms,, I~Y%~t;lCM QW-67~ dMO.P a M; 'G6eY1~t11110%-joli'B ~ rliall al fat, I forandat mi dr n. iatimp pwmp,) wr tmr; Puit and F 88.0-t Ws pallnegt 0-aasolinix groesax Fawb'r ldve2 mut s .pA rrte lamakaetar all,- petnttmg pm t as, Pe i4tWssi fmAAry t'tapk)re; tarnponsa and water saftaner belritao AMN DQN-lil1'ENT 1A hon the l?DWT,ab fa914 vidlor is " arilty oaken atit of serulra yhH faafl4,041 s 'nap s h-0 ~S u'ht n to imsum that the ayrrkm is prsfaady and safraly 64t9o:Gt14•ed In mom,piierlrae w7t7t C.ftop sr Osi7 m RS , M-nomnaln AdmboAr lws Cotlsa All plpino tt ~artlga and, plta eht'Iil be dirserarrrrsrGad aria the rabandonatl pips as it n: ~s~isd, 7ha eantaants cif all Tanks and p slqald tae ram- civad and tea+rperty, dla psed of Div a UptagO arvlalrap G.-pars' w. afar pvmpray, all ~ anks and pUm aball tre eacommvad and ramovrael or t1wr cov-are asMwAred and the VD11 $Poe fIRed W-1th soil, p,rsusl or smother host W14 enaterisf. If tha lPWTS fella anti aorrrsmt he repaired the following rneraettran have brez, or trt ut- lam tat on, tm psavida a oo4aa cornTllant mptamemant sys'pem., A vult bls i'eplacomam area, he* been as+s!>~a~~ and may ifs u*11a W fear T} ,e lomovp of a poplaaem-ant Bali Qrsorp trrn Systam Otis rip+lao ma r~~ area ahazft bs pm-waled *15M. dlaaarhenna Ive Mra1"tx'wSft 401,0 ft 'W. gat' . t ft. I rrta~r, by ragralrad gftaal f' 0,00-1; OMd Araptiaed OrWtsturs, lot 11nas std W0,118, P#1IWs % .ptrava tt FOPI 'Infiis area, W-111 result fn tingrm thsed tar a ntsw $ail and alias evaluatlon to mstsitlish a 541 table ralsl rs~trktairi trs% S".Is(gsm- stzh; sy~s errs rxaat comply vds"111t M4 Ms.'s In 4Wen et that tlma, A sultabla ro%iurnsm sass It teat a~rallaial,$ 4148 % S# teak and/or s 11 I1mlirol1l tts, xy NSa adM es in IauS r VaM.01oay a holtll 'sank msy be In.3.1401 es a Isst Matat't To rspletaa 'iiha fallsa PIS Q IPt+a Otte Iaas xrat an sueluss 9 To lwaraatfy s atuYtaf>ii:s Map lsaarsent area, U'laoa "Rwrs rf -th% Pow'?" % as amll atad st% aual4r lmn mom We psa tivMad to IMIZOp a etallst le nOtlaGeMen~t arm., It' rate reply e1r.; ent ores is sr Ifta a how'Irtia unk may bs "i1vo`Il'of sa a lest ratstn-to Fwaas the failed l ~U•I'I"r, t grand am ST'.graes sail allasarpsi o 0. n. Nys9;airta spay s raaartstrutatsc In ply fia11 ) ranrrrau pf the rnSlMM 'i a-T thm Inff)tratiue B.Wr'I`Mb RIMMs'Cr>a>0an- 0 Of swath av° rnp must, nomply w7th thaw udo 11~ affect et that, ties, SEPTA, PUMP ARID o'a 'la!"a' 4RO.ItiT TAR M MAY ONTAN :L 'I.KA- . AS,%jWS A`f~l!j~/l~* 1 OWT f4ll~"6 I' IWTIM. 800 0, l° d t# is 4 +$'W ~2 " NP+1 ts~ "I"A*,y, VMj~ft 4til 41 ' 1 1 ` OVAT- t ilflAV IBJ& k I ICI I A PFIRSON FRCTM 'h°H IN'IxIMOR OF A TAM.Y. MAY BE DIFFICULT oR IMPoS L -M, P,I~GIi.t"1.Mt~G .6w.IUlwuM"lam tdarna ~-~.flL1` I~ ~ llsmrs r~lren~ 7 t 5 ~ Phone Nam, e Fiaaxaa. ' . o no 1p-h~ TWO rlcrum~Mt «ras GirelRerri In 0nmg1iArt +nrtEh ~ls~u'xer'Ccrrzs:~ BB,~"T~Ifkr).i311?itY&(~7 attic ~'t~.~~tit19, C~) ~ t'~}~ •!al'itrnarmin ~+s~fxntrYieax.~ti[ve i~arte, AND i3WNE HT CERTIFICATION FORIA Ow nerf Buyer J pz"kS i MlailiugAddrm qg LA GwGF (4ogA _ roD_ er. tv Address 1513 Sakw Wv,) 2wF. L4,JO50A) wL col Veri&ratiu frIab= 2 DemmieIIt for omstructijn-~ C$ =S ate f ~o5~>' wt5ca•~SriJ Parcel Iderttifivdort N=*er 010154AIZ7 LEGAL OR-JEUVIN row, ~.an Alt zf< , Nf :Sec. I , T 2S R, Town of S:ZviSior3 C'oZtayc xbD SOJ FiRST PtfJ~ItU+3 . Lot- --z7 Cued Survey Msp _ Volute 'Page Warranty Deed 4. -II -q ~6 : volume , Page # - Spec house %les Lot Rees i 1e no SYS1&M 1V#AIN'I'iAN AND pA21 Improper use a ztxairi nce of your septic s},suaii could must is its meau re fa me w Nana A asks. Pmpcr ma=menance consist of p irsg ou the septic tak every t# yews or soarer: if ceded, by a ~ pMMpeT What you put ixno the system can affect the fwncdon of the septic tank as a meatmat stage M~ rite waste' disposal system. QwEter train enattce responsibilities are specif ed in Womm 83.52(1) and in Cater 12 - Si. Croix County' Sanitar!I Ordb9naa. The pm owner agrees -w sabmit to S`:. Croix Cotmty Flamm & Zug Deparmaent a certification forxu. sigrcd by the owrier and by a mas= plumber, jioumeymw- O-*r , res ict-d phratber or a 3iceased sttrnp2r c'erifyiug that. t'; } th an-site wastev -at= disposal system is in proper apeman ccxt&wn au&'or (2) if tcr insp do x and pig (if neeessal), the septic t=-- ;s less Than 1/3 fu.U of sludge. Live, the undersigned have read tx above rewire and agme to Mahn t' he p- ,Mte sew-ab &POsal system w:th rr_° standa ds set fviC.41, herein, as set by ft Defl9rttmnt of COSH acid tale Degattrusnt 01 NI attrral Rcsouaces: State of Wisconsin. Cert-&mtkm smtwg that your septiw systm has been maw=ied mast be cr=lmd and mmmed to the S`r Crc iac County ni=ing & Zonmg De nt wdthin 30 days of the ftee year expiratiM date Uwe cerd,{y that all statements on this forin are true to the best ofwyiour knoviledge. Ywe amFare did, ow-ner(s; of the dee-t n- corded in R4s~ of Deeds Offm. pro7d- ve, by virfie of a 7 Nu 3 ZotS Sl _ ?`rt,W O APPLICANT(S) I3A~E x* rev vked by the Plaunmg Loring Departtn w. y htformation rhaat is rmsrepresented y result in th; satutar► p 3 laciude wah this apphcatiou a recorded watranp, deed fivm the Regmw of Deem Officoand a copy of t_&- certified stir re i =p i s :rfftwce is made in the warrrmty ..seed, f .Effi earl, Filters Po.i.)r.ok J~jc_ Pup, 1. o lvsl~l i ';r, t>4+~ r r j Polylak Inc., Fairfield Ftvtl, 6!ItA@idm+ font CT 08 tali err§r pr. ~Et ,7t3S• R . . >MrRaali: pnl~it tc t^tisrn YOU arc ~~.1 a . FfrQGkjo;t retails I' ptl ~I~r N1r?~ '"FFLUENT FILTER 1 R l i g the bar In fitter tachno-1 1 '~fl ,I 1 ~r I l «^ar~i1~1~ E~6A~~ai~ Polylok, Inc Is ,pierced to add its new cnmmr:rcial filter to rte oxIsTing line of r}wlldty 0,0h.'ar,t }t'tsrs. The PL-595 is rratecl for, over 4 L1,000 GPD (Ga11on.b Par Day) m@It:inC.j q Ono Cif Ci"e i ,,N~ •.W,~,. M,.,N..~.~. larg", t c;ommer+;:1741 flitlare, in its Arias, It has U5 (inr:,ar feoet of 111911 ffftrratdnn 51ata, I-IM tha R.)sv-q & Riser 00va" Polylok PI..129, thn new Polvinic i)as Mall sratornatic shr,rt cr('•f hall inptallecl with ever ' filter, 1!^t-n thA filter i,.~ rprrovr d toil nItUning, the hall wlll E16RI, ,lp and tef1 pornri19 shut nff I DiSfAftis t-I' i1 F OXAA an 4 n iti . !i l{ 11 ~~1i4iIIlL the sygf,~m the e 'fipont won't leave t1m., tmlk. Nri niher +iPter t5n t11 nl iririlt r ~n mr~itr ti1At claim! rl . rw„uMnweanrnwn,,,. - f'wrirtpx, l3oallms, Pomp ' ~r~r~rirr In`'aaYrrrcdCrorr ~ Rrlgeferit a Cawotc Rfvlad:crrl Prodr,rc:ts M Hated for 10,00Q i^ O (GAiionra Pru Darr) - o V8 liner `nri of 1/11:T" filtration ~C~1~acr Spa+ ors Enimi-ge for matmis * Av*ept, 4" smO 6" 8CHID, 4D }nine * 13triit in cpa,,, nJ-flpigctr Hand-its AN Rene var, 0 Automatic sht.rt aff ball when niter is minaved M,unm,m,ac„kel•.,mN,,,~n,.,Mw,,,,~,,...~.~,nW'm•n +rAlarm r~~ctvsslhllliy I ➢q~d~ o /1mapts PVC VC extension handle l wlamnnnumawmwnwwwonu,mw ..wrw.rou ~n,n•WrmnMrn...,,..e.nonyw 'I"11o PI_-•523 F;rUarsnt r-'rlier ghol.rlrt nntsra#a gttlr.;IFrltly fnr ga7vrar~l y~~}~ 01%s1' 11ur1'r1a1 I ~~iP!'rt"a & Clamps, conoitian Iiefare f C{tllrrnp riFAninq. it is rmcnmm andim tl7.at'1,h likal' bo olertl1 d evt7rVj bile the Will is Pimped or at feast every thine year's. d'f 1110 81a~~lt~atf filt:Ar ~'mrff~yfns "r111 nPtfcYnrti Alal11 the owner will hr:. nntified by sn MArm whon the flltrYr,llee~} rVitlwirlq, Ii~~t 1Y S004011% ervicing should he clone by a acrtjfdetl 9e}1'tic tank PLIM Ar or Insuilisr, mainta!'iametistra;tr i'is; Pressure Ffl*ra, 1. r Oaata tilt-: ocrfiet of the sept"rr., tAtlic. ftr k llhr tl Ph' xda,t 1 2, 'ROmrsve tank diverand pump tank fit nArr t nary. I R1*411'"leak Rind Cmu 3, fro not ta,,~O Plumlairq ,,V17r"r, tf r iy rearm rer}, Ps.ril PI-525 out of the horjafn,j. 5. Ma.'e Of! ;}Iter over the septic tank. Nlarcm .,I.rra ale anlielr fate ~acl£ i00 ,114ptlra ienk. „Rob r ftf'a1y an4 10 G£ eit 6. Insert the i1tPr z rrtric ae tla ir+to the IWAislnq maklnq sure ;he filter i3 Properly ~lic}rrt7cr ~rn~ raram}~IG~t~tily fneel w~c1. . - - 7. RePtAre AVlfltdr.; tank cover. Pl.-52 1115"iallrltinn; Je A, r 1 t st'~r11ivA i~ MST ~p~ (GPL1) l spar° reairlen'r.'sr l slnrl c,rmlllGrCIRI - • tarASte ilornrs Ir( to 1Ll,t7pn (3A110i15 Per Day °i°t?r;h~ilrar~l p, i'~>axl~a! ,',•mrnm,lmmmm~~, 1. Loniga tIlA AigInt nP thh nyhtit t1n1<. Porn; Fit. r rind StIn, move tanlr cravOr rand P,IMP tank if, t1t?rrr5 ary, I 24" x '12" Ritsar .j. Cit:1e the R11tAr }1nra1irlg to ghn 4" or f" r~r,rrl~lt K+iM e, IF `hn Filtr~rs, r'rcrt r.~rlat~r~Gi unNr-.r + mrrr -f 11kjjtMrlrTM the Ar r ens AH, n;lag ue a Pciytok I xi:?nr~ i_nSt i^Mn) lr Ff7n~Jl an r,M of 111[7t~ f,Cr rrntar'fiitrr. nrltro'( 4. frrwert the F'I,-55 filter Into i,^^. hr~usin ~5it ti l v m ilfl'l•1'//~Aild!tn%'rl C~r,1i ,J~OF ~'"iitr`yr; lr"rev}c ~rtir.rt~!^7nrll,nv 1 -Z Ihl~1i I (1I n7 h! '7.1n uct, 74, 1616 9;12AM "Y No. 3066 P. 3 P, M cm- _TJ m m .I cn I 1 q Fl Uct, i? 1010 9;12AM, No, -9066 P. 2 rn 4t? ~ r 'm Cn iTt cl) rr .,,t tC)y rte, + Cn t I I wY r C) r1 Ck? „d II Gd M' ..r te C'n sa ND a ~w? 44 Im .I V-8 I/4" 9'-11/8" K AT MARt1IX PEUROOM/MAPTER I[ATH C / 1/.UNPrtY ♦NOOFFICE: Mn l0'-I 1/8" T "Go RM / DiNINC, RM /KITCHEN MIIU ROOM ANU F.NIH\' l 171 I, r 0 i b z a I ~ ora bt Ell f z I I _ a r] ~U M MOD a ~ ri ELI 11 V-8 V4" BUILDER :SPEER-BASTCONST. REVISIONS BUILDERS RESOURCE GROUP NOTE.(K)NTRACTOR/OWNER TO VERIFYAf,CURACYOiAIa. COI o~~ '~\FPI;ICARLE CURB COAIPLIA.ti ~B 701gCAL CADENR 4ND FOH Ai.i, 0 > 11 > > GET ME RESULTS YOU EXPECT WWt9.BRGROUP-1NCCOA! RuR-DBHS HS.wuACe o P IS NOT -PGNS[BCE FOR ANY s1 M w PROJECT: KARNES #E 1o2 HAGEN DRIVE PHONE: 715-6084781 MISSR:c UR URRRCE ECTGROUP VY O 0 AT ON. M r MISSINRS RE90UWNRAEt RIGHTS AND COFYRFCii7'S WOODVILLA W. 54828 PAX 715.6984783 OA THIS DRAWING. ANYDUFLICATIONB OFTH15 DIiAw1=C LC D,LBOAL '-5 112 4'-0" 12'-6" 6'-2 3/8" 6'-6 5/&' 3 EA 9ao20H 12..... AWNING TEMP 35%&i-RO 96 e1~'X-RO W OEN °i ° ` 3 PLY fl 1I2` OR 2 PLY 111/P` ~I P `!Jl _ b w m i '!O .p 96 VANI'T'Y = 8 ROW 111GN GL~38 NLOOR d w (p Ili ~x I TAm WNW ON TOP OPW ~P [~y! QQ I ; ~ _ ~ ni IY DF.SP WN&4 7 V 1 % T4` _ 0 bi• WIDE _ PPO iDFSR nxe.A LAUNDRY ,t Gl O vF TCLG H p SIN ° TILE RAILING V ! / W .w.. ~.OO y WASH DRY c s. e§ 5-3" 79" a ~ is I ~ ~ y N _ _ y_ ~ ~ Rul l"c y O ~i u~GOe G smFS MU ~o x RErctrr orwnu. _x:LS.Bti TR w I A D 4'-3" 4'-3." 4'-3" oo ; ; i; fL ; i . auxv" ARh rwoR Ic ^.ro 8„ ' 16 0' T O ~ s E ~ H P -3 Y f C~ SC - bnH 03 m _ $ r• T-0" 10'-3 7/8" 101-8 118" ; S c p S Y r'"1 C ROOF TRUSSER 2f (U(' % $ I 1 m' Sy ° - y 'O ~ I H 6 x _ [+f > o u H7 z Ilc i m o ! i i S~ ~ % 5 C m o y 2._,. Z x _ 3 I 13'-1 ll2 3N20 n v21NC ~ T-0- 167 1w 140". 24'•6 1/2" 6'•0" ~ q ~ m > y m O .a cad zo ~~xS ~ o C zz y x m $ & 0 -3 0ZHC ~O y o ONd :Uro :Dx C:G C1 5 3 C) rom7 z ~ r~q nX .H..Np n m q 0 N ~ [~T]~~ ~ Q C~ `3 t<J Cr~7 o m ° ~ ~ c' z ~ ~ of SW2UH M1S:vn' x /n' RO I 28'-6112" 21'-51/2" 8'-6" 60'-6" O BUILDER: SPEER-BAST CONSTRUCTION xEVISIONSBI/lLDERS RESOVLLCE GROIJr NOTE. couTRACroR/ow~,ER tovERIFV ACC(mACVOFAU. MATERIA4 SMCMC.-DNS, DR.fENSIOVS, DESIGM A, FOR AU. O_ > ° > Y $ y A-CART .R CODP.(D"JANCR TO LWAL CODRS. p _ S'a y ` GET THE RESULTSYOUEXPECT WWW.RRGROUP-7NC.COM DO-ERR RESOURCE CROUP IS NOT RRRPONSIRLE POR ANY °=1 x a PROJECT: BARNES#2 102 HAGENORIVE PHONE: 71"9&478J MISSING ORMCORREMINPDRN-ON. R1 WOODVILLF„ WI.54028 FAX- 775.698.4783 OFIWMS RESOURCE CROUP OWNS ALL RIGHTS AND COPYRIGHTS 41 TH19 DRAWING, ANY DUPLICATIONS OFTNIB DRAWING IS ILLEGA4 60'-5 7/8" 12'-0" T-0" 42'-5 7/8" 11'-4" 2'-6" 6'-4" 6'4" 15'-11718" 1,00M7 G'-0 112" 5'-3 L2" o~ I spy DIMBNSIONSTO €''vs OU"I:SIOR OF FOAM ■ TREATED ' p m umXY6 SLIDER ' % LOOKOUt WALLS: GO SSA" X 43" RO i M STUD WALL 4.91PY HIGH y y R' POURRD WAIL. a' 4- HIGH m 7 •d °f x 6'X1 FOOTING LOWF,RED M ri%x~ °mo w :m° 4 b IO 1 w C ~ 2X TUD/SIIOWER o~ ~ 1 6c~0 I.S. ro 8' 10 1/S" r ~ ~ ~ Im ~j CUOSETWIItODASHELF . r ro l Jill RN DOOR 6'.0" C 12'-2" 4'-G" O b K ~Cw - - - Cy m O 6'-0" 11 ~ ~S ¢ O zzloTR~ F.ATrnaolsrlcorc LIC z'', " Ot I'o = 3 - 1 ' ■ I ar I ;e~ I DRYWAW-1 SHIE OKLY x 0 ~ ~ wE ~w E4 \ S 1 4 m0CC 18"DEEP FiADR TRVS,•E9ISx"OIC 1° YXISTRESMD Dy ADOVRwIf.-OIC N z~ p 'i0 - - - - - i DIMENEION3TO OUTSIDR C L OF FOAM ----I o c1 10'-9 L2" 16'-8" 14'•0" a s m~~ G._0.. o °E cr c m ~ z za9 y IDy m z of CO HC rO [M a CC p o c ~7wo Op ~y - y0'~ xt+1 n~ ~ Y to c OOry,"N4 Oz z p m Iy„I Oy+ X 0 p y y 0 oC~ 0DO 5 m ro H - I I r - LT ~Q O • - I 28'-61/2" 21'-51/2" 8'-6" -M,KODT I 60'•6" w a m a BUILDER: SPEER-BAST CONSTRUCTION REVtstoxs BUILDERS RESOURCE GROUP MATERIAL. ECMCATIOtKS.DIMENSIONS,DESIGNS i.MD PORVJ. w. y GET THE RESULTS YOU EXPECT WWW.BRGROUP•LNC.COM APPLICABLE CODE CGMPWANCE TO LOCAL CODES. 0 II Y Y Y BUILDERS RESOURCE GROUP IS NOT RESPONSIBLE FOR A.NY :a § N PROJECT: BARNES#2 102 HAGENDRIVE PHONE; 7t5.698-4781 MISSOJG ORi CORREUTINFORMAVON. QI DUILDERSRESOURCE GROUP OW'NSALL RIGHTS AND COPYRIGHTS ~t WOODVILLF W7. 54028 FAX 71 5-6984 793 OFTHISDRAWING. ANYDUPLIC.ATIONSOFTHISDRAWINO IS ILLEGAL i I, I I i i n c L m 'I WIN N-0 5/8" as Kim Nr n..N ~s ~u I Ihma Ali III ~i III III I ELI LII M1, ~ I Oo ~ C~7 O ~ I,I yN I C I!y ~ lC / 0 ;y z I BUILDER: SPEER-BASTCONST. REVISIONS BUILDERS RESOURCE GROUP NOfE.COATRAC'1'OWOWNUTOVERIFYA000Rnf.YOPN1, MATERIA4 SPECIFIC_1TIONS. 011fENS10NR, OBSICNS A.NII POR At-i. CH TO HLTLDERS RESODEICE GROUPNIS NOTIRESPONSIRLE FUR AW GET THE RESULTS YOU EXPECT PHOARGROUF-4791 ~SSINO OR NMRRE(T INFORANTION. a PROJECT: KARNES#2 102 HAGENDRIVE PHONE: 71&698-4791 x b1 BUILDERS REHOURCH GROIIPOWN; ALLRICNTS ANDCOPYRIGRTS WOODVILL$W[. 54028 FAX: 77$-698-4783 OF1'R15 DRAWING,ANY DUPIJCA'I10NE OPTNISDMWLUOL ILLBI;AL Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Building p , in rdance with Comm 85, Wis. Adm. Code ~?nty S~• Grir~ Attach complete site pla per ess than 8 1/2 x 11 inches in size. Plan must include, but not limited to. nd horizontal reference point (BM), direction and arcel LD. 6446- Please percent slope, scale or di ensions, north arrow, and location and distance to nearest road. ` T print all information. C"YoZ Re b Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m))`. Q G✓N/~ ( / ✓ Property Owner Property Location Kamm B40 Govt. Lot I/Lo 1/4 A/1*4 /4 S T 24 N R /1 E (or)o Property Owner's Mailing Address /1 1 Lot Block # Subd. Name or CSM# T ~ (4 ll L C? 8 city -State Zip Code Phone Number ) ❑ City ❑ Village 05Town Nearest Road wlsc 141 lt. ( r New Construction User Residential/ Number of bedrooms Code derived design flow rate ton GPD ❑ Replacement ❑ Public or commercial - Describe ti 5Y i2Fi)od Plain elevation if applicable Aj A fl Parent material -0/5 J lv 61 General comments r'u l D s Wt6+ G oYti Yh r /b> 'j a rr, and recommendations: -2 System Elevation T 8 p System Type FIIBo#ing # Boring ~ / t Ground surface elev. ~~Z ft. Depth to limiting factor in. Soil Application Rate / Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 Z - ---a Boring # ❑ Boring ® pit Ground surface elev/02- Depth to limiting factor v tn. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDKf in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Ef1#2 me C:>A r 1 • Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 1150 ' Effluent #2 = BOD < 30 mg& and TSS < 30 mg/L CST Name (Please Print) re CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 7 _ . 715-246-4516 Property Owner _ Parcel ID # Page of Boring # ❑ Boring ~f Pit Ground surface elev. v ft. Depth to limiting factor ZA in. E*Eff#l liption Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#2 Qs Z 3 L i SI X )VVY, a~ ~M .V O 61 o r K Ds v+~, a rq >s lp 44 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon 7epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 t _j Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mgA- ' Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R.6(00) Property Owner Parcel ID # Page of Boring # Boring ZN ZL Pit Ground surface elev. ft. Depth to limiting factor 1&n %2 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont: Color Gr. Sz. Sh. 'Eff#1 'Eff#2 S 1 rihf~ ~.~r+ 2 M G a-1 Z ION., V L C-1 14F If !o ~i F§ bs y l)& A Y I/ > S lD F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in Soil -Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring F-1 Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil lication Rate. Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence. Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 Effluent #1 = BODS > 30 < 220 mg/1- and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. ssn-8330()L6=) Soil Test Plot Plan project Name Kernon Bast Shaun rd Address 948 LaBarge Road Hudson Wi 54016 M #226900 Lot 26 SubdivisionCottonwood South 1 st Add Da a 11 /26/13 NE 1/4 NW 1/4S 1 T 28 N/R19 W Township Troy ❑ Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron System Elevation TBI *HRpSameasBenchmark Schwalen Dr B.M.* Scale is F = 40' unless otherwise noted 180' B-2 120' B-1 40' 0% Slope 0 J~, 0-4 ' No. , B-3 60 A, 462' Property Line 10 S); COUNTY PLAT: LOCATION $KETC EER49A8f 1. TEEN, FIISW COTTONWOOD SOUTH FIRST ADDITION SECTION(NOT T O SCALE) LOCATED IN THE FRACTIONAL NEIA OF THE NW7/4 OF SECTION 1, T28N, R7 9W, TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN. B EN70R CURVE DATA TABLE SCHWALEN DR. CURVE # RADIUS CENTRAL ANGLE CHORD BEARING CHORD LENGTH ARC LENGTH TANGENTI4 TANGENT OUT C1 233-0@ 61.0667' NS4'18'64.@E 201.17' 208.07 NW'6028E NSB'4126'E x C2 18710 911.6415' N13.87628W 249.97- 282.46 N34•402VE NeY•06'O5W L~S C3 SOW 281-4412 NW57-14E 120.99 386.4@ 834°4920W N45S4WW C4 SOW 21.367' 8276931.63 80.00 30.24' B84.49'20W 813°O9'43W AREA C6 SOW 91.2665 832°3@14.6'E 114.64' 127.80 913.OB'13W 976°1612E C8 60.00 1074736' N60'I969E 125.04 14169' 878°1@17E N01°Q360W TOWER ROAD C7 BOW WOW N23.6921W 52.32 d2 NO7'08'WW N49.54'62W Ce SOW 61.2060 N21-142M 3.32 N46.54'67W N04.25'S0'E C9 238.00 80°8109' N2B'49'99.6W 266.60 N01°266BE N82°01106W CIO 233.00 23.1327 NW1043AW 93.79 N04'E5'SB'E NIW4725W C71 233.00 48°17'40' N40°2515W 171.80 NI74725W N62'05% W C12 233.00 2749'47' NIMS628.6% 82.29 N272320E NOM27-W CIS 233.00 08°36'30 N19°OS66E 26.80 N272320E N16-46'60'E 014 23950 1513'17' N07.40'1,.6'E &5.78 N16'46w% NOO.2827W THIS INSTRUMENT DRAFTED BYEDWW FLANUM C15 187.00 90.1@W' N44.41WE 238.7@ NB9'6029'E NOO°2B27W JOB NO. 18-18 DATE 11111/13 WHESA CIS 90.00 3.43115' N46'18'01.6W 146.97 NOOK092W 968°60E3'W/ DASLE I I I pl I L I I COTTONWOOD SOUTt~ COTTONWOOD SODT_H LELD B_O~AS I I 16 i--- ( 1~ I Ui I 13 I 11 DRAINAGE EASEMENT DOC. #898291 I I , ( I g 1316.80' N99'60'23"E 88 SS DRAINAGE EASEMENT DOG. A83B231 319.00' NCORNER SECTION - 12.62' / I ..r ---209.60 ..........219.U0-•'---^' M7.53 8 24.1@ 150.60 w.L-1044.0 POND 1 q I zs' 2@ I 126' 2& I I I I °R+ ! I OUTLOT e ! H.W.L-10H.00 OPEN SPACE El I SABA 'E ,ee4 sO FT. ~1. , 7 Ey I I 11 1 297 i I g11 251 I 1 I •1 ! I 110 NW°6023'446261' I 4 WATER ELEVATION ON 75' MAYlOT14-10425 i I.g ! I- ! I I I r-----~--- i 1 ZOTc35 19 I LOT 34 I I LOT 33 ! I I 1 1 07,128 BQ. Ff. I I 2.00 ACRES I I 2.01 ACRES I gq 6 f 1 I 1 LB.O-f048.0 I I 57,126 SO. FT. p 67,6112 BD. FT. I I j LOT 26 I. I L.80.-1043.0 ({3L I L.B.D..1043.o ! 1 j@ I 75 I ei1 BaFr. 305'(1 126 \ I 1 ~ ~ I \ i I vp I I I / I 1 ! 1 IS 1 j21 B.M. ELEV. -109715 471.91' 74.91' Now5l)WE .111 13 •--•--•---126' o 4v L-- - ''w~,7 \ \ LOT 27 I Wy NWW23-E 467.78 ~i \ \ 2.10 ACFE6 TMPORARY CUL.OE-B4C , ~ ~ ay g \ \ 1y e7,122 SQ FT. ~sEoT€B~ - -SCHWALEN DRIVE Ners0E3E467.38 72, / 1 \ 8111.84- ._•.-•P-• 47.9@ a5 B\\ 1\ \ q3i, r-•-•-._ sa29-' 4zB 19 9 I r--•=-'-•- 1 \ 111\ I-•-~---•-•-•--,.~,r.~; L[ I •~D,O\~ ygI WI s I LOT H 175' I G1, I I - ~•y\ s' ~I 31&1 ~I I 2.48A 32 i I 2.00 ACRES a 4 1 1 IRbT ' I LOT 20 it 11. 1 e7,106SG.Fr, Hl 1 fe pl I 2 00 ACRES 106,236 SQ. FT. 1 I L.B.O.-1054.3 1 I (1,b1~ ` $7,112090, Fr. 1 + Qj 14 1~QJ 4- J J17.16`_•-•_.-.-.J C4 ~C9C C7 - 3I P7 f7- V,N L. _A~2B2.09'- B ~1BB•e@29•ESBB.79`. Y "I I B',~j OI 1 1 d 1 R.&p - e9°6023E396.1@ k, pl I I I 1 \ \ C5 ce / r I I 91 i I 1 \ ~S 10, II~~ I \ 9 / LOT 29 SI 1 \ 1 i'/ 02. 146 aESFr. I sl 4 i ZIi A ! I _ - _ - N44 4@u•E uza i z Z I eV'°.Ip16 I B.M. ElEV -1074.17 $ '-NWWWE 406.9@-.- } b LOT 30 13.65 ACHES ( 590,196 SQ FT. I NOTES: rS ( 1 TEMPORARYCUL-DE.aAC ISO Y I I flEMOVED UPON ROAD EXTEN I FENCE LINES ALONG THE SAS PROPERTY LINES HAVE NOT a] ( I ALMOST AND ARE ALMOST NON 0087E AREAS WHERE FENCE POSTS; ' ATTACHED AND THE WIRE RUI ! s NsowwE 1240.02 ' 936.84' 197.22 W 1 9.21' OPEN SPACE "I,80 10.44- 904.19 IS&W CAES E S0. FT.) $8W8422"W 1314.97' SOUTH LINE THE FRACTIONAL 1p OF THE 1 24.05 5 ACRES UNPLATTED LANDS OWNED BY OTHERS UNPLATTED LANDS UNPLATTED LANDS i` 16,03 ACRES i OWNED BY OTHERS OWNED BY OTHERS -RESIDENTIAL TRAM CHOICE I S114 CORN SECTION 1 LEGEND I 16.03 AC. ALUMINUM COUNTY SECTION TEMPORARY CUL-DE-SAC DETAIL CORNER MONUMENT FOUND '13.55AC.) E MASONRY NALFOUND V" tp• I SETBACKS {6 AC.) 1 TDR E O.D. IRON PIPE PotINO LOT 34 FROM SIDE YARD (LOTS GREATER THAN 2.50 ACRES) = 24,05 AC. ■ 3/4' IRON REBM FOUND 26' SIDE YARD (LOTS LESS THAT 2.50 ACRES) NWE029'E 467.7@ 60' REAR YARD (LOT8 GREATER THAN 2.60 ACRES) 1- LOT 29 EI 3/4' X W IRON RESAR SET, WEIGHING i 26' REARYARO 1.W LBS. PER LINEAR FOOT (LOTS LESS THAN 2.50 ACRES) )T31 1 1/4• X 151RON REBAR SET, WEIGHING N89°6023•E 167.30 DRAINAGE EASEMENT: I - LOT35 4.30 LBS. PER UNEARFOOT NO OWNER OR RESIDENT SHALL DO ANYTHING, WHNk1 WOULD INTERFERE WITH OR C 4 GET{IE q ERATpry q COMPREHENSIVE STORMWATER MANAGEMENT PLAN, SEDIMENT AND EROSION CONTROL PLAN FOR THIS PLAT, I )1 AC) • _ . BUILDING SETBACKUNE IS NOT LIMITED TO, BUBLD94G UPON, OBSTRUCTING, ALTERING, FILLING, EXCAVATINGOR PLANTING W ANY DRAIN Al STORMWATER PONDS, WATER DRAINAGE DITCHES, WATER RUNWAYS, WATER CULVERTS, OR BERMS. 12 WADE UTIUTY/DRANAGE EASEMENT ' (5.46 AC.) PROPOSED DRIVEWAY NO POLE R BURIED CABLES ARE TO BE PLACED SUCH THAT THE INSTALLATION WOULD DBROTB ANY 6URYE1'@ VISION ALONG ANY LOT LINE STREET LINE. THE DISTURBANCE OF A SURVEY STAKE BY I OF WISCONSIN STATUTES. U TIOUTY EASEMENTS AS HEREIN SET FORTH ARE OR THE USE OANYONE (2. 5A AC. I PUBLIC BODIES AND non,u.nxeeacue.rc.., .-cc-.^. UTILITIES HAVING THE RIGHT TORFAOFTNFAWA