Loading...
HomeMy WebLinkAbout030-2157-14-000 Wsoers n Oeoa~ment c• Commerce Coin:y° Sare'y any ti.,im~nG Jrv s or PRIVATE SEWAGE SYSTEM St. Croix INSPECTION REPORT Sani:ayPer- I No 605118 GENERAL INFORMATION (ATTACH 10 PERMIT) S:atMal, D No. Persona'. lwc,maior you Prcwae may to .,sec for secc•idavi purposes;Pvvacy law. s.15 Cd ll:imil Perm! Hcde,s Name City Village ICU^:SMD Paloel Tax No John & Michelle Schafhauser TOWN OF SAINT JOSEPH 030-2157-14-000 ;ST 11.1i. lev I nap. 3t1 Ebs' BMI Desnriohnn SeotioniTcvrt^RangeJejo No. 16f!), 13 YV\ 1 29.30.19.3157 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER ~iy CAPACITY STATION BS HI FS ELEV. y Sep: C , Benchma'k 3.3 Z 163 3 /an Dal Alt BM l_~ F s CAF r b -14A-f z 3 /e cZ Aerahoc Bldg Sewer Hold~rg SVHt In et 7• IS 9e, • r7 TANK SETBACK INFORMATION SVHIOullet 75 9S.g7- TANK-C Pr_ WELL BLDG 'en: Ar Irlake ROAD DI Intel Al \ \ Septic > r ANr ^ 1Z ! Dt Bottom ~ Dosing Hcadcf: Man. _ g•'I 9~l. 9 z AelatlU'1 Dist Pipe 1 Holding - Hof System PUMP/SIPHON INFORMATION Fina Grade 95 • rz m, 8 rZ. Iv.anufactver Demand St Cover Go 7 . 3 OPIV ~Q , 0Z Model N.r'r'be. 1 ~ . T ! 3 ~ 7 i Q TDH Lit n C:ion Loss System Head TDH Fit - is z. 93. r2 Forccmain LengPi Ula ups: to lRetl j IOIo ~2 .7 SOIL ABSORPTION SYSTEM BEDtTRENCH L',9cP' r I en;l-. No. OI lreneres PIT DIMENSIONS No. Of Pes I-side Dia Liq.,id ?ep'n DIMENSIONS Gx 3 tesA SETBACK SYSIEM 10 UO PiL BLDG 1WELLLL(7 LAKEiSTREAM LEACHING %•aruractur INFORMATION CI CHAMBER OR ~~F-r 'ro Sy9tcm \n//I A ~ ~onvj! 7~f /a /UAW /v'~l uNlr ba' 'urr'ocr ^ IM J DISTRIBUTION SYSTEM Qal Zd b d-eb = H=ace4r folr S p , 1 Ipigrlt Abe' lfolc Size x i--e. Spacirg VG'LtC fyr Iota leq'.n faa Le`rel' Doi Soacrg SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Dep'h Ove' Dept" 0'.e' xx Del of ex Seeded+scJeed u Malche~d~ ' Bec"^rz_n co"tef Gadrlrerch Eogos TeDsoi'. ~i. vex No COMMENTS: Itirclude code discrepencies. persors presepI etc I Insp for N' Insoectt or p2 Location: 432 HIGHLAND VI~E'~.p- ^!~1 tin t~.r 1.) Alt BM Description = ~ UX- 2.) Bldg sewer fength = 13 -amount of ccvcr = y /$'~!0/~ Plan revision Reduired? Yes ri 4 Z5 I ~ ~ 8,34 -71-5 Use olhe• side for additional informaU n. l Insepctprs SiyOatu'e . SBD-G'NJ ;R. 3,07; Dale Ced No i P-AJLD msior. 5-4 20 ( X IDS 201 W. Washington Ave.. P.O. Box 7162 s .asrv Pnnnil Nundx: rm be L:,a; in b; Co i p Mecison. WI 53707-7162 (o 45118 ans,n N. 'Sanitary Permit Application ``°`e f` "`i° ' In aroitlanee is4 SPS 38:321(2), % :s Adm. CoJe. snllooss o of Lhis for n to ,ha Vilropriec govemmenhd wilt is recui:ed poor .o eblai:unk s~.vruy ,.cmlh. Net:: Applnati.n.i~rms hi. stutr-eAueJ POI';TS are s-tn"c`d to °reicc: AJdreas(if lift-crcnt than mailing xJdressi t I1cpar icto of Safntq and P of ssi ual So Ics Pcrscnan nfu:wafi m L: m::dc nix,, he useJ ful s - aLvv w os -s in ae wdancc with the Pro, Law. s + o4i I it nri SuS A I Application Information Please Pnnl UI Informal: _ 1 ~_L_ ,T"('f.6 ric - - Prop<rtj. i tsn<r's N:m;c / P::ae: k ,4Sr (Z D3~ ZIS7i~ oL~ ©N l1.\~et{(~~~~ S'c+1 fl F0 P:o; eay Owsccff•; Maihng Address p - Property Lo:allnn ~ / 30- 1 e' 3 ( S /0 RLL"16 e),qKs A l L Govl Lot / Ci State Zip Codc Phone Number IVt Seenon z W BO D$u 2 y ,u , V S S Z R ~i .w<;~~ loin T. oU - 11. type of Building (check all that aPNI).) tK I or 2 F:unily Dwelline- Number of Dcdrocnts Subdivision N:w:c OK C.p LIµIS E2 L(e C S t ❑ PublielCommcrcial - Describe Use ❑ City of ❑ State Owned- Dc ,zinc Cse_ -w C'SM NwnSer ❑ Viilage of i Irnc~'.a~ o~ 10 t~ ~ c~,` d`~f,,:,n nt S-r 'SoS~~~_ • IIL'1'ype of Permit: (('beck onlyone box online A. Complete line D if applicable) _ X ❑ RepLece:arn: Sysicn: ❑ TreaunenVliol&ng Tutk Replas:rt<::1 O:ay n Other Ainditieauur. :e Gx;;ang Sy'atem lcxpla+ni SYSI Ci IL ❑ Pemnt Renewal ❑ Pcii .it Revision ❑ Cha:+pe of }'lu:nbev El Pennil"l i:ma.rf.: In Se qI.List Previous Permit Number and Da:c (ssucd Hcfnrc Fspimunn I Owner (OC1 n - (_{J tel. f! lb' - •vstendConl )onentlf)evice: Check all That apply) Non-Presswizcd hfi-Ground LI Pnasswized lo-Ground ❑ Al-Grde ❑ %luund 74 on of nthls nil i lound I2J m. of suitable soil -3 Holding 1'an< crsal Component (csplam) ❑ he"Amer` Ikvnce (cxplain)__.A 1 V. Dis ersaVrreatm nt Area Information: Uev Cuss (gpdi Drsign Sol .lppl('nu +t<I""<'1Y Dispu sal Area lie uia.: sl• Ili l -r;:a A-ca Pivpus $ seem ovation ll, :12u _ c~ 615 ~z ez lam/ t~ Y3 9z,S QZ t Ibtal ofy `:F.c mtachccr n , VI. Tank Info - - l11a11 acity in U i Gallons Gallons Uniu U`4 New Tadrs EaiswW Tanks w y Y e`: 'i l ( - ) Ltirg Tam ZCro Z fl ~N J Clw.uba lit ~ VlL Responsibility Statement- 1, the undersigned, assume responsibility for installation of the PUNTS shown on the attached plans. Plumber's Nlt:nc (Print) plumber's &gnamrc 7&AL:Ji6 M.o&:^r I R:s:ncss Phonc Number 1'.waba'SA less(Succ%Cir/, Sutc,'Lip Cndc) - L- c ~L'0j1L4(4 ~I SyCil - - - - V'lII. Couutv/De iarlment Use Onlv Appnovci sgprv: PernhtQFcc Dale ur Issui:: _ecnl Signature .cil~t Rluson for Denial a7,17of IX. Condi ll forDisapproval 3 C4~ .M J~ ' 1. 6aeplr: tank. rsllkvn IIROr tthl oitiperr;, cell rust all be s,_ir -•c ' r,tz int&;; tL 9s per :narayement plzn yo ndM by plumoe... I p ~j tJt ✓ or 2. All - .,k rec (.it i,-ens mrit w r- a(H, it e O I~~ 1 ~O as per liKicnbli c4)6! r: rd:~.l tee*. r t „c Attach to complete plum for the nptem and submit to the ('aunty only an paper it xs . 8t7 a 11 ioab io. r>~ ;L I ; 4/~,,~ SDU-6398 (It. 11:11) s z(1 X-je- Z, jQwli(dta~ r aQ-0- Plot Plan 0 PROPERTY OWNER: `'l r+T -'F~.Lr w = 1 40 FT. ' : 5C ~ri r ' Lei ! (except where noted) Legal Description:- trf /d WH15,1a VX « y :A-ra N w I backhoe pit r, harms( LtliarJ:: ~ L'U ,3-m . jQr.J TCg itf CJ= -7 _."•S_t'- ~'f ``i ~r ~rr~ 1'~. _ - ~13x f-Ir~~~ ~.v~ v • ~~+1 North ti. ,r. ~~}oP( cwt. CJ 1 ~LL \ ua } Site location: \ Zy IZovS+` _ - c l,, 1,7, F 95 1 / CONVENTIONAL COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Pro,eo: Name: Owner's Name 5-CHAEM09 (SC /Z O,vler's Address: r.-/ / Z_ 9 t't r~ n ' U O> A ft 5 < r2 r L - 5'i+F 4DoP- 6.0, S- FII9HL I-JD Vr'C-.W Legal Description N 0j s v J S Z c7 J IZ W To'rmship' 5'+ :50am {e!/ ;Aunty `f2 G (x Subdivision Name i t~ t{ I S, z ` R L L- c- y > 7,4 c-s Lct Number Parcel ID NurT;ber G ? G' Z (S 7 e o Page 1 Index and title Page 2 Plot Plan Page 3 System Sizing & Cross-Section I G wt e-K Q FL KS Page 4 Filter Specs cl Page 5 Maintenance Information Page 6 Management Plan Page 7 St. Croix Ctv Septic Tank Mam!enance Form Page 8 le'Varranty Deed Page 9 CST-0 or Plat Attachments Soil Test & House Pians Dasigne~iPiurnber CL SOnJ tense Number Z (Y -t i' Date: Phone Number 2 73. Serf k Signature Designed pursuant to the in-Ground Soii Absorption Cornponerl Mania! for PWVTS Versisr 2.0 S8D-1U05-P !N Page 1 Plot Plan PROPERTYOWNER: I61-1F 14, 1• = 40 FT. (except where noted) Legal DeSCTiptiorl o-l 1~1~ W#15Pc~2 V~1 t t y L'`~'r17 N lV `~C: pr yi -baclehoe pit _<:Zq .r3Jnlr K'A:J T.D' •1 07- - _t2 = of - North NGtral l N~ t~) 1 LL, {c4r +cW o u \ f C 1 LL a 0) 13-1 9 Site location: _ z~` iz~s+ ~ 9 1 ALS Pc \ s t 1 rr~:ri-<e~ -a %l~ureei - 1- or 2- Family Dwelling In-ground Soil Absorption System (3-cell Conventional) . Caily waste:va:er Raw (DWF) _ # of becrocros x 150 gal;'day/bedrocrr. _ _ L L , eal/day Design Loading Rate (DLR) or Soil Applica 'on Rate = -S~_. gpd/ft ' (per SPS Table 383.44-1, 2, or 3) Required Distribution cell area = DwF ~ CL~aI/day ~'DLR i 5 gpd/ftZ Z CrO (t` # Chambers = Required Distribution cell area _ttJ ft"', Z- ft'/ unit EISA Chambers Chamber Manufacturer and Model:, _t, ~ LtaA-cc.; C~ eLtcr 41 PLAks :ctual Distribution cell area = Required cell area I Z-OZ' ft' r 7 , 3 f--/ unit EISA Pnd G:n Pair = 2/S fh Cross-Section In-ground Soil Absorption System (3-cell): " Schedule 40 PVC ve:It pipe wTh vent cap r i2 inches minimum 12 inches m.nimum`i J\~,~ II`\1 q o~1u S~~ I ~:y I -1-ft T3 Final Grade (FG) _ ft T1 FG 1T y _h T2 FG I Z inches Sci:Cover J -~7 ; % /'i ' '`J 1 I. Z inch Chamber Height Trench 1 System Elevat•.or Trench 2 System. Elevation Trench 3 System Elevation 1?. it ft /Z; S ft ~ft - .h to lirniting factor iench Separation Plan View In-ground Soil Absorption System 3-cell / f T~ f 1 f j Ir ,,r-t. t / ft 111III I ~II~II: Illl~~lllllill I I~~IIII~~~~ lli I'll ~lii,ll~._. i eader,i I -ti- w J desiCn as ft I I_~•a: hir'g Oi2ir6Nrs 1 i needed. IIttIIIIffII IIIIIIIIIIII r I I -~~iihTI TI IZTIiITIi ~IIITII 4inch Header 111 !1111llil Sch. D Trench 3 I~~ I I Ij'~~''l~~l~~lillliii III►►It~!t'►~~Illlll~~l~ lli.~ III V-, tt •.vnn e..d camps i Drav: O for a Vent and for Observation Pipe above. They will be located It from :he end of ihr• -61 Vent pipes shall be Schedule 40 PVC and extend at least 12 inches above finished grade. Observation pipes fliat extend above finished grade must also be 4 inch Schedule 40 PVC. e' 77 "Al JY Inn z •y.~;; 4,,, . ' . - - ~ ~ o • • • w ni 1.-d~ - 9; kr~ d q IA:, a4 9~ is sE c !gyp ^ 'r(Ij~ V Y ~T pyJ[T O r } a 3. ...r /1 ~r ~~`a v h 3 r n mama ~Q 1 n f.,r._ t r~ c y. r/ ~ < O o ,r S'° ® yyfig°$ stn tsFr W = is fig. ell Q. k `t J9 n~~? I~j Y.A °6B o ,r O m p a n~ ^ J O J L1 W I_~ p R 4 4 o.d m~ m$ nm ? FQ o~ 0 0 p i:~Hl~'•s'✓G?r r `3a j°m am R_°,imm m Y~ } j ~:4i 4 a m =r c) v+= c 34 T 5 7 c i wEoZS r1Tr n~ 3 o o i n na'lLg ~4 n o J ~ - 2L~S» J B i!Irl a n f 3 ° c R g c y c N a 6 3 3 9 m} Y 14 n .pro gv. I, ~i `Ul ,l stor:t i ~ .-L b S ^J. J.~ O s:: R J f.G ~ S J y 'i i POWTS OWNER'S MANUAL & MANAGEMENT PLAN 1 FILE INFORMATION SYSTEM SPECIFICATIONS Owner > Septic Tank Capacity ! 20 u al 0 NA Permit Septic Tank Manufacturer LU f~SiCR 0 NA Effluent Filter Manufacturer 0 NA DESIGN P RAh1ETERS O NA Number of Bedrooms 0 NA Effluent Filter Model Number-of Public Facility Units ,V NA Pump Tank Capacity go o gal 0 NA Pump Tank Manufacturer Lk) f(SER 0 NA Estimated Ilow (avoraga) ~fda alyday Design flow Ipeak), (Estimated x 1,6) 0,20 all, e Soil Application Rate d Pump Manufacturer O uL0 O NA al/day/ft" S Pump Model 0 NA Standard InfluonVEffluent Quality Monthly average' Pretreatment Unit 0 NA Fats, Oil & Grease (FOG) 530 mg/L 0 Sand/Gravel Filter 0 Peat Filter Biochemical Oxygen Demand (BODO) :=O mg/L 0 NA 0 Mechanical Aeration 0 Wotland Total Suspended Solids (TSS) 5150 mg/L 0 Disinfection O Other: Pretreated Effluent Quality Monthly average Dispersal Coll(s) 0 NA Biochemical Oxygen Demand (BOD.) S30 mg/L 0 In-Ground (gravity) 0 in-Ground (prossurizod) Total Suspended Solids (TSS) 530 mg/L 0 NA 0 At-Grade 0 h1ound Fecal Coliform (geometric mean) 510' cfu/100ml 0 Drip-Lino 0 Other: Other: 0 NA Maximum Effluent Particle Siza Ye In die, 0 NA Other: 0 NA Other: b NA ❑ Values typical for domestic wastewater and septic tank effluent. Other: NA MAINTENANCE SCHEDULE Service Event Service Frequency ❑ ) ear(s) month( s Inspect condition of tank(s) jAt east once every: p (Maximum 3 years) O NA Pump out contents of tank(s) n combined sludge and scum equals one-third (Y,I of tank vvlunto 0 NA ❑ ) month( s Inspect dispersal cell(s) oast on ce every: ® ear( s) (Maximum 3 years) 0 NA Clown effluent filter At least once every; O month(s) 0 NA 0 year(s) • 0 month(s) Inspect pump, pump controls & alarm At least once every:'+ 3 B year(s) 0 NA Flush laterals and pressure test At least once every; 0 month(s) 0 NA 8 Y~ ~ ~ . ear(s) Other: 0 month(s) 0 NA At toast once every: p earls) Other: - 0 NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an Individual carrying onu of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; PON/TS Maintainer, Septago Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks cr leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to chock the effluent levels In the observation pipes and to chock for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires tiro Immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one-third (Ys) or more of the tank volume, the entire contents of the tank shall be removed by a Septago Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at Intervals of 512 months, shall be performed by a certified POWTS Maintainor. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. GMW (410 1) START UP AND OPERATION For now construction, prior to use of the POINTS chock treatment tankts) for the presence of painting products or other4n cult that may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(sl removed by a soptage servicing operator prior to use. System.start up shall not ocour when soil conditions are frozen at the Infiltrative surface. During power outages pump tanks may fill above normal hlghwater levels. When power is restored the excess wastewater will be discharged to the dispersal cattle) in one largo dose, overloading the colds) and may result in the backup or surfaco dischargo of affluent: To avoid this situation have the contents of the pump tank removed by a Soptage Servicing Operator prior to restoring power to the affluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls tc restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet dawn slope of any mound or at-grade soil absorption area. Reduction or elimination of the following from the wastewater stream may Improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundaticn drain (sump pump) water; fruit and vegetable poel(ngs; gasoline; grease; herbicides; meet scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS falls and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: ' a All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed., • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. a After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled w1th soil, gravel or another Inert solid material. CONTINGENCY PLAN It the POWTS falls and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: ❑ A suitable replacement area has boon evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be Infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area wil; result In the need for a new soil and site evaluation to establish a suitable replacement area. Roplacement systems must comply with the rules in affect at that time. ❑ A suitable replacement area Is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be Installed as a last resort to replace the failed POINTS. ❑ The site has not boon evaluated to Identify a suitable replacement area. Upon failure of the POINTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area Is available a holding tank may be installed as a last resort to replace the failed POWTS. ❑ Mound and at-grade soil absorption systems may be racbristructed in place following removal of the biomat at the Infiltrative surface. Reconstructions of Such systems must comply with the rules in effect at that time. < < WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON 'FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POINTS INSTALLER POWTS MAINTAINER Name ~QG c-2 NCL$011 Name I Phone - z 7 3 - -7I-Zll -1 { Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name T6H4vv5cn/ yANlfh+ro'✓ L Name S4 CRDIX ZoA/l Phone 7/S-Z73-5St( Phone 71y-38k 90 This document was drafted in compliance with chapter Comm 83.22(2)(bllt)id)&(f) and 83.64111, (2) & (3), Wisconsin AdAnistrat'va Codo. ST. C R `I X C01 "'I 1 ~ :-IiT*I'IC' :IC `Ni IN I t:V ,Vt'I ' I . II AN O nccil;Ir:cr OWN 4 M iC Hi II(' `~C hAF {f1~ U5GL~ Rfai;in~~..,-LIn 1`('04 J-a (`„IZgsv,Q f;ri!:IR,aiI,_ ~ Weq~v3ati'~ 1111 55(2Y ?I r.c.rtir .dr,-* I_>~j, I}CIO t}I~NA~ V~.L~ //lL/^_1/ IIi'n I `-::IIT I ir:I uR /oiit f1-ai l~i~ w'oIF neu 1.. 11.I .,I:.i (,C) I I'I (7Jt~`•~1~ I I `f tSC) Li?G:A1. 1) , S'( RIV VI(IN ( I~•r.::i:,-l'a1 wti,s~~~;~_ v'AUe~~_ rrsi-(~t~S _ - - r.'.. 1 f „it I+tr; e ( trufnd%ilracr ll:ytI- At Try 10.1 DvvIi ~G o /Q T O het; t ba?j','': 1t nle . I' rc 1111 \IAINU1'N.AN(_ N1) M\ NU 1, I'i: l I_FI(.A [I()\ I ~ . J :T ❑.c .!Ill[ III, I T T i' i r. i I : I:.,I 1 i;::c : i.: iInl I',,.I,... ,,.1.L.:. J) `111110Ut Kk +...::1.: L 3i.ac, ..INT.- ! i-~, Ih IJC:' ❑IT -I'_ IT uJ. _,Iili-.' ..,a slCcrt d:e nx'li::'n oft Le seplie t:nik as a ^:.m m suve m the warte dIs osal -w:n i)'.,.rt mi-uznanv, -ni i teti are s caifieA in tat =.?{I I aid is C A II ur 1' - St. C°oix Cour.V Sanitary t Ir:iimme. I- c prc..>ctt n +I r gI;x Crr'ix w Ia; 1':atnn•_ ' :.,tic, -)e par: n of anti a alion kvt I :,.I d o:. ti-:. gyI. l Ad i+ ~ I .o •uar pl l IF :untyaia:I PI.I I Ie r 'tric:ed l,I I It p1nnpci % el;;-. I „ t o the oa-sire t . 'spo~.u. s) A n is itII :rn-_- t opernt _ .ol,;n ir' i a a,.cl na~e~t +r sni pu airy it :I ay). tn. ~.ptic 1;111,: of siud}{c. . Ae :nd:c I n Vro•. ICL_ III aho e ra:airan +.e end a I .t. in mai:uain the prnale tag kpola! s,.ten, old! the. Anh, I:er; I_ a -o br he Up:AFnIn .nt Wm Ay A:vd lh'o„s: IuLal iv l .:es an:: the I Ivni.rtn enl of Namr I Rcrotirces. I'. ,Jlial. .'i'.IUh....:i':;n S=19 W M }nI 1 Se l `'.c,lM La n ml I:t„inraNK :uwr be &MMIC:rd If& IC:]a'aec lit thr Sl. CJOD: Inlan &7i'Aa;li~par:u:nt+ritn„ n I'•v;,>711 .r1-I.e;yvaA p'raonlaw. I AP 1`cn ' ll ' 1 i I L:.,~ t n ?II: 4 n I I: I c r:crai -.h :?,.aia rhr L~ 'van€/r'gI' Itl~ bctlrl~Int: ? 25 /ee u..I ilu (cI I. na:: :--nay' I •s]IT ill Ill :tl t'ar> ; fK I':i,= :,I'• I I~t:;:i:I '.:•:,in:. IrpzrancaC. "'r' •a'cc ccl::iieal <a; •;°e may is .rCt Otis' appc<hiat a I - -.t.:+ .::d 'at ,nl , dw:: a;I l Ih 2 rjs.r O . l1 ro. , aLt:u r.n =ECi ~-i f' I- ~,n1P ~ tip, _ ice''.. L- ` .1P1'RC'{gip LG_K'. T,: A FRESH / I - I,_ = A,Kfit.67 SEAL .I~ 1 r a v. t :f. XYR-NO 'C14::- -I A ~I F ;sy A_AXM C nnl, I :II b G Imo?? C.iS a:11 c3.~U : I 'I' T~ L4 I, J .U~CKL"i ~T_~ r IL F:. TANK ~"'k-U,KTLRNK HAS LU:H AP.'n:.': AL ~EC'JO:tiL _l?:1C2 ~P C',FICA.' COJL _ Tr. 1:K; ;^.AIJ OFAC`U K%K; 'r.y l_ - L~ ..I - A1G CCK C. UL`. L.,:_ CR d"..A-- .:AA:K ~!~C: IT/ ~'t~ _G+LLJKb CO:C CC_:1MC GA'.IONy ALAK.'^. f+.A/,IUFAC I"UhLR: ?=-T'~L~ .:lt- _ _ CArACITiES: A-.414LP.CS Cn.~. i.ALLGL': ^ 4~r •,W". TCH TSB:: ILL-~'4-F 8=~._.Li.a:S CR vi.LJUS ~Lk4L(~ C=7>~>!2/wuoUS U ~,Pl:'H:S 0:g L L.-1'47ALLQ1.:5 S',.qI I J .L Ma L4L '..:5.nARGE RATE ~v %PM INSTALLED O%Q f-P°,R.4TC C1KCL!T6 YVACAL G:'; CKZK; C DE'WCEU PLP1POFf AU_.DiSTRt$uT:ON PIPE..LrEET i M.IA:iY~L`", A:Li'wUi~.SC $U?PL9 . . . . . . O FCCT . ~f I' L. f to h[;;T . . ora C~ JAXIC, h: AO F<<7 - TIy tlI l!P LTi li 61 , gypp B. I~ M 'Y rzf Plus Standard Chamber Side and End I rrrcrl Lrrl rH - i TiI if, I IIri1 hxsll~<~~I I~~I I~~ rl r 21,1. b..1 I II7,b Iva:. Iln i,` V.YII I ' y-'1 1.-_ 'i'llc,`~-'c•il'•-.`I1-`~~~ 34"---. `riIA4 Plus All-in-One 12 Encap Front, Side and End Views 1 tea. • L53"N%ERT 8' INVERT 8WVEy~ `--162. f _ 33• _ Quick4 Plus All-in-One Periscope pUYNk PL.S ' ~ LLy pN~ELF:iCbl'1~ . 1[ i"INVERT 1 11 ~x~ 1' / I JI I~-al DU.P e': l Quick4 Plus Standard Chamber Specifications S zc x I. x Tt ~ " x 53' x 12r (86 cm x 135 cn) x 31 cm) i Invert Heignt 0.6', 5.3"1 8.0", 127" L"f`e;-i•:e Ler wh 48' ;122 crn) (1,5 cm, 8.4 cm, 18.5 cm, 22.6 cm) { INFILTRATOR SYSTEMS. INC STANDARD UFAITED WARRANTY nl tl c v\.:<ni n c, np el ra.M1 annP r,f (Vat. n...y_ , J •re1 aKPSSnr; r I--. r•: 10It ' ; 'tLTS' lwn n.,ri lv I mN '':p IIIIIJ <•alT eIJ f - -tti s R 5:6 - - a c C.n , tL . ul sr. 1 15 r,,,nJ I IM <(]r'ai V 18-.-. .l -n(t - aI.e18 :n mall -Ir]:, 6.m.,nlP aV.'v lleu'ihe J6le4 VI fr35UC. r.f:, UH o,, 0Y 11 tt.IV' 0n II: ('On, C.: dill. a I Ol: l16 •g at c. 1. It ! 'It I I r aE-61 4- i -t'e9U'BJC I U - tlo' ten CmnP Ces EBr pP t at) I' ] 1 s l r II'Im II 81 1 al j t I e t Hea 'aar'P SIn UIf I 1 1 1 e nc 1 I lil I fax+..f II Ik J Je RI :,au, I wvplx rl. ¢ U r. U s tlln T IP, ii I.(il 1 t) Ltl cm' - { LY II l i 0 / dr'dr Inl BtOri 1~3C i II SGeo 1 a0) eCl L t \.a I I Br1J & 6ittl 1 I ,li_a I tl U I I ;pjlhc_ VT53 Y«tFR. N.L oP.-vrlES.:.I t&'.P t,r.'W ;m A1.,i LxLL:.a1.E T 7rJiICF1,^.1gHLR LAP9AVf ES /.Ir11Rr.`CCS:I °I IU IHt I fNI S, ItJC 11DIN0 4:1 V '.IC^_ \IU1RrelNT lC'a 'J t'li~r•Atl"0.y, -T1 nR rl'Nrrs : C:1 A PA:I"IOVLaP I'1.yPU<e h4 i nits n ` nc'Ula a1, 11 x J ailep Y:arlt.-'; INFILTRATOR' -ces n: xl t J ,I < 11 t l ..`a: r tJl eamages I It 11- n I r I I'. t I' _ re., Ilgmd t)7 'f " _ vUU 1,,.. .'>0\di.,a kiwis aCUtmW,ralal alp .C neac_f llu.:.n, vvVV 'CI f6d C\ ntl N 71411 nr,: rll.f 1. n:y 1I Y. 11. r G3EtL.'JIIV <ru 9lvT. INI'I LrI'la l'iill I li 'I Jd ..4.1.1 Li.lVf tpmyap'i ALT.nJ '1 '.L. ,L b::Ci.le":, tr E.:d FhbiP ~ V•t'Lyle:..'.JIhE.nis.:,PVrac..e^~C;P.,Pal,:eh,iPUplt :Vr.: '.I ::Mhi_Ilea-.: 0F1n-.:Ied nyn8l^s:61$tl0 'IU 'a'Ule ' 1 10 1 al tl I Irlll: 1..111 fl(:n"II C-1111.1 In? I'll. lr IM. 1: „I,f11'I - 1 y ',p. api am I r1 c r < matt n b~J (e Fir, r s'. • l.. nu.. r'58 { IM1P II ti I Ira, s.V! c 1 r U I I t, r r 'OOP : n0 Bx ' ; I I it -asP dlsp :.1. Inpr f p. t:< 1 a. I rot c,.-,tLyl nu r t -L /arra 1, nI J I11f 1 I -r Iii ma'd: , UII ,LIr :V T 75 ne..eli.:fsIi lnGplStU LV:SGOr.,.ylo.-.....r.:1-;).:t1.11 ^eWnl, ih. IjnL ,rl- ~L'.•.FI• 'I-I.r rCi.. Ali Tali IPr'ns aB tlh I. It t, I 'r e f r\ I, r,.rlh 1, i thr] p q 1U' It °y , r I I ( ( IC"l l'l L Vel a ' p! t $Cll tl IT "i i t it, '311. VC, I L eI V'xti' , I 1f s;a, .pots ':I tll..:'n;.r, <atl. u. \vdM1 rr 'I aii')s_ uc itr-it , I dr.:::...Ib-. aI:VII..jtIa Ixa.andlnr I, -,it: ! ns:aauar 1. u1, 800.221.4438 ic: wo leorosrnu:: r.W.d n"Aral:. 1'.s Ii I ll.:haugeG extent) ms Lmdr, Y.allamj N.:4:"larlli :ryPLas tc a, y C3nv cnol lhe, im www.infiItratorsystems.com cog 814111 ~ i Tnp abp a nq ran 1 I t 1 it eII) IIe! ':1 A I 11-61.!J , e f stales and Co,AI E 18M h I III "ejc OnMI A., 1 a "I li- 1 IJ' -P: dt f S . ll .-J4 Stfyl. 9 IO 3 FG. K. t prof 1, V', p1:1 t _a.h v_',.19 Ic a 15 OPV J Ire appl a Mar r Eh„10 alt'V IPJc I I 6 r .r y or I t P 1 1 I cl n, y . I ~ - 1 t. i.♦ ~.-tl r o o {N"` i7k'v _ I ° f I.~,'..ti it x~~°t,~. ~Y ! ° ~ Y u i,F,,,yS la'rnt5c:59,6c1, S. 0' 1.pn 1. S, ISb.x SC. ;1;l':._ r It. 5 41C1G59. 5.5 LI S 7113.10:: 5(Ie,TxR: 511!,44 n. I le'S. t,J',: LK,a ~+v» liht I' ,Jrc. i, It el J _r " t :..W F J s _r 1. :I I tU J t t' r1r k r , , 1, I ~ :.1 0 . i. te! il~il " I ve 'e.:Oil a r .In.". T11IOf ur..l T.I l :f 1 1111 pt, Iy vt, ::t I A. I'I 1 it , A---R-12-2035 16:28 FERGUSON ENT HUDSON 715 386 6144 P.01 HGOULDS PUMPS Submersible Effluent Pumlz~ ( PE '+~'Wti rune SPECIFICATIONS MOTOR FEATURES Pump-General; General: ■Corrosionresistant • Discharge: t'h" NPT • Single phase construction. • Temperature: 104•F (400Q • 60 Hertz ■ Cast iron budy, maximum, continuous when • 115 and 230 volts ■ Thermoplastic impeller and fully submerged. • SuCt•in thermal overland pro- cover. • Solids handling: W tecdon wtdt automatic reset ■ Upper sleeve and lower maximum sphere. • Gass a Insulation. heavy duty ball bearing APPLICATIONS • Automatic models Include a • 011-filled design, construction. float switch. • High strength carbon steel ■ Motor Is permanently Speda;ly designed for the • Manual models available. shaft. lubricated for extended following uses: • Pumping range: see PE31 Motor: service life. • Mound Systems performance chart or curve, • .33 HP, 3000 RPM ■ Powered for continuous • EffluendDosing Systems PE31 Pump: • 115 volts operation. • LOW Pressure Pipe Systems • Maximum capacity: 53 GPM • Shaded pole design ■ Ail ratings are within the • Basement Draining • Maximum head: 25' TDH PE41 Motor working limits of the motor. • Heavy Duty Sump/ PE41 Pump: • .40 HP, 3400 RPM ■ Qu Ck disconnect power Deaa:erirg • Maximum capacity: 61 al,l • 115 and 230 volts curd, 20'stsndard length, • Maximum hea: ' TDH • PSC design heavy duty 16/3 SiRy will, 715 or 230 volt grounding PE51 Pump: PE51 Motor: plug. • Maximum capacity. 70 GPh1 • .50 HP, 3400 RPM ■ Complete unit it hen duty, • Maximum head: 37' TDH • 115 and 230 volts y' portable and compact. M ER5 FEET • PSC design ■ Mechanical Seals carbon, I 40 ceramic, BUNA and stainless P[ 1 I I I I raooru: Pr31, ►FA1, PfSt steel. r ` I i HP..33..ao, So 10 35 I I I ` IN Stainless steel fds:enurs. I zGPM 1 i 30 AGENCY LISTINGS l.. t t Fr I I I i = zs S~, ( i I c us r - = zo Tested to UL 778 and CSA 222108 Standards 15 L.I.i.I I i I ' I I.I. I•-~- I_ ' ,hI (I I BYCarurwn5tan&rdtAtrod.,b n Kk tlW850 i 10 Goulds RmPt 4ISO 9001 RoSit,ered. 5 0 0 id 20 30 40 50 60 70 GPM 80 ° s o ,5 m3/h Goulds Pumps 02004 PT WtWTKhn.;.% CAPACr Y U(Mh• lun•, loan ITT Industries Wiscprsin DepartmentotSafetyan)I PipfeS,sJW>d'.l~rveces Division of Industry$gfviexs 018 SOIL EVALUATION REPORT Page! of 4 k'0a in accordance with SPS 383, Wis. Adm. Code county ST. CROIX Attach complete site plan on. paper not loss 111aaR-U x 11 inches in sue. Plan must include, but not limited to: verticaland wence pant (BM), direction and Pared 11. 030 2157 - 14 - (W percent slope, scale orsliMensiom-nnorth arrow, and location and distanceto nearest road. Please print all information. Rev a by Date Personal information you povde may w uses loi.,emeMry Pnrlxrzv~s (Prin.:' I mv, s 1.5 (A (1) (m))- f7 /d Property Owner Property Location KEITII M. LOWRING (Buyer: Schafhauscr) Govl. Lot NW V4 SW 114 29 T 10 N R 19 E (or)W Property Owner's Mailing Address Lot # Block # Stbd. Name (St.W 5 Badger Court 14 Whisper Valley Estates city Stale Zip Code Phone Number dy [:]Vdlage Town Nearest Road Navato, CA 94949 ( 650) 6784823 Highland View Road St josuph Now Construction UWE] Rosidential / Number o(bedmorns 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe. Parent material nutwash _ Flood Plain elevation if applicable IAA... Gerlaal ls Conuenlional In-ground Trenches --0 5 loading rate and meanrtlendatials: ADDITIONAL BORINGS CONDUCTED TO VERIFY SOILS AND EXTEND AREA FOR A REPLACEMENT AREA W'NEW' ELEV A'I'IONS. r~ PROPERTY ADDRESS: 432 11RAIL ND VIEW Z~' 4 1 Boring ME] Borng LL--JJ Pit Grand surface elev. 93.70 ft_ Depth to limiting factor _ 65 is Amp! abon Rate Horizon Depth Dominant Color Rodox Description _Texture - Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cent Color Gr. Sz. Sh. 'ER#1 'Eff#2 1 0-10 I0YR:3113 - ifs Osg dl - 0.5 LO 2 10-I6 10YR4A ---Ifs Osg dl 0.5 1,0 3 16-50 IOYR5;6 - fs (hg ell - 0.5 LO 4 50.65 1OYRW4 - vfs 0s ell 0.4 0.6 Boring # O Boring 9165 69 pit Ground surface elev. ft, Depth to limiting factor in. Sal Application Rate. Horizon Depth Dominant Golor RMOx Description Texture. Structure C.rxn+stance Boundary Roots GPOM in. Munsell Qu. Sz. Conn Color Gr. Sz- Sh. 'ER41 'ER#2 1 0-3 IOYR2'2 Ifs Osg dl 0.5 LO 2 3-68 10YR4i4 Ifs 0sy, - dl 0.5 1.0 Effluent #1 = BOD > 30 < 220 rrxyL and TSS >30 < 150 mryL ' Effluent #2 = BOD, < 30 mtyL and TSS < 30 mgll CST Name (Please Print) _ Sign CST Number MARY JO I113PPERT Hollistcr's Soil Testin &Desi n & 224832 Addre. s Dale Evaluation CAMucted Teephow Number 28497 King Arthur's Court, Danbury, WI 54830 (M - 28 & 09 - 02, 2018 715-426-1775 SHO-9330(R07/13) Property Owner SCHAFHAUSER. ([At 141 Parcel ID n 030 - 2157 - 14 - 000 Page of 4 6 ' Boring ❑ Boring # ❑ Pit Ground surface elev. 9635 R. Depth to linutirg factor 72 in. Sail A0plicabon Rate horizon Depth Domurant Color Rodox Desrnptinn Tmhrm Structure Consistence Boundary Roots GPDM In. Munsell Qu. Sz. Cent Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 06 IOYR3A Ifs [ISg dl - 0.5 1.0 2 6-7X IOYR4,,4 It Os g dl 0.5 1.0 n Bomg# Boring -IHNfRti- ! L--~ fL"J5 Ground surfaca elev ft . 74 Pit Depth to Idtiting factor in. Soil ApphrAtion Rate Horizon Depth Drxronam Cola Redox Description Texture Structure Consistence Brwndary Rods GPD#f in. Munsel Qr. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 'EIBt2 1 0-32 IOYR14 Ifs Osg cll 0.5 LO 2 32-52 fs Os dl 0.5 1.0 3 51-74 7.5YR3,4 fsl II-tmbk ds - 04 0.7 F] Bonny Boring H Pi[ Ground surface eov ft. Depth to limiting factor in. - Soil ication Rate. Horizon Depth Dominant Cuter Redox Description Texture Structure Consistence Boundary Reds GPDAf in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Efl#1 'Eff#2 ' Eflluont #1 = BOD-, > 30 < 220 mWL and TSS >30 < 150 mgr ' Effluent #2 = BOO,! 30 rrgrL and TSS < 30 mg+L SBe-81 kgR0]'LO Plot Plan Page of y PROPERTY OWNER: i'_G+-r i i" = 40 FT. i - (except where noted) Legal Description: ( M 0- Wfli5v~• _backhoepit - North j)~Cv14i It - 1 - ORgI~F F"`z.cr - / C-7 ` I v rr~ i r I ~ I 15+^,~~` Ate" i J 40 r .r . ~42,i \ r,~ ; ~ 5 - S Site location. 1 - I / J , V7 E~~ 0 i ~o p O ~ Z ~ B[e • m JJJ j ~ d l7 l7 ~ `\j16 ~ q! m m x m c v \ m ~ in v ~j / \ Y z in in in in x x p 0 0 v m m in O 0 TO °z in vNi o - D ! ' 3 -1 3 ° g v! o n "Bj \J q >o~ I u _ g ? 5:G 8i v +N ~ to 3 . a 5 8 4 I ~ / are Wisconsin SOIL EVALUATION REPORT u1677 Department of Commerce in accordance with Contra 85, Wis. Adm Code Page I of 4 Division of Safety and Buktlngs - - Schmitt Soil Testing, Inc County " Attach complete site plan on Japer not less than 8% x 11 inches in size. Plan must St. Croix include, but not limited to vertical and hortzonfafieferentx point (BM), direction and percent slope. scale or dimensions, north avow, and location anddistance to nearest road- Parcel I.D. Lot 14 W.V.E. _ Please print all irfformation.` Rfsviewed Date Persona' information you provide may.tx. psed for smD K1ary purposes {Privacy Law, s. 15.04 (1) (m)). _ - 2- C'Ylih. + Property Owner Property I owtion Loegering, Keith & Kirsten Govl. Lot NW114. SW114, 529, T30N, R19W Property Owner's Mailing Address I of # Block # Subd. Name or CSM# P.O. Box 2143 14 Whisper Valley Estates City Stale Zap Code Phone Number City Village Town Nearest Road FI Granada CA 94018 650-678-4823 SLJoseph Highland View Road New Construction Use Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe-. Parent malarial Oulwash I Hubbard loamy Flood plain elevation. if applicable na ft. General comments and recommendations- Area sudable for a mound--~ystem. System elevation is 100.42' based off a contour line established at 99.92'. Slope of area is 21%. Depth to limiting factor is 35" ❑BOring# Boring PR Ground surface elev. 100.74 If Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAt' in. Munsell Qu. S2. Cone Color GL S2. Sh. 'Eff#1 -EB#2 1 0-11 10yr3/4 none Ifs IfSbk rnvfr qw 2f,1vf .5 1.0 2 11 17 10yr6/4 none fs Osg ml cw lvf .5 LO 3 17-49 7.5yr5/6 none fel 2mshk mvfr cs lvf .4 .8 4 49-96 10yr6/4 none fs Osg ml .5 1.0 17"-49" has a high hoe sand content. ❑ Boring # Boring Pit Ground surface elev. 100.62 ft, Depth to limiting factor 35 in. Soil Application Rate Horzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDnt° in Munsell Qu. Sz. Cont. Color Gr. Sz. Sh •eff#1 •E11#2 1 0-4 10yr3/4 none Ifs Ifsbk mvfr gw lf,2vf .5 1.0 2 411 10yr4/4 none Ivfs lfsbk mvfr cw lvf .4 .8 I 3 11-35 10yr6/4 none vfs 059 ml cs .4 .8 4 35-74 7.Syr4/4 czd 10yr6/6 vfsl lmsbk mfr .2 6 I0yr5/2 17-49" has a high fine sand Content. i ' Effuem #1 = BOO,> 30 < 220 m9+1. and TSS >30 < 150 mg+L - Effluent #2 = BODs < 30 mgtL and TSS < 30 mg;L CS I Name (Please Print) Signature- ~J~J CST Number Thomas J, Schmitt e ~~l 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond, WI 54017 11/29/2011 715-247-2941 111:1-M 1111 Or tit~i.: Property Owner Loegenng, Keith & Kirsten Parcel 1D# Lot 14 W.V.E. Page 2 of 4 F 3] Boring # Boring Pit Ground surface elev 9/.02 ft. Depth to limiting factor 61 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDrft' in. Munsell Qa Sz. Cont Color Gr. Sz. Sh •Eff#1 •Eff#2 1 0-6 10yr4/3 none Ifs lfsbk mvfr gw if,2vf .5 1.0 2 6-10 10yr4/4 j none Ivfs Icsbk I mvfr gw 1f,2vf .4 .8 3 10-45 10yr6/4 none vfs Osg ml gw 1m,lvf .4 .8 4 45-61 10yr5/6 none Ifs Osg ml cs .5 1.0 -Z'7d 5yrtiff - 5 6190 75yr4/4 5yr6/2 sl Om mf1 .2 .6 17"-49" has a high fine sand content. r ` ~QW Boring Opp~~~"" ft. Depth to limiting factor is o Boring # Pit Ground surface elev V+ moil Application Rate Horizon Depth Dominant Color Redox Description Texturel, Structure Consistence Boundary Roots GPDtft' in. Munsell Qu. Sz. Cont Color Gr. Sz Sh 'Effkt •Eff#2 I ❑ Boring # poring pit Ground surface elev. ft. Depth to limiting factor in. Sotl Application Rate Horizon Depth Dominant Color Recox Description Texture Structure Consistence! Boundary Roots GPDift' in. Munsell Qu. Sz. Cont. Color Gr Sz. Sh 'EW •t.'r#z Effluent #1 = BODS> 30 = 220 mgI and TSS >30 < 150 mgt ' Effluent #2 = BOD< < 30 mgri and TSS < 30 my.1 The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need malerial in an alicmatc format, please contact the department at 608-266-3151 or'I'IY 608-264-8777. S8D &I30IR OJ.00r Schmitt W TCSUW, Int. Page 3 of 4 Conducted by: Conducted For: Schmitt Soil Testing, Inc. Name: Keith & Kirsten t.oegering Thomas J. Schmitt, CST 227429 Address: P.O. Box 2143 1595 72nd St. City, State, Zip: El Granada, CA 94018 New Richmond, WI 54017 Phone: 715-760-1978 Subdivision: Whisper Valky Estates S,gnetweLot No.: 14 o-m 7Q?c Legal Description: NWl/4 SW I/4 S29 T30N R19W Backhoe Pit Township, County: St. Joseph, St. Croix County A Bench Mark 1 El. 100.00' Top of 1" pvc pipe Bench Mark 2 El. 101.70' Top of 2" pvc pipe Slope= 21% Contour Line EI. 99.92' Contour Line length 105' 1"=40' / t Mrs ~ 2 I 1 ~ ELLS c'Y 1 1 Ccxvrcira t-1rv~- ~ i spa` ~ ~ q ~ ~ l \ ' I NIGr/~RMI7 This Soil & Site Evaluation Report was completed to fulfill a St. Croix County Zoning requirement. The to Lion the evaluation uas completed may or may not be suitable for your use and a new area may have to be evaluated. INC OF SLC'IUN 29 / - --.N89"4-, '0•'E 5245.18' / 'E .11'20.1 1 _ o / - - - „.y s. ~J~ aye =549' x 97 X1 983.6 / 4.3 A X 975.4 984.9 x 981.5 .990.1 x COES 979.6 983.3 \ ~ X :X7:6' r~ b 983.2 ff 1 3.~9 x / 1`, II (SEE INKi LT'AAT N N071E~ y N i / 978.6 1 1 982 3~ dj,~ x962.9 \I . / I , / i`,; / 979-4 Gf Id A I / X I/I / W ..418%'. 966.4'~I 975 7 . x •976.3 @(, / j 56 1 \ 92. 98p~ HWE 9620 978.6 On 1 ,ILB,O 989.0 r s+SS ~I. 1 / 978.9~ x y \ r • ~95a s 1 1. ; 11\ s82 ? N r r+ 957.6 1 r 3.44 A RES 1p / / o %ii~i 959.3 ..966.5-4m~~ x 9t(~~ 9683 I T\ j X. 971.2 A i X aXI 96..0 V o~ 971.8 972.9 11 970.7 X 505- 14 i' S$9°23'29 W 733.89' 973.2 i,. i i;, 967.1 X - X 969.1 X~, 975 1/ X 974.5 X / 971.8 _ J 970.4 969.9 LOCATION SK= I ! 1 INFILTRATION NOTE: - LOTS 3,4,5,10,11 &'5 MAY BE REOU ?0 INSTALL AN LNF ON THE%CH OR RAIN o - GARDEN DEPEND %G uFON --E.-iNAL LOCATION OF CONSTRUCTOh ACTMTiES _EE oRCTEC'^VE CCIVEN4N-S FC= /y ~ / Ww OT 7 < m Rz ~ N » j-' - i•^ NVS-962.0 - 1 B 0 --964 0 f C. RE:7 vFN N. LOTS 3 1.1 a( RFS ~~~hhh LOT 8 ~31,232 sQ 331 ACRES 40v 228 r'. rid 36 S89'23'29'W 733.89- '0(),22 t?9 °k' 770.00 J Z` i x; Jr, LOCATION SKETCH INFILTRATION NOTE: me a i 1c In I I aIF nAnv ar orni noon rn