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HomeMy WebLinkAbout030-2002-71-300 enrenDeua' t Sat CC•^ ?rre Croix Safely .and BUlning D, v, 9 PRIVATE SEWAGE SYSTEM St. or INSPECTION REPORT Sanrarv it nm: N'c GENERAL INFORMATION (ATTACH 10 PERMI l) 605119 Star? Pl.;n II: N;~. PP_,SiIDJI re~Otma1 la ye`, U,OY:1F °'ay Je rased lCr 5n G9nddry ,aroCSe$'Prv:aey taV: 5. i C4 (I',imiJ Penntl Hcde's Name ^Ip t,•'Ilage lowns'ri(+ Parcel Iah Nc Oevering Homes LLC TOWN OF SAINT JOSEPH 030-2002-71-300 CST Bld F in, Insp BV 1-10, UM DesCnpliuc. n ¢ Secbo~ TO,wrl Range MapNp. ,a";• .'J 33.30.19.364A-30 TANK INFORMATION ELEVATION DATA TYPE NIANUFAC IURER CAPACITY STATION BS HI FS ELEV. Septic n Ben hmarK Dosing • _ AI: BPA Aeratior. 'ti• Bldg S ewe, r Q Hording - SC'Ht Inlet TANK SETBACK INFORMATION SvHtomtel tf TANK TO Pit :NH I_ BLDG. Vent tG All ):a-, ROAD Di Inlet . r L r Septic . D! Bottum Donny Headerldar. Aeration Dist. Pipe Holding Bot. System - Dr• low) PUMPISIPHON INFORMATION Final Grade P.lanufaclurer Demand St Cover - GPM 4 -4 Model Number I:)H Lift Fngion Loss System I1?.aa It)H FI Force-vain Length Dia U.ta fo ;'Jell SOIL ABSORPTION SYSTEM BEDiTRENCH o'oictr ~englr No DI '-cr_res VIT DIMENSIONS Nn Of ?6>• InSdc0. 1 ig.n}2cyfh r , DIMENSIONS a SETBACK SYS IF10 TO PiL BLDG VJELL IAKESTREAPA LEACHING 1.1a'm'a_!_', INFORMATION I - CHAMBER OR nri'• t1z ,1~~` OI System - UNIT ]nrl Nu--Ge' Cf t ~b• ~~s DISTRIBUTION SYSTEM f leadc,rM."In, 1 f:b't an xHoi?Si>r Hole Spa-rag V?n[toArlel3ke Lc ng:h_ ❑ie .enylh D'd_ Spacins_ t SOIL COVER x Pressure Systems only xx Mound Or At-Grade Systems Only Daetnv°, Deplr O',er x[DGpI^or xm!uci S^:)d tx AJ. I, hat B?tllTrrn r _n1u Bn71•cn.h Edges _~Fsci 7„r7 - Yes Ne Y-r. Ne COMMENTS: {Include code discrepancies. persons present. etc.} Inspection At Inspecion #2. Location: 12:58 64TH ST 1.;. NE BM Description ..A t 2.? Bldg saver length = ef - amount of cover = Lo..r I i Plan revision Required? ! Yes I No c), I I ~ ~ ~1 ~ ~J, ~1 O p 'Jse other side for additional infomaaho❑ , , G u Lam/ %1'~'~ 7 f>,-s' 1.S ')-fi"0iR ?Pe'I - Pate - Inset=!c•'s Signa!t•re Celt No - j 8 r>i Saieq• and B~jiid ngs Jrwsior: s <;B$P - i 2;it 61r. 'J•Iashinglun Ave, N.O. Sox 7162 Ssritan' Puma t~umbc ;in' Se G1ed i~ by Cc-- S Md dlsor., 'SJI 53701-7162 09 2018 Sallltd2ti PC ITllI ~~~][1d11011"~~ Suuei:a~,.aunKvunc i u::wrJ.,a wml lYa R+ I { 1\u Jm ! - CLti--':s: -tans r "m -ltc ai} s Y-r:v~: u is tcgn:: I pnnr r 'r2 cwt a: l-•rrt '.o[c Af pu = r 'ul:rts to: 'tae I, w:ted E* N7 er sul d t>, :I,em A :drn< U d:Bnar da0 mniln!: aA:ressr th lh tLVCn t n f .::n zl nst••s. V:~ym narrnauiu a ,soYidr. u~a be Wed f.+ :rmdi, ucrnzu s.n .....uWanu nce aLL On P-- rn s U_ (=;1:in1 ~w.c I Application Infn_ r roatu n - Please P rill ~ - c r Information hm c .,Pew ^ _ 2 S Ka:=- -Parcel finer ; Mf /y~l7mp 477 - - ~ _ /L` _l,(' IL(} ~ j Pnaxry:_.knu,n ci- -30 q'. Sulu n - -'~-r= ~ CoY at S¢non 3 3 YVr of Building leheck all [har Is L, N. R I Lnt FaTa Dn irn T7: mbcr of Deal, s 7 ( I- S-uarimsinn T.em: itbhcc :!Mlc: a:,ai- 1-a:afe Uir _ iii✓~ _ `9.•r- -I)•.a[c(hIII-lautail'use ppLL^I CSN. K:mitr:/~/_~/ [~\'llagc of Z ~Qi ~ ~t`~ C . J 1 A-ZZ U!l4 V6`Z .5 7 I wn ai -J o S ~ ti i . e Yneck nnl if Typ p nne box On line . omplete line B il'apylirt blr)- - Sy. M. golx<r.:cnt $5ltcm ic:unvtll lli':Yl "nni: kcplacn^c tna ->L5u ~4nAiGa-nnmt%ii:ing Sysr_.n iexplains R. ] can Rcne sw l ! Prrui: Ncviai,m I I - _ - - L t'.h:~1xc of 'tyn~cr ! La Pamn'I:ans.^'.v t,. ~Gew n Revwus Pc[c:ir Vumba and (}ate Issued - 'Rc xc Pxl -n cn ~ I :luaer i _ ~Y~~y.ny air} L_ Q 1 i ~?tS ~ (r~>nneue llevice (Check all that aVV15,1 - []7~,,,`--•r F_;i i1]tu'u-n'e` Nv: a.rlel Li sn red Ia >:-irslr ['Mo:ma r...-_ u f sw rblc sn:l (s3 Km; - _J m rat svt:ahlr :01 p(x i.l '•.k ank Otf : L t r. nc-t /kt, Lj Uprrsal Inl 9rea lnformatiun _T "Tspn-•i/ea>RReg1i'd..I/ Dr.;aJrs('.Jti A: ea r-o ec' ~/f,-um / I/ 1 V I -J( C Q T V P 0' I}'__ L! V ( / / JJ V Q p~ 2- v I. f.mk Info 'focal nof Ca raa',v ir. - _-K-! - I .V c_ Myw1u.-'nmr ' _ Oa!loua ira;l; ns Cnid 1 v / R/ -4- 1 x'll ResPortsrbd-n lete tl 1, ill, uodcrxigncd, a r rrsponiihd:l) (ur irtclalla8un of the PON` }P °nnii - - C cD wn oa the attached I Ixn> Pluyb ti:+rty.nc b1P'rR'RS 1ta'rr ' 3u.iuss Phnnc Vutr. l 1 .umber's AJura IIILL unm'Departmrut Use fluty AI P. oreJ "1- -T Nev.t Per S issue I.~ nt S: e Ik. f.uadi48yasous for Dlsappto+al j ~i plr:Ir coHost tl,must ell f1R.• cvi, 3j " baJ 1Wi~. /.P P J~~v~ ,1Cae IS PW 444m~.~ r .*IItW. IS psr :narapemen! plan p'O risenLv 'lU ylu- , ~odMQ kJ r 2. I1r11ll~Lk fK,1.W!!.'MIIIS tlllkif W r.,flutt: il' f .-YIlKL~otytvlhN DrAl artrah to complur yl:rp ice rD«zrrc: and svDmn re Ibr Pomp uaN oe gayer vn: 1¢v e F r^ - :1 mrhr• w >Ixe - System 'LOT PLAN PROJECT Oeverinc Homes ADDRESS 1433 Cornohous Ave Suite A New Richmond W 54017 SE 1~ a NW 1i4S 33 rT 3C N'R 9 tt 'rowN S,.. Josooh COUNTI Sf.CROIY, SYS'1'P:11 F:1.Ea':1'1'R1N 8!9!18 4 j, ``"DATE BEDROOM CONVENTIONAL. XX( CO\VENTIONAL LIFT HOLDING TANK 125: gallons LIFT TANK SIZE. DOSL IAAk SIZE NIOUNID SEP'1'W I ANK SIZE, - IIOLUtNG TANK SIZI: L0:1ll 1Lt'fL ABSORPTION ARLA 891 k of chambers 44 BE\C'IINIARK N R.P. Top of survey iron ASST b1I: ELEVATION 10W Vilter [-dime hlt r ❑BORGHf1LE. Ott'ELI. 'H.It.P. SamRPs benchmarK Scale = 1/4" = 10' Scale is 1" = 40' 54a, Si. unless other ise noted 510 Cxlk ,\'Itn B.M.x B Vents S0' B I ~l1 1?0' Pronen% L me ST >ii30' 1(1' Sloae 0. B : 40' Pro 4 Bedroom House Vcw - QuiA4Standud L: &-hing Chamher of Cov;:r t+:ith 20.0 t'? of fv'ca .6f*C "'pair of end caps Lnn~G.ade at Svstem Elevation All piping shall be AS FM SDR 10'34. wiitu❑ 10' of tank. piping shall be AM-1 FSPI Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 8.!9/18 Owner:Oevering Homes Location: SE 114 NW 1/4 S 33 T30N,R19W Lot 3 54th St. St. Joseph Manuals Used: In-ground absorbtion system (version 2.0) Page# 1. Cover Page 2. Plot Plan 3. Chamber Cross Section 4. 6. Maintance Contigency Plan 7. Filter Cross i~ Signature_ License num r #226900 System PLOT PLAN rRQIECT Oeverinn Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017 SC 1/4 NW I14S 33 iT 30 N/R 19 W TOWN St. Joseph COUNTY ST. CROIX SVSTF:NI ELEVA1ION 7l DATE BEDROOM _ CONVENTIONAL XXX CONVE,NTIONAE LIFT HOLDING TANK MOUM) SEPTIC TANK SIZE 1255 gallons LIF1' TANK SIZE DOSE TANK SFZ.F. HOLDING T ANK SIZE LOAD RATE .7 ABSOItI'TION AREA 891 _ # of chambers 44 BENCIIxL1RK V.Icll. Top of survey iron ASSUME ELEVATION too' Filter Lifetime Filter ❑BOREHOLE OWEI.1, xn.lt.r, sameasbenchmark Scale - 1/4" = 10' 563' Pt'opcrty Line Scale is 1 = 40 54th St. unless otherwise noted 2-3' x 90' cells X6111 >3 spacing B.M. ~ B-2 Vcnts g0' B-I 150' 130' Property Line 92' 30• . ST 10% Slope 10• 030' SS' B 4u Pro 4 Bedroom house Vent W, QUick4 Standard of Cover Leaching Chamber with 20.0 f12 of Area 4' Long 12" 5.6ftA I/pair of end caps Grade at System Elevation 34" All piping shall Lv ASTIv4 SDR 30/34, within 10' of tank. piping shall he ASTM F891 Cross Section of Infiltrator Quick 4 Leaching Chamber Typical cross section for 2 of 2 cells (wick ,I Standard Leaching Chamber _ with 20.0 ft2 of Area per Chamber 5.6ft^2 pair of end plates To be >1' above grade / Finish grade elevation Typical Installation Vent Alel Grade Vent 3 X30/34 Septic Tank 3 Long i 5' 5' Long t Grade al Syslem haevation i 6" Grade at Svstern Elevation Spacing5' Cells Same on other end Observation tube/Vent At end of cell A B 22 chambers per cell System elevations: AS B_ 'C-' S'r'. "ZOI S COUNT, SF.P71C'1 A_VK NIAFNTENANCP ,t(iRFE-01liN I AND ()kk'NFRSHIP C ITTIFICATIUN' FORM k1whng Address v t`~ f roper!}' Address (Va iii( soon retuned from Plarunnq ti Zoning Dzpat Lucnt liu cew• :ot ction_} - - - CiiY 'Statc - - Parcel J(1elthficaliou Nm il)cr 7/ LEGAL DF:SCRII'TIO_N - Properly Locadou ~ ~ ( ~ _ Subdivision _ _ Cel led Survey jvlap age Warranty Ileetl # P - Volume _ , Page T! Spe, house yos ao Lot lnus..Ideuhliabi w, en SYSTEM MAINTENANCE AND OWNER CERTlF1c k'1'tON Improper use and Plawte.awwc of Y(AU scpue sysl. ur rrxrid tasutl t,(mists of Lumping out the seohc tank m its pren><ansrc tailors to b.:udlr wastes. Proper w tintcnance even tl tcc ;cars or (ones, n nee(h:d, i u c to I ed it wastes. 1Vha1 you cal mto 'ha ty stem call aftcet ;hc ❑nrnon of the septt(tank as a Ic rl rt.nr s!a a ill the w. s c disposal sysu•nt wne: nalntenatx:e re s.nmwbdi[lzs me specdted in CConmt. (J K35?(I j a:xJ in ('harm,, .12 - St. Crorx Co rr:p Sanitat v Ordinance, the proprrA' osucr agrcc.. to submit to St Cosx 1-onnt • la 1 iug a. Zoss ae nwver and b a rmisirr Onpartrnent a cc7vC(zatiun Ioutl signori by tits w stewatrr di I os sy pnrmber, j„urrryntan plumb r, rearm ,-t-(t piomber Ot z licensed pun q,zr vc: ilyinp ;bat (1) the un-site lest Chan n Cull os uarI slusydge sirm Is in proper operating (r udsGon aud4n (2) alus inspection and ptrmpurK (U1 necessary), the septic tank i S . iiwc the umicr ienu' iraec read tlsc above rcyuu<+ueu :Md uc-'o matr:wiu Ilto pu a(e sewage dispoYal :.1 rr rt'u 1 set torch, herelu a. m y rlte Ueparirircnt or Con s-ttctcc tad the )ep °„rsicrn b wnh fl:c at7rr of uJ'\'aunnl Rrsuturrs, S tc of Wizn wi lu- l u tlitcatnm stating that our s .pti(. sysl •tn has been immraired mull he complcu.,! and rctwnrd to she St. CroiCsx County Plam me /.onrng Uepattmc.nt within 3p days III the lhrec year axpila(Um dah:. Uwe certify that all :taicm<nLS on this ' cn ara true to d[c bey of ao,iotu saowledpr.. Utvo am+ate Ihr, (rwnct'(s) nirhr property described above., h5 vrrtrc a Warr' ty dccc rceur ied jr. J .V? is-c: of f),el is Office. Number of bedrooms l SKiti:1" ' Ol~ Al'Pl,l{';al~~ I(1)- DATF. '**Ar3v irtrbrnw:ion That Is uusrcpreszntcd may resuh tit illc sawtaty pcrtni! bang invoked b1, the Piaunime k Zoning Deptu-trucn:. "*k Mrlude mth this app:ioetior- a record ,d warranty deed 1-nm ur Reotsrrr o: f )crds :.{si,u stud c,i:y su:vey neap ii retercner :s Made In tl:e watrartty (i,,rtl. a oftht ahtird (REV. Owos) Pi OWNER'S MANUAL & MANAGEMENT PLAN Page of =1LE INFORMATION SYSTEM SPECIFICATIONS . Ovmer Septic Tani(Capacity J~ a, 1'. NA 1 Pemril # Septic Tank Manufacturer 1 r //14f NA DESIGN PARAMETERS Effluent Filter Manufacturer r'. 1 NA 7/ Numoer of Bedrooms IJyyyy-N--A Effluent Filter Model -rl" 0 NA Number of Public Facility Units A Pump Tank Capacity gal C NA i Estimated flow (average) -~_9aUday Pump Tank Manufacturer NA i Design low (peak), (Estimated x 1 5) gal/day Pump Manufacturer NA Soil Application Rate auda ,Ht' Pump Model NA' Standard Influent/Effluent Quality Monthly average^ Pretreatment Unit NA Fats, Oil & Grease (FOG) 1530 mglL. C SandlGravei Filter 0 Peat Filter Biochemical Oxygen Demand (BODs} <220 ni C NA C Mechanical Aeration 0 Wetland Total Suspended Solids (TSS) I{ .150 M91L C Disinfection 0 Other. `I Pretreated Effluent Quality Monthly average Dispersal Cell(s) C NA BIOdlemlCal Oxygen Cernand (BODs) 530 ingi In-Ground (gravity) 0 In-Ground (pressurized) 1 otal Suspended Solids (TSS) _30 mg/L NA U At-Grade 0 Mound Fecal Coliforrn (geometric mean) 510' cfu/100m 0 Dnp-Line 0 Other iMaximum Effluent Particle Size ) in ilia n A Ober. Other - Other. NA G' NA "Vai4 s typical for domestic wastewater and septic tank ofluew. U NA MAINTENANCE SCHEDULE Service Event Service Frequency inspect cordition of tank(s) At least orce every: CJ month(s) (Maximum 3 years) :J NA Pump out contents of tank(s) When combined sludge and scum equals one-third of tank volume q NA inspect disperse; Dolls I At least once every: Q month(s) (Maximum y ) 3 ears C1 NA t~yrear(s) C lean effluent filter At least once every. Q NA - - rt rltt(s) nspect pump, pump controls & alarm At least once every: ye _rff year(s) NA =lush laterals and pressure test At least once every. C month(s) - 0 year s) _ -.-her: A; (east once every, O months} Q year(s) _ ether. - - NP. MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells snag be made by an individual carrying one of To following licenses or certifications Mash( !Plumber; Master Plumber Restricted Sewer; POWTS Inspector, POW-S Maintainer, Septage Servicing Operator. Tank inspections must triclude a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of cmbined sludge and scum and to check for any back in or ponding of effluent on the ground surface. The dispersal cell(s) shat be visually inspected to check the effluent levels in the observauor. pipes anc to knees for any pending of effluent or the ground surface. The ponding of effluent on the ground surface may indicale a :ailing condition and requires the immediate notification of the local regulatory, authority. When the combined accumulation of sludge and scum in any tank equals one-third (b) or more of the tank volume, the entire contents of !'he tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. 4Jl other services, including but rot lime to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of <_12 months, shat' be performed oy a certified POWTS Maintairer. A service report shall be provided to the local regulatory autholity'mthin 1,0 days of conloletion of any service event. Page of , START UP AND OPERATION for the presence of painting products or other chemicals theft the For new construction, prior to use a ~orP damage the d PersaltCNl(s)S) If high concentrations are detected have the tbntenls of the may impede the treatment proses tank(s) removed by a septage servicing operator prior to use. System Start up shall not occur when soil conditions are frozen at the infiltrative surface. wastewater will be During power outages pump tanks may fill above normal higtwrater levels. When power is backup or the excsurfaceess discharge effluent. discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result the restored restoring of a to tit. power To avoid this situation have the contents of the pump tank removed by a Septatle Servicing Operator Prof to normal levels effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore within the pump tank. disturb or compact the area within Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise 15 feet down slope of any mound or at-grade soil absorption area. the life of time POWfB Reduction or elimination of the following from the wastewater stream may improve the performance and pro tong antibiotics baby wipes; cigarette butts: condoms; cotton swabs: degreasers: dental floss; diapers: disutfedar't fat: foundation drain (sump pump) water: fruit and vegetahle peelings; gasoline: grease; herbicides; meat scraps; medications: Oil; painting products; pesticides; sanitary napkins; tampons: and water softener brine. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is prope y and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • 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. • After pumping. all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN code compliant It the POWTS falls and cannot be repaired the following measures have been, or must be taken, to provide a rep system: A suitable replacement area has been 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 reclubled setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the nOed must comply with the muted in for a new sob and site evaluation to establish a suitable replacement area. Replacement systems effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technologd a holding tank may be installed as a last resort to replace the failed POWTS. ❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and be site installed evaluation must be performed to locate a suitable replacement area. if no replacement area is available a holding tank may a last resort to replace the failed POWTS. ❑ Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infttraiive 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 NO MAY BE TANK UN DIFFICULT R OR YCIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A ENTER A SEPTIC, NP RIROR OTHER OF A TRTMENT PERSON FROM THE ADDITIONAL COMMENTS - - - POWTS MAINTA NER POM/TS INSTALLER Name E Name Phone E E SEPTAGE SERVICING OPERATOR PUMPER LOCAL REGULATORY AUTHORITY . Name !7 - Phone ( j f ,5 Phone //J > 7 6 11in6Vatiwa Code. This doaanerit was drafted in compliance with chapter SPS 383.22(2)(b)(1)(d)&(f) and 383.54(1), (2) & (3). WlSeonsm AA - ' ~ ~ ~ 7 i I ~ I:; ' J ! i~ \ . _ F ~ , j ~ ~ ~ ~ I Jug .'s _ / y/~~ Vr i i ~ i ~ =r I ti II ~ A ' r v _n r~ - W -I O ~ ~ i i ~ ~ i ~ j~ ~ ( i _ 7` ~t 1" _ -1 ~c - -J' - _ - -u - i - h ~==x ,r f1 ~ S v ~~~~CC ~ 4 f J r. S 1 A F 1~i E ~ ~ 'i'ce, r 'S ~ . - ? ~tiau~ i~ ~ t° 5, it ~ t~1,A(4^i l-- ♦ti` \ ~~y~ ' - < SOILS, SLOPES AND SETBACKS EXHIBIT CERTIFIED SURVEY MAP IACAI ED IN PARI OF THE SL 1/4 OF 1 HE NW 1/4, PART OF ME SW 1/4 OF THE NW 114, PART OF IHE NE 1/4 OF THE SW 1/4 AND PART OF IHF NW OF THE SW OF SECTION, 130N, R19W, TOWN OF ST. JOSFPH, ST. CROIX COUNTY, WISCONSIN SURVEYORIb IY DODGE S 8 N _ANU SURV_YINC;, INC. Wot urrp~ 2920 EV OF STREF I Ot`\`~ tjCONG. HUDSON ',VI54t11B \ _W LEGEND PREPARED FOR: g ~hrf Ty FL k C 'VERING I IUh1FS IN FS I A. NT5 ~ODQH © FUND At Ut = E n h'OFJP -V- i } r ASN TY SEC t I N 1433 CCRNOHOUS A ENUF SUIT » 8,2494 - 1 al 'R JOTEU NF4:' R'Cl IIA(~ND ^e .4017 t Q CLEAR~U~ SF I' jU I SIUF DI AML I }P RY 1A 11 f i ON, IRON PiP 1, Elr, NG 1 13 OQ• : 35 PER LINEAR F'JOT I 1 4NO ~ 'sy o rouNn 1-1:4' Out" Di- R`l~ DIANIF I FR IRON PIPE Y A,`( 1 r,/Iq~prplnllNnlM\\d~"`C~ ' - - - 1 c>C~Ur P~^ I 12/19/17 1ROPOSFD I)MVEV44`, I p!,AT ~-iN pp \ S)8 12'36 • K~Y L rye E375,gj'^ __---m BUILDING SF tBACK PER lOL''.'N OF .S JB--'t"35~':.~•.Jp - nr- ST. JOSEPH '~_=3.75.9♦;:'_k 20' SIDE AND REAR 75 FRCNr (ROAMIJAY: SOLI BORING NET PROJECT 1~J:TAf All 12 25% SLOPFS BUII NABIE ARFA .ACRE+ g :i LJ (NP 25`5-SL(1PES PAi LOT 1 CONII(MC)US p m _ BU^ ~IAHI F AREA ~CDAi ! CP10✓~C'RF'`` Mf AREA EA L H c R,3~A.. / 1 rO{\ dd - 471, JxR SiJ. f" . %II l \ 1~1` I'd f.35 ACRES) ^ t G11% r 8 A' pqr nc ! 584'43'3"E 9fkl o 1 v \ ' r ~ l.% ~1 ~ Fach Parrel shuv:n en o / / l^ 0 * ~I\ I~ this wap is subject to Stele, County sell L ~1 A I uv:nship laws. rules NYJ4^'!S;}s.~W 8$lt`~ 5t"t+'4-('J,1N 19#-1 tO-la and regulations li e _0 1 --•4-•la- k14. J3e.0 T' m - 'I , eds. invion'tiol to- site ac.Ess 59 to to parcel size LOT 2 elcl Helnre purchastnn y, n I f I o' eovelopirly any parcel F - 185„558 SO. F1. J d conlact the St Croix (J 2650 ACRES~~: - County Zoning Off ul / Joseph (of advice A 00-s n r % / 1 i. s 4Z9, 552 SC). F + n J r E . - i ~ x r -/d. 12~A'CR~S,I ♦ O u ~y ~ LL~x ~ n ~lJUIN DRL+L 3 'I,-. \ I nC ~~u Z .A 41. ~u r7 '+f 7 41 ' N 11-. I f -TS MAI 3L u. LL Z r:~ \,rti z a\ h-i; LOT Q UT'rRF SPECIAL I i a " • 144 195 SO r f t g \ ' S06 1116"E I //ASSFSSP.IF.NTS FOR I ~ - r i vC a 55'20 ANY UPORADCS U w to s 17 BxtC ' I/) t) AND I r w n o-t'+ 1:)"' Ih1PRUVEP.1F NTSTO N = 2 r^ Z/ 2J" S23 4040\E THE RCAII. Y s Z o N8&50.16 Ni _ 5182.31' 27 83 } _ C \/1 87.28"` v Zvi. X13 ..39 - _ Sr '+t D <NFR ScC~1ON33 0 n C I aAq`f,' kAf ,n, ~DPAPTECUY II t~ 71ir,L IR: 1 A7510-732 DAIL on,lo S+ S EXHIBIT - $SY glt k o v 9 ke i z.,"' a 10 _ L - -ice a" s i t'> •sS k ~ J= - . ~~i` ~ r ✓ I cl Iv~ 'f - ,fv i, ;iii ~~f ~~t ~f ~ =!t lgi'+ 1~ ff I f 4. i ki e- W1,11 E O y Z u f C'r . yy r r CST- aoi8 o1.3 15 c018 Wisconsin Department ofcommercxt SOIL EVALUATION RFL-DRT Page of Division ofSafety ant! Buildngs - iIaunrdinm! with - `Z Comm 85, Wrs. J 34 Ccunty Attach complete site plan on paper not less than 8 112 x 11 ,n^' 51-0 ~ include. Nut not limited to. vertical and horizontal referr M6 P o and P. LD percent slope, scale or dimensions, north avow, and Ic QS 1 w ..once to nearest road. fm f: itb Please print all information. Revie by Date Panwnal m•oaoatgn you proysde may oe used for secondary purposes (Primary Law, a. 15 W (r; (m); / Property Ovmer Property Location - 11 .s' Govt. LotSG V4f/'A,4S ,jT%7N Rf E( W Property 0iinei s Mani Atldress Lot! Block # Subd Name CShtk City state L Zip Code Phone Number City ~r❑ Village Town Nearest Road flew Construction UseF Residential! Number of txdroci Code derived design flow rate GPD ❑Replacement Public0 commercial Describe. Parent material LCD i.t i✓ - _ Flood Plain elevation if applicable fl- General comments ✓/.3l', lt,(.~/ and recommendations System Type_ )l I Sys:c•n Elovatior 71 Boring E] Boring # it Grountl surface elev. A pit Depth to limiting facto L in. Sal Apptrabon Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtff in Munsell Ou Sz. Cont Color Gr Sz Sh -Eff#1 •Eff#2 fill Boring # ❑ Boring , l Pit Ground surface elev. l ~ I fI. Depth to limiting facto m. Sol Callon Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtff in. Munsell Qu. Sz. Copt- Color Gr. Sz. Sh. 'Eff#1 'Eff#2 J71 l l y+ :r Y, J 1~l ' Effluent 01 = BOD. > 30 < 220 nxyL and TSS >30 < 150 mWi E ant 02 = 80D. < 30 mq& and TSS < 30 m(11L CST Name (Please Print) Signature CST Number Bird Plumbing, Inc. Shaun Bird - 226900 Acdmss Lvalualion Condu- Telaphonv Numbor 1432 120th St, New Richmond, WI 54017 J - / 715-246-4516 Property Owner Parcel ID Page of Boring; Pit Ground surface elev ~fl Depth to limiting lads J o in. J Sod lication Rate Horizon Depth Dominant Color Redox Description Texture Smucture Consistence Boundary Roots GPO/lf _m. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. _ 'E"l '011#2 !irr n n 77 I I I f ❑ Boring # ❑ eonrx; ❑ pit Ground surface elev ft. Depth to limiting tador in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cent Color Gr Sz. Sh •Ettgt 'EB#2 -1-F Boring # ❑ Boring ❑ Pit Ground surface elev H. Depth to IimiLng factor in. Soil Application Rate Horizon 'iepth Dominant Color Redux Description Texture Structure Consistence Boundary Roots GPD/ff Mi. Munsell Do. Sz. Cont. Color Gr. Sz Sh, 'EB#t 'Ef8t2 Effluent #1 = 800, > 30 < 220 mgt and TSS >30 150 mat ' Effluent #2 = BOD, < 30 mg1L and TSS < 30 mgt 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'1-I'Y 608-264-8777. WV WO ix ewe Proptim Owner Parcel ID page ~J Boring # Q Pit Gmunc surfacu aiev- ft. Del to iimttirg fades 440 in. Soil licaeoc Rate Honor Depth Dominan! Coior Redox Description Texture Stnxtwe Consistence Boundary RODLS GPDgf in. Munseli Ou Sz Con: Color Gr Sz St. •Eft#t 'Eft#2 I G I I /✓~/r'7' '-ter r q,-; ~ • ^ E' / e r 1 I I , I Bonrgp ❑ Bocig lul ❑ pij Ground siuta;e elev _ P. Depth to limiting g tadur in Soil AnPecatior Rate Honzon Depth i Dominant Odor Redox Desonnuon Texture Structure Cons:slenrx Boundary Roots GPD/fr in. j Munsell i Ou. Sz. Con; Colo' I Gr Sz Sh. 'Ella:' •Ett#7 I I i' i i Boring # ❑ Soong ❑ pit Ground surface elev ft. Depth to hnrang facto, in Soil Application Rate ! Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPO/fF in. Mtnset'. Ou. Sz. Cont Color i cr. Sz. Sh. -Ett#t •Effp2 I I I I ; ' Effluent #t = BOO > 30 < 220 mgi and TSS >30 < 150 rng2 • Effluent #2 = BODr < 30 nxy4 and TSS < 30 mgr- The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need matecal in an alternate format, please contact the department at 60&266-3151 or TTY 608.264-57-7. Sul, WO n 4%. Soil Test Plot Pl Project Name Oevering Homes Sh un Bird Address 1433 Cernohous Ave Suite A New Richmond Wi 54017 -(~STM #2209()'() Lot 3 Subdivision Date /10/18 SE 1/4 N W 1/4S 33 T 30 N/R19 W Township St. Joseph ❑ Boring Q Well PL Property Line County ST. CROIX BNI or VKP Assume Elevation too ft. Top of survey iron System Elevation TBD *HRpSame as Benchmark Scale is 1" = 40' unless otherwise 563 Property Line nOtCC1 54th SI. R.M.' R_ 80' B-1 150* 1',0' Property line 92, 40' 101'b slope 1-0 88' B_3 40'