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HomeMy WebLinkAbout030-2149-07-000 t::<:.;-:: :,e::::n,:=-.1 m:• .r PRIVATE SEWAGE SYSTEM St. Croix `.;31eh' anU nu r Jnry ['nvn: or INSPECTION REPORT n env Pnvne NC 600228 GENERAL INFORMATION ATTACI I TO PERMIT) Stale Plan ID N. ersonal rMdmalw, yuu poodc ma', tc se::'or seo da-y pu•aC:x:: IPUVa::v Law. ' 11 iimiJ P,r,I I Iod,!:: Nunn Crly Villzoe Taa•vrin =mcel-ax No JOSH GRIMM TOWN OF SAINT JOSEPH 030-2149-07-000 I' nVClev 1 I'sc j1 Eke, ISA! Drt::~ "Din c--,5T- Se~:1mn: TnwNRangr..'Ah t. No VV ~V1 36.30.20.3032 TANK INFORMATION ELEVATION DATA "YPI, MANUFACT-IRER y'nc~ CAPACITY STATION LS III rS ___yv peptic tlXC"i TAT Z06 Lcncnmark it 0 dt~ easing D~ $Q'~ All BNI Co r' IL, C J.t,~, • ~.llIs~f.2 Bldg Scvcl . -75 Holdlnc SVI 11 Inlet • 11.8 '7 .SS TANK SETBACK INFORMATION SUR 011110 "ANK 12 ail WELL BLU' ent'u b11RC ROAD DI Inlet seplt:: 5G 1 7L M Bottom 1• 0.1 76. qej Uosl"U 0/ 7Z Z~ , HcadcrrA"ar.. !C S-q 4.49 Aeration D:st. Prpe /q. 00 tioitlrn. Bot. System c-,3,% y PUMPISIPHON INFORMATION Final Grade 4 Z-7 47. 5 ^anuarlurer ZO~( G, it Demanc . Cove, r , 1. 5 ~•5 L ~Pra ter` C' , Monet NllmnP.r .-Q, S. a 95 1 JI I LIfL , 3. Henan t oss System H pCt JIDH `j5 rT Z- L 3 • L N t+ • b . (o `~5• Fon:entam 1 Lenylk DIa. r Dist tc Well t !60 SOIL ABSORPTIO SYSTEM BED.TRENCH uRdt^ ana:h INC DI l.ench- / PIT DIMENSIONS Nc 'Jt ^R5 ms~dr C e.. bqp : Bevtn DIMENSIONS I D Z SETBACK SYS1 41 P:L BLUG Vsrf-l I L AKEISTREAM LEACHING Manafact.rcL~' INFORMATION Tice OI Se°.Ien A CHAMBER OR c6•^:0 UNIT Motlol Num DISTRIBUTION SYSTEM e J rrr SSS L P1 S I mc,y hi:nul:)01 DISCiou90n role ;iac x tlnlr ywln~ %1e c An I,. e -'IDClSI L_ le^utr t0 Ure cnnni C!Ia SPacn~_ SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only a F, I, o- e: Dene, r Per leFlh of See<m:f+:;nddcx: xx G4J:C:e:1 Oa F.xv'im-.:A Gnnmi / E?tl'l rencn I Je.a: xco50 L Yes No Yes r,:. COMMENTS: ;Include code discrepencies. persons mesent etc. I mmpection #1 Inspection #2. Location: 2:i:1P:74THAVF 4-- O~• 1.? All Btvt U-- Teri a BID4 sevr_' knuRi = T B - amount of cover = / , I /k > /t7 6.ti O=WE- V ~t 1, V, f 1 • / fe-vision Required? Xyes I-' Usaetolliv., sale I1(y. additional Information.. NO / V _ I G v (~~/I Date e::.• aaY:: f. urr Cer. •.C sBas: ro tHa:y; ~ PUMP PERFORMANCE CURVE 1++' Iv PUMP RrOP,MANCE CURVE SJIVIP E^_JEKT MODELS 1+. _ E t.'2" & 3+c° SOLIDS PASSING CAPA^ITY 1% 1434 :C N IY JE'- - f ° 1 l u t T_- 1 - :r - - - - - - - - - - - r1F ~ \ _ tEtt ,:}V' it,G tdH':1 e641B_ U) lu. lY 1AV l Lr~ tl - f 6 E S [ r\ 1 Y_ ' K S 7 T 1 t ) I _ L 4UTION tln.: IE=:m e.trr oe s.lv:=I, zt I DE'sC" E IN'Z =71 ~7 - _ - ~ PUMP PERFDP,MANCE CURVE - - SEWAGE MODELS - - 2" SOLIDS PASSING CAPACITY A-- -F . Nr; ~.1 s'A>ti-a, 1-7- 3ya ® Indusm Services Division !•m"'n RECF-IVE 1-Doll Wa.hin¢unA%c -->A oE_ I (1 ,{,,.71(2 SaniUn permit \umbcr nn he lillod w M1s'Co.l OCT 0 5 201?; ST.CR 4W" jt IDJWKETAT03QDM Sisk Tmoxa-uumb. w(dan.W1'7bI`.\1'~.<3k1 "\I'n. ldm ru :vhm, , 1 ,t t tl 1I ,q+ I nit cywral prior to oblammc a s~n Ban ps-mw . t...\I. ..ncd 11 t1 1 , a.: , +'v, nt.d to 'rolcsi :\ddress f d dtffcrud than mailing adbI I hyaMtatl t Sa fell' liol 'hmal s n ...'a.enal ud: m a; n.n t u I.ruri.IV m» 1 .%;j bs sm.ndm - ~~p'• ,fI L, ri.KCS in a..ordaace kith the hi,,I law i\If4i 1 )Im i A I t licanon InformaNal please I'nn1 -UI Jo n on I'+.•put, t rwYnor's ]amc - - I'uccl R ...1'7~1~ `i~~ I✓r.. y.n 4 J ~;.ZL' -tlu gl- C. A_ Of_. s / a1, VAI hlailina:\ddrwx i1'roioapeny 11-1 --t)111- 3 50 go- (;.\I Lot )I State /Ip 1 ,nlc phone \unt!nT _ J S V ♦ .;nm; 7. c,,- 1 _C y Vt R v G or ll"` IL 1\ pe of BuBding (check all that apply) I aN ly I'IT 2 Fantih' ITaclhng Vmnbu of Br.lrwmx C I'ubha (bmmcrcial- Ucsenhe It ..c / o n , ❑ C,IV of _ hGJyL~ CS\I Vwtber C \liku, of - ` _ - ti;alAe Ownul Ihaentw I sc r~ ` Io,. of Z J1.;4t_ L.~lA,7__I~ZZi-22~~naw~]~1_-5 I11. '1'spe ref 11crmil: (('heck ooh ojhua (An line ompleir line If if applicable) - ^A- _ \ \cw Sl.l n, ❑ I< y6eunent Ss stun ❑ T¢aunua It. Idmc I md. RgdatzarI (ml, ❑ ( ah Voddiaeti,m f .isanr 11 tun real,l:+m r LM 11 -,ui puma \umlwr mtd Uah Lxuu1 Vcw ^ 13. ' ❑ Pcmut K. u+sal CI .rnu1 Rss nrm C. Chang, of 14 .unbcl ❑ Pa Tl ftwnt'cr It Rc Rue I sf, .lion (nsner I\ of 1'O\F 1'S S\eteml_(.nmpmlrntrlles irr: (Check all Ih l ippI)') Q \ompres a cd ht<im.md ❑ livxstmztti !n (innm I n .\t-, isms ❑ Mound _24 m. of,,ufl soil \1 wd )A A., al-*u.hh 16.ldmg Tank ❑ (411 I hspm.i Compoaw Icsplam l _ ❑ l'ruusaln alt 1)".c ('NIA.nn( •~S \ Dta xrsai I'rcat cnl lrru Informa6un: Dola~sIV. Ruptir ol,sll U,p,al 1I lisq y. cd,sll Saslun I'Ica'alion( enflow iglnll Uatt_tSd\ppb.wian Ralti cp y, /S \ L'fank Info •l'apa ila ut total .d \I n d:,amu u liallarts t•alimtx Cnit. A i' ~ „ ; `:ew Twi... Csnlay, Tads ( 9 1 a 11 e. 1!-1 In,. ~Jvf7 \ 11. Rmpcnsibilim Stalemenh 1, the unacrxegurd, asxumc responsilnlit) for inslallal"a of the l'I f S shown on the attached plans in 'iumhu • \amc Ipnnq plumbu'. Sipnalwc / \Ip'\Il RC Kumha Itu nx 1'hwe Vumbu [ i I Lm,hu'<:\ Id, ISlrua. < It\ 141, Zi Code) _ '31. y? /J CC G -/d \ III Punta I) parimrnt I w Onls 11* - l I smu fcc - i J) lI d leswnc.\gcnl m+tur, = v Ku,m I r \niai IS. nndi trot for sapprusal r .k.. 'm Fl e p,1~ ta'r gL ,J I Upper+ai I mtul all be e~,lic>s _",*;1 p pK mn'.epemen! plan p,o werl by Autnbe;. /t J 2. 'A1 M%0* roSaJre*•-W" MI ua r. s rt' r.E4 Y r per wpF ' C00I I :111411. - toLni~„~~,,.. tl _i-t ,,j e,.1. -1,~urapo 1 tr,.mvu1 ~7i.... 1.. - P I~ 11 I. ',NI *d er6 ' i ~M,t ~ ~C/" f~ •t3 AG~L^:+BLE. CYF::K HO%AS A~'J=•''PlE Gy3~Y: BOX r SOIL EVALUATION scale: 1'' 40• SYSTEM PAGE 2 OF 4 SITE MAP H PLOT PLAN PROJECT NAME: oeSlCw vinm- 600 ecn Grimm 4 br new construction ~ta: Attach design low calculations for commelaal plans. Ma Matterialolah , 'ASTM 4" Sta3034 rn annHrsl ;TPVCa_tAes 384.30-°_ 8 394.30.5) ~ROJ~GT AWHESS. 233 124th 1(H) ave. . .j N Pipe BM symbol: V 2N Elwatir.~) r I n/a a6I Dtt. ld on top of 3314" PVC. pipe Ia~. IMPpRTAV? Slope GludkM!'.4j 3 'Nell S\mOd fY epPllW:lok O tlr r;wffI Show groan-loleaaW ernLmu a'S.)itrlM. i1bals. I TI-tell Ana v, 0 m.'"Ame Ire _ll . it 1 r~ c~ 'p stir 0 i':i. i 41 b( I I r~ C( f P 2 cells of ~J. PAGE 1 OF 4 In-Ground Gravity Plan Index & Cover Sheet Component Manua! Design References Version 2.0, SBD-10705-P (N.01101, R. 10112) Pg 1 of 4 Index & Cover Sheet Pg 2 of 4 Plot Plan Pg 3 of 4 Dispersal Area Cross-Section & Plan View Pg 4 of 4 Management Plan Attachments: Enclosures: Filter maintenance POWTS Application for Review Soil Evaluation Report & Site Map Project Name /Description Grimm 4 br new construction Owner Name(s): Josh Grimm Phone: _ Owner Address: 10850 Sailor Way Woodbury MN Zip: 55129 Project Address: 233 124th ave Govt. Lot: NE 1 /4 of SW 114, Section 36 IT 30 N-R 20 E ❑ or W Township: St. Joseph county: St. Croix Project Parcel ID 030-2149-07-000 Designer Information Designer Name: Eric Schoenberg Phone: 715 -313 -3103 Designer Address: 12839 30th Ave Chippewa Falls WI Zip: 54729 E-mail: ekschoen@charter.net _ License Number: 222.022 ••41!90pNS~..,~ , Remarks: ,c•S' ERICJSCHOENBERG' L D 1738 CADOTT i wl ^ ,••••'4,OF31G....e•••••• Signature: ~ I t L<' ( J1rt' Date' " Orgirai ioi 1 n 1 = rGiuu 1 i 1 [I tlFJ I-I- CHP.K aOK Ar All. K.Nle na%A, 4fR1 Aa4F SOIL EVALUATION Seale: s'I= 40 fit SYSTEM PAGE 2 OF 4 SITE MAP - PLOT PLAN P'iOJF.CT NAM=: utsicw Fltar. 600 CIPD Grimm 4 br new construction 10' Attach Design flaw calculatiors for commercial plans. PROJECT A]ORESS 233 124th ave. Pipe l0 l / ASTM Standard (t mblos 381.30.? A 30A .3!}5j N 5an:lary JCwcr 4' 3034 PVC aM syrrc:a- aM FJwain. 1011 ~ r ro•cc N:fv:' RM re:.:-latxr top of 314' PVC pipe nJa Graaha (81 trgicma >:,~i>; IMPORTANT: of tested Area. 3 wel! sym*;d 04 aepncadel'. O a'a.,m„annra. Slow grtwno elevation contours at sultabe interval; on Ne aaprap'14e IM. rr,tnls OSPS 3E~3'+"; :a~~r•=s p ~opokd , ' orJe - ~j ~Jj \ ~ i , it i 41 a Cells 0~ ;i r ,c rpplcCe•-e~~ _ i L = PAGE 3 OF 4 I Z?a o Z W L cu a > U a) _0 c y Q r~ QQ o O c n E cal m (j J Z 3 cc E a a a a ~ E d ~ ~ 4l N c , LL a, V V O R= L - L n ,F k tV 9 Q > --2 m W a) Q. a 4_ N W t/1 J m m eZ c9 5 _ LL =W s I I M =3 j CD N Z> ° J I r p CO 61 cl, 2 m w W Z I E co co ._I QL O U I p z u II ~UU) I I _ a QW ° 3 I I a w (L U~Z o 7~ c m 0 } O ~ 0 o Lr? (U U r I , o W Q U vl I I o w W a 6 1 g I of Q E. o m m I I I C _ _ I I I (/J W n ° I ¢ c I U) - v c `c I s o 0 L) 0m) Q•~ C C I m V c0 V N nl ~ I 1 I I n II II x F- j I - * CO .°n n c Il a 3 0 - I I y u ~ ~l c co W C~ ° c'a I I z o O M ° I I @) o C yj " rn t d I I W N II O M y3c LL W s Z _ I i J I ~ Q l I a G I ~ o L J N Z '-i= + D PAGE 4OF4 In-ground Gravity Management Plan IMPORTANT: The owner of this in-ground gravity system shall be responsible for its perpetua'. cperat'or,, and rra':rterance pursuant to requirements of SPS 382-384, Wisc. Admin, Code. Pursuant to SPS 383.52 (2) Wisr.. Ado' r Code this system shall be considered a human health hazard if not maintair(,o n accordarce w.th this ai:p•eved management p'ar:- Farthermore, all inspection and maintenance activilies small be. perfumed by a registered POWTS Maintainer in accordance with SPS 383.52 (3), Wisc. Admin. Coce. Maximum Dispersal Area Operating Limits: Design Flow= 600 _ gpd; BOD., 220 mgL"'; TSS 5 150 mgL'; FOG 30 ni Inspection Checklist INSPECT EVERY 3 YEARS type of use age of system nuisance factors ('r e, oeors. user complaints, etc _1 -vGhanical malfunction ;;.e., p,imos valves. s',%,tcl--es, floats. etc) , material fatigue (i.e.. IeaKs breaks, eorros;or etc.) solids volume in anaerobic treatment tank(s) and any distribution appurtenacce(s) (i-edisinh.,tlon ; drop rn:zeci neglect or improper use (i.e., exceeding design capacities, prohdated activities, rite.) extent of ponding in distribution cell prior to dosing dosing irregularities - if applicable (i.e., pump re-cycling, float switch settings, etc. i electrical components - if applicable (i.e., wiring, connections, switches, controls, timers alarms etc.) distribution Lateral or lateral orifice plugging (measure lateral distal pressure - ccmpa-e to dos nn specif r;;l on surface discharge of offhrent or sewage back-up into structure served Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary) Septic and dose tank(s) shall be pumped by a certified septage servicing operator licensed under s. 281 18 Liris Stals. when the volume of solids in the tank(s) exceeds one-third (113) the liquid volume of the tank(s) w as required by local ordinance. Disposal of contents shall be pursuant to NR 113. Wisc. Admin. Code. Effluent filter(s) shall Inc. insuected every 3 years and sha" he cleaned when necessary to remove any accurru aced s lids uc jvdirc to mawf=tourer s spacifi atio~5s. Asa ; :xic pe-iod a. a v,ays be greater tran 12 montrs System maintenance reports shall be submitted to the proper local government unit in accordance with SPS 383.55 Wisc. Admin. Code. Report any component failure or malfunction to: Name of individual or company: AWS LLC Phone: 7153133103 Local government unit: St. Croix County Phone: 7153864680 Local government unit address: 1101 Carmichael Rd Suite 1200 Hudson WI, Zip: 54016 Ary defective pail of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1), Wisc. Admin Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383. Wisc. Admin. Codc. No product for chemical or physical restoration of the POWTS may be used unless approved by the department in accordance with SPS 384. Wisc. Admin. Code. Contingency Plan I-r the event that any failed treatment component of this POWTS cannot be repaired. it shall be replaced pursuant to a plan submitted to the appropriate agency for review and approval. A failed in-ground dispersal component may be :mandoned and replaced by a code-complying dispersal component in a pre-determined area of suitable soils. System Abandonment If use of this POINTS is disco-rtrued, it shall be v.na ndaned in acne rca~~ce ;,pith SPS 383 33 %V sr. Adm r. Cude. W c; 3 g T =2T= -0 a ~ Z ~ a a 0 c c c ~ 9 'u' Z O i Y 2 _ }y Cl T. N L N t ^I ~ L Z 7 W C7 c a O y ,f 5 C C = ~ ,r_, a 3 a - yaa p r _ z c r 7 c ••o ~ E W 3~°. PL i Y ~ p p Y - ~ 0 T N ~ ~ t o CL to i 2' c ` Q~ o L N W L c o P m~ y W a g N 3 a - ._._J 2 Jd JO E Q a, i V CL Z; ~.d t L E r. s n C L j y Z u a?t E K Q o u a .x - a CV E L U Q Q~ ~ 1 L T~ d q j ^Q a _ Y E L N O Y L v O ~ © N L O 4 G T N q ^LM W P~ J ~ O 1 Y.I ~ _ C V r c < a a . O v 6 SL a C a C] F L te. 8t 9 £ E_ Z rn:n 9 2 0 y o c ~ W ® Y S C r O O .S 3 L O L'. Y C 1.2 € ?ao Y q 1 p c 0 `J C LL y 9 s I T w n 4` u F L M1' G. r d A~ E F Y V N C y I N 9y I . O 0 V G J ~ Y N L L E I C Y I = E i+ ~ °.~.a„9=a I +a I ~ : 3 I E 1 naJ~~F f~ 1 N ~ L L L_ i y ~ xa<a 1 C ar I E c _a ~G I C T zi~ 16 cc W ~ I v 1 10 ZE ^I ~ n i J 6 C r F ® Y 1 J Y L ` 6 j~ 1 ~ 1 r ~N- O Ln SEE SHEET 2 Rlgi T OF--WAY co \ 446 X~tU~~ .nl X19 ~ F o I 64 7p 14 Q N~ t = h ` I ale j / N N n r .-y 1 f G\ n o o 8'R / - I \ n rQi ro \ P~ :0Z mG?ory^ry~l \ I / \ Q W Q U hNRl 41 z \ C9 - X\ Q W W Gi 2 2 2 \ N = o \ cc ' All, \ 1 \ 7~ N00°48'14"W G 841891 rt _ I --L couNwPLAT oF: SEVEN OAKS LOCATED IN PA OF THE NEIN THE SWI A. PART OF THE NWl! OF THE SEI 4, PART OF THE BEIN OF V THE J AND PART OF F THC CON OF TNC SEls4 Or SECTION 36. T90N, F20W, TOWN OF ST BT. . JOSEPH, 9T. CFOI%CUNTY, WIBCO N.^..M. ~'vp'LAl EO k\: V'v. ..e e.w I r f I 1-7 gi _ - ,IKM IIVMr Y1•tCM I _ 2~ a ♦s~ cm non ie. rnn. nvow lpp piM f V 3.. 144 jmmFm" W, e _ rw Mi mflh \ !f~ YYrYrT 1 - l.r.rR •W • ~ v.Y. , V IM t.V.4 4fO»ma sY n•.V~ . ~ 111 .,n o0' ~l .I . 1'INL TAlG wl~N.AAti I l~ ~ {,prl L0.1'T ' m " ~ Eta`19 isti»Y ~T~M_ti,` A' ,y~•~ ~ Iµ4 .1O.a:wi~ s rvn»l 4MYT t w a a••[n S1'. CROIX CCIUN'I N SLP 1 IC TANK MAIN I'EN.ANCE AGRUNIEN 1 AND OWNERSHIP CL-R I IFICATION FORM ()wncnRuyer_ ~V 5~v 9 S r I eve Mading.Address 10 3 S 0 S 4 i• (Cl r (.v °y (Al I ad u/~ ti S S/ a9 Pr,rpert Address Xl /l / 3 ► ~I r OU $ d A ~ J +4 rri ll._ rcynirc.l It nn rnnui, k /ornnL U ,rurtuu'nt for nc,, c. t,irlion I Cil.iStale Parcel Identification \unibcl. V 3 U a1 y g.~ U7 ~O0 LEGAL DESCRIPTION opuYy Location AI'~ . 5 Cc/ Sec. 3G N R(j(1J1', 1 atcn of S~ Subdivision Plat - Lrrl ,t Certified Surrey' Map # Volume Page v \4arrlnh Deed # _ (bekire 2007)Volllme Page ?i ,r house ❑y cNJ o Lot lines identiliabiivEvesEll- S] STEM MAIN I ENANCE AND OWNER CERTIFICATION Improper use and ntaintenaucc "I %our septic Naslcn..uuIll result in its premature I'alure to han.li. tu„Ica. maintenance rousi.cts ofpumping out rtre septic tauk eken tiu'.e• years or sooner. it o"ed. be a li.cr»ed pumixr 'hc syslcnt urn alle"t the timclinn of the septic lank as a licatlnent singe in the tkasR disposal system. (lo'ner nrainlcnanec r Ctponsihi lilies arc specilicd in sSPS. )83.52f I I and in Chapter 12 - St. ('roil Countk Sanilan Ordinance. the property owncragrees to suhmil to St. ('roil Counl, Planning X /()nine Department It certification 16rm. Sizrx,l 11 . the ancr and by a master phirlrher. Tourney maul plumb, restricted plumbs or a licensed pumper verilj ing that (I ) the on-silo ~ te\wwr dislxtsal system is in proper operating condition arl (21 alter inspection and pumping i if nccessa % the septic tan). Ir„ than L3 hill ol'sludec. I'wc. the undersigned hake read the ahoee w(juirements and agree to maintain the prioale sewage disposal system with nc,. ,t:,rdards set firth, herein. in set by the Department of Salieo :Nnd Prolessional Set%ices and the Department of Natural Rcsorncc'. t,fur. -,f W!sconsin. Certification stating that your septic system has hecn maintained must be completed and returned to d-, s'.. t. n.i t aunts P:anlling fie /.oninp. Department within 31) days of the three .war expiration Jute. !:\re cenik than all statements on 1K troll ate ttr:. ti. the halt r 1 in OUT knur\Il'<(cc. 1110 am.:nc 1111 ou')Cll Ol t!ll rr. I' •a. described abuse. hN tirlrle ofa te:u' .ir:r de .I f< f in Kee ,4 .4 DCII,' O'Ik.. Number of bedrooms PA 6-11~ /u y IJ SIGN \TIJKL OI APPLK ANT(S) DATE information that is misrepresented may result in the sanitary permit being revoked bk the Planning K Zoning Department. include with lhk application a rcmrded n:erent,. decd firm ft:c Reu,.tcr of Decds fake :urd it Lop, d the cmtttud sure r. mlip if rctircneC is L`TaJC IC 1rIC '.1 ,111 .toll Ji't'd (RI'.A. 04 .'131 NvIStCOnsin SOIL EVALUATION REPORT #1760 Det:ailir1e%of Commerce in aGrordarcc wilt Comm 85 'Jvis Adm. Code Page 1 of 3 Division of Safety and Build rgs steel s Soil Service. Ire. p A.Ilach complete s le plan or paper not less Ihan 855 z -.1 mpn s in si[d£bldmliyrn County t Croix rclude, out nil limited to. vertical and horizontal rwereice III ierv+t, dueT{w~hhrr 99A6C peicert s ope scale or dimensions. north ano•w, and location rid distance to nearest road. reel LD C; 3 y 9 7- Please print all information. ./AIL 1 l Peisonal rfotmmirr -iju rov de m'• he i:sed I, Sec i,~ CYRiny Date G f on Carr ourpos s Pri ~•yci Lea. S IS c4 'j (npi 2-Acl rropeny nor Qtly lb s. Terry -na NE1/4. Nit 4, S36• T30N• R20W Property Cwhei s [Jailing Address L-14' Block # Siod. Name or CSM#/ I 400 South 2nd ST. na Seven Oaks - 1 i^ R }-0I l City Stale Zip Code Phone Number City Village Town Nearest Road Hudson WI 54016 715-386 0252 SI.Joseph 125Th St ' 'I Now Construction Use. ' Resdential i Number c(bedroorns 4 Code derived design flow rate 600 GPD Replacement Publ.c or eorimeicia - Describe: na Parent material Knolls of pitted outwash plains =lrod p am elevation if applicable na ft. General comments Conventional system. system elevation 94.15f1. Trenches spaced and depth to code 4.25ft below grade. and F11 Boring # Boring Pit Ground surface elev 98.40 ')enth to I nut ra factor 100 -'/in. 'Soil Application Rale Horizon Depth Dominant color ! Redox Descriptor Textufc Stricture , Consistent Boundary Roots I GPDJI' in ` insell Du Sz Cont. Color Cr Sz. Sin ".I - ----l 1 0-I1 11 none sit 2msbk mtr cs if .6 .8 2 11 41 10yr4; 4 none Sid 2msbk rnfr cs lvf .4 .6 3 41-100 7.Syr4J4 none cos - -osg nil na na .7 1.6 T Z Boring# (Boring " Pt Ground sur'ace elev. 97.50 _ II. Cepth to irn ling fact,,[ 100 '~.r Scil Arpl ca':ior Rate Horizon Depth Dominant Color Redox Description I Texture Structure Corsislerce, boundary Roots G_P_ DPP in. Nunscll Ou. Sz. Coil. Color Gr. Sz. Sh. 'Ella- -E". 1 0 8 POyr3;r1 I y none sit 2msbk rnfr cs lc .6 I ,8 2 8-27 10 r44 none sicl 2msbk mfr cs I lc .4 .6 3 27-67 7.5y(4/4 none I cos osg ml cs na .7 1.6 4 6/-100 7.5yr-1/6 none cos osg nil rid na .7 1.6 LfSuent #1 - BCD,, 30 < 220 mg.'I. and TSS >31< 150 m14 • Lllluent #2 - BOD, 9 30 mg:L and 7SS < 30 ir- L CST Name (Please Pnnlj - , Signature r CST Vurnoor David J. Steel - r- 248956 Address Steel's Soil Service. Inc Cale C`valuatinv Conducted Telephore Number 994 20^1h St. BaC:vnn,'VfI 54002 U2 l12005 715-760-0347 : rncarty ov.,:er Pinus, Terry pa.cel Dpi pending r=age 2 of 3 Boring k Boring Pit Ground sx'ace e''ov. 91.20 fl. Cepth to ~imnmg factor 100 m Soil Application Rale Horizon Uepth Cominant Color Redox Description Texture Structure ;)cnsistencel Boundary Rods GPD!ftT in Munsell 01, 5z. Cor.t. Cola I Gr. Sz. Sh. •L-191 •E"2 1 0.8 10yr3/1 none sit 2rnsbk mfr cs 1C .6 .8 2 8-31 I 10yr4/4 none std 2msbk mf Cs I lc 4 6 3 31-62 7.5yr4/4 none cos osq nil cs na .7 1.6 q 62-100 7.Syr4;6 none cos osg -I ml i na na I .7 1.6 Boring If Boring Pit G•ound sur'a::e elev. It. Cepth to limiting factor in. Soil App ication Rale Howie, Uep:h Commart Color Redox Description Texlr.re. StruclurC Corsisterce . Boundary Roots G-L"t' rt Pdunse I ou. Sz. Cone Color Gr Sz. Sh •Effat •pp T ❑ Boring q Rcrrg pit Grounc surface elev. 't Down to h.•niUng factor in. So l Application Rare lot Ion Depth Dom rant Color Redox Description Texture Structure Consistence Bounoary Rcots GPDAt' in. Munsell Cu Sz COnt. CClor Gr Sz. Sh. •Ef-.I •Ef`k2 iflucnt K1 -BCC,- 3. < 17:i n'g+~ ano TSS -3p 156 try+l ' Cfflucnl -ROD 30 mgT and -SS < 30 mo+L The arirreot o.`l'onnrrerce IS an cgc:d upporumitN .tic: prov:dar and emploxcr. it pon ncal :nsia:uue to a..czs scnicr• or aee:l rnzt:rial i:t :m uhcrncu. lunnnl, r'e:ue contact tit, department ;d 6115-266-11? I or I rY 605-26.1-577? STEEL'S SOIL SERVICE INC. 3ot3 David J. Steel Terry PiriuS 994 200`I' St. CS'f-POWTSM W I4 ,S%N'l 4.536; 'ON'Y20%V Baldwin. W1 54002 Lic. 4248956 1 ow~of/St Joesph. St. Croix Co. Direct 71 i-760-0347 ~ Lot, 7 FaN 715-684-;439 1 This soil evaluation was conducted to satish• n coning requirement, it may or may not be suitable for vom use. Fire location of-this test may or may nol he as shown, as permanew lot lines were 1101 established at the ' time the soil test was conducted. Legend N F-401 Benchmark Ele 100.00 it Top of ! I" pvc pipe • - All Benchmark I-Ie. 99 90 It -1 ❑ Top of •'4" pvc pipe Boring's Boring, Elevations BI 98,40 it 132 - 97.50 It 13 = 97.20 If 0,011 it I - - s/7> , .t iL.~.LCr COUNTY !TEAT OF:SEVEN OAKS +~..1, -.-u+u LOCATED IN PART OF THE NE/ ;4 OF THE SW I;4, PART OF THE N'W 14 OF THE SF 1 A. PART OP THE SE'V4 OF THE SWIM AND PART Of THE SWI 4 OF THE SET;4 OF SECTION 36. T30N, R20W, TOWN OF ST. JOSEPH. ST. CHUIX COUNTY. WISCONSIN. oPAWAU L sa rNr n L Ma - 1257N AVENUE a T-- P u ~I ar A. A: ~,:1§~ t I~ a ~afl' - IYi LOCATION 56ETCN 5 1. AMA., c a ' sty nlJf ` OWNLR 'N "a iMJ41. Jp` i 6 JJ` MJC'aV4 PREPARED ET: y1O v.ul u + , . MI- ~F 12~TN AV VENUE PREPARED BV: 1. AAA NI VT- '~~)N ~ ~ • .....w... P» aP CVRV[OIT1T y j ~ ~ ~ rT ll " 'r! 5A IN(: III r.wr A A, 11.1 T IIII FII T • ...-I - .i... /l 1 b 8 Z f• .aa. .a..i ir1 a.....c a. uu s .mru j O1Y r. 1 Y AEI -AA F /OG At I Z-1 A A 1- LA ;r%IF 'AT 1, Al AIL .1 A- a..._ w ~vs e.: p1..' 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