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HomeMy WebLinkAbout004-1074-30-000 •F Wisconsin Department of Commerce SOIL EVALUATION REPORT age of 3 Division of Safety and Buildings In accordance with Comm 85, Wis. Adm. Code county S!' CI?D 1 Attach complete site plan on paper not less than 8 112 x 11 Inches In size. Plan must Include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 1%4- I DOA - $0 U Please print all Information. Reviewed by / 'Dais Personal information you provide they be used for secondary purposes (Privacy Law, s. t5.04 (1) (m)). 22_ (~1 ► t~- 6 -N Property Owner Property Location {{E"S EF, M000 Kh lZAEA F LOE Er-7, -48944 W ME 114 N vJ 114 S It T 24 R ~S W Property Owner's Melling Address Lot # Block # Subd. Name or CSM# J~h AOE r ~ Gzv ~ t2 ls~ City state Zip Code Phone Number ❑ City Ile To""~ Nearest Road $•P PO KT, I/A A 5,SOO3 ( 65) 430-01% I 05 of3 OPru New Construction Ilse: Residential I Number of bedrooms 2 Code derived design flow rate GPD ❑ Replacement ❑ Public or ~ommerdal - Detrxibe: Parent material LOESS Flood Plain elevatlt'rii applicable General comments and recommendations: M uv.tJ C_'~ S4 Sj E m'\ 2r S A&3 D IF I L.L FF NF-9 ❑ Boling gT Cox 117 "g >r?Y Bon pit Ground surface elev. ~'S,L ft. Depth to IimltinV factor ~ &w-'E Solt Appfication.Rate Horizon Depth Dominant Colo Redox Description Texture Structure stance , Boundary`'• *o GPDM 'Eff#1 '002 In. Munselt Qu. 5z. Cont. Color Gr. Sz. Sh. i b-S l0 z s 11 r d S - _._0..5 av - O .S 2 5-41 101 zi S1 1 2S-njabK Is O JD 2_4-''r) S 0 3 -{2 0 (Ly12- r SI 1 nnj t 5 S V a2 0.3 t2-) IOY 3 3 - d C-5 1,1( 3 S 1G-zo to 3 7 't 2 bK d 04 20. l0 3f 7,5 gt lmab 2 0r3 Z Boring # ❑ Boring f D Pit Ground surface elev. tC -ft. Depth to limiting factor in. Sop Applicaiion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDJf4 in. Munsell Ou. Sz. Cont. Color Gt. Sz. Sh. 'Eff#1 'Eff#2 I 0-to to z stI 2f~ As 3 - oS 0,8 2•- IOy ~L t~ 2-i-m b ~5 2 - t7,S -3 -I SO VK33 t ( p,Z- 03 '401q to c s 11 sbK sh - 2~f S o, Effluent #1 - BOD > 30 < 220 mg/L and TSS >30 < 150 mglL ' Effluent #2 = BOD < 30 mgA 4TSSI. g/L CST Name (Please P rint) Signature er o Hot. sT& , t'L zAddress Date Evaluation Conducted Number W9t?5 ~9o+'`Ade, RtvE FANS wI 5u1o22 11-ot-o1 2b-1'17S Property owner mOOS?y FW~bt=1~ Parcel ID# E`~~' 1f7D1'~0 Page 2- of ❑ Boring a Boring # Pit Ground surface elev. ft. Depth to limiting factor in. Soy don Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots .E GPDM In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. t 0-6 to /z z 'f- - d av) 4-m o,5 ' Z- 10-q p v t 7 d a -rn o. 3 q-i3 v~ a - s't 1 ds c z f-rti ,z_ o, *40 \3-2p ~3 l0 4 1. .Sl l d Sh l 0 z o y \A Co a Boring # Boring - ❑ pit Ground surface elev. ft. Oepih to limiting factor in. Son Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDItf In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ❑ Boris # Baring ❑ Ph Ground surface elev. ft. Depth to limiting factor in. Rene Horizon Depth Dominant Col Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh, 'Eff#1 'EH#2 Effluent #1 = BOO, > 30:5 220 mWL and TSS >30 < 150 mgt- ' Effluent #2 = BOD, i 30 mgt. and TSS 130 mg/t. The Department of Commerce is an equal opportunity service provider and employer. if you need assistance to ccess services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264 8777. 9an•t)10 (N.6Alq I PLOT PLAN! pAa -3ff 3 A eAr-M.L- wcA-V- tnJ - 3t - ! E tN tZ. v f ~ -rfi r✓ ii S . 3i -T2-9 4 '100 F' CA T, CVZDX tJl 0 10A) hKE- tlz.~~ r 5E16 ~120D1 EM5 "0 Comm 8.5 V's F~ Cr ml- d J 14 64- `c Ca we, ! y X10 L pr<'.~~Emy t_tiN~ AjollON! .Q X _ VD-N 51GW-b C5t ~ ZZ~-V83z DATA: 1-01-0 ST. CROIX COUNTY r ~ WISCONSIN ZONING OFFICE / N / / N N rrrrra~r ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016-7710 - (715) 386-4680 FAX (715) 386-4686 Page t of 3 COUNTY ON-SITE VERIFICATION FORM Inspector: L41)1k/ 6 ix A-e 4-t-, Date: Ca ' Parcel IDNumber $y- ao 1 r yo _ 9) + I -lea - to-rao . 16t) ~~~eo~- -tom t3) Property Owner ropertYLocaton Meeo y Govt. Lot 114 114 S 31 T 2-9 N R Mor)® PropertyOw+ner's Mailing Addr~ass Lot # Block # 5ubd. Hama or C514Yt 2 z N • S-~`- ~ f City Stale ZIP Code PlwneNumber []City (Village ❑T n Nearest Road 53'06(&V)430 - 0983 APJAJ4 \ iL Y s-t~'a RP, Newrconstruction usolgRosidentiallNumberotbadmoms........... Code derived design fbwr_._.... ..._...____..__.GPD ❑Replaicement ❑ Public or commercial - Describe: Flood Plain Elevation if applicable General comments and recommendations: Boring Baring 11 L~__._J pit round surface elev. ft. Depth to limiting factor _-0~ _ in. gpt Application Rate ~--F--' Horizon Depth Dominant Color Redox Description Torture Structu re Consistence Boundary Roots GPD Tf in. Munsell iQu. Sz. Cant. Color Gr. Sz. Sh. T-01 'Eff#8 .DmZ Z 5• 2 w' I v 4D S f / 01?Z 2 13 "-f- re J4< niw h o 4 41- IS t~ Conditions: S ILA- J sou. Soil Survey description: Notes: Tk -L5 &,4- 5: 4cL 3~ C~ Ssa.`~S FEE: e~t,~.~,,-~ o~c~ p . ,~4-Ei s ~ t>~- c-P~e -W -ems. s.@~.. ~ f4e& _6,XsL ~&UAM~ &W-W, ULr- _Aj~kj M~IAU LNJ~ F ST. CROIX COUNTY ON-SITE VERIFICATION FORM Property 0wrter__------ Pa IO#---------_--_ Page ----of---- ❑ Boring ~t c 1 Boring Z Pit round rface alev..._.....~_~1 ft. Depth to limiting factor............. In. Bail Application Fate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rods GPDdff in. Mansell CL. Sz. Cod. Color Gr. Sz. SP. 'EfI#1 'I= 0--9 z"r p s cr 1R- Vr+ A. A Notes: Jo' ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. Depth to limiting factor----- in. l an Rare Horizon Depth Dominant Color Redox Description TodL% Structure Consistence Boundary Rods GPDftf in. Mansell Cu. Sz. Card. Color Gr. Sz. Sh. •Eif#1 'EfM2 Notes: Boring # ❑ Boring ❑ Pit Ground surface elev. Depth to limiting factor-- in. Sal Application Role Horizon Depth Dominant Color Redox Description Texture Structure CansWence Boundary Rocts GPDff In. Mansell GU. Sz. Crxd. Color Gr. Sz. Sh. 'EIT#1 ' Notes: + Page of 3 ST. CROIX COUNTY ON-SITE PLOT PLAN S i Owner Name: Parcel ID Num er: Inspector: ti C e 4,~ N Ow ,Ak'~.~ Me~ s~~ a4 0,, Parcel 184-1001-80-000 08/08/2007 08:36 AM PAGE 1 OF 1 Alt. Parcel 31.28.15.13 184 - VILLAGE OF SPRING VALLEY Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - MOODY, PETER J PETER J MOODY C - FLOEDER, KAREN L KAREN L FLOEDER 212 5TH AVE N BAYPORT MN 55003 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description SC 5586 SPRING VALLEY SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 40.000 Plat: N/A-NOT AVAILABLE SEC 31 T28N R15W 40A NE NW ANNEXED FROM Block/Condo Bldg: TN OF CADY 4/1/66 VOL 421/100 FORMERLY 004-1074-60 (486) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 31-28N-15W Notes: Parcel History: 1-24-06 KAREN'S LAST NAME SPELLING Date Doc # Vol/Page Type CORRECTED.JK 02/04/1999 597137 1401/238 WD 07/23/1997 436/34 284722 421/100 AX 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 05/24/2004 Description Class Acres Land Improve Total State Reason UNDEVELOPED G5 40.000 37,700 0 37,700 NO Totals for 2007: General Property 40.000 37,700 0 37,700 Woodland 0.000 0 0 Totals for 2006: General Property 40.000 37,700 0 37,700 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Osconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page of 3 Labor and Human Relations Division of Safety & Buildings in accord with ILHR 83.05, Wig. Adm. Code COUNTY Attach complete site plan on paper not less than 81/2 x 11 inches in size. ,Plan,must m .~d "but- ` :PARt;~ I.D. # not limited to vertical and horizontal reference point (BM), direction and Wof, slope, scale or dimensioned, north arrow, and location and distance to nearest road. RU'Pt 6l APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION. , r fr9~ RE`y.- BY DATE ROIX AK PROPERTY OWNER: PROP90ht ~l LL'PcGL o'F Sp 6 ~j L GGVFFEeT lJ ~ 1'1/ 11 T ZT1 N,R XS E( W PROPERTY OWNER':S MAILING ADDRESS LOVE( 01JOCK D. E OR CSM # _ ~•O.3ox Z.1 ,o ,_.L CITY, STATE ZIP CODE PHONE NUMBER []CITY VILLAGE [TOWN NEAREST ROAD SCR-i~uc, of l~4,W1 S~['1b~ (~t5)~~a- 5~3S SP~tWG VMt ~Pfz~ $OS`(01~1 RS)WD New Construction Use M Residential / Number of bedrooms 3 [ ] Addition to existing building j ] Replacement [ ] Public or commercial describe Code derived daily flow qSO gpd Recommended design loading rate bed, gpd$ 0 •Z trench, gpd/ft2 Absorption area required _~,Z S bed, ft2 M- )S trench, ft2 Maximum design loading rate bed, gpd/ft2o • trench, gpd/ft2 Recommended infiltration surface elevation(s) °t% . S ft (as referred to site plan benchmark) ynl'U. \B"5MvD R LL. Additional design/ site considerationsRkZU tiA f V I?NVT MVW-t• w/ 1_;ZT`LAC&q*JT M5u,vp wAA-cy' W e1+ Parent material L C) Ts-s- Flood plain elevation, if applicable Ill A ft S = Suitable for system CONVENTIONAL IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK ❑ S ® U U = Unsuitable fors stem ❑ S KU ®S ®U C] S L~ U ❑ S ElU ❑ S O U Sig NCi7\-- curl ~F't6E" Z $QIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trencft 0_9 t•D`1R- 312 - sit z`~sblZ w~v-FH CS 77 7 7 Z I'l -t(a Ilz~ `-1 R- N[j - sit 1 P1 min C \,v \v~ • 3 i Ground 3 1b--Lo ra -t. 1z Y b - s 1 1 Z'~~ek h~ Bch e S - ` S elev. a ft. 4 20-3$ LO`1lZ b !-IT S!b Si J \Ca-V~- - ►jp : --L Depth to Z L.`f 1'fY 2 v f s b k limiting factor cl) C o N ,v S *It" 13 `tz 5/'L r L-r r v" Z O'' L R 4 ~I ~t Scr~E r Remarks: Boring # 0-cl vl0s' R- r Z s 1 ~-`~s b My C-S z \)i - s ` 2- Z 9-L9. Vw-l%z Y[3 _ sit 1 yn ~h Ctiv lv~ ?vn .3 3 119 -i t (3\-t R 9!6 X12 514'a S i t `FA-bk ►n~F1- C S ' s b Ground elev. ZB S LO`1 R L1l6 t, Si Ot6-3 ft. 0 s~ z' e Depth to limiting- 3 u K t f - factor lots ~ Lt k tt tr - Remarks: T Name:-Please Print Phone. 715-425-0165 Arthur L. We erer ebrer Soil esting & Design Service-P.O. Box 74 River Falls,WI 54022 S' nature: Date: CST Number: C ~~,r ~~-Zaq M00576 V l L~.P~-GET PROPERTY OWNER SP\Z-iju6 VP~Lhy SOIL DESCRIPTION REPORT Page Z of PARCEL I.D. # Boring # Horizon Depth Dominant Color Mottles Texture Structure GPD/ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Consistence Y Roots Bed Tn3nch 1D`1-.5 Iz sit z sbk Ynv eS zv f •s Z q-t U`1IZ 4/[j S1) v~P Yn f1- 125 NP • 3 Ground 3 t$=2y ~`t)Z3 c{R S1b SjI 1 C5U1K h elev. CR-C) ft. z s f'tw, z• yam- g Depth to 0 K 3 hr- d 1 t limiting factory Remarks:- Boring # OL L CA~vO k/S M V N Q l rv ~o 'N au j U ~,j , 13- Ground l S Z 1 U 1 YV S t elev. ft N3 S M Depth to h~ • 1~"7='IZ~t. \ZLU L 5 limiting i factor V-3 PL ~ PNAZ) PQ S P e\C> '8\-l aWkAnj X11 hJ OF 1--7 CIE;" Remarks: Boring # S - ~P P U ti-t Ground ' elev. ft. Depth to limiting factor Remarks: Boring # Ground ' elev. ft. Depth to limiting factor Remarks: gan_qo;,4orR oswgi PLOT PLAN Page 3 of 3 SCALE 1"= qW 31(4 pmt i~V C PLPE W/ LP~tf, • EL-16 3 ~1tAU~p~. SuRpq~e,~, B'~ 31 ~ - I ~R~Nh6E, zS• i E'fR.Ol7►`h~ I r~ov~p ~ i I _ I I ~ -t'~-nv NOT e-o1"'l P~-T OR o\Xr~ Tt"s ftItj;!A. I 25'_ _J g,3 3i, ~t-q9°_ • \4"~ ~ ~ l ~t s~lA . PV ~ ~uRub-1 of `h'tf~►vC~ x p c sr~. s 'u h 6mv' 9S-~4q (715 ) 42-5-0165 1400576 CST Signature Date Signed Telephone No. Wisconsih Department of Commerce SOIL AND SITE EVALUATION Divisd,'oh cif Safety and Buildings Page ( of tull of Integrated Services in accordance with s. ILHR 83.09, Wis. Adm. Code Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must County rC include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parce .D. # APPLICANT INFORMATION - Please print all information. Re 'awed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ~rj rye Property Owner Property Location Q s r~ Govt. Lot N~ 1/4 ,Vd)114,S Tab N,R /s E (or) W 12 U, I Property Own s Mailing Address Lot # Block# Subd. Name or CSM# City State Zip Code Phone Number ❑ City ED"V'illage Qf Town Nearest R°ld c~ e T7 S6 3 ~n CW) 1~s7eK PY ew Construction Use: El-R,,idential / Number of bedrooms ? Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow r gpd Recommended design loading rate - bed, gpd/ft2 trench, gpd/ft2 Absorption area required bed, ft2 --trench, ft2 Maximum design loading rate ~ bed, gpd/ft2 trench, gpd/ft2 Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) Additional design/site considerations Parent material S-/,,/- ev Flood plain elevation, if applicable ft S = Suitable for system Conventional Mound In-Ground Press re AT-Grade System in Fill Holding Tank , 1l ❑ S PK U = Unsuitable for system El S U E] S El S I~f U 1:1 S El U ❑ S 0,6-- SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/f12 / in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Ground a y 3 S - elev. ~ft Depth to limiting factor Remarks: Boring # O 3 ~3.D I~ F 4, 3P o 'f K 7.5- 791 d to S Sb~ Ground elev. Depth to ~`•-'0 T qX l,~ limiting factor I AtG OFFI __~_in. Remarks: Cc/r S oF" 4f`"'c e>sr P~ i5- CST Name (Please Print). Signature No Address Date CST Number PROPERTY OWNER Icy g~ ° S y SOIL DESCRIPTION REPORT . Page ~of PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench D-io o U to-iy i~ Y - k uJ Ground o s 3e elev. 1 "I.- ft. , Depth to limiting factor ; Remarks: <i f ~'o~ ~S 5~ / 7~ POI c ~e=S/ cam! o G Z o Boring # L~ 13 1~j - s sbk Ground elev. ft. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots PD/n2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench C) 3 Boring # C /C, Y S i' ~ ~k r r v 5-iy v 3' - s c~ r 3 10 ~fk -7 SL -OS Ground y q- 0"P R s ~C wl CA-) l J elev. ft. S D I O -y S C ~5 Depth to limiting fact r in. Remarks: Boring # / b--$ to 15- 13 e o -2 a ~ I?a S C- & Ground C -5 IO S ~Z V Slob elev. ft. Depth to limiting f 2 a in. Remarks: SBD-8330 (R. 07/96) ~l `ct o S f SOIL DESCRIPTION REPORT Page --*-3 of PFiOPCR IOWNER l d 'VARCEL I.D.# i Boring # Horizon Depth Dominant Color Mottles Structure 2 in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench o \1k 3 L ~'p Ground c~ 3 c 5b(< 6 I elev. ft. t_-19 Depth to limiting fact r Tin. Remarks: Boring # 14. tu 1~- R4 ~k -~k- ea LL) Ground elev. ft. Depth to limiting fa or Tin. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # r 3~5S s~O c ~4~ 1&21 7- 6- 'IR 4k C LS Ground elev. ft. Depth to limiting factor -+-kin. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: SBD-8330 (R. 07/96) Wisconsin Department of Commerce SOIL AND SITE EVALUATION Division of Safety and Buildings Page Bureau of Integrated Services in accordance with s. ILHR 83.09, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # APPLICANT INFORMATION - Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Govt. Lot 1/4 1/4,S T N,R E (or) W Property Owner's Mailing Address Lot # Block# Subd. Name or CSM# City State Zip Code Phone Number ❑ City ❑ Village E] Town Nearest Road ( ) I ❑ New Construction Use: ❑ Residential / Number of bedrooms Addition to existing building ❑ Replacement ❑ Public or commercial - Describe; Code derived daily flow gpd Recommended design loading rate bed, gpd/ft2 trench, gpd/ft2 Absorption area required bed, ft F -trench, ft2 Maximum design loading rate bed, gpd/ft2 trench, gpd/ft2 Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) Additional design/site considerations i Parent material Flood plain elevation, if applicable ft S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system ❑ s ❑ u ❑ s ❑ u ❑ s ❑ u ❑ s ❑ u ❑ s ❑ u ❑ VEI U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/f12 in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench 13 Ground elev. ft. Depth to limiting factor in. Remarks: Boring # 13 Ground elev. ft. Depth to limiting factor in. Remarks: CST Name (Please Print) Signature Telephone No. Address Date CST Number L 1] 9 u ` i /t,j a Or9 ~J/ash ~ 63 a v I / wk e~- ~~~k~~~ ifs 3, q Ica /c- lL~ ` s h pke "i"k aO e- a P S ro doe,- ~7 . 11~esL ho~<$ C1JCF-~ c.~nS:.._,~n.4~-e on ST. CROIX COUNTY WISCONSIN ZONING OFFICE I „O N a O X n ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016-7710 (715) 386-4680 November 2, 1998 Lance Gurney Village of Spring Valley P.O. Box 275 Spring Valley, WI 54767 RE: Onsite verification Dear Mr. Gurney: This letter is regarding the onsite inspection requested by Bennie Helgeson on property owned by the Village of Spring Valley located in the NE Y4 of the NW Y4, Sec. 31, T28N- R15W, Town of Cady, St. Croix County, Wisconsin. On October 27, 19981 1 verified the soil conditions as described in the soil and site evaluation report by Bennie Helgeson dated October 21, 1998. 1 inspected the four borings left open by Bennie. The soil descriptions of the borings investigated were similar to one another. Bennie did indicate that he tested other areas of the property and found that the borings were unsuitable for any type of septic system installation because of estimated high ground water and strong platy structure. My findings revealed that the site is unsuitable for a septic system to be installed in the soil conditions described, according to the state plumbing code- COMM 83. Holding tanks are prohibited by ordinance for new construction. You should be aware of that the Department of Commerce is currently proposing a new COMM 83. Some of the new rule changes in the proposed COMM 83, if approved, may allow for a septic system to be installed on the property. If there are any question regarding this issue please contact me. Sincerely, /,~&l Rod Eslinger Assistant Zoning Administrator cc: Bennie Helgeson file Wisconsin Department of Commerce SOIL AND SITE EVALUATION Division p;,Safety and Buildings ' • Page of bureau of Integrated Services in accordance with s. ILHR 83.09, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and S~ Crc~r x percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # APPLICANT INFORMATION - Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location T t' e ~F ( Govt. Lot NE 1/4 W1/4,S 31 T Zg,N,R I c-E (or) W Property Owner's Mailing Add Mss Lot # Block# Subd. Name or CSM# City State Zip Code Phone Number ❑ City ❑ Village [`r Town Nearest Road A S ri Wa ~I WI S ?(o~ ( ) C' os~~ ~oa cY © New Construction Use: © Residential / Number of bedrooms Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow gpd Recommended design loading rate bed, gpd/ft2 trench, gpd/ft2 Absorption area required bed, ft2 trench, ft2 Maximum design loading rate 110%-- bed, gpd/ft2 trench, gpd/ft2 Recommended infiltration surface elevation(s) / ft (as referred to site plan benchmark) Additional design/site considerations io 13e~a w, (`0/~7/ 1 17~ Vt►t"i't.CL~ CyW1 hr45 Parent material Loe55 Flood plain elevation, if applicable ft S = . Suitable for system Conventional Mound In-Ground Pressure 7AT-Grandee System in Fill Holding Tank U = Unsuitable for system ❑ S ~U El S ~U ❑ S [TU ❑ S Ir U ❑ S E2`0 ❑ S L-`J U r notc> V44 4~v SOIL DESCRIPTION REPORT hew » Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench t o-a ► o't 151 S I Z ~ r 2 q-12 lo~{~e sl3 s. I Z m I rn.F►~ , Ground 3 tz' la 10y►2 1. S Sf tr S ( 2F yit elev. n. ~b -4a 1 0 Y 12 L) 1,4 7. S IZ V Depth to limiting factor in. Remarks: `s (F eou, d6 ~a-CaS Re Boring # 1 d -1 1 u 4 31- 5,1 Z 1 104 10~9- 4`14 1 1 41 Ground ~b'ZS (0 9L 7. J tA Y ~f z2Yf1S k 1 t elev. ~ ~ u ~ Gj ' 1 l Wt 5 ♦E i''VI~t ft. , Depth to limiting factor i f i_C4 DtA n. Remarks: CST Name (Please Print) Signature Telephone No. Address Date CST Number SOIL DESCRIPTION REPORT PROPERTY OWNER Page of PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench i b-lo [0~e 3/3 -2- r Y►~ ; Z- o- li-5 to +U2 75(P, 9 l `(q Ground 7j i3. b-41 t' L//v -7, 5. V I cZ►~ s ( z v,45 6 M1vlf-t elev. ft.; ((SVtZ iy QB L 3`5 10 Depth to limiting - factor in. Remarks C o a te& Boring # Grourid WA4 Lt~G j ft. Depth to Iffill" ticfor in. Remarks: 3h. Consistence Boundary Roots Horizon iD n Munsell Qu. Sz Covet Color Texture Gr. StSz. ructure Bed , Trench Boring # ; Ground elev. ft. Depth to limiting factor in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: SBD-8330 (R. 07/96) SAFETY AND BUILDINGS DIVISION Field Operations Bureau 13 East Spruce Street ~SC01% Chippewa Falls, WI 54729 Vhsconsw Tommy G. Thompson, Governor Department of Commerce Philip Edw. Albert, Acting Secretary Date of Inspection: Nove; nber 18, 1998 Plumber Name and Address: Project Name: Vii. of Spring Valley NA Use: New - Residential Legal Description: NE, NW, 31, 28,15W Certified Soil Tester Name and Address: Lot Number: Arthur L. Wegerer, CST 220254 Subdivision: PO Box 74 Municipality: Town of Cady River Falls, WI 54022 County: S1. Croix Owner Name and Address: Plan Identification Number: NA Village of Spring Valle Sanitary Permit Number: NA PO Box 276 .-0 1- Spring Valley, W ~541 ~j o Wastewater Flow: 450 gpd Persons Present: A. Wegerer, R. Eslinger VEQ :W. INSPECTION REPORT co ov~NG o An onsite soils verification was conducted on this date at the request of the certifiesoil;e ter an~ ti county inspector. Questionable soil conditions were observed that make interpretatio of rt seasonal soil saturation difficult. Several soil pits were evaluated. A typical soil pedon de s follows: 00-08" 10YR 3/2 sil, 2m-ccr, mfr, as. 08-14" 10YR 4/3 sil, 2csbk parting to 2f-mpl, mfr, cw, with few 10YR 5/6 & 6/3 root mot. 14-20" 10YR 4/3 sil, 2csbk, mfi, w/ common 10YR 7/3 si coatings on ped surfaces, ci, with few 10YR 5/6 & 6/3 root mot. 20-30" 10YR 4/4 sil, 2csbk, mfi, w/ common 10YR 7/3 si coatings on ped surfaces, and ,2d 7.5YR 5/6 mot. General soil conditions within the area evaluated are only suitable for a replacement mound system using A+4 criteria under Comm 83.23 (1)(d)2., Wis. Adm. Code. This is due to a seasonally perched groundwater condition at approximately 20 inches below grade. Some mottles were observed to begin at the bottom of the a horizon and were orientated vertically. These contrasting colors would be considered root mottles and rot indicative of soil saturation. However, it was apparent in other parts of the horizon that mottled features were not vertical and likely not associated with roots. Options for negating soil colors as an indicator of soil saturation include groundwater monitoring during a normal spring season pursuant to Comm 83.09(7)(b) through (f), Wis. Adm. Code. If there are any questions regarding this report, please contact me. cc: Village of Spring Valley L roy G. tsky St. Croix County Zoning astewat Specialist, S;ni Vr Art Wegerer Ljansky@comme,ce.state.wi.us E-trail 715/726-2549 Fa;: 715/726-2544 Voice