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Home My WebLink About026-1175-15-000 (2) 2116 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations Attach complete site an on paper not less than 8'% x 11 inches in size. Plan must County d St. Croix include, bud not limited to. vertical and horizontal reference point (BM), direction and percent slope, scale or dxtuetnsions, north arrow, and location and distance to nee Parcel 1. D. 021111175-15-000 Please print all information. Revievued B Data Personal informallm you provide may Law, s.15.04 i). a S Property Owner Property L n -31 Miller Homes Of Hudson, LLC W 1t4 NW 30 N R 18 W Property Owners Mailing Address APR 2008 of # Block # Subd. Name or CSM# P.O. Box 10 15 Willow River East City Ste 2i IN Rr661 ]iU w*r City Village N Town Nearest Road Hudson W - 1 Richmond 905131 St Ave. 0 New Construction Use: s+' Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD J Replacement I Public or commercial - Describe: Parent material Glacial outwash Flood plain elevation, if applicable Na General comments and recommendations: Site suitable for conventional dispersal cell at 0.7 gpd loading rate. Recommended installing 44 0-4 chambers in 2 trenches at elevation 96.50'. Boring # I Boring 0 Pit Ground Surface elev. 100.72 ft. Depth to limiting factor > 109" in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD1R~ In. Munsetl Qu. Sz. Cont. Color Gr. Sz. Sh. *Ef!#1 ff# 1 0-11 1 Oyr3/2 none sil 2fsbk mvfr cs 2fm,1 c 0.6 0.8 2 11-30 10yr4/4 none sicl 2fsbk mvfr gw 2fm,1c 0.4 0.6 3 30-36 7.5yr4/6 none gr Is 2msbk mfr cw 2vflfm 0.7 1.6 4 36-52 10yr4/4 none gs 0 sg ml cw - 0.7 1.6 5 52-84 10yr4/6 none s Osg ml aw, - 0.7 1.6 6 184-109 10yr5/4 none s Osg ml - 0.7 1.6 Horizons 43 & 4 contain approx. gravel. Z aBoring # - I Boring e Pit Ground Surface elev. 99.36 ft. Depth to limiting factor X115" in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDffe In. Munsell Qu. Sz. Cont. Color Gr. Sz, Sh. *Eff#1 *Eff#2 1 0-16 1 Oyr3/2 none sit 2fsbk mvfr cs 2fm,1 c 0.6 0.8 2 16-30 1Oyr4/4 none Sid 2fsbk mvfr gw, 2fm,1c 0.4 0.6 3 30-38 7.5yr416 none gr Is 2msbk mfr cw 2vf1 fm 0.7 1.6 4 38-50 1 Oyr4/4 none gs 0 sg ml cw - 0.7 1.6 5 50-68 10yr4/6 none s Osg ml aw - 0.7 1.6 6 68-115 10yr514 none s Osg ml - - 0.7 1.6 znns #3 4 contain approx. 20 % gravel. * Effluent #1 = SOD? 30 < 220 mg/L nd TSS X30 mg/L * Effluent #2 = SOD <_30 mg/L and TSS S30 mg/L CST Name (Please Print) Signet . CST Number James K. Thompson 5 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola WI 54020 4/14/2008 715-248-7767 Property Owner Miller Homes Of Hudson, LLC Parcel ID # 026-1175-15-000 Page 2 of 3 3] Boring # J Boring Pit Ground Surface elev. 100.04 ft. Depth to limiting factor >115" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cord. Color Gr. Sz. Sh. *Eff#1 *Etf#2 1 0-14 10yr3/2 none sil 2fSbk mvfr CS 2fm,1 c 0.6 0.8 2 14-28 1Oyr4/4 none Sid 2fsbk mvfr gw 2fmc 0.4 0.6 3 28-38 7.5yr4/6 none gr Is 2msbk mfr Cw 2vf1fm 0.7 1.6 4 38-59 1Oyr4/4 none gs 0 sg ml Cw - 0.7 1.6 5 59-75 10yr4/6 none s Osg ml aw - 0.7 1.6 6 75-115 10yr5/4 none s Osg ml - - 0.7 1.6 Horizons #3 contains approx. 20 % gravel. F 4 ] Boring # Boring 01 Pit Ground Surface elev. 100.67 ft. Depth to limiting factor > 107" in. Sol Applir adon Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2 1 0-11 1Oyr3/2 none sil 2fsbk mvfr Cs 2fm,1c 0.6 0.8 2 11-25 10yr414 none sicl 2fsbk mvfr gw 2fm,1c 0.4 0.6 3 25-32 7.5yr4/6 none gr Is 2msbk mfr Cw 2vf1 fm 0.7 1.6 4 32-62 1Oyr4/4 none gs 0 sg ml cw - 0.7 1.6 5 62-89 1Oyr4/6 none s Osg ml aw - 0.7 1.6 6 89-107 10yr5/4 none s Osg ml - - 0.7 1.6 Horizons #3 & 4 contain approx .10% gravel. ❑ Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 I " Effluent #1 = SOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = 8005 < 30 mg/L and TSS <_30 mgA- The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (R 07/00) A.C.E. SOY & Site EVARMa5 / Soi% e da/ua ~'o„/a 6 . ~ EXis ~r"x~ ~rocc~e a /c !r.` . ~~ooc~fy sic sco%: y•-s~o' &LJ4/0wAly, Sec. 317-- 30/K. 56. era PX Co., 10el/ #o2G- //7s-/S-COO 37 $/~,ae rd~,~w/ ~ fd.rour, ~ S ysf_a m . ~r ■ - - / 411 9f. PT ' 6L -Y yA o/d ,Q.cd$' aX ~6e P, „e5. i (3~n~1 /i-Idn1~• Taoof ~A i ssu.~rcd e/uf _ /ero. 14 m(: ~ GG 'e4S~n~e.~ f ~ p/iane~d,'s~• 3 4-3 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85. Wis. Adm. Code CMIty ~c Attach complete site plan on paper not less than 81/2 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 am m. and location and distance to nearest road. -lJ Please print all I - ,f_ Reviewed by Date Peres" imo~maiia, you provide mar be used for j81s.15. (1) (m))L246 Property ownML,C-~l Lo cation Q~ J~ 0 Govt. W Lj 1/4 t 1/4 S.3 I T d N R E( W Property owner's mating Address T. C,- OIX Lot # Block # Subd. Nam or Q W Ed-Pt 1 1 1~ NI fAste . Zp Code Phone ❑ We T Nearest Road ( Z24d-a4lZI) New Construction Use. C4 Residential / Number of bedrooms Code derived design flow rate ~'.7rD GPD ❑ Replacement ❑ Pubic or commercial - Describe: Parent material 4!9J C,4,k~ Flood Plain elevation if appica_ fL General comments 4 / and reoortrnendations: Sy She G l c7yJ ! / /,6,0 Qa°AA`~ M Boring If Pi Ground strfaos else fL Depth to WnftV factor 102(0- in. Sol Application Rase Hodmon Depth Dominant Color Redox Description Twan Structure Consistence Boundary Roots GPDff In. Munsell flu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 '1211102 3/4 fly ® # kPit Ground surface etev,?'.) e~ ft. Depth to limiting factor/ in. Sol Rate Hort= Depth Dominant Color Redox Description TSAI" Structure Consistence Boundary Roots GPDW In. Munsei CAJ Sz. Corn Color Gr. Sz. Sh. '12(1#1 'Eff#2 G- Ill 3/ SL /i'I C5 21'►1 S r~ 10-223 10vor 2'(4 C- L, al -~-r 3 ~8 / Iv y - S OSo n a a 11 7 •L 112 Efivant #1= BM S:- 3D:5 220 mg& and TSS >3' Efouent #2 = BOD 30 mglL and TSS 130 mglL CST~''* (Please kt) CST Number Address Data Evaluation Conducted Telephone Number 4 j~ Property Owner Parcel ID # Page of /2 Boring # ❑ Boring j Pit Ground surfaoe elev. O~ it. Depth to IinftV factor in. Sop Application Rate Horizon Depth Dominant Redox Description Texture Structure Consisterxa3 Boundary Roots GPM in. Munsep Qu. Sz. Cont. Color Gr. Sz Sh. •Eff#1 •Eff#2 '1 Z ID 3/z-- 5 L 12 f m4~' C S Zrn 3 1 L f S D 7 Z Bon# D Boring F-1 D Pit Ground surface elev. ft. Depth to fKWft factor in. Sop ication Rate Horizon Depth DomirmtCollor Redox Description Texture Structure Consistence Boundary Roots GPD/fR In. Munsoll Qu Sz. cont color Gr. Sz. Sh. •Fff#1 'Eff#2 F-1 Bortng # ❑ Boors D Pit Ground strfaoe elev. ft. Depth to limiting factor In. Sop APPlication Rate Horizon Depth Dominant Colm Redox Description. Texture Structure Consistence Boundary Roots GPDtff in. Munsell Qu. Sz Con. Color Gr. Sz. Sh. 'E8#1 •Ef11#2 Eratent #1 = BM, > 30 < 220 nVL and MS >30 < 150 mg& • Effluent #2 = BM, ,:E 30 nV& and TSS < 30 mglL The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. sucu}cmwce.s" Soil Test Plot Plan Project Name David Railsback Shau Address 845 133rd Ave New Richmond Wi 54017 q5YM #226900 Lot 15 Subdivision Date 12/12/02 SW/NW 1/4SW/NW1/4S 30/31 T 30 N/R 18 W Township Richmond Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Survey Iron System Elevation 97.4/96.0 *HRpSame as Benchmark Alt. BM Top of Steel Fence Post @ 104.0' Please Note: Tested area may not be suitable for desired building area. Check system location before v 376' Property Line excavating. Soil test was done to satisfy Zoning Requirement. cty Rd A 99' 2% Slope B-1 55' B-2 M 100' _wl 30' ,J m B-3 .9 75' IA 80' 177' Property Lin M. El M.H