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Home My WebLink About038-1239-23-000 (3) ��itif� "X L� 279 Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3 ` Division of Safety and Buildings in accordance with Comm 85,W is.Adm.Code Tom Schmitt County Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must St.Croix include,but not limited to:vertical and horizontal reference point(BM),direction and , percent slope,scale or d(mem parcel I.D.sions,north arrow,and location and distance to nearest road. 3,1 d 3—&ou Please print all information. By Date Personal information you provide may be s.15.04(1)(m)). � Property Owner p N r___ T operty Location Grand Properties,LP I Govt.Lot NW 1/4 NE 114 S 17 T 31 N R 18 W Property Owners Mailing Address { P i) 4 Lot# Block# Subd.Name or CSW 712 Rivard Streeet, Suite 300 23 Squaw Lake Estates city Stat Zip pbome:NUmiiber J City Village Id Town Nearest Road Somerset WI 540-l " Star Prairie 218Th Ave. New Construction Use: 16 Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement public or commercial-Describe: Parent material Glacial Till Flood plain elevation,if applicable na General comments and recommendations: Area is suitable for a mound system.System elevation is 100.12'based off of contour line established at 99.45'.Slope is 17°x.Depth to limiting factor is 28'. (Boring# j Boring tt 11 Pit Ground Surface ell 99.55 ft. Depth to limiting factor 28 in. Soil Application Rate Horizon Depth Dominant Color RedoxDescription Texture Structure Consistence Boundary Roots 'Eff#GPDlftzEff#2 1 0-8 10yr3/3 none sl 2fsbk mvfr cis 2f .6 1.0 2 8-28 10yr5/4 none sl 21sbk mvfr gW 1f .6 1.0 3 28-45 7.5yr4/6 m ld 1 /1/8 sl 1 msbk mfr 9W — •4 •7 4 45-64 7.5yr4/4 m d 3/6 sl Om mfi — ----- .2 .6 Boring# Boring Soil in. it Pit Ground Surface elev. 99.55 ft. Depth to limiting factor 32 Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rood 'Eff#1 PD/ft' 2 1 0-9 1Oyr3/4 none sl 2mgr mvfr cs 2m,2f .6 1.0 2 9-24 1Oyr5/3 none sl 2fsbk mfr gW 2f .6 1.0 3 24-32 1Oyr5/4 none si 2msbk mfr gW .6 1.0 4 32-55 10yr4/6 cld 1 8/2 sl 1msbk mfr gW — .4 .7 5 55-71 7.5yr4/6 m25d 5/3/6 sl 1 msbk mfi — .4 .7 *Effluent#1=BOD?30<220 mg/L and TSS X30<150 mg/L 'Effluent#2=BOD -30 mg/L and TSS<30 mg/L CST Name(Please Print) Signature: _/�d2O � CST Number Thomas J.Schmitt 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St.,New Richmond WI 54017 8/18/04 715-247-2941 Properly Owner Grand Properties, LP Parcel ID# 3] Page 2 of 3 F Boring# —j Boring !� Pit Ground Surface elev. 96.55 ft. Depth to limiting factor 31 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Rood *Eff#1 *EfP#2 1 0-7 10yr4/3 none sl 2mgr mvfr cs 2f .6 1.0 2 7-31 10yr5/4 none all 2fsbk mfr gw 1f .6 1.0 3 3145 10yr4/6 c1d5 /1/6 sl 2msbk mfr gw — .6 1.0 4 45-63 7.5yr4/6 rr 5d 5yr6/6 sl 2msbk mfr — --- .6 1.0 E Boring# Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 F] Boring# Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 *Effluent#1=BOD?30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<30 mg/L and TSS<_,0 mg/L The Department of Commence 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. Page 3 of 3 C,pnducted by: Conducted For: Ref.No.1.2 7 Schmitt Soil and Site Evaluations Name: Grand Properties,LP. Thomas J. Schmitt,CST 227429 Address: 712 Rivard St. Suite100 1595 72nd St. City, State,Zip: Somerset, Wl. 54025 New Richmond,Wl. 54017 Phone: 715-247-2941 Subd.Name: Squaw Lake Estates Lot No.: -�3 Legal Description: 1YIJ 1/4 Nf 1/4 S17 T31N R18W �j Township of Star Prairie, St. Croix County Bench Mark EL 100.00`Top of 2"pvc pipe Alternate Bench Mark E1,95',98 Top of 2"pvc pipe Slope= a; Contour Line EL 9. Yj-/ Contour Line Length Z60 Scale 1"=4a qGt the e y( q6 IS71 N 05� �U This sod report was done to I a zoning requirement No permanent lot markers were in at the time the test was conducted. The area in which it was done may or may not be suitable far your use,or in the location shown.