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Home My WebLink About032-2183-09-000 (3) 1223 .Wisconsin Department of Commerce SOIL EVALUATION REPORT Page l of 3 Division of Safety and Buildings in accordance with Comm 85,Wis.Adm.Code Tom Schmitt Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must County St.Crob( include,but not limited to:vertical and horizontal reference point(BM),direction and percent slope,scale or dimemsions,north arrow,and location and distance to nearest mad. Parcel I.D. Please print all intbmw6on. Rev- By Date Personal information you provide may be up for§%n ft purposes_(PrivacZ Iau,s.15.04(1)(m)). Property Owner roperty Location Grand Properties, LP vt.Lot NW 1/4 NW 19 S 23 T 31 NR 19 W Property Owner's Mailing Address )• 2�'''�' of e n # Block# Subd.Name or CSM# 712 Rivard Streeet,Suite 300 9 Gavin's Acres:First Addition City State Z p Co*,Phi Alum _f City J Yllage U+' Town Nearest Road Somerset I WI uNyfd 4025 � 6-04MSO0 Somerset 62Nd St. AM New Construction Use: Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial-Describe: Parent material Outwrash Flood plain elevation,if applicable na General comments and recommendations: Area is suitable for a mound system. System elevation is 99.82'based off of contour line established at 99.15'. Slope is 5%. a Baring# Boring s1 Pit Ground Surface elev. 98.35 ft. Depth to limiting factor 28 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF 'Eff ll 'Eff#2 1 0-9 10yr3/3 none Is 1 csbk mvfr as 1 f .7 1.6 2 9-28 10yr4/4 none Is 1csbk mvfr cW 1f .7 1.6 3 28-43 7.5yr4/6 c2d 7.5vr6/8 sl 2msbk mfr 9W — .6 1.0 7.5yr5/3 4 43-69 10yr5/3 o2p1 7.5 r /8 sl 2msbk mfr — .6 1.0 i a Boring# Bering 16 Pit Ground Surface elev. 99.85 ft. Depth to limiting factor 37 in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF 'Eff#1 I 'Eff#2 1 0-9 10yr3/3 none Is 1csbk mvfr as 1f .7 1.6 2 9-25 10yr4/4 none Is 1csbk mvfr 9W 1f .7 1.6 3 25-37 1 Qy64J6 none is 1 csbk mvfr gW .7 1.6 4 37-60 7.5yr4/6 02101 /3/8 Is 1 csbk mvfr 9W — .7 1.6 5 60-84 7.5yr5/4 m2po7.5/2 /8 sl 2msbk mfr — .6 1.0 "Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOD S_30 mg/L and TSS<_0 mg/L CST Name(Please Print) Signature: CST Number Thomas J. Schmitt Loa-wo 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St.,New Richmond,WI 54017 4120104 715-247-2941 Property Owner Grand Properties,LP Parcel ID# Page 2 of 3 3]F Boring# Boring VI Pit Ground Surface elev. 97.85 ft. Depth to limiting factor 32 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0-10 10yr3/3 none Is 1csbk mvfr as 1f .7 1.6 2 10-21 10yr4/4 none Is 1csbk mvfr gw 1f .7 1.6 3 21-32 10y64/6 none Is 1msbk mvfr gw .7 1.6 4 32-84 10yr5/4 c2 i 10 g�2 s Osg ml — ----- .7 1.6 II I F—I I Boring# —i 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 GP 'Eff#1 'Eff#2 ❑ 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 QP *Efr#1 'Eff#2 *Effluent#1=BOD 5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<_30 mg/L and TSS<30 mg/L 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 formal,please contact the department at 608-266-3151 or TTY 608-264-8777. k,T -A Va.? Page 3 of 3 Conducted by: Conducted for. Schmitt Soil& Site Evaluations Name: Grand Properties,LP Thomas I Schmitt,CST 227429 Address:712 Rivard St. Suite 100 1595 72nd St. City,State,Zip: Somerset,WI 54027 New Richmond,WI 54017 Phone: 715.247.294 Subd.Name: Gavin's Acres,First Addition Lot No. /VkJ 1/4, NIJ 1/4, S 23,T 31 N,R 19 W Township of. Somerset BM EL 100.00' , Alternate BM EL 0,7 7- A/C, P/, Slope=_S-% Contour Line EL 9,/S B� S-,� Scale: 1"=40' $3 S'A Y� �g cep-ate c��r 9q.tr This soil report urea done to fulfill a Zoning roquvemwt B may or may not W in a location that is suitable for your use.No pamanent lot markers were in place when the test was conducted.