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Home My WebLink About032-2183-12-000 (2) 1218 Wisconsin Department of Commerce SOIL EVALUATION REPORT page 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 Plan must St.Croix include,but not limited to:vertical and horizontal reference point(BM),direction and percent slope,scale or dimemsions,north allow,and location and distance to nearest road. Parcel 1.D. — J Please print all infonnatyon. _ Date �/ p Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m))._.. 3 7a d v0 Y.._ Property Owner Property Location Grand Properties, LP Govt.Lot NE 19 NW 114 S 23 T 31 N R 19 W Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 712 Rivard Streeet,Suite 300 A P I 2 3 2 00L� 12 Gavin's Acres:First Addition City St at Zip,Gods pone Niaroe( J City J Village i_ fI Town Nearest Road Somerset WI 540219 ii�!(� -5900 Somerset 210Th Ave. i New Construction Use: 01 Residential/Number of bedrooms 3 Code derived design flow rate GPD Replacement J Public or commercial-Describe: Parent material Outwash Flood plain elevation,if applicable na General comments and recommendations: Area is suitable for a conventional system with a 0.7 gpd/s rating. Possible system elevation for Area 1 is (highn trench)95.0'(low trench)94.0'. Slope is 10%. Boring# I Boring sol Pit Ground Surface elev. 98.33 ft. Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtfF -Eff#1 -Eff#2 1 0-9 1Oyr3/4 none Is 1csbk mvfr as 1f .7 1.6 2 9-21 1Oyr4/6 none Is 1msbk mvfr gw 1f .7 1.6 3 21-42 1 Oyr5/4 none s - Osg ml gw .7 1.6 4 42-96 10yr5/6 none s Osg ml — .7 1.6 Boring# Boring g Pit Ground Surface elev. 98.33 ft. Depth to limiting factor g7+ in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF -Etf#1 I -Eff#2 1 0-9 1Oyr3/3 none sl 2msbk mvfr as 1f .6 1.0 2 9-22 1Oyr4/4 none Is 1csbk mvfr gw 1f .7 1.6 3 22-46 1Oyr5/4 none s Osg ml gw .7 1.6 4 42-97 1Oyr5/6 none s Deg ml — — .7 1.6 From Mr-98"T bands of 7.5yr4/6 loamy sand 1 msbk. Effluent#1 =BOD?30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOD <30 mg/L and TSS<-30 mg/L CST Nam(Please Print) Signature: CST Number Thomas J.Schmitt. 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 4595 72nd St.,New Richmond,WI 54017 4/19/04 715-247-2941 Property Owner Grand Properties, LP Parcel ID# Page 2 of 3 3] Boring# J Boring Pit Ground Surface elev. 94.45 ft. Depth to limiting factor 97+ in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP *Eff#1 *Eff#2 1 0-8 1Oyr3/4 none Is lmsbk mvfr as 1f .7 1.6 2 8-21 1Oyr4/3 none Is 1csbk mvfr gw 1f .7 1.6 3 21-42 1Oyr5/4 none s Osg ml gw — .7 1.6 4 42-97 1Oyr5/6 none s Osg ml — .7 1.6 From 42"-9T'1.5'bands of 7.5yr4/6 loamy sand 1 msbk. F-I Boring# Boring {Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD *Eff#1 *Eff#2 F—I Boring# J Boring P8 Ground Surface ele r. 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 *Effluent#1=BOD?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 format,please contact the department at 608-266-3151 or TTY 608-264-8777. 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: 715.247.2941 Subd. Name: Gavin's Acres, First Addition Lot No. /v? N&1/4,/VIJ1 14, S 23, T 31 N,R 19 W Township of: Somerset BM El. 100.00' a t ly6 Alternate BM EL -,96, Slope= /©/ Contour Line El. IVII Scale: I"=40' PriDPOS,e-d AY) LI L This soil report was done to fulfill a Zoning requirement.It may may not be in a location that is suitable for your use.No permanent lot markers were in place when the test was conducted.