Laserfiche WebLink
Wisconsin Department of Commerce SOIL EVALUATION REPORT <br /> Division of Safety and Buildings Page 1 0l 3 <br /> in accordance with Comm 85,Wis. Adm. Code <br /> County <br /> Attach complete site plan on paper not less than 8 1/2 x 11 Inches in size.Plan must Dane <br /> Include,but not limited to:vertical and horizontal reference point IBM),direction and Parcel I.D. <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest road. 0906-281-9670-0 <br /> Please print all information. Reviewed by Date <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)) 1 <br /> Property Owner Property Location ' <br /> Andrew Brantmeyer(buyer) Govt.Lot SE 1/4 NE 1/4 S 28 T 9 N R 6 E(e1'-W <br /> Property Owner's Mailing Address Lot# ' Block# Subd.Name or CSM# <br /> ., r i - - - CSM 13867 <br /> City Slate Zip Code Phone Number ❑City ❑Village ;J Town Nearest Road <br /> Stoughton. I WI 1 53589 I ( ) _ Mazomanie Carpenter Road <br /> New Construction Use:N Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD ' <br /> ❑Replacement ❑ Public or commercial-Describe: <br /> Parent material C;lacial Outwaah Flood Plain elevation if applicable N/A ft, <br /> General comments Suitable For Mound System (8" Sand Fill) <br /> and recommendations: <br /> Boring# 0 Boring <br /> 1 pit Ground surface elevi 02.7 ft. Depth to limiting factor 28 in. <br /> Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 <br /> in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 •Eff#2 <br /> A 0-10 10YR3/4 None Ifs 2fsbk mvfr cs 2vf-c 0.5 1.0 <br /> B 10-28 _ 10YR416 None fs Osg ml , gs 1vf-c 0.5 1.0 <br /> C 28-63 10YR5/6 m2d10YR518 fs , Osg ml 1vf 0.5 1.0 <br /> Boring# El Boring..,,, <br /> 2 �' pit Ground surface elevi 02.3 ft. Depth to limiting ii .„r 28 tn. <br /> Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' <br /> In. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 •Eff#2 <br /> A 0-10 10YR314 None Ifs 2fsbk , mvfr cs lvf-c 0.5 1.0 <br /> B 10-28 1QYR416 None fs Osa ml gs 1vf-m 0.5 1.0 <br /> C 28-42 . 10YR5/6 m2d1OYR518 fs Osa ml 11,1 0.5 1.0 <br /> - - <br /> •Effluent#1 =BOO,>30<220 mg/L and TSS>30<150 mg/L •Effluent#2=13013s<30 mg/L and TSS<30 mg/L <br /> CST Name(Please Print) Signature /�/ CST Number <br /> _ Paul A. Hardy •"y�� ��i 225394 <br /> Address Dale Evaluation Conducted / Telephone Number <br /> 7226 Timberwood Drive, Madison, WI 53719 12-18-14 608-848-4869 <br />