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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 2 <br /> Division of Safety and Buildings — <br /> in accordance with Comm 85.Wis. Adm. Code <br /> County Dane <br /> Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must <br /> include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest road. 0908-361-8460-8 <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 /> Charles&Jennifer Ripp Govt Lot NE 1/4 NE 1/4 S 36 T 9 N R 8 E NW/ <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> 6645 Ripp Drive 1 CSM 9003 <br /> City State Zip Code Phone Number O City O Village ®'Town Nearest Road <br /> Dane, 1 WI I 53529 1 ( ) Dane Ripp Drive <br /> ❑ New Construction Use:® Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD <br /> gj Replacement 0 Public or commercial•Describe: <br /> Parent material Loess Over Glacial Till Flood Plain elevation if applicable N/A ft. <br /> General comments Suitable For In-Ground Absorption System <br /> and recommendations: <br /> See Original Test Report For Other Test Pits <br /> 101 Boring# ❑ Boring 1137 >88 <br /> ® pit Ground surface elev. . ft. Depth to limiting factor in. <br /> Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft5 <br /> in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 <br /> A 0-7 10YR3/2 None sil 2msbk mvfr cs lvf-f 0.6 0.8 <br /> IIB 7-12 7.5YR4/6 None scl 2msbk mfr gw 1vf 0.4 0.6 <br /> IIC 12-88 10YR5/4 None sI lmsbk mvfr 0.4 0.7 <br /> Boring# ❑ Boring <br /> ❑ pit Ground surface elev. ft. Depth to limiting factor in. <br /> Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' <br /> in. Munsell Cu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 <br /> 'Effluent#1=BCD,>30<220 mg/L and TSS>30<150 mg/L •Effluent#2=BODS<30 mg/L and TSS<30 mg/L <br /> CST Name(Please Print) Signature CST Number <br /> Paul A.Hardy vi's- --!'— r2 225394 <br /> Address Date Evaluation Conducted / Telephone Number <br /> 7226 Timberwood Drive,Madison,WI 53719 10-10-16 608448-4869 <br />