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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,V/is. 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 inlomnanon you provide may be used for secondary purposes(Pdvacy Law.s 15.04(1)(m)) <br /> Property Owner Property Location <br /> Charles&Jennifer Ripp Govt.Lot NE 1/4 NE 1/4 s 36 T 9 NR 8 E(WOW <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 ❑City ❑Village ®'Town Nearest Road <br /> Dane, 1 WI 1 53529 I( ) Dane Rrjpp Drive <br /> ❑ New Construction Use:® Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD <br /> A Replacement ❑ 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 /> ❑ Boring <br /> 101 Boring# 113.7 >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/ft' <br /> in. Munsell Qu.Sz. Cont.Color _ Gr.Sz.Sh. 'Etf#1 'Eff#2 <br /> A 0-7 10YR3/2 None sil 2msbk mvfr cs 1vf-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 sl 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 Qu.Sz. Cont Color Gr.Sz.Sh. 'Eff#1 'Eff#2 <br /> •Effluent#1=BOD,>30<220 mg/L and TSS>30<150 mg/L •Effluent#2=BOO,<30 mg/L and TSS<30 mg/L <br /> CST Name(Please Print) Signature /7 CST Number <br /> Paul A.Hardy ��v-- . /,y� 225394 <br /> Address Date Evaluation Conducted / Telephone Number <br /> 7226 Timberwood Drive,Madison,WI 53719 10-10-16 / 608-848-4869 <br />