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RECEIVED <br /> Wisconsin,Jepartment of Commerce SOIL EVALUATION REPORT page 1 of 3 <br /> division of Safety and Buildings 1 SS-- 20 6 —6 3('Y( <br /> in accordance with Comm 85,Wis. Adm. Code talirry County Dane <br /> Attach complete,."O, o paper ridt4@V5 kI jt 11 inches in size.Plan must ,coq <br /> include,b , ,. I:�` -. to:vertica�tilef4eaItfrnt(BM),direction and Parcel I.D. GY <br /> percent . - ...-le or dimensions,north arrow,and location and distance to nearest road. 0706-262-9500-5 <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)). I <br /> Property Owner Property Location <br /> Barbara Grenlie Govt.Lot SE 1/4 NW1/4 S 26 T 7 N R 6 E(ee.W <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> 9973 Greenwald Road 40 Acre Parcel <br /> City State Zip Code Phone Nu mbberr, c / O City ❑Village ig Town Nearest Road <br /> Mt. Horeb, 1 WI 1 53572 I ( ) 437 6850 Vermont Greenwald Road <br /> 0 New Construction Use:❑ Residential/Number of bedrooms Code derived design flow rate 150 GPD <br /> ®Replacement I] Public or commercial-Describe: Shed With Convenience Bathroom <br /> Parent material Loess«Sandstone Coiluvium Flood Plain elevation if applicable N/A ft. <br /> General comments Suitable For At-Grade System <br /> and recommendations: <br /> 5 Boring# ❑ Boring 87.6 40 <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/ft2 <br /> in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. `Eff#1 'Eff#2 <br /> A 0-13 10YR43/3 None sl 2fsbk mvfr cs lvf-m 0.6 1.0 <br /> B1 13-40 10YR5/6 None sl lmsbk mvfr gs lvf-f 0.4 0.7 <br /> B2 40-64 10YR4/6 c2f10YR5/6,6/2 scl lmsbk mfr 0.2 0.3 <br /> 8 Boring# I❑ Boring 87.1 44 <br /> IN 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/ft2 <br /> in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 *Eff#2 <br /> A 0-13 10YR43/3 None sl 2fsbk mvfr cs 2vf-m 0.6 1.0 <br /> B1 13-44 10YR5/6 None sl lmsbk mvfr gs lvf-f 0.4 0.7 <br /> B2 44-48 10YR4/6 c2f10YR5/6,6/2 scl lmsbk mfr 0.2 0.3 <br /> •Effluent#1 =BODS>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 Number <br /> Paul A. Hardy d�'7��G�" 225394 <br /> Address Date Evaluation Conducted Telephone Number <br /> 7226 Timberwood Drive, Madison,WI 53719 5-12-15 608-848-4869 <br />