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Wisconsin Department of Commerce SOIL EVALUATION REPORT 1 2 <br /> Division of Safety and Buildings page of <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(BM),direction and Parcel-I.D. <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest road. 0511-093-9220-2 <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)). <br /> Property Owner Property Location I <br /> Lynell&Robert Heinzroth Govt.Lot SW1/4 SW 1/4 s 9 T 5 N R 11 E-#gniit' <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> —P_O__Box35 1 _ CSM 3848 <br /> City State Zip Code Phone Number ❑City ❑Village 'Town Nearest Road <br /> Stoughton. I WI 1 53589 I ( )873-3260 Dunkirk 1057 CTH N <br /> If New Construction User Residential/Number or bedrooms 3 Code derived design flow rate 450 GPD <br /> ❑Replacement ❑ Public or commercial-Describe: <br /> Parent material Loess over Glacial Qutwash Flood Plain elevation if applicable N/A f <br /> General comments See Page 2 For Proposed System Layout For Lot Division <br /> and recommendations: <br /> 1 <br /> 1ni Boring# ❑ Boring <br /> Ito pit Ground surface elev.105.4 ft. Depth to limiting factor >38n. <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#t 'Eff#2 <br /> A 0-6 10YR3/3 None I 2fsbk mvfr cs 1vf-c 0.6 0.8 <br /> IIB1 6-16 7.5YR4/6 , None scl 2msbk mfr cs 1vf-m 0.4 0.6 <br /> 1IB2 16-21 7.5YR4/6 None sI 2msbk mvfr cs 1vf 0.6 1.0 <br /> IIC 21-38 10YR6/4 None Is Osg ml 0.7 1 <br /> { U Boring <br /> pit Ground surface elev.100'5 ft. Depth to limiting factor 24 in. <br /> Soil Application Rate_ <br /> Horizon Depth Dominant Color Redox Description texture Structure Consistence Boundary Roots GPD/ft2 <br /> in. - Munselt Qu.Sz. Cont.Color Cr.Sz.Sh. *Eff#1 *Eff#2 <br /> A 0-6 10YR3/2 None I 2fsbk mvfr cs lvf-m 0.6 0.8 <br /> B1 6-24 7.5YR416 None sI 2msbk mvfr gs 1vf-f 0.6 1.0 <br /> B2 24-32 7.5YR4/6 f2f10YR6/2 sl 2msbk mvfr 0.6 1.0 <br /> Wet(a.24"+ <br /> • <br /> •Effluent#1 =BOOS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<30 and TSS<30 mg/L <br /> CST Name(Please Print) Signature CST Number <br /> Paul A.Hardy �/ 0 225394 <br /> Address Date Evaluation Conduc t Telephone Number <br /> 7226 Timberwood Drive, Madison,WI 53719 5-29=07 608-848-4869 <br />