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Wir �j 'j sr , ot7 - otb3)- <br /> scof sin SOIL EVALUATION REPORT j #1541 <br /> Department of Commerce in accordance with Comm 85,Wis.Adm.Code Page 1 of 2 <br /> Division of Safety and Buildings Septic Specialists&Excavating,Inc. <br /> Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must County Dane <br /> include,but not limited to:vertical and horizontal reference point(BM),direction and <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. <br /> 0708-293-9015-2 <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)). I <br /> Property Owner Property Location <br /> Watts, Mark Govt.Lot SW1/4, SW1/4,S29,T7N, R8E <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> 3577 Pioneeer Rd 1 CSM#7849 <br /> City State Zip Code Phone Number 7 City Village Town Nearest Road <br /> Verona 1 WI 1 53593 1 516-7076 Middleton I 7614 Valley View Rd <br /> New Construction Use: Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD <br /> Replacement - Public or commercial-Describe: <br /> Parent material Loess over Glacial Till Flood plain elevation,if applicable NA ft. <br /> General comments One boring to move system area down slope. Area suitable for conventional system with a 0.4 gpd loading rate. <br /> and recommendations: <br /> 1 Boring# =- <br /> Boring • <br /> 7 Pit Ground surface elev. 96.1 ft. Depth to limiting factor 104 in. 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 /> 1 0-6 10yr3/2 none sil 2mabk mfr as 0.6 0.8 <br /> 2 6-45 10yr4/4 none sicl 2msbk mfr cs 0.4 0.6 <br /> 3 45-52 10yr4/6 none scl 2msbk mfr cs 0.4 0.6 <br /> 4 52-104 10yr6/4 none sl ifpl mfr 0.4 0.6 <br /> 2 Boring# <br /> Boring <br /> Pit Ground surface elev. ft. Depth to limiting factor in. 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 /> MAR 2 6 2u1/ <br /> Pu3l1c Health I'DC <br /> Environment al l-1pairl) <br /> SCAN <br /> *Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 rngfL *Effluent#2=BOD 5<30 mg/I and TSS<30 mq/L <br /> CST Name(Please Print) Signature: ` �_ "� CST Number <br /> Steven R. Crosby 227009 <br /> Address Septic Specialists&Excavating,Inc. _ Date Evaluation Conducted Telephone Number <br /> 7361 Darlin Court Dane,WI 53529 3/23/2017 608-849-8771 <br /> SBD-8330(R.07/00) <br />