Laserfiche WebLink
• ` jssconsin SOIL EVALUATION REPORT #1583 <br /> Department of Commerce in accordance with Comm 85,Wis.Adm.Code Page 1 of 3 <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 /> 0908-273-9365-0 <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 /> Helt Rev Tr, Dale& Diane Govt.Lot SW1/4, SW1/4, S27,T9N, R8E <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> 6867 Laving Rd 1 CSM#14544 <br /> City State Zip Code Phone Number U City !=j Village E Town Nearest Road <br /> Dane 1 WI 1 53529 1 Dane I Laving Rd <br /> 7 New Construction Use: 0 Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD <br /> L_ Replacement LI Public or commercial-Describe: <br /> Parent material Loess over Glacial Till Flood plain elevation,if applicable NA ft. <br /> General comments Suitable for conventional cells with a 0.4 gpd loading rate. <br /> and recommendations: <br /> 1 Boring# L-i Boring <br /> Pit Ground surface elev. 98.0 ft. Depth to limiting factor 82 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 0-7 10yr3/2 none sil 2mabk mfr as 0.6 0.8 <br /> 2 7- 12 10yr4/4 none sicl 2msbk mfr cs 0.4 0.6 <br /> 3 12- 18 10yr4/6 none scl 2msbk mfr cs 0.4 0.6 <br /> 4 18-82 10yr6/6 none sI lfpl mfr 0.4 0.6 <br /> 2 Boring# b Boring <br /> Pit Ground surface elev. 103 ft. Depth to limiting factor 84 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- 10 10yr3/2 none sil 2mabk mfr as 0.6 0.8 <br /> 2 10-20 10yr4/4 none sicl 2msbk mfr cs 0.4 0.6 <br /> 3 20-25 10yr4/6 none scl 2msbk mfr cs 0.4 0.6 <br /> 4 25-40 10yr6/6 none sI lfpl mfr gs 0.4 0.6 <br /> 5 40-84 7.5yr6/4 none sl lfpl mfr 0.4 0.6 <br /> Effluent#1 =BODS>30<220 mg/L aid T _ >30<150 mg/L *Effluent#2=BOD5<_30 mg/L and TSS<30 mg/L <br /> , <br /> CST Name(Please Print) 1\ Sig"I : - <br /> CST Number <br /> Steven R. Crosby M�, _ ,° ''------- 227009 <br /> Address Septic Specialists&Excavating.Inc. Date Evaluation Conducted Telephone Number <br /> 7361 Darlin Court Dane,WI 53529 8/10/2017 608-849-8771 <br /> SBD-8330(R.07/00) <br />