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wtscemm Department of Commerce SOIL EVALUATION REPORT 1 4 <br /> Page_of <br /> Division of Safety and Buildings <br /> in accordance wih Comm 85,Nils.Adm.Code . <br /> County Dane <br /> Attach complete site plan on paper not less than 0 12 x 11 Inches In size.Plan must <br /> Include.but not limited to:vertical and horizontal reference point(BM).direction and Parcel 1.0 <br /> percent stage.scale or dimensions,north arrow,and location and distance to nearest road. -0806-291-9620-0(Parent) <br /> Please print all information. Reviewed by Dale <br /> Personal intonnanon you provide may be used Ion secondary purposes(Privacy Law.s.15.04(1)(m)). I <br /> Property Owner Properly Locatlon <br /> Jim 8 Marie Pecquex(Halverson selling) Govt Lot SE 1/4 NElla S 29 T 6N R 6 <br /> E 0.4-N` <br /> Property Owner's Mailing Address Lot S Bieck 5 Sued.Name or CSM7 <br /> 736 River Oaks Drive 39.11 Acre Parcel <br /> City State Zip Code Phone Number (City ❑Village 12,1Town Nearest Road <br /> Sheboygan Falls 1 WI 530851 t 9710-97-3917 Black Earth John Wilkinson Rd <br /> 51 New Construction User 2 Residential/Number of bedrooms Code derived design now rate r 4 GPD <br /> Q Replacement ❑ Public or commercial-Deswlbe: <br /> Parent material Loess Over Sandstone Residuum Flood Plain elevation f applicable N/A IL <br /> General comments Suitable For Mound Absorption System(6"Sand Fill) <br /> and recommendations: <br /> 1 Baring ri Boring 96.0 20 <br /> pit Ground surface elay. ft. Depth to limiting factor In. <br /> Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/N' <br /> In. Munsell Du.So.Cost Color Gr.Sz.Sh. _ 'Eftdt 'Erf%2 <br /> A 0-7 10YR312 None sil 2fsbk mvfr cs 1vf-m 0.6 0.8 <br /> B 7-20 1DYR414 None sicl 2msbkl mfr cs 1vf-f U.4 u.b <br /> R 20+ Heavily Mattl4&Gley d Sandy Clay ResiduCtrn(Avoic) <br /> 2 Boring 4 E Bodng 33 <br /> it Ground surface elev. N. Depth to limiting factor II-1. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure I Consistence Boundary Roots GPD/Nl <br /> in. _ Munsell Ou.Sz.Coot Calor Gr.Sz.Sh. '01051 '5552 <br /> A 0-9 1OYR3/2 None sit 2fsbk 1 mvfr cs lvf-f 0.6 0.8 <br /> B1 9-29 10YR414 None slot 2msbk1 mfr gs- 1vf - 0.4 0.6 <br /> IIB2 29-33 7.5YR4/6 None scI lcsbk mfi cs 1vf • 0.2 0.3 <br /> R 33+ Sandstone Bedrock <br /> I <br /> •Effluent 41=B004>30<220 mg/L and TSS>30,150 mg/L 'Effluent 42=BOD,<30 mg/L.and TSS<30 mgil <br /> CST Name(Please Print/ Signature j�� CST Nnin-94 <br /> Paul A.Hardy ����1 /ell L 5 <br /> Address Dale Evaluation Conducted / Telephone Number <br /> 7226 Timberwood Drive,Madison,WI 53719 3-17-16 608-848-4869 <br /> ____________/ _,iec <br /> /40e--77-c, p q (_4,0-\-, -tzJete2? -jz- --/- af _ <br /> • <br />