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visconsin Department ofCommerce SOIL AND SITE EVALUATION Page 1 of 3 <br /> - 3ivision of Safety and Buildings in accord with Comm 83.05,Wis.Adm.Code <br /> Ken Strabel <br /> Attach complete site plan on paper not less than 8'h x i t Inches In size. Plan must County <br /> include,but not limited to:vertical and horizontal reference point(BM),direction and Burnett <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest road. <br /> Parcel I.D.# <br /> APPLICANT INFORMATION- Please print all information. 0124207-02 600 <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Reviewed By Date—3d <br /> Property Owner Property Location <br /> Pumper,Glenn Govt Lot 2 SW 1/4 NE 1/4 S 7 T 40 N,R 15 W <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> 5502 Ham Lake Rd. I Sub Lot 15 <br /> City State Zip Code PhoneNumber City E]Village ®Town Nearest Road <br /> Danbury W1 54830 715 866-4493 Jackson I Ham Lake Rd. <br /> ❑ New Construction Use: ® Residential I Number of bedrooms 2 ❑Addition to existing building <br /> ® Replacement ❑ Public or commercial describe <br /> Code Derived daily flow 300 gpd Recommended design loading rate .7 bed,gpdr .8 trench,gpd/ft' <br /> Absorption area required 429 bed,fF 375 trench,fl= Maximum design loading rate .7 bed,gpd/fe .8 trench,gpd/fP <br /> Recommended infiltration surface elevation(s) 96.5 it(as referred to site plan benchmark) <br /> Additional design/site considerations Conventional Trench - 75 Ft.of Leaching Chambers <br /> Parent material GlacialDrift Flood plain elevation,if applicable N/A it <br /> S=Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank <br /> U=Unsuitable for system ®S ❑ U ® S ❑U ® S ❑ U ® S E] U ® S [1U ❑ S ® U <br /> SOIL DESCRIPTION REPORT <br /> Depth Dominant Color Mottles Structure GPD/fP <br /> Boring# Horizon in Munsell Qu.Sz.Cont.Color Texture Gr.Sz.Sh. Consistence Boundary Roots Bed i Trench <br /> ............ <br /> `...,.1 1 0-7 7.5YR 3/2 None sl 2msbk mvfr as 217 0.5 0.6 <br /> 2 7-20 IOYR 5/4 None is Osg ml as if 0.7 0.8 <br /> Ground 3 20-110 10YR 4/3 None is Osg ml --- 0 0.7 0.8 <br /> elev <br /> 102.2 it <br /> Depth to <br /> limiting <br /> factor <br /> >110 <br /> Remarks: SE(d)68" <br /> ................. <br /> `>r.:;. 1 0-6 7.5YR 3/2 None Sl <br /> 2 6-101 10YR 5/4 None is <br /> Ground <br /> elev <br /> 101.3 ft <br /> Depth to <br /> limiting <br /> factor <br /> >101 <br /> Remarks: Hand Auger SE(a)58" <br /> CST Name(Please Print) Signature: Telephone No. <br /> Ken Strabel 715-349-2990 <br /> Address Ken Strabel Date CST Number Ref# <br /> 7735 Airport Rd.,Webster,W1 54893 6/29/00 224181 1029 <br />