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Wisconsin Department of commerce SOIL AND SITE EVALUATION 0 (� I r IN <br /> u `Page 1 of 3 <br /> Division of Safety and Buildings in accord with Comm 83.05,Wis.Adm. Code [� V t v, ` <br /> Attach complete site plan on paper not less than 8'%x 11 inches in size. Plan must Ken Strabel <br /> County <br /> include,but not limited to:vertical and horizontal reference point(BM),direction and Burnettpercent slope,scale or dimensions,north arrow,and location and distance to nearest road. <br /> Parcel I.D.# <br /> APPLICANT INFORMATION- Please print all information. 12-4236-05 810 <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Reviewed By Date OD <br /> Property Owner Property Location <br /> Farrell Rick Govt Lot 1 NW 1/4 NW 1/4 S 36 T 40 N,R 15 W <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> 7234 Timber Lane W. 2 1 CSM Vol 1 Pg 293 <br /> City State Zip Code PhoneNumber ❑City ❑Village ®Town Nearest Road <br /> Osseo MN 55369 612 425-9128 1 Jackson Pennisula Drive <br /> ❑ New Construction Use: ® Residential/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,gpdff .8 trench,gpd/W <br /> Absorption area required 429 bed,ft' 375 trench,fl= Maximum design loading rate .7 bed,gpd/fP .8 trench,gpd/ft2 <br /> Recommended infiltration surface elevation(s) 92.0 ft(as referred to site plan benchmark) <br /> Additional design/site considerations Conventional Trench - 75 Ft.of Sidewinder Infiltrators <br /> Parent material Glacial Drift Flood plain elevation,if applicable n/a ft <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 I ® S ❑U ® S ❑ U ❑ S ® U ❑ S ® U <br /> SOIL DESCRIPTION REPORT <br /> Horizon Depth Dominant Color Mottles Structure GPD/ft2 <br /> Boring# in. Munsell Qu.Sz.Cont Color Texture Gr.Sz.Sh. Consistence Boundary Roots <br /> Bed Trench <br /> 1._..'` 1 0-6 7.5YR 3/2 None sl 2msbk mvfr as 2f 0.5 0.6 <br /> 2 6-20 10YR 5/4 None is Osg ml as if 0.7 0.8 <br /> Ground 3 20-92 l OYR 4/3 None is Osg ml --- 0 0.7 0.8 <br /> elev <br /> .96.2 It <br /> Depth to <br /> limiting <br /> factor <br /> >92" <br /> Remarks: SE(a,50" <br /> Z.. `_ 1 0-6 7.5YR 3/2 None sl <br /> 2 6-84 I OYR 5/4 None Is <br /> Ground <br /> elev <br /> 3 <br /> Depth to <br /> limiting <br /> factor <br /> s� <br /> Remarks: Hand Augered Boring SE(&41" <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,WI 54893 3/30/00 224181 1005 <br />