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VtlisconsinDepartment ofcommerce SOIL AND SITE EVALUATION <br /> Page 1 of 3_ <br /> Division of Safety and Buildings in accord with Comm 83.05,Wis.Adm.Code Ken strabel <br /> County <br /> Attach complete site plan on paper not less than 8'h x 11 Inches in size. Plan must $llrrlett <br /> include,but not limited to:vertical and horizontal reference point(BM),direction and parcel I.D.# <br /> percent slope,scale or dimemsions,north arrow,and lavation and distance to nearest road. 040 362102 800 <br /> APPLICANT INFORMATION- 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)). <br /> Property Owner Property Location <br /> Govt Lot NW 1/4 SE 1l4 S 21 T 39 N,R 19 W <br /> Olson Loren Bud Lot# Bek# Subd.Name or CSM# <br /> Property Owners Mailing Address <br /> 11667 North Shore Dr. C village ®Town Nearest Road <br /> CityState Zip Code (715)Phone689- ❑ dY West Marshland Ole Rd. <br /> Grantsbw WI 54840 (715 689-2128 <br /> E]New Construction Use: ® Residential/Number of bedrooms 2 DAddition to existing building <br /> ® Replacement ❑ Public or commercial describe <br /> Code Derived daily flow 300 gpd Recommended design loading rate___.7 bed,gpd/ft' .8 trench,gpolitz <br /> Absorption area required 429 bed,ft' 375 trench,ft' Maximum design loading rate .7 bed,gpolfF <br /> .8 trench,gpd/ff <br /> Recommended infiltration surface elevation(s) 97.0 ft(as referred to site plan benchmark) <br /> Conventional Bed - 12'X 36' <br /> Additional design I site considerations <br /> Parent materiel Glacial Till Flood Iain elevation,'rf applicable N/A ft <br /> Ft�=SUun'suitable <br /> ble for system <br /> Conventional Mound in-Ground Pressure AT-Grade System in FIII Holding Tank <br /> for system ®S ❑ U ® S ❑U ® S ❑U ® S ❑ U ® S ❑ U ❑ s <br /> SOIL DESCRIPTION REPORT <br /> GPD/ft' <br /> WPI,p(h Dominent Color Mottles Texture Structure Consistence Boundary Roots --—T-- <br /> Boring# Horizon inMunsell Qu.Sz.Cont Color Gr.Sz.Sh. Bed Trench <br /> 0-6 7.5YR 3/2 None sl 2msbk muff as V0O5 <br /> ............... Z 6-39 lOYR 5/4 None Is Osg <br /> rni as <br /> Ground 3 39-68 IOYR 4/3 None is Osg ml as elev till <br /> 99.2 ft 4 68-74 1 OYR 4/4 c2d SYR 5/8 Is Osg <br /> Depth to <br /> limiting <br /> factor <br /> 66" <br /> Remarks: SE 26" <br /> None sl 2msbk mvfr as 2f 0.5 0.6 <br /> 1 0-6 7.5YR 3/2 <br /> ............... 2 6-37 lOYR 5/4 None is Osg <br /> as if 0.7 1 0.8 <br /> Ground3 37-66 lOYR 4/3 None is Osg ml as 0 0.7 0.8 <br /> elev <br /> 99.3 ft 4 66-73 10YR 4/4 c2d 5YR 5/8 is Osg ml --- 0 0.7 0.8 <br /> Depth to <br /> limiting <br /> factor <br /> 66" <br /> Remarks: SE 28" <br /> Signature: Telephone No. <br /> CST Name(Please Print) 715-349-2990 <br /> Ken St <br /> rebel DateCST Number Ref# <br /> Address Ken Strabel 5/19/00 224181 1020 <br /> 7735 Airport Rd.,Webster,WI 54893 <br /> 6L4181 aS-7 o—iaaa <br />