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wiswnalnDepartment ofCommerce SOIL AND SITE EVALUATION QRIGINALPage 1 of 4 <br /> • Division of Safety and Buildings in accord with Comm 83.05,Wis.Adm. Code <br /> Attach complete site plan on paper not less than 8%x 11 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 dimemsions,north arrow,and location and distance to nearest road. parcel I.D.# <br /> 012-4224-03 300 <br /> APPLICANT INFORMATION- Please print all information. Revie Date <br /> Personal information you provide may be used for secondary Purposes(privacy Law,s.15.04(1)(m)). ey <br /> Property Owner Property Location <br /> Dean+Janell Kraus GovL Lot 3 1/4 - 1/4 S 24 T 40 N,R 15 W <br /> Property Owner's Mailing Address Lot If Block# Subd.Name or CSM# <br /> 513 Severn Way Vol.4 Pg.38 <br /> Coy State Zip Code PhoneNumber ❑City E]Vdlaage ®Town I Nearest Road <br /> E n 55155123 651-688-7451 Boner bake Rd. <br /> New ConstructionX Residential I Number of bedrooms 3 ❑Addition lo existing building <br /> Replacement Use: D Public or commercial describe <br /> Code Derived daily flow 450 gpd Recommended design loading rale--,--7 bed,gpd/flz .8 trench,gpd/fl' <br /> Absorption area required 643 bed,tF 562 trench,ff Maximum design loading rate .7 bed,gpolty 8 trench,gpd/f 2 <br /> Recommended infiltration surface elevation(s) 87.60 to 88.60 R(as referred to site plan benchmar <br /> Additional design I site considerations Wooer sloping site. Recommended 12'x 54'bed <br /> Parent material Glacial Drift Flood lain elevation,if licable NA ft <br /> S=Suftable 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 N S ❑ U N S U ❑ S N U <br /> so DESCRIPTION REPORT <br /> Depth Dominant Color Mottles Structure nsiste Boundary Roots GPD/ff <br /> Boring# Horizon in Munsell Qu.Sz.Cont.Color Texture Gr.Sz.Sh. Bed ! Trench <br /> 1 1 0-7 7.5YR3/2 - Is lmsbk mvfr cs 317--co .7 .8 <br /> 2 7-27 7.5YR4/6 - Is Osg ml gs 3f-co 7 .8 <br /> Ground 3 27-91 7.5YR5/4 - med.s Osg ml - 3f-co .7 .8 <br /> elev <br /> 91.04 ft <br /> Depth to <br /> limiting <br /> factor <br /> >91' <br /> Remarks: <br /> 2 1 0-6 7.5YR3/2 - Is .7 .8 <br /> 2 6-30 7.5YR4/6 is .7 .8 <br /> Ground 3 30-67 7.5YR5/4 - med.s .7 .8 <br /> elev <br /> 90.10 ft 4 67-74 7.5YR5/4 c2d5YR5/8 meds 7 8 <br /> Depth to <br /> limiting <br /> factor <br /> 67' <br /> Remarks: 'llama auger b9rin-9 <br /> E <br /> (Please Print) Signal Telephone No. <br /> Stoner 715-653-2324 <br /> Date CST Number Ref# <br /> 3220 Wood Creek Rd.,Siren,Wl 54872 4/14/00 247856 1016 <br />