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Wisconsin Departrnent of Indus", SOIL AND SITE EVALUATION REPORT Page Of <br /> Labor and Human Relations <br /> -Division of Safety&Buildings in accord with ILHR 83.05,Wis.Adm. Code <br /> COUNTY <br /> Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include,but <br /> not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCEL I.D.If <br /> dimensioned, north arrow,and location and distance to nearest road. C-,)o-9190 <br /> APPLICANT INFORMATION—PLEASE PRINT ALL INFORMATION REVIEWED BY DATE <br /> PROPERTY OWNER: PROPERTY LOCATION <br /> Donald Hokanson GOVT.LOT 1/4 1/4,S 20 T 40 ,N,RE(o <br /> PROPERTY OWNER'S MAILING ADDRESS LOT# BLOCK# I SUBD.NAME OR CSM# <br /> 7679 Prospect Avenue 11 1 Vill. of Yellow Lake Assessor's <br /> CITY,STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE UOWN NEAREST ROAD <br /> Danbury, WI 54830 ( 715 866-7168 Oakland rospect Ave. <br /> [it New Construction Use [ j Residential I Number of bedrooms 2 [ J Addition to existing building <br /> 14 Replacement [ ] Public or commercial describe <br /> Code derived daily flow 300 gpd Recommended design loading rate .7 bed,gpd/0 .8 trench,gpd/ft2 <br /> Absorption area required 500 bed,ft2 375 trench,ft2 Maximum design loading rate .7 bed,gpd/ft2 .8 trench,gpd/ft2 <br /> Recommended infiltration surface elevation(s) 95.5 It (as referred to site plan benchmark) <br /> Additional design/site considerations NA <br /> Parent material Glacial Drift Flood plain elevation,if applicable NA It <br /> S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK <br /> U=Unsuitable fors stem ®S ❑U OS ❑U RIS ❑U ®S ❑U ❑S I2U I ❑S ®U <br /> SOIL DESCRIPTION REPORT <br /> Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Bourdary Roots GPD/ft <br /> ................ . <br /> n. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Tfench <br /> U1 <br /> '�>" 1 0-6" lOYR 3/2 ------------- is lfgr mvfr cs 3fc .7 .8 <br /> "",."""'"` 2 6"-23 ' 7.5YR 4/4 ------------- is lfgr mvfr cs 3fc .7 .8 <br /> Ground 3 3"-34 ' 7.5YR 5/0 ------------- scl 2abk mvfi cs 3fc a 3 <br /> elev. <br /> 99.4ft. 4 ' 7.5YR 5/6 C2d5YR 5 8 fs lmsbk mvfr cs 2fc .5 i .6 <br /> Depth to 5 0"-58 ' 7.5YR 5/4 ------------- med. s lfgr mvfr cs Ifc .7 .8 <br /> limiting <br /> factor 6 8"-97IOYR 6/4 ------------- med.s osg mfr --- --- .7 .8 <br /> >97" <br /> Remarks: <br /> Boring# <br /> «:< 1 0-6" 10YR 3/2 ------------- lS lfgr mvfr cs 3fc .7 .8 <br /> <' 2 2 6"-25 ' 7.5YR 4/4 ------------- is lfgr mvfr cs 3fc .7 .8 <br /> 3 5"-36 ' 7.5YR 5/0 ------------- scl 2abk mvfi cs 3fc a .3 <br /> Ground <br /> elev. 4 6"-41 ' 7.5YR 5/6 C2d5YR 5/8 fs lmsbk mvfr cs 2fc .5 .6 <br /> 99_5 ft. <br /> 5 1"-59 ' 7.5YR 5/4 ------------- med. s lfgr mvfr cs lfc .7 .8 <br /> Depth to <br /> limiting 6 9"-99 ' IOYR 6/4 ------------- meosg I mfr --- --- .7 .8 <br /> factor <br /> >99„ <br /> Remarks: <br /> CST Name:—Please Print Wade Rufsholm Phone: (715)349-7286 <br /> Address: 24702 Lind Road P.O. Box 514 Siren, WI 54872 <br /> Signature:� — Date: CST Number: <br /> 9/19/94 3583 <br />