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tCfisconsinDepartment ofIndustry, SOIL AND SITE EVALUATION REPORT Page <br /> Labor and Human Relations _of_ <br /> Division of safety a,Buildings in accord with ILHR 83.05,Wis.Adm. Code <br /> COUNTY <br /> Attach complete site plan on paper not less than 8 1/2 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.# <br /> dimensioned, north arrow, and location and distance to nearest road. 0)(1- 31 a&^ 0)--300 <br /> APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE <br /> a- t <br /> PROPERTY OWNER: PROPERTY LOCATION ZF -1 9 <br /> Rent Bassett GOVT.LOT SE 1/4 SW V4,S 28 T 39 ,N,R 14 f(or)W <br /> PROPERY OWNER'S MAILING ADDRESS LOT# BLOCK# SUED.NAME OR CSM# <br /> Rt. it 2440 Rolling Green Road <br /> CITY,STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE aOWN NEAREST ROAD <br /> Spooner, WI 54801 ( ) Rusk lling Green Road <br /> [ j New Construction Use J] Residential/Number of bedrooms 3 [ ] Addition to existing building <br /> L4 Replacement [ ] Public or commercial describe <br /> Code derived daily flow 4S-b gpd Recommended design loading rate .7 bed,gpd/ft2 .8 trench,gpd/ft2 <br /> Absorption area required 643 bed,ft2 563 trench,ft2 Maximum design loading rate .7 bed,gpd/ft2 .8 trench,gpd/1112 <br /> Recommended infiltration surface elevation(s) 95.7 ft (as referred to site plan benchmark) <br /> Additional design/site considerations NA <br /> Parent material Glacial Drift Flood plain elevation,if applicable NA ft <br /> S=Suitable for system CONVENTIONAL I MOUND I IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK <br /> U=Unsuitable fors stem ®S ❑U RIS ❑U 0 S ❑U to S ❑U EIS I U EIS ®U <br /> SOIL DESCRIPTION REPORT <br /> Boring # Horizon Depth Dominant Color Mottles Texture Structure ConsistenceBorldary Roots GPD/ft <br /> y in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trends <br /> 1 <br /> 1 0-9" 7.5 YR 3/2 -- --- is lfgr mvfr cs 2fc .7 .8 <br /> «`^1 2 "-22" 7.5 YR 6/4 — --- is lfgr mvfr cs 2fc .7 .8 <br /> Ground 3 2"-30 ' 7.5 YR 6/6 -------- is lfgr mvfr cs -- 7 8 <br /> 99 v <br /> —ft 4 30"-841' 7.5 YR <br /> Depth to <br /> limiting <br /> factor <br /> )84 ' <br /> Remarks: <br /> Boring# <br /> vµt ' 1 0-7" 7.5 YR 3/2 - — is lfgr mvfr cs 2fc .7 8 <br /> s 2 a <br /> 2 7"-27 7.5 YR 6/6 — --- <br /> 3 7"-78 7.5 YR 5/4 ------- ms osg mfr -- .7 8 <br /> Ground <br /> elev. <br /> 98.7 ft. <br /> Depth to <br /> limiting <br /> factor <br /> >78" lows I <br /> Remarks: <br /> CST Name:—Please Print Wade Ruf Phone: <br /> (715)349-7286 <br /> Address: 24702 Lind Road P.O. Boa 514 Siren, WI 54872 <br /> Signature: , �^ ?� Date: CST Number: <br /> 8/25/94 3583 <br />