Laserfiche WebLink
Depart <br /> nt <br /> Labor and Human <br /> elati Industry, SOIL AND SITE EVALUATION REPORT � _ <br /> Labor and Human Relations Page_of <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 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 .D.# <br /> dimensioned, north arrow,and location and distance to nearest road. ._2—�a3 O! S� <br /> APPLICANT INFORMATION—PLEASE PRINT ALL INFORMATION REVIEWt DBY DATE <br /> PROPERTY OWNER: PROPERTY LOCATION <br /> Steven %allevang GOVT.LOT 1/4 1/4,04 T41 <br /> N,R 15 (or)W <br /> PROPERTY HilltoMAI ING rive DRESS LOT# BLOCK# SUBD.NAMEOR M# <br /> 17502 Hilltop Drive pcl. SE <br /> BE <br /> CITY,STATE ZIPCODE PHONE NUMBER ❑CITY ❑VILLAGE &OWN NEAREST ROAD <br /> Chippewa Falls, WI 54729 (715) 723-7332 Swiss Eagle Lake Road <br /> L%] New Construction Use [1Q Residential/Number of bedrooms 3 [ ] Addition to ex sting building <br /> L ] Replacement [ ] Public or commercial describe <br /> Code derived daily flow 450 gpd Recommended design loading rate .7 bed,gpd/ft2 .8 trench,gpd/ft2 <br /> Absorption area required 643 bed,ft2 563 trench,112 Maximum design loading rate.Chad,gpd/tt2trench,gpd ft2 <br /> Recommended infiltration surface elevation(s) 98.5 ft (as referred to site plan benchm rk) <br /> Additional design/site considerations NA <br /> Parent material—Glacial Drift Flood plain elevation,if applicable It <br /> S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE S TEM IN FILL HOLDING TANK <br /> U=Unsuitable fors stem L;]S U 11 S ❑U US <br /> ❑U 0S ❑U S FK]U I EIS O U <br /> SOIL DESCRIPTION REPORT <br /> Boring # Horizon Depth Dominant Color Mottles Texture Structure GPD/ft <br /> n. Munsell Qu.Sz.Cont Color Gr. Sz. Sh. Consistence Roots <br /> Bed Trendt <br /> ------- <br /> 1431"-72 <br /> 7.5 YR 3 2 — is lfgr mvfr cs 2fc .7 .8 <br /> 21 7.5 YR 5/6 -------__ is lfgr mvfr cs 2fc .7 .8 <br /> Ground 7.5 YR 5.4 ---------- ms os mfr <br /> elev. — -- .7 .8 <br /> 100.2tt <br /> Depth to <br /> limiting <br /> factor <br /> 72" <br /> Remarks: <br /> Boring # <br /> 1 0-4" 7.5 YR 3/2 --------_ is lfgr mvfr cs 2fc .7 .8 <br /> a«. <br /> 2 r 2 4"-20' 7.5 YR 5/6 ---------—_ is lfgr mvfr cs 2fc .7 .8 <br /> 3 0"-74' 7.5 YR 5.4 --------- ms osg mfr 7 .8 <br /> Ground -- -- <br /> elev. <br /> 100.2 ft. <br /> Depth to <br /> limiting <br /> factor <br /> >74" <br /> Remarks: <br /> CST Name:—Please Print Wade Rufsholm Phone: <br /> (715).149-7286 <br /> Address: 24702 Lind Road P.O. Box 514 Siren, WI 54872 <br /> Signature: / Date: CST Number: <br /> o c�c� 9/26/94 3583 <br />