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Wisconsin Department 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 PAGE 1 OF 3 <br /> Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include,but A # <br /> I.D.RNS'TT PARCEL <br /> not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or <br /> dimensioned, north arrow,and location and distance to nearest road. 031;11- 15,jy- 09 oD <br /> APPLICANT INFORMATION—PLEASE PRINT ALL INFORMATION REVIEWED BY DATE/Oe <br /> 1 <br /> PROPERTY OWNER: PROPERTY LOCATION <br /> CHARLES GRONLUND GOVT.LOTNW 1/4SW 1/4,534 T 37 N,R 18 WE(or)W <br /> PROP RTY OWNERS MAILING ADDRESS LOT# BLOCK# SUBD.NAME OR CSM# <br /> 2020 220TH/COUNTY RD. Z <br /> CITY,STATE ZIP CODE PHONE NUMBER [-]CITY ❑VILLAGE EJOWN NEAREST ROAD <br /> LUCK, WI 54853 (/15 648-5358 TRADE LAKE POUNTY RD. Z <br /> [ ] New Construction Use$ ] Residential/Number of bedrooms 3 [ ] Addition to existing building <br /> ] Replacement [ ] Public or commercial describeN/A <br /> Code derived daily flow 450 gpd Recommended design loading rate 0.7 bed,gpd/0 0.8 trench,gpd/ft2 <br /> Absorption area required 643 bed,ft2 563 trench,ft2 Maximum design loading rate 0.7 bed,gpd/ft2 0.8 trench,gpd/ft2 <br /> Recommended infiltration surface elevation(s)) 93.0ft (as referred to site plan benchmark) <br /> Additional design/site Considerations Cdity—ENTI NAL BED — X 54' <br /> Parent materialGLACIAL DRIFT Flood plain elevation,if applicable N/A ft <br /> S=Suitable for system CONVENTIONAL MOUNDIN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK <br /> U=Unsuitable fors stem 7L7 S ❑U 30 S ❑U 30 S El X❑S 1:1U ❑S X❑U ❑S X❑U <br /> SOIL DESCRIPTION REPORT <br /> Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft <br /> Boring# Horizon in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trench <br /> -6 .5YR 3/2 ONE 1 msbk fr s 2f 0.5 0.6 <br /> 1 <br /> 2 -36 1 OYR 5/4 ONE Lo lsg al as if 0.7 0.8 <br /> Ground 3 0-84 3 OYR 4/3 10HE I log -- 0 0.7 0.8 <br /> elev. <br /> 96.5 ft. <br /> Depth to <br /> limiting <br /> factor <br /> > .- <br /> Remarks: SYSTEM EL. AT 42" <br /> Boring# 1 _6 SYR 3/2 ONE 1 msbk fr s 2f 0.5 0.6 <br /> *> <br /> `> 2 -40 OYR 5/4 ONE s sg s if 0.7 i0.8 <br /> ?:i <br /> 3 0-91 OYR 4/3 ONE log -- 0 0.7 0.8 <br /> Ground <br /> elev. <br /> 97.1 ft. <br /> Depth to <br /> limiting <br /> >91tor y <br /> Remarks:SYSTEM EL. AT 49^ <br /> CST Name:-Please Print KEN STRABEL Phone: (715) 349-2990 <br /> Address: 7735 AIRPORT ROAD WEBSTER, WI 54893 kstrabel@win.bright.net <br /> Signature: I Date: 09-27-1996 CSTNumberN03322 <br />