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Wisconsin Department of Indus", SOIL AND SITE EVALUATION REPORT Page_of <br /> Labor and Human Relations PAGE 1 OF 3 <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 /> BURNETT <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. 6:3q- /Sot a' Oa o?00 <br /> APPLICANT INFORMATION—PLEASE PRINT ALL INFORMATION REVI Y <br /> PROPERTY OWNER: PROPERTY LO ATION <br /> gJpEpFFFlySWV�E�NpTgEMKp�����q pR GOVT.LOTS 114N`'i 1/4,5f�22 T 37 N,R18 WE(or)W <br /> P11717OPINE LAKE DRDE 0�# # SUBD.NAM�f SM � 2T <br /> CITY,STATE ZIP CODE PHONE NUMBER CITY VILLAGE OWN f/ AREST ROAD <br /> FREDERIC, WI 54837 (711 327-8989TRADE—LAKE IPINE LAKE RD. <br /> [ ] New Construction Usell ] Residential/Number of bedrooms 3 [ ] Addition to existing building <br /> ] Replacement [ ] Public or commercial describe N/A <br /> Code derived daily flow 450 gpd Recommended design loading rate 1.2 bed,gpd/ft2 1.2 trench,gpd/ft2 <br /> Absorption area required 375 bed,ft2 375 trench,ft2 Maximum design loading rate 1.2 bed,gpd/ft2 1.2 trench,gpd/ft2 <br /> Recommended infiltration surface elevatMn(s 99.08 OW(as rBEDed to site plan benchmark) <br /> Additional design/site considerations UO W <br /> Parent material GLACIAL DRIFT Flood plain elevation,if applicable N/A ft <br /> S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE IN FILL HOLDING TANK <br /> U=Unsuitable for s stem El 11 U �7 S ❑U El �E7 U ❑S )7 U ❑S ]U El ❑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. I Bed ITW& <br /> 1 —12 .SYR 3/2 ONE sl msbk vfr s 2f 0.5 0.6 <br /> €<1 <br /> 2 L 2-20 4.OYR 5/4 NONE sl 2msbk lavfr as if -50-6 <br /> Ground 3 0-26 OYR 4/3 a2d SYR 5/8 sl 2msbk nvfr as 0 0.5 0.6 <br /> elev. <br /> 97.751t. 4 6-34 OYR 4/4 c2d SYR 5/6 C1 Rmsbk afr -- 0 <br /> Depth to <br /> limiting <br /> factor <br /> 20" <br /> Remarks: <br /> Boring# 1 —12 SYR 3/2 ONE 1 msbk vfr s 2f 0.5 0.6 <br /> ?>'2 2 2-21 0YR 5/4 ONE 1 msbk vfr s if 0.5 0.6 <br /> 3 1-26 0YR 4/3 2d SYR 5/ES1 msbk vfr s 0 0.5 0.6 <br /> Ground <br /> PP��ev <br /> 4 6-36 OYR 4/4 2d SYR 5/6 1 msbk fr -- 0 o.4 10.5 <br /> 45 Sft. <br /> Depth to <br /> limiting <br /> 2f gjor <br /> Remarks: <br /> CST Name:—Please Print KEN STRABEL Phone: (715) 349-2990 <br /> Address: 17111215 IRPORT ROAD WEBSTER, WI 54803 ksti C Ita11 lRwin. iright.net <br /> Signature: Date: 06-04-1996 CST NumberM <br />