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„,rtofIndustry, SOIL AND SITE EVALUATION REPORT Pageof_ <br /> ..,,an Relations PAGE 1 OF 3 <br /> .„r Safety&Buildings in accord with ILHR 83.05,Wis.Adm. Code <br /> EPARCEL.I.D.# <br /> Y <br /> Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must include,but ETT <br /> not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or Vdimensioned, north arrow,and location and distance to nearest road. -d I/d D-o a /a o <br /> APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED B DAT <br /> c �/ <br /> PROPERTY OWNER: PROPERTY LOCATION <br /> BOYD SUTTON GOVT.LOT NE 1/4NE 1/4,S 28 T 38 N,R 17 It(or)W <br /> PRATY V�hJF f I NG SS LOT# BLOCK# SUBD,N/1ME 0 CSM#o <br /> CITY,STATE VV'`++++�� J V KK�`++��++ZIP CODE PHONE NUMBER []CITY []VILLAGE O[W/N NEAREST ROAD <br /> MARSHALL, VA 22115 (540 364-1642 DANIELS OLD 35 <br /> ILI New Construction Used ] Residential/Number of bedrooms 4 [ ] Addition to existing building <br /> I ] Replacement [ ] Public or commercial describe N/A <br /> Code derived daily flow 600 gpd Recommended design loading rate 0.7 bed,gpd$ 0.8 trench,gpd/ft2 <br /> Absorption area required 857 bed,ft2 750 trench,ft2 Maximum design loading rate 0.7 bed,gpd/ft2 0.8 trench,gpd/ft2 <br /> . <br /> Recommended infiltration surface elevatC888 & 87.9 A <br /> n(s _ ft (as referred to site plan benchmark) <br /> Additional design/site considerations �O <br /> Parent material GLACIAL DRIFT Flood plain elevation,if applicable N/A ft <br /> S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE I AT-GRADE SYSTEM IN FILL HOLDING TANK <br /> U=Unsuitable fors stem us ❑U X: S ❑U XIS ❑U I XEI S ❑U ❑S 31MU <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 Trends <br /> 1 -7 .5YR 3/2 00HE sl Zmbk nvfr s 2f 0.5 0.6 <br /> 2 -20 0YR 5/4 NONE is Ing s if 0.7 0.8 <br /> Ground 3 0-75 OYR 4/3 ROME is 38g --- 0 <br /> elev. <br /> 9�18 ft. <br /> Depth to <br /> limiting <br /> factor <br /> > „ <br /> Remarks: SYSTEM EL. AT 36” <br /> Boring# 1 -7 ,5YR 3/2 ONE 1 msbk vfr s 2f 0.5 0.6 <br /> 2 *" 2 -19 0YR 5/4 ONE s ag s if 0.7 0.8 <br /> 3 9-76 0YR 4/3 ONE s sg -- 0 0.7 0.8 <br /> Ground <br /> AN ft. <br /> Depth to Cr p <br /> limiting �J <br /> >f6 r— L I I I <br /> �. <br /> Remarks: SYSTEM EL. AT 36^ <br /> CST Name:—Please Print REN STRABEL Phone: (715) 349-2990 <br /> Address: 7735 AIRPORT ROAD WEBSTER, WI 54893 kstrabel@win.bright.net <br /> Signature: 7 /i 97 Date: &, CST Number1YI03322 <br />