Laserfiche WebLink
Wisconsin Department ofIndustry, SOIL AND SITE EVALUATION REPORT Page— <br /> of-Labor and Human Relations <br /> Division•of Safety&Buildings in accord with ILHR 83.05,WIS.Adm. Code <br /> FREVIEWED <br /> Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include,but tiJnot limited to vertical and horizontal reference point(BM),direction and%of slope,scale or I.D.p#dimensioned, north arrow,and location and distance to nearest road. -- Zd75— 0� 0-00APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION BY DATE <br /> PROPERTY OWNER: PROPERTY LOCATION <br /> / � i N <br /> /s GOVT.LOT 7 1/4 1/4,S/C7 T -4/0 N,R/,$" E(orAi) <br /> PROP RTY OWNERS MAILING ADDRESS LOT# BLOCK# SUBD.NAME OR CSM# Nrjer . <br /> �3s 5 .3 .51- Z') — <br /> CITY,STATE , ZIP CODE PHONE NUMBER ❑CITY [-]VILLAGE [MOWN NEAREST ROAD <br /> L ke de le Alu SSS0 YS( (Braz) y,3 a Y�� -.,Tlfc K s o 'j 1 ell-V^1 Ct. <br /> (� New Construction Use K Residential/Number of bedrooms c>7 [ ] Addition to existing building <br /> ( ] Replacement [ ] Public or commercial describe — <br /> Code derived daily flow a gpd Recommended design loading rate _bed,gpd/ft2 - trench,gpd/ft2 <br /> Absorption area required yah bed,ft2 ��2trench,ft2 Maximum design loading rate bed,gpd/0 r 8Q trench,gpd/ft2 <br /> Recommended infiltration surface elevation(s) 74" -5— ft (as referred to site plan benchmark) <br /> Additional design/site considerations 1� <br /> Parent material Flood plain elevation,if applicable /rte ft <br /> S=Suitable for system CO VENTIONAL MOUND IN-GROUND PRESSURE I AT-GRADE SYSTEM IN FILL HOLDING TANK <br /> U=Unsuitable fors stem L ❑U 19S ❑U 9S ❑U 9S ❑U 25 S ❑U ❑S �l1 <br /> SOIL DESCRIPTION REPORT <br /> Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft <br /> .................. <br /> in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trench <br /> 1 0-5" 7.5 YR 3/2 --------- is lmsbk urvfr es f-co .7 .8 <br /> '' ""<" 2 5"-21 ' 7.5 YR 5/6 --------- is lmsbk mvfr gs f-co .7 .8 <br /> Ground 3 1"-68 ' 7.5 YR 5/8 ---------- s osg ml gs f-co .7 .8 <br /> e ev. <br /> 99.1 ft. 4 8"-78 7.5 YR 5/8 ---------- fs lmsbk mvfr -- -- .5 6 <br /> Depth to <br /> limiting <br /> > <br /> fact78 <br /> 4t <br /> Remarks: <br /> Boring # <br /> 1 0-5" 7.5 YR 3/2 --------- is lmsbk mvfr cs f-co .7 .8 <br /> :i .:tvhi C\\W <br /> 2 ?` 2 5"-20 ' 7.5 YR 5/6 ---------- is lmsbk mvfr gs f-co .7 .8 <br /> LEA 3 0"-65 ' 7.5 YR 5/8 -------- s osg ml gs f-co .7 .8 <br /> Ground <br /> elev. 4 5"-76 ' 7.5 YR 5/8 -------- fs lmsbk mvfr -- — .5 1.6 <br /> 98.7 ft. <br /> Depth to <br /> limiting <br /> >ct <br /> 6" S <br /> Remarks: <br /> CST Name:—Please Print Wade Rufsholm Phone: (715) 349-7286 <br /> Address: 24702 Lind Road P.O. Box 514 Siren, WI 54872 <br /> Signature: Date: CST Number: <br /> 8/5/97 3583 <br />