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WiisconsinDepartment ofIndustry, SOIL AND SITE EVALUATION REPORT Page of <br /> Labor and Human Relations <br /> Division of Safety 8 Buildings in accord with ILHR 83.05,Wis.Adm. Code <br /> COU <br /> Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include,but BU ETT <br /> not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCEL I.D.If <br /> dimensioned, north arrow,and location and distance to nearest road. <br /> APPLICANT INFORMATION—PLEASE PRINT ALL INFORMATION REVIE DBY DATE <br /> _F <br /> PROPERTY OWNER: PROPERTY LOCATION <br /> QARLO JOHNSON GOVT.LOT NE 1/4 BE 1/4,S 5T 40 ,N,R 15 W(or)W <br /> PRS55 RIDGEWAYMAILING ADDRESS LOT If I BLOCK# SUED.NAME Oil CSM# <br /> CITY,STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE OWN NEAREST ROAD <br /> HAMMOND, WI 54015 (115) 796-2231 JACKSON ISOUTH SHORE RD. <br /> [ ] New Construction Use []Q Residential/Number of bedrooms 2 [ ] Addition to xisting building <br /> [ Replacement [ ] Public or commercial describe N/A <br /> Code derived daily Flow 300 gpd Recommended design loading rate 0.7 bed,gpd/fl2 0.8trench,gpd/f12 <br /> Absorption area required 429 bed,ft2 375 trench,ft2 Maximum design loading rate 0.7 bed,gpd/ 2 0.8trench,gpd/ft2 <br /> Recommended infiltration surface elevation(s) 96.0 ft (as referred to site plan benchmark) <br /> Additional design/site considerations CONVENTIONAL BED — 12' R 20, BORING FOR EXISTING SYSTEM <br /> Parent material GLACIAL DRIFT Flood plain elevation,if applicable N/A ft <br /> S=Suitable for System CONVENTIONAL I MOUND IN-GROUND PRESSURE I AT-GRADESYSTEM IN FILL HOLDING TANK <br /> U=Unsuitable fors stem ®S ❑U E S ❑U ES ❑U 1]S U ❑S K]U ❑S K1 U <br /> SOIL DESCRIPTION REPORT <br /> Boring # Horizon Depth Dominant Color Mottles Texture Structure Consisten Boundary Roots GPD/ft <br /> in. Munsell Qu.Sz.Cont Color Gr. Sz. Sh. Bed Trends <br /> 1 0-6 7.5YR 3/2 NONE is <br /> 2 6-36 10YR 5/4 NONE Is <br /> Ground 3 36-59 10YR 4/4 NONE S <br /> elev. <br /> 97, ft. 4 59-62 10YR 4/4 HGW s <br /> Depth to <br /> limiting <br /> factor( <br /> 59ty 9 <br /> Remarks: HAND AUGERED BORING. SYSTEM EL. AT 23" <br /> Boring# <br /> �L <br /> Ground <br /> elev. <br /> ft. <br /> Depth to <br /> limiting <br /> factor <br /> Remarks: <br /> T Name:—Please Print KEN STRABEL Phone: (71 5) 349-2990 <br /> Address: 7735 AIRPORT ROAD WEBSTER, WI 54893 <br /> Signature: Date: 09—!-1994 CST Number: 140332 <br />