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Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT `�� �Pa of <br /> abor and Human Relations g <br /> rvision of safety&Buildings in accord with ILHR 83.05,Wis.Adm. Code PAGE I OF 3 <br /> COUNTY <br /> Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include,but BURNETT <br /> not litnited 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. <br /> APPLICANT INFORMATION—PLEASE PRINT ALL INFORMATION REVIEWED BY, E <br /> 702 <br /> PROPERTY OWNER: PROPERTY LOCATION <br /> WAYNE HANSEN GOVT.LOT SE 1/4SE 1/4,S35 T 39 N R 16 lk(or)W <br /> PROPEYY OO@ER':SIIMILLIING ADDRESS LOT# BLOCK# SUBD.NAME OR CSM# <br /> CITY,STATE OLANSR ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE OWNNEAREST ROAD <br /> WEBSTER, WI 54893 (715 349-5559 MEENON OLANSKY RD. <br /> [ ] New Construction Use1 ] 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 0.7 bed,gpd/ft2 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) 91.7 ft (as referred to site plan benchmark) <br /> Additional design/site considerations CO> E NAL D — ' X 54, <br /> Parent material GLACIAL DRIFT Flood plain elevation,if applicable N/A ft <br /> ['U <br /> =Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK <br /> =Unsuitable fors stem XD S ❑U 7❑S ❑U ][7 S ❑U X0 S ❑U ❑S X❑U ❑S X❑U <br /> SOIL DESCRIPTION REPORT <br /> Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary RootsFBed <br /> D/ft <br /> in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Trends <br /> 1 —6 .5YR 3/2 ONE 1 msbk vfr s 2f 0.6 <br /> 1"' 2 —20 0YR 5 4 ONE s s 1 s if 0.8 <br /> Ground 3 0-69 OYR 4/3 ROME Is sg hil as 0 0.7 0.8 <br /> elev. <br /> 93.7 ft. 4 19-74 OYR 4/4 c2d SYR 5/8 61 Lmsbk infr -- 0 --- <br /> Depth to <br /> limiting <br /> factor <br /> 6 <br /> Remarks: SYSTEM EL. AT 24^ <br /> Boring # <br /> i 1-6 .SYR 3/2 ONE 2msbk ivfr Is 2f 0.5 0.6 <br /> 2.., ' 2 —21 10YR 5/4 qONIE 10 3sg OIL ELS if 0.7 0.8 <br /> 3 1-69 10YR 4/3 ONE 18 Deg ill. ss 0 0.7 0.8 <br /> Ground <br /> 9e41% ft. 4 if 9-76 OYR 4/4 2d SYR 5/8 31 Tlmsbk mfr -- 0 --- <br /> Depth to <br /> limiting <br /> factor <br /> 69.. <br /> Remarks: SYSTEM EL. AT 291, <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: Date: 06-14-1996 CST Number.M03322 <br />