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WiisconsinDepartrnentofIndustry, SOIL AND SITE EVALUATION REPORT Page_of_ <br /> Labor and Human Relations <br /> Division of Safety&Buildings in accord with ILHR 83.05,Wis.Adm. Code COUNTY <br /> Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must include,but PARCEL I. .# <br /> not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or yam- 03-� <br /> dimensioned,north arrow,and location and distance to nearest road. REVIEWE BY DATE <br /> APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION 3 <br /> PROPERTY OWNER: PROPERTY LOCATION <br /> GOVT.LOT 1/4 1/4,S 2C T 38 N,R 17 11(or)W <br /> Gene Halvorson LOT BLOCK# SUBD.NAME0 M# <br /> PROPERTY OWNER'S MAILING ADDRESS pcl. NW SE <br /> 200th Irene Street <br /> CITY,STATE ZIP CODE PHONE NUMBER []CITY ❑VILLAGE OWN NEAREST ROAD <br /> Bakersfield, CA 93305 ( 805 328-9935 Daniels Blomgren Road <br /> [ ] New Construction Use (%] Residential/Number of bedrooms 3 l ] Addition to ex sting building <br /> 11 Replacement [ ] Public or commercial describe <br /> Code derived daily flow 450 gpd Recommended design loading rate .7 bed,gpd/ft2 .8 trench,gpd/ft2 <br /> Absorption area required 643 bed,ft246_trench,ft2 Maximum design loading rate .7 bed,gpd/ft .8 trench,gpd/ft2 <br /> Recommended infiltration surface elevation(s) 98.9 ft (as referred to site plan benchmark) <br /> Additional design/site considerations NA <br /> Flood plain elevation,if applicable ft <br /> Parent material Glacial Drift <br /> S=Suitable for system CONVENTIONAL MOUND N GROUND PRESSURE AT-GRADE (STEM IN FILL HOLDING TANK <br /> U=Unsuitable fors stem ❑S ®U WS ❑U ❑S U 5�S ❑U S ❑U [is C U <br /> SOIL DESCRIPTION REPORT <br /> Depth Dominant Color MottlesStructure Roots GPD/ft <br /> Boring # Horizon in. Munsell Qu.Sz.Cont.Color Texture Gr. Sz. Sh. Conssisn Bary Bed Trends <br /> •V` �.�, E <br /> �,. � � 1 0-411 7.5 YR 3 2 ----------- <br /> Is lmsbk mvfr cs 3f-c .7 .8 <br /> 1 <br /> 2 4"-20' 7.5 YR 4/4 is lmsbk mvfr cs 3f-c .7 .8 <br /> Ground 3 0"-49 ' 7.5 YR 5/6 ----------- <br /> ME lmsbk mvfr gs 2f .7 .8 <br /> elev. <br /> 99.6 ft. 4 9"-68 ' 7.5 YR 5/6 c2d 5 YR 5/8 f-ms 2msbk mfr -- 2f <br /> Depth to <br /> limiting <br /> factor <br /> 49" <br /> Remarks: <br /> Boring# .7 i .8 <br /> 1 0-5" 7.5 YR 3/2 ----------- is lmsbk mvfr cs 3f-c <br /> r, 2 2 5"-23 ' 7.5 YR 4/4 ----------- is lmsbk mvfr cs 3f-c .7 j .8 <br /> 7 .8 <br /> 3 3'-52 ' 7.5 YR 5/6 ----------- ms lmsbk mvfr gs 2f <br /> Ground <br /> elev. 4 2"-76 ' 7.5 YR 5/6 c2d 5 YR 5/8 f-ms 2msbk mfr 2f NA 'NA <br /> 99.8 ft. <br /> Depth to <br /> limiting <br /> factor <br /> 52" <br /> g S8 <br /> Remarks: <br /> TName:—Please Print Phone: ("15)349-7286 <br /> Wade Rufsholm <br /> Address: 24702 Lind Road P.O. Box 514 Siren, W 54872 <br /> Date: CST Number: <br /> Signature: / 4/10/95 3583 <br />