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WisconenDepartment ofIndustry, SOIL AND SITE EVALUATION REPORT Pa1 of 3 <br /> Labor and Human Relations Page— <br /> Division of safety&Buildings In accord with ILHR 83.05,Wis.Adm. Code <br /> COUNTY <br /> Burnett <br /> Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must include,but <br /> not limited 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. 034 - 1511 - 04 800 <br /> APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY t I DATE <br /> PROPERTY OWNER: PROPERTY LOCATION <br /> Lydell Larson GOVT.LOT SW 1/4SE 1/4,S11 T 37 N,R18 N((�r)W <br /> PROPERTY OWNER':S MAILING ADDRESS LOT# I BLOCK# I SUBD.NAME OR CSM# <br /> 1693 335th Ave na na na <br /> CITY,STATE ZIP CODE PHONE NUMBER [--]CITY ❑VILLAGE [R]rOWN NEAREST ROAD <br /> Frederic WI 54837 (715) 327-8572 Trade Lake S irit Lake Rd <br /> I�] New Construction Use [x] Residential/Number of bedrooms 5 [ ] Addition to existing building <br /> [ ] Replacement [ ] Public or commercial describe <br /> Code derived daily flow 750 gpd Recommended design loading rate _bed,gpd/ft2-_,Btrench,gpd/ft2 <br /> Absorption area required 1071 bed,ft2 938 trench,ft2 Maximum design loading rate .7 bed,gpd/ft2 .8 trench,gpd/ft2 <br /> Recommended infiltration surface elevation(s) 96.30 ft (as referred to site plan benchmark) <br /> Additional design/site considerations Recommend using iofi1trator heti 21 x S4 <br /> Parent material Glacial till Flood plain elevation,if applicable na ft <br /> S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE I AT-GRADESYSTEM IN FILL HOLDING TANK <br /> U=Unsuitable fors stem ®S E]U ®S El ERS ❑U Zl S ElU ❑S ®U ❑S I <br /> SOIL DESCRIPTION REPORT <br /> Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary 93f <br /> GPD/ft <br /> in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trerxh <br /> 0-10 10YR4/3 none i s 2 f sbk mfr w .7 .8 <br /> _ 7.5YR 4/4 none s cl 2 m sbk mfr g w .4 .5 <br /> Ground 3 22-49 7.5YR 4/6 none 1 s 2 m bk mfr g w -- .7 .8 <br /> elev. <br /> 101 .00ft. 4 49-96 7.5YR 4/6 none c s 0 sq mvfr -- -- .7 .8 <br /> Depth to <br /> limiting <br /> factor <br /> >96 <br /> Remarks: hoto4 w/ gravel <br /> Boring# 1 0-10 10YR 4/3 none i s 2 f sbk mfr g w 3 f .7 .8 <br /> 2 _ 2 10-32 7.5YR 4/4 none s cl 2 m sbk mfr g w 1 f .4 .5 <br /> 3 32-42 7.5YR 4/6 none i s 2 m bk mfr w --- <br /> Ground 7 1.8 <br /> elev. 42-90 mvf r99.95 ft. <br /> Depth <br /> to <br /> limiting <br /> factor <br /> ;;P4Q— <br /> Remarks: hor 4 w/gravel <br /> CST Name:—Please Print Joan E Daniels Phone: 715-349-5533 <br /> Address: <br /> PO Box 316 Siren WI 54872 <br /> Signature: 6 Date: 5/6/97 CST Number:3 4 3 1 <br />