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Wisconsin Department of Industry,. SOIL AND SITE EVALUATION REPORT Pagel of y <br /> Labor amd Human Relations <br /> Division of safety&Buildings in accord with ILHR 83.05,Wis.Adm. Code <br /> COUNTY <br /> Burnett <br /> Attach'gomplete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include,but <br /> 20 028 9350--N <br /> not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCEL D.# YA <br /> dimensioned, north arrow,and location and distance to nearest road. & VOY 20 028 9325 02 500 <br /> APPLICANT INFORMATION–PLEASE PRINT ALL INFORMATION REVIEWED BY � DATE <br /> 51" /O--) L <br /> PROPERTY OWNER: PROPERTY LOCATION <br /> VOYAGER VILL POA GOVT.LOT SW 1/4 SW 1/4,S7 T 40 ,N,R 14 /F fb6 W <br /> PROPp TTY OWNERS MAILING ADDRESS LOT# BLOCK# SUED.NAME OR SM# <br /> 2tt 51 KILKARE RD 60 Meadow G een addition to VV <br /> CITY,STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE [MOWN NEAREST ROAD <br /> DANBURY WI 54830 ( 19 259-3910 Scott I Kilkare R <br /> [ ] New Construction Use [ ] Residential/Number of bedrooms [x] Addition to existing building <br /> [)I Replacement Pc] Public or commercial describe addition <br /> Code derived daily flow 5964*gpd *see addd info mmended design loading rate -gybed,gpd/ft2 trench,gpd/ft2 <br /> IHR 133.121) 6 <br /> Absorption area required 6400 bed,ft 5591 trench, It Maximum design loading rate -7 bed,gpd/ft -8 trench,gpd/ft2 <br /> Recommended infiltration surface elevation(s) 98.00 It (as referred to site plan benchmark) <br /> Additional design/site considerations—4 <br /> Parent material unknown Flood plain elevation, if applicable It <br /> S=Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE YSTEM IN FILL HOLDING TANK <br /> U=Unsuitable fors stem ®S ❑U ®S ❑U ®S ❑U ❑S ®U S ®U ❑S ®U <br /> SOIL DESCRIPTION REPORT <br /> Depth Dominant Color Mottles Texture Structure Consistence Roots GPD/ft <br /> Boring # Horizon in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Trerd <br /> U��"`" 1 0-9 10YR 3/3 none S 0 s ml a s 2 f .7 .8 <br /> 1 <br /> " °'" 2 9-47 7.5YR 5/4 none 3 0 <br /> Ground 3 47-90 7.5YR 4/6 none S 0 sg dl -- -- .8 <br /> elev. <br /> 10f1 eft. <br /> Depth to <br /> limiting <br /> factor <br /> n <br /> Fiet <br /> r e soli <br /> RemarksF&WSDII " " " lensth <br /> Boring # <br /> 0-9 10YR 3/3 none S 0 sgml a s 2 f 7 .8 <br /> 2..a 2 9-50 7.5YR 5/4 none S 0 <br /> Ground -8YR .8 <br /> elev. <br /> 100.46. <br /> Depth to <br /> limiting <br /> factor <br /> >941, S t� <br /> Remarks: <br /> CST Name:—Please Print Phone: <br /> Jnpin P. Dnnit,1.,; 715-349 <br /> d$T:Box 316 Siren WI 94872 <br /> SignatuDate: CST Number: <br /> 10/21 /9 CSTMO 3431 <br />