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ON COMPUTER/SCANNED OR1GIJAL, <br /> Wis.Dept.of Safety and Professional Services SOIL EVALUATION REPORT 3 <br /> Division of Safety and Buildings C j'-)L/'-1 a'o <br /> in accordance with SPS 385,Wis. Adm. Code <br /> County BURNETT <br /> Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must <br /> include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. 07-024-2-39-14-12-5 05-001-011600 <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest road. <br /> Please print all information. Reviewed by A Date <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)). 4 ,4/L TX,J (A) I 7/-/Z`y <br /> Property Owner Property Location E EI <br /> ANTHONY A&LISA HOESCHEN Govt.Lot GLI 1/4 1/4 S 12T 39N R 14E(or)W <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> 1298 KARTH LAKE CIRCLE 3 4390 V24 P24 14409870 W/EST#420450 1.3 AC <br /> City State Zip Code Phone Number f:ity ®Village [Drown Nearest Road <br /> ARDEN HILLSI MN ' 55112 i ( 61)2 618 4288 RUSK 26586 BREDE LANE <br /> EiNew Construction User, Residential I Number of bedrooms 3 Code derived design flow rate 450 GPD <br /> ®Replacement ® Public or commercial-Describe: <br /> Parent material Glacial Drift Flood Plain elevation if applicable N/A ft. <br /> General comments A BM ELEV: 100.0'(NAIL IN 17"NORWAY 66"AG) <br /> and recommendations: SE ELEV: CG @>90.6'<91.6'ON 94.0'CONTOUR <br /> ALTERNATE ON 93.0'CONTOUR @>90.0'NO WELL <br /> 4.7 TO 9%SLOPES IN TESTED AREA >=14%DOWNSLOPE <br /> 1 ® Boring <br /> Boring# 94.0' 84"�7.0 <br /> CI pit Ground surface elev. ft. Depth to limiting factor. in. <br /> i Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure 2.onsistence Boundary Roots GPD/ft 2 <br /> in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 <br /> 1 4" 7.5YR4/2 NONE Is lmsbk mvfr cs 3vf f m .7 1.6 <br /> 2 4-28" 7.5YR4/4 NONE Ifs lfsbk mvfr cs 3fm 5 .9 <br /> 3 28-72" 7.5YR4/4 NONE few gr s Osg ml cs 2f m .7 1.6 <br /> 4 72-84" 7.5YR4/4 NONE gr cob s Osg ml If m .7 1.6 <br /> 2 ® Boring 93.0' 72"(87.0) <br /> Boring# <br /> ElPit Ground surface elev. ft. Depth to limiting factor in. <br /> Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Tonsistence Boundary Roots GPD/ft 2 <br /> in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 <br /> 1 4" 7.5YR4/2 NONE is lmsbk mvfr cs 3vf f m .7 1.6 <br /> 2 4-28" 7.5YR4/4 NONE Ifs lfsbk mvfr cs 3fm .5 .9 <br /> 3 28-72" 7.5YR4/4 NONE few gr s Osg ml 2f m .7 1.6 <br /> *Effluent#1 =BOD s>30<220 mg/L and TSS>30 <150 mg/L *Efflue #2=BOD 5<30 mg/L and TSS <30 mg/L <br /> CST Name(Please Print) Signature CST Number <br /> Mel Ferguson MK SEPTIC & EXCAVATION 224879 <br /> Address N6228 ODYN qTY LINE ROAD Da Conducte4 Telephone Number <br /> SPOONER, WI 54801 2-?3- 0/ <br /> 715-635-7482 <br />