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Ws.Dept.of Safety and Professional Services SOIL EVALUATION REPORT Page I of 3 <br /> Division of Safety and Buildings 25 _'aD <br /> in accordance wtth SPS 385,Wis. Adm. Code <br /> County BiiRNETT <br /> Attach complete site plan on Paper not less than 8 12 x 11 inches in size.Plan must <br /> include,but not limited to:vertical and horizontal reference point SM),direction and PTLD. 07-024-2-39-14-12-505-001-011600 <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest road. <br /> Please print all information. Reviewed by Date <br /> Perunai inmrmat—you Drove,maybe used for.secondary purposes(Prmaey Law,s.15,04111(m)I- 04N' AAD( <br /> Property Owner Property Location E] El ANTHONY A&LISA HOESCHEN Graff.La GLI 1/4 1/4 5 12T 39N R 14E(or)W <br /> Property Owners Mailing Address Lot or Black# I Subd.Name or CSM# <br /> 1298 VARTH LAVE CIRCLE 3 1 4390 V24 P24#409870 WEST 44204501.3 AC <br /> Cir, Site Zip Cade Phone Number ity FlUflage Elrobam Nearest Road <br /> .ARDEN ITILLS MN 55112 1 6112 618 4288 RUSK 1 <br /> 26586 BREDE LANE <br /> ❑• New Construction Useo Residential l Number of bedrooms 3 Code derived design flow rate 450 GPD <br /> ®Replacement ® Public or commercial-Describe: <br /> - - Parent material------�.�Glacial.Ihifi _ __Fktod Plain elevation if eppliraMe-----N/A --- -fl.- -' <br /> General czmmenls A RVI EL EV: 100.0'INA IL IN 17"NORWAY 66"AG) <br /> and recommendations: SE ELEV: CG C>90.6'191.6'ON 94.0'CONTOUR <br /> ALTERNATE ON 93.0'CONTOUR iaj90.0'NO WELL <br /> 4.7 TO 9%SLOPES IN TESTED AREA >=14%DOWNSI OPE. <br /> Bonn # ❑ Boring - - <br /> g Rpit Ground surface elev. Y4.11 fl. Depth to limiting factor 94" 7.0)in. <br /> Soil iration Rate <br /> Horizon Depth' Dominant Color Redox Description Texture -Structure onsistence undary Roots GPD/ft ' <br /> in. Munsell - Cu.Sz. Chal-Color - Gr.Sz.Sh. 711111- 11#2 <br /> 1 4" 7.5YR4/2 NONE Is Im,bk mvG cs 3vrfan ] L6 <br /> 2- 4-28" T5Y1l NONE Ifs Ifshk mvfr cs 3f In 5 9 <br /> 3 29-72" 7.5YR4/4 NON[ feugz s (eg m1 ce 2fm .7 1.6 <br /> 4 72-84" 7.5YR4/4 - NONE gr cob s Osg ml ----- 1fm .7 1.6 <br /> Bonn9# ❑ Ron, - 93.0' -« 72"(87.0) - - <br /> ❑' Pit Ground sudace elev. ft. Depth to limiting factor <br /> Shc Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure nsistence 3oundar, Roots GPDht ' <br /> in. Munsell Cu.Sz. Cont.Color Gr.Sz.Sh. tf#1 R#2 <br /> 1 4" 7,5YR4/2 NONE. Is Imshk mvfr cs 3vffm -7 1.6 <br /> 2 4-28" 7.5YR4/4 NONE its IRbk mv& cs 3fm .5 .9 <br /> 3 28-72 7.5YR4/4 NONE fcwgrs Osg nal ----- 2fm 7 16 <br /> ..I..f ' '- - - <br /> `Effluent#1 =BOD >31) 22Dri antl TSS,30 <1SDmg/L Efflu #2=BOD ,<30 mgrL and TSS <W mglL <br /> CST Name(Please Pring Signature CST NumberMcl Fcrguson M&K SEPTIC & EXCAVATION 224979 <br /> Address N6228 CO r e <br /> SPOONER, <br /> WI 54801 P O ea <br /> 715-635-7482 <br />