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Wisconsin Department of Safety and Professional Services <br /> Division of Industry Services <br /> SOIL EVALUATION REPORT Page 1 Of 4 <br /> in accordance with SPS 383,Wis. Adm. Code <br /> County BURNETT <br /> Attach complete site plan on paper not less than 8112 x 11 inches in size.Plan must <br /> include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. 07-012-2-40-15-18-5 0 008-0I I O00 <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest road. '7Z <br /> Please print all Information. Reviewed by Date <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). 7 7) <br /> Property Owner Property Location <br /> JAY A.&L?EANNA KEPPEN/DAVID&LINDA HUGHES Govt,Lot 8 ---- 1/4 1/4 S 18 T 40 N R 15 E(r)® <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> It 17 15TH STREET — -- — <br /> City State Tap Code Phone Number []City []Village own Nearest Road <br /> BARRON, WI 1 54812 1 ( 715) 220-5937 LACKSON SWEGER ROAD <br /> New Construction Use Residential/Number of bedrooms NK Code derived design flow rate NK GPD <br /> E]Replacement Public or commercial-Describe: <br /> Parent material SANDY Flood Plain elevation if applicable NA ft. <br /> General comments CONVENTIONAL IN-GROUND TRENCHES—0.7 LOADING RATE <br /> and recommendations: <br /> EMYAO OS l74, Sivt*'c- R111�,A <br /> Boring# © Boring <br /> Q Pit Ground surface elev. 102.95 ft. Depth to limiting factor >90 in. <br /> Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlfF <br /> in. Munsell Qu.Sz_ Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 <br /> 1 0-6 7.5YR2.5/2 is Ifsbk mvfr cs 2vf-co 0.7 1.6 <br /> 2 6-36 7.5YR3/4 Is Osg ml gam, Ivf-co 0.7 1.6 <br /> 3 36-go 7.5YR4/4 s Osg dl __ __ 0.7 1.6 <br /> some gr& cobs. <br /> 172 Boring# Q Boring 105.50 >100 <br /> Pit Ground surface elev. ft. Depth to limiting factor in. <br /> Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fl? <br /> in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'EfflF1 'Eff#2 <br /> 1 0-6 7.5YR2.5/2 is 1 f-msbk mvfr cs 2vf-m 0.7 1.6 <br /> 2 6-30 7.5YR3/4 Is Osg ml 9' 1 of--m 0.7 1.6 <br /> 3 30-100 7.5YR4/4 - s Osg dl — __ 0.7 1.6 <br /> some gr. <br /> Effluent#1 =BOD >30<220 mg/L and TSS>30<150 mg/L *Efflue t =BOD <30 myL and TSS<30 mg/L <br /> CST Name(Please Print) CST Number <br /> MARY JO HUPPERT ollister's Soil Testing&Desi 71:5- <br /> �' 224832 <br /> Address Date EvaluatiorVWnducted Telephone Number <br /> 28497 King Arthur's Court,Danbury,WI 54830 10-27,2020 715-426-1775 <br /> SBD-8330(R07113) <br />