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SOIL EVALUATION REPORT ORIGINAL #1225 <br /> ,0sp'j Depathrent a Safety and Professional Services Page 1 of 3 <br /> s Oivksien a Safety and Buildings �aa Keith E.Stoner <br /> Z in accordance with Comm 85,Wis.Adm.Code <br /> Attach complete site plan on paper..less Nan 8%x/1 inches in sae. Plan must County Burnett <br /> include,but not limited to:vertical aro horizontal reference poim(BM),direction and <br /> pement a",scale or dimensions,norh arrow,and location and distance to nearest road. Parcel 10 <br /> 07-028-240-14135.05-001-016000 <br /> Please print aft informaBon. Reviewed By Data <br /> Persona ManwOon you pends may to usedh semMary purposes(Privacy tax.s.15.01(1)(m)). <br /> Property Darner Property Location <br /> Lowell Hellervilk Govt.tat 1 1/4, 114.513,T40N,R14W <br /> Propeny Ovmees Mailing Address Lot# Bleck AtSubd.theme or CSM# <br /> 59 4th Street West Suite 2500 2 CSM#3582 Vol. 18 PG.23 <br /> City State Zip Code Phone Number ❑ City ❑Volatile Z Town Nearest Road <br /> St Paul MN 55102 612-747-6759 Scott 1 1031 Carson Trail <br /> ❑ <br /> Nave Construction Use: EA Residential/Number of bedrooms 5 1 Code derived design Dow rale 750 GPD <br /> ❑C Replacement . ❑ Pudic or commercial-Describe: <br /> Parent material Glacial Drift Floor plain elevation,if applicable NA ft. <br /> General comment+ Propose 4 dispersal Cells with various lengths"the contours using a.7 SAR. tlpsbpefl 18E=114A0.CeCell 5E=112.70. <br /> and recommendations: Cell a 5E=111.25'. Cell 4SE=114.46. C/L's of cells staked.'lifl pump required. '0-0ox recommended. <br /> FilBoring# ❑acting <br /> PD Grouts surface elev. 112.97 ft.- Depth to limiting factor 60 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consislen Boundary Roots GPDHP <br /> M ry <br /> in. Munsell On,Sz.Cont.Color I •EMt F•Ees2 <br /> 1 0-5 7.5YR3/2 - Is lfgr mvfr im 31`-co 0.7 1.6 <br /> 2 5-39 7.5YR4/4 - Is 059 ml gs 31`w 0.7 1.6 <br /> 3 3946 SYR4/4 - s Osg ml gs 2f-m 0.7 1.6 <br /> 4 46-60 2.SYR4/4 - Is Osg ml gs 2f-m 0.7 1.6 <br /> 5 60-80 2.SYR4/4 f2d5YR5/8 is Osg ml - if-m 0.7 1.6 <br /> #5-compacted <br /> Bortw# ❑Boring©Pd Ground surface slave 116.57 fl. Depth to Ivn4bg lector >88 in. Sal Application Rath <br /> Horizon Depth Dominant Cob' Redox Description Texture Structure Consistenct Boundary Roots GPD#.' <br /> in. Munsell Ou.Sz.Com.Color GrSz.Sh. •Etl#1 •Econ <br /> 1 05 7.SYR3/2 - Is lfgr mvfr (M 31`m 0.7 1.6 <br /> 2 6-20 7.5YR4/4 - Is 059 ml gs 3fS 0.7 1.6 <br /> 3 20-33 SYR4/4 - Is DSg ml gs 2f-nn 0.7 1.6 <br /> 4 33-70 5YR4/4 - s 05g ml gs 2f-m 0.7 1.6 <br /> 5 70-88 SYR4/4 compacted s Osg ml - if-m 0.7 1.6 <br /> r #4-1/8-1/4.Is lamaellee bands 15YR4/4 <br /> -Effluent#1=BOD 5>30<220 mg/L and TSS>30<150 rg/L •Effluent 02=BOO,<30 mgA-andTSS<30 mA <br /> CST Nam(Please Fi n0 - ,�'// azure: CST Number <br /> Kefth E.Stoner �-a _ �i - 224059 <br /> Address Keith E.Sooner �� Data Evaluation Conducted Telephone Number <br /> 23220 Wood Creek .Siren,WI 54872 6202014 715-6532324 <br /> .• smruwrsuno <br />