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Wisconsin D-.1 .,.-:1- . „,..-.,I .. ,.-sem c3-1— (<4-1(05 <br /> Division of Indu'i�''�."• ►:. #3472 <br /> �r OCT1 t9 SOIL EVALUATION REPORT <br /> a-(- ("33 I if 2Q19 j Page 1 of 4 <br /> 11 't lot <br /> ordance with SPS 385,Wis.Adm.Code Keith Stoner CST <br /> 4(50.OoCounty <br /> Attach omp than 1/2x 11 inches in size. Plan must Burnett <br /> includ; but not limit 184b d horizontal leference point(BM),direction and - — <br /> percen slopesuaadLaa Ei Sibit}ilirrow, nd location and distance to nearest road. Parcel I.D. <br /> - 07-028-2-40-14-19-5 05-004-011000 <br /> Please print all information. <br /> 'PM:we Je8 <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). /4/4(4_,_1_1_)ate// <br /> / M <br /> Property Owner Property Locati.� <br /> Scott Teskey Govt.Lot 4 , 1/4,S19,T40N, R14W <br /> Property Owner's Mailing Address Lot# I Block# Subd.Name or CSM# <br /> 5636 15th Ave S 1 i � CSM Vol.4 Pg.214 <br /> City State Zip Code Phone Number ❑ City ❑Village ® Town Nearest Road <br /> Minneapolis i MN 55417 ; 651-717-8190 Scott 28383 Fontaine Rd <br /> ❑New Construction Use: ® Residential/Number of bedrooms 2 Code derived design flow rate 300 GPD <br /> ®Replacement ❑ Public or commercial-Describe: <br /> Parent material Sandy&Clayey Lucustrine deposits Flood plain elevation,if applicable NA ft. <br /> General comments Propose 3 dispersal cells for a total of 110'of EZ Flow Media with Cell 1+2 system elevations=98.70'and Cell 3 system elevation <br /> and recommendations: .98.30'. Centerlines of cells staked onsite. `Cover fill required. 'Lift pump required. <br /> 1 Boring# [1]Boring <br /> ®Pit Ground surface elev.____99.65 ft. Depth to limiting factor 55 in. Soil Application Rate <br /> Horizon Depth ; Dominant Color Redox Description i Texture ' Structure `Consistent Boundary'; Roots i GPDfft2 <br /> in. Munsell Qu.Sz.Cont.Color I 1 Gr.Sz.Sh. i ! 'Eff#1 •Eff#2 <br /> 10-5 5YR2.5/2 Disturbed Is 1f r mvfr cs 3f-co 0.7 1.6 <br /> ( —.--angina!install g — <br /> 2 5-55 5YR4/3 - Is Osg ml gs 2f-m 0.7 1.6 <br /> 3 55-57 2.5YR4/4 m2d5YR5/8 sI m mvfi gs if 0.2 0.6 <br /> 4 57-64 5YR4/4 c2d5YR5/8 c 2mabk mvfi - - 0.2 0.3 <br /> I <br /> 2 Boring# <br /> ❑Boring <br /> ®Pit Ground surface elev. 100.51 ft. Depth to limiting factor X77 in. Soil Application Rate <br /> Horizon Depth Dominant Color I Redox Description I Texture I Structure I Consistence/Boundary; Roots GPD/fi2 <br /> in. Munsell Qu.Sz.Cont.Color I Gr.Sz Sh. I j j -Eff#1 l 'Eff#2 <br /> 1 0-4 5YR2.5/2 - Is ( lfgr mvfr i cs i 3f-co 0.7 1.6 ' <br /> 2 4-27 5YR4/3 - Is Osg ml gs 3f-co 0.7 1.6 <br /> 3 27-38 5YR5/4 - Is Osg ml gs 2f-co 0.7 1.6 <br /> 4 38-54 5YR4/4 Sand coatings c 2mabk mvfi gs 2f-m 0.2 0.3 <br /> 5 54-77 5YR5/6 - srs Osg ml - if 0.7 1.6 <br /> i <br /> 1 <br /> Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOD5<30 mg/L and TSS<30 mg/L <br /> CST Name(Please Print) Signature: / - / CST Number <br /> Keith Stoner /� , 224059 <br /> Address Keith Stoner CST Date Evaluation Conducted Telephone Number <br /> 23220 Wood Creek Rd Siren,WI 54872 9/18/2019 715-566-0900 <br /> SBD-14330(8.07113) <br />