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ORIGINAL <br /> ESP, <br /> SOIL EVALUATION REPORT #1223 <br /> 0eDamientd Safety and Professbnal Servces � Page 1 W 3 <br /> Division of Safety and Buildings �.S-r -0a Keith E.Stoner <br /> in accordance with Comm 85,Wis.Atlm.Code <br /> Attach complete site Plan on Paper not less than 8%x 11 inches in size. Plan must Coin <br /> include,out not limited tit:vertical and hor¢ontal reference point(BM),direction and Burnett <br /> percent slope,scale or dbnensons,norm arrow.and location and distance to nearrut road. Parcel LD. <br /> 07-014-2-38-15-095 05-OO6-019000 <br /> Please print all information. Reviewed By Date-{ <br /> Personal inro,macon You Ixorro,may oe used for seoindary purposes(priracY Lew,S.15.04(1)(cop. 7 <br /> Property Owner Property Location <br /> John Hawkins Govt.tat 1/4, 1/4, S9,T38N, R15W <br /> Property Owners Ma,T,ng Address Lot# Bloch# S.M.Name or CSM# <br /> 1705 Lafond Ave 3 CSM#2274 Vol. 13 Pg. 138 <br /> City Suite Zip Code Phone Number ❑ City ❑Village 0 Town Nearest Road <br /> St Paul MN 1 55104 1 612-201-2183 LaFollette 1 4734 Bertram Rd <br /> ❑New Construction Use: N Residentral/Number of bedrooms 4 Code derived design flow rate 600 GPD <br /> Replacement ❑ Publo or commenial-Deschba: <br /> Parent matenal Glacial Drift Flood plain elevation,d applicable NA ft. <br /> General comments -Propose 2 cells approximately 3 x 87 using a.5 SAR with a proposed system elmatiom=98.70'-Ce,dedines of calls staked <br /> and recommendations: onsite. Lift pump required. B#4 provided suitable soils for a privy depth to 97.90'.(3.5) <br /> acting# ❑Boring <br /> ( f Pit Ground surface elev 101.00 ft. Depth to limiting factor 78 in. Soil Application Rate <br /> H..ri Depth Dominant Color Redox Description Texture Structure Gonsionerics Boundary Roots GPDW <br /> in, Munsell Cu.Sz.Cont.Color Gr.Sz.Sh. •Erni •Em2 <br /> 1 0-12 7.5YR3/2 - Is lfgr mvfr a X-co 0.7 1.6 <br /> 2 21-24 7.5YR3/4 compacted Is O99 ml gs 3f-m 0.7 1.6 <br /> 3 24-40 7.SYR3/4 - Is O59 ml gs 3f 0.7 1.6 <br /> 4 40.74 7.5YR4/4 - s OS9 ml gs 2f 0.7 1.6 <br /> 5 74-78 7.5YR5/4 - IS Osg ml gs - 0.5 1.0 <br /> 6 78-94 7.5YR5/4 c2d5YR5/8 ft Osg ml - - 0.5 1.0 <br /> 'Sol saturated at ab' H2O at 92' <br /> Boring# ❑Bourg <br /> ®Pit Grouts surface elev. 100.65 ft. Depth to IimNr,g factor 71 in. Sal Application Rate <br /> Horgan I Depth Dominant Color -Redox Description. Texture - _.Structure Consistenci Boundary Roots GPD/` <br /> in. Munsell Qu.Sz.Cont Color -Gr.Si.Sh. ' - - -Emt. �•Em?- - --._ <br /> 1 Ofi 7.5YR3/2 - Is lfgr mvfr a 3f-co 0.7 1.6 <br /> 2 6-23 7.5YR3/4 - Is 059 ml gs 3f-co 0.7 1.6 <br /> 3 23-39 7.5YR4/4 - S O5g ml gs 2f-m 0.7 1.6 <br /> 4 39-52 7.5YR4/4 - is 059 ml gs 2f-m 0.5 1.0 <br /> 5 52-63 7.5YR5/4 - s O59 ml gs 1f 0.7 1.6 <br /> 6 / ,63-71 .-7.5YR5/4 - is Os9 ml gs - 0.5 1.0 <br /> .i 'Soil szmPxI 97T •14' aodaof 7.5Y /6 lmeae,at 7a7 71-TF 75NSw{ tst,6;4 rs - <br /> o.S t.o <br /> 'Effluent#1=BOD5>30<220 mg/L and TSS>30<150 mgn- •Effluent#2=SODS S30 mg&and TSS�.30 mg/L <br /> i <br /> CST Name(Please Print) Signature: CST Number <br /> Keith E.Stoner r-&fiew 224059 <br /> Address Keith E.Stoner Data Evaluation Conducted Telephone Number <br /> 23220 Wood Creek rd.Siren,Wl 54872 6/16/2014 715-653-2324 <br /> soon.is <br />