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_,. -01D Joic. :5 7 cArcy 7.c;. PEr<c-i.( gr4-ce4-44---- P.rr <br /> 1216 <br /> Nfiscoitsin Department ofCommerce SOIL EVALUATION REPORT Page 1 of 3 <br /> Division of Safety and Buildings in accordance with Comm 85,Wis.Mm.Code Hudson Sal Testing,LLC <br /> Attach a site County <br /> plaronpapernotlessthan854z1161dresnsare.Ran Dane <br /> include.but not ranted to:vertical and horizontal reference point(BM),direction and <br /> percent slope,sale ordmenssions,oath arms,and location and distance to nearest mad Parcel I.D. <br /> Please print all information. Reviewed By pate <br /> Personal irfonnatoa you provide may be used fu secondary purposes(Pdvacy laa,s.15.04(1)(m)). <br /> Property Owner Property Location <br /> TRULSON,FRED Govt.Lot SE 1/4 NE 1/4 S 19 T 5 H R 12 E <br /> Property Owner's Mailing Address Lot# I Block# 1 Subd.Name or CSM# <br /> 727 OAK DRIVE PART OF 121 ACRES <br /> City State Tip Code Phone Number M City 0-Village 0 Town Nearest Road <br /> Edgerton I WI 1 535341 608-884-6570 Albion I OAK DRIVE <br /> El New Construction Use: Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD <br /> g Replacement g Public or commercial-Describe: <br /> Parent material Flood plain elevation,if applicable <br /> General comments <br /> and recommendations: SITE SUITABLE FOR A CONVENTIONAL SYSTEM USING A LOADING RATE OF.5EFF#1.9EFF#2, <br /> AND A SYSTEM ELEVATION OF 92.8. <br /> 1 Boring# 2 Boring <br /> iA Pit Ground Surface elev. 99.4 ft. Depth to limiting factor 132 in. Sot Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Strucbae Consistence Boundary Roots GPD/r <br /> in. Morsel Ou.Sz.Cont.Color Gr.Sz.Sh. 'MI -Eff#2 <br /> 1 0-13 10YR2/1 NA SIL 2FGR MFR AS 2F .5 .8 <br /> 2 13-22 10YR4/4 NA SICL 2FSBK MFR CS IF .4 .6 <br /> 3 22-34 10YR4/4 NA CL 2FSBK MFR CS - .4 .6 <br /> 4 34-41 10YR4/6 NA CL 2MSBK MFR CS - .4 .6 <br /> 5 41-52 7.5YR4/6 NA SCL 2FSBK MFR CS - .4 .6 <br /> 6 52-132 10YR6/4 NA SL 2FSBK MFR - - .5 .9 <br /> 2 Boring# ®Boring <br /> gl Pit Ground Surface elev. 96.8 it Depth to limiting factor 100 in. Sot Appicatice Rate <br /> Horizon Depth Dominant Color Redox Desciipdon Texture Structure Consistence Boundary Roots GPDIt' <br /> in. Munsel Oa Sc.Cont.Color Gr.Sr.Sh. 'Eff#1 'Eff#2 <br /> 1 0-10 10YR2/1 NA SIL 2FGR MFR AS 2F .5 .8 <br /> 2 10-17 10YR4/4 NA CL 2FSBK MFR CS 1F .4 .6 <br /> 3 17-24 10YR4/4 NA CL 2MSBK MFR CS - .4 .6 <br /> 4 24-42 191'24/6 NA SCL 2MSBK MFR CS - .4 .6 <br /> 5 42-100 10YR6/4 NA SL 2FSBK MFR - - .5 .9 <br /> Efficient#1=BO05>30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOD<30 mg/L and TSS s.30 mg/L <br /> CST Name(Please Print) Signs : CST Number <br /> Bruce W.Hudson --da4 220474 <br /> Address Hudson Soil Testing,LLC Date Evaluation Conducted Telephone Number <br /> 21 Goede Road,Edgerton,WI 53534 10/142001 608-884-9861 <br /> • <br />