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.sconsin Department of Safety and Professional Services SOIL EVALUATION REPORT Page 1 of 3 Divis'on of Industry Services in aaordance with SPS 385,Wis.Adm.Code Attach complete site plan on paper not less than 8in x 111"in size.Plan must County DANE include,but not limited to:vertical and horizontal reference point(BM),direction and%slope,scale or dimensions,north arrow,location&distance to nearest road. , Parcel I.D. 0512-144-9001-3 Please print all information Reviewed by Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). 1 Property Owner Property Location JEFFREY&BARBARA SCHUETZ SW 1/4, SE 1/4, S 14 , T 5 N, R 12 E Property Owner's Mailing Address Lot# Subd.Name or CSM# 1022 E. LAKESIDE DR. City State Zip Code Phone Number ❑ City ® Town Nearest Road EDGERTON, WI 53534 1608 212-8067 ALBION I HILLSIDE ® New Construction Use❑X Residential/No.bedrooms 2 Code derived design flow rate: 300 GPD ❑ Replacement ❑ Public or commercial-Describe: Parent Material: LOESS,GLACIAL 0UTVVASH Flood Plain elevation if applicable ft. General comments and recommendations: 0.6 GPD/SQ.FT. LOADING RATE SYSTEM ELEV: SEE PLOT PLAN Boring ❑Boring . • 1 # ©Pit Ground surface elev. 97.71' Depth to limiting factor 65" Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Roots Boundary GPO/ftz inches Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. (Moist) 'Eff#1 'Eff#2 A 0-8 10YR3/2 sil 2mgr fr 2fco as 0.6 0.8 B1 8-43 10YR4/4 sil 2fsbk fr 2fco cs 0.6 0.8 B2 43-56 10YR4/4 sil lfsbk fi lfm cs 0.4 0.6 2B3 56-65 10YR4/6 sI lfsbk vfr lfm Cs 0.4 0.7 2C 65-70 10YR5/6 f2d7.SYR5/8 Ifs Osg I 0.5 1 Boring ❑Boring 2 # Pit Ground surface elev. 97.35' Depth to limiting factor 56" Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Roots Boundary GPD/ft= inches Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. (Moist) 'Eff#1 'Eff#2 A 0-7 .10YR3/2 sil 2mgr fr 2fco as 0.6 0.8 B1 7-35 10YR4/4 sil 2fsbk fr 2fco cs 0:6 0.8 B2 35-43 10YR4/4 sil lfsbk fi lfco cs 0.4 0.6 2B3 43-56 10YR4/6 fs lfsbk vfr lfm Cs • 0.5 1 2C 56-65 10YR5/6 f3d7.SYR5/8 Ifs Osg I 0.5 1 'Effluent#1=BOOs>30 5 220 mg/L and TSS>30 5 150 mg/L 'Effluent#2=BODE 5 30 mg/L and TSS 5 30 mg/L CST Name JEFFREY L. HAMMES Signature: CST Number 223300 Address 820 WILLIAMSON ST.,#401 -y Telephone No.(608)233-9200 MADISON,WI 53703 Date Ev ation Conducted:8/17/16 SBD-8330(R07/13)