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Wsconstn Department of Commerce SOiL EVALUATION REPORT Page 1 of 3 <br /> Division of Safety and Buildings <br /> in accordance with Comm 85,Wis. Adm. Code <br /> County <br /> Attach complete site plan on paper not less than 8112 x 11 Inches in size.Plan must Dane <br /> include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel LD. <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest road. 0911-184-6118-0 <br /> Please print all information. Reviewed by Date <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). <br /> Property Owner Property Location I - <br /> Windsor Quarry LLC Govt.Lot SE 1/4 SE 1/4 S 18 T 9 N R 11 E(o•l.3Ar- <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> 4607 Oak Springs Circle 18 Burnson's Ridge <br /> City State Zip Code Phone Number ❑City 0 Village 'Town Nearest Road <br /> Deforest. I Wi I 53532 1 ( 608-234-7093 _ Bristol Fgrn Drive <br /> M New Construction Use:ti3 Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD <br /> ❑Replacement ❑ Public or commercial-Describe: <br /> Parent material Loess Over Glacial Till Flood Plain elevation if applicable N/A ft. <br /> General comments Suitable For In-Ground Absorption System <br /> and recommendations: tP Y <br /> See Original Report Dated 4-11-16 For B-1,B-2,B-3 <br /> Boring# Boring <br /> 101 it Ground surface elev. 00.5 ft. Depth to limiting factor 32 in. <br /> Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 <br /> in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 •Eff#2 <br /> .•A - 0-8 10YR312 None sit 2fsbk mvfr cs lvf-f 0.6 0.8 <br /> B1 8-32 10YR414- _ None sici 2msbk mfr gs _ lvf 0.4 0.6 <br /> B2 32-50 10YR414 _ m2d10YR5/8,612 sicl lcsbk mfr gw lvf 0.2 0.3 <br /> IIB3 50-60 10YR4/6 None scl lcsbk mfr cw 0.2 0.3 <br /> IIC 60-70 10YR5/4 None si lmsbk mfr 0.4 0.7 <br /> Boring# ❑ Boring <br /> 102 ja pit Ground surface elev.100.5 ft. Depth to limiting factor >84 in. <br /> Soil Appication Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f12 <br /> in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. •Eff#1 'Eff#2 <br /> A 0-8 10YR3/2 _ None sil 2fsbk mvfr cs lvf-f 0.6 0.8 <br /> IIB2 8-17 , 7.5YR4/6 None scl 2msbk mfr cw _ lvf 0.4 0.6 <br /> IIC 17-84 10YR5/4 None si lmsbk mfr lvf 0.4 0.7 <br /> 'Effluent#1=BODS>30<220 mg/L and TSS>30<150 mg/L •Effluent#2=BODS<30 rr�g&L and TSS<30 mg/L <br /> CST Name(Please Print) Signature <br /> Y �� �4 CST Number <br /> Paul A.Hardy 225394 <br /> Address Date Evaluation Conducted Telephone Number <br /> 7226 Timberwood Drive, Madison,Wi 53719 11-29-16./ 608-848-4869 <br />