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DCPZP-2008-00459
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DCPZP-2008-00459
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DCPZP-2008-00459
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Wiscbn;`ln 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 /> • Attach complete site plan on paper not less than 8 1/2 x 11 inches In size.Plan must County Dane <br /> Include,but not limited to:vertical and horizontal reference point(BM),direction and <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. <br /> 0610-232 4140-2 <br /> Please print all information. Reviewed by Dale <br /> Personal Information you provide may be used for secondary purposes(Privacy Law.a.15.04(1)(m))- <br /> PropertyOwner <br /> Property Location 1 <br /> William&Cheryl Tesnow Govt.Lot NEN/q NW1/4 S 23 T 6 N R 10 E;(.r}tro <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> 1130 Akita Ct.,Unit 5 l I 9.72 Acre Metes&Bounds Parcel <br /> City State Zip Code Phone Number ❑City ❑Village Town Nearest Road <br /> Madison, 1 WI 1 537131 ( ) Dunn 13579 Edgewood Dr. <br /> ❑ New Construction Use:6 Residential/Number of bedrooms 4 Code derived design flow rate 600 <br /> GPO <br /> Replacement ❑ Public or commercial-Describe: <br /> Parent material Loess over Glacial Till Flood Plain elevation if applicable N/A <br /> General comments <br /> and recommendations: Suitable for Conventional System <br /> Existing System Is Code-Compliant On A Soils Basis <br /> 1 I Boring# ❑ Boring <br /> 1- it Ground surface elev. 93"1 ft. �� <br /> Depth to limiting factor In. <br /> Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/ft= <br /> in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. <br /> 'Eff#1 `Eff#2 <br /> A 0-10 10YR3/2 None sil . 2fsbk mvfr cs 2vf-c 0.6 0.8 <br /> B1 _10-40 10YR4/4 None sicl 2msbk mfr gs lvf-c 0.4 . 0.6 <br /> 1162 40-55 7.5YR4/6 None scl lcsbk mfi cs 1vf-f 0.2 0.3 <br /> IIC 55-84 10YR514 None sl lfpl mfr 0.4 0.6 <br /> 1 2 Boring# ❑ Boring <br /> • <br /> 93"6 ,54 <br /> of Pit Ground surface elev. ft. Depth to limiting factor in. - <br /> Soil Application Rate, <br /> Horizon Depth Dominant Color Redox Description Texture Structure. Consistence Boundary r Roots GPD/ft' <br /> In. Munsell Du.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 <br /> A 0-38 10YR3/2 None sil 2fsbk mvfi cs 2vf-c 0.6 0.8 <br /> B 38-554 10YR4/4 None sicl lmsbii mfi . 1vf-n/ 0.4 0.6 <br /> • <br /> •Effluent#1=BOD,>30<220 mg/L and TSS>30<150 mg/I Efuent#2=BODs<30 mg/L and TSS<30 mg/L <br /> CST Name.(Please Print) Signature CST Nuggr394 <br /> Paul A.Hardy �--l!�-/` 225 <br /> Address Date Evaluation Conducted Telephone Number <br /> 7226 Timberwood Drive,Madison,WI 53719 12-17-0 . 608-848-4869 <br />
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