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DCPZP-2016-00004
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DCPZP-2016-00004
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1/26/2016 10:42:11 AM
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1/20/2016 11:17:25 AM
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Zoning Permits
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DCPZP-2016-00004
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rL V pti 5-.- CAD . V-1 U 'tiO <br /> Wisconsin Department or Commerce SOIL EVALUATION REPORT Page 1 of 4 <br /> Division of Safety and Buildings <br /> In accordance with Comm 85.Wis. Adm. Code <br /> County Dane <br /> Attach complete site plan on paper not less than a 1/Z x 11 Inches In size.Plan must <br /> Include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest road. 0909-312-8800-0 <br /> Please print all infomiallon. Reviewed by Dale <br /> Personal Wormallon you provide may bs cud far secondary purposes(Privacy Lew,..15,04(1)(m)). i <br /> Property Owner Property Location <br /> Clear Horizons LLC' Govt.Lot SW1/4 NW1/4 s 31 T 9N R 9 E(or}w <br /> Property Owner's Mailing Address lot if Block# Sete!.Name or CSM# <br /> 6321 Cuba Valle Road 2 CSM 12937 <br /> city Stale 7JpC..e 'hone Number []City [j Village ( j Town Nearest Road <br /> Dane, 1 WI 1 536291( )843-6936. Vienna Cuba Valley Rd <br /> 13) New Construction Use:❑ Residential/Number of bedrooms Code derived design flow rate 174 GPO <br /> ❑Replacement Ej Public or commercial-Describe: Employee Bathroom <br /> Parent material Loess Over Glacial Till Flood Plain elevation if applicable NIA It. <br /> General comments Suitable for Conventional System <br /> and recommendations: <br /> 'Note:Property Is Owner By Dane County,Leased By Clear Horizons LLC <br /> ❑ Booing 2 <br /> 1 e # ® en Ground surface elev. 97.1 ft. Depth to limiting factor �101n. <br /> Soil Application Rate <br /> Horizon Depth Dominant Color Rados Description Texture Structure Consistence Boundary Roots GPDIfP <br /> In. Munsei Qu.3z.Cont.Color Gr.Sz.Sh. 'Eff#1 •Eff#2 <br /> A 0-5 10YR312 None all 2fsbk mvfr cs 1vf 0.6 0.8 <br /> _ <br /> B1 6-26 10YR414 None sici 2msbk mfr gs 0.4 0.6 <br /> 82 28.54 10YR414 None _ sici lcsbk mfl cs 0.2 0.3 <br /> DC 54-102 10YR6 14 None sl lmsbk mfr 0.4 0.7 <br /> • <br /> F-1 g# ❑ Boring <br /> ® Pit Ground sudece etev. 98'a ft. Depth to limiting factor >11t. Soli Application Rale <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft <br /> In. Minna Cu.Si. Cont.Color Dr.Sz.Sh. 'EtNt1 *UM <br /> A 0-8 10YR3i2 None sil 2fsbk mvfr cs 1vf4 0.6 0.8 <br /> B1 8-28 10YR414 None slcl 2msbk mfr gs 1vf 0.4 0.6 <br /> B2 28-64 10YR414 None sici lcsbk mfl gs 0.2 0.3 <br /> IIC 64.11P 10YR514 None sl lmsbk mfr 0.4 0.7 <br /> •Effluent#1=BODs>30<220mg&and TSS>30<150moll. •Effluent#2=BODs<30mg!L end TSS<30mg& <br /> CST Name(Please Print) Signature 7' CST Number <br /> Paul A.Hardy �� 225394 <br /> Address Dale Evaluation Conducted Telephone Number <br /> 7226 TImberwood Drive,Madison,WI 63719 12-12-12 608-848-4869 <br /> C/Ini, ..--- <br />
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