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DCPREZ-2013-10649
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DCPREZ-2013-10649
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Last modified
11/12/2015 4:05:47 PM
Creation date
11/12/2015 4:00:12 PM
Metadata
Fields
Template:
Rezone/CUP
Rezone/CUP - Type
Rezone
Petition Number
10649
Town
Windsor Township
Section Numbers
30, 31
AccelaLink
DCPREZ-2013-10649
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• <br /> Wis.Dept.of Safety and Professional Services SOIL EVALUATION -STORM Page 1 of 6 <br /> Division of Safety and Buildings in accordance with SPS 382.365 and 385,Wis.Adm.Code <br /> Attach cbmplete site plan on paper not less than 81/z x 11"in size.Plan must County DANE. <br /> include,but not limited to:vertical and horizontal reference point(BM),direction <br /> and%slope,scale or dimensions,north arrow,location&distance to nearest road. Parcel I.D. . 0910-304-9280-8&-9652-0 <br /> Please print all information Reviewed by Liate <br /> Personal information you provide may be used for secondary purposes(Privacy law,s.1S.040.)(m)). I <br /> Property Owner Property Location <br /> TIM GOTZION,WINDSOR GOLF VENTURES SE/SW 1/4, SE 1/4, S 30 , T 9 N, R 10 E <br /> Property Owner's Mailing Address Lot# Subd.Name or CSM# <br /> 6592 LAKE RD.SUITE D WINDSOR BLUE(PRELIM. PLAT) <br /> City State Zip Code Phone Number , ❑ City ® Town Nearest Road <br /> • WINDSOR,WI 53598 1608 209-2951 WINDSOR !GOLF DRIVE <br /> Drainage area: 10 ❑sq.ft. EKres Hydraulic Application Test Method: • <br /> Optional: <br /> Test Site Suitable for(check all that apply) 0 Morphological Evaluation, <br /> ❑Irrigation ❑ Bioretention trench ❑Trenches ❑Double-Ring Infiltrometer <br /> ❑Rain garden ❑Grassed Swale ❑Reuse <br /> ['Other(specify) • <br /> []Infiltration trench ❑SOS(>15'wide) ['Other <br /> Boring OBSERVED GRDWATER @ 90", FMC @63" FMC=FIELD MOISTURE CAPACITY <br /> 1 Obs.# JPit Ground surface elev. 872.44' Depth to limiting factor 32n Hydraulic App.Rate <br /> orizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary %Rock Inches/Hr <br /> inches ' Munsell Qu.Sz.Cant Color Gr.Sz.Sh. (Moist) Fragmts. <br /> Ap 0-13 10YR2/2 sil 2fsbk fr as 2 0.13 . <br /> Bi • 13-32 10YR4/4 ' sil 2fsbk fr cs 2 0.13 ' <br /> B2 32-63 10YR4/3 c3d7.5YR5/8 sil lfsbk fi cs 2 0.13 <br /> 2C 63-90 10YR5/4 . c2d7.5YR5/8 sI lfsbk vfr 9 05' <br /> • <br /> • <br /> • Boring <br /> ®Obs.# (]Pit Ground surface elev. 873.9' Depth to limiting factor 54" Hydraulic App.Rate <br /> Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary %Rock Inches/Hr <br /> inches Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. (Moist) Fragmts. <br /> Ap 0-12 10YR2/2 sil 2fsbk fr aw 3 0.13 <br /> 2C1 12-54 10YR6/4 s Osg I cs 10 3.6 <br /> 2C2 54-98 10YR6/3 c3f7.5YR5/6 s Osg I 10 3.6 <br /> CST Name JEFFREY L HAMMES Signatu cJ'V'— CST Number 223300 <br /> Address 820 WILLIAMSON ST.,#401 Telephone No.(608)233-9200 <br /> - . <br /> MADISON,WI 53703 Date Evaluation Conducted:3/12/2014 <br />
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