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DCPZP-2016-00500
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DCPZP-2016-00500
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8/16/2016 2:04:51 PM
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DCPZP-2016-00500
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Wisconsin gepartment of Safety and Professional Services SOIL EVALUATION REPORT Page 1 of 3 <br /> • Division of Industry Services in accordance with SPS 385,Wis.Adm.Code <br /> Attach complete 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. 0911-193-0034-0 <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)). I <br /> Property Owner Property Location <br /> WINDSOR QUARRY LLC NE 1/4, SW 1/4, S 19 , T 9 N, R 11 E <br /> Property Owner's Mailing Address Lot It Subd.Name or CSM# <br /> 4607 OAK SPRINGS CIR. 4 PARKER'S PLACE <br /> City State Zip Code Phone Number ❑ City ® Town Nearest Road <br /> DEFOREST,WI 53532 1608 234-7093 BRISTOL I PARKER PASS <br /> ®New Construction Use❑X Residential/No.bedroom$ 4 Code derived design flow rate: 600 GPD <br /> ❑Replacement ❑ Public or commercial-Describe: <br /> Parent Material: LOESS,GLACIAL TILL,LIMESTONE Flood Plain elevation if applicable ft. <br /> General comments <br /> and recommendations: <br /> 0.6 GPD/SQ.FT. LOADING RATE SYSTEM ELEV: 100.4 FT. <br /> _-Boring 0 Boring * limestone bedrock <br /> 1 # ©Pit Ground surface elev. 99.79' Depth to limiting factor 50" Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description .Texture Structure ' Consistence Roots Boundary GPD/ftz <br /> inches Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. (Moist) 'Eff#1 *Eff#2 <br /> Ap 0-10 10YR3/2 sil 2fsbk fr 2f as 0.6 0.8 <br /> B1 10-29 10YR4/4 sil 2fsbk fr if cs 0.6 0.8 <br /> B2 29-38 10YR4/4 it lfsbk fr if cs 0.4 0.6 <br /> I <br /> 2B3 38-44 10YR4/6 ¢I lfsbk vfr if cs 0.4 0.7 <br /> 2C1 44-50 10YR5/6 I lfsbk vfr cs 0.4 0.7 <br /> 2C2 50-56 10YR5/4 SATURATED I Omass vfr Cs 0.2 0.6 <br /> R +56 * <br /> Boring OBoring * limestone bedrock <br /> Li # ©Pit Ground surface elev. 100.61' Depth to limiting factor 43" Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description texture Structure Consistence Roots Boundary' GPD/ftz <br /> inches Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. (Moist) *Eff#1 'Eff#2 <br /> Ap 0-11 10YR3/2 sil 2fsbk fr if as 0.6 0.8 <br /> 81 11-31 10YR4/4 sil 2fsbk fr if cs 0.6 0.8 <br /> B2 31-43 10YR4/4 $il lfsbk fr if cs 0.4 0.6 <br /> 2B3 43-57 10YR4/4 c2f10YR5/3 I Omass vfr Cs 0.2 0.6 <br /> R +57 * <br /> 'Effluent#1=BODN>30 5 220 mg/L and TSS>30 5 150 mg/L *Effluent 82=BODS:530 mg/L and TSS 5 30 mg/I. <br /> CST Name JEFFREY L.HAMMES Signature:`^n CST Number 223300 <br /> Address 820 WILLIAMSON ST.,#401 (vY, 'd -----` Telephone No.(608)233-9200 <br /> MADISON,WI 53703 Date Evaluation Conducted:5/14/14 <br /> SBD-8330(R07/13) <br />
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