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DCPREZ-2016-10983
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DCPREZ-2016-10983
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Last modified
9/26/2016 3:57:49 PM
Creation date
9/26/2016 3:57:46 PM
Metadata
Fields
Template:
Rezone/CUP
Rezone/CUP - Type
Rezone
Petition Number
10983
Town
Dane Township
Section Numbers
35
AccelaLink
DCPREZ-2016-10983
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1245 <br /> '�D nentofCanmerce SOIL EVALUATION REPORT page 1 of 4 <br /> ecia <br /> tSpecialists&Excavating.Inc <br /> DMsion of Safety and Buildings in accordance with Comm 85,Ws..Adm.Code Septic -• <br /> County Attach complete side plan on paper not less lien IPA x 11 inches in size. Plan must Dane <br /> moods.but not foiled to:vertical and horizontal reference pole(BM),drec6on and Partial I.D. <br /> Percent scale cs ,north ewe,and louden and Balance a neatest road. 022-0908-351-8500-1 <br /> Please print all Information. Reviewed By Date <br /> P.aonalistora+afar yar wade.er r be used for aeoorrd.y prryoa s(Privacy t.raS 5.WOW)trey. 1 <br /> Property Owner Property Location <br /> David Karts Gout.Lot NE 1/4 NW114 S 35 T 9 N R 8 E <br /> Property Owner's Mailing Address Lot# I Block# iSubd.Name or CSM# <br /> 6645 Hyslop Rd 3 CSM#02133 <br /> City State Zip Code Phone Number . City j Village l Town Nearest Road <br /> Dane I WI 1 535291 Dane i Hyslop Rd <br /> e i New Construction Use: 0 Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD <br /> J Replacement J Public or commercial-Describe: <br /> Parent material Loess over Glacial Till Flood plain elevation,if applicable na <br /> Generatcomments <br /> and recommendations: Cells sized 0 0.4 gals/sgft/day <br /> I Boring 1 LI <br /> e Ground Surface elev. 89.1 rt. Depth to limiting tutor 72 in. Sol Appfcalioe Rale <br /> Horizon Depth Dominant Color Redax Desaglon Texture Strectae Coaaisiernce Boundary R0ots <br /> 'WIN Fr trnF'1 <br /> 1 0-8 10yr3/2 none sil 2fabk mfr as 1vf 0.5 1 0.8 <br /> . I <br /> 2 8-50 10yr4/4 none . sici 2msbk mfr cs • 0.4 i 0.6 <br /> 3 50-58 10yr4Ki none set 2fmbk mfr cs 0.4 0.6 <br /> 4 58-72 10yr6/4 none sl lfpi min 0.4 0.6 <br /> I <br /> 2 Boring# , Ground Surface elev. 86.8 R. Depth to limiting factor 47 In. sat Application Rate <br /> Horizon Depth I Dominant Color ltedoor Desorption Tmcit a Structure Coeaaslerce Boundary Roots -trial tlnr[ <br /> 1 0-7 1 10yr3/2 none sit 2fabk mfr as ivf 0.5 i 0.8 <br /> 2 7-47 10yr4/4 none sit 2msbk mfr cs 0.4 I 0.6 <br /> 3 47-60 10yr4/4 10y ac7.5yr5Rl Sid 2fmbk mfr • cs 0.4 0.6 <br /> • <br /> i <br /> I a <br /> 1 <br /> il <br /> •Eflluert 11 =BOD 5>30<220 •• nd > r<150 mg/L •Effluent 112=SODS_30 mg/L and TSS<30 mg/L <br /> LS I Number <br /> CST Name(Please Print) -- • .� � _7'1�DD <br /> Steven R.Crosby %_ __ - <br /> 1-to W • "gone Number <br /> rasa Se i�. ctr 8 rm ` .1 w.le ,. / s3 5-q 9 7/11/2003 1 <br />
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