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2007/06/11 - SANITARY - NPP - Pit Privy - 32183
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2007/06/11 - SANITARY - NPP - Pit Privy - 32183
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Last modified
3/5/2020 6:10:22 PM
Creation date
10/2/2017 12:13:23 AM
Metadata
Fields
Template:
Property Files v2
Document Date
6/11/2007
Document Type 1
SANITARY
Document Type 2
NPP
Document Type 3
Pit Privy
County Permit Number
32183
Tax ID
1975
Pin Number
07-006-2-38-17-10-2 02-000-011000
Legacy Pin
006241001700
Municipality
TOWN OF DANIELS
Owner Name
CLARK JEWELL
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ORIGINAL 1348 <br /> Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 2 <br /> Division of Safety and Buildings in accordance withomm 85,Wis.Adm.Code Keith Stoner <br /> Attach complete site plan on paper not less than 8%x 11 inches in s e. Plan must County <br /> include,but not limited to:vertical and horizontal reference point(B ),direction and Burnett <br /> percent slope,scale a dimensions,north arrow,and location and d nce to nearest road. Parcel I.D. <br /> 006-2410-01 700 <br /> Please print all information. Reviewed By Date <br /> Personal intonation you provide may be used for secondary purposes(Priacy tan,s.15.04(1)(m)). D <br /> Property Owner Property Location <br /> Timothy And Lynn O'Connell Govt.Lot NW 1/4 NW 1/4 S 10 T 38 NR 17 W <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> 3043 Zia St. N.E . <br /> City State Zip Code Phone Numbs" J City —J Village a Town Nearest Road <br /> Rio Rancho I NM 1 87144 505-896-6934 Daniels I Spangberg <br /> 16 New Construction Use: yl Residential/Number of bedrooms Code derived design Flow rale GPD <br /> —J Replacement J Public or commercial-Describe: <br /> Parent material Glacial Drift Flood plain elevation,if applicable NA <br /> General comments <br /> and recommendations: Privy Boring. Soil is suitable for all earthen pit privy. Maximum privy depth of 4.5 ft. <br /> Boring# J Boring <br /> 16 Pit Ground Surface elev. 96.99 ft. Depth to limiting factor >90 in. Soil Application Rate <br /> Horizon Depth Dominant Color Redox Description Texture Shudure Consistence Boundary Roots GPD/W <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2 <br /> 1 0-4 7.5YR3/2 --- Is 1msbk mvfr Cs 3f-m .7 1.6 <br /> 2 4-13 7.5YR4/4 --- Is Osg ml gs 3f-co .7 1.6 <br /> 3 13-25 7.5YR4/4 --- grls Dag ml gs 3f-co .7 1.6 <br /> 4 25-90 7.5YR4/6 -- s Dag ml -- 2f-co .7 1.6 <br /> #4 Between 6 -90"Some 1"bands of 7.5YR4/4 Is <br /> Effluent#1 =BOD?30<220 mg/L and TSS>30 150 mg/L 'Effluent#2=BODS<30 mg/L and TSS<30 mg/L <br /> CST Name(Please Print) / CST Number <br /> Keith E. Stoner L 224059 <br /> Address Keith Stoner Date Evaluation Conducted Telephone Number <br /> 23220 Wood Creek Rd.,Siren,WI 54872 5/10/07 715-653-2324 <br />
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