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2003/03/06 - SANITARY - SAN - Other
Burnett-County
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TOWN OF OAKLAND
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14307
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2003/03/06 - SANITARY - SAN - Other
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Last modified
3/6/2020 4:03:08 AM
Creation date
10/1/2017 8:14:32 PM
Metadata
Fields
Template:
Property Files v2
Document Date
3/6/2003
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
14307
Pin Number
07-020-2-40-16-08-5 15-581-023000
Legacy Pin
020914002100
Municipality
TOWN OF OAKLAND
Owner Name
ROBERT FIERRO
Property Address
29019 WHITETAIL TRL
City
DANBURY
State
WI
Zip
54830
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Wisconsin Department of Commerce SOIL AND SITE EVALUATION C O Pyage 1 of 3 <br /> Division of Safety and Buildings in accord with Comm 83.05, Vis.Adm. Code <br /> Attach complete site plan on paper not less than 8'b x 11 inches in size. Plan must County <br /> include,but not limited to:vertical and horizontal reference point(6M),direction and _ Burnett <br /> percent slope,scale or d imemsions,north arrow,and location and distance to nearest road. Parcel I.D.# <br /> APPLICANT INFORMATION- Please print all information. 020-9140-02 100 <br /> Paraona4 hrormation you provide may be Lewd for sedwrxk"purposes(privacy taw,a.15.04(1)(m)). Reviewed By Date <br /> Property Owner Property Location <br /> Bob Fierro Govt Lot 1/4 1/4 S- 8 T 40 N,R 16 W <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#- <br /> 5749 Quail St. 11 1st Addition Pardun's River Pines <br /> City State Zip Code PhoneNumber ❑City Village (Town Nearest Road <br /> Minneolis MN 55429 612-350-0835 Oakland Whitetail Trait <br /> ® New Construction Use: ® Residential 1 Number of bedrooms 3 ❑Addition to existing building <br /> Replacement ❑ Public or commercial describe <br /> Code Derived daily flow 450 gpd Recommended design loading rate .7 bed,gpd/ft1---$—trench,gpd/ft' <br /> Absorption area required 643 bed,it' 562 trench,ft' Maximum design loading rate .7 bed,gpd/ff 8 trench,gpd/ft' <br /> Recommended infiltration surface elevation(s) 96.88 ft(as referred to site plan benchmar <br /> Additional design/site considerations Wooer sloping site <br /> Parent material Glacial Drift Flood plain elevation,if applicable NA ft <br /> S=Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank <br /> U=Unsuitable for system ®S ❑ u 2 S ❑u ® S ❑ u ® S ❑ u ® S ❑ u •❑ S ® u <br /> SOIL DESCRIPTION REPORT <br /> Depth Dominant Calor Motties Structure GPD/ft' <br /> Boring# Horizon in. Munsell Qu.S7-Cont Color Texture Gr.Sz.Sh. ConsistenceBoundary Roots ---- --- <br /> Bed Trench <br /> 1 —1 0-6 10YR3/3 Is lmsbk mvfr cs 3f-co .7 —_8 <br /> 2 6-84 7.SYR4/6 - med.s 0s8 ml - 3f-co .7 .8 <br /> Ground <br /> elev -------- - <br /> 99.22 ft <br /> Depth to <br /> limiting <br /> factor <br /> >84' <br /> Remarks: ---- ---- <br /> 2 1 0.5 10YR3/3 - Is 7 8- <br /> 2 5-74 7.5YR4/6 - med.s j 7 .8 <br /> Ground � - ---- - <br /> elev -- — ------ <br /> 98.38 ft <br /> Depth to —limiting - - <br /> factor ' f <br /> >74 - --- <br /> Remarks: *Hand auger borin& <br /> CST Name(Please Print) natur�� � C Telephone No. <br /> _Debbie E. Stoner QfL - LCSU✓l - — 715-653-2324 _ _--- <br /> Address Date CST Number Ref# <br /> 23220 Wood Creek Rd.,Siren,WI 54872 518100 247856 1023 <br />
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