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2004/01/23 - SANITARY - SAN - Other
Burnett-County
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TOWN OF DEWEY
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3576
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2004/01/23 - SANITARY - SAN - Other
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Last modified
3/5/2020 7:31:28 PM
Creation date
9/29/2017 1:58:46 AM
Metadata
Fields
Template:
Property Files v2
Document Date
1/23/2004
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
3576
Pin Number
07-008-2-38-14-31-3 04-000-011000
Legacy Pin
008213102800
Municipality
TOWN OF DEWEY
Owner Name
PINE VALLEY FARM INC
Property Address
22234 PINE VALLEY LN 22242 PINE VALLEY LN
City
SHELL LAKE
State
WI
Zip
54871
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Wisconsin Dgpartment of Commerce SOIL AND SITE EVALUATION <br /> Division of Safety and Buildings Page of <br /> Bureau of Integrated Services in accordance with s. ILHR 83.09,Wis. Adm. Code <br /> Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County <br /> include,but not limited to: vertical and horizontal reference point(BM),direction and 1 U y <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D.# <br /> 0(2 - a> 3/.- 63 - ao0 <br /> APPLICANT INFORMATION - 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 AL S�� I �a-/,72 <br /> Property Owner / Property Location t <br /> �/ <br /> Ve�i'IJ / L /L rn J Govt.Lot S W 1/4 S 1/4,S 3 !) T a e ,N,R 7 E(orkW) <br /> Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# <br /> City State Zip Code Phone Number <br /> ❑ City El Village CO Town Nearest Road <br /> LM im cw 61;s Al I3 �3 ( ) /�' <br /> ❑ New Construction Use: ®Residential/Number of bedrooms Addition to existing building <br /> ® Replacement ❑Public or commercial-Describe: <br /> Code derived dailyflow O = 7 bed, /ft2 <br /> � gpd Recommended design loading rate gpd trench,gpd/ft2 <br /> Absorption area required 'bed,n2 3 trench,ft Maximum design loading rate i Z bed,gpd/fl2 _t_trench,gpd/ft2 <br /> Recommended infiltration surface elevation(s)� � ft(as referred to site plan benchmark) <br /> Additional design/site considerations <br /> Parent material G /,c. G I q.T a,;{f Flood plain elevation,if applicable 161 wft <br /> S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank <br /> U = Unsuitable for system [31 S ❑ u 17 s ❑ u p S ❑ U ❑S ® u ❑ s S;u ❑S IN U <br /> SOIL DESCRIPTION REPORT <br /> Boring# Horizon Depth Dominant Color Mottles Structure GPD/ft2 <br /> Texture Consistence Boundary Roots <br /> ,,,.. <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed , Trench <br /> 5 ,r) J u <br /> Ground <br /> elev. <br /> Depth to <br /> limiting <br /> factor <br /> 7 z in. <br /> Remarks: <br /> Boring# <br /> 2 Py a ; <br /> D S y a psr O <br /> ., <br /> Ground <br /> �ev� <br /> ft. 114 re. <br /> i 9 <br /> Depth to <br /> limiting <br /> fa or <br /> in. Remarks: <br /> CST Name (Please Print) SignatureTelephone No. <br /> o� <br /> Address bate -e6T Number <br /> Leti 0 2Q L 19 Z <br />
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