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1997/03/06 - LAND USE - SUB - Subdivision
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TOWN OF JACKSON
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5115
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1997/03/06 - LAND USE - SUB - Subdivision
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Last modified
3/5/2020 9:05:25 PM
Creation date
10/6/2017 1:02:51 AM
Metadata
Fields
Template:
Property Files v2
Document Date
2/22/2005
Document Type 1
LAND USE
Document Type 2
SUB
Document Type 3
Subdivision
Tax ID
5115
Pin Number
07-012-2-40-15-07-5 05-008-019000
Legacy Pin
012420707800
Municipality
TOWN OF JACKSON
Owner Name
KAREY STRANDQUIST ET AL
Property Address
28950 BOBCAT LN 28946 BOBCAT LN
City
DANBURY
State
WI
Zip
54830
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Wisconsin Department of Industry, SOIL AND SITE EVALUATION <br /> Labor and Human Relations Page of <br /> Division of Safety and Buildings in accordance with s. ILHR 83.09,Wis. <br /> Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must County <br /> include,but not limited to: vertical and horizontal reference point(BM),direction and But2meTr <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D.# <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)). <br /> Property Owner Property Location <br /> PAN SPENAiY Govt.Lot -749 1/4 1/4,S 7 T 46) ,N,R IS fells)W <br /> Property Owner's Mailing Address Lot# Block# rubd.Name or CSM# <br /> 280$ Ell-pct LjjtCA9AD Z CSA L•f Z <br /> City State Zip Code Phone Number Nearest Road <br /> MilifNCa ok MN. ( ) El City El Village1'4 rxp V ' 0ogGD7 L *61Sw666A RD <br /> ❑ New Construction Use: ❑Residential/Number of bedrooms Addition to existing building <br /> ❑ Replacement ❑Public or commercial-Describe: .S9 M)OLC- Lor Se r L Bo xjtiG <br /> Code derived daily flow gpd Recommended design loading rate bed,gpd/fl2 trench,gpd/ft2 <br /> Absorption area required bed,n2 trench,n2 Maximum design loading rate bed,gpd/flz trench,gpd/ft2 <br /> Recommended infiltration surface elevation(s) n(as referred to site plan benchmark) <br /> Additional design/site considerations <br /> Parent material Flood plain elevation,if applicable IViQ n <br /> S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank <br /> U = unsuitable for system ❑ S ❑ u ❑ s ❑ U ❑S ❑ u ❑S ❑ U ❑ S ❑ U ❑ S ❑ U <br /> SOIL DESCRIPTION REPORT <br /> Boring# Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 <br /> in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed , Trench <br /> 13 I 6-4" 7,S YR 3/3 5fL <br /> 2 4 640 7.5 YR S/ S <br /> elev.und 40-So" 7.5 Y2 4/4 — C s <br /> _n. Q 50-72 7.S YR 411Aed S <br /> Depth to <br /> limiting <br /> factor <br /> in. <br /> Remarks: <br /> Boring# <br /> 13 <br /> Ground <br /> elev. <br /> n. <br /> Depth to <br /> limiting <br /> factor <br /> in. Remarks: <br /> CST Name (Please Print) Signature Telephone No. <br /> InArk E. Fi6l-429f <br /> Address Date CST Number <br /> Rok 99 WE99MR WIS . s44 s 3151?7 017/v <br />
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