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2003/12/16 - SANITARY - SAN - Other
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2003/12/16 - SANITARY - SAN - Other
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Entry Properties
Last modified
1/25/2021 11:31:02 PM
Creation date
10/2/2017 12:22:57 AM
Metadata
Fields
Template:
Property Files v2
Document Date
12/16/2003
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
35466
35467
3101
Pin Number
07-008-2-38-14-10-3 04-000-011100
07-008-2-38-14-10-3 04-000-011200
07-008-2-38-14-10-3 04-000-011000
Legacy Pin
008211002300
Municipality
TOWN OF DEWEY
TOWN OF DEWEY
TOWN OF DEWEY
Owner Name
STEVEN DAHLSTROM
MAKENZIE HANSON
STEVEN DAHLSTROM
Property Address
2058 LAKEVIEW CHURCH RD
2058 LAKEVIEW CHURCH RD
City
SHELL LAKE
SHELL LAKE
State
WI
WI
Zip
54871
54871
Previous Owners
STEVEN DAHLSTROM
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Wisconsin Department of Commerce SOIL AND SITE EVALUATION <br /> Divisioh of Safety and Buildings Page--L of 3 <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 JBn u/2 NCT/ <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 b Date <br /> te Q <br /> Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). l <br /> Property Owner Property Location <br /> NA RYE Sf gU. II Govt.Lot S� 1/4,5-&) 1/4,S /& T N,R /� r(or)W <br /> Property Owner's Mailing Address Lot If Block# Subd.Name or CSM# <br /> n 5q1<e (/r'J6 1 CN cwzc,q A P <br /> City State Zip Code Phone Number ❑ City ❑ Village L 1-Town Nearest Road <br /> SNS L �RRC I W 6- $71 ( /s)y68-�`Fa1 DFcvE it w 64me# <br /> ❑ few Construction Use: RResidential/Number of bedrooms -3 Addition to existing building <br /> Replacement L/� El Public or commercial-Describe: <br /> Code derived daily flow�god Recommended design loading rate r (7 <br /> bed,gpd/ft2--S--trench,gpd/ft2 <br /> Absorption area required gybed,ft2SltOren�h,ft2 Maximum design loading rate_ bed,gpd/ft2 t V trench,gpd/ft2 <br /> �c <br /> Recommended infiltration surface elevation(s) ! 7. y ft(as referred to site plan benchmark) <br /> Additional design/site considerations <br /> Parent material aZAC;A4 iWer-F T Flood plain elevation,if applicable N A ft <br /> S = Suitable for system Conventional Mound In-Ground Pressure AT-Gra ga System in Fill Holding Tank <br /> U = Unsuitable for system [Z]S ❑ U ��❑ U ®S ❑ U L(S L� U ❑S LI 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 /> %� <br /> qej !f17 J <br /> Ground 3 '71 L5--MS S 1 <br /> elev. <br /> L7W ft. 9, L) S-(M, c 3 d 2,r*Z / c S WL — <br /> Depth to 14r rN ,Z,s <br /> limiting <br /> factor <br /> 2 _in. <br /> Remarks: <br /> Boring# <br /> LO 1 f <br /> Ground Y 37-74, ,21.6-YALS X12 _ <br /> elev. <br /> Depth to <br /> limiting <br /> factor <br /> 22 in. Remarks: <br /> CST Name (Please Print) Signature Telephone No. <br /> C�c%L cYtl`8N�i2 c n 7/s- 3f-3 �6 <br /> Address Date CST Number <br /> / o ?-Ale /c ELL b9f< r^ dyg71 3-.;3 .29.2ao 90 <br />
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