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2003/04/01 - SANITARY - SAN - Other
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2003/04/01 - SANITARY - SAN - Other
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Entry Properties
Last modified
1/28/2022 11:39:21 PM
Creation date
9/28/2017 4:14:43 PM
Metadata
Fields
Template:
Property Files v2
Document Date
4/1/2003
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
5061
35678
35679
Pin Number
07-012-2-40-15-07-5 05-002-023000
07-012-2-40-15-07-5 05-002-021500
07-012-2-40-15-07-5 05-002-023500
Legacy Pin
012420702400
Municipality
TOWN OF JACKSON
TOWN OF JACKSON
TOWN OF JACKSON
Owner Name
GENEVIEVE BAUER ALTIER
PHILLIP CASHMAN
GENEVIEVE BAUER ALTIER
Property Address
5479 HAM LAKE RD
5479 HAM LAKE RD
City
DANBURY
DANBURY
State
WI
WI
Zip
54830
54830
Previous Owners
GENEVIEVE BAUER ALTIER
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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. Adm. Cod <br /> Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County MIGINIAL <br /> include,but not limited to: vertical and horizontal reference point(BM),direction and <br /> percent slope,scale or dimensions,north arrow,and location and distance to nearest road. parcel I.D.# <br /> 012 420 07-741'"0' <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 CCC <br /> 69MAIJ Govt.Lott 1/4 1/4,S T N,R 1S E(or(; <br /> Property Owne s Mailing Address Lot# Block# Subd.Name or CSM# <br /> 14,01 MA44MA <br /> City State Zip Code Poone Number <br /> ❑ Ci El village � Town Nearest Road <br /> p rJ M�1• SS3z'1 %�31s quo AM <br /> ❑ New Construction Use: Residential/Number of bedrooms Z- Addition to existing building <br /> AReplacement Public or commercial-Describe: <br /> Code derived daily flow 300 gpd Recommended design loading rate •-I bed,gpd/f12 •% trench,gpd/ft2 <br /> Absorption area required +1A bed,n23-Z57 trench,n2 Maximum design loading rate -.1 bed,gpd/ft2 -'S trench,gpd/ft2 <br /> Recommended infiltration surface elevation(s) R4-Ir ft(as referred to site plan benchmark) <br /> Additional design/site considerations <br /> Parent material CsLJVAAl_ Mlfr Flood plain elevation,if applicable NA ft <br /> S = Suitable for system I Conventional MoundIn-Ground Pressure AT-Grade System in Fill Holding Tank <br /> U = Unsuitable for system S ❑ U &S ❑ U Ks ❑ U 1 14 S ❑ U 11AS ❑ U ❑ S kj U <br /> SOIL DESCRIPTION REPORT <br /> Boring # Horizon Depth Dominant Color Mottles Structure GPD/ft2 <br /> in. Munsell Qu.Sz.Cont.Color Texture Gr. Sz.Sh. Consistence Boundary Roots <br /> Bed , Trench <br /> �`'t Ms .7 .8 <br /> Ground <br /> Qe,lev./ <br /> t. <br /> Depth to <br /> limiting <br /> f*�tg9r <br /> J (min. <br /> Remarks: 44.4 Q]!_X <br /> Boring# <br /> s Ds <br /> Ground <br /> I v. <br /> n. <br /> Depth to <br /> limiting <br /> )Mfa t <br /> in. Remarks: <br /> CST Name (Please Print) Signature Telephone No. <br /> 140pglds IS- 8a- 1 <br /> Address Date CST Number <br /> 2-7760 dwy --4.57- bkSamet_ .� Sq3 3 - to Do 857 <br />
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