My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1994/08/10 - SANITARY - SAN - Other
Burnett-County
>
Property Files
>
TOWN OF DEWEY
>
2874
>
1994/08/10 - SANITARY - SAN - Other
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/5/2020 6:59:41 PM
Creation date
10/5/2017 12:41:11 AM
Metadata
Fields
Template:
Property Files v2
Document Date
6/3/2008
Document Type 1
SANITARY
Document Type 2
SAN
Document Type 3
Other
Tax ID
2874
Pin Number
07-008-2-38-14-01-3 02-000-012000
Legacy Pin
008210102500
Municipality
TOWN OF DEWEY
Owner Name
MICHAEL KUBERA
Property Address
24531 KING RD
City
SHELL LAKE
State
WI
Zip
54871
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
15
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT a Page 1 of <br /> Labor and Human Relations <br /> Division of Safety 8 Buildings in accord with ILHR 83.05,Wis.Adm. Code <br /> COUNTY <br /> Attach complete site plan on paper not less than 81/2 x 11 inches in size.Plan must include,but -6V_rL^'t ed <br /> not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCEL I.D.If <br /> dimensioned, north arrovy, and location and distance to nearest road. <br /> APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWS DATE <br /> �.4 <br /> PROPERTY OWNER: PROPERTY LOCATION <br /> o0Y GOVT.LOT nv_) 1/4 SLJ1/4,S 1 T 38 ,N,R ISI- E4#W <br /> PROPERTY OWNER'S MAILING ADDRESS LOT# BLOCSUBD.NAME 09 CSM_# <br /> •+5 oAn 6 <br /> CITY,STATE ZIP CODE PHONE NUMBER []CITY ❑VILLAGE NfOWN NEAREST ROAD <br /> [ ] New Construction Use bQ Residential I Number of bedrooms Addition to existing building <br /> pCj Replacement [ I Public or commercial describe <br /> Code derived daily flow 460 gpd Recommended design loading rate 1 .2 bed,gpd/ft2 1.Z. trench,gpd/ft2 <br /> Absorption area required 5-1S bed,112 '5n5 trench,ft2 Maximum design loading rate I•L bed,gpd/0 I.2. trench,gpd/ft2 <br /> Recommended infiltration surface elevation(s) ".0 fZ_n "m _ft (as referred to site plan benchmark) �l <br /> Additional design/site considerations L bey E[Ey• ioo o.- .viG o., 30- Ad4;1e Q oAg 7Ree) /-,217a QXeAt4/ <br /> Parent material 44a"44, d4lp r Flood plain elevation, if applicable .1 R ft <br /> S=Suitable for system CONVENTIONAL I MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK <br /> U=Unsuitable fors stem ❑S N U N S ❑U ❑S N U ❑S 9U ❑S $U ❑S NU <br /> SOIL DESCRIPTION REPORT <br /> Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary fflGPD/ft2 <br /> in. Munsell Cu.Sz.Cont Color Gr. Sz. Sh.3" -7 SYR 3/s oma,G �C Z. /&� .s�/3-.$S 7.5`/J2 VIV " 8 at <br /> Ground ,3 Sf3 7 S R. ` t <br /> elev. <br /> 91,E It. <br /> Depth to <br /> limiting <br /> factor <br /> Remarks: '/��r � +/ G/av 3. 7y' A6o✓� L� +.%�� FAaro e <br /> Boring # �✓ <br /> x.,<< 7.SVe 372. <br /> ..... 5YR <br /> 2 7.SY� sF8 /.,.sbK rx r es am . S •6 <br /> SYR-vg <br /> Ground 7.5,/,e #4 non owtAt /i '"T • <br /> elev. �• <br /> 96.i It. <br /> Depth to <br /> limiting <br /> factor <br /> 94 76 <br /> /4,0 , <br /> Remarks: iT W 3�S1 ivy (imi2fv. FReao/t <br /> CST Name:—Please Print 1WPhone: <br /> Address: HM 59, 80 4M <br /> Signature: opu0mr, M SM Date: CST Number: <br />
The URL can be used to link to this page
Your browser does not support the video tag.