My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2002 - JTD
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
9999
>
4400 - Solid Waste Program
>
PR0440005
>
Archived Reports
>
ARCHIVED REPORTS_2002 - JTD
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/10/2023 12:46:56 PM
Creation date
7/3/2020 10:48:34 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2002 - JTD
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2002.tif
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
953
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).
View images
View plain text
geometry of the proposed expanded landfill, the differential settlement of <br />existing wastes is expected to be negligible. The settlement analyses of new <br />wastes indicate that significant settlement can occur. However, assuming a <br />uniform settlement potential for refuse of 25%, the minimum landfill final <br />cover slope gradient is calculated to drop from 5% to 3.75%. If randomly <br />differential settlement of 22% to 28% occurs, the calculations indicate that the <br />final cover gradient could range from 1 % to 6% in areas where a 5% cover <br />gradient is constructed. <br />The settlement calculations also indicate a potential to promote ponding or to <br />damage geomembrane cover layers if voids develop in refuse within 10 or 3 <br />feet of the cover, respectively. In order to avoid this condition, additional load <br />checks and waste disposal inspections will be performed to exclude large, <br />potentially void -susceptible materials from the waste fill. <br />3.4.2 SURVEY/SETTLEMENT MONUMENTATION <br />In order to monitor the future settlement of the Stage IA partial closure area, <br />a settlement and survey monuments will be installed on the landfill in <br />accordance with 27 CCR, Section 20950 (d). These monuments are <br />proposed to consist of galvanized pipe, two inches in diameter and six inches <br />in length placed in blocks of concrete, 24 -inches in diameter by eight inches <br />in depth. A nail and tag will be placed in the center of each monument for <br />identification (see Detail 3 on Drawing Sheet D-3). <br />One settlement monument is proposed to be placed on the bench of the <br />Stage IA partial closure area as shown on Drawing Sheet 2. Survey <br />monuments will be placed on undisturbed ground as reference points not <br />subject to settlement as shown on Drawing Sheet 2. These points are the <br />horizontal and vertical control points for the site aerial topographic survey and <br />will be maintained or replaced, as needed, throughout the post -closure <br />maintenance period. An aerial photographic survey of the site with a <br />maximum contour interval of two feet will be performed and provided to the <br />RWQCB, LEA and the CIWMB upon completion of closure activities. The <br />settlement monument will be surveyed upon completion of all closure <br />construction activities. Additionally, in accordance with 27 CCR <br />requirements, Forward Landfill Inc. will update the aerial survey of the Stage <br />IA partial closure area every five years throughout the post -closure <br />Forward Landfill PFCPCMP 3-8 <br />Z:\PROJECTSWIIied Waste\Forward\Reference Files Prior JTD\June 05 Stage IA Partial FCPCMP\FL-sec3.doc: 6/16/2008 <br />
The URL can be used to link to this page
Your browser does not support the video tag.