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
shall have the appropriate engineering properties, so as to provide a <br />relatively unyielding surface upon which to place and compact the low - <br />hydraulic -conductivity layer. <br />• Low -Hydraulic -Conductivity Laver: A minimum one -foot thick layer of <br />clean low -hydraulic -conductivity soil containing no waste or leachate <br />placed over the foundation layer. The low -hydraulic -conductivity (or low <br />through -flow rate) soils shall be placed on top of the foundation layer and <br />compacted to attain a hydraulic conductivity, which is the lesser of either; <br />-6 <br />X 10 cm/sec. <br />The hydraulic conductivity of any bottom liner system or underlying <br />natural geologic materials. <br />Erosion Resistant Layer: A minimum one -foot thick layer of soil <br />containing no waste or leachate placed on top of all portions of the low - <br />hydraulic conductivity layer. Vegetation root depths must not exceed the <br />topsoil layer thickness. Vegetation is to be replanted, as needed, to <br />provide effective erosion resistance. <br />The final cover should be designed to allow for minimal maintenance. The <br />final grading design for areas flatter than 5:1 (horizontal:vertical) shall have a <br />gradient of at least three percent, to prevent ponding and accommodate <br />settlement. <br />Federal Final Cover Prescriptive Design Standard <br />The minimum final cover standards for the Forward Landfill, as outlined in the <br />closure criteria of 40 CFR, Subpart F, Section 258.60, include: <br />• A cover with a permeability less than or equal to the hydraulic -conductivity <br />of any bottom liner system or natural sub -soils present, or a permeability <br />no greater than 1 x 10-5 cm/sec, whichever is less. The barrier layer shall <br />consist of a minimum 18 inches of earthen material. <br />• A cover which minimizes erosion of the final cover by the use of an <br />erosion resistant layer that contains a minimum six inches of earthen <br />material and is capable of sustaining native plant growth. <br />3.2.1.2 FINAL COVER DESIGN <br />Introduction <br />Several factors were taken into consideration in determining the final cover <br />Forward Landfill PFCPCMP 3-2 <br />Z:\PROJECTS\Allied Waste\Forward\Reference Files Prior JTDWune 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.