My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2008_29
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
9999
>
4400 - Solid Waste Program
>
PR0440005
>
Archived Reports
>
ARCHIVED REPORTS_2008_29
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2020 3:53:28 PM
Creation date
7/3/2020 10:54:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2008_29
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_2008_29.tif
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
112
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
5.2.6.1 EROSION CONTROL <br /> Site operations will rely heavily on erosion control improvements to minimize <br /> transport of sediment offsite. By analyzing existing topographical and design <br /> maps, the areas most prone to erosion will be identified. BMPs will be <br /> implemented to control and minimize transport of sediment offsite. The BMPs <br /> will focus on erosion control measures (i.e., hydroseeding, hay bales, and coir <br /> logs, etc.) and the drainage control system's design discussed in this section. <br /> Applying these practices will protect the soil surface and prevent soil particles <br /> from being detached by rainfall or wind. As a secondary means of controlling <br /> sediment transport, FL will also construct a sedimentation basin within the <br /> proposed lateral expansion area to replace the existing basin located adjacent to <br /> the southwest corner of the existing refuse footprint and another basin in the <br /> area currently occupied by the administrative offices. <br /> 5.2.7 ENVIRONMENTAL CONTROL SYSTEMS <br /> GROUNDWATER MONITORING SYSTEM <br /> ® An expanded groundwater/vadose zone and surface water monitoring system <br /> will be implemented in accordance with State water protection requirements <br /> under 27 CCR, Chapter 3, Subchapter 3, Article 1 (Article 1), as the landfill <br /> expansion areas are developed. The future water quality monitoring system will <br /> be designed and certified by a registered geologist or registered civil engineer in <br /> accordance with 27 CCR, Section 20415 (e)(1). A Detection Monitoring <br /> Program (DMP) will be implemented to provide monitoring of the expansion <br /> areas and to verify the effectiveness of the liner system. <br /> LEACHATE CONTROL SYSTEM <br /> The design and operational procedures utilized at the FL minimize the formation <br /> of leachate by incorporating surface water control features and practices that <br /> minimize the infiltration of precipitation, which could eventually become <br /> leachate. Any liquids not absorbed by the refuse or consumed by the biological <br /> decomposition of the waste mass will migrate to the bottom and interior slopes <br /> of the refuse prism and will be collected by the LCRS. For all WMUs <br /> Forward Landfill Project Description 5-8 BRYAN A.STIRRAT&ASSOCIATES <br /> (J:\Allied\Forward\2007.0018 Lateral Expansion\Reports\Prof Descrip\021308 Final Proj Des\Sec 5.doc:2/13/2008) <br />
The URL can be used to link to this page
Your browser does not support the video tag.