My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2001
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
9999
>
4400 - Solid Waste Program
>
PR0440005
>
Archived Reports
>
ARCHIVED REPORTS_2001
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2020 3:53:23 PM
Creation date
7/3/2020 10:48:22 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2001
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_2001.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.
/
219
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
7.2.4.1.1 Surface Water <br /> Perhaps the most obvious means by which WMU fluids can impact waters of the <br /> state is by direct contact between surface waters and refuse. The presence of <br /> effective drainage controls at the Forward Landfill will minimize that potential <br /> condition. All wastes at the Forward Landfill facility will be separated from the <br /> North Branch and South Branch of Little Johns Creek by a levee system that has <br /> been designed to protect the site from.a 100-year flood event. Accordingly, <br /> creek waters will not come in contact with wastes, and the only potential surface <br /> water impact is related to controlled run-off from the site."The surfacewater <br /> control system on the landfill is deli d.ior:a..],,IJDO-ygaJir;.24-hour storm event <br /> and will divert run-on from properties surrounding the site. <br /> 7.2.4.1.2 Vadose Zone <br /> The vadose zone is the unsaturated..soal.zone.above.the_groun.dwater table, The <br /> Forward Landfill site is located in an area where the vadose zone is typically <br /> about 60 to 100 feet thick. In semi=arid areassimilarto Stocictan; subsurface <br /> movement of landfill gas is considered the most significant means by which the <br /> vadose zone may be affected by the WMU. Although the expanded landfill will <br /> be equipped with a composite liner system, small volumes of leachate may <br /> migrate through minute defects in the liner and migrate to the vadose zone. <br /> 7.2.4.1.3 Groundwater <br /> If waste constituents reach groundwater, the natural groundwater flow gradients <br /> and the dispersive properties of the specific contaminants would determine how <br /> groundwater impacts will migrate from the site. At the Forward Landfill, <br /> groundwater typically flows in a northerly to northeasterly direction in <br /> accordance with the regional gradient. <br /> 7.2.4.2 ANTICIPATED METHODS OF MITIGATION <br /> The following discussion identifies the "worst case" release scenario that could <br /> reasonably be expected at the site, and the mitigation measures that are <br /> anticipated to respond to such conditions. <br /> Forward Landfill JTD 7-7 <br /> L:\Allied\2000.193\Reports\finaljtd:Sec-7.0:08/20/01 <br /> BRYAN A.STIRRAT S.ASSOCIATES <br />
The URL can be used to link to this page
Your browser does not support the video tag.