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ARCHIVED REPORTS_2014_8
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ARCHIVED REPORTS_2014_8
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Last modified
7/18/2020 12:38:44 PM
Creation date
7/3/2020 10:58:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2014_8
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_2014_8.tif
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EHD - Public
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C. <br />Geologists, Hydrogeologists and Engineers <br />Mr. Curt Fujii, P.E. <br />c/o Keller Canyon Landfill <br />901 Bailey Road <br />Pittsburg, CA 94565 <br />LEACHATE FATE ANALYSES <br />PRESCRIPTIVE CLAY LINER <br />FORWARD LANDFILL. <br />February 11, 2002 <br />Revised February 20, 2002 <br />Revised May 30, 2002 <br />Revised September 19, 2002 <br />JN 02-002 <br />1.0 INTRODUCTION <br />This letter report identifies work completed by GeoLogic Associates (GLA) to evaluate <br />the suitability of the single, composite liner proposed for the Forward Landfill to meet the <br />waste containment requirements included in California Code of Regulations (CCR) Title <br />27. Specifically, this work was performed to assess the fate of common landfill <br />constituents in leachate at the Forward Landfill (potential groundwater contaminants) <br />during transport through leaks in the proposed single composite landfill liner wsithin the <br />approximately 127 -acre vertical and horizontal expansion area. For the Forward Landfill, <br />the proposed liner is consistent with 27 CCR minimum design standards, and <br />incorporates a 60 -mil HDPE geomembrane barrier over two feet of compacted clay <br />whose hydraulic conductivity is less than 1 x 10-7 centimeters per second (cm/s). <br />This report revises leachate fate analyses that were completed earlier for the project by <br />GLA (February and May 2002), and is intended to address comments made by the <br />Regional Water Quality Control Board (RCB; August 14, 2002) relative to these <br />earlier submittals. Data was presented in the earlier report submittals to support the <br />inference that VOCs would be largely biodegraded by microbes present within the <br />landfill and included in the carbon -rich landfill leachate. In the absence of peer-reviewed <br />studies of VOC attenuation within compacted clays, RWQCB staff requested additional <br />analyses to calculate the degree to which unattenuated leachate might impact <br />groundwater at the site. <br />As detailed herein, the new analyses specifically address leachate fate during unsaturated <br />flow through the vadose zone, and direct mixing of leachate with groundwater assuming <br />the historical average leachate chemistry at the facility. These analyses indicate that the <br />vadose zone beneath the landfill would act as an efficient buffer that would essentially <br />preclude leachate impacts to groundwater. <br />1831 Commercenter East, San Bernardino, CA 92408 Phone: (909) 383-8728 Fax: (909) 383-8732 <br />
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