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CORRESPONDENCE_1984-1989
Environmental Health - Public
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EHD Program Facility Records by Street Name
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4400 - Solid Waste Program
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PR0440005
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CORRESPONDENCE_1984-1989
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Last modified
4/17/2023 4:12:55 PM
Creation date
4/7/2023 1:44:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
1984-1989
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
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SJGOV\cfield
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EHD - Public
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-3- <br /> The clay liner will be a minimum of two feet in thickness with <br /> field and lab testing to insure that this liner will prevent <br /> water movement into the waste. The clay liner will consist of <br /> selected site materials that contain sufficient clays and silts <br /> to meet the minimum requirements. The quality assurance plan has <br /> been prepared to handle field and lab testing and problems that <br /> might be encountered during construction. <br /> The vegetative/drainage layer will be one foot in thickness and <br /> will consist of native material and be placed on top of the clay <br /> liner. This layer will then be seeded with natural grasses and <br /> maintained to insure that erosion is controlled. This layer will <br /> also allow the clay liner to drain adequately during rainfall <br /> .- events. <br /> The culvert drainage system is designed to gather the run-off <br /> that originates from the vegetative layer and route the water <br /> into a holding pond. The use of corrugated steel culverts to <br /> route the water will prevent erosion caused by channelized <br /> flowing water. <br /> The groundwater monitoring system will consist of 13 groundwater <br /> monitoring wells to collect information about the nature of the <br /> flow and quality of groundwater underneath the facility. Twelve <br /> of the 13 wells presently exist at the facility and have been <br /> used to gather groundwater quality and flow information. The <br /> groundwater flow information gathered thus far indicates that one <br /> additional well is needed to detect any contamination that might <br /> be released from WMU-A. <br /> The vadose zone directly below the landfill unit will be <br /> monitored with the use of suction lysimeters. Suction lysimeters <br /> are monitoring devices that extract water from soil that is not <br /> fully water-saturated but not completely dry. These devices will <br /> be placed directly under the hazardous waste unit liners in order <br /> to detect a leak, should it occur, before the contamination can <br /> reach groundwater. <br /> Regulatory Basis <br /> The Forward, Inc. Closure Plan for the hazardous waste unit and <br /> supplementary documents would allow Forward, Inc. to permanently <br /> close the hazardous waste unit in accordance with all of the <br /> requirements set forth in: the Resource Conservation and <br /> Recovery Act (RCRA) of 1976, as amended by the Hazardous and <br /> Solid Waste Act (HSWA) of 1984 ; the California Health and Safety <br /> Code; Title 22 of the California Code of Regulations; and any <br /> other more stringent conditions required by DHS and EPA in the <br /> final Closure Plan to insure protection of public health and the <br /> environment. <br />
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