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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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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 /> materials <br /> that contain sufficient clays and silts <br /> selected site m plan has <br /> to meet the minimum requirements. The quality assurance <br /> been prepared to handle field and lab testing and problems that <br /> might be encountered during construction. <br /> e foot on topthicknessofthe clay <br /> in and <br /> The vegetative/drainage layer will be on <br /> will consist of native material and be placed <br /> liner. This layer will then be seeded with natural grasses and <br /> maintained to insure that erosiondraiisadequately controlledduring. Thisrainfall layer will <br /> also allow the clay liner to n <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 /> suc-ion lysi-meters. Suction lysimeters <br /> monitored with the use of %_ e-x tract water from- soil that is not <br /> a--re nonito-rin- devices that These devices will <br /> fully water-saturated but not completely dry. it liners in order <br /> be placed directly under the hazardous waste un <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 unitermanentland <br /> supplementary documents would allow Forward, Inc. to py <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 /> stringent conditions required by DHS and EPA in the <br /> other more s h and the <br /> final closure Plan to insure protection of public health <br /> environment. <br />
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