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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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Fact Sheet -3- <br />Forward, Inc. Landfill <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 <br />silts to meet the minimum requirements. The quality assurance <br />plan has been prepared to handle field and lab testing and <br />problems that might be encountered during construction. <br />The vegetative/drainage layer will be one foot in thickness <br />and will consist of native material and be placed on top of <br />the clay liner. This laver will then be seeded with natural <br />grasses and maintained to insure that erosion is controlled. <br />This layer will also allow the clay liner to drain adequately <br />during rainfall. <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. Proposed modifications route this drainage <br />around the landfill rather than across the top, as originally <br />proposed. <br />The groundwater monitoring system will consist of 13 <br />groundwater monitoring wells to collect information about the <br />nature of the flow and quality of groundwater underneath the <br />facility. Twelve of the 13 wells presently exist at the <br />facility and have been used to gather groundwater quality and <br />flow information. The groundwater flow information gathered <br />thus far indicates that three additional wells are needed to <br />detect any contamination that might be released from WMU-A. <br />The vadose zone directly below the landfill unit will be <br />monitored with the use of a suction lysimeter. Suction <br />lysimeters are monitoring devices that extract water from soil <br />that is not fully water -saturated but not completely dry. <br />This device will be placed directly under the hazardous waste <br />unit liner in order to detect a leak, should it occur, before <br />the contamination can reach groundwater. Due to the danger of <br />installing lysimeters under previously filled trenches, the <br />proposed modification includes one lysimeter and three <br />additional monitoring wells to replace lysimeter that had been <br />proposed for placement in the Landfill. <br />
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