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COMPLIANCE INFO_1991-1997
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4400 - Solid Waste Program
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PR0440001
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COMPLIANCE INFO_1991-1997
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Last modified
7/7/2021 10:53:56 AM
Creation date
7/3/2020 10:39:31 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
1991-1997
RECORD_ID
PR0440001
PE
4433
FACILITY_ID
FA0004514
FACILITY_NAME
AUSTIN ROAD/ FORWARD LANDFILL
STREET_NUMBER
9069
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
STOCKTON
Zip
95215
CURRENT_STATUS
02
SITE_LOCATION
9069 S AUSTIN RD
P_LOCATION
01
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\sfrench
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440001_9069 S AUSTIN_1991-1996.tif
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EHD - Public
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MONITORING AND REPORTING PROGRAM 5 <br />FOR CITY OF STOCKTON <br />AUSTIN ROAD LANDFILL FACILITY <br />CLASS III LANDFILL <br />SAN JOAQUIN COUNTY <br />Ground water sampling shall also include an accurate determination of the around <br />water surface elevation and field parameters (pH, temperature, electrical conductivity, <br />turbidity) for that Monitoring Point or Background Monitoring Point. Ground water <br />elevations taken prior to purging the well and sampling for Monitoring Parameters <br />shall be used to fulfill the ground water gradient/direction analyses required. For each <br />monitored ground water body, the Discharger shall measure the water level in each <br />well and determine ground water gradient and direction at least quarterly, including <br />the times of expected highest and lowest elevations of the water level for the <br />respective ground water body. Ground water elevations for all background and <br />downgradient wells for a given ground water body shall be measured within a period <br />of time short enough to avoid temporal variations in ground water flow which could <br />preclude accurate determination of ground water gradient and direction. This <br />information shall be included in the quarterly monitoring reports. <br />Statistical or non -statistical analysis should be performed as soon as the monitoring <br />data are available. <br />3. Ground Water Monitoring <br />Field and laboratory tests shall be reported in the quarterly monitoring reports. All <br />Monitoring Parameters shall be graphed so as to show historical trends at each well. <br />The ground water surface elevation (in feet and hundredths, M.S.L.) in all wells shall be <br />measured on a quarterly basis and used to determine the velocity and direction of ground <br />water flow. This information shall be displayed on a water table contour map and/or <br />ground water flow net for the site and submitted with the quarterly monitoring reports. <br />The detection monitoring network shall consist of background monitoring well MW -2 and <br />downgradient monitoring wells MW -12 and MW -13 in the upper water bearing zone and <br />W-6 and W-7 in the lower water bearing zone. The evaluation monitoring wells shall <br />be impacted wells W-1, MW -4, W-5, W-10, and W-11, W-3 suspected of <br />being impacted, and monitoring wells MW -8 and W-9 located adjacent to the extraction <br />wells . Locations of these wells are shown on Attachment B attached hereto and made a <br />part hereof. Ground water samples shall be collected from all wells at the frequencies <br />and analyzed for the parameters specified in Tables II and III. <br />
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