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ARCHIVED REPORTS_XR0004179
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545339
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ARCHIVED REPORTS_XR0004179
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Last modified
2/11/2020 7:22:36 PM
Creation date
2/11/2020 4:45:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004179
RECORD_ID
PR0545339
PE
3528
FACILITY_ID
FA0003633
FACILITY_NAME
ARCO 07049
STREET_NUMBER
800
Direction
E
STREET_NAME
KETTLEMAN
STREET_TYPE
Ln
City
Lodi
Zip
95240
APN
06206042
CURRENT_STATUS
02
SITE_LOCATION
800 E Kettleman Ln
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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partially obstructed by silt, was recorded to the nearest 0 1 foot on the depth to <br /> water/floating product survey form <br /> Well Purging <br /> If the depth to groundwater was above the top of screens of the monitoring wells, then the <br /> wells were purged Before sampling occurred, a polyvinyl chloride (PVC) bailer, centrifugal <br /> pump, low-flow submersible pump, or Teflon bailer was used to purge standing water in <br /> the casing and gravel pack from the monitoring well Monitoring wells were purged <br /> according to the protocol presented in Figure A-I In most monitoring wells, the amount of <br /> water purged before sampling was greater than or equal to three casing volumes Some <br /> monitoring wells were expected to be evacuated to dryness after removing fewer than three <br /> casing volumes These Low-yield monitoring wells were allowed to recharge for up to 24 <br /> hours Samples were obtained as soon as the monitoring wells recharged to a Ievel <br /> sufficient for sample collection If insufficient water recharged after 24 hours, the <br /> monitoring well was recorded as dry for the sampling event <br /> Groundwater purged from the monitoring wells was transported in a 500-gallon water <br /> trailer, 55-gallon drum, or a 325-gallon truck-mounted tank, to EMCON's San Jose or <br /> Sacramento office location for temporary storage EMCON arranged for transport and <br /> disposal of the purged groundwater through Integrated Waste Stream Management, Inc. <br /> Field measurements of pH, specific conductance, and temperature were recorded in a <br /> waterproof field logbook Figure A-2 shows an example of the water sample field data <br /> sheet on which field data are recorded Field data sheets were reviewed for completeness <br /> by the sampling coordinator after the sampling event was completed <br /> The pH, specific conductance, and temperature meter were calibrated each day before field <br /> activities were begun The calibration was checked once each day to verify meter <br /> performance Field meter calibrations were recorded on the water sample field data sheet. <br /> Well Sampling <br /> A Teflon bailer was the only equipment acceptable for well sampling When samples for <br /> volatile organic analysis were being collected, the flow of groundwater from the bailer was <br /> regulated to munirruze turbulence and aeration Glass bottles of at least 40-millihters <br /> volume and fitted with Teflon-lured septa were used m sampling for volatile organics <br /> These bottles were filled completely to prevent air from remaining in the bottle A positive <br /> meniscus formed when the bottle was completely full A convex Teflon septum was placed <br /> over the positive meniscus to eliminate air After the bottle was capped, it was inverted and <br /> SAGNN\PM0805\080514405AA-9Sprz i A-3 Rev 0,5112/97 <br />
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