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ARCHIVED REPORTS XR0001817
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0508009
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ARCHIVED REPORTS XR0001817
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Entry Properties
Last modified
5/20/2019 2:24:00 PM
Creation date
5/20/2019 2:15:27 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001817
RECORD_ID
PR0508009
PE
2957
FACILITY_ID
FA0007882
FACILITY_NAME
ARCO #760
STREET_NUMBER
225
Direction
S
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04314058
CURRENT_STATUS
01
SITE_LOCATION
225 S CHEROKEE 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 /> Before sampling occurred, a polyvinyl chlonde (PVC) bailer, centrifugal pump, low-flow <br /> submersible pump, or Teflon bailer was used to purge standing water in the casing and <br /> gravel pack from the monitoring well Monitoring wells were purged according to the <br /> protocol presented in Figure A-1 In most monitoring wells, the amount of water purged <br /> before sampling was greater than or equal to three casing volumes Some monitoring wells <br /> were expected to be evacuated to dryness after removing fewer than three casing volumes <br /> These low-yield monitonng wells were allowed to recharge for up to 24 hours Samples <br /> were obtained as soon as the monitoring wells recharged to a level sufficient for sample <br /> collection If insufficient water recharged after 24 hours, the monitoring well was recorded <br /> 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 minimize turbulence and aeration Glass bottles of at least 40-milliliters <br /> volume and fitted with Teflon-lined septa were used in 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 /> sAC%N'\PJ"80M80514205AB-97\prz i A-3 Rev 0 3112197 <br />
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