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ARCHIVED REPORTS XR0011281
Environmental Health - Public
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EHD Program Facility Records by Street Name
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FREMONT
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2050
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3500 - Local Oversight Program
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PR0543791
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ARCHIVED REPORTS XR0011281
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Entry Properties
Last modified
10/1/2018 5:27:01 AM
Creation date
9/28/2018 5:01:37 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS XR0011281
FileName_PostFix
XR0011281
RECORD_ID
PR0543791
PE
3526
FACILITY_ID
FA0003592
FACILITY_NAME
Aries Tek, LLC
STREET_NUMBER
2050
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
St
City
Stockton
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
2050 E Fremont St
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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whether the well screen was partially obstructed by silt, was recorded to the nearest <br /> 0 1 foot on the depth to water/floating product survey form <br /> Well Purging <br /> If the depth to groundwater was above the top of the screens of the monitoring wells, then <br /> the wells were purged Before sampling occurred, a polyvinyl chloride (PVC) bailer, <br /> centrifugal pump, low-flow submersible pump, or Teflon bailer was used to purge <br /> standing water in the casing and gravel pack from the monitoring well Monitoring wells <br /> were purged according to the protocol presented in Figure B-1 In most monitoring wells, <br /> the amount of water purged before sampling was greater than or equal to three casing <br /> volumes Some monitoring wells were expected to be evacuated to dryness after <br /> removing fewer than three casing volumes These low-yield monitoring wells were <br /> allowed to recharge for up to 24 hours Samples were obtained as soon as the monitoring <br /> wells recharged to a level sufficient for sample collection If insufficient water recharged <br /> after 24 hours, the 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 Sacramento <br /> office location for temporary storage EMCON arranged for transport and disposal of the <br /> 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 B-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 <br /> field 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 <br /> was 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 <br /> positive meniscus formed when the bottle was completely full A convex Teflon septum <br /> was placed over the positive meniscus to eliminate air After the bottle was capped, it was <br /> CP\B 1APACHEIREPORMAPACP101 DOG9811sg 1 EmcQn <br /> B-3 <br />
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