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ARCHIVED REPORTS XR0012561
Environmental Health - Public
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0544208
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ARCHIVED REPORTS XR0012561
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Last modified
3/1/2019 5:52:50 PM
Creation date
3/1/2019 4:43:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012561
RECORD_ID
PR0544208
PE
2957
FACILITY_ID
FA0003628
FACILITY_NAME
ARCO STATION #2168*
STREET_NUMBER
441
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
14707607
CURRENT_STATUS
02
SITE_LOCATION
441 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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WNg
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EHD - Public
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April 7, 1992 <br /> ARCO Station No. 2168, Stockton, California <br /> from the wells will be stored in labeled., 55-gallon, steel drums approved for this use by the <br /> Department of Transportation until suitable disposal options can be selected based on <br /> laboratory analysis. Dispopi of drums and purge water is the responsibility of ARCO. <br /> The wells will be allowed to recover to at least 80 percent of static conditions, and a sample <br /> of the formation water will be collected with a Teflon bailer cleaned with a laboratory-grade <br /> detergent and deionized water. The water will be transferred slowly from the bailer to <br /> laboratory-cleaned, I-liter amber bottles and 40-milliliter glass vials for analyses by the <br /> laboratory. The glass vials will contain hydrochloric acid as a preservative. our geologist <br /> will check to see if headspace is present' If headspace is present, we will collect more <br /> samples until a headspace is absent. Chain of Custody Records will be initiated in the field <br /> by the geologist, updated throughout handling of the samples, wadi sent along with the <br /> samples to the laboratory. Copies of Chain of Custody Records will be included our final <br /> in <br /> report. <br /> Qradient Evaluation <br /> The local ground-water gradient will be.evaluated to provide an indication of the direction <br /> of ground-water flow at the site. 'rhe elevation of the top of each well casing will be <br /> measured relative to mean sea level by a licensed land surveyor. Water-depth <br /> measurements will be made to the nearest 0.01 foot in each well with an electric water-level <br /> indicator. The well will be vented to the atmosphere for a minimum of I hour before <br /> obtaining depth-to-water measurements. Venting is conducted to allow the ground water <br /> to equilibrate to barometric pressure. T,,;.3 data will be combined to evaluate the elevation <br /> of the ground-water surface in each well and the slope of the ground-water surface across <br /> the site. <br /> 31009-4W <br />
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