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ARCHIVED REPORTS XR0001411
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 XR0001411
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Entry Properties
Last modified
3/1/2019 6:02:04 PM
Creation date
3/1/2019 4:41:46 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001411
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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EHD - Public
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AW <br /> Working to Restore Nature <br /> construction of the wells. The screened portion of the monitoring wells consists of factory- <br /> perforated casing with slots and extends from the total depth of the boring to about 5 feet <br /> above the depth where water is first encountered. The screened portion of the vapor <br /> extraction wells consists of a 10-foot section of factory-perforated casing with slots and <br /> extends from the approximately 1 foot above the depth where water was first encountered <br /> Unperforated casing is set from the top of the screen to several inches below surface grade <br /> The annular space of each well is packed with sorted sand from the total depth of the <br /> boring to approximately 1 foot above the top of the screen A plug of bentonite pellets <br /> (approximately 2 feet thick)was placed above the sand to prevent cement from entering the <br /> sand pack This seal reduces the possibility that hydrocarbons migrating downward through <br /> the overlying sand will infiltrate the aquifer The remaining annulus is backfilled to the <br /> ground surface with a mixture of water, cement, and bentonite The construction details of <br /> the individual wells are shown on the Logs of Borings <br /> The wellheads are secured in cast-aluminum utility boxes with PVC aprons The boxes have <br /> watertight seals and are set in concrete approximately flush with the surrounding ground <br /> surface to reduce surface-water infiltration A special wrench is required to open the box <br /> This design discourages vandalism and reduces the possibility of accidental disturbance to <br /> the well Each wellhead is also fitted with a locking well cage to further protect against <br /> unauthorized disturbance of the well <br /> Well Development and Purging <br /> RESNA waits a minimum of 24 hours after well installation before developing the <br /> groundwater monitoring wells to allow the grout to seal Before developing the monitoring <br /> wells, a water sample is collected for subjective analysis from near the water surface in the <br /> well with a Teflon bailer cleaned with a laboratory-grade detergent and delonized water <br /> The wells are developed by surge blocking the screened interval of the well and pumping <br /> approximately 100 gallons, or ten well volumes, of water from the well. Well development <br /> continues until the discharge water is clear of silt and sand. Clay-size sediments derived <br /> from the screened portion of the formation cannot be entirely eliminated by well <br /> development. <br /> After the wells stabilize for a minimum of 24 hours, the wells are purged of stagnant water <br /> and a sample is collected for laboratory analysis The wells are purged of approximately 3 <br /> to 5 well volumes of water with a submersible pump, or until pH, conductivity, and <br /> temperature of the purged water have stabilized Water purged from the wells is stored in <br /> labeled, 55-gallon, steel drums approved for this use by the Department of Transportation <br /> until suitable disposal options are selected based on laboratory analysis <br /> . 31009-10 <br />
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