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ARCHIVED REPORTS XR0009919
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EL DORADO
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7906
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2900 - Site Mitigation Program
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PR0540858
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ARCHIVED REPORTS XR0009919
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Entry Properties
Last modified
8/1/2019 1:04:55 PM
Creation date
8/1/2019 10:27:24 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009919
RECORD_ID
PR0540858
PE
2960
FACILITY_ID
FA0023360
FACILITY_NAME
ARCO SERVICE STATION #2130
STREET_NUMBER
7906
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95210
CURRENT_STATUS
01
SITE_LOCATION
7906 N EL DORADO ST
QC Status
Approved
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EHD - Public
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Working to Restore Nature <br /> tr �' <br /> Monitoring Well Construction <br /> The monitoring well was constructed in the boring with thread jointed, 2-inch-inner- <br /> diameter, Schedule 40 PVC casing. No chemical cements, glues, or solvents were used in <br /> well construction. The screened portion of the well consisted of factory-perforated casing <br /> with 0.020-inch-wide slots. The well screen extends from the total depth of the well to <br /> approximately 5 to 10 feet above the groundwater surface. This screened interval allows <br /> sampling at the air-water interface during seasonal fluctuations of the groundwater level. <br /> The annular space in the well was packed with number 3 sand to approximately 1 to 2 feet <br /> above the slotted interval. A 3-foot thick bentonite plug was added above the sand pack to <br /> 46- prevent the cement from entering the well pack. The remaining annulus was backfilled to <br /> grade with a bentonite cement slurry. <br /> The well was protected with a traffic-rated, cast-aluminum utility box equipped with a PVC <br /> skirt. The box has a watertight seal to protect against surface-water infiltration and must <br /> 46, be opened with a special wrench. The design of this box discourages vandalism and reduces <br /> the possibility of accidental disturbance of the well. <br /> Well Development <br /> We waited a minimum of 24 hours after well installation before developing the groundwater <br /> monitoring well to allow the grout to seal. Before developing the monitoring well, a water <br /> sample was collected for subjective analysis from near the water surface in the well with a <br /> Teflon bailer cleaned with a laboratory-grade detergent and deionized water. Floating <br /> product was not encountered. The well was developed with a surge block and pump. Well <br /> development continued until the discharge water was clear of silt and sand. Clay-size <br /> i' sediments derived from the screened portion of the formation cannot be entirely eliminated <br /> by well development. <br /> After the wells stabilized for a minimum of 24 hours, the well was purged of stagnant water <br /> and a sample was collected for laboratory analysis. The well was purged of approximately <br />++ 3 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 well was stored <br /> in labeled,55-gallon, steel drums approved for this use by the Department of Transportation <br /> until suitable disposal options were selected based on laboratory analysis. <br /> 4 <br /> i.r <br /> 1213ccar/30003-9 <br />
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