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ARCHIVED REPORTS XR0008182
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EL DORADO
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1448
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3500 - Local Oversight Program
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PR0544673
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ARCHIVED REPORTS XR0008182
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Last modified
8/19/2020 5:28:08 AM
Creation date
7/18/2019 3:34:58 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008182
RECORD_ID
PR0544673
PE
3528
FACILITY_ID
FA0006182
FACILITY_NAME
REGAL STATION #604
STREET_NUMBER
1448
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95202
CURRENT_STATUS
02
SITE_LOCATION
1448 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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CLOSURE REQUEST 5-31-94 <br /> all of the BTEX' s, with the exception of minor amounts of <br /> Xylenes, have been removed and the decline in gasoline range <br /> vapors and carbon dioxide indicate that oxidation and removal of <br /> petroleum hydrocarbons has, for all applicable purposes, been <br /> completed. <br /> METHODS AND QA/QC <br /> WELL SAMPLING AND ANALYTICAL TECHNIQUES <br /> Depth to ground water and ground water samples were obtained from <br /> all of the ground water monitoring wells on February 16, 1994 . <br /> Vacuum and depth to water measurements were obtained from all of <br /> the wells on March 4, 1994 . Depth to top of fluid and ground <br /> water measurements were obtained using a clean product water <br /> interface probe The probe, lowered into the well, by an <br /> attached tape calibrated in 0 . 02 foot intervals, signals at the <br /> contact of floating product and at the top of ground water. The <br /> measurement is obtained from the calibrated tape reading adjacent <br /> to a reference point on the casing The probe is cleaned with <br /> trisodium phosphate water followed by a distilled water rinse <br /> before measuring the next well Measurements are started at the <br /> historically cleanest wells and progress to the dirtiest well <br /> All depth to ground water measurements were obtained before <br /> purging the wells for sampling. The depth to water is then <br /> subtracted from the elevation of the casing' s reference point for <br /> a corrected ground water elevation. A computer generated <br /> gradient program was not utilized. The more interpretive <br /> gradient map was developed by calculating the gradient from each <br /> well to all surrounding wells (difference in ground water <br /> elevations/distance between wells) , "i .e. " . MW1 to MW2, MW1 to <br /> MW3, MW1 to MW4, and MW1 to MW6 . Depth to ground water data from <br /> MW5 is not used; this well was installed in a slant boring and <br /> produced an anomalous high when used From these gradient lines, <br /> data points representing the contact for the proposed contours <br /> are plotted along each individual line . Once the data points <br /> have been plotted between all the wells, the data points <br /> representing a given gradient elevation (-45 foot contour, for <br /> example) are connected with site specific factors, "a. .e . " <br /> incorporating conditions caused by local geology, hydrogeology, <br /> utility trenches, etc . These are used to control the contour <br /> between data points This site is presently being influenced by <br /> vapor extraction at MW5, VSB3 , VSB5, VSB9 and VSB11 . A vacuum at <br /> these wells and surrounding wells will influence the shape of the <br /> ground water surface and subsequent flow directions of the ground <br /> water To obtain representative measurements that show the <br /> influence by the vacuum extraction at this site, a vacuum <br /> measurement is obtained at the well head before removing the cap <br /> and the subsequent depth to water measurement is corrected for <br /> the negative vacuum head (potentiometric head) . <br /> page33 <br />
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