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ARCHIVED REPORTS XR0001530
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3500 - Local Oversight Program
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ARCHIVED REPORTS XR0001530
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Last modified
5/16/2019 1:33:38 PM
Creation date
5/16/2019 1:16:40 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001530
RECORD_ID
PR0544465
PE
3528
FACILITY_ID
FA0005837
FACILITY_NAME
STEFANOS GASOLINE*
STREET_NUMBER
1419
Direction
E
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15137016
CURRENT_STATUS
02
SITE_LOCATION
1419 E CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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SJGOV\wng
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EHD - Public
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! 18 May 2005 <br /> AGE-NC Project No 03-1100 <br />' Page 3 of 4 - <br /> MW-7 to 24 62 feet below MSL in well MW-4 (Table 1) The ground water elevation at the site <br /> increased an average of 2 07 feet between the November 2004 and February 2005 monitoring events <br />' The'ground water flow direction was inferred to be flowing towards the east in the former UST <br /> location at a calculated hydraulic gradient of 0 006 foot per foot (ft/ft) Figure 3 Illustrates the <br /> contoured ground water elevations as measured on 07 February 2005 <br /> 1 _ <br /> 32 ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br /> TPH-g was detected in the ground water sample collected from well MW-2 at a concentration of <br /> 200,000 micrograms per liter (µg/1) BTEX compounds were detected in the ground water sample <br />' collected from well MW-2 at a concentration of 2,500 µg/1 (benzene), 12,000 µg11 (toluene), <br /> 3,900 µg/1 (ethylbenzene), and 22,900 µg/l (total xylenes) <br />' 1,2-DCA was detected in ground water samples collected from wells MW-2 and MW-3 at <br /> concentrations of 43 µg/1 and 29 µg/1, respectively EDB was detected in the ground water sample <br /> collected from well MW-1 at a concentration of 19 µg/1 <br /> No other constituents of concern were detected in the ground water analyses at or above laboratory <br /> detection limits Analytical results of water samples collected in February 2005 are summarized in <br /> Table 2 The laboratory report (CTEL Project No CT214-05012036), quality assurance/quality <br /> control (QA/QC) report, and chain of custody form are included in Appendix C GeoTracker <br />' confirmation pages of the submitted ground water monitoring electronic deliverable format(EDF) <br /> files are included in Appendix D <br />' 4.0. SUMMARY AND CONCLUSIONS <br /> J t <br /> Based on the findings from this investigation, AGE concludes <br /> -- - •-- The ground water elevation on-site ranged-from 24 14-to 24 68 feet below-MSL Ground - - <br />' water flow was inferred to be flowing inward towards the east in the former UST location <br /> under a gradient of 0 006 ft/ft <br /> • TPH-g was detected in the ground water sample collected from well MW-2 at a <br /> concentration of 200,000 µg/1 <br /> t 1,2-DCA was detected in ground water samples collected from wells MW-2 and MW-3 at <br /> concentrations of 43 µg/1 and 29 µg/1, respectively <br /> • The lateral extent of TPH-g impacted,ground water has been defined in all directions with <br /> Advanced GcoEnvironmentai,Inc <br /> 1 , <br />
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