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ARCHIVED REPORTS XR0001151
Environmental Health - Public
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EHD Program Facility Records by Street Name
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DR MARTIN LUTHER KING JR
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620
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3500 - Local Oversight Program
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PR0544216
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ARCHIVED REPORTS XR0001151
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Last modified
3/4/2019 10:26:20 PM
Creation date
3/4/2019 3:44:10 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001151
RECORD_ID
PR0544216
PE
3528
FACILITY_ID
FA0003738
FACILITY_NAME
CHARTER WAY SHELL*
STREET_NUMBER
620
Direction
W
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
Stockton
Zip
95206
APN
16504007
CURRENT_STATUS
02
SITE_LOCATION
620 W DR MARTIN LUTHER KING JR BLVD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
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EHD - Public
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en viroso <br /> • Ground water samples collected from Wells MWA through MW-10 <br /> contained TPPH concentrations ranging from ND to 34,000 ppb Benzene <br /> concentrations ranged from ND to 850 ppb A benzene concentration map <br /> is presented on Plate 2 <br /> • A response to the April 10, 1997 PHS-EHD request for remediation system <br /> status is presented below <br /> Quarterly Sampling <br /> Monitoring Wells MW-1 through MW-10 were sampled and analyzed for Total <br /> Purgeable Petroleum Hydrocarbons quantified as gasoline (TPPH) according to <br /> EPA Method 8015 (Modified), and benzene, toluene, ethylbenzene, and xylenes <br /> (BTEX), and methyl-tertiary-butyl-ether (MTBE) according to EPA Method 8020 <br /> Additionally, a duplicate sample and an equipment blank were prepared and <br /> analyzed for quality control purposes <br /> Field monitoring data and chemical analytical data are summarized in Table 1 <br /> Blaine's quarterly ground water monitoring report is presented in Appendix A <br /> Remediation System Status <br /> A soil and ground water remediation system consisting of SVE has been operating <br /> at the subject site since September 1992 and has been operating intermittently <br /> (pulsing) from September 1993 to present The PHS-EHD letter of April 10, 1997 <br /> requested that since the water table has risen at the site to submerge almost the enure <br /> screened interval of the wells utilized for SVE, the resulting inefficiency of SVE as <br /> a remedial technique must be addressed <br /> Field monitoring data summarized in Table 1 indicate that the water table at the <br /> subject site began to rise beginning in 1995 Prior to 1995 the depth to ground <br /> water tended to fluctuate between approximately 28 to 34 feet below grade (fbg) in <br /> site wells utilized for SVE On-site Wells MW-2, MW-3, MW-4, MW-5, MW-7, <br /> MW-8, and MW-9 are connected to SVE piping The screen interval of Wells <br /> MW-2, MW-3, MW-4, MW-8, and MW-9 is 20 to 40 fbg The screen interval of <br /> Wells MW-5 and MW-7 is 25 to 40 fbg Well construction details are presented in <br /> Appendix B <br /> A plot of hydrocarbon extraction rates versus dates is presented on Plate 3 This <br /> data is also presented on Table 2 As shown on Plate 3, hydrocarbon extraction <br /> rates began to exhibit asymptotic behavior in the third quarter of 1993, prior to the <br /> rise in the water table Recognizing the onset of asymptotic hydrocarbon extraction <br /> rates, the prior operator, Fugro West Inc (Fugro), began operating the SVE system <br /> intermittently in September 1993 The SVE system has been operated intermittently <br /> (pulsing) since that time <br /> 97375 2 <br />
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