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ARCHIVED REPORTS XR0001132
EnvironmentalHealth
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DR MARTIN LUTHER KING JR
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3500 - Local Oversight Program
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PR0544216
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ARCHIVED REPORTS XR0001132
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Last modified
3/4/2019 9:24:09 PM
Creation date
3/4/2019 3:36:18 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001132
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
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EHD - Public
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o <br />. CM OZ2 CID <br /> San Joaquin County Public Health Services <br /> May 26, 1995 (9347-1246) <br /> • Replacing the oxidizer with an air diffuser system designed specifically to Increase <br /> the dissolved oxygen content of ground water may provide an effective and <br /> feasible method to enhance the attenuation of the remaining dissolved and <br /> adsorbed petroleum hydrocarbons <br /> Following is a discussion of the site background, remediation history and the proposed <br /> air diffuser system This correspondence is based, in part, on reports prepared by Delta <br /> Environmental Consultants, Inc <br /> Background <br /> Four former underground steel fuel storage tanks (UST) and product piping were removed <br /> from the site in November 1989 The steel UST were replaced with three double-walled <br /> fiberglass tanks, each of 12,000-gallon capacity The fiberglass tanks were installed in a new <br /> basin (Figure 2) on the north side of the site The upgraded tank system also includes double- <br /> walled fiberglass product lines, a fuel containment box at each fill port, and an electronic leak <br /> detection/prevention system <br /> Monitoring wells were first installed on the site In December 1989 and January 1990, <br />• following the tank upgrade The depth to ground water at the site during remediation has <br /> averaged about 30 feet below surface The (vadose) soils above the saturated zone are composed <br /> primarily of silts and sands in varying proportions and have allowed the SVE system to operate <br /> very effectively The ground water gradient averages about 0 03 ft/ft and is typically to the <br /> north, towards well MW-10 off site The downgradient extent of the dissolved hydrocarbon <br /> plume has been defined and does not appear to be migrating The dissolved hydrocarbon <br /> concentrations in well MW-7 on the north side of the Shell site have been decreasing Well <br /> MW-10 was installed approximately 170 feet downgradient from well MW-7 to monitor any <br /> potential migration of dissolved hydrocarbons Well MW-10 has been below the respective <br /> laboratory detection limits for all petroleum hydrocarbons since July 1992 <br /> The SVE system is composed of seven venting/monitoring wells mamfolded to a <br /> thermal/catalytic-oxidizer emissions control unit, Model VAC 25, rated at a maximum airflow <br /> of 250 standard cubic feet per minute, manufactured by ThermTech Inc Aside from shutdowns <br /> for routine maintenance, the SVE system operated continuously from September 17, 1992 to <br /> March 5, 1993, and from April 9 to September 1, 1993 The oxidizer has been "pulsed", 1 e , <br /> cycled on and off from September 1993 to the present The total actual operating time of the <br /> oxidizer is 541 days, or 1 48 years Pulsing has increased the efficiency, or yield, of the SVE <br /> system by maximizing the recovery of petroleum hydrocarbons <br /> 93471246 LLT 2- <br />
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