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ARCHIVED REPORTS XR0000769
Environmental Health - Public
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ARCHIVED REPORTS XR0000769
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Last modified
2/15/2019 4:51:26 PM
Creation date
2/15/2019 2:06:28 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000769
RECORD_ID
PR0544155
PE
3526
FACILITY_ID
FA0000185
FACILITY_NAME
CITY GAS & LIQUOR
STREET_NUMBER
16470
STREET_NAME
CAMBRIDGE
STREET_TYPE
ST
City
LATHROP
Zip
95330
APN
19643032
CURRENT_STATUS
02
SITE_LOCATION
16470 CAMBRIDGE ST
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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SECOR <br />' • Fourth Quarter 2003 Quarterly Progress Report <br /> January 14, 2004 <br />' Page 2 <br /> 3 0 EVALUATION OF GROUNDWATER EXTRACTION <br /> GWET and SVE systems were activated on July 3, 2000 A brief description and performance evaluation <br /> of the remedial systems during 4Q03 are presented below Certified laboratory analytical reports and <br />' chain-of-custody documentation and remedial system operation and maintenance field data sheets are <br /> included in Appendices D and E, respectively On August 20, 2003, SVE was discontinued as approved <br /> by the Regional Water Quality Control Board (RWQCB) in their letter dated August 18, 2003 A copy of <br />' this letter is included in Appendix F <br /> 31 Groundwater Extraction System <br /> The GWET system includes groundwater extraction wells EX-1, EX-2 and EX-3 (Figure 5) These wells <br /> are equipped with submersible pumps connected through mechanical piping to a series of granular <br /> activated carbon (GAC) vessels prior to an industrial sewer discharge point Chevron discharges treated <br /> groundwater at the subject site under City of Lodi (City) wastewater discharge permit#328 <br /> To assess effectiveness of the GWET system, process samples were collected monthly during this <br /> reporting period Sample locations include a influent port (INFL) prior to the first GAC vessel, between <br /> the first and second GAC vessels (MID-1), between the second and third GAC vessels (MID-2), and <br /> before discharge (EFFL) to the industrial sewer During these sampling events, INFL, MID-1, MID-2 and <br />' EFFL samples were analyzed for TPHg, BTEX, MtBE, TBA, DIPS, EtBE, TAME, ethanol, methanol, EDB <br /> and 1,2-DCA Maximum concentrations of detected constituents are presented below Current and <br /> historical analytical information is presented as Table 3 <br /> Maximum Constituent Concentrations(µg11) <br /> Zone <br />' MtBE TBA EtBE TAME Ethanol Methanol <br /> INFL 9 <10 <2 <2 <100 <400 <br />' MID-1 <2 <10 <2 <2 <100 <400 <br /> MID-2 <2 <10 <2 <2 <100 <400 <br />' EFFL <2 <10 <2 <2 <100 1 <400 <br /> Explanations <br /> Indicates the constituent was not present at or above the method detection limit shown <br />' Between September 17 and December 11, 2003, the GWET system discharged a total of 815,541 gallons <br /> of treated groundwater (Table 4) As of December 11, 2003, the GWET system had treated a total of <br /> 8,663,405 gallons Calculated discharge rates during the 4Q03 monitoring period ranged from 5 99 to <br />' 6 62 gallons per minute (gpm) <br /> During 4003, the system extracted an estimated 0 3 pounds of TPHg and 01 pounds of MtBE To date, <br />' the system has extracted approximately 9 4 pounds of TPHg, 0 2 pound of benzene, and 85 0 pounds of <br /> . MtBE Plots of GWET system mass removal trends and influent groundwater TPHg, benzene, and MtBE <br /> concentrations versus time are shown on Figure 6 and 7, respectively <br />' I%Chevron1957751Penodic Morntonng\Q P R1200314th Quarter-2003 QPR doc <br />
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