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ARCHIVED REPORTS_XR0005501
EnvironmentalHealth
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ARCHIVED REPORTS_XR0005501
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Last modified
11/19/2024 1:50:28 PM
Creation date
4/29/2020 1:36:33 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005501
RECORD_ID
PR0545626
PE
3528
FACILITY_ID
FA0000957
FACILITY_NAME
LATHROP GAS & FOOD MART*
STREET_NUMBER
14800
Direction
S
STREET_NAME
STATE ROUTE 99
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
19702004
CURRENT_STATUS
02
SITE_LOCATION
14800 S HWY 99 RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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n. <br /> . Quarterly Groundwater Monitoring&Remediation Status Report <br /> Moore Petroleum, 14800 W.Frontage Rd.,Manteca,CA <br /> September 25, 1995 <br /> Page 3 <br /> On July 31, 1995, the vapor extraction rate was 51 standard cubic feet per minute (SCFM). <br /> Based on the vapor sample analytical results for this date the system extraction rate was 5.5 <br /> pounds per day(lb./day) as gasoline. Benzene was not detected and petroleum constituent <br /> discharge rates were zero. On August 16, 1995, the vapor extraction rate was 48 SUM. Based <br /> on the vapor sample analytical results for this date the system extraction rate was 6.71b./day as <br /> gasoline. Benzene was not detected and petroleum constituent discharge rates were zero. Air <br /> analytical results and chain-of-custody forms are contained in Attachment 3. As of August 16, <br /> 1995, the vapor extraction system has extracted approximately 303 lbs. of TPI, as gasoline, and <br /> no detectable amounts of benzene. <br /> System operating data are contained in Table 3. Mass extraction rates to date, based on <br /> Y p g <br /> laboratory analytical results, are contained in Table 4. <br /> Groundwater Remediation System <br /> On January 23, 1995, Emcon started a groundwater treatment system at the subject site. The <br /> groundwater treatment system is pneumatically operated and extracts groundwater from <br /> monitoring wells MW 1, MW-2, MW-3 and MW-4. Once the groundwater arrives in the <br /> remediation compound via 1" diameter PVC piping, it is filtered through two in-line particulate <br /> . filters and then through two in-line, 4001b carbon vessels. Upon discharging from the carbon <br /> vessels, it is reinjected through two reinjection wells, RW-1 and RW-2, located to the west of the <br /> remediation compound(Figure 2). <br /> During this reporting period, water flow through the treatment system has varied from 2.5 gallons <br /> per minute (g.p.m.) on August 16, 1995 to 3.0 g.p.m. on August 30, 1995. Groundwater samples <br /> were collected from the system influent and effluent on July 25 and August 16, 1995 to <br /> demonstrate compliance with Land Discharge Permit Order No. 91-25013. <br /> On July 25, 1995, the groundwater extraction rate was 2.75 g.p.m. Based on water sample <br /> analytical results for this date, the system extraction rate was 4.33E-09 pounds per day(lb./day) <br /> as benzene. TPK as gasoline, was not detected in the groundwater samples_ On August 16, <br /> 1995, the groundwater extraction rate was 2.5 g.p.m.. Based on water sample analytical results <br /> for this date, neither benzene nor TPI, as gasoline, were detected in the groundwater samples. <br /> Groundwater analytical results and chain-of-custody forms are contained in Attachment 3. As of <br /> July 31, 1995 the groundwater treatment system has extracted no concentrations of TPH, as <br /> gasoline, and approximately 5.65E-091b. of benzene. <br /> System operating data are contained in Table 5. Mass extraction rates to date, based on <br /> laboratory analytical results, are contained in Table 6. <br /> • <br /> i <br />
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