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ARCHIVED REPORTS_XR0005442
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ARCHIVED REPORTS_XR0005442
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Last modified
5/5/2020 2:20:16 PM
Creation date
5/5/2020 1:38:58 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005442
RECORD_ID
PR0545640
PE
3528
FACILITY_ID
FA0003900
FACILITY_NAME
PACIFIC PRIDE COMMERCIAL FUEL
STREET_NUMBER
2402
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95204
APN
12506001
CURRENT_STATUS
02
SITE_LOCATION
2402 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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17 December 1998 <br /> • AGE-NC Project No 95-0173 <br /> Page 3 of 5 <br /> elevation data for MW-1 through MW-12, VW-1, AW-1B and AW-2B during the October 1998 <br /> ground water monitoring event is depicted in Figure 3 <br /> During the October 1998 monitoring event, ground water was approximately 4 feet above the top <br /> of the screened intervals of monitoring wells MW-1 through MW-4, approximately 24 feet above <br /> screened interval of AW-1B and approximately 34 feet above screened interval of AW-2B As a <br /> result, the screened intervals from these wells are completely submerged (drowned), and may not <br /> yield water samples fully representative of ground water conditions near the top of the saturated zone <br /> where fuel hydrocarbons would be expected to have the greatest impact <br /> Ground water elevation data collected in October 1998 in the area of MW-1 through MW-12 and <br /> VW-1 indicated that the ground water flow direction was generally toward the northeast at a gradient <br /> of 0 003 ft/ft, or approximately 16 feet per mile (Figure 3) <br /> 3 2 LABORATORY RESULTS OF GROUND WATER SAMPLES <br /> During the October 1998 sampling event,TPH-g was detected in water samples collected from MW- <br /> D through MW 4, MW-6, MW-8, MW-9, MW-12, VW-1, AW-1B and AW-2B at concentrations <br /> ranging between 57 micrograms per liter(4zg/1)and 150,000µg/l,respectively, TPH-d was detected <br /> in water samples collected from wells MW-1 through MW-4,MW-6,MW-8,MW-11,MW-12,VW- <br /> 1 AW-1B and AW-2B at concentrations ranging between 68 ,ug/l and 11,000 mg/l, however the <br /> laboratory reported that the chromatograms for the samples did not have typical diesel <br /> characteristics It was noted in the laboratory reports that the diesel sample containers from MW-2 <br /> and MW-9 were broken when received by the laboratory, and the samples were not analyzed <br /> Various BTE&X compounds were detected in water samples collected from wells MW-1 through <br /> MW4, MW-6,MW-9, VW-1,AW-1B and AW-213 at concentrations ranging between 4 7,g/l and <br /> 37,000 ,ug/1 (toluene, VW-1) The greatest benzene concentration was reported from MW-6 at a <br /> concentration of 28,000µg/1 <br /> Detection of MTBE by EPA Method 8020 was confirmed in a water sample collected from AW-2B <br /> by EPA Method 8260 at a concentration of 1 5 ,ug/l MTBE was not confirmed in the sample from <br /> MW-9, but was detected utilizing EPA Method 8020 at a concentration of 0 75 Ag/l Based on <br /> historical detection,MTBE may be present at wells MW-1 through MW-4, VW-I and AW-IB, but <br /> may have been masked due to raised detection limits <br /> None of the fuel oxygenating compounds were detected in the analyzed water samples However, <br /> . based on historical detection, DIPE and/or TBA may be present at MW-3, MW-6, VW-I and AW- <br /> Advanced GeoEnviron mental,Inc. <br /> I <br />
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