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ARCHIVED REPORTS_XR0005438
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ARCHIVED REPORTS_XR0005438
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Last modified
5/5/2020 2:09:54 PM
Creation date
5/5/2020 1:37:01 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005438
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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13 December 1999 <br /> AGE-NC Project No 95-0173 <br />' Page 3 of 5 <br />' 3 1 RELATIVE GROUND WATER ELEVATION AND GRADIENT M <br /> During the October 1999 monitoring event, depths to ground water in wells MW-1 through MW-12, <br />' VW-1,VW-2, AW-1B and AW-2B were measured between 24 40 and 26 87 feet below the tops of <br /> well casings, ground water elevations were calculated to be between 15 78 feet and 16 83 feet below <br /> mean sea level Ground water elevation at the site decreased an average 1 60 feet between the July <br /> and the October 1999 ground water monitoring events The ground water elevation data for MW-1 <br /> through MW-12 during the October 1999 ground water monitoring event is depicted in Figure 3 <br /> Ground water flow direction for the area bound by wells MW-1 through MW-8 and MW-12 was <br /> generally toward the east-northeast at a gradient of 0 003 ft/ft, or approximately 15 feet per mile <br /> (Figure 3), ground water flow direction for the area bound by wells MW-9,MW-10 and MW-11 was <br /> generally toward the north-northeast at a gradient of 0 003 ft/ft <br /> Ground water was approximately 24 and 34 feet above the screen intervals at AW-1B and AW-213, <br /> respectively, therefore these wells are "drowned" and yield samples more representative of deeper <br /> screened ground water <br /> Due to the low gradient at the site, slight variations in ground water measurements or changes of <br /> recharge/discharge of the local ground water could greatly modify ground water flow direction <br /> 3 2 LABORATORY RESULTS OF GROUND WATER SAMPLES <br /> A total of fifteen ground water samples were submitted to a DHS-certified laboratory in October <br /> 1999 TPH-g was detected in water samples collected from wells MW-1 through MW-4, MW-6, <br /> MW-9, MW-12, VW-1, AW-IB, and AW-2B at concentrations ranging up to 260,000 micrograms <br /> per liter(ug/1) TPH-d was detected in water samples collected from wells MW-1 through MW-4, <br /> MW-6,MW-9,MW-11,MW-12,VW-1,AW-1B, and AW-2B at concentrations ranging up to 9,800 <br /> ,ugll, however, the laboratory reported that the diesel chromatograms for the samples did not have <br /> typical diesel characteristics <br /> BTEX compounds were detected in ground water samples collected from wells MW-1 through MW- <br /> 4, MW-6, MW-7, MW-9, MW-10, VW-1, AW-IB, and AW-2B at concentrations ranging as high <br /> as 67,000,ug/1(toluene, VW-1) The greatest benzene concentration was detected from well AW-1B <br /> at a concentration of 20,000 ,ug/l <br /> MTBE was detected in ground water samples collected from wells MW-2,MW-3,MW-4 and VW-1 <br /> utilizing EPA Method 8260 at concentrations as high as 85 ,ug/l,TBA was detected from wells MW- <br /> IAdvanced Geo E nviron mental,Inc <br />
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