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ARCHIVED REPORTS XR0011184
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3500 - Local Oversight Program
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PR0544922
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ARCHIVED REPORTS XR0011184
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Last modified
10/7/2019 3:37:38 PM
Creation date
10/7/2019 3:16:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011184
RECORD_ID
PR0544922
PE
3528
FACILITY_ID
FA0003284
FACILITY_NAME
FOOD MART GASOLINE*
STREET_NUMBER
2185
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
14113045
CURRENT_STATUS
02
SITE_LOCATION
2185 E FREMONT ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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' QUARTERLY MONITORING REPORT <br /> THIRD QUARTER 1992 <br />' T BEACON STATION #494 <br /> 2185 EAST FREMONT STREET <br />' STOCKTON, CALIFORNIA <br /> AMV NO. ULT05.02 <br /> t <br /> 1.0 INTRODUCTION <br /> Acton • Mickelson • van Dam, Inc (AMV), has been authorized by Ultramar Inc. (Ultramar), <br />' to continue environmental monitoring and remediation at Beacon Station #494, located at 2185 <br /> East Fremont Street, Stockton, California (Figures 1 and 2) This report presents results of <br /> monitonng activities performed during the third quarter of 1992, including water level and <br />' liquid-phase hydrocarbon (LPH) thickness measurements and quarterly ground water sampling <br />' 2.0 WATER LEVEL AND LPH THICKNESS MONITORING <br />' Depth to ground water was measured in ground water monitoring wells MW-1, MW-2, and <br /> MW-3 on July 15, 1992 Measurable layers of LPH were not detected in any monitoring well <br /> during the quarter Ground water level measurements are compiled in Table 1 Methods used <br />' to measure water levels and LPH thickness are described in Appendix A <br /> Depth to ground water ranged from 74 79 (MW-3) to 75 53 (MW-2) feet below grade on <br />' July 15, 1992 The inferred direction of ground water flow is toward the northwest (Figure 3) <br /> Past depth to ground water measurements have indicated a direction of ground water flow toward <br />' the southeast. The gradient of ground water flow on July 15, 1992, was approximately 0 001 <br /> foot per foot <br />' 3.0 GROUND WATER QUALITY <br />' All monitoring wells at the site were purged using a submersible pump and sampled using the <br /> methods described in Appendix A Field observations and sampling documentation are contained <br />' in Appendix B. Ground water samples were submitted for laboratory analysis of benzene, <br /> toluene, ethylbenzene, xylenes (BTEX), and total petroleum hydrocarbons as gasoline (TPHg) <br /> The sample collected from monitoring well MW-2 was analyzed for halogenated volatile <br />' organics The sampling and analytical results are included in Table 2 Copies of certified <br /> analytical reports are contained in Appendix C <br /> i <br />
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