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ARCHIVED REPORTS XR0009748
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544710
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ARCHIVED REPORTS XR0009748
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Last modified
7/30/2019 1:38:13 PM
Creation date
7/30/2019 1:06:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009748
RECORD_ID
PR0544710
PE
3528
FACILITY_ID
FA0006247
FACILITY_NAME
Western Lift
STREET_NUMBER
3430
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
17525063
CURRENT_STATUS
02
SITE_LOCATION
3430 S EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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1 <br /> 1 <br /> PHASE ONE <br /> ENVIRONMENTAL <br /> I <br /> 1 REPORT <br /> 1 Quarterly Groundwater Monitoring <br /> Autumn Quarter 1996 <br /> 1 Western Lift Facility <br /> 3430 South El Dorado Street <br />' Stockton, California <br /> Project No 102 2 <br />' December 27, 1996 <br /> EXECUTIVE SUMMARY <br />' This report summarizes the Autumn quarter 1996 round of groundwater monitoring and <br /> testing that took place on December 12, 1996 The test results showed that low levels of <br /> aromatic organic compounds (BTEX), specifically benzene were present in wells MW-1 <br />' and MW-4 No petroleum hydrocarbons (TPH-G or D) were present in any of the three <br /> wells which were tested in this round These results indicate a resumption of the trend to <br /> generally decreasing levels of hydrocarbon contaminants after anomalously high <br />' contaminant levels were detected in the well MW-1 on September 3 and 16, 1996 The <br /> groundwater bearing and gradient is consistent with past events <br />' 1.0 GROUNDWATER MONITORING <br />' 1.1 Hydrology of Site <br /> On December 12, 1996, the average depth to groundwater was measured to be <br />' approximately 36 feet below surface (or 20 69 feet below MSL) Groundwater has risen <br /> about one foot since the previous monitoring event of September 3, 1996, and the <br /> groundwater gradient was 0 0044 ft/ft, flowing North 381 East (Figure 2) The bearing <br /> and gradient of groundwater flow measurements are generally consistent with the results <br /> of past monitoring events (Table 1 Appendix A) <br /> I <br />
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