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ARCHIVED REPORTS_XR0006912
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2900 - Site Mitigation Program
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PR0541401
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ARCHIVED REPORTS_XR0006912
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Last modified
4/14/2020 1:45:56 PM
Creation date
4/13/2020 3:50:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006912
RECORD_ID
PR0541401
PE
2950
FACILITY_ID
FA0006046
FACILITY_NAME
UNION OIL STATION #5098
STREET_NUMBER
5606
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
CURRENT_STATUS
02
SITE_LOCATION
5606 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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KEI-P88-1013 .QR4 <br /> April 19 , 1993 <br /> Page 2 <br /> quarter. The monitoring data collected this quarter are summarized <br /> in Table 1. <br /> Water samples were collected from all of the existing wells (except <br /> MW6) on March 25, 1993 . Prior to sampling, the wells were each <br /> purged of between 10 . 5 and 13 . 5 gallons of water by the use of a <br /> surface pump. During purging operations, the field parameters pH, <br /> temperature, and electrical conductivity were recorded (except for <br /> well MW13) and are presented in Table 2 . Once the field parameters <br /> were observed to stabilize and a minimum of four casing volumes had <br /> been removed from each well, samples were then collected by the use <br /> of a clean Teflon bailer. The samples were decanted into clean VOA <br /> vials that were then sealed with Teflon-lined screw caps and stored <br /> in a cooler, on ice, until delivery to a state-certified labora- <br /> tory. <br /> HYDROLOGY <br /> The measured depth to ground water at the site on March 25 , 1993 , <br /> ranged between 53 . 28 and 54 . 07 feet below grade. The water levels <br /> in all of the wells have shown net increases ranging from 3 . 34 to <br /> 3 . 55 feet since December 30, 1992 . Based on the water level data <br /> gathered during the quarter, the ground water flow direction <br /> appeared to vary from the east-northeast to the east-southeast, as <br /> shown on the attached Potentiometric Surface Maps, Figures 1, 2 , <br /> and 3 . The ground water flow direction has varied from south- <br /> southeast to east-northeast since July of 1992 . The average <br /> hydraulic gradient across the site on March 25, 1993 , was <br /> approximately 0 . 003 . <br /> ANALYTICAL RESULTS <br /> The ground water samples were analyzed at Sequoia Analytical <br /> Laboratory and were accompanied by properly executed Chain of <br /> Custody documentation. The samples were analyzed for total <br /> petroleum hydrocarbons (TPH) as gasoline by EPA method 5030/modi- <br /> fied 8015, benzene, toluene, xylenes, and ethylbenzene by EPA <br /> method 8020, and for EPA method 8010 constituents. <br /> The ground water sample analytical results are summarized in Table <br /> 3 . The concentrations of TPH as gasoline and benzene detected in <br /> the ground water samples collected this quarter are shown on the <br /> attached Figure 4 . Copies of the laboratory analytical results and <br /> the Chain of Custody documentation are attached to this report. <br />
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