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ARCHIVED REPORTS XR0001839
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3500 - Local Oversight Program
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PR0544430
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ARCHIVED REPORTS XR0001839
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Last modified
5/7/2019 2:28:44 PM
Creation date
5/7/2019 2:20:33 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001839
RECORD_ID
PR0544430
PE
3526
FACILITY_ID
FA0005370
FACILITY_NAME
PARMAR TEXACO
STREET_NUMBER
521
Direction
N
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
CURRENT_STATUS
02
SITE_LOCATION
521 N CHEROKEE LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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After collecting the above measurements on July 22, 1994, MW-1 and MW-2 were purged and <br /> MW-2 was sampled. MW-1 was purged dry and recovered at much less than 0.1 gallons per <br /> hour. MW-2 was purged a minimum of three well volumes (24 gallons) with a disposable bailer <br /> prior to sampling. <br /> Groundwater samples were collected using a new disposable bailer Two samples (QA/QC split) <br /> were collected to allow comparison of laboratory data. Each sample was collected in three <br /> 40m1 VOA bottles supplied by the analytical laboratory. After filling, each bottle was inverted <br /> and checked for headspace, labeled, logged on a chain-of-custody, and immediately placed in <br /> an iced cooler <br /> GROUNDWATER <br /> Using the depth to groundwater measurements collected on July 22, and September 20, 1994 and <br /> the surveyed locations and elevations supplied by Tom O Morrow, Inc , I calculated the <br /> groundwater gradient. The depth to groundwater for MW-3 was corrected for the presence of <br /> an immiscible layer using a relative density of 0 8 and rounding to two significant figures. <br /> Based on these measurements, the gradient would appear to be to the southeast at approximately <br /> 8 percent Based on the inability for MW-1 to recover after purging and the extreme difference <br /> in depth to groundwater measurements between MW-1 and the remaining wells, it is probable <br /> that the calculated gradient is not indicative of actual site conditions <br /> ANALYTICAL <br /> One water sample was delivered to Western Environmental Science and Technology (WEST) <br /> in Davis, California at the end of the sampling day. The second (split) was delivered to Sparger <br /> Technology, Inc in Sacramento on July 25, 1994 Both laboratories are certified by the State <br /> of California Department of Health Services (DoHS) for the requested analyses. Both of the <br /> water samples were analyzed for TPHg and BTEX by EPA Method 5030/8015M <br /> Both laboratories reported that the water sample contained TPHg and BTEX above the reporting <br /> limits. Although both laboratories reported significantly lower concentrations of TPHg and <br /> BTEX than were reported in the February sampling (analyzed by WEST), the nearly 3x <br /> difference between the laboratory results for the July sampling is even more notable. The <br /> analytical results are summarized on Table 2. A copy of both laboratory reports are attached. <br /> TABLE 2 <br /> Groundwater Analytical Results (ug/1) <br /> Laboratory Location Date TPHg Benzene Toluene Ethylbenzene Xylenes <br /> WEST MW-2 2/7/94 4,100 670 564 25 310 <br /> WEST MW-2 7/22/94 520 61 85 11 69 <br /> Sparger MW-2 7/22/94 2,700 300 390 32 140 <br />
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