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ARCHIVED REPORTS_XR0012511
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ARCHIVED REPORTS_XR0012511
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Last modified
3/11/2020 7:14:10 AM
Creation date
3/10/2020 3:57:23 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012511
RECORD_ID
PR0545509
PE
3528
FACILITY_ID
FA0002121
FACILITY_NAME
JAMAR SERVICE
STREET_NUMBER
4075
Direction
E
STREET_NAME
MAIN
STREET_TYPE
ST
City
STOCKTON
Zip
95215
APN
15726411
CURRENT_STATUS
02
SITE_LOCATION
4075 E MAIN ST
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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THIRDQ UARTER 2003 <br /> GROUNDWATER MONITORING REPORT <br /> JAMAR OIL DISTRIBUTION <br /> NOVEMBER 2003 <br /> Groundwater Analysis <br /> Groundwater samples were analyzed for TPH G and TPH D by EPA Method 8015M and for <br /> BTEX, 1,2-DCA,,EDB, and the fuel oxygenates (MTBE, TBA, DIPE, ETBE, and TAME) using <br /> EPA Method 8260B. The analyses were conducted by SunStar Laboratories Inc., a California <br /> State-certified laboratory, in accordance with state guidelines and EPA protocol. <br /> SITE EVALUATION <br /> Groundwater Flow and Gradient <br /> Based on depth to groundwater measurements taken on September 11, 2003, the depths to <br /> groundwater ranged from 65.32 feet bgs in monitoring well MW-1 to 65.93 feet bgs in MW- 7A. <br /> The relative groundwater elevations ranged from 36.95 feet below mean sea level (MSL)in MW-5 <br /> to 37.20 feet below MSL in MW-7A_ All groundwater elevations were measured to the nearest <br /> 0.01-foot relative to the surveyed top of casing elevation. The elevations are based on the surveys <br /> conducted by JPCA on August 30, 2000 and GHH on May 29, 2003. The surveys were <br /> . completed by setting the corner of the cement sidewalk on the southeastern corner of the store as <br /> the benchmark with an assumed elevation of 30 feet MSL. <br /> Monitoring wells MW-6B and MW-7B were drilled to 95 feet bgs and have only 5 feet of screen. <br /> For these reasons, MW-6B and MW-7B are not being used to calculate hydraulic gradient or flow <br /> direction. Base a other eight wells, the direction of groundwater flow has been calculated to <br /> be trending southeast ith a relatively flat hydraulic gradient of approximately 0.0006-feet/foot <br /> across the subj e. Calculated groundwater elevations are summarized in Table 1, and shown <br /> on Figure 4. <br /> Groundwater Analytical Results <br /> All ten wells are included in this discussion of sampling results. TPH G was detected in the <br /> samples from all of the monitoring wells except MW-5, MW-6B, MW-7A and MW-7B. Where <br /> detected, TPH G ranged from 240 µg/1 in the sample from MW-6A to 53,000µg/l in the sample <br /> from EW-1. <br /> •Benzene was detected in the samples from all of the wells except MW-5, MW-6A, MW-6B, . . <br /> MW-7A and MW-7B at concentrations ranging from 360 ,ug/l in MW-2 to 34,000 ,ugli in MW-1. <br /> Toluene was detected in the samples from all of the wells except MW-5, MW-6A, MW-6B, <br /> MW-7A and MW-7B at concentrations ranging from 30,ug/l in MW-3 to 20,000 ,ug/l in EW-1. <br /> . Ethylbenzene was detected in the samples from all of the wells except MW-5, MW-6A, MW-6B, <br /> MW-7A and MW-7B at concentrations ranging from 8.7,ug/l in MW-4 to 3,400,ug11 in EW-1. <br /> 5 <br />
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