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ARCHIVED REPORTS_XR0002990
Environmental Health - Public
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ARCHIVED REPORTS_XR0002990
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Last modified
1/30/2020 8:52:45 PM
Creation date
1/30/2020 3:12:34 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002990
RECORD_ID
PR0545246
PE
3528
FACILITY_ID
FA0003611
FACILITY_NAME
PARKWOODS GAS & FOOD
STREET_NUMBER
1612
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95209
APN
07728002
CURRENT_STATUS
02
SITE_LOCATION
1612 W HAMMER LN
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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i <br /> Date: May 17,2004 <br /> Quarter: 151 Quarter,2004 <br /> . Based on the review of the analytical and hardcopy data(chain-of-custody records, blanks, dilutions, holding times, <br /> LCSILCSD results,MS/MSD results,and surrogate recoveries),the data are acceptable as reported by the Iaboratory <br /> with the following limitations: <br /> • The reported result for GRO in sample MW-1 is due to a discrete peak at C-5(probably MtBE). <br /> • The elevated reporting limits were the result of dilutions performed by the laboratory in order to <br /> quantitate a target analyte(s). <br /> DISCUSSION: <br /> GRO, benzene, toluene, ethylbenzene, total xylenes (BTEX), methyl tert-butyl ether (MtBE), tert-butyl alcohol <br /> (TBA), and 1,2-dichloroethane (1,2-DCA) were reported above method detection limits in groundwater samples <br /> collected from site wells this quarter. Analyte concentrations were generally consistent with historical data with the <br /> following exceptions: MtBE concentrations continue to exhibit a decreasing trend in MW-1. In VW-1, GRO and <br /> benzene were reported as below method detection limits this quarter and MtBE was reported at the lowest <br /> concentration since June 2002. VW-I was sampled on May 3, 2004, not during the scheduled quarterly sampling <br /> event on March 11, 2004,due to sampler error. In VW-2,GRO concentrations decreased and TBA was reported at <br /> 240 micrograms per liter (pg/L), the highest concentration relative to historic data. This is the first time since <br /> December 2002 that TBA was reported above method detection limits in VW-2. Benzene and ethylbenzene <br /> concentrations increased in VW-3 but remain within historic ranges. In VW-4,MtBE was reported as below method <br /> detection limits for the first time historically and 1,2-DCA was reported as below method detection limits for the first <br /> time since June 2003. Due to a discrepancy in the analytical results from groundwater samples collected from vapor <br /> extraction wells VW-5S and VW-5D on March 11, 2004, the wells were resampled on May 5,2004. The analytical <br /> results from the May 5, 2004, sampling event were consistent with historical data and have been accepted. <br /> Consequently, the analytical results from the March 11, 2004 sampling event are considered anomalous and have <br /> been rejected. Groundwater elevations generally increased relative to the previous quarter. The groundwater flow <br /> direction across the site was toward the southeast with an average hydraulic gradient of 0.006 ft/ft. <br /> Three site visits were conducted to optimize and maintain the SVEIAS system. The system run time er uck in <br /> November,causing little or no change in run time in the first quarter of 2004. However,the system did o shu down <br /> during the quarter, and the system operated without shutdown. Approximately 14.5 lbs of TPHg ere moved <br /> during the first quarter 2004,with a cumulative mass of 2,005 lbs being removed since startup(09/2$1 The SVE <br /> system operated in compliance with the San Joaquin Valley Unified Air Pollution Control District permit to operate <br /> N-4124-1=0, which expires in September 2005. The remedial system performance data is located in Appendix A <br /> (Remedial System Performance Evaluation). <br /> This report is based on data, site conditions, and other information that are generally applicable as of the date of the <br /> report,and the conclusions and recommendations herein are therefore applicable only to that time frame. <br /> TABLES <br /> Table I Groundwater EIevation and Analytical Data <br /> Table 2 Fuel Oxygenates Analytical Data <br /> Table 3 Groundwater Gradient Data <br /> Table 4 Analytical Results of Soil Vapor Treatment Analysis <br /> FIGURES <br /> Figure 1 Groundwater Elevation Contours <br /> Figure 2 Groundwater Analytical Summary <br /> K\wp�sM BP ARC0\n0548\Q-anfrryu QTR 04\548 GWMR i QW.aoc Page 2 <br />
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