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ARCHIVED REPORTS XR0008663
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544687
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ARCHIVED REPORTS XR0008663
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Last modified
7/24/2019 8:52:41 AM
Creation date
7/24/2019 8:39:48 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008663
RECORD_ID
PR0544687
PE
3528
FACILITY_ID
FA0006185
FACILITY_NAME
El Dorado Gas & Mart
STREET_NUMBER
1605
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16703101
CURRENT_STATUS
02
SITE_LOCATION
1605 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 /> I INTRODUCTION <br /> Former Exxon Retail Site (RS) 7-0137 is an active service station located at 1605 South El Dorado <br /> ' Street in Stockton, Cahforrua There is one 20,000-gallon double-walled fiberglass underground <br /> storage tank at the site divided into compartments that contain 60 and 40 percent of the total volume <br /> capacity A soil vapor extraction system was operated at the site from approximately November <br /> 1995 until April 1998 <br /> ' 2 GROUNDWATER MONITORING <br /> On 30 July 2000, wells MW1-MW7, VEW1, and VEW2 (Figure 1)were gauged for depth to water <br /> and for liquid-phase hydrocarbons (LPH) with an optical interface probe Groundwater samples <br /> were collected from wells MW1-MW7 and VEW2, and the samples were analyzed for Total <br /> Petroleum Hydrocarbons as gasoline(TPH-g), for benzene, toluene, ethylbenzene, and total xylenes <br /> 1 (BTEX), and for methyl t-butyl ether(MTBE) Well VEW1 was not sampled because it was dry <br /> The depth-to-water measurements and calculated groundwater elevations are presented in Table 1, <br /> ' along with historical data, and current groundwater elevations are shown in Figure 1 The <br /> groundwater flow direction on 30 July was to the southeast,with a gradient of approximately 0 001 <br /> LPH was not observed in any of the wells <br /> After the depths to water were measured, the wells were purged Field parameters of pH, <br /> temperature, and electrical conductance of the purged water were measured for approximately every <br /> well casing volume during purging Copies of the field documents are included as Appendix A <br /> When the field parameters were stable (less than a 10 percent change from the previous reading for <br /> temperature and electrical conductance and not more than 0 1 pH units) and approximately 3 casing <br /> ' volumes were removed from each well, purging was stopped and samples were collected using <br /> factory-cleaned disposable bailers The samples were poured into 40-m1 glass VOA vials and stored <br /> in an ice-filled cooler All samples were handled and transported under chain-of-custody <br /> ' The samples were submitted to SPL, Inc in Houston, Texas, and analyzed for TPH-g by Cal EPA- <br /> modified EPA Method 8015 and for BTEX and MTBE by EPA Method 8021B The samples were <br /> ' also analyzed for MTBE by EPA Method 8260B The results are presented in boldface type, along <br /> with previous analytical data, in Table 1, and are shown in Figure 1 The laboratory analytical report <br /> and chain-of-custody documentation are included in Appendix B <br /> 3. REMEDIATION SYSTEM <br /> ' A soil vapor extraction(SVE)system was installed at the site by Fugro West,Inc (Fugro) and operated <br /> for approximately 5 months from November 1995 to March 1996 A new SVE system was installed <br /> by EA Engineering, Science, and Technology and was started in February 1997 The SVE system was <br /> ' shut down in April 1998 after soil vapor sample results indicated that the SVE system had effectively <br /> removed the volatile petroleum hydrocarbons from the vadose zone <br /> F 1p.jf ets170177%f la Le,5Wp1Q7COVTc dx 1 <br />
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