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ARCHIVED REPORTS XR0001188
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2900 - Site Mitigation Program
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PR0527799
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ARCHIVED REPORTS XR0001188
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Last modified
3/4/2019 3:56:40 PM
Creation date
3/4/2019 1:46:36 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001188
RECORD_ID
PR0527799
PE
2960
FACILITY_ID
FA0018844
FACILITY_NAME
TRANSMISSION STORE
STREET_NUMBER
515
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
14707408
CURRENT_STATUS
01
SITE_LOCATION
515 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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1 <br /> 1n the sort sample collected from boring BAR at a concentration of 2,000 ppm, but was <br /> below laboratory detection limits in the sora sample collected from boring B-6R Copies of <br />' the laboratory analysis reports are presented in Appendix C <br /> Chromium, Lead, Nickel, and Zoic were detected at low concentrations in soil samples <br />' collected from sort borings B-2R and B-6R However, these concentrations are within <br /> background levels (Dragon 19$$) Cadmium was below laboratory detection limits in all <br /> soil samples analyzed Analytical results are presented in Table 2 <br />' Composite soil sample SP-1 was below detection limits for TPHG and BTEX Total lead <br /> was detected at a concentration of 6 2 ppm <br /> 5.3 Distribution of Hydrocarbons in Groundwater <br />' TPHG was detected in the groundwater sample collected from monitoring well MW-1R at <br /> a concentration of 33,000 parts per billion (ppb) Benzene, toluene, ethylbenzene and total <br /> xylenes were also detected in the groundwater sample from monitoring well MWA R at <br /> concentrations of 1,400 ppb, 6,200 ppb, 700 ppb, and 2,500 ppb, respectively MTBE was <br /> detected at a concentration of 550 ppb The results of groundwater analyses are <br /> summarized in Table 4 Copies of the laboratory analysis reports are presented in <br /> Appendix C <br /> 5.4 Groundwater Flow Direction and Gradient <br />' The wellhead elevations of the monitoring wells at the site were surveyed by <br /> Tom O Morrow, Inc , of West Sacramento, California Typically, the surveyed elevations <br /> and the depth to groundwater measurements would be used to evaluate the potentiometric <br />' surface beneath the site, but because only one groundwater monitoring well is present at <br /> the site, the potentiometric surface could not be evaluated However, based on <br /> groundwater data collected on August 22, 1996, at the ARCO Service Station <br />' (downgradient), groundwater flow was towards the northeast with a hydraulic gradient of <br /> approximately 0 002 (see Appendix D) A copy of the ARCO Service Station <br />' groundwater contour map is presented in Appendix D Groundwater elevations are <br /> consistent with groundwater elevations measured at the former ARCO Service Station and <br /> Texaco Service Station <br /> 5.5 Remediation Feasibility <br /> Based on the vapor extraction test conducted at the former ARCO Service Station, which <br /> the geology is similar to that observed at the subject site, vapor extraction is a feasible <br /> method to remove hydrocarbons from soil (RESNA, December 18, 1992) RESNA <br />' SAC1N\PJ'Z\2613\2613 i000 I BB-9NIb 2 Rev 0 215197 <br /> 22613 100 001 5-2 <br />
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