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SITE INFORMATION AND CORRESPONDENCE
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Last modified
1/31/2020 6:04:48 PM
Creation date
1/31/2020 2:30:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0545259
PE
3528
FACILITY_ID
FA0004966
FACILITY_NAME
CHEVRON USA (INACT)
STREET_NUMBER
45
Direction
E
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95204
APN
12707037
CURRENT_STATUS
02
SITE_LOCATION
45 E HARDING WAY
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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Chevron <br /> Chevron , <br /> Chevron U.S.A.Products'Companp <br /> 6001 Bollinger Canyon Road <br /> May 20, 1996 Building L <br /> San Ramon,CA 94583 <br /> P.O.Box 50049 <br /> Ms.Mary Meays San Ramon,CA 94583-0804 <br /> San Joaquin County Environmental Health Marketing—Northwest Region <br /> P.O. Box 388 Phone 510 842 9500 <br /> Stockton, CA 95201-0388 <br /> Re: Former Chevron Station#9-1918 45 East Harding Way, Stockton CA <br /> Attached groundwater monitoring report(Blaine Tech, 5/16/96) <br /> Attached Summary of Biodegradation Analysis(CRTC, 4/19/96) <br /> Dear Ms.Meays: <br /> Please find attached a report dated May 16, 1996,which was prepared by Chevron's consultant,Blaine <br /> Tech Services Inc. (Blaine Tech),to describe the results of groundwater monitoring that was performed at <br /> the subject site on April 30, 1996. <br /> During their April site visit,Blaine Tech gauged fourteen and sampled thirteen of the fourteen site-related <br /> wells. Well MW-7 did not contain enough water to be sampled. Groundwater elevations beneath the site <br /> were high enough such that, wells MW-I,MW-3 through MW-6, and MW-8 could be sampled. These <br /> wells had not been sampled over the past seven years due to the depth of groundwater being below their <br /> screened intervals. All groundwater samples were analyzed for the presence of TPHGas and BTEX <br /> constituents. <br /> In April,the measured direction of groundwater flow was variable.Previous measurements have shown a <br /> consistent direction of east-northeasterly. Detectable concentrations of dissolved hydrocarbons were <br /> measured at wells MW-4, MW-6,and MW-13. The groundwater results at all other wells were non-detect. <br /> The measured concentrations at well MW-f 3 were consistent with those detected during previous site <br /> monitoring events. The measured levels at wells MW-4 and MW-6 were significantly lower than the <br /> levels last measured in 1989. The concentrations measured at the same depth in MW-4 during 1989 were <br /> the highest concentrations ever measured in groundwater beneath the site. The observed decrease in <br /> contaminant concentrations at MW-4 (and other wells)provides conclusive evidence for the effectiveness <br /> of the previous remediation efforts. As such, no further active remediation is warranted. <br /> Attached you will also find, a document which was prepared by Chevron Research and Technology <br /> Company(CRTC),that was provided to you during our meeting at your office on April 25, 1996. The <br /> contents included an evaluation of groundwater data that were collected at the subject site to measure the <br /> occurrence and potential for intrinsic bioremediation, a summary of findings, and recommendations for <br /> groundwater remediation and monitoring. <br /> The summary report by CRTC noted that significant hydrocarbon mass reduction has been achieved in <br /> vadose zone soils. The mass reduction resulted from nearly two years of soil vapor extraction. In a <br /> separate study reported on October 21, 1994, CRTC calculated that 12,000 pounds of hydrocarbons were <br /> removed as a result of soil vapor extraction. According to Pacific Environmental Group, in their <br /> Corrective Action Plan dated November 30, 1995, eighty five percent of the original hydrocarbon mass <br /> beneath the site has been removed. Of the estimated 26,000 pounds of hydrocarbons thought to be <br />
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