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ARCHIVED REPORTS XR0002745
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3500 - Local Oversight Program
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PR0508502
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ARCHIVED REPORTS XR0002745
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Entry Properties
Last modified
11/7/2018 8:52:17 AM
Creation date
11/6/2018 3:34:57 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002745
RECORD_ID
PR0508502
PE
3526
FACILITY_ID
FA0008117
FACILITY_NAME
ARCO STATION #4932
STREET_NUMBER
16
Direction
E
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95204
APN
13902001
CURRENT_STATUS
01
SITE_LOCATION
16 E HARDING WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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�Sr rl Z <br /> T <br /> ii <br /> SECOR www secar com <br /> INTERNATIONAL 3017 Kilgore Road Suite 100 <br /> S E C ® R INCORPORATED Rancho Cordova CA 95670 <br /> 916-861 0400 TEL <br /> 916-861 0430 FAX <br /> f ' <br /> September 22, 2003 <br /> Ms Lori Duncan S E P 2 9 2003 <br /> San Joaquin County Environmental Health Division <br /> 304 East Weber Avenue ENVIRORMENT HEALTH <br /> Stockton, California 95202 <br /> PERMIT/SERVICES <br /> Re Remedial Well Installation and Start-up Report <br /> ARCO Station 44932 <br /> 16 East Harding Way <br /> Stockton, California <br /> SECOR Project No 77BP 64932 03 0936 <br /> Dear Mrs Duncan <br /> SECOR International Incorporated (SECOR) has prepared this letter on behalf of Atlantic Richfield <br /> Company to document the installation of remedial wells and start-up of the groundwater extraction <br /> and soil vapor extraction remedial systems at the site referanced above (Figure 1) SECOR installed <br /> five groundwater extraction wells (EW-2 through EW-7), one soil vapor extraction well (SVE-2), and <br /> started the groundwater extraction/soil vapor extraction system at the site Work was performed in <br /> general accordance with SECOR's Problem Assessment Report, dated August 29, 2002 and <br /> •� approved by the San Joaquin County Environmental Health Division (SJCEHD) in a letter dated <br /> November 7, 2002 (Attachment 1) <br /> SITE BACKGROUND <br /> The various environmental assessments completed at the site are summarized below A table <br /> summarizing well construction details Is Included as Table 1 A site plan showing well locations Is <br /> included as Figure 2 <br /> Between May 25 and June 9, 1999, Gettler Ryan Construction of Dublin, California removed three <br /> 10,000-gallon double-walled fiberglass LISTS and enlarged the excavation to accommodate the larger <br /> new USTs Approximately 631 tons of soil was over-excavated from the UST complex Over- <br /> excavation of the UST complex was completed and samples were collected on June 9, 1999 Six <br /> samples collected from the excavation at approximately 19 feet bgs One sample contained TPHg <br /> and MtBE at concentrations of 1 02 mg/kg and 0 579 mg/kg, respectively No benzene or fuel <br /> oxygenates were detected in any other samples from the over-excavation During the facility <br /> upgrade, approximately 150 tons of soil was over-excavated from the product line and dispenser <br /> areas TPHg was reported in three of the six samples collected from beneath the former facilities at <br /> a maximum concentration of 5,430 mg/kg Benzene was reported in two samples at a maximum <br /> concentration of 10 6 mg/kg MtBE was reported in two samples at a maximum concentration of 55 5 <br /> mg/kg This work was summarized In SECOR's report titled Soil Sampling During USTs, Product <br /> Line, and Dispenser Removal Activities dated December 10, 1999 <br /> In August 2000, four groundwater monitoring wells (MW-1, MW-2, MW-3, and MW-4) and one vapor <br /> extraction well (SVE-1) were installed at the site Groundwater samples collected from these wells <br /> were reported to contain TPHg, benzene, and MtBE MW-4 contained maximum concentrations of <br /> • 166,000 ug/L, 10,500ug/L, and 708,000 ug/L, respectively Other detected constituents included <br /> TAME, 1,2 DCA, TBA and EtBE This work was summarized in SECOR's report titled Site <br /> Assessment Report dated November 6,2000 <br />
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