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ARCHIVED REPORTS_XR0008023
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545737
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ARCHIVED REPORTS_XR0008023
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Last modified
6/8/2020 11:25:53 AM
Creation date
6/8/2020 10:19:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008023
RECORD_ID
PR0545737
PE
3528
FACILITY_ID
FA0003627
FACILITY_NAME
ARCO 02093
STREET_NUMBER
3425
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
TRACY
Zip
95376
APN
21418020
CURRENT_STATUS
02
SITE_LOCATION
3425 TRACY BLVD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Mr Kyle Christie <br /> February 27, 1996 <br /> Page 2 <br /> • Field and Analytical Methods <br /> EMCON personnel measured depth-to-water and product thickness (when present), purged each <br /> well to be sampled, and collected groundwater samples at the site Depth-to-water <br /> measurements and a check for free product were made prior to purging Before sampling, the <br /> wells were purged of a minimum of three well casing volumes or until evacuated using a pump <br /> or bailer Each well was sampled using a disposable bailer <br /> All groundwater samples were analyzed for benzene, toluene, ethylbenzene, and xylenes <br /> (BTEX) and total petroleum hydrocarbons as gasoline (TPH-G) by U S Environmental <br /> Protection Agency (EPA) Method 503018020, and 8015 Modified Field data sheets and chain- <br /> of-custody documentation are included in Exhibit A <br /> Results and Discussion <br /> The general groundwater flow direction beneath the site on October 26, 1995, was to the north <br /> and northeast under a hydraulic gradient of approximately 0 004 (Figure I) Since groundwater <br /> monitoring began in April 1987, the general groundwater flow direction has ranged from north <br /> to east at this site The hydraulic gradient measured this quarter is within the range of previously <br /> reported gradients Depth-to-water on October 26, 1995 ranged from 9 28 feet below the top of <br /> the well casing (TOC) in well ATR-8 to 13 40 feet below TOC in well ATRA Since the last <br /> quarterly monitonng event (July 27, 1995), water-level elevations in all the measured <br /> monitoring wells have increased an average of 0 I9 feet Summaries of depth-to-water <br /> measurements and calculated groundwater elevations are presented in Table 1 Table 2 presents <br /> past and present groundwater flow directions and hydraulic gradients for this site <br /> Benzene and TPH-G were not identified in wells ATR-1, ATR-2, ATR-5, ATR-6, ATR-7, <br /> ATR-9, and TEX-1 Benzene was identified in wells ATR-4 and SMW-1 at concentrations of 7 <br /> micrograms per liter (pg/L) and 640 µg/L, respectively TPH-G was also identified in wells <br /> ATR-4 (600 fig/L), and SMW-1 (7,600 pg/L) These results are consistent with previous <br /> results Analytical results of groundwater samples are summanzed in Table 3 The complete <br /> laboratory report for the sampling event is presented in Exhibit A Figure 2 presents TPH-G and <br /> BTEX concentrations for the third quarter 1995 sampling event <br /> Site Remediation <br /> A soil vapor extraction and treatment/air sparging (SVET/AS) system has been constructed at <br /> this site An Authonty-to-Construct permit (Permit No N-3413-1-0, issued March 10, 1995 and <br /> expiring March 10, 1997) has been obtained from the San Joaquin Valley Unified Air Pollution <br /> Control District for operation of the SVET/AS SUET/AS system source testing was completed <br /> on December 15, 1995 Based on the results of the source testing, operation of the system began <br /> on January 6, 1996 <br /> Use or disclosure of data continued on this sheet is subject to the restriction specified at the beginning this <br /> document S 8 of <br /> 2043\REPORT514TH95QTR DOC <br />
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