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ARCHIVED REPORTS XR0002745
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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
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EHD - Public
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l <br /> [Y n <br /> S E C 0 R <br /> Atlantic Richfield Company <br /> ARCO Service Station 4932 <br /> September 22, 2003 <br /> Page 2 <br /> Routine groundwater monitoring continues to suggest these constituents are present at actionable <br /> levels and LPH has been detected in wells MW-4 and SVE-1 Groundwater flow direction beneath <br /> the site has been consistently mapped to the northeast at gradient ranging from 0 004 to 0 04 ft/ft <br /> During February 2001, SECOR performed DPE testing at the site to assess DPE technology as a <br /> feasible remedial alternative for mitigating hydrocarbon-impacted soil The results of the feasibility <br /> test are as follows <br /> • The five-day DPE test produced vapor extraction flow rates ranging between 32 7 and <br /> 99 2 scfm, from MW-4 and SVE-1, and at vacuum pressures ranging between 5 5 to 25 <br /> inches of water column from MW-4 and SVE-1 <br /> • Based on the responding Induced vacuums up to 89 feet away, the calculated radii of <br /> influence for the test ranged between 46 7 feet and 89 2 feet <br /> • During the test approximately 544 3 pounds of TPHg, 19 5 pounds of benzene, and 440 <br /> pounds of MtBE were extracted from the soil beneath the site, as calculated from <br /> laboratory results and field FID readings that consistently exceeded 10,000 ppmv <br /> The test activities and findings were summarized In SECOR's report titled Interim Remediation/Multi- <br /> Phase Extraction Feasibility Test Report dated May 4, 2001 <br /> During July 2001, West Hazmat Drilling (West Hazmat) of Rancho Cordova, California advanced two <br /> soil borings and Installed five groundwater monitoring wells to further Investigate the lateral and <br /> vertical extent of petroleum hydrocarbons in soil and groundwater beneath the site Soil borings S8-1 <br /> and SB-2 were drilled to 80 feet and 78 feet bgs, respectively Wells MW-5 through MW-9 were <br /> �l completed at 40 feet bgs Results of the investigation indicated that the vertical extent of petroleum <br /> hydrocarbons including MtBE in soil was vertically defined beneath the site by deep borings SB-1 and <br /> SB-2, and off-site by the borings for wells MW-5, MW-7, and MW-8 The presence of MtBE in the <br /> deepest soil sample collected from the boring for well MW-6 (8 2 mg/kg) suggested that additional <br /> investigation for vertical off-site delineation was warranted Based on groundwater analytical results, <br /> SECOR concluded that the lateral extent of TPHg and benzene had been defined by wells MW-5 <br /> through MW-8, however the presence of MtBE in groundwater samples collected from well MW-6 <br /> and depth-discrete groundwater samples from boring SB-2 confirmed that further lateral and vertical <br /> delineation of the dissolved MtBE plume was required within these areas SECOR further <br /> concluded that the presence of TPHg and benzene In upgradient well MW-9 suggested that an <br /> additional source(s) of petroleum hydrocarbons might be present in the area Results of this <br /> investigation are documented In SECOR's Additional Site Assessment Report, dated November 9, <br /> 2001 ; <br /> 4 <br /> In the 3d Quarter 2001, LPH was discovered in wells SVE-1 and MW-4 Upon discovery, SECOR <br /> notified the SJCPHS and initiated weekly LPH removal SECOR performed weekly LPH removal until <br /> the LPH was no longer present (six weeks) <br /> In 2001, SECOR conducted a door-to-door survey of businesses and residences in the area to <br /> identify any water supply wells within a 500-foot radius of the site A questionnaire was supplied to <br /> those businesses or residences that could not be contacted first hand Based on review of verbal <br /> and written survey results returned to SECOR, there were no water supply wells confirmed within a <br /> 500-foot radius of the site According to the SJCEHD in a letter dated November 21, 2000, two water <br /> supply wells were documented in the vicinity of the site These water supply wells were located In the ; <br /> field, approximately 1/2 mile east of the site at the Stockton State Hospital, and approximately 2,000 <br /> feet northwest of the site, at the intersection of Wyandotte and Commerce Streets Results of the <br /> well survey are included in SECOR's report titled, Additional Site Assessment Report, dated <br /> November 9, 2001 <br /> 11ARC0149321Reportsvemedial well start-up doe <br />
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