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ARCHIVED REPORTS XR0006654
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2900 - Site Mitigation Program
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PR0505513
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ARCHIVED REPORTS XR0006654
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Last modified
6/21/2019 10:08:36 AM
Creation date
6/21/2019 9:16:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006654
RECORD_ID
PR0505513
PE
2950
FACILITY_ID
FA0006438
FACILITY_NAME
United # 5446
STREET_NUMBER
1403
Direction
W
STREET_NAME
COUNTRY CLUB
STREET_TYPE
BLVD
City
STOCKTON
Zip
95204
APN
12323246
CURRENT_STATUS
02
SITE_LOCATION
1403 W COUNTRY CLUB BLVD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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S E C ® R <br /> a <br /> alternative for this site (SECOR, Dual Phase Extraction Summary Report, February <br /> 2002) <br /> On April 23, 2002, the SJCEHD expressed concern with high concentrations of tertiary <br /> butyl alcohol (TBA) in wells MW-3 and MW-7 On May 9, 2002, GRI confirmed the <br /> presence of high concentrations of TBA in the wells (over 200,000 µg/L), and attributed <br /> the raised concentrations to MtBE metabolism In correspondence dated July 22, 2002, <br /> the SJCEHD required that the groundwater samples from wells MW-3 and MW-7 be <br /> analyzed for the full scan of analytes by EPA Method 8260 According to the SJEHD, <br /> other degradation constituents are likely present if MtBE metabolism is occurring in the <br /> areas of wells MW-3 and MW-7 GRI began sampling MW-3 and MW-7 for the full scan <br /> of analytes by EPA Method 8260 during the first quarter 2003 <br /> In December 2002, GRE oversaw the installation of groundwater monitoring wells MW-12 <br /> and MW-13, the installation of 10 sparge points (SP-A through SP-H, SP-J, and SP-K) <br /> completed at a depth of 30 feet bgs, and drilled two additional CPT probes (CPT-2 and <br /> CPT-3) to a maximum depth of 140 feet bgs The CPT rig was equipped with an on- <br /> board computer system that provided a real time analysis of the subsurface conditions <br /> The CPT device created a lithologic log of the boring by comparing the CPT tip <br /> resistance to sleeve friction on the CPT cone TPHg and benzene, toluene, <br /> ethylbenzene, and xylene (BTEX) constituents were not detected above laboratory <br /> method reporting limits in the CPT groundwater samples MtBE and methanol were <br /> • detected in the 75-foot groundwater sample from CPT-2 at concentrations of 2 0 and <br /> 2,700 ppb, respectively MtBE was detected in the 100-foot groundwater sample from <br /> CPT-3 at a concentration of 6 8 ppb MtBE and TBA were detected in the 125-foot <br /> sample from CPT-3 at concentrations of 290 and 88 ppb, respectively (GRI, <br /> Groundwater Monitoring Well, CPT, and Ozone Microsparge System Installation Report, <br /> May, 2003) <br /> An ozone sparge (OS) system was installed, connected to the sparge wells, and was <br /> brought on-line on December 20, 2002 by GRI Operation of the OS system is currently <br /> ongoing and consists of a K-V Associates (KVA) "C-Sparge" ozone microsparging <br /> system that cycles a mixture of ozone and air into each sparge point for five to 15 minute <br /> periods, approximately 16 times per day (GRI, Groundwater Monitonng Well, CPT, and <br /> Ozone Mfcrosparge System Installation Report, May, 2003) <br /> Groundwater from the site wells has been monitored and sampled since 1990 <br /> SENSITIVE RECEPTORS <br /> A water supply well survey was performed in 1989 indicated the presence of one private <br /> water supply well located approximately 900 feet from the site (direction unknown), and <br /> one public water supply well located 1,100 feet northwest of the site <br /> 4 <br /> In April 2001, GRI conducted a well search and sensitive receptor survey (SRS) within a <br /> Xz-mile radius of the site Based on the available data supplied by the California <br /> Department of Water Resources (DWR), three municipal wells were identified within the , <br /> • '/z-mile radius of the study area The closest well was located approximately 1,000 feet " A <br /> north-northwest of the site A 500-foot radius, door-to-door SRS was also conducted, <br /> 1 1ConocoPhilhps%Retaii Sites1111921QSSR120051102005 QSSR and QRPS doc <br />
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