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ARCHIVED REPORTS XR0011653
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2900 - Site Mitigation Program
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PR0521409
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ARCHIVED REPORTS XR0011653
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Entry Properties
Last modified
6/20/2019 1:50:13 PM
Creation date
6/20/2019 11:46:36 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011653
RECORD_ID
PR0521409
PE
2950
FACILITY_ID
FA0014531
FACILITY_NAME
PLYMOUTH ROAD STORM DRAIN PROJECT
STREET_NUMBER
0
STREET_NAME
COUNTRY CLUB
STREET_TYPE
BLVD
City
STOCKTON
Zip
95204
CURRENT_STATUS
01
SITE_LOCATION
0 COUNTRY CLUB BLVD
QC Status
Approved
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1 Groundwater Investigation Report <br /> Country Club Dram System Project <br /> City of Stockton Municipal Utilities Department <br /> October 2 2003 <br /> Page 7 <br /> 1 vicinity of the Shell Oil site BTEX constituents were not detected at or above the laboratory reported <br /> detection limit in any of the groundwater samples TAME was detected in one sample (GP4) west of the <br /> Shell Oil site at a concentration of 34 µg/L MTBE was detected in 11 of the 15 samples at <br /> ' concentrations ranging from 1 1 to 3,400 µg1L The highest concentrations of MTBE were detected in <br /> samples collected in the vicinity of the Shell Oil site Groundwater sample analytical results are <br /> presented in Table 3, below Copies of the laboratory analytical reports and chain-of-custody forms are <br /> Ilocated in Appendix B <br /> Table 3—Groundwater Analytical Results <br /> 1 TBA MTBE TAME Benzene Toluene Total Ethyl Comments <br /> Xylenes Benzene <br /> Sample Number pg/L µglL Ng/L pg/L µg/L pg/L lig/L <br /> I <br /> 4176A-GP-1-09/17/03 <5 0 <0 5 <0 5 <0 5 <0 5 <l 0 <0 5 Upgradient of Shell Oil Site <br /> 4176A-GP-2-09117103 <5 0 48 <0 5 <0 5 <0 5 <1 0 <0 5 Crossgradient of Shell Oil Site <br /> 4176A-GP-3-09/17103 <5 0 <0 5 <0 5 <0 5 <0 5 <1 0 <0 5 Crossgradient of Shell Oil Site <br /> 4176A-GP-4-09117103 <5 0 3,400 34 <0 5 <0 5 <1 0 <0 5 Downgradient of Shell Oil Site <br /> I 4176A-GP-5-09117103 <5 0 5 5 <0 5 <0 5 <0 5 <1 0 <0 5 Downgradient of Shell Oil Site <br /> 4176A-GP-6-09117103 <5 0 26 <0 5 <0 5 <0 5 <1 0 <0 5 Downgradient of Shell Oil Site <br /> 4176A GP-7-09/17103 <5 0 1 1 <0 5 <0 5 <0 5 <1 0 <0 5 South end of Plymouth Road <br /> 4176A-GP-8-09/17103 <5 0 5 7 <0 5 <0 5 <0 5 <l 0 <0 5 South end of Plymouth Road <br /> 4176A GP-9-09124103 <5 0 11 <05 <0 5 <0 5 <l 0 <0 5 Downgradient of Shell Oil Site <br /> 4176A-GP-10-09124103 600 2 2 <0 5 <0 5 <0 5 <l 0 <0 5 Crossgradient of Shell Oil Site <br /> 4176A-GP-I1-09124103 52 21 <0 5 <0 5 <0 5 <1 0 <0 5 Down radient of Shell Oil Site <br /> 4176A-GP-12-09/24103 <5 0 <0 5 <0 5 <0 5 <0 5 <1 0 <0 5 Downgradient of Exxon Site <br /> ' 4176A-GP-13-09124103 <5 0 16 <0 5 <0 5 <0 5 <1 0 <0 5 Downgradient of Exxon Site <br /> 4176A-GP-14-09124/03 <5 0 <0 5 <0 5 <0 5 <0 5 <l 0 <0 5 Downgradient of Exxon Site <br /> 4176A-GP-15-09/24103 <5 0 3 6 <0 5 1 <05 <0 5 1 <10 I <0 5 Downgradient of Exxon Site <br /> ' hg/L nucrogram per liter,parts per billion <br /> TBA tertiary butanol MTBE methyl tertiary-butyl ether TAME tertiary-amyl methyl ether <br /> I <br /> 5 0 DISCUSSION OF GEOPROBE RESULTS <br /> Condor observed the advancement of 15 borings in the vicinity of Country Club Blvd and Plymouth <br /> Road to identify potential sources of contamination (primarily additives/oxygenates) that have impacted <br /> the City of Stockton MUD storm drain system The results show that MTBE was detected in 11 of the 15 <br /> samples collected, TBA was detected in two samples, and TAME was detected in one sample There <br /> were two detections of MTBE downgradient of the Exxon Mobil site, with the remaining detections <br /> crossgradient or downgradient of the Shell Oil site TAME and TBA were detected at locations <br /> ' crossgradient and downgradient of the Shell Oil site The highest concentration of MTBE and the only <br /> detection of TAME were detected in GP-4, downgradient of the Shell Oil site The highest concentration <br /> of TBA was detected in GP-10,crossgradient of the Shell Oil site <br /> ' 6.0 STORM DRAIN VIDEO SURVEILLANCE RESULTS <br /> On October 2, 2003, Cal Sierra Construction conducted a video surveillance of the storm drain along <br /> Plymouth Road A total of 206 3 feet of the storm drain was surveyed with a specially-equipped video <br /> camera The storm drains were surveyed by plugging sections of the drain, pumping out the existing <br /> water, and then conducting a video surveillance of the drain Based on visual inspection, the storm drains <br /> that run west of GP-1 and west of Plymouth Road, along Country Club Blvd , are above the water table, <br /> and thus the drains were dry What appeared to be open or offset points were observed at several places <br /> . along the drain Staining was observed at the locations identified as having offset joints, indicating <br /> ' �� CONDOR <br />
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