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ARCHIVED REPORTS XR0011653
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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
Fields
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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Groundwater Investigation Report <br /> Country Club Drain System Project <br /> • City of Stockton Municipal Utilities Department <br /> October pg2003 <br /> e 2 <br /> ' Avenue along the east side of 1-5 its elevation drops into and below the groundwater table The storm <br /> drain line also passes between three known sites of groundwater contamination The three sites are <br /> ' The Shell gas station at 2575 Country Club Blvd <br /> The Exxon/USA gas station at 2705 Country Club Blvd <br /> The 7-11 gas station at 2725 Country Club Blvd <br /> ' Following the discovery of groundwater contamination along the storm drain, the storm drain <br /> replacement contractor (Kenko Contractor, Inc) retained Kleinfelder, Inc , (Meinfelder) to conduct soil <br /> ' and groundwater investigations near the intersection of Country Club Blvd and Plymouth Road, along <br /> Country Club Blvd between Franklin and Carlton Avenues, near the intersection of Country Club Blvd <br /> and Mission Road, and near the intersection of Country Club Blvd and Pershing Avenue Klcinfelder <br /> advanced CPT and Geoprobe borings at these locations and collected soil and groundwater samples <br /> ' There were no volatile organic compounds (VOCs) detected in the soil or samples collected in the area <br /> southeast of the Shell Oil Station (2575 Country Club Blvd) The samples collected by Kleinfelder were <br /> not collected from locations adjacent to the storm drain, and therefore provide a southeast boundary for <br /> MTBE, TBA, and tertiary-amyl methyl ether (TAME) impacted groundwater The storm drain along <br /> Country Club Blvd is located southwest of the Shell Oil site MTBE and TBA were also detected in <br /> samples collected from the other locations sampled during the Kleinfelder investigation <br /> 21 SMELL OIL SITE <br /> The Shell Oil site is located at 2575 Country Club Blvd , the northeast comer of Country Club Blvd and <br /> Plymouth Road (Figure 2, Appendix A) On December 7, 1994, San Joaquin County Environmental <br /> ' Health Department (SJCEHD) was notified that gasoline was released from USTs on the property An <br /> estimated 8,500 gallons of gasoline was discharged to the environment On May 1, 1995, four USTs were <br /> ' removed from the southeast corner of the site and approximately 1,400 cubic yards of contaminated soil <br /> were excavated from the tank pit Shell installed soil vapor extraction (SVE) and recovery wells at the <br /> site in order to conduct soil remediation and gasoline recovery The lateral and vertical extent of the <br /> gasoline contamination was characterized through soil sampling, CPT borings, and shallow and deep <br /> well installations A corrective action plan (CAP) was submitted to SJCEHD on February 13, 2003 The <br /> CAP presented a detailed summary of the site background and investigation history, as well as <br /> recommendations for remedial actions Currently, Shell utilizes 14 wells (seven offsite and seven onsite) <br /> (11 shallow, two deep, and one groundwater extraction well)for site monitoring and remediation <br /> The shallow subsurface geology encountered during soil boring installation activities consisted of clay, <br /> silt, and silty sand to approximately 25 feet bgs Groundwater was first encountered between 10 and 16 <br /> feet bgs The groundwater flow direction ranges from southwest to northeast, with the primary flow <br /> direction to the southwest A cone of depression exists around RW-1A due to groundwater extraction <br /> from this well, influencing the groundwater flow gradient and direction at the site The groundwater <br /> elevation at this site can fluctuate within a two-foot range, with the highest elevations in the spring and <br /> lowest elevations in the fall The groundwater elevation in MW-8 (Shell Oil monitoring well closest to <br /> the storm drain) during the Kleinfelder groundwater investigation (April 2003) was -7 64 feet mean sea <br /> level (ms], 8 71 feet bgs) In October 2002, the groundwater elevation in MW-8 was -8 85 feet msl (9 92 <br /> feet bgs) <br /> 1 Groundwater monitoring is currently being conducted quarterly at this site in some, but not all of the <br /> wells Quarterly groundwater samples are analyzed for total petroleum hydrocarbons quantified as <br /> • gasoline (TPH-G), benzene, toluene, ethyl benzene, total xylenes (BTEX), and MTBE Shell is required <br /> �� CONDOR <br />
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