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Records Center UST Closure In-Place and Soil Sampling Report <br /> April 20,2012 <br /> Page-2- <br /> soil was impacted by TPH-G, and to a lesser extent, by toluene, ethyl benzene, and xylenes.. Metal <br /> analyses results were typical of background metals concentrations for this area of Stockton. Condor <br /> recommended that the UST be removed. <br /> Condor prepared the Underground Storage Tank Removal Work Plan dated January 11, 2012 and <br /> submitted the work plan to the City of Stockton Fire Department Fire Prevention Division(FPD)and the <br /> San Joaquin County Environmental Health Department(SJCEHD) for approval along with an application <br /> for an underground storage tank removal permit. The work plan and permit application were approved in <br /> a letter from SJCEHD dated February 29, 2012. The work plan approvals are included in Appendix B. <br /> Prior to implementation of the work plan is was determined that the close proximity of the tank to an <br /> active natural gas line, electrical line and the close proximity of the warehouse wall foundation would <br /> make full removal of the UST challenging. Condor recommended closure in-place in the Revised <br /> Underground Storage Tank Removal Work Plan dated March 20, 2012 and submitted the work plan to <br /> the SJCEHD for approval. <br /> 3.0 UNDERGROUND STORAGE TANK CLOSURE IN-PLACE <br /> On March 29, 2012,. Condor and Jim Thorpe Oil excavated and exposed one single-walled steel UST and <br /> associated product piping at the Site. The location of the UST, and product piping are shown in Figure 3, <br /> Appendix A. A Condor representative was on Site to make field observations and collect soil samples <br /> following the removal activities. Jeffery Wong of the SJCEHD and Tim Salladay of the City Of Stockton <br /> Fire Department Fire Prevention Division (FPD) were on Site to observe the UST closure activities and <br /> to specify soil sampling locations. <br /> The UST was exposed in an excavation in the southeast corner of the driveway entrance to the parking <br /> garage at the Site (Figure 3, Appen ix A). The UST excavation was approximately 8 feet by 7 feet and <br /> three to six feet deep. The native Soil observed in the excavation consisted of reddish brown, slightly <br /> moist, stiff, lean clay. Soil above and around the UST was observed to be poorly graded sand from the <br /> ground surface to approximately five feet bgs. The sand was also found in a conical pile inside the UST. <br /> The presence and location of the Sand indicated that the UST have been previously abandoned. No <br /> petroleum hydrocarbon staining of soil was observed in the sidewalls of the excavation. <br /> The top of the UST was two and a It if feet bgs, four feet in length, had a diameter of approximately four <br /> feet. The bottom of the tank appeare to be at six and a half feet bgs. The UST was a 375-gallon capacity, <br /> single-walled steel tank. Observatio of the exterior of the UST indicated that the UST appeared to be in <br /> good condition with no visible hol s or cracks. The piping that would have risen to the surface and <br /> dispenser had been removed and the pipe plugged with a metal fitting. The vent piping had been left <br /> connected and in place. The fill piping had been removed and left open. The UST had obvious rust <br /> corrosion, but was sound when struck with a hammer to remove loose soil and rust prior to painting the <br /> tank number on the side with orange paint. The tank was numbered 39-0520449 as specified by SJCEHD. <br /> 4.0 SOIL SAMPLING <br /> Prior to abandonment of the UST, soil samples were collected from locations selected by the SJCEHD <br /> and Condor. A hand-auger was used to excavate an angled access hole from near the side of the UST to <br /> below the UST. Soil samples 5960 -W-8 and 596013-E-8 were collected from the western and eastern <br /> end of the UST, respectively, at a depth of approximately eight feet bgs, or approximately one and half <br /> feet below the UST. The hand Auger was then used to advance the boring approximately two feet deeper. <br /> Soil samples 596013-W-10 and 5960B-E-10 were collected from the western and eastern ends of the UST, <br /> n <br /> �(� COND( <br />