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SITE INFORMATION AND CORRESPONDENCE
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Last modified
3/30/2020 11:50:21 AM
Creation date
3/30/2020 11:19:42 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0009171
PE
2960
FACILITY_ID
FA0004011
FACILITY_NAME
PORT OF STOCKTON-FUEL TERMINAL
STREET_NUMBER
0
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95203
CURRENT_STATUS
01
SITE_LOCATION
NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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Stantec • <br /> April 13, 2009 <br /> Page 8 of 13 <br /> Reference: Response to RWQCB March 11, 2009 Letter <br /> samples. The method used was to construct the wells with a sand pack placed in the annular <br /> space to just above the screen followed by a one to two foot-thick bentonite pellet seal placed <br /> over the sand pack. The wells were purged until turbidity cleared prior to collecting the grab <br /> sample. On October 3, 2008, groundwater samples were originally collected from 145 feet bgs <br /> and 155 feet bgs. Stantec subsequently learned that these temporary wells were not <br /> constructed with the bentonite seal necessary to avoid drawing into the casing water from the <br /> overlying borehole water column. This rendered the analytical data suspect. Following <br /> collection of the 160-foot sample, bentonite pellets were placed to a depth of 155 feet bgs and <br /> allowed to set and seal off the bottom of the borehole, another temporary well was correctly <br /> constructed in the 150 to 155-foot depth interval and grab sample 155A was collected following <br /> adequate purging. The same process was used to collect grab sample 145A. After sample <br /> 145A was collected, bentonite pellets were placed in the bottom of the borehole to a depth of <br /> approximately 111 feet bgs and allowed to set and seal off the bottom of the borehole. Well <br /> TS/MW-3D was constructed. Because of the suspect nature of the initial analytical results from <br /> 145 and 155 feet bgs, the data was not included on Table 2 of the Assessment Report. A <br /> revised Table 2 is included in Attachment 2. <br /> 7 We concur with the terms of the Revised Contingency Plan. The section on <br /> Page 3 entitled Contingency Plan Language makes implementation contingent on <br /> confirmation from a monitored natural attenuation (MNA) study that natural <br /> biodegradation will not occur at a rate sufficient to destroy remaining petroleum <br /> hydrocarbons and MTBE downgradient of the A and B zone ozone sparge <br /> systems. After unsuccessfully attempting to locate the results of this MNA study, <br /> Regional Water Board contacted Stantec personnel who stated that the MNA study <br /> had already been conducted back in 2004 or 2005. An email correspondence in <br /> our file from about April 2004 discusses evaluating baseline data in anticipation <br /> of conducting the nitrate-sulfate injection, enhanced bioremediation pilot study at <br /> the BP property in 2005. Therefore, in the event that the Contingency Plan has to <br /> be implemented in the future, STTC's decision to proceed with the nitrate-sulfate <br /> injections serves as confirmation that the STTC and the Regional Water Board <br /> have reached a consensus that natural biodegradation is not occurring at a rate <br /> sufficient to destroy remaining petroleum hydrocarbons. <br /> A few points of clarification are appropriate. When Stantec was contacted by the <br /> RWQCB regarding the referenced MNA study, the author informed the RWQCB that the <br /> study, if already performed, would have been completed prior to his arrival at Stantec <br /> (formerly SECOR). Stantec indicated that based on references to the proposed MNA <br /> study in historical documents from around the date of the original contingency plan, the <br /> study would likely have been performed in 2004 or early 2005. The enhanced <br /> bioremediation pilot study referenced above was conducted by URS Corporation (URS) <br /> on behalf of Atlantic Richfield Company in May 26 through September 29, 2004 with <br /> approximately one year of subsequent evaluation monitoring. The results of the study <br /> were presented to the RWQCB in the September 28, 2008 URS Pilot Study Evaluation <br /> Report. It is noteworthy that the pilot study and its results are not germane to the <br /> referenced MNA rates downgradient of the ozone injection array, which are the MNA <br /> rates relevant to the implementation criteria in the Contingency Plan. The pilot study <br /> I:\STTC-Stockton\Reports\Response to Comments\RWQCB Letter 311-09\STTC Response to RWQCB 3-11-09 Letter Final.doc <br />
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