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SITE INFORMATION AND CORRESPONDENCE_2001-2018
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SITE INFORMATION AND CORRESPONDENCE_2001-2018
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Last modified
4/9/2020 8:57:17 AM
Creation date
3/30/2020 1:29:30 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
2001-2018
RECORD_ID
PR0009241
PE
2960
FACILITY_ID
FA0004015
FACILITY_NAME
SHELL OIL (STOCKTON PLANT)
STREET_NUMBER
3515
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
16203002
CURRENT_STATUS
01
SITE_LOCATION
3515 NAVY DR
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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Jeff Whitworth • -3 - • 14 September 2007 <br /> Shell Stockton Terminal <br /> SA with additional costs for more than one SA pilot tests. Based on the differences in soil <br /> types underlying each SA, as well as the variability in contaminant concentrations, the <br /> Regional Water Board staff believes that pilot testing in all three SAs will be necessary to <br /> obtain accurate remedial technology data. Please either revise the WP-FS to specify pilot <br /> testing in all three SA or provide the rationale to justify that pilot testing at one SA will <br /> provide representative pilot study data. <br /> 4. We do not concur with Shell's proposal to use Region 2's ESLs or Risk-Based Corrective <br /> Action (RBCA) to establish site-specific cleanup levels. In the Central Valley Region, as <br /> described in the Basin Plan, cleanup levels for groundwater are required to be consistent <br /> with State Water Resources Control Board (State Water Board) Resolution No. 68-16 (the <br /> antidegradation policy) and State Water Board Resolution No. 92-49. Based on these <br /> resolutions and the Basin Plan, cleanup levels for groundwater are background <br /> concentrations. If background is not technically or economically feasible to achieve, <br /> cleanup levels must be consistent with WQOs. Soil cleanup levels are those levels which <br /> will not degrade groundwater quality and may be determined by use of the Designated <br /> Level Methodology. <br /> 5. We concur with Shell's proposal to discharge the treated DPE effluent to the vacant lot <br /> north of the facility, if Shell enrolls in Order No. R5-2003-0044 and meets all the <br /> requirements of that Order. We agree that implementation of this disposal method will <br /> depend the results of infiltration testing to determine capacity of the soil in this area. <br /> However, we are concerned about break-through of TBA occurring in the treatment <br /> system. If Shell uses this option, Shell will need to ensure the TBA in the treatment system <br /> effluent meets permit limits. <br /> 6. We concur that additional groundwater data are needed to assess the extent of pollution in <br /> the deeper zone and to determine whether the downward vertical gradient is resulting in <br /> the downward migration of the plume. However, if pollutants are detected in the deeper <br /> zone, an accurate assessment of their extents will require monitoring well installation. The <br /> WP-FS needs to be revised to specify that monitoring wells will be installed where grab <br /> groundwater samples show that pollution is present in the deep zone. To prevent cross- <br /> contamination of deeper zone, dual wall geoprobe borings should be used to complete the <br /> exploratory borings, and the wells should be completed using conductor casing. <br /> 7. We do not concur that the southwestern edge of the plume is an appropriate location for <br /> the four proposed deep borings and/or monitoring wells. The stated purpose of these <br /> borings is "to assess the presence and extent of TPHd, TBA and DIPE" in the deeper zone <br /> near DW-2, but the proposed borings are distant from DW-2. A single boring advanced <br /> downgradient of DW-2 will be sufficient to address this data gap. If pollution is <br /> encountered, this boring should be converted into a monitoring well. Additional wells may <br /> be needed to further define the extent of pollution. <br /> The other three borings should be located at the three SAs to (1) determine the vertical <br /> extent of pollution in these areas and (2) evaluate whether a DPE system designed for the <br /> shallow zone could effectively address pollution in the deep zones. These borings should <br /> The Designated Level Methodology for Waste Classification and Cleanup Level Determination,California Regional Water <br /> Quality Control Board Central Valley Region,Updated June 1989. <br />
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