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PR0009275
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
1/7/2020 2:58:37 PM
Creation date
1/7/2020 2:10:04 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0009275
PE
2960
FACILITY_ID
FA0004014
FACILITY_NAME
VALERO ENEREGY CORP/NUSTAR ENERGY
STREET_NUMBER
3505
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95203
APN
16203003
CURRENT_STATUS
01
SITE_LOCATION
3505 NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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Ms. Shelby Lathrop - 2 - 30 July 2010 <br /> Former Tosco Bulk Terminal No. 1 uU13 <br /> the site-specific risk-based cleanup goals for groundwater that will be determined through <br /> proposed risk modeling. <br /> Our comments are presented below. <br /> 1. Conceptually, Central Valley Water Board staff believes the plan presented in the RAP <br /> Addendum merits consideration. However, the Site is owned by Nustar, not ConocoPhillips, <br /> and the pollutant plume flows to the west and south of the Site onto property owned by the <br /> Port of Stockton. The Port of Stockton and NuStar are copied this letter, and their opinions <br /> will be solicited to determine if they are amenable to the cleanup strategy proposed by <br /> ConocoPhillips and incorporating revisions by Water Board staff. <br /> 2. The main COC at this site is TBA. The vertical extent of the TBA plume is defined by the <br /> concentrations in 70-foot well, MW-19C. The lateral extent is defined to the north, east, and <br /> south by MW-4, MW-3, and MW-20, respectively. The TBA plume is not defined to the west. <br /> The asymptotic concentrations of TSA and other COCs suggest that the groundwater <br /> cleanup may have reached the limits of technical feasibility. The Fourth Edition of the Water <br /> Quality Control Plan for the Sacramento River and San Joaquin River Basins (Basin Plan) <br /> on page IV-19.00, Section 9g addresses groundwater cleanup levels. This section states <br /> that cleanup levels shall be based on (1) background concentrations, (2) applicable water <br /> quality objectives (WQOs), (3) concentrations that do not pose a significant risk to human <br /> health or the environment and (4) the technologic and economic feasibility of attaining <br /> background concentrations and of attaining concentrations lower than defined by (2) and (3). <br /> Therefore, in accordance with the Basin Plan and with the concurrence of the landowners, <br /> Central Valley Water Board staff is willing to concur with ConocoPhillips' proposal to conduct <br /> risk based modeling to determine the appropriate site specific cleanup levels, as long as the <br /> CDCs are sufficiently stable after the termination of oxygen injections at the end of 2010. <br /> 3. The Basin Plan designates all groundwater in the region as a potentially suitable resource <br /> for municipal/domestic (MUN), agricultural (AGR), and industrial supply (IND/PRO) <br /> beneficial uses (BU). State Water Board Resolution No. 88-63 includes exceptions to the <br /> MUN BU designation, including (1) groundwater that contains TDS in excess of 3,000 mg/L, <br /> (2) aquifers that yield less than 200 gallons per day, and (3) groundwater that cannot <br /> reasonably be treated for domestic use by best economically achievable treatment <br /> practices. However, these exceptions may only be implemented through a Basin Plan <br /> amendment to de-designate the MUN BU from a particular groundwater basin. <br /> 4. It is not clear how COC or the so-called "drinking water quality constituent" data obtained <br /> from MW-10 and MW-6 would be applicable to the proposed cleanup strategy. Our review of <br /> Geotracker shows that groundwater monitoring data for these wells dating back to the early <br /> 1990s has consistently been non-detect (ND) for CDCs, including TBA. If these data were <br /> representative of Site conditions, then a risk assessment would not be necessary. In <br /> addition, the parameters listed on Page 2 of the RAP Addendum are not applicable for <br /> determining the MUN BU of an aquifer. Therefore, monitoring for these drinking water <br /> quality constituents in these two or any other Site wells is unnecessary. <br /> The highest concentrations of COCs are present in MW-2, MW-11, MW-16, MW1713, <br /> MW18C, MW-20 and MW-21 B. During the first quarter of 2010, TBA concentrations in these <br />
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