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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
Fields
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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MEMORANDUM <br /> K <br /> CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD - CENTRAL VALLEY REGION <br /> 3443 Routier Road, Suite A Phone: (916) 361-5600 ' <br /> Sacramento, CA 95827-3098 ATSS Phone: 8-495-5600 <br /> TO: Wendy L. Cohen FROM: Philip S. Isorena k <br /> Senior Engineer Associate Engineer <br /> 3 <br /> DATE: 7 April 1993 SIGNATURE: <br /> JJib <br /> M` <br /> SUBJECT: PROBLEM ASSESSMENT REPORT REVIEW, BP OIL COMPANY, STOCKTON TERMINAL, SAN <br /> JOAQUIN COUNTY <br /> I have reviewed RESNA's 29 March 1993 problem assessment report for the BP Oil Bulk <br /> Fuel Terminal in Stockton. My comments follow. <br /> 1. Figures and tables were interspersed with the text instead of being placed in <br /> the appendix. This made reading and referencing to the figures and tables , <br /> cumbersome. <br /> :r <br /> 2. The objective of the investigation was to define the lateral and vertical <br /> extent of soil and ground water contamination. The report did not state if <br /> this objective was achieved. <br /> 3. Soil and ground water analytical results were merely presented but not <br /> interpreted. For example, the significance of detecting benzene and TP.HG, <br /> albeit at low levels, at SB-9 and MW-9, respectively, was not stated. SB-9 and <br /> MW-9 are hydraulically downgradient from MW-2 and MW-1 , respectively. <br /> Furthermore, the report did not discuss the approximately 20-fold increase in <br /> benzene concentration at MW-2 between the December 1992 and March 1993 sampling F" <br /> events. In fact, this trend is also apparent in MWs 1-4 yet no explanation was <br /> provided. <br /> 4. The report states that historically the direction of ground water flow has been <br /> to the southwest and west. The March 1993 ground water contour map confirms <br /> the westerly component of the flow but it also shows a slight northwesterly <br /> flow from MW-3 to MW-8 (see attached Figure 5). In the vicinity of MW-4 the <br /> ground water flow is to the west. Nonetheless, MW-7 was placed cross-gradient ftJ <br /> from MW-4. In the vicinity of MW-9 the ground water flows almost directly <br /> north towards MW-1 thence to MW-8. However, if the predominant flow is <br /> southwest and west, there is no well downgradient of MW-1. MWs 8 and 9 are <br /> unlikely to catch the ground water flowing in the direction of MW 1. A well <br /> placed at SB-7 or in its immediate vicinity would have fulfilled this need. <br /> 5. Recommendations for future course of actions were not included in the report. <br />
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