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PR0508043
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Last modified
5/27/2021 2:02:02 AM
Creation date
5/24/2021 4:13:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0508043
PE
2960
FACILITY_ID
FA0007905
FACILITY_NAME
CHEVRON PIPELINES
STREET_NUMBER
35500
STREET_NAME
WELTY
STREET_TYPE
RD
City
VERNALIS
Zip
95385
APN
25526003
CURRENT_STATUS
01
SITE_LOCATION
35500 WELTY RD
P_LOCATION
99
QC Status
Approved
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EHD - Public
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Mr.M. Scott Mansholt—CEMC <br /> Annual 2009 Groundwater Monitoring and Sampling Report April 3,2009 <br /> US Can-Welty Road Page 4 of 5 <br /> GROUNDWATER ANALYTICAL RESULTS <br /> The groundwater samples from MW-3 were analyzed for the following constituents of <br /> potential concern: <br /> • Total petroleum hydrocarbons quantified as diesel (TPHd; Clo—C25)using U.S. <br /> Environmental Protection Agency(EPA)Method 8015B, and TPHd with silica- <br /> gel preparation for samples with detectable concentrations of TPHd using EPA <br /> Method 8015B; and <br /> • Polynuclear aromatic hydrocarbons (PAHs)using EPA Method 8270C with large- <br /> volume injection. <br /> Tables 2 and 3 summarize the groundwater analytical results, and compare them with the <br /> RWQCB Region 2 Environmental Screening Levels (ESLs) and the numerical State <br /> Water Quality Objectives (WQOs)3. Results exceeding the most conservative ESL or <br /> WQO are highlighted in bold in the tables. Analyte detection limits were elevated for the <br /> PAHs due to matrix interference. The groundwater sample from MW-3 had a TPHd <br /> detection of 3,000 micrograms per liter(gg/L), with a detection of 1,800 gg/L after <br /> silica-gel cleanup, and a chrysene detection of 0.97 µg/L. A duplicate sample from <br /> MW-3 also reported the following PAHs exceeding their respective screening levels: <br /> benzo(a)anthracene at 0.038 gg/L, chrysene at 1.0 µg/L, and pyrene at 2.3 gg/L. A <br /> petroleum-hydrocarbon distribution map is shown on Figure 4. The laboratory analytical <br /> report and data usability summary, as well as details regarding data qualifiers, are <br /> provided as Attachment C. <br /> QUARTERLY OIL-ABSORBENT (OLEOPHILIC) SOCK REPLACEMENT <br /> Oleophilic socks were installed in MW-1 (due to the presence of SPO) and MW-2 (due to <br /> petroleum odor) in 2005. The socks were monitored and replaced as necessary on a <br /> quarterly basis until August 2007, when monitoring and replacement was reduced from a <br /> quarterly basis to an annual event with the concurrence of the RWQCB. The oleophilic <br /> sock in MW-1 was replaced during the February 2009 event. The weight of the removed <br /> sock was 8 ounces, and a calculated volume of 0.06 gallon of SPO was removed from <br /> MW-1. The sock in MW-2 exhibited no staining from SPO, so it was not changed. A <br /> total of approximately 0.51 gallon of SPO has been removed since June 1999 from <br /> MW-1 and MW-2. SPO has not been detected in the other site wells. A summary of <br /> SPO thickness measurements is included in Table 1. <br /> 3. The ESLs(provided as a reference)are a tool based on conservative standard exposure factors for initial human <br /> health and the environment screening-level evaluations of analytical results. The WQOs are defined by the <br /> Porter-Cologne Act as"the levels or limits of water quality constituents or characteristics which are established <br /> for the reasonable protection of beneficial uses of water or the prevention of nuisance within a specific area." <br />
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