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PR0508043
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Last modified
5/24/2021 11:19:37 AM
Creation date
5/24/2021 10:29:31 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4800 – General/Other 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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No Further Action Required Request Report <br /> US Can—Welty Road September 24,2013 <br /> 3.1 NO FURTHER ACTION REQUEST FOR CASES EXCEEDING WATER <br /> QUALITY OBJECTIVES <br /> A narrative response follows to address each numbered item in section 6.5 of the Tri-Regional <br /> Recommendations. <br /> 1. Demonstrate that the plume is stable with either an overall annual decrease in size or an <br /> annual decrease in contaminant concentration trend <br /> The Site consists of three areas of affected soil encompassed within a larger area of affected <br /> groundwater. The residual weathered crude-oil hydrocarbons in the subsurface are not very <br /> mobile. Crude oil is composed of long hydrocarbon chain lengths,and is therefore slow to <br /> degrade. The former OVP and TAOC systems were decommissioned at least 40 years ago. <br /> Therefore,the residual hydrocarbons at the Site have been present at least 40 years, and the <br /> extent of hydrocarbons in the subsurface is certainly decreasing. <br /> Groundwater monitoring was conducted at the Site between 1996 and 2009. Monitoring wells <br /> MW-1 and MW-2, located within the Area 2 and Area 3 hydrocarbon-affected soil plumes, <br /> respectively,were rarely sampled due to the presence of separate phase oil (SPO). MW-3, <br /> located between affected soil plume Areas 1 and 2, had detections of TPH as diesel (TPHd), <br /> ranging from<50 micrograms per liter(gg/L) to 6,700 µg/L; fluctuations in TPHd <br /> concentrations appear to be inversely proportional to changes in groundwater elevation. MW-4 <br /> and MW-5, located up gradient(southwest) and down gradient(northeast), respectively, of <br /> hydrocarbon-affected media did not have any detections of TPHd or PAHs above environmental <br /> screening levels. <br /> Significant changes in groundwater plume size or COPC concentrations would not be expected <br /> on a quarterly, semi-annual, or even an annual basis. Plume size and current COPC <br /> concentrations at the Site are believed to be less than levels recorded during the SAIC <br /> investigations due to natural attenuation of the residual hydrocarbons. Affected groundwater is <br /> anticipated to remain localized as it slowly and naturally attenuates to TPH concentrations less <br /> than applicable WQOs. <br /> 2. Calculations or modeling results, including monitoring verification of'modcl conclusions, <br /> which show when WQOs are predicted to be achieved. <br /> SAIC did not perform calculations or modeling to predict when WQOs would be achieved. <br /> Meaningful modeling that predicts when the WQOs would be obtained cannot be performed <br /> because initial concentrations are unknown. Residual weathered crude oil at the Site is relatively <br /> immobile. Natural attenuation will continue to remove hydrocarbons from the subsurface; <br /> however,natural attenuation will occur at a relatively slow rate. As a result, concentrations of <br /> the COPCs in groundwater are expected to be stable or declining. Current or future uses of the <br /> affected groundwater are not anticipated, as described in the response to Item 3. <br /> 3. Verification that there are no current or anticipated uses of the impaired water within the <br /> timeframe projected to meet WQOs. Institutional controls may be needed to prevent such <br /> use if this period is not sufficiently short. <br /> SAIC performed a California Department of Water Resources (DWR)well search in 2010 and a <br /> supplemental well search in 2012. Eight water-supply wells were identified within or proximal <br /> to a 2,000-foot radius of the Site(Figure 1 and Table 2). Based on review of the DWR Water <br /> 4 SAIE <br />
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