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SITE INFORMATION AND CORRESPONDENCE
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0505070
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
1/17/2020 5:16:15 PM
Creation date
1/17/2020 3:34:30 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0505070
PE
2960
FACILITY_ID
FA0006510
FACILITY_NAME
CHEVRON PIPELINE
STREET_NUMBER
0
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
214-020-10
CURRENT_STATUS
01
SITE_LOCATION
GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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Antonia K. J. Vorster 3 �) 28 November 1989 <br /> a location with negative TVH levels, and consider locating wells based upon the <br /> results of the soil vapor survey. <br /> 5) Prior to the purging of the wells, the ground water table should be inspected <br /> for the presence of a floating layer of product. The thickness of this layer, <br /> if present, should be measured. <br /> 6) Attached is an internal memorandum regarding the presence of hydrocarbons in <br /> the shallow ground water approximately one mile east of the Tracy Orchard site <br /> (See Figure 1) . The Tracy Orchard investigation should be expanded to evaluate <br /> if the Chevron pipeline leak is the source of the hydrocarbon contamination <br /> identified in this memorandum. <br /> The most likely pathway for contaminant migration, to this off-site area, are <br /> the granular backfilled trenches in which the utilities, including the Chevron <br /> pipeline, are buried. Information on the types of utilities buried within the <br /> Grant Line Road right-of-way, their total depths, backfill materials, and the <br /> . dimensions of the backfilled trenches, should be collected. The details of the <br /> pipeline leak (i .e. , duration, depth, product type) , soil cleanup activities, <br /> and the depth to shallow ground water should all be considered, in conjunction <br /> with the information on the utility trenches, to determine if these trenches are <br /> potential pathways for contaminant migration. If it cannot be conclusively <br /> determined that the utility trenches are not potential pathways, then a work plan <br /> to sample the trench backfill materials must be developed. <br /> 7) Finally, based upon the results of the soil vapor survey it appears that the <br /> ground water contamination is fairly limited. Since the dewatering well , DW-1, <br /> has the highest concentrations of fuel contaminants, I suggest that cleanup <br /> commence as soon as possible with the extraction of ground water from this well . <br /> The complete assessment of the extent of the ground water contamination can be <br /> done concurrently with this cleanup. <br /> V <br />
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