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COMPLIANCE INFO_CASE 2
Environmental Health - Public
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COMPLIANCE INFO_CASE 2
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Last modified
3/3/2020 11:00:08 AM
Creation date
3/3/2020 10:04:36 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
FileName_PostFix
CASE 2
RECORD_ID
PR0522069
PE
2960
FACILITY_ID
FA0015033
FACILITY_NAME
TAOC TRACY GRAVEL PITS
STREET_NUMBER
26805
Direction
S
STREET_NAME
MACARTHUR
STREET_TYPE
DR
City
TRACY
Zip
95376
APN
24614001
CURRENT_STATUS
01
SITE_LOCATION
26805 S MACARTHUR DR
QC Status
Approved
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EHD - Public
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M. Scott Mansholt - 4 - 13 December 2005 <br /> Chevron/UPRR — TAOC Trac ravel Pits <br /> Toxicity equivalence factors (TEFs) derived by the World Health Organization and endorsed <br /> by OEHHA, are used to estimate toxic equivalency quotients (TEQs) for dioxin. The TEQ <br /> values are 0.18 pg/g for GMX-27-11.5, 0.00099 pg/g for GMX-32-1 .0, and 0.00053 pg/g for <br /> GMX-34-5.0, for dry weight results. The wet weights were slightly lower. The TEQ dioxin <br /> concentrations in the sample from GMX-27-11.5 (0.18 pg/g) are similar to the TEQ results <br /> (0.27 and 0.34 pg/g) found in two samples of similar material analyzed during the 2003 <br /> investigation. The TEQs reported for dioxin are below the Cal-EPA OEHHA residential <br /> screening value of 4.6 pg/g. <br /> Groundwater <br /> Groundwater samples were obtained from five borings (August 2005) at approximate depths <br /> of 55 to 60-feet using temporary grab-groundwater sampling devices. Two of the five samples <br /> reported TPHd concentrations of 770 ug/I (GMX-24) and 1,100 ug/I (GMX-26). Samples from <br /> GMX-25, 27, and 28 were ND for TPHd. No VOCs or TPHg and most of the PAHs were ND; <br /> low concentrations of two PAHs at or slightly above reporting limits were present in GMX-27, <br /> which reported more than 100,000 mg/kg TPH in the 11.5-foot soil sample. Groundwater was <br /> not encountered in a sixth boring, GMX-29 that was completed to a total depth of 61-feet. <br /> Geomatrix conducted a well search of Department of Water Resources (DWR) records <br /> identifying seven wells - north, east, and west of the site. None of the wells identified were <br /> immediately downgradient of the anticipated groundwater gradient to the north. At least 16 <br /> monitoring wells (of unknown depth or construction design), for monitoring chloroform in <br /> groundwater, were reported on the adjacent Georgia-Pacific property west of the gravel pits. <br /> Additionally, one industrial well, approximately 400-feet to the northwest, located on the <br /> Georgia-Pacific property adjacent to the west, is 75-feet deep and screened at 40 to 60-feet. <br /> This well should be selected for sampling since boring GMX-24 (TPHd at 770 ug/1) is located <br /> nearby in the northwest corner of the gravel pits site. <br /> Summary <br /> Soil samples and observations from borings and excavations completed at the site suggest <br /> that petroleum hydrocarbon compounds have not significantly affected soil within the <br /> southwest one-third portion of the site, south-southwest of the gravel pits. <br /> Elevated TPH concentrations in soil were found primarily on the north-northeast portion of the <br /> site and generally in the upper 10 to 12 feet. Soil samples obtained from beneath affected soil <br /> at 11 .5-feet in SB-27 was over 100,000 TPH. The 16.5-foot sample from this same boring <br /> reported TPHd at 3.3 mg/kg. Other borings similarly reported ND or very low TPH <br /> concentrations in the 10 to 16.5-foot samples from beneath affected soil. Thus, based on the <br /> borings completed to date, it appears the vertical extent in soil is limited to approximately 10 to <br /> 12-feet in the north-northeast portion of the site. <br /> PAHs were detected in 20 soil samples from both investigations with the elevated values <br /> corresponding to the soil samples having elevated TPH concentrations. Benzo(a)pyrene <br /> (B(a)P) was present at concentrations ranging from 0.0065 to 1.7 mg/kg. The B(a)P TEFs <br />
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