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SITE INFORMATION AND CORRESPONDENCE
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Last modified
2/5/2019 4:57:53 PM
Creation date
2/5/2019 4:48:19 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0505092
PE
2960
FACILITY_ID
FA0006532
FACILITY_NAME
LYOTH LOADING STATION/CHEVRON
STREET_NUMBER
26501
Direction
S
STREET_NAME
BANTA
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
01
SITE_LOCATION
26501 S BANTA RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Philip S. Isorena • <br /> April 20, 2000 <br /> Page 2 <br /> samples at concentrations up to 20,250 mg/kg in 10 soil borings (GP-1 <br /> through MW-6. —GP-10) and MW-3 <br /> The document stated, in Section 2.0 Risk Assessment Boring Program, that "insufficient <br /> information regarding the presence of residual petroleum hydrocarbons in soil in the vicinity of <br /> the former 55,000-barrel aboveground tank was available for purposes of evaluating potential <br /> human health risks. Specifically, PAHs and TPHc were detected in soil samples collected from a <br /> boring (GP-3) advanced in this area in 1995." Because PAHs and TPHc were detected in boring <br /> GP-3 from a 1995 boring by EMCOM, a soil boring program was undertaken, and in 1998 the <br /> Geomatrix field geologist selected 15 samples for analysis of residual petroleum hydrocarbons in <br /> the soil in the vicinity of the former 55,000-barel aboveground tank. Unfortunately, the samples <br /> were analyzed for PAHs but were not analyzed for BTEX. Although weathering would have <br /> occurred over time, there was only a single sample analyzed for BTEX at 12 feet bgs from boring <br /> GP-3, which is in the middle of the area occupied by the former 55,000-barrel storage tank area, <br /> which has a diameter of about 100 feet. Although it is included in Table C-1 (Appendix C, <br /> Analytical Data Used in Health Risk Assessment), it is not included in Table C-2 (Appendix C) <br /> Representative Concentrations. However, in Appendix G, this single data point was used to <br /> calculate exposure to benzene and excess cancer risk from ingestion of soil (adult,p 17, child, p <br /> 18), dermal contact with soil (adult, p.19, and child, p.20); inhalation of volatiles in indoor air <br /> (adult, p. 23, and child, p.24), ingestion of homegrown produce (adult, p. 25, and child, p. 26). <br /> Since the only sample was used as the maximum benzene concentration, the average <br /> concentration, the variation in concentration, and presence or absence of hot spots in the GP-3 <br /> Area is not known. In the Pipeline Area, the coefficient of variation ((S.D./mean) x 100) is <br /> 178%, which provides little confidence that the average derived from this small population of <br /> samples is equal to a true mean of the contamination in the Pipeline Area. "Sampling variability <br /> affects the degree of confidence and power the risk assessor can expect from the results," <br /> (Guidance for Data Useability in Risk Assessment, U.S. EPA, April 1992). <br /> The uncertainty inherent in using one sample from one below ground depth of one boring <br /> to calculate risk from four pathways in an exposure area may be orders of magnitude. An <br /> example of how much variation in risk from vapor intrusion into buildings can result from two <br /> soil benzene concentrations which vary by an order of magnitude, a common finding for <br /> heterogeneously contaminated soil, is seen in the following table using the U.S. EPA Johnson <br /> and Ettinger Model screening program for calculating incremental cancer risk. The excess or <br /> incremental cancer risk vanes from 1.6 x 10-4, which would suggest that remediation should <br /> occur, to 2.6 x 10-6, which would favor"no action" for this one pathway. More data are <br /> necessary to have confidence in pursuing either path. <br />
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