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ARCHIVED REPORTS_XR0007344 CASE 2
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ARCHIVED REPORTS_XR0007344 CASE 2
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Last modified
6/11/2020 12:58:52 PM
Creation date
6/11/2020 12:04:52 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007344 CASE 2
RECORD_ID
PR0540424
PE
2960
FACILITY_ID
FA0023098
FACILITY_NAME
RMC PACIFIC MATERIALS - T0607700371
STREET_NUMBER
30350
Direction
S
STREET_NAME
TRACY
City
TRACY
Zip
95377
CURRENT_STATUS
01
SITE_LOCATION
30350 S TRACY
QC Status
Approved
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EHD - Public
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i <br /> After each well sampling, the hand bailer was completely dismantled and thoroughly <br /> cleaned using a laboratory-grade detergent (Alconox) and scrub brush, then triple rinsed with <br /> domestic and distilled water prior to use in the next baring <br /> I <br /> IRESULTS OF PRELIMINARY ANALYSES <br /> All soil and water samples were analyzed for TEPH- Diesel (EPA method 8015M) The <br /> I laboratory results for initial analyses are presented in Table 1 Laboratory analyses performed on <br /> the soil samples indicate that low-level petroleum contamination extends down to the <br /> groundwater table in each of the borings The highest concentration of soil contamination (1,400 <br /> ppm) was found in BH-1, at a depth of 20 feet bsg Beneath that depth the concentration of diesel <br /> hydrocarbons dropped considerably, to a maximum of 16 ppm In BH-2, the highest <br /> concentration (82 ppm) came from a soil sample taken at 124 feet bsg, however all other <br /> analytical results from that boring were at a much lower concentration The analyses of the soil <br /> samples from the other three borings indicate that the diesel concentrations ranged from levels of <br /> non-detect to a maximum of less than 13 ppm In bonngs BH-I through BH-4 near the former <br /> asphalt plant the groundwater diesel concentrations in sequential order were 720gg/L, 120gg/L, <br /> 120gg/L and 72 gg/L respectively In the boring BH-5 installed near the former 7,000-gallon <br /> diesel UST the concentration was 590gg/L Copies of the laboratory reports and chain-of- <br /> custody records are included in Appendix A <br /> WELL DEVELOPMENT& SECONDARY SAMPLING <br /> On December 11, 2002 an attempt was made by RMCPMI environmental department <br /> personnel to develop the three wells in order to improve hydraulic continuity with the native <br /> formation An airlift method was used, but the attempt was not successful due to the very low <br /> ratio of water level in each well casing compared to total well depth RMCPMI then contacted a <br /> professional well company (Gregg Drilling Inc ) to perform the work and on January 8, 2003 the <br /> wells were successfully developed <br /> I Subsequent to the well development a new set of groundwater samples were taken from <br /> the three wells on February 18, 2003 by Blaine Tech Services, Inc No evidence of immiscible <br /> liquid was present on the water tape,the sampling bailer or the extraction pump Due to the fact <br /> I that February 18th was a holiday the groundwater samples were stored over night on ice and then <br /> transported to STL for analysis the following morning Proper charn-of-custody protocol was <br /> maintained at all times <br /> I <br /> DISCUSSION <br /> Initial laboratory analyses performed on the groundwater samples extracted from the five <br /> bonngs appeared to indicate that diesel contamination had reached the local water table <br /> IHowever, the laboratory results from the second set of field analyses contradict that hypothesis <br /> as they indicate that no diesel contamination exists in the groundwater A possible explanation <br /> I <br /> I <br />
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