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2900 - Site Mitigation Program
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PR0541913
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Last modified
2/13/2020 7:07:47 PM
Creation date
2/13/2020 11:53:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0541913
PE
2960
FACILITY_ID
FA0024043
FACILITY_NAME
FRONTIER TRANSPORTATION FACILITY
STREET_NUMBER
425
STREET_NAME
LARCH
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
21220009
CURRENT_STATUS
01
SITE_LOCATION
425 LARCH RD
P_LOCATION
03
QC Status
Approved
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EHD - Public
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to still contain elevated contaminants, then excavation will extend beyond the sample <br /> location. <br /> A partial excavation has the benefit of providing contaminant removal in a short <br /> period of time, which helps to minimize costs. Removing part of the source <br /> contaminants will help to reduce the time it takes to completely remediate the site. <br /> The length of time that a water treatment system would need to be employed could be <br /> lessened by up to half of the time, depending on the amount of contaminants that can <br /> be removed during excavation. <br /> Excavation in the source area will provide a benefit in removing TPH-gas and any <br /> residual BTEX. However, due to its high solubility, MTBE will preferentially <br /> partition out of gasoline and into the aqueous phase. Therefore, MTBE in residual <br /> fuel sources is rapidly depleted, and subsequent source reduction may not <br /> significantly accelerate the reduction of dissolved MTBE concentrations. <br /> Dissolved MTBE has been identified in many of the shallow wells on-site and has <br /> migrated to MW-9, approximately 140 ' to 150 ' west of the source area. <br /> Groundwater contamination should be addressed near the source area, near MW-3R. <br /> MW-2 or MW-21 . The EHD expressed concerns that "a pumping test immediately <br /> outside the plume impacted groundwater may have the unintended consequence of <br /> inducing plume migration into areas currently not impacted." Taking this into <br /> consideration, the aquifer pumping test and groundwater extraction proposed should <br /> be performed on either MW-3R or MW-21 . Either of these two wells is located <br /> relatively near the source area. If product identified in MW-21 is significant, then the <br /> aquifer test and groundwater pump and treat will be performed at MW-3R. <br /> Sheen droplets identified in MW-2 and free product in MW-21 have indicated that <br /> contaminant source removal is necessary. In addition to soil excavation and )n o y z Ida ' -r <br /> groundwater pump and treat, free product removal may be required. Before BEA can hi June <br /> determine a removal method, the amount of free product in each well must be ° UL <br /> 'r -Brea <br /> determined. At this point it seems that the sheen droplets in MW-2 could just be the <br /> partitioning of elevated dissolved TPH-gas in the well. The presence of sheen <br /> droplets does not indicate that a measurable amount of product is present in MW-2 . <br /> MW-21 identified a small amount of product that may be measurable. <br /> During the upcoming quarterly groundwater monitoring, an oil-water interphase probe <br /> will be used to determine the existence of measurable product in MW-2 and MW-21 . <br /> Past results indicate that it is likely that MW-2 contains no measurable product and Z <br /> MW-21 contains a small amount. If measurable product is identified, it will be <br /> removed using a disposable bailer and the amount will be measured later in the day to <br /> find an approximate recharge rate. With a small amount of product and slow recharge <br /> rate, passive skimmers may be recommended for free product removal . <br /> 2 <br />
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