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7-Eleven Store#19976
<br /> Quarterly Groundwater Monitoring and Remediation Progress Report (2Q2005) �{
<br /> August 9, 20054
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<br /> Current Quarter Monitoring Data See Figure 2 and Table 1 ;,6
<br /> Wells Monitored and Sampled Monitored Ten wells- MW-1 through k
<br /> MW-7, MW-1A, MW-4A, and MW-5A k
<br /> Sampled 8 wells— MW-1 through
<br /> MW-3, MW-5 through MW-7, and f
<br /> MW-5A -+ MW-I,+
<br /> Dissolved Oxygen Concentrations Measured In Eight wells— MW-1, MW-1A, MW-2,
<br /> MW-3, MW-5, MW-5A, MW-6, and T,
<br /> MW-7
<br /> Depth to Groundwater(DTW) 21 85 to 24 28 ft bgs
<br /> Average Change to Groundwater Elevation Since
<br /> Last Event 0 29 foot decrease
<br /> Groundwater Flow Direction and Gradient Northwest @ 0 002 feet per foot
<br /> (Figure 2)
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<br /> Current guarter Analytical Data (See Figure 3 and Table 1)
<br /> Maximum TPHg Concentrations MW-1, 65 pg/LA
<br /> . Maximum Benzene Concentrations MW-1, 3 0 pg/L
<br /> Maximum MtBE Concentrations MW-2, 240 pg/L ,
<br /> Maximum TBA Concentrations MW-5, 150 /L
<br /> BACKGROUND
<br /> Underground storage tank (UST) replacement and associated soil sampling activities were
<br /> conducted in September 1996 Five soil samples (T1-N, T1-S, T2-S, T3-N, T3-S) (Figure 2) _ ti
<br /> were collected at depths of 15 feet below ground surface (bgs) from beneath the USTs '
<br /> Benzene, total petroleum hydrocarbons as gasoline (TPHg), and methyl-tert-butyl ether
<br /> (MtBE) were detected at concentrations of 0 93 milligrams per kilogram (mg/kg), 220
<br /> mg/kg, and 0 35 mg/kg, respectively After over excavation, analytical results of soil
<br /> samples E1-W, E1-C, E1-E, E2-W, E2-C, E2-E (Figure 2), collected at the edge of the "
<br /> excavation, contained TPHg, benzene, toluene, ethylbenzene, and total xylenes (BTEX),
<br /> and MtBE at low concentrations Prior to backfilling the excavation, two horizontal vent
<br /> lines were installed in the northern part of the tank pit floor at a depth of 11 to 11 5 feet bgs °
<br /> (Figure 2) The vent lines were constructed of 4-inch diameter Schedule 40 poly-vinyl-
<br /> chloride (PVC) piping, each line with 20 feet of screened interval The lines were stubbed
<br /> up inside a fiberglass box located in a planter east of the tank pit The new USTs were K:
<br /> installed close to (partly overlapping) the location of the original USTs (Figure 2)
<br /> Geoprobe soil borings GP-1 through GP-3 were advanced on April 29, 1998, near the
<br /> hydrocarbon source area (the UST pad and pump island) (Figure 2) Nineteen soil samplesr,
<br /> were collected from depths ranging between 5 and 45 feet bgs Concentrations ranged ups
<br /> to 15 mg/kg benzene, 2,600 mg/kg TPHg, and 27 mg/kg MtBE The highest concentrations
<br /> • of hydrocarbons in soil were detected in boring GP-3 at a depth of 35 feet bgs Grab
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