PROJECT A-2

In Situ Sub-Surface Soil and Groundwater Treatment
Gasoline Station, Brockton, MA

PROBLEM:
High concentration of volatile organics and MTBE in soils

At an oil company in Brockton, MA, three underground storage tanks (kerosene and gasoline) were removed in June 1997 as part of the required upgrading program of the state and federal governments. During the removal process, screening of soils indicated total organic vapor concentrations in excess of 1,000 ppm in some of the soils. This triggered a reportable condition as part of the Massachusetts Contingency Plan. Sidewall samples of the tank excavation indicated that the highest concentrations of organic vapors were located in the east sidewall. Further excavation of these soils was precluded due to the presence of a 7,200- gallon diesel fuel tank just beyond the east sidewall. An estimated 80 cubic yards of soil were excavated as part of the tank removal process.

Prior to backfilling, soil samples for laboratory analysis were collected from the four sidewalls of the excavation. Each sample was tested for volatile organic compounds by EPA Method 8020 and for petroleum hydrocarbons (TPH) using the hydrocarbon fingerprinting method (GC/FID). The analytical results are presented below with their respective reportable concentrations (RCS-2):

Benzene
(ppb)
Toluene
(ppb)
Ethylbenzene
(ppb)
Xylenes
(ppb)
MTBE
(ppb)
THP
(ppm)
RCS-2 60,000 500,000 500,000 500,000 200,000 2,500
North Wall BRL 58 BRL 67 BRL BRL
East Wall 27,000 500,000 88,000 1,160,000 10,000 6,000
South Wall 92 200 80 620 BRL 560
West Wall BRL BRL BRL BRL BRL BRL
BRL= Below Reporting Limit

The laboratory results confirm the headspace readings with the east wall showing significant levels of contamination. However, previous assessment activities (monitoring well installations) around the former tank location area indicated that the extent of the east wall contamination was limited. Groundwater sampling from these monitoring wells did identify up to 50,000 ppb of MTBE in the groundwater.

SOLUTION:
Bio treatment program with MicroSorb® Microbes, Nutrients, Biocatalyst

Because the soils could not be removed due to neighboring tanks, an in situ bioremediation program was begun as the best remedial alternative. After the underground storage tanks were removed from the excavation, the contaminated stockpiled soil was treated with MicroSorb products (Microbes, Nutrients, and Biocatalyst) and returned to the tank excavation as temporary back fill. Also, the native soils near the east wall of the excavation were inoculated with MicroSorb products with a hand auger.

RESULTS:
MicroSorb products reduce contaminant levels of soils to well within clean-up standards

Two months after treatment (August 1997) as part of the new tank installation, samples were obtained from the re-excavated soil and the results indicated non-detect conditions for volatile organic compounds (including MTBE). In October 1997, soil samples were obtained from the area of the east wall by hand auger. The results indicated a significant reduction in the contaminant levels (MTBE was non-detect), well within clean-up standards for S1 soils (see table below).

Benzene
(ppb)
Toluene
(ppb)
Ethylbenzene
(ppb)
Xylenes
(ppb)
MTBE
(ppb)
THP
(ppm)
S-1/GW-3 40,000 500,000 500,000 500,000 100,000 500
S-3/GW-3 200,000 2,500,000 500,000 2,500,000 200,000 5,000
Boring-1 1,700 13,000 18,000 120,000 BRL 1,100
Boring-2 3,700 11,000 16,000 77,000 BRL 1,300
BRL= Below Reporting Limit

Groundwater sampling (October 1997) from the wells in the vicinity of the tank excavation indicated levels of volatile organic compounds (including MTBE) to be within clean-up standards as well - although MTBE was at the upper limit (50,000 ppb), indicating that a small release from the former gasoline tank may have occurred. However, within one year (November 1998) MTBE levels dropped to 5,000 and other volatile organic compounds were significantly reduced (see table below).

Well Benzene
(ppb)
Toluene
(ppb)
Ethylbenzene
(ppb)
Xylenes
(ppb)
MTBE
(ppb)
THP
(ppm)
GW-3 7,000 50,000 4,000 50,000 50,000 50
MW-6 (10/97) 4,400 140 1,400 3,040 50,000 5.6
MW-6 (11/98) 2,000 92 870 1,437 5,000 0.5
MW-7 (10/97) 290 27 38 176 720 3.2
MW-7 (11/98) 7 BRL BRL 6 130 BRL
BRL= Below Reporting Limit

 

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