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ARCHIVED REPORTS_XR0006765
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2900 - Site Mitigation Program
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PR0508124
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ARCHIVED REPORTS_XR0006765
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Last modified
7/27/2020 3:17:55 PM
Creation date
7/27/2020 2:20:15 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006765
RECORD_ID
PR0508124
PE
2950
FACILITY_ID
FA0007949
FACILITY_NAME
7 ELEVEN #21756
STREET_NUMBER
853
Direction
E
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
22332015
CURRENT_STATUS
01
SITE_LOCATION
853 E YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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necessary to show efficacy in an actual groundwater pollution scenario Soil and ground <br /> water contamination, due to release of gasoline from an underground storage tank, was <br /> initially identified and investigated at the Jennifer Mobile Home Park by the North <br /> Carolina Division of Environmental Management Additional site characterization was <br /> completed by the Civil Engineering Department of North Carolina State University for <br /> further definition of the plume and to design the oxygen barrier system. The following <br /> describes the environmental conditions, remedial action and results of oxygen barrier <br /> installation, within the 137 day investigative period <br /> The plume, which was the target of rernediation efforts, was characterized at a point 150 <br /> feet downgradient of the source. At this point, BTEX concentrations were 8 ppm in a <br /> region 120 feet wide and 10 feet deep The oxygen concentration within the plume was <br /> zero and the redox potential was -50 mV. Outside the zone of contamination oxygen <br /> levels were 1-4 ppm in a +50 mV redox background The conductivity of the aquifer <br /> is approximately 76 feet/day; velocity was approximately .9 feet per day. The influent <br /> BTEX levels rose during the course of the experiment by a factor of three to five times <br /> OXYGEN BARRIERS were constructed intersecting the plume 150 ft downgradient <br /> from the source The permeable barrier system consists of 22 fully screened PVC wells <br /> 5 feet on center in a line perpendicular to the plume. The wells were 6 in in diameter <br /> and 10 ft in depth from the water table. The ORC was mixed in concrete to from <br /> briquets and was installed in filter fabric socks that were hung inside the PVC wells <br /> Monitoring wells were installed upgradient and downgradient of the barrier <br /> Groundwater samples were monitored for dissolved oxygen, BTEX concentration, pH, <br /> redox potential, and other parameters at various times over 137 days. <br /> The ORC Oxygen Barrier reduced BTEX contamination from source levels o€>20 <br /> mg/L to X0.1 mg/L in 137 days; B was reduced to within c1% of standard (5000 <br /> ppb to 34 ppb) and T, E and X were below standard. Oxygen levels in source well <br /> were maintained between 9 and 17 ppm. <br /> In must be noted that the ratio of oxygen to carbon was only 2;1 and the wells were only <br /> loaded to partial capacity. Also, incoming BTEX levels tripled during the course of the <br /> trial, and at the end of the experiment, free hydrocarbon product was found in one of the <br /> wells. This raised the possibility that other similar zones may have existed <br /> downgradient between the barrier wells and the monitoring points. <br /> The current product consisting of a sand/ORC mixture in a polyester sock is both denser <br /> and made to occupy more of the available well diameter. Along with some ORC quality <br /> improvements it can deliver three times the oxygen as was delivered in <br /> this early experiment. The oxygen barrier was replenished with the current product and <br /> results will be completed and published in early 1996 <br />
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