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ARCHIVED REPORTS_XR0009808
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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SEVENTH
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3500 - Local Oversight Program
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PR0545683
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ARCHIVED REPORTS_XR0009808
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Last modified
5/20/2020 4:16:56 PM
Creation date
5/20/2020 3:43:37 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009808
RECORD_ID
PR0545683
PE
3528
FACILITY_ID
FA0005408
FACILITY_NAME
LANGSTON ARCO*
STREET_NUMBER
15615
Direction
E
STREET_NAME
SEVENTH
STREET_TYPE
ST
City
LATHROP
Zip
95330
CURRENT_STATUS
02
SITE_LOCATION
15615 E SEVENTH ST
P_LOCATION
07
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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r <br /> r30 October 2005 <br /> AGE-NC Project No 98-0511 <br /> rPage 2 of 4 <br /> r 18%hydrochloric acid solution as a sample preservative After collection,the samples were properly <br /> labeled, placed in a chilled container, and transported under chain of custody to Cal Tech <br /> Environmental Laboratories (CTEL), a California Department of Health Services (DHS)-certified <br /> rlaboratory, and analyzed for <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br /> rMethod 8015M, <br /> • Benzene, toluene, ethylbenzene, and total xylenes (BTEX) and fuel additives di-isopropyl <br /> ether(DIPE),ethyl tertiary-butyl ether(ETBE),methyl tertiary-butyl ether(MTBE),tertiary- <br /> amyl methyl ether (TAME), tertiary-butyl alcohol (TBA), 1,2-dlbromoethane (EDB), 1,2- <br /> dichloroethane(1,2-DCA), ethanol, and methanol In accordance with EPA Method 8260B <br /> r <br /> 3.0. FINDINGS <br /> rGround water elevation and flow direction were determined from field data Hydrocarbon Impact <br /> to ground water was Inferred from laboratory analysis of ground water samples <br /> r • <br /> 3 1 GROUND WATER GRADIENT AND FLOW DIRECTION <br /> r <br /> For the March 2005 round water monitoring event the elevation of round water in each well was <br /> o g g � g <br /> r calculated by subtracting the depth to ground water from the surveyed casing elevation (Table 1) <br /> Depths to ground water ranged from 13 45 feet to 14 29 feet below the tops of the well casings <br /> Ground water elevations at the site ranged from 3 76 feet below mean sea level(MSL)In well MW-7 <br /> r to 4 33 feet above MSL in well MW-4 Ground water at the site was Inferred to flow generally <br /> toward the west-northwest on-site at gradients ranging between 0 002 foot/foot(ft/ft)and 0 006 ft/ft <br /> and toward the southwest,off-site In the areas of wells MW-7 and MW-8,under a hydraulic gradient <br />' of approximately 0 005 foot/foot (ft/ft) or less <br />' 3 2 ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br /> TPH-g was detected in the ground water sample collected from monitoring well MW-1 at a <br /> concentrations of 7,200 micrograms per liter (µg11) BTEX was detected In well MW-1 at <br /> concentrations of 78 µg/l benzene, 110 pg/l toluene, 1,400 µg/l ethylbenzene, and 6,100 µg/l <br /> xylenes Maps showing the approximate distributions of dissolved TPH-g and benzene at the site are <br /> rIllustrated on Figures 4 and 5, respectively <br /> rAdvanced GcoEnvironmental,Inc <br /> r <br />
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