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ARCHIVED REPORTS_XR0010184
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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SEVENTH
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15615
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3500 - Local Oversight Program
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PR0545683
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ARCHIVED REPORTS_XR0010184
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Last modified
5/20/2020 4:05:31 PM
Creation date
5/20/2020 3:47:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010184
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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r08 January 2002 <br /> AGE-NC Project No 98-0511 <br /> IPage 2 of 4 <br /> 2 2 COLLECTION AND LABORATORY ANALYSIS OF GROUND WATER SAMPLES <br /> Water samples were collected from each purged well using new disposable plastic bailers Each <br /> water sample was transferred into laboratory-supplied 40-m1 VOA vials containing 0 5 ml 18% <br /> hydrochloric acrd as a sample preservative After collection, the samples were properly labeled, <br /> placed in a chilled container, transported under chain-of-custody to McCambell Analytical <br /> Laboratories, Inc , and were analyzed for <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br /> Methods 5030 and 8015m, <br /> • Benzene, toluene, ethylbenzene and total xylenes (BTEX) with methyl tertiary-butyl ether <br /> (MTBE) in accordance with EPA Method 602/8020, and <br /> • Fuel oxygenates di-isopropyl ether (DIPE), ethyl tertiary-butyl ether (ETBE), MTBE, <br /> tertiary-amyl methyl ether (TAME) tertiary butanol (TBA), methanol and ethanol in <br /> accordance with EPA Method 8260 Modified <br /> 3.0. FINDINGS <br /> I Ground water elevation and flow direction were calculated from field data, hydrocarbon-impact to <br /> ground water was inferred from laboratory analysis of the ground water samples <br /> 3 1 GROUND WATER GRADIENT AND FLOW DIRECTION <br />' The elevation of ground water In each well was calculated by subtracting the depth to ground water <br /> from the surveyed casing elevations (Table 1) Depths to ground water ranged from 16 45 feet to <br /> 17 43 feet below the tops of the well casings Ground water elevations at the site ranged from <br />' 0 96 feet in MW-5 to 1 07 feet in MW-2 relative to mean sea level The ground water at the site was <br /> inferred to flow generally toward the northwest,varying from nearly due west to north-northeast,the <br /> gradient was very low and varied from approximately 0 0001 ft/ft to 0 0009 ft/ft South of the site <br /> (across L Street) the ground water flowed toward the southwest at a gradient of 0 0005 ft/ft <br /> 32 ANALYTICAL RESULTS OF WATER SAMPLES <br /> I TPH-g was detected in the groundwater samples collected from MW-1 and MW-5 at concentrations <br /> of 780 micrograms per liter(µg/1) and 1,200 pg/1 respectively <br /> Advanced GeoEnvironmental,Inc <br />
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