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ARCHIVED REPORTS XR0000733
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0540667
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ARCHIVED REPORTS XR0000733
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Entry Properties
Last modified
2/8/2019 10:12:20 AM
Creation date
2/8/2019 8:39:06 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000733
RECORD_ID
PR0540667
PE
2960
FACILITY_ID
FA0023252
FACILITY_NAME
WELDON CHURCH PROPERTY
STREET_NUMBER
104
Direction
W
STREET_NAME
BEVERLY
STREET_TYPE
PL
City
TRACY
Zip
95376
CURRENT_STATUS
01
SITE_LOCATION
104 W BEVERLY PL
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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fl 'R <br /> 26 July 1999 <br />• AGE-NC Project No. 95-0106 <br /> Page 2 of 4 <br /> of sampling and the sampler's initials. The samples were transported in a chilled container under <br /> chain of custody to McCampbell Analytical, Inc. (MAI),a California Department of Health Services <br /> (DHS)-certified analytical laboratory for analysis. The samples were analyzed for: <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br /> Method 8015-Modified, <br /> • Volatile aromatic compounds, specifically benzene,toluene, ethylbenzene, and total xylenes <br /> (BTEX)with methyl tertiary butyl ether(MTBE)in accordance with EPA Method 8020, and <br /> • Oxygenated fuel additives: MTBE, tertiary butyl alcohol (TBA), di-isopropyl ether (DIPE), <br /> ethyl tertiary butyl ether(ETBE) and tertiary amyl methyl ether(TAME) in accordance with <br /> EPA Method 8260-Modified. <br /> 3.0. FINDINGS <br /> 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. GROUNDWATER ELEVATION AND FLOW DIRECTION <br /> The average relative ground water elevation, not counting MW6, declined an average 0.64 feet since <br /> the last monitoring event and the average flow direction was radially northward. The average ground <br /> water flow direction in the area enclosed by monitoring wells MW2, MW 1, MW4, MW6, and MW3 <br /> was toward the northeast at a gradient of approximately 0.004 ft/ft, and was toward the northwest <br /> in the area bounded by MW1, MWS, and MW4 at a gradient of approximately 0.006 ft/ft. Ground <br /> water elevation data is presented in Table 1;the contoured ground water elevation data is shown on <br /> Figure 3, <br /> 3.2. LABORATORY RESULTS OF GROUND WATER SAMPLES <br /> Petroleum hydrocarbons were detected in the ground water samples collected from monitoring wells <br /> MW-1 and MW-4; MW-1 is located slightly cross- and down-gradient from the former UST <br /> excavation and MW-4 is located further north in the generally down-gradient direction. TPH-g was <br /> detected at concentrations of 1,000 micrograms per liter (µg/1) and 1,200 µg/l, respectively, in <br /> samples from the two wells. Benzene was detected at 190 µg/l and 61 µg11 in samples from MW-I <br /> and MW-4, respectively. Other volatile aromatic compounds were detected at concentrations of 80 <br /> Advanced GeoEnvironmenial,Inc. <br />
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