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ARCHIVED REPORTS XR0001310
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0544208
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ARCHIVED REPORTS XR0001310
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Last modified
8/19/2020 4:54:11 AM
Creation date
3/1/2019 4:31:37 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001310
RECORD_ID
PR0544208
PE
2957
FACILITY_ID
FA0003628
FACILITY_NAME
ARCO STATION #2168*
STREET_NUMBER
441
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
14707607
CURRENT_STATUS
02
SITE_LOCATION
441 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
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EHD - Public
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Mr Kyle Christie Project 0805-146 03 <br /> January 24, 1996 <br /> Page 3 <br /> Results of this assessment were reported in EMCON's "Second Quarter 1995 Status <br /> Report" (August 2, 1995) Results of analyses indicated that TPHG concentrations .,.ere <br /> below laboratory detection limits in all soil samples analyzed, except for the soil sample <br /> collected at 25 feet bgs (in the historical capillary fringe zone in boring B-13, which had a <br /> concentration of 6 ppm) Benzene, toluene, ethylbenzene, and total xylenes (BTEX) v.ere <br /> detected at low concentrations in soil samples collected from the borings Benzene <br /> concentrations ranged from 0 005 ppm to 0 087 ppm <br /> GROUNDWATER MONITORING. FOURTH QUARTER 1995 <br /> EMCON was contracted by ARCO to monitor the groundwater monitoring wells previously <br /> installed at the site Field work included measuring depths to groundwater and collecting <br /> groundwater samples for subjective and laboratory analyses EMCON used these data to <br /> evaluate the gradient and direction of groundwater flow beneath the site <br /> �On Nov 1995 a technician from EMCON measured depths to groundwater and <br /> collected groundwater samples from wells MW-1 through MW-7 for subjective and <br /> laboratory analyses Floating product was not noted in samples from the wells (see <br /> Table 1) Sampling and analysis procedures are presented in Appendix A <br /> The wellhead elevations of the site monitoring wells were previously surveyed by Tom O <br /> Morrow, Inc The surveyed elevations and the depth to groundwater measurements, <br /> summarized in Table 2, were used to evaluate the potentiometric surface beneath the site <br /> The direction of grQundwater flow on N theast and southeast <br /> with a hydraulic gradient of 0 003, as shown on Figure 3 The gradient has generally been <br /> toward the northeast Groundwater elevations have decreased approximately 0 15 foot <br /> since the last sampling event (August 1995) <br /> Groundwater samples from wells MW-1 through MW-7 were analyzed for TPHG using <br /> Environmental Protection Agency (EPA) Methods 5030/DHS LUFT, and BTEX using <br /> EPA Methods 5030/8020 prescribed by the state of California. Groundwater samples are <br /> analyzed for HVOCs using EPA Method 601 during the first and third quarters of each <br /> year In addition, the samples from wells MW-2 and MW-6 were analyzed for TOG using <br /> Standard Methods (SM) 5520 C&F. These samples were analyzed at Columbia Analytical <br /> Services, Inc , in San Jose, California. The results of analyses are summarized in Tables 1 <br /> and 2. Copies of the chain-of-custody records and laboratory analysis reports are <br /> presented in Appendix B <br /> Results of analyses indicated that dissolved gasoline hydrocarbons were detected in the <br /> • groundwater samples collected from the all the wells Concentrations of TPHG ranged <br /> from 30,000 parts per billion (ppb) in well MW-2 to 160,000 ppb in well MW-6, and <br /> SAC\N TIM90"8051460 3DS-95\pu i <br />
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