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ARCHIVED REPORTS XR0004676
Environmental Health - Public
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3500 - Local Oversight Program
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PR0544427
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ARCHIVED REPORTS XR0004676
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Last modified
5/7/2019 9:17:07 AM
Creation date
5/7/2019 8:36:29 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004676
RECORD_ID
PR0544427
PE
3528
FACILITY_ID
FA0004581
FACILITY_NAME
CHASE CHEVROLET*
STREET_NUMBER
423
Direction
N
STREET_NAME
MADISON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
CURRENT_STATUS
02
SITE_LOCATION
423 N MADISON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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' 08 December 1998 <br /> • AGE-NC Protect No 95-0144 <br /> ' Page 5 of 7 <br /> Oxygenated compounds were not detected in the soil samples analyzed from the site Seven volatile ! <br /> organic compounds were detected in samples collected from MW-21 by EPA Method 8260 Volatile <br /> organic compounds were not detected in the samples analyzed from borings MW-19 or MW-20 <br /> Analytical results of soil samples are summarized on Tables 1 and 2 The laboratory report (MAI <br /> Sample Nos 91032-91042) and chain-of-custody forms are included in Appendix B <br /> 3 3 RELATIVE GROUND WATER ELEVATION AND GRADIENT <br /> The elevation of ground water in each well was calculated by subtracting the depth to water from <br /> the surveyed casing elevation(Table 3) Ground water elevation decreased an average of 0 40 feet <br /> between May and August 1998 The approximate hydraulic gradient for the current monitoring <br /> ' period was calculated to be 0 003 ft/ft with a northerly flow direction Ground water elevation <br /> contours derived from data collected on 12 August 1998 are depicted in Figure 3 Ground water was <br /> ' between four and six feet above the screened interval in monitoring wells MW-1, MW-2, MW-4, <br /> MW-5 and MW-8 Ground water was approximately one to three feet above the screened interval <br /> in MW-11, MW-12, MW-13 and MW-18 <br /> Ground water elevations in wells MW-19, MW-20 and MW-21 were approximately two feet lower <br /> in the lower screened intervals beneath the confining clay layer than in the upper screened interval <br /> ' Data from the upper screened interval, established in first-encountered ground water was used for 7 <br /> gradient determination <br /> 34 ANALYTICAL RESULTS OF WATER SAMPLES <br /> ' <br /> During the August 1998 monitoring, TPH-g was detected in monitoring wells MW-21A and MW- <br /> 21 B at concentrations of 9,000 parts per billion (ppb, reported as micrograms per liter) and 2,600 <br /> ppb, respectively BTEX were detected in MW-21A and MW-2113 at concentrations as high as 230 <br /> ' ppb (ethylbenzene, MW-21A) Toluene was detected in MW-20B at a concentration of 0 56 ppb <br /> TPH-d was detected in wells MW-13, MW-19A, MW-1913, MW-20A, MW-2013, MW-21A and <br /> ' MW-21 B at concentrations ranging from 69 ppb to 7,800 ppb TPH-mo was detected in samples <br /> collected from MW-19A, MW-1913, MW-20B and MW-21A at concentrations as high as 790 ppb <br /> Other petroleum hydrocarbons were not detected at the site during the August- 1998 monitoring <br /> event <br /> MTBE was detected in MW-19A,MW-I 9B and MW-2 I B at concentrations as high as 1 3 ppb TBA <br /> was detected in MW-20A, MW-20B and MW-21A at concentrations as high as 16 ppb' Other <br /> oxygenated compounds were not detected at the site Thirteen volatile organic compounds were <br /> g P <br /> detected at the site at concentrations as high as 250 ppb (1,2,4-trimethylbenzene, MW-2113) <br /> ' Advanced GcAn%ironmcntal,Inc <br /> 3 <br /> a t <br />
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