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ARCHIVED REPORTS XR0004688
Environmental Health - Public
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3500 - Local Oversight Program
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PR0544427
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ARCHIVED REPORTS XR0004688
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Last modified
5/7/2019 9:21:32 AM
Creation date
5/7/2019 8:50:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004688
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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i <br /> e s <br /> t <br /> �. 21 April 2000 <br /> AGE-NC Project No 95-0144 <br /> Page 3of5 <br /> r <br /> ' 3 1 RELATIVE GROUND WATER ELEVATION AND GRADIENT <br /> The elevation of ground water in each well was calculated by subtracting the depth to water from the <br /> surveyed casing elevation (Table 1) Between November 1999 and February 2000, ground water <br /> elevation increased 1 03 feet in monitoring well MW-21B, screened below a clay layer Ground <br /> water elevation increased between 0 42 and 0 55 feet in the remaining wells The approximate <br /> hydraulic gradient for the February 2000 monitoring event was calculated to be 0 0028 ft/ft with a <br /> northerly flow direction Ground water elevation contours derived from data collected on 07 <br /> February 2000 are depicted in Figure 3. Ground water was between approximately 0 47 and 5 83 feet <br /> ' above the screened interval in monitoring wells MW-1, MW-2, MW-4, MW-5, MW-8, MW-11„ <br /> MW-12,MW-13 and MW-18 Groundwater was within the screened intervals of MW-19A, MW- <br /> 20A and MW-21A <br /> Ground water elevations in wells MW-19, MW-20 and MW-21 were between 1 19 and 1 84 feet <br /> lower in the lower screened intervals beneath the confining clay layer than in the upper screened <br /> interval Data from the upper screened interval, established in first-encountered ground water was <br /> lie used for,gradient determination <br /> 32 ANALYTICAL RESULTS OF WATER SAMPLES <br /> , <br /> During the February 2000 monitoring, TPH-g was detected in samples from monitoring wells MW- <br /> 21A and MW-21B at concentrations of 3,800 parts per billion(ppb,reported as micrograms per liter) 'r <br /> and 800 ppb, respectively BTEX compounds were detected in samples from wells MW-1, MW- <br /> 21A and MW-21B at concentrations as high as 1,500 ppb (benzene,MW-2l A) TPH-d ryas detected <br /> in wells MW-19A, MW-20A, MW-21A, MW-19B, MW-20B and MW-21B at concentrations <br /> ranging from 53 ppb to 3,100 ppb TPH-mo was detected 3n monitoring wells MW-21 A and MW- <br /> 21B at concentrations of 810 ppb and 330 ppb, respectively The shift in hydrocarbons from MW-21 <br /> to MW-20, observed in the November 1999 sampling event reverted back to the previous patter <br /> during the February 2040 monitoring event Hydrocarbon concentrations in the remaining wells <br /> generally remained low or non-detect <br /> MTBE was detected in ground water samples from well MW-21 B at a concentration of b 0 ppb <br /> Other oxygenates were not'analytes for the samples collected at the site during the February 2000 <br /> monitoring event Histoncally, only low concentrations of MTBE and TBA have been detected <br /> intermittently at the site Analytical results for February 2000 are summarized on Table 2 Analytical <br /> results of historical ground water samples are summarized on Table 3 The laboratory report (MAI <br /> Laboratory I D Nos 30794-30808) and chain-of-custody forms are included in Appendix C <br /> Advanced GeoEnraronmental,i[sc <br /> u <br />
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