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ARCHIVED REPORTS XR0004695
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3500 - Local Oversight Program
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PR0544427
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ARCHIVED REPORTS XR0004695
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Entry Properties
Last modified
5/7/2019 9:24:52 AM
Creation date
5/7/2019 8:53:19 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004695
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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f� 10 February 2003 <br /> AGE-NC Project No 95-0144 <br /> ' Page 3 of 4 <br /> ' 3 1 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 1) Dunng the December 2002 monitoring event the average <br /> ground water elevation at the site was 8 78 feet below mean seal level(MSL),a decrease of 0 62 feet <br /> since the September 2002 monitoring event The average depth to water at the site was <br /> ' approximately 18 4 feet bsg The approximate hydraulic,gradient for the December 2002 monitoring <br /> event was inferred to be 0 003 fit/ft with a flow direction toward the north-northeast (Figure 3) <br /> Ground water was within the screened intervals of shallow-screened wells MW-11, MW-12;MW- <br /> 13,MW-19A,MW-20A and MW-21A,but was between 0 51 feet and 3 54 feet above the screened <br /> interval in the shallow-screened wells MW-1, MW-2, MW-4, MW-5 and MW-8 <br /> Ground water elevations in the deep-screened nested wells MW-19B, MW-20B and MW-2113, <br /> screened in the Lower Water Zone, were between 1 55 feet and 1 93 feet lower than in the wells <br /> ' screened in the Upper Water Zone The approximate hydraulic gradient in the deeper-screened <br /> ground water monitoring wells for the December 2007 monitoring event was Inferred to be 0 04 ft/ft <br /> lie with a flow direction toward the west-northwest (Figure 3) <br /> 3 2 , ANALYTICAL RESULTS OF WA"I FR SAMPLES <br /> During the December 2002 monitoring event, TPH-g was detected in the ground water sample <br /> ' collected from monitoring well MW-5 at a concentration of 980 micrograms per liter (ugd) <br /> Toluene, ethylbenzene and xylenes were detected in the same sample at concentrations of 7 3 ug!1, <br /> 71 µgll and 110 µg/l, respectively Target anaiytes were not detected above laboratory reporting <br /> limits in the samples collected from wells MW-2 and MW-4 <br /> Analytical'results for the fourth quarter 2002 monitoring event are summarized on Tables 2 and 3 <br /> Analytical results of recent and historical ground water samples are summarized on Tables 4 and <br /> 5 The laboratory report(MAI Lab IDs 0212022-001 through 0212022-003) and chain-of-custody <br /> forms are included in Appendix B <br /> 1 - " <br /> 4 0. SUMMARY/CONCLUSIONS <br /> Based upon data collected during the ground water monitoring event, AGE concludes <br /> • The average ground water elevation at the site was 8 78 feet below MSL, the lowest <br /> measured elevation since November 1997 Ground water remained above the screened <br /> . interval in five of the shallow-scieened-wells. sampled during the fourth quarter of 2002 <br /> Advanced GeoEnvironmental,Iric � <br /> 1 <br />
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