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ARCHIVED REPORTS_XR0007330
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PR0545741
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ARCHIVED REPORTS_XR0007330
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Last modified
6/8/2020 12:51:42 PM
Creation date
6/8/2020 12:34:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007330
RECORD_ID
PR0545741
PE
3528
FACILITY_ID
FA0006284
FACILITY_NAME
YAMADA BROS INC
STREET_NUMBER
15406
Direction
S
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
STOCKTON
Zip
95206
APN
18917007
CURRENT_STATUS
02
SITE_LOCATION
15406 S TRACY BLVD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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' 09 June 2004 <br /> AGE-NC Project No 98-0452 <br />' Page 3 of 5 <br />' datum NAVD 88 The results of the monitoring well survey are contained in Table 1 The surveying <br /> report (Morrow Surveying) is presented in Appendix B <br />' 3.0. FINDINGS <br />' Ground water elevation and flow direction were calculated from field data The impact to ground <br /> water was assessed by laboratory analysis of the ground water samples <br />' 3 1 GROUND WATER GRADIENT AND FLOW DIRECTION <br />' The elevation of ground water in each well was calculated by subtracting the depth to ground water <br /> from the surveyed well head elevations (Table 1) Depths to ground water for the December 2003 <br /> monitoring event ranged from 4 51 feet to 5 45 feet below the tops of the well casings Ground water <br /> Ielevations at the site ranged from 0 43 feet (MW-2) to 0 83 feet (MW-3) above mean sea level <br /> (MSL) The ground water gradient was calculated to be approximately 0 004 foot/foot with a flow <br />' direction toward the west-northwest(Figure 3) Average depth to ground water was 4 99 feet below <br /> the tops of the well casings and dropped an average of 0 28 feet between the September 2003 and <br /> December 2003 monitoring events <br />' Depths to ground water for the March 2004 monitoring event ranged from 4 25 feet to 5 06 feet <br /> below the tops of the well casings Ground water elevations at the site ranged from 1 02 feet(MW-2) <br /> to 1 10 feet (MW-1) above mean sea level (MSL) The ground water gradient was calculated to be <br /> approximately 0 0009 ft/ft with a flow direction toward the northwest(Figure 4) Average depth to <br /> ground water was 4 58 feet below the tops of the well casings and rose an average of 0 41 feet <br /> between the December 2003 and March 2004 monitoring events <br /> 3 2 ANALYTICAL RESULTS OF WATER SAMPLES <br /> Ground water samples from the December 2003 monitoring event had detections of TPH-g and <br /> MTBE TPH-g was detected at a concentration of 200 micrograms per liter(µg/i)in monitoring well <br /> MW-2 which is down gradient as well as partly cross-gradient of the former UST area MTBE was <br /> detected in the samples taken from MW-2 and MW-3 at concentrations of 190 µg/1 and 23 µg/1, <br /> respectively Figure 5 shows approximate hydrocarbon impact to ground water for the December <br /> monitoring event <br /> Samples from the March 2004 monitoring event had no records of TPH-g MTBE was detected at <br /> • concentrations of 8 1 µg/1 and 19 µg/1 in MW-2 and MW-3, respectively Figure 6 shows <br /> Advanced CeoEnvironmental,Inc <br /> I <br />
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