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ARCHIVED REPORTS_XR0007361
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PR0545741
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ARCHIVED REPORTS_XR0007361
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Last modified
6/8/2020 12:53:05 PM
Creation date
6/8/2020 12:46:04 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007361
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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• 26 July 2000 <br /> AGE-NC Project No 98-0452 <br /> Page 3 of 3 <br /> Laboratory ID 34960-34963) and chain-of-custody forms are included in Appendix B <br /> 4.0. SUMMARY AND CONCLUSIONS <br /> Based upon data collected from the site, AGE concludes the following <br /> • The ground water gradient was calculated to be 0 0027 ft/ft directed S 16° E <br /> • Based on the lack of detectable concentrations of TPH-g and BTEX compounds from <br /> previous sampling events,PHS-EHD personnel directed AGE to discontinue the analysis for <br /> the above mentioned analytes in the ground water samples collected from the April 2000 <br /> samphng event <br /> • TPH-d was not detected above laboratory reporting limits in any of the ground water samples <br /> collected and analyzed <br /> • MTBE was detected at concentrations as high as 9 1 ppb in monitoring well MW-3, <br /> exceeding the State of California's secondary MCL of 5 ppb, but not exceeding the State of <br /> California's action level of 13 ppb <br /> 5.0. RECOMMENDATIONS <br /> Based upon data collected from the site, AGE recommends <br /> • An additional ground water monitoring event to fiu-ther assess the concentrations of MTBE <br /> The next quarterly monitoring event should be scheduled for July 2000 <br /> 6.0. LIMITATIONS <br /> Our professional services were performed using that degree of care and skill ordinarily exercised by <br /> environmental consultants practicing in this or similar localities The findings were based upon field <br /> measurements and analytical results provided by an independent laboratory Evaluations of the <br /> geologic/hydrogeologic conditions at the site for the purpose of this investigation are made from a <br /> limited number of available data points (x a probe boring soil and ground water samples) and <br /> subsurface conditions may vary away from these data points No other warranty, expressed or <br /> implied, is made as to the professional recommendations contained in this report <br /> • <br /> Advanced GeoEnvironmental,Inc <br />
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