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ARCHIVED REPORTS_XR0007358
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ARCHIVED REPORTS_XR0007358
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Last modified
6/8/2020 12:51:41 PM
Creation date
6/8/2020 12:45:16 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007358
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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1 <br /> 1 30 March 2001 <br /> AGE-NC Project No 98-0452 <br /> Page 3 of 3 <br /> 1 TPH-g and BTEX compounds <br /> 1 Analytical results of ground water samples are summarized on Table 2 The laboratory report(MAI <br /> Laboratory M 63510 through 63513) and chain-of-custody forms are included in Appendix B <br /> 1 <br /> 4.0. SUMMARY AND CONCLUSIONS <br /> 1 Based upon data collected from the site, AGE concludes the following <br /> 1 • The ground water gradient was calculated to be 0 002 ft/ft with a flow direction toward the <br /> north-northeast <br /> • TPH-d was not detected above laboratory reporting]units In any of the ground water samples <br /> 1 collected and analyzed <br /> • MTBE was detected in monitoring wells MW-3,MW-2, MW 1 and DW-1 at concentrations <br /> 1 of 48 [lg/l, 29 µg/l, 2 1 gg/l and 1 2 µgd, respectively The concentrations detected in <br /> samples MW--3 and MW-2 exceeed the action level and Maximum Containment Level for <br /> lie MTBE in dnnkmg water <br /> 1 5.0 RECOMMENDATIONS <br /> Based upon data collected from the site,AGE recommends continued ground water monitoring for <br /> 1 MTBE The next quarterly monitoring event should be scheduled for June 2001 AGE recommends <br /> that the domestic well be monitored monthly for MTBE <br /> IG.O. LIMITATIONS <br /> 1 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 (I e ground water samples) and subsurface conditions may <br /> I vary away from these data points No other warranty, expressed or lrzmphed, is remade as to the <br /> professional recommendations contained in this report <br /> I <br /> i <br /> Advanced GeoEnvironmental,Inc <br />
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