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ARCHIVED REPORTS_XR0005173
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0535112
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ARCHIVED REPORTS_XR0005173
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Last modified
9/24/2020 12:32:18 AM
Creation date
3/17/2020 3:15:27 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005173
RECORD_ID
PR0535112
PE
2957
FACILITY_ID
FA0020296
FACILITY_NAME
CHAPIN BROTHERS INC
STREET_NUMBER
1766
STREET_NAME
MONTE DIABLO
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
APN
13505050
CURRENT_STATUS
01
SITE_LOCATION
1766 MONTE DIABLO AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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' 30 June 2003 <br /> • AGE-NC Project No 95-0103 <br /> Page 7 of 7 <br /> ' • The benzene concentration in well MW-4 continues to show a decline,however,the detected <br /> concentration of 3 6µg/l is above the DHS'Maximum Contaminant Level(MCL)of 1 0µg/l <br /> in drinking water <br /> • MTBE concentrations present in groundwater monitoring wells increased and the maximum <br /> MTBE concentration of 160 pg/1 (MW-5) exceeds the MCL of 5 0 µg/1 for drinking water <br /> ' 5 0. RECOMMENDATIONS <br /> Based upon the results ofthe fourth quarter 2002 ground water monitoring event,AGE recommends <br /> ' • Continued quarterly ground water mozutorzng at the site as required by California Code of <br /> Regulations, the next monitoring event should be scheduled for July 2003 <br /> ' • Continued operation and maintenance of the ground water extraction and treatment system <br /> during the second and third quarters of 2003, AGE will evaluate the performance of the <br /> ground water extraction system at the end of third quarter 2003 <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 <br /> analytical results provided by an independent laboratory Evaluation of the hydrogeologf c conditions <br /> at the site for the purpose of this investigation have been made from review of reports prepared by <br /> ' previous consultants and AGE, and a limited number of available data points (e g , ground water <br /> samples from monitoring and recovery wells) Subsurface conditions may vary away from these data <br /> points No other warranty, expressed or implied, is made as to the professional interpretations, <br /> ' opinions and recommendations contained in this report <br /> i <br /> i <br /> • <br /> ' Advanced GeoEnvironmental,Inc <br /> rr <br />
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