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ARCHIVED REPORTS XR0009839
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0516185
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ARCHIVED REPORTS XR0009839
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Last modified
11/19/2024 10:19:00 AM
Creation date
8/12/2019 1:14:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009839
RECORD_ID
PR0516185
PE
2950
FACILITY_ID
FA0012496
FACILITY_NAME
FORMER RESTAURANT
STREET_NUMBER
95
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23313027
CURRENT_STATUS
02
SITE_LOCATION
95 W ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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' 03 May 2005 <br /> AGE-NC Project No 03-1055 <br /> Page 3 of 3 <br />' 4.0. SUMMARY AND CONCLUSIONS <br /> Based on the data collected from the site this quarter, AGE concludes <br />' • Depths to ground water ranged from 6 77 feet to 9 53 feet below the tops of the well casings <br /> Ground water elevation at the site averaged approximately 40 34 feet above mean sea level <br />' • Ground water flow was Inferred to be toward the southeast under an average hydraulic <br /> gradient of approximately 0 0363 ft/ft <br /> • No contaminants of concern were detected at or above laboratory detection limits In the <br /> ground water samples analyzed this quarter COC have not been detected in well MW-5 <br /> since August 2001,COCs have not been detected in wells MW-6 and MW-7 since they were <br />' installed In the third quarter 2004 <br /> 5.0. RECOMMENDATIONS <br /> Based on the findings of the environmental activities recounted in this report, AGE recommends <br /> lie <br /> • Implementation of the AGE-prepared Monitoring Well Installation Work Plan, dated <br /> 27 January 2005 and approved by EHD In a letter dated 03 March 2005 <br /> • Continuation of the quarterly ground water monitoring program, the next monitoring event <br />' Is scheduled for May 2005 <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 geologlc/hydrogeologic <br /> I conditions at the site for the purpose of this Investigation was made from a limited number of <br /> available data points (I a ground water samples) and subsurface conditions may vary away from <br /> these data points No other warranty, expressed or Implied, Is made as to the professional <br /> Interpretations, opinions, and recommendations contained in this report <br /> Advanced GeoEnvironmental,Inc <br />
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