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ARCHIVED REPORTS XR0009151
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544705
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ARCHIVED REPORTS XR0009151
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Last modified
7/29/2019 11:07:07 AM
Creation date
7/29/2019 10:54:17 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009151
RECORD_ID
PR0544705
PE
3526
FACILITY_ID
FA0003754
FACILITY_NAME
CALIFORNIA FUELS
STREET_NUMBER
3147
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
17512003
CURRENT_STATUS
02
SITE_LOCATION
3147 S EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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23 March 2001 <br /> AGE-NC Project No 97-0301 <br /> ' Page 6of11 <br /> One soil sample (MW5-35) was submitted for microbial enumeration and physicochemical <br /> ' laboratory analysis The results of the analysis indicated that hydrocarbon-degrading microorganisms <br /> were detected at 25,000 CFU (colony forming units) per gram The laboratory indicated that the <br /> physicochemical conditions at the site were within the range necessary to support microbial growth <br /> ' and bioremedial activity Copies of the microbial enumeration and physicochemical laboratory <br /> reports are included with Appendix F <br /> I ' <br /> 4.0. QUARTERLY GROUND WATER MONITORING PROCEDURES <br /> On 28 December 2000, ground water monitoring and sampling was performed at the site on wells <br /> MW-1 through MW-7 Ground water monitoring procedures for the site were performed as outlined <br /> ' in Addendum to Monitoring Well Installation Work Plan - September 2000, dated 29 September <br /> 2000, prepared by AGE and approved by the PHS-EHD by letter dated 15 October 2000 <br /> ' 41 MONITORING WELL PURGE PROCEDURES <br /> Depths to ground water were measured in each well from the tops of the well casings at the site to <br /> lip <br /> the nearest 0 01-foot utilizing a Sohnst water level meter Ground water elevation in each well at the <br /> site was calculated by subtracting the measured depth to ground water from the surveyed casing <br /> ' elevations (Table 3) Ground water elevations were plotted and contoured on a scaled site map <br /> (Figure 12) <br /> After water levels were measured, approximately 10 to 30 gallons of ground water(a minimum of <br /> three casing water-volumes per well) were removed from wells MW-1 through MW-7 utilizing a <br /> two- stage submersible pump Temperature, pH and conductivity were measured for stabilization <br /> ' at regular purge-volume intervals from each well using a Hydac water analyzer Field data and logs <br /> are in Appendix G Purged ground water was containerized in 55-gallon drums and stored at the site <br /> 4 2 GROUND WATER SAMPLING <br /> Following well purging, ground water levels in the monitoring wells were allowed to achieve a <br /> minimum of 80 percent recharge prior to sample collection Ground water samples were collected <br /> from the purged wells utilizing new,disposable polyethylene bailers,one 1-liter amber bottle without <br /> a preservative and three 40-m1 EPA-approved VOA vials containing 0 5 ml 18%hydrochloric acid <br /> as a sample preservative Care was taken to ensure that visible air bubbles were not present in the <br /> vials after filling and capping Ground water sample containers were labeled with the well <br /> designation, date, time, and sampler's initials <br /> Advanced GeoEnvironmental,Inc <br />
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