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ARCHIVED REPORTS XR0009171
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EL DORADO
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3147
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3500 - Local Oversight Program
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PR0544705
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ARCHIVED REPORTS XR0009171
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Last modified
7/29/2019 11:08:29 AM
Creation date
7/29/2019 10:55:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009171
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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' 02 February 2000 <br /> AGE-NC Project No 97-0301 <br /> Page 6of7 <br /> analysis The analytical results of selected soil samples are summarized in Table 1 The laboratory <br /> reports(Castle Analytical Laboratory Reference No 2678 and McCampbell Analytical Inc Lab I D <br /> No 27874 through 27883) and chain-of-custody forms are included in Appendix D <br /> 3 5 ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br /> ' Four ground water monitoring well samples were submitted to a DHS-certified laboratory in <br /> December 1999 TPH-g was detected in ground water samples collected from well MW-1 at a <br /> ' concentration of 47,000 micrograms per liter(µg11), TPH-d was detected in ground water samples <br /> collected from wells MW-1,MW-2 and MW-4 at concentrations ranging as high as 3,5 00µg/l,TPH- <br /> k was detected in ground water samples collected from wells MW-1 and MW-4 at concentrations <br /> ' of 12,000 and 62µg11, respectively <br /> BTEX compounds were detected in ground water samples collected from wells MW-1 and MW-4 <br /> ' at concentration ranging as high as 6,400 4g11, however, MTBE, DIPE, TBA, ETBE and TAME <br /> were not detected during laboratory analysis of the ground water samples <br /> • The analytical results of quarterly ground water samples are summarized in Table 3 The laboratory <br /> reports(Castle Analytical Laboratory Reference No 2701 and McCampbell Analytical Inc Lab I D <br /> No 28187 through 28190) and chain-of-custody forms are included in Appendix E <br /> 4.0. SUMMARY AND CONCLUSIONS <br /> The following conclusions were drawn from the results of this investigation <br /> ' - Saturated soil at the site was encountered at approximately 40 feet bsg The static water level <br /> was measured at approximately 30 feet below the tops of monitoring well casings <br /> ' - The prevailing ground water flow direction at the site is towards the east at a gradient of <br /> 0 003 <br /> - The lithology underlying the site is dominated by sandy silt and silty sand A poorly graded <br /> fine to medium sand layer was encountered from 25 feet to 30 feet and from 50 feet to 55 <br /> feet bsg A silty clay layer was encountered at 60 feet bsg <br /> - Ground water monitonng wells MW-1, MW-2, MW-3 and MW-4 are"properly screened" <br /> and should yield samples representative of shallow ground water conditions <br /> ' - The most intensely hydrocarbon-impacted soil was encountered in the area near the former <br /> . USTs and dispenser(MW-1) Soil contaminated with petroleum-hydrocarbons was limited <br /> ! Advanced GeaEnviranmental,Inc <br />
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