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ARCHIVED REPORTS XR0009922
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EL DORADO
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7906
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2900 - Site Mitigation Program
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PR0540858
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ARCHIVED REPORTS XR0009922
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Entry Properties
Last modified
8/1/2019 11:42:04 AM
Creation date
8/1/2019 10:29:55 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009922
RECORD_ID
PR0540858
PE
2960
FACILITY_ID
FA0023360
FACILITY_NAME
ARCO SERVICE STATION #2130
STREET_NUMBER
7906
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95210
CURRENT_STATUS
01
SITE_LOCATION
7906 N EL DORADO ST
QC Status
Approved
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EHD - Public
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. June 21, 1993 Working To Restore Nature <br /> r <br /> ARCO Service Station No 2130 <br /> pressure to the extent that groundwater mounding occurs, literature indicates that ground- <br /> water mounding is the more typical response during sparging <br /> i <br /> Pressure <br /> Vadose zone pressure increases were observed at all sparge monitoring points while <br /> 1 sparging, with pressure responses directly related to the sparge flow rate In general, <br /> pressures increased at higher sparge flow rates and decreased at further distance from the <br /> sparge well In all cases, the pressure responses in crossgradient well MS-1 were an order <br /> of magnitude less than responses in downgradient well MS-2 even though both monitoring <br /> 1 <br /> points are the same distance (9 5 feet) from well AS-1 Pressure responses observed in well <br /> MS-3 during 10 to 12 acfm sparge only testing ranged from 0 3 to 12 inches of water <br /> column, well MS-3 is located approximately 19 5 feet downgradient from well AS-1 <br /> e � <br /> During the combined sparge/vent test, the pressure values recorded were lower than those <br /> observed during the sparge only test portions A vacuum was achieved in well MS-1 while <br /> pressure reductions as high as 58 percent and 46 percent were achieved in wells MS-2 and <br /> 1 <br /> MS-3, respectively Since vapor was being extracted at a measured flow rate of 190 to 192 <br /> acfm, while sparging was occurring at 20 to 27 acfm, continued vapor extraction would likely <br /> have resulted in continued pressure reductions and a transition from pressure to vacuum <br /> within the sparge and monitoring zones <br /> Ground-Water Quality <br /> 1 <br /> Ground-water samples were collected at selected intervals during all phases of testing for <br /> analysis of TPHg, BTEX, and DO Analytical results indicated a reduction in dissolved <br /> concentrations of TPHg in wells MS-1 and MS-2 TPHg reductions of 38, 52, and 67 <br /> 1 percent were identified in wells MS-1 during each test phase, while TPHg removal <br /> 30003-8 10 <br /> 1 <br />
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