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ARCHIVED REPORTS XR0006429
EnvironmentalHealth
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DURHAM FERRY
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4491
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3500 - Local Oversight Program
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PR0544625
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ARCHIVED REPORTS XR0006429
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Last modified
7/3/2019 9:01:18 PM
Creation date
7/3/2019 4:37:28 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006429
RECORD_ID
PR0544625
PE
3528
FACILITY_ID
FA0003113
FACILITY_NAME
ZAPIEN MARKET
STREET_NUMBER
4491
Direction
W
STREET_NAME
DURHAM FERRY
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25504003
CURRENT_STATUS
02
SITE_LOCATION
4491 W DURHAM FERRY RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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CIARWATER <br /> G R O U P, I N C <br /> Soil vapors were tested from well RW-1 to evaluate volatile soil gas concentrations <br /> These samples were analyzed for TPHg and BTEX by Trace Analysis Laboratory, Inc <br /> The sample results from RW-1 revealed 80,000 mg/m3 TPHg and 20,400 mg/m3 <br /> total BTEX with the vapor extraction system operating Air sample analytical results <br /> are summarized on Table 5 Certified analytical reports are presented in Appendix <br /> B <br /> The sample from RW-1 indicates that volatilization from the groundwater/air <br /> interface is significant Even at low vapor flow rates, hydrocarbon recovery could be <br /> successful At the maximum flowrate induced during the test (45 cfm), hydrocarbon <br /> recovery rates were approximately 320 lbs/day (53 gal/day) At lower flowrates (-20 <br /> cfm), hydrocarbon recovery would still be substantial at approximately 140 lbs/day <br /> (23 gal/day) These initial recovery rates should be viewed as maxima because the <br /> fduration of the vapor extraction test on RW-1 did not exceed the time needed to <br /> extract one pore volume from the zone of soil contamination Approximately a <br /> tenth of a contaminated pore volume had been extracted at the time the air sample <br /> was collected Even if hydrocarbon recovery rates are an order of magnitude less <br /> than those calculated (32 lbs/day vs 320 lbs/day), they would still be great enough to <br /> warrant consideration of soil vapor extraction as a remedial alternative <br /> 5 3 3 _Soil Vapor Extraction Test Results <br /> A soil vapor extraction test with no concurrent groundwater extraction was <br /> performed on vapor wells VW-1, VW-2, and VW-3 Vapor wells VW-2 and VW-3 <br /> were capable of similar vacuums and flowrates, but vapor well VW-1 produced <br /> vacuums and flowrates more similar to RW-1 The maximum vacuum applied to <br /> VW-2 and VW-3 was 60 in w c , which generated flowrates of 15 and 10 cfm, <br /> respectively The maximum vacuum applied to VW-1 was 60 in w c , which <br /> generated a flowrate of 58 5 cfm Vacuums and corresponding flowrates for VW-1, <br /> VW-2, and VW-3 are summarized on Table 4 Oxygen concentrations in the <br /> extracted vapor were ---1% Percent of lower-explosive-limit for the vapors from <br /> VW-2 and VW-3 was approximately 29% Vacuum and flowrate data is included in <br /> Appendix E <br /> I The effective radii of influence for VW-2 and VW-3 were estimated in the same <br /> fashion described for RW-1 The effective radii of influence for VW-2 and VW-3 are <br /> approximately 20 feet and 17 feet, respectively Radius of influence data for VW-1 <br /> was not collected However, considering that the vacuum versus flowrate <br /> characteristics of VW-1 are more similar to RW-1 than VW-2 and VW-3, the radius <br /> of influence is probably approximately 30 feet (greater than VW-2 and VW-3, but <br /> less than RW-1) Radius of influence data is presented in Appendix E <br /> I D-I07, PAR RAP <br /> 12 February 21, 1996 <br />
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