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WORK PLANS_FILE 1
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0543845
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WORK PLANS_FILE 1
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Last modified
2/7/2020 8:28:26 AM
Creation date
10/23/2018 4:28:24 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
FILE 1
RECORD_ID
PR0543845
PE
3526
FACILITY_ID
FA0005867
FACILITY_NAME
STOCKTON METRO AIRPORT*
STREET_NUMBER
5000
Direction
S
STREET_NAME
AIRPORT
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
17726034
CURRENT_STATUS
02
SITE_LOCATION
5000 S AIRPORT WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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3,2.3 Soil SAMIolin and An_'*_ <br /> During the drilling of the SVE test wells, soil samples will be collected at 5-foot intervals using a <br /> modified California split-spoon sampler lined with brass or stainless steel sleeves, The proposed <br /> AS well will be continuously cored, A field geologist will log the continuous core and all soil <br /> samples for hydrogeologic and lithologic characteristics according to the Unified Soil Classification <br /> System, and screen each sample for any organic vapors using a photoionization detector (PID), <br /> To further quantify the mass of gasoline compounds within the former UST source area, the <br /> discrete soil samples collected at 10, 20, 30, 40 and 45 feet from the proposed nested SVE test <br /> wells and at 10, 20 and 25 feet from the single-casing well boring will be submitted for laboratory <br /> analysis, Each soil sample will be sealed with Teflone film and plastic end caps, labeled, <br /> packaged in an iced cooler, and transported with chain-of-custody documentation to a state of <br /> California-certified hazardous waste testing laboratory for analysis. <br /> The lab will analyze each of the soil samples for TPH-as-jet fuel by EPA Method 8015M, TPH-as- <br /> gasoline and BTEX by EPA Method 802113 3C1f kt and/or 8260B, and for MTBE, PIPE, ETBE, <br /> TAME, TBA, 1,2-DCA and EDB by EPA Method 8260B. <br /> 3.3 Remedial Feasibility Testing <br /> two The proposed remedial feasibility testing will include a soil vapor extraction test and an air sparge <br /> test. Groundwater samples will also be collected for microbial analysis to evaluate monitored natural <br /> attenuation as a potential remedial alternative. <br /> 1.3._1 Soil Vapor Extraction Tests <br /> To evaluate the effectiveness of SVE on subsurface vadose zone soils,four-hour SVE tests will <br /> be conducted on each of the five SVE well screen intervals, for a total of 20 hours of SVE testing, <br /> The SVE test equipment will consist of a 5-horsepower vacuum blower, air filter, silencer and <br /> knockout tank. The SV E blower will produce air-flow at a rate of up to 200 cubic feet minute (cfm) <br /> and a vacuum of up to 15 inches of mercury. Soil vapors extracted during the tests will be filtered <br /> through two, 200-pound activated carbon drums, prior to discharge to the atmosphere, <br /> Vacuum gauges and air-tight well caps will be placed on the surrounding observation wells (MW- <br /> 1, IW-3 and the SVE wells not being used as a test well), During the SV E tests, stack air-flow <br /> and test well vacuum rates will be monitored, and lower explosive limit (LEL), organic vapor <br /> concentration, oxygen concentration, and wellhead vacuum and will be measured every hour in <br /> the observation wells. <br />
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