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3500 - Local Oversight Program
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PR0545872
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Last modified
7/21/2020 3:38:54 PM
Creation date
7/21/2020 3:27:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545872
PE
3528
FACILITY_ID
FA0025947
FACILITY_NAME
JAYS MINI MART
STREET_NUMBER
3302
Direction
N
STREET_NAME
WEST
STREET_TYPE
LN
City
STOCKTON
Zip
95204
APN
11705037
CURRENT_STATUS
02
SITE_LOCATION
3302 N WEST LN
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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� Nftopl \� <br /> 9.2 Soil Vapor Sample Collection <br /> After each soil vapor probe assembly is complete, a minimum of 48 hours of stabilization <br /> time will be allowed before collecting each vapor sample. Once the vapor points have been <br /> allowed to stabilize, the above ground sample equipment will be assembled. A magnehelic <br /> gauge will be fitted to the three-way sample port assembly to measure the vacuum while <br /> purging is conducted. Three purge volumes, using a 60-millimeter (ml) syringe, will be <br /> removed from the vapor probe assembly. The purge volume will be calculated based on the <br /> internal volume of tubing and annular space around the probe tip and the tubing volume of <br /> the above ground assembly. <br /> Once purging is complete, a 400 ml Summa canister, fitted with a 200 ml/minute flow <br /> restrictor, will be connected to the vapor probe assembly and samples collected. Prior to <br /> sampling, a leak check compound derived from commercial computer"dust-off' spray (such <br /> as 1,1-Difluoroethane, or similar) will be applied to rags and used to assist with monitoring <br /> leaks within the above ground vapor probe assembly. The "dust-off' spray will be sprayed <br /> into a plastic bag containing several cotton cloth rags. The rags will be placed adjacent to, <br /> but not touching, each portion of the sample apparatus, including the area where the Teflon <br /> tubing exits the ground. <br /> V <br /> Upon completion of the project and to the satisfaction of the EHD, the vapor probe will be <br /> removed and the boring will be grouted with neat Portland cement from the boring terminus <br /> to ground surface. x <br /> V <br /> 9.3 Laboratory Analytical Protocol —Soil Vapor ac° <br /> Utilizing H&P Mobile GeoChemistry's laboratory in Carlsbad, California (ELAP certified), 41,,vt-` <br /> each soil vapor sample will be analyzed for volatile organic compounds (VOCs) using EPA <br /> Method TO-15. In addition to the standard TO-15 analytical suite, MTBE, ETBE, DIPE, <br /> TAME, TBA, 1,2-DCA, EDB, and TPHg (carbon range C6 to C12) will be analyzed. s8' <br /> �.. Additionally, each soil vapor sample will be analyzed for the leak check compound, with a <br /> method detection limit of less than 10 pg/l. Each sample will be screened at the laboratory <br /> to evaluate for elevated concentrations. EPA Method 82606 may be employed for some <br /> 46— samples to prevent an elevated dilution factor, which would affect the detection limit of some <br /> of the compounds. For quality assurance/quality control purposes, a minimum of one <br /> duplicate sample will be collected immediately after the original sample from a selected <br /> vapor probe location. One trip blank provided by the analytical laboratory will be analyzed <br /> 6— for target compounds. Each soil vapor sample will be properly labeled and submitted under <br /> chain-of-custody procedures. <br /> 9.4 Laboratory Analytical Protocol—Soil <br /> Soil samples collected at the terminus of the each vapor point, approximately 4.5 to 5.0 feet -- <br /> bgs, will be analyzed for TPHg and TPHd by EPA Method 8015M; and BTEX, MTBE, ETBE, <br /> DIPE, TAME, TBA, 1,2-DCA, and EDB utilizing EPA Method 8260B. <br /> One soil sample will also be analyzed for physical properties by PTS Laboratories in Santa <br /> Fe, California using their Vapor Intrusion Package (Johnson-Ettinger). Physical soil property <br /> analyses and methodologies will include moisture content using API RP40/ASTM D2216; <br /> dry bulk and grain density using API RP40; total porosity using API RP40; air filled and <br /> water filled porosity using API RP40; effective porosity using ASTM D425M; total pore fluid <br /> Workplan to Conduct Subsurface Soil Vapor Intrusion Study \�/// <br /> ATC Project 54.26874.0001 v <br /> `' Page 7 <br />
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