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2900 - Site Mitigation Program
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PR0545496
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Last modified
3/24/2020 3:26:09 PM
Creation date
3/24/2020 3:13:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0545496
PE
2957
FACILITY_ID
FA0003564
FACILITY_NAME
BLUE STAR
STREET_NUMBER
4040
Direction
E
STREET_NAME
MAIN
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
15727503
CURRENT_STATUS
02
SITE_LOCATION
4040 E MAIN ST
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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purge volumes. If a new purge volume is selected in areas of different lithology,then the soil gas <br /> investigation may be continued with the revised purge volume in the remaining <br /> The purge volume(also referred to as the"dead space volume")can be areas with the same lithology. <br /> estimated by summation of the following components:(a)the internal volume of <br /> tubing used;(b)the void space of the sand pack around the probe Up;and(c)the 2.6 Purge/Sample Flow Rate and Applied Vacuum <br /> dry bentonite in the annular space. Sample containers are not included in the <br /> purge volume calculation,except when non-evacuated glass bulbs are used. In Purge/sample flow rates between 100 to 200 mUmin and vacuums less than 100 <br /> those instances,the volume occupied by the non-evacuated glass bulbs should inches of water for standard small diameter(1/8 to 1/4 inch)tubing should be <br /> be added to the purge volume to account for mixing and dilution of gasses inside maintained to minimize partitioning of vapors from pore water to soil gas(i.e., <br /> the glass bulb. The step purge tests of one(1),three(3),and ten(10)purge stripping),prevent ambient air from diluting the soil gas samples,and to reduce <br /> volumes should be conducted to determine the purge volume to be applied at all the variability of purging rates from contractor to contractor. Low flow <br /> sampling locations. Select the appropriate purge volume based on the highest purge/sample rates and vacuums of less than 100 inches of water increases the <br /> concentration of the compound(s)of concern detected during the step purge likelihood that representative samples will be collected.The purge/sample rate <br /> volume test. Optimize the purge volume for the compound(s)of greatest may be modified based on conditions encountered in individual vapor wells. <br /> concern. Avoid extensive purging for soil gas samples collected at less than five These modified rates should be documented in the soil gas report. A flow rate <br /> (5)feet bgs.Conduct the step purge test and purging at the same flow rate and greater than 200 mUmin may be used in certain cases,such.as when larger <br /> applied vacuum as soil gas samples. If the pump is battery operated,check the diameter tubing are used with deeper vapor wells that are greater than 40 feet <br /> batteries before and during operation to insure a proper charge is maintained. bgs. However,a vacuum of 100 inches of water or less must be maintained <br /> during sampling whenever a higher Flow rate is used.Large volume sample <br /> A default of three(3)purge volumes should be extracted prior to sampling in the containers,such as the 6L-SUMMA®canisters should be avoided for shallow <br /> following cases: samples collected at less than five feet bgs. <br /> • If VOCs are not detected in any of the step purge tests Evaluate lithologic conditions adjacent to the vapor well to determine if the <br /> • If a SUMMA®canister is used for sampling soil gas purge/sample Flow rate is attainable. A vacuum gauge or similar device should <br /> • For shallow soil gas samples(collected at less than five feet bgs) be used between the soil gas sample tubing and the soil gas extraction devices, <br /> such as a vacuum pump,or SUMMA®canister. Gas tight syringes may also be <br /> Include the purge test data in the report to support the purge volume selection. used to qualitatively determine if a high vacuum soil condition is present.If a high <br /> The data set should include the purge volume test as well as the Flow rate, vacuum condition due to tight or low permeability soil is present,the sampling <br /> vacuum exerted on the formation,and duration of each purge step. technician will have a feeling of suction while the plunger on the syringe is being <br /> withdrawn. Conduct soil gas permeability testing at an optimal vacuum to <br /> Additional Purge Volume Tests determine the gas permeability of the soil surrounding the probe tip(McAlary,et <br /> al.,2009)(See Appendix D). <br /> Additional purge volume tests may be necessary when warranted by site-specific <br /> situations. For example if widely variable or different site soil types are <br /> encountered during continuous coring conducted prior to the soil gas survey,or if 2.7 Sample Containers <br /> the default purge volume of(3)is used and another VOC of concern not detected <br /> previously is subsequently detected. Collect samples in gas-tight containers and handle in a manner that will prevent <br /> photo degradation of the target analytes. Sample containers should not <br /> If a new purge volume is selected in areas of similar lithology after additional step compromise the integrity of the samples. <br /> purge volume tests are conducted,then ten percent of the previously-completed <br /> vapor wells should be re-sampled using the new purge volume. Re-sampling 1. If a syringe is used,it should be leak-checked before each use by closing the <br /> may be necessary for all previously sampled vapor wells depending on site exit valve and attempting to force a®bient air through the needle. The use of <br /> conditions. The soil gas investigation may then be continued with the revised gas-tight glass syringes with Teflon seals is preferred. The use of plastic <br /> purge volume in the remaining areas. syringes is discouraged because of the interaction between the plastic(or <br /> rubber)of syringes and some target analytes. <br /> 3/3/2010 -25- 3/3/2010 -26- <br />
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