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2900 - Site Mitigation Program
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PR0536116
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Last modified
3/4/2020 2:47:59 PM
Creation date
3/4/2020 2:38:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0536116
PE
2950
FACILITY_ID
FA0020749
FACILITY_NAME
CALPINE CONTAINERS INC
STREET_NUMBER
1301
Direction
E
STREET_NAME
LOCKEFORD
STREET_TYPE
ST
City
LODI
Zip
95240
APN
04934026
CURRENT_STATUS
01
SITE_LOCATION
1301 E LOCKEFORD ST
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Stantec <br /> PHASE 11 ENVIRONMENTAL SITE ASSESSMENT REPORT <br /> Field Activities <br /> March 31,2011 <br /> samples. The purge volume test was conducted at a flow rate between 100 to 200 milliliters per <br /> minute(ml/min). <br /> Disposable gas tight syringes were used to purge the soil vapor wells. Prior to using a syringe, a <br /> stopcock was placed on the syringe and the plunger on the syringe was drawn back to verify the <br /> syringe did not have a leak. To create the vacuum on the sample tubing for the purging of probe, <br /> the syringe is drawn back creating the vacuum on the sample point. <br /> 2.2.2.3 Leak Test <br /> Leak tests were conducted to evaluate if a good seal was established in the sampling <br /> train, ground surface, and probe interface. Leak tests were conducted at every vapor <br /> sampling point. Isopropyl alcohol was used as the leak check compound. Isopropyl alcohol was <br /> applied to clean rags and placed around all connections in the sampling train in order to evaluate <br /> potential leaks of ambient air into the sampling train. A shroud was placed over the sampling <br /> equipment during the sample collection. <br /> 2.2.2.4 Soil Vapor Purging and Sample Collection <br /> The soil vapor purge/sample flow rates were between 100 to 200 ml/min. This flow rate was <br /> used because it does not enhance compound partitioning during the soil vapor sampling and <br /> limits stripping, prevents ambient air from diluting the sample, and reduces the variability in <br /> purge rates, and is consistent with the DTSC Guidance for soil vapor collection. <br /> The soil vapor samples from boreholes SV-1 through SV-4 and SV-6 were collected in SUMMA® <br /> canisters. Nylaflow tubing was used to attach the soil vapor well to the flow regulator and <br /> vacuum gauge that were attached to the SUMMA® canister. The soil vapor samples were <br /> collected at a low flow rate consistent with Cal-EPA DTSC protocols. <br /> The SUMMA® canisters (the primary and duplicate sample) that were to be used on borehole <br /> SV-5 were defective and would not fill completely. As part of the trouble shooting in the field, <br /> the flow regulator and vacuum gauge were replaced however; the SUMMA®canisters still would <br /> not fill. The SUMMA® canisters were only '% full and would require significant dilution from the <br /> analytical laboratory to perform the analyses thereby raising the detection limits on the sample. <br /> In order to keep the detection limits as low as possible, the soil vapor samples from SV-5 were <br /> collected in 1-liter tedlar bags. A new disposable gas tight syringe was used to draw the sample <br /> from the soil vapor probe into the tedlar bag for analyses. <br /> The SUMMA®canisters and tedlar bags were placed in a cooler and transported via a courier to <br /> BC Labs under COC procedures. The soil vapor samples were analyzed for VOCs including <br /> both the halogenated and petroleum based VOCs using EPA Method TO-15. The soil vapor <br /> samples were not chilled and condensation was not observed within the sample containers. <br /> The soil vapor samples were run on a 10-day turnaround time. <br /> is\projects\c 1pine\lodi\report\lodi.svrpt.do" 2.4 <br />
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