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2900 - Site Mitigation Program
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PR0538098
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
5/14/2019 11:44:44 AM
Creation date
5/14/2019 11:41:56 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0538098
PE
2950
FACILITY_ID
FA0022006
FACILITY_NAME
ACAPULCO GARDENS MEXICAN RESTAURANT
STREET_NUMBER
1650
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16703213
CURRENT_STATUS
01
SITE_LOCATION
1650 S EL DORADO ST
P_LOCATION
01
QC Status
Approved
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• <br /> Adrienne Ellsaesser [EH] <br /> From: Meeks, Steven @Waterboards <Steven.Meeks@waterboards.ca.gov> <br /> Sent: Monday, January 05, 2015 3:50 PM <br /> To: Adrienne Ellsaesser [EH] <br /> Subject: RE: Local Voluntary Cleanup Oversight Program <br /> Hi Adrienne, <br /> We have no problems with San Joaquin County taking the lead on this site; however, we do have some <br /> comments/concerns with the existing PCE data or lack of PCE data regarding the former dry cleaner site. Here are some <br /> of the concerns with the preliminary assessment report you have provided: <br /> 1. Understanding that 131-W through 133-W groundwater samples were part of a previous sample event in <br /> 2013, it would have been very helpful to include the analytical data report for these samples in this <br /> report for comparison and QA/QC checks. Only 137-W analytical results were provided. Given that 133-W <br /> was the sample with the highest TPHg value and resided inside the foot-print of the former dry cleaners <br /> (PCE concerns), it would be helpful to look at the reports for any QA/QC issues. Is there a previous <br /> assessment report that contains the 131-W through 133-W analytical lab reports?These should be looked <br /> at and verified. <br /> 2. Even if the groundwater PCE concentrations were non-detect,Table 2 should have included them since <br /> they are a chemical of concern. One would expect that if an EPA 8260 were run,that PCE would have <br /> been included if found; however, I can't verify this because the lab report was not included. This should <br /> be confirmed by looking at the lab report. <br /> 3. PCE vapor samples did show low PCE, however,the IPS tracer compound was detected at high enough <br /> concentrations to warranty repeat sampling and possibly depth discrete samples. We would require <br /> additional sampling to confirm the low PCE concentrations due to the tracer gas leak. Five-foot sample <br /> depths would be more appropriate to us. The three-foot sample depths may have been too shallow <br /> depending upon whether or not the site's surface was capped. <br /> 4. The report compares the concentrations of VOC vapors to ESLs. Other than TPHg, we do not use the <br /> ESLs from Region 2 since they are in a different climate region and have differing lithology than the <br /> Central Valley. We would use CHHSLs for indoor air and a modified V-Leach type model or a gas model <br /> that uses Henry's Law to predict groundwater leaching threats from VOC vapors. <br /> 5. Using IPA in a steel bowl may not be the best method for determining leaks due to an unknown <br /> volatilization rate of the alcohol given the unknown temperature. This means that the IPA gas <br /> concentration under the shroud was unknown and therefore ANY IPA detected leak would require a <br /> resample. I prefer to use helium as a leak detect compound, so I can gauge the concentration under the <br /> shroud with a helium detector and determine how much of a leak there was if helium were to be <br /> detected in the sample. If the leak was/is greater than 10%, then a resample would be warranted. <br /> However, an IPA sample could have been collected under the shroud for quantitative comparison, but I <br /> don't believe it was. <br /> 6. Were the vapor samples collected from the former locations of where the dry cleaning equipment was <br /> placed?This is typically where the leaks occur and is important when determining potential source areas <br /> (if one exists). <br /> 7. Just a side note: the text on page 2 of 9 for the preliminary assessment report (third bullet of the <br /> groundwater results) showed the wrong units for groundwater samples (84 mg/Kg should have been 84 <br /> ug/L). <br /> I hope these comments are helpful for you as you move forward with this project. Please keep us informed of these <br /> concerns/comments when they are addressed and feel free to call or email me if you have any questions. <br /> 1 <br />
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