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PR0544190
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
2/27/2019 2:19:24 PM
Creation date
2/27/2019 10:47:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0544190
PE
3528
FACILITY_ID
FA0004950
FACILITY_NAME
CENTER STREET PARTS
STREET_NUMBER
1717
Direction
S
STREET_NAME
CENTER
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16507228
CURRENT_STATUS
02
SITE_LOCATION
1717 S CENTER ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Page 1 of 1 <br /> Mike Infurna JEH] <br /> From: Nuel Henderson [EH] <br /> Sent: Thursday, April 29, 2010 11:44 AM <br /> To: Mike Infuma [EH] <br /> Cc: 'Carrow,John (PSC)'; 'panderson@pscnow.com' <br /> Subject: 1717 Center Street Call <br /> Mike, <br /> John Carrow and Paul Anderson called me to discuss the site status and next steps, they thought you would <br /> participate in the discussion, but were not aware you would be in training this morning.They want to progress <br /> toward closure addressing our remaining concerns,which I discussed with them.We also discussed the CUF <br /> recommendation for site closure consideration.They are awaiting a comment letter on their CPT investigation <br /> report and would like the following discussion items noted in the comment letter: <br /> 1) As a worse case scenario, the CPT2 and MW-5A data should be considered to demonstrate one plume <br /> of impacted groundwater and its mass, inferred lateral extent, migration direction and degradation rate <br /> should be evaluated in terms of its potential threat to groundwater, human health, etc. <br /> 2) Mass estimates should be updated for sorbed and dissolved COCs and compared to pre-remediation <br /> sorbed and dissolved masses to demonstrate effectiveness of remedial effort; <br /> 3) Trend analysis of CDCs concentrations since remediation should be revisited to estimate time required <br /> to achieve WQOs from the current residual masses; degradation rates inferred from pre-remediation data <br /> can be utilized as a check on the rates inferred for the current masses; <br /> 4) Groundwater flow direction through time for the depth intervals of interest should be reevaluated to <br /> demonstrate whether or not MW-4 is a true down-gradient well and whether or not the data from PH6 is of <br /> potential concern; <br /> 5) Shallow soil data will be compared to SFBRWQCB's ESLs. <br /> 6) Based on my current concepts about the site data,the recently acquired deep groundwater data from <br /> CPT3 does not appear to be related to the subject site, and if PSC also believes this to be the case,they <br /> should demonstrate that interpretation from the site data and show that an interpretation that it is related <br /> to the subject site is cannot be supported by the data. <br /> I informed them that the general points that must be addressed to get a concurrence on a site closure request is <br /> to demonstrate extent of plume, a stable and declining extent and mass, lack of threat to human health or <br /> sensitive receptors, and an estimate of the time required to achieve WQOs.Although I didn't mention it at the <br /> time, the requirements of the Tri-Regional Guidelines Appendix A must also be met. If you have other concerns <br /> that I omitted discussing with John and Paul, please communicate those concerns to them,and me,ASAP. <br /> Nuel <br /> ti <br /> 4/30/2010 <br />
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