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PR0009171
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
3/30/2020 11:50:21 AM
Creation date
3/30/2020 11:19:42 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0009171
PE
2960
FACILITY_ID
FA0004011
FACILITY_NAME
PORT OF STOCKTON-FUEL TERMINAL
STREET_NUMBER
0
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95203
CURRENT_STATUS
01
SITE_LOCATION
NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Mr. Jeff Baker -4 - ' 15 December 2008 <br /> Stockton Terminals Technica*mmittee <br /> On 3 December,.Stantec responded via email saying that their interpretation of the <br /> Regional Water Boards strategy for developing threshold concentrations for TBA for RO <br /> wells PS/MW-18 and PS/WC-1M was to calculate historical means from data dating <br /> back to February 2001. This explained the discrepancy between the Regional Water <br /> Board staff's and Stantec's threshold concentrations. Regional Water Board staff wrote <br /> back to Stantec on 3 December and explained that our 30 September 2008 email had <br /> determined that, since TBA is not presently included in the list of trigger constituents, <br /> the TBA threshold concentrations would be calculated using a median concentration of <br /> all historical data. <br /> Regional Water Board staff met with STTC representatives on 10 December. During <br /> the meeting the parties mutually agreed to a strategy for determining an historical mean <br /> for PS/MW-18 and PS/WC-1 M. The monitoring data between 2001 and 2008 would be <br /> randomly replicated to simulate a much larger normally distributed data set and <br /> evaluated for a mean concentration using a frequency histogram. The historical <br /> average concentration from this algorithm would serve as the threshold concentration <br /> for the two wells. Using this procedure, Regional Water Board staff calculated that the <br /> mean concentrations for PS/MW-18 and PS/WC-1 M were 14 pg/L and 134 pg/L, <br /> respectively. The calculations were sent via email to Stantec on 12 December 2008 for <br /> incorporation into the revised contingency plan. <br /> During the 10 December meeting, STTC also presented preliminary data and results <br /> from the PS/MW-20A through PS/MW-20D, OW-3CR, OW-3DR, and TS/MW-3D well <br /> installations. However, STTC requested to extend the 15 December 2008 due date for <br /> the TS/MW-3D pilot study work plan for remedial testing of the C zone and D zones to <br /> 27 January 2009. They said the well installation report for the installed wells would be <br /> submitted by 15 December, as planned. <br /> Our comments are presented below. <br /> 1. Regional Water Board staff concurs with the STTC's request that TBA be excluded <br /> from the list of trigger well constituents. The existing plan provides for installation <br /> and operation of a second ozone sparge array in the event that this constituent <br /> migrates beyond the ozone sparge system in excess of threshold concentrations. <br /> The threshold concentrations will be determined using the methodology discussed <br /> during the 12 December meeting. The resolution of these final issues will allow <br /> STTC to prepare the revised Contingency Plan. Please submit the revised plan by <br /> 27 January 2009. <br /> 2. We concur with STTC's request to submit the TS/MW-3D pilot study work plan by <br /> 27 January 2009 and the Well Installation Report by 15 December 20008. <br /> 3. As seen in the groundwater elevation maps in the Third QMR, the site-wide resurvey <br /> of the well casing elevations has eliminated the apparent groundwater mounds and <br /> sinks historically present in the vicinity of PS/WC-1 M, PS/WM-20, and OW-46. This <br /> result correctly shows that the anomalous elevations calculated in previous reports <br /> resulted from erroneous elevation data instead of actual groundwater conditions. <br />
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