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MONITORING AND REPORTING PROGRAM 11 <br /> FOR FOOTHILL SANITARY LANDFILL <br /> CLASS III LANDFILL <br /> SAN JOAQUIN COUNTY <br /> 1. Constituents of Concern <br /> The 'COC list' (list of Constituents of Concern required under 23 CCR 2550.3) shall <br /> include all constituents listed in Tables I, II, III and IV (above), the Waste Discharge <br /> Requirements Order No. 94- and all constituents listed in Attachment D. The <br /> Constituents of Concern shall be for water-bearing media (i.e., ground water, surface <br /> water, and the vadose zone.) The Discharger shall monitor all COCl every five years, or <br /> more frequently as required. <br /> 2. Concentration Limits <br /> The Concentration Limit for any given Constituent of Concern or Monitoring Parameter in <br /> a given monitored medium (i.e., the uppermost aquifer) at a landfill shall be as follows, <br /> and shall be used as the basis of comparison with data from the Monitoring Points in that <br /> monitored medium: <br /> a. The background value established in the Monitoring and Reporting Program for that <br /> constituent and medium; <br /> b. The constituent's background value, established anew during each Reporting Period <br /> using only data from all samples collected during that Reporting Period from the <br /> Background Monitoring Points for that monitored medium. Either: <br /> i. The mean (or median, as appropriate) and standard deviation (or other <br /> measure of central tendency, as appropriate) of the constituent's background <br /> data; or <br /> ii. The constituent's MDL, in cases where less than 10% of the background <br /> samples exceed the constituent's MDL; or <br /> c. A concentration limit greater than background, as approved by the Board for use <br /> during or after corrective action. <br /> Surface water concentration limits will be developed when sufficient data is available. <br /> The Discharger proposes to use intrawell comparisons to detect release of wastes from the <br /> landfill. Sufficient data to demonstrate that natural ground water variations between <br /> upgradient and downgradient wells require the use of intrawell comparisons, has not been <br /> submitted. The following table lists proposed concentration limits for each well. Until a <br /> satisfactory demonstration is made, the upgradient well MW-1 will serve as the <br /> background well for the site. Concentration limits for MW-1 are shown in the following <br /> table. <br />