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7 WATER QUALITY PROTECTION STANDARD <br /> The wateruali protection standard consists of the list of sampling parameters, their <br /> q tYP P g <br /> respective concentration limits, the monitoring points, and the point of compliance (CCR, <br /> Title 23, Section 2550.2). The corrective action monitoring program will continue until <br /> the Corral Hollow Sanitary Landfill is in compliance with the WQPS, the components of <br /> which are described below. <br /> 7.1 Sampling Parameters <br /> The sampling parameters proposed for the corrective action monitoring program are listed <br /> on Table 1. <br /> 7.2 Concentration Limits <br /> In a detection monitoring program, concentration limits provide the basis for identifying a <br /> release from a waste management unit and are not to exceed the background <br /> concentration for any given parameter. When a release from a waste management unit has <br /> been identified and corrective action measures have been implemented, concentration <br /> limits are used to demonstrate the effectiveness of the corrective action monitoring <br /> program. The proposed concentration limits for groundwater at the Corral Hollow <br /> Sanitary Landfill are described in the following sections. <br /> 7.2.1 Groundwater <br /> Proposed concentration limits for synthetic organic parameters and inorganic parameters <br /> in groundwater are described below. <br /> Synthetic Organic Parameters. The proposed concentration limits for synthetic <br /> constituents in samples from the unimpacted wells MW-4 and SB-1 will be their respective <br /> method detection limits. Since by definition synthetic organic compounds are not naturally <br /> occuring in groundwater, their presence is an indication of a release. Since MW-5 is <br /> impacted, the concentration limits for MW-5 will be set using the Kendall Rank <br /> Correlation test for trend. The Kendall Rank Correlation test for trend, also called the <br /> - :1 <br /> SAC�N�PJ0�0939�09390031.9BG 94V16 Rev.0,4/21/95 <br /> 0939-003.19 7-1 <br />