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` . . <br /> ~ <br /> ^ <br /> Mr. Greg Basso ' 23 March I988 <br /> d. Permeability Tests - 3DRT, cores* etc. <br /> e, Summary - Contains an analysis of all the control , record and <br /> permeability tests showing that the clay liner and sidewalla were <br /> constructed properly and meet all design specifications {permeability* <br /> liner thickness, leachate computability, etc.). <br /> Results of the control , record, and permeability tests should be presented <br /> in tabular and graphical form. For instance, soil moisture can be <br /> presented as o histogram /number of measurements vs. moisture content). <br /> Statistics should be used where appropriate. <br /> 4. Leachate Collection and Removal System - <br /> a. General description of how built <br /> I, sump construction <br /> 2. LCRS components and placement <br /> b. Control Tests <br /> C. Record Tests - <br /> d. Summary - Show that the LCRS meets all design specifications. <br /> 5. Monitoring System - <br /> a. General description of how built <br /> b. LCRS monitoring <br /> C. Vmdose zone monitoring <br /> d. Ground water monitoring <br /> 6. Variations from the 15 September 1987 Design Plan - Describe and justify <br /> any changes/deviations from the original design plan. <br /> 7. Problems - Describe any problems encountered during construction and their <br /> resolution. An example would be the diesel fuel contaminated LCRS rock. <br /> 8. As-Built Drawings - <br /> a. A complete set of the drawings showing the final contours and <br /> elevations of the WMU. Should also show location and elevation of <br /> major components such as the sump, lJ(simetars, and any temporary <br /> structures, <br /> b. Detail drawing of major and minor components such as the sump, base <br /> LCR3^ sidawull LCRS, lJ/simeters, etc. <br />