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PAGE 8 OF 11 x ;f x ;f <br /> Pg X if X if X if requirement <br /> not in RWD # more info cmnts waived (Class <br /> RWD sufficient needed attch'd III only) <br /> d. Number and location of dwelling units <br /> 5. Current and estimated future use of ground water within <br /> 1 mile of the perimeter of the WMU <br /> DESIGN REPORT (2596) <br /> 1. Preliminary and as-built plans, specifications, and <br /> descriptions for all: <br /> a. Containment structures <br /> - see 2541 and Table 4.1 <br /> - special requirements for surface impoundments, 2540 <br /> b. Liners <br /> - see 2542 and Table 4.1 <br /> - Class III landfill liner requirement, 2533(b)(2) <br /> - if a WMU has a liner then it needs an unsaturated <br /> zone monitoring program, 2559(a), whenever feasible, <br /> 2550(a) <br /> - compatibility of liner and leachate, 2541(c) <br /> c. LCRS components <br /> - see 2543, figures 4.1 and 4.2, and Table 4.1 <br /> - an LCRS is required for Class II WMUs and Class <br /> III landfills with a liner or who accept sludge, <br /> 2543(a) <br /> d. Leak detection system components • <br /> e. Precipitation and drainage control facilities <br /> see 2546 <br /> f. Interim covers <br /> - see 2544 <br /> g. Subsurface barriers <br /> - see 2545 <br /> 2. Seismic design <br /> - see 2541, also 2595(f)(5) <br />