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height is considered important to providing a ready access from the <br />Drennan koadipcademy Boulevard interchange. By referring to section J~S~ ? N~' <br />• I-I' the fill size and depth can be seen. This size is based upon <br />projected production of waste from the processing of sand on the rest of <br />the operation. It may be that the amount will be greater than is <br />assumed, but this fill design is based upon a rather conservative <br />projection of waste production and has been adjusted far the amount of <br />waste that will probably be needed for similar backfilling of the Sand <br />Fit area. Once again, this will take a considerable amount of time to <br />complete and therefore this area will be late to reclai~ / <br />i <br />In the event the ditch is moved to another location then the ridge <br />currently shown separating Phase Ile and IVe will 6e removed and the two <br />areas connected. This is another reason for placing Phase IVe near the <br />end of the operation. If the ditch is coved or removed then the <br />• direction of Dining could proceed frog north to south and no ridge would <br />occur. <br />WATEF_ No streams occur on the site and groundwater will not be <br />encountered in the operation, even at its maximum depth. The water <br />table is several feet below the bottom of the deepest portion of the <br />pit. Even rain from heavy storms as well as snowmelt does not stay in <br />the bottom of existing operations for mare than a few hours. The <br />material is far too permeable to permit standing water to occur or <br />develop. In esssence, water resources are not of concern on this site, <br />other than the ditch itself. <br />The ditch, will soon be placed under Academy Boulevard from the <br />Sand Pit operation to the west. The ditch will then proceed southward <br />• along the east side of Academy and on the western edge of Phase IIe to a <br />F'AGE 5 OF 14 - EXHIBIT E <br />