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<br />~ <br /> <br />Woodward.CIyde Consultants <br /> <br />.--: ~ ~l""" <br />t..Uo,./{ <br /> <br />~ <br /> <br />unprotected eme~gency spillway and othe~ channels if velocities <br /> <br />u~e too high (Ref. 4). Further, we have some conce~n that <br /> <br />e~osion of loose material caused by the slaking and weathe~ing <br /> <br />J <br /> <br />of the Pie~re shale, as well as erosion of the su~ficial soils, <br /> <br /> <br />might tend to clog the se~vice spillway c~nel. We recommend <br /> <br /> <br />that these ~isks be examined and that J~~ riate design <br /> <br /> <br />modifications be made, if applicable!') <br /> <br />. <br /> <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />- 18 - <br /> <br />. <br /> <br />~ <br />~ <br />