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1 173 <br /> <br /> 1 A Very difficult for me to really honestly <br /> 2 ld -- i <br />I <br />d <br />i <br />th <br />if <br /> wou <br />say. <br />n all cases, <br />I were <br />o <br />ng <br />e <br />' 3 plan myself, I would assume the worst case scenario, <br /> 4 just so I would have freeboard, and having freeboard <br /> 5 and everything else, and it isn't that much more <br /> 6 expense or that much deeper or that much wither of a <br />' 7 trench to plan for that 130 percent larger just to <br />' 8 be on the safe side. <br /> 9 And that's where I would have gene and <br />1 l0 recommended to my clients if I had had it. <br /> 11 Q Do you consider the 100-year 24-hour, <br />' 12 then, appropriate for temporary ditch design? <br /> 13 A Yes. <br />' <br /> 14 q Have you ever been to the site? <br /> 15 A No. <br /> 16 Q In your discussion you mentioned that <br />' 17 there could be a problem related to flooding <br /> 18 occurring when the embankments were built, tut that <br /> 19 there w <br />u know <br />-- <br />t th <br />d <br />ti <br />d th <br /> , <br />as <br />an <br />a <br />ere, yo <br />you men <br />one <br /> 20 there may be a scenario, back-to-back 500-year <br /> 21 storms, and that the Division needed to consider <br /> 22 that. <br /> 23 I wondered if, in your scenario, if you <br /> 24 considered that the 100-year diversions would be <br /> 25 constructed at the beginning of operations and, if <br />' <br /> AGREN, BLANDO & BILLINGS <br /> <br />