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<br />v <br /> <br />FIGURE I. DAM CROSS SECTION AT THE MAXIMUM HEIGHT <br /> <br />H <br /> <br />CR E ST WIDTH <br /> <br />.... <br />z <br />w <br />~ <br />'" <br />z <br />;A <br />~.... <br />wI: <br />~'" <br />:J~ <br />~I: <br />X <br />.. <br />~ <br /> <br /> <br />SPILLWAY FREEBOARD <br /> <br />DOWNSTREAM <br />SLOPE <br /> <br />?i N <br />Ot-!! <br />~~ g <br />....'" . <br />;!l.I.I .. <br />~X~ <br /> <br /> <br />=-..=r_ <br /> <br />" <br /> <br />CENTERLINE CF DAM <br /> <br />ADJUSTMENT FOR SLOPE <br />OF NATURAL TERRAIN <br />SLOPE OF NAruRAL TERRAIN <br /> <br />NOTE' <br /> <br />I. SLOPES ARE SXPRESSED AS <br />TO VERTICAL OISTANCE IVI. <br />uPSTREAM FACE AND 2' I <br /> <br />A RATIO OF HORIZONTAL DISTANCE (HI <br />TYPICAL SLOPES ARE 3. I ON THE <br />OM THE DOWNSTREI\'" FI\CE, <br /> <br />Z.THIS IS TtE HEIGHT OF TIiE DAM TO THE SPILLWAY AS DESIGNATED IN <br />SECTION 37.87. 105, C, R.S. (1973)( 19B1I Su...) <br /> <br />3, FOR LIVESTOCK WATER TANKS AND EROSION CONTROL DANS Tl<E <br />HEIGHT TO THE SPILLWAY MEASUREMENT IS MADE FROM THE <br />UPSTREAM roE BASED ON ESTABLISHED POLICY. <br /> <br />NORMAL t.IAX...... <br />WATER STORAGE LEVEl. <br />(LEVEL OF THE EMERGl':HCY <br />SPILLWAY <br /> <br /> <br />U~REAN H.' ~~~~~=n <br /> <br /> <br />