Laserfiche WebLink
r1 <br />LJ <br /> <br />SPILLWAYS BETWEEN T-2 AND OUTFACE 001 <br /> <br />6/ 6 <br />Two 4 inch emergency spillway pipes have adegate capacity to <br />handle the design flow of 70 gym. One 6 inch diamter <br />primary spillway has the capacity to handle the design flow. <br />If the 25-year event occured, the maximum flow expected from <br />the long pond would be the maximum capacity from one 6-inch <br />primary spillway and two four inch diameter emergency <br />spillways. Since the long pond and pond T-2 have identical <br />spillway configurations, the 25-year event will be decanted in <br />the same manner from both ponds. <br />The primary spillway will be a six inch diameter pipe. The <br />emergency spillway will be two four inch diameter pipes. <br />• <br />The <br />e <br />i * ~~ 1923 <br />• <br />~A •. <br />.6+ •. <br />~i'OE ~' • •.... •' <br />~: S/0 N A~~ <br />ions and information presented on the preceeding <br />.through P-9-10, was prepared by me during the <br />p~nber 1992 and revised August and September 1995, <br />~~1on presented is true and correct to the best of <br />i~~l belief. <br />;~- - 9 z~ 9s <br />s E. Stover Date <br />EL~'~ E. No. 19230 <br />• P-9-10 <br />09-27-95 <br />