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a <br />n <br />e <br />C <br />L <br />i <br />c <br />c <br />i <br />1 <br />i <br />n <br />i <br />7560 <br />7540 <br />7520 <br />7500 <br />TOP OF EMBANKMENT <br />ELEV. 7530.0' <br />MIN, WIDTH = 15.0' <br />PLAN VIEW - POND 01 BOA DLJIUiN <br />M <br />PRINCIPAL SPILLWAY <br />EMERGENCY SPILLWAY <br />STAGE <br />(FT.) <br />EXISTING INVERT ELEV. 7525.0' <br />BOTTOM WIDTH : 50.0' <br />DESCRIPTION <br />GROUND 48 -CMP RISER <br />15.0' <br />INVERT ELEV. 7527,5' <br />RIPHAP <br />WITH TRASH RACK <br />PEAK <br />SIDE <br />` <br />ELEV. 7520.0' <br />FLOW <br />OUTLET 48" CMP <br />REQUIRED <br />1 <br />DISCHARGE <br />SLOPE <br />APPROX. LENGTH 80.0' <br />VELOCITY <br />DEPTH <br />ELEV. 7513.8' <br />D(50) <br />MIN. SLOPE 6.4% <br />(CFS) <br />2 <br />- - - - <br />(FPS) <br />(FT) <br />(FT) <br />(IN) <br />CREST <br />80.7 <br />3H:1V <br />0.0 <br />1.7 <br />0.9 <br />1.6 <br />GRAVEL <br />OUTFLOW <br />-�3 <br />3HAV <br />33 <br />7.8 <br />0.5 <br />1.0 <br />BOTTOM OF POND ANTI -SEEP <br />- <br />KEYWAY <br />ANTI -SEEP COLLARS <br />3H:1V <br />ELEV. 7505.0' COLLAR <br />(MIN. 5.0-DEEP, <br />NATURAL GROUND a CENTERLINE <br />1.0 <br />6 <br />(Design size -Pader method) <br />10.0'WIDE) <br />OF EMBANKMENT ELEV. 7506.4' <br />'inn <br />7480 0 <br />NOTE: <br />1.1 EMBANKMENT CREST AND OUTSLOPES REVEGETATED <br />WITH APPROVED TEMPORARY GRASS SEED MIX. <br />17 <br />7560 <br />7540 <br />W <br />z <br />0 7520 <br />W <br />J <br />W <br />7500 <br />7480 0 <br />NOTE: <br />1.) EMBANKMENT CREST AND OUTSLOPES REVEGETATED <br />WITH APPROVED TEMPORARY GRASS SEED MIX. <br />100 cuu <br />DISTANCE (Ft.) <br />A CROSS - SECTION - A--A' <br />t3.9 t3.a Vertical Scale 1 " =25' <br />Horizontal Scale 1 " =25' <br />7560 <br />7540 <br />LL <br />75200 <br />7500 <br />:1 <br />W <br />J <br />W <br />I� <br />ZUU """ - -- <br />100 DISTANCE (Ft.) <br />B CROSS - SECTION - S--B' <br />13.8 13.8 Vertical Scale 1 " =25' <br />Horizontal Scale 1 " =25' <br />7560 <br />7540 <br />LL <br />z <br />7520 0 <br />W <br />LU <br />W <br />115011M <br />7480 <br />NOT TO SCALE "� <br />EMEPGENC Y SPIL L WA Y SCHEDUL E <br />ELEV. <br />(FT. -MSL) <br />STAGE <br />(FT.) <br />AREA <br />(ACRES) <br />TOT. CAP. <br />(AC. -FT.) <br />DESCRIPTION <br />7505.0 <br />0.0 <br />RIPHAP <br />0.00 <br />PEAK <br />SIDE <br />CHANNEL <br />0.49 <br />FLOW <br />REQUIRED <br />SECTION <br />DISCHARGE <br />SLOPE <br />SLOPE <br />VELOCITY <br />DEPTH <br />FREEBOARD <br />D(50) <br />(CFS) <br />15.0 <br />( %) <br />(FPS) <br />(FT) <br />(FT) <br />(IN) <br />CREST <br />80.7 <br />3H:1V <br />0.0 <br />1.7 <br />0.9 <br />1.6 <br />GRAVEL <br />OUTFLOW <br />191.6 <br />3HAV <br />33 <br />7.8 <br />0.5 <br />1.0 <br />9 <br />OUTFLOW <br />191.6 <br />3H:1V <br />12.5 <br />8.3 <br />0.8 <br />1.0 <br />6 <br />(Design size -Pader method) <br />9 <br />(SCC Construction size) <br />NOTE: <br />1.) OUTFLOW CHANNEL DESIGNED FOR 25 -YEAR, 24 -HOUR PEAK FLOW. <br />(COMBINED DISCHARGE FROM PRINCIPAL AND EMERGENCY SPILLWAYS) <br />POND 016A S TA GE CAPACITY <br />ELEV. <br />(FT. -MSL) <br />STAGE <br />(FT.) <br />AREA <br />(ACRES) <br />TOT. CAP. <br />(AC. -FT.) <br />DESCRIPTION <br />7505.0 <br />0.0 <br />0.21 <br />0.00 <br />BOTTOM OF POND <br />7510.0 <br />5.0 <br />0.49 <br />1.70 <br />7513.8 <br />8.8 <br />0.72 <br />3.99 <br />INSIZED VOLUME <br />7515.0 <br />10.0 <br />0,80 <br />4.90 <br />7520.0 <br />15.0 <br />1.12 <br />9.67 <br />REVIEWED AND <br />SIGNED BY <br />7525.0 <br />20.0 <br />1.47 <br />16.13 <br />PRINCIPAL SPILLWAY <br />7527.5 <br />22.5 <br />1.65 <br />20.03 <br />EMERGENCY SPILLWAY <br />7530.0 <br />1 25.0 <br />1 1.84 <br />24.39 <br />TOP OF EMBANKMENT <br />S. <br />TR <br />PRINCIPAL SPILLWAY <br />INVERT ELEV, 7525,0' <br />CORRUGATED METAL PIPE RISER <br />1 90 DEGREE ELBOW WELDED TO IT. <br />TYPICAL TRASH RACK DETAIL <br />PRINCIPAL SPILLWAY <br />DETAIL /SECTION <br />N A NUMBER <br />6 6 <br />DRAWING No. WHERE DRAWING No, WHERE <br />DETAIL /SECTION DETAIL /SECTION <br />IS REFERENCED IS SHOWN <br />Not To Scale <br />PROFESSIONAL ENGINEER'S STA TEMENT <br />/, Thomas E. Leidich, state that the changes in ( <br />PR -03, dated 4103 was prepared under my su <br />and all the information pr sented hereon is 'ru - <br />correct to the b st of y knowledge and /n <br />/ 2 Z 03 ' <br />Date omos E. Leidich, CO P.E. 31459 <br />�p�•REOis I/ <br />E. f.•. <br />o /•a, <br />x; <br />1 ;C� <br />IONAI <br />I .... .... ,tx%% <br />2 <br />PR -03 Responses <br />4103 <br />T.Leidich <br />KConreth <br />JJames <br />t <br />Issued For PR -03 <br />03102 <br />D.Keuscher <br />C. Williams <br />D.Keuscher <br />0 <br />Issued For Draft <br />11/01 <br />T.Leidich <br />J.Bever <br />D.Keuscher <br />REV <br />No <br />REVISIONS <br />DATE <br />DESIGN BY <br />DRAWN BY <br />REVIEWED AND <br />SIGNED BY <br />AZ HCA <br />Coa! Company <br />PROJECT: <br />SENECA ll- W <br />DRAWING TITLE: <br />POND 016A DESIGN <br />MW H <br />MONTGOMERY WATSON HARZA <br />Sheet 1 Of 2 Sheets <br />SCALE <br />See Scale Bar <br />DRAWING No. <br />13 -SC <br />P10 <br />