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CveAr 0 x3 q - Z,( ± k 1 . 5 L2- )c 3 3 7x 3 = ZI .4- 4 1-2- + ‘ 142- tt 4:1 *---\ 9 - 3 s ct. - ,Tcg2 C ) 1 .4 X z z 3 - Dt Atk- 41)-3Q 15 r2C ,�O = Zt CA Sl.o 9'2. �P 7 � � ct -- ,2.3 �a = 57 70 z I t,a t-4 tT t low s. = cS, d V PERIOD INTENSITY PEAK FLOW TIME OF CONCENTRATION 5 MIN ( YEARS ) ( IN/HR ) ( CFS ) C--FACTOR=O .900 ------- --------- --------- AREA=- 0 .15 ACRES 2 5 .40 0 .73 5 6 .35 0 .86 10 7 .10 0 .96 25 8 .00 1 .08 50 8 .90 1 .20 100 9 .60 1 .30 HYDR0GRAPH TIME OF CONCENTRATION = 5 .0 MIN N4VIA()Or 'T cRITic4L STORM DURATION = 5 .0 MIN RF-7,4 - .a..RVii * v TIME 02 05 010 025 050 010 ( MIN ) ( CFS ) ( CES ) ( CFS ) ( CFS ) ( CFS ) ( CFS) 0 .0 0 .00 0 .00 0 .00 0 .00 0 .00 0 .00 1 .0 0 .15 0 .17 0 .19 0 .22 0 .24 0 .26 2 .0 0 .29 0 .34 0 .38 0 .43 0 .48 0 .52 3 .0 0 .44 0 .51 0 .58 0 .65 0 .72 0 .78 4 .0 0 .58 0 .69 0 .77 0 .86 0 .96 1 .04 5 .0 0 .73 0 .86 0 .96 1 .08 1 .20 1 .30 6 .0 0 .64 0 .75 0 .84 0 .95 1 .06 1 .14 7 .0 0 .55 0 .65 0 .73 0 .82 0 .91 0 .99 8 .0 0 .47 0 .55 0 .6.1. 0 .69 0 .7/ () .8..3 9 .0 0 .38 0 .45 0 .50 0 .56 0 .63 0 .68 10 .0 0 .29 0 .34 0 .38 0 .43 0 .48 0 .52 11 .0 0 .21 0 .24 0 .27 0 .30 0 .34 0 .36 12 .0 0 . 12 0 .14 0 . 15 0 . 17 0 .19 0 .21 13 .0 0 .03 0 .04 0 .04 0 .05 0 .05 0 .05 PERIOD INTENSITY PEAK FLAW TIME OF CONCENTRATION= 5 MIN ( YEARS ) ( IN/HR ) ( CFS ) C--FACTOR=0 .900 ____. AREAS- 0 .15 ACRES 2 5 .40 0 .73 5 6 .35 0 .86 10 7 . 10 0 .96 25 8 .00 1 .08 50 8 .90 1 .20 100 9 .60 1 .30 HYDR0GRAPH TIME OF CONCENTRATION =20 .3 MIN STORM DURATION = 5 .0 MIN TIME 02 05 010 025 050 0100 ( MIN ) ( CFS ) ( LES ) ( CES ) ( CFS ) ( CFS ) ( CFS ) _ 0 .0 0 .00 0 .00 0 .00 0 .00 0 .00 0 .00 1 .0 0 .04 0 .04 0 .05 0 .05 0 .06 0 .06 2 .0 0 .07 0 .08 0 .09 0 .11 0 . 12 0 . 13 3 .0 0 . 11 0 . 13 0 .14 0 .16 0 . 18 0 .19 4 .0 0 . 14 0 . 17 0 .19 0 .21 0 .24 0 .25 5 .0 0 . 18 0 .21 0 .24 0 .27 0 .30 0 .32 6 .0 0 .71 0 .83 0 .93 1 .05 1 .17 .1. .26 7 .0 0 .69 0 .81 0 .90 1 .02 1 . 13 1 .22 8 .0 0 .66 0 .78 0 .87 0 .98 1 .10 1 . 18 9 .0 0 .64 0 .76 0 .85 0 .95 1 .06 1 . 14 10 .0 0 .62 0 .73 0 .82 0 .92 1 .02 1 . 1. 1 11 .0 0 .60 0 .71 0 .79 • 0 .89 0 .99 1 .07 12 .0 0 .58 0 .68 0 .76 0 .86 0 .95 1 .03 13 .0 0 .56 0 .66 0 .73 0 .83 0 .92 0 .99 14 .0 0 .54 0 .63 0 .70 0 .79 0 .88 0 .95 15 .0 0 .51 0 .60 0 .68 0 .76 0 .85 0 .91 16 .0 0 .49 0 .58 0 .65 0 .73 0 .81. 0 .88 17 .0 0 .47 0 .55 0 .62 0 .70 0 .78 0 .84 18 .0 0 .45 0 .53 0 .59 0 .67 0 .74 0 .80 19 .0 0 .43 0 .50 0 .56 0 .63 0 . 71 0 ,76 20 .0 0 .41 0 .48 0 .54 0 .60 0 .67 0 .72 21 .0 0 .39 0 .45 0 .51 0 .57 0 .64 0 .69 22 .0 0 .36 0 .43 0 .48 0 .54 0 .60 0 .65 23 .0 0 .34 0 .40 0 .45 0 .51 0 .56 0 .61 24 .0 0 .32 0 .38 0 .42 0 .48 0 .53 0 .57 25 .0 0 .30 0 .35 0 .39 0 .44 0 .49 0 .53 26 .0 0 .28 0 .33 0 .37 0 .41 0 .46 0 .49 • 27 .0 0 .26 0 .30 0 .34 0 .38 0 .42 0 .46 28 .0 0 .24 0 .28 0 .31 0 .35 0 .39 0 .42 29 .0 0 .21 0 .25 0 .28 0 .32 0 .35 0 .38 30 .0 0 .19 0 .23 0 .25 0 .28 0 .32 0 .34 31 .0 0 . 17 0 .20 0 .22 0 .25 0 .28 0 .30 32 .0 0 . 15 0 . 18 0 .20 0 .22 0 .25 0 .27 33 .0 0 . 13 0 . 15 0 . 17 0 . 19 0 .21 0 .23 34 .0 0 .11 0 .13 0 . 14 0 .16 0 .18 0 . 19 r .. • 36 .0 0 .06 0 .07 0 .08 0 .09 0 . 10 0 . 11. 37 .0 0 .04 0 .05 0 .06 0 .0 EC C) .07 C) .07 38 .0 0 ,02 0 .02 0 .03 0 .03 0 .03 0 .04 ***********************.*****:**************************,+ ***************.******** * ROUT VERSION 5 .2 ** PROJECT: WACHOVIA ** DATE : 09--21--2004* ****************************************************************************** 'tet`,® - %O `.ck -- -C"o R.1v1 STRUCTURE 1 STRUCTURE 2 STRUCTURE 3 ----------- 1 : TYPE 3 : RISER .-.._-.__....,__...._....___ WEIR : 2: ELEVATION ( FT ) 0 .00 0 .00 0 .00 3: LENGTH ( FT ) 0 .00 0 .00 0 .00 4 : COEFFICIENT 0 .00 0 .00 0 .00 RISER: 5: ELEVATION ( FT ) 95 .00 0 .00 0 .00 6 : DIAMETER ( IN ) 36 .00 0 .00 0 .00 7: ORIFICE ELEVATION ( FT ) 94 .60 0 .00 0 .00 8 : ORIFICE DIAMETER ( IN ) 2 .00 0 .00 0 .00 9: ORIFICE ELEVATION ( FT ) 0 .00 0 .00 0 .00 10 : ORIFICE DIAMETER ( IN ) 0 .00 0 .00 0 .00 11 : ORIFICE ELEVATION ( FT ) 0 .00 0 .00 0 .00 12 . ORIFICE DIAMETER ( IN ) 0 .00 0 .00 0 .00 PIPE : 13: INVERT ELEVATION ( FT ) 91 .00 0 .00 C) OC) 14 : DIAMETER ( IN ) 15 .00 0 .00 0 .00 15: ORIFICE DIAMETER ( IN ) 15 .00 0 .00 0 .00 16 : LENGTH ( FT ) 30 .00 0 .00 0 .00 17 : MANNING "S N .013 .000 .000 18: SLOPE ( FT/FT ) .026 .000 .000 19: ENTRANCE LOSS COEFFICIENT .5 .0 .0 SURFACE : 20 : INITIAL ELEVATION ( FT ) 93 .80 STORAGE POND CHARACTERISTICS: SECTION ELEVATION AREA ( FT ) ( SO FT ) 1 91 .34 0 .00 ( CALCULATED ) 2 93 .80 473 .00 3 94 .60 626 .7() 4 95 .80 914 .00 CONTROL : RW = RISER ACTING AS A WEIR RO = RISER ACTING AS AN ORIFICE PI = HORIZONTAL PIPE IN INLET CONTROL PO = HORIZONTAL PIPE IN OUTLET CONTROL TIME INFLOW RISER TOTAL ELEV STORAGE ( MIN ) ( CFS ) ( CFS ) ( CFS ) ( FT ) ( CU FT ) -------------------------------------------------- O 0 .00 0 .0 0 .00 93 .80 0 .00 • 1 0 .05 0 .0 0 .00 93 .80 1 . 17 2 0 .09 0 .0 0 .00 93 .81 4 .67 3 0 .14 0 .0 0 .00 93 .02 10 .53 4 0 . 19 0 .0 0 .00 93 .84 18 .:73 5 0 .24 0 .0 0 .00 93 .86 29 .31 6 0 .93 0 .0 0 .00 93 .93 64 .37 7 0 .90 0 .0 0 .00 94 .04 119 .52 8 0 .87 0 .0 0 .00 94 .14 172 .95 9 0 .85 0 _0 n nn <ad 9-a -?-)n -71 IV V .04 V .V V .VC/ 74 ...?4 4744 .0V ® 11 0 .79 0 .0 0 .00 94 .40 323 .21 12 0 .76 0 .0 0 .00 94 .48 369 .92 13 0 .73 0 .0 0 .00 94 .55 414 .94 14 0 .70 0 .0 0 .00 94 .62 458 .24 15 0 .68 0 .0 0 .01 94 .68 499 .60 16 0 .65 0 .0 0 .02 94 .74 538 .65 17 0 .62 0 .0 0 .03 94 .79 575 .23 18 0 .59 0 .0 0 .04 94 .84 609 .40 19 0 .56 0 .0 0 .05 94 .89 641 .51 20 0 .54 0 .1 0 .05 94 .93 671 .63 21 0 .51 0 . 1 0 .05 94 .97 699 .80 22 0 .48 0 . 1 RW 0 .09 95 .01 726 .05 23 0 .45 0 .2 RW 0 .21 95 .03 739 .83 24 0 .42 0 .3 RW 0 .31 95 .04 748 . 12 25 0 .39 0 .4 RN 0 .36 95 .04 751 .74 26 0 .37 0 .4 RW 0 .37 95 ,.05 752 ,55 C3.<. 27 0 .34 0 .4 RW 0 .35 95 .04 /51 .37 28 0 .31 0 .3 RW 0 .33 95 .04 749 ,37 29 0 .28 0 .3 RW 0 .30 95 .044 747 .28 30 0 .25 0 .3 RW 0 .27 95 .04 745 . 12 31 0 .22 0 .2 RW 0 .24 95 .03 742 .88 32 0 .20 0 .2 RW 0 .22 95 .03 740 .56 33 0 . 17 0 .2 RW 0 . 19 95 .03 738 . 13 34 0 . 14 0 .2 RW 0 . 16 95 .02 735 .57 35 0 . 11 0 . 1 RW 0 . 14 95 .02 732 ,87 36 0 .08 0 .1 RW 0 . 11 95 .01 729 .97 37 0 .06 0 . 1 RW 0 .09 95 .01 726 .83 38 0 .03 0 . 1 RW 0 .07 95 .01 723 .35 ' & ***: ***: ********** :*****: ********************* ********* :********************* * ROUT VERSION 5 .2 ** PROJECT : WACHOVIA•--100YR . ** DATE: 09-21--2004* *****************************************:********************************.***** STRUCTURE 1. STRUCTURE 2 STRUCTURE 3 1 : TYPE 3: RISER --�-�-_._..,____..__ WEIR : 2 : ELEVATION ( FT ) 0 .00 0 .00 0 .00 3: LENGTH ( FT ) 0 .00 0 .00 0 .00 4 : COEFFICIENT 0 .00 0 .00 0 .00 RISER: 5: ELEVATION ( FT ) 95 .00 0 .00 0 .00 6 : DIAMETER ( IN ) 36 .00 0 .00 0 .00 7: ORIFICE ELEVATION ( FT ) 94 .60 0 .00 0 .00 8 : ORIFICE DIAMETER ( IN ) 2 .00 0 .00 0 .00 9: ORIFICE ELEVATION ( FT ) 0 .00 0 .00 0 .00 10 : ORIFICE DIAMETER ( IN ) 0 .00 0 .00 0 .00 11 : ORIFICE ELEVATION ( FT ) 0 .00 0 .00 0 .00 12 : ORIFICE DIAMETER ( IN ) 0 .00 0 .00 0 .00 PIPE: 13: INVERT ELEVATION ( FT ) 91 .00 0 .00 0 .00 14 : DIAMETER ( IN ) 15 .00 0 .00 000 15: ORIFICE DIAMETER ( IN ) 15 .00 0 .00 0 .00 16 : LENGTH ( FT ) 30 .00 0 .00 0 .00 17 : MANNING 'S N .013 .000 .000 18 : SLOPE ( F T/FT ) .026 .000 .000 19: ENTRANCE LOSS COEFFICIENT .5 .0 .0 SURFACE : 20 : INITIAL ELEVATION ( F=T ) 93 .80 STORAGE POND CHARACTERISTICS: SECTION ELEVATION AREA ( FT ) ( SO FT ) 1 .91 .34 0 .00 ( CALCULATED ) 2 93 .80 473 .00 3 94 .6() 626 .70 4 95 ,80 914 .00 CONTROL : RW = RISER ACTING AS A WEIR RO = RISER ACTING AS AN ORIFICE PI = HORIZONTAL PIPE IN INLET CONTROL PO = HORIZONTAL PIPE IN OUTLET CONTROL TIME INFLOW RISER TOTAL ELEV STORAGE ( MIN ) ( CFS ) ( CFS ) ( CFS ) ( FT ) ( Cu FT ) 0 0 .00 0 .0 0 .00 93 .80 0 .00 1 0 .06 0 .0 0 .00 93 .80 1 .58 2 0 .13 0 .0 0 .00 93 .81 6 .32 3 0 . 19 0 .0 0 .00 93 .83 14 .24 4 0 .25 0 .0 0 .00 93 .85 25 .36 5 0 .32 0 .0 0 .00 93 .88 39 .69 6 1 .26 0 .0 0 .00 93 .98 87 . 13 7 1 .22 0 .0 0 .00 94 .12 161 .75 8 1 . 18 0 .0 0 .00 94 .25 234 . 11 9 1 .14 0 .0 0 .00 94 .37 304 .24 •I ,. 4 4 4 _. . M_ ,. .11. [\n_ A.! A h _. _.l'9 e, 4 ., 01 11 1 .07 0 .0 0 .00 94 .5`3 437 .73 12 1 .0;3 0 .0 0 .01 94 .63 500 .85 13 0 .99 0 .0 0 .03 94 .77 560 .73 14 0 .95 0 .0 0 .04 94 .86 617 .09 15 0 .91 0 .1 0 .05 94 .93 670 .55 16 0 .88 0 . 1 RW 0 .06 95 .00 721 .23 17 0 .84 0 .5 RW 0 .45 95 .05 758 .42 18 0 .80 0 .7 RW 0 .67 95 .07 771 .88 19 0 .76 0 .7 RW 0 .74 95 .03 •-' 775 .90 20 0 .72 0 .7 RW 0 .74 95 .08 775 .86 © K 4-g5,8C1-4 15644,4 21 0 .69 0 .7 RW 0 .70 95 .07 773 .30 22 0 .65 0 .7 RW 0 .66 95 .07 771 .23 23 0 .61 0 ,6 RW 0 .62 95 .07 769 .01 :74 0 .57 0 .6 RW 0 .59 95 .07 766 .76 25 0 .53 0 .5 RW 0 .55 95 .06 764 .46 26 0 .49 0 .5 RW 0 .51 95 .06 762 . 11 27 0 .46 0 .5 RW 0 .47 95 .06 759 .71 28 0 .42 0 .4 RW 0 .44 95 .05 757 .24 29 0 .38 0 .4 RW 0 .40 95 .05 754 .70 30 0 .34 0 .4 RW 0 .36 95 .05 752 .07 31 0 .30 0 .3 RW 0 .33 95 .04 749 .36 32 0 .27 0 .3 RW 0 .29 95 .04 746 .55 33 0 .23 0 .3 RW 0 .25 95 .03 743 .61 34 0 . 19 0 .2 RW 0 .22 95 .03 740 .54 35 0 . 15 0 .2 RW 0 . 13 95 .02 737 .28 36 0 .11 0 . 1 RW 0 . 15 95 .02 733 .81 37 0 .07 0 . 1 RW 0 . 12 95 .01 730 .06 38 0 .04 0 . 1 RW 0 .09 95 .01 725 .91 1 5 " R,C, -P, t5 Ac' vATv_. -1-12:4?-IA