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Coppell CC 1B1-SY001219Job File' C:\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Rain DJr' C:\HAESTAD\PPKW\RAINFALL\ JOB TITLE "17~ !3/I ~'~r POND BOTTOM 506 RECTANGULAR CRIFACE INVERT = 506 S/N 621101EO6A85 Gtenn Engineerin§ PondPack Ver' 7.0 (311) Compute Time' 12'17'53 Date 12-19-2000 Tabte of Contents TabIe of Contents ********************** RAINFALL DATA *********************** Dallas .......... DevlO0 I-D-F Table ........................ 1.01 Dallas 10 yr .... Dev.lO I-D-F Tabte ........................ 1.02 Dattas 2yr ...... Dev..2 I-D-F Table ........................ 1.O3 ********************** TC CALCULATIONS ********************* MOD.RAT NET 10 Tc Calcs ........................... 2.01 *********************** HYG ADDITION *********************** OUT 10 ......... Dev..2 Node: Addition Summary ............. 3.O1 OUT 10 ......... Dev.lO Node: Addition Summary ............. 3.04 OUT 10 ......... DevlOO Node: Addition Summary ............. 3.O7 *********************** TIME VS.ELEV *********************** P 10 P 10 P 10 OUT Dev..2 Time-Etev .......................... 4.01 OUT Dev.lO Time-Elev .......................... 4.03 OUT DevlOO Time-Etev .......................... 4.05 S/N: 621201EO6A85 Glenn Engineerin§ PondPack Ver' 7.0 (311) Compute Time' 12'17'53 Date: 12-19-2000 Table of Contents ii Table of Contents (continued) ************************ TIME VS.VOL *********************** P 10 P 10 P 10 OUT Dev..2 Time vs. Volume .................... 5.01 OUT Dev.lO Time vs. Votume .................... 5.03 OUT DevlO0 Time vs. Votume .................... 5.05 *********************** POND VOLUMES *********************** P 10 ........... VoI: Elev-Area ..................... 6.01 ******************** OUTLET STRUCTURES ********************* PR 20 .......... Outlet Input Data .................. 7.01 Individuat Outtet Curves ........... 7.03 Composite Rating Curve ............. 7.04 *********************** POND ROUTING *********************** P 10 ........... Pond E-V-Q Tabte ................... 8.01 P 10 P 10 P 10 IN Dev..2 Node: Pond Inflow Summary .......... 8.03 IN Dev.lO Node: Pond Inftow Summary .......... 8.05 IN DevlO0 Node: Pond Inflow Summary .......... 8.07 S/N' 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12'17'53 Date: 12-19-2000 Table of Contents iii Table of Contents (continued) P 10 OUT Dev..2 Pond Routing Summary ............... 8.09 Detention Time ..................... 8.10 Pond Routed HYG (total out) ........ 8.11 P 10 OUT Dev.lO Pond Routing Summary ............... 8.13 Detention Time ..................... 8.14 Pond Routed HYG (total out) ........ 8.15 P 10 OUT Devl00 Pond Routing Summary ............... 8.17 Detention Time ..................... 8.18 Pond Routed HYG (total out) ........ 8.19 PR 20 .......... Dev..2 Diverted Hydrograph ................ 8.21 PR 20 .......... Dev.lO Diverted Hydrograph ................ 8.23 PR 20 .......... DevlO0 Diverted Hydrograph ................ 8.25 ****************** RATIONAL METHOD CALCS ******************* MOD.RAT NET 10 C and Area ......................... 9.01 MOD.RAT NET 10 Dev..2 Rational Predev. Peak Q ............ 9.02 Mod. Rational Graph ................ 9.03 Mod. Rational Storm Calcs .......... 9.04 Mod. Rational Hyg .................. 9.05 MOD.RAT NET 10 Dev.lO Rational Predev. Peak Q ............ 9.06 Mod. Rational Graph ................ 9.07 Mod. Rational Storm Calcs .......... 9.08 Mod. Rational Hyg .................. 9.09 MOD.RAT NET 10 DevlO0 RatJonal Predev. Peak Q ............ 9.10 Mod. Rational Graph ................ 9.11 S/N- 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time: 12'17:53 Date: 12-19-2000 Tabte of Contents iv HOD.RAT NET Table of Contents (continued) Mod. Rationat Storm Calcs .......... 9.12 Mod. Rationat Hyg .................. 9.13 iOA C and Area ......................... 9.14 S/N: 6212OIEO6A85 Glenn Engineering PondPack Ver: 7.0 (311) Compute Time: 12:17:53 Date: 12-19-2000 Type .... I-D-F Table Name .... Dallas Tag- DevlO0 File .... C:\HAESTADXPPKW\RAINFALL\DALLAS.IDF Title... IDF Coppetl Commerce Storm... Dallas Tag: DevlO0 Page 1.01 Event: 100 yr Rainfall-Intensity-Duration Curve Time, hfs .0833 1666 2500 3333 5000 6667 8333 I 0000 2 0000 3 0000 4.0000 5.0000 6.0000 12.0000 24.0000 Intens., in/hr 10.3000 8.8800 7.6000 6.7500 5.6000 4.8300 4.2700 3.8500 2.5000 1.9000 1.5500 1.3200 1.1700 .6800 .3950 S/N' 621201EO6A85 Glenn Engineering PondPack Vet' 7.0 (311) Compute Time' 12:17'53 Date: 12-19-2000 Type .... Name .... File .... Title... Storm... I-D-F Table Dallas 10 yr Tag' Dev.lO C:\HAESTAD\PPKW\RAINFALL\DALLASiO.IDF 10 year Dallas Dallas 10 yr Tag: Dev.lO Page 1.02 Event: 10 yr Rainfall-Intensity-Duration Curve Time, hfs Intens., in/hr .0833 7.7000 .1666 6.4000 .2500 5.6000 .3333 4.9500 .5000 4.2000 .6667 3.6000 .8333 3.1000 1,0000 2.8000 2.0000 1.8500 3.0000 1.3000 4.0000 1.1000 5.0000 .9000 6.0000 .7900 12.0000 .4600 24.0000 .2400 S/N' 621201EO6A85 Glenn Engineering PondPack Vet' 7.0 (311) Compute Time' 12'17:53 Date: 12-19-2000 Type .... I-D-F Table Name .... Dallas 2yr Tag: Dev..2 FiIe .... C:\HAESTAD\PPKW\RAINFALL\DALLAS 2.IDF Titte... 2 Year Storm Storm... Dallas 2yr Tag: Dev..2 Page 1.03 Event: 2 yr Rainfall-Intensity-Duration Curve Time, hrs .0833 1666 2500 3333 5000 6667 8333 1 0000 2 0000 3 0000 4.0000 5.0000 6.0000 12.0000 24.0000 Intens., in/hr 6.0000 5.0000 4.4000 3.8000 3.1000 2.6000 2.2000 1.9500 1,2000 8300 6800 5700 4900 2800 1500 S/N: 621201EO6A85 Glenn Engineering PondPack Ver: 7.0 (311) Compute Time: 12:17:53 Date: 12-19-2000 Type .... Tc Calcs Page 2.01 Name .... MOD.RAT NET 10 Fire .... C'\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Title... Predeveloped TC TIME OF CONCENTRATION CALCULATOR Predeveloped TC Segment #1' Tc: User Defined Description' 10 min Segment #1 Time' .1700 hfs Tota! Tc' .17OO hrs S/N: 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12'17:53 Date: 12-19-2000 Type .... Tc Calcs Name .... MOD.RAT NET 10 Page 2.02 Fire .... C:\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Titte... Predevetoped TC Tc Equations used... User Defined Tc : Value entered by user Where: Tc = Time of concentration S/N: 6212OiEO6A85 Gtenn Engineering PondPack Vet' 7.0 (311) Compute Time' 12'17:53 Date: 12-19-2000 Type .... Node: Addition Summary Page 3.01 Name .... OUT 10 Event: 2 yr File .... C:\HAESTAD\PPKN\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Storm... Dattas 2yr Tag: Dev..2 SUMMARY FOR HYDROGRAPH ADDITION at Node' OUT 10 HYG Directory: C'\HAESTAD\PPKW\SAHPLE\ Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag PR 20 P 10 IN KOLL CCC.HYG PR 20 Dev..2 INFLOWS TO: OUT 10 ........................................ Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac-ft hfs cfs KOLL CCC,HYG PR 20 Dev..2 1.101 .2800 26.56 TOTAL FLOW INTO: OUT 10 ........................................ Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac-ft hfs cfs KOLL CCC.HYG OUT 10 Dev..2 1.101 .2800 26.56 S/N: 621201EO6A85 Glenn Engineering PondPack Vet' 7.0 (311) Compute Time: 12'17'53 Date: 12-19-2000 Type .... Node' Addition Summary Page 3.02 Name .... OUT 10 Event' 2 yr Fire .... C'\HAESTAD\PPKW\SAMPLE\COPPELL COMMEREE CENTER PHASE 2A.PPW Storm... Daltas 2yr Tag' Dev..2 TOTAL NODE INFLOW... HYG file = C:\HAESTAD\PPKW\SAMPLE\KOLL CCC.HYG HYG ID = OUT 10 HYG Tag = Dev..2 Peak Discharge = 26.56 cfs Time to Peak = .2800 hfs HYG Volume = 1.101 ac-ft HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0100 hrs hrs Time on left represents time for first value in each row. .0000 0500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 .6000 .6500 .7000 7500 8000 8500 9000 9500 1 0000 1 0S00 1 1000 1 1500 1.2000 1.2500 1.3000 1.3500 1.4000 1.4500 1.5000 1.5500 1.6000 .00 1.63 6.22 13.36 21.50 25.82 26.36 23.70 20.43 17 61 15 17 13 08 11 27 9 72 8 37 7.22 6.22 5.36 4.62 3.98 3.43 2.96 2.55 2.20 1.89 1.63 i 41 i 21 1 O5 90 78 67 58 07 2 33 7 46 15 06 22 70 26 21 26.06 23.01 19.83 17.09 14.73 12.70 10 94 9 43 8 13 7 01 6 04 5 20 4 49 3 87 3 33 2 87 2 48 2 13 i 84 i 58 i 37 i 18 1.01 .87 .75 .65 .56 .27 3.14 8.79 16.85 23.72 26 46 25 63 22 33 19 25 16 59 14 30 12 32 10.62 9.15 7.89 6.80 5.86 5.05 4.35 3.75 3.23 2 79 2 4O 2 O7 i 78 i 54 1 33 I 14 98 85 73 63 54 .60 4.06 10.22 18.59 24.58 26.56 25.08 21.68 18.68 16.10 13.88 11.96 10.31 8.89 7.66 6.60 5.69 4~90 4.23 3.64 3.14 2.71 2.33 2.01 i 73 i 49 i 29 i 11 96 82 71 61 53 1.05 5.09 11.75 20.13 25.28 26.53 24.42 21.04 18.14 15.63 13.47 11.61 10 O1 8 63 7 43 6 41 5 52 4 76 4 10 3 54 3.05 2.63 2.26 1.95 1.68 1.45 1.25 1.08 ,93 .80 .69 .59 .51 S/N' 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12:17'53 Date: 12-19-2000 Type .... Node' Addition Summary Page 3.03 Name .... OUT 10 Event' 2 yr File .... C:\HAESTAD\PPKW\SAHPLE\COPPELL COHMERCE CENTER PHASE 2A.PPW Storm... Dallas 2yr Tag' Dev..2 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0100 hfs hfs Time on left represents time for first value in each row. 1.6500 1.7000 1.7500 1.8000 1.8500 1.9000 1.9500 2.0000 2.0500 2.1000 2.1500 2.2000 2.2500 2.3000 2.3500 2 4000 2 4500 2 5000 2 5500 2 6000 2 6500 2 7000 2.7500 2.8000 2.8500 2.9000 2.9500 3.0000 3.0500 3.1000 3.1500 3.2000 3.2500 3.3000 3.3500 .50 .43 .37 32 27 24 20 18 15 13 11 10 08 07 06 05 OS 04 03 .03 .03 .02 .02 02 O1 O1 O1 O1 O1 O1 O1 O0 .00 .00 .00 .48 .42 36 31 27 23 20 17 .15 .13 .11 .09 .08 .07 .06 05 O4 04 03 O3 O2 O2 O2 .02 .O1 .01 .01 O1 O1 O1 01 OO O0 O0 OO .47 .40 .35 .30 .26 .22 19 17 14 12 11 09 O8 07 06 05 .04 .04 .03 03 02 02 02 02 O1 O1 O1 O1 .01 .01 .O1 .OO .OO .00 .OO 45 39 34 29 25 22 19 16 14 .12 10 09 08 07 06 05 04 04 03 .03 .02 .02 02 O1 O1 O1 01 O1 ~O1 .01 .01 .00 .O0 .00 .44 .38 .33 .28 .24 21 18 16 13 12 10 O9 07 06 06 O5 04 04 O3 O3 02 O2 .02 .01 .O1 01 O1 O1 O1 O1 01 00 00 OO S/N' 621201EO6A85 Glenn Engineering PondPack Vet' 7.0 (311) Compute Time' 12:17:53 Date: 12-19-2000 Type .... Node: Addition Summary Page 3.04 Name .... OUT 10 Event: 10 yr File .... C:\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Storm... Datlas 10 yr Tag: Dev.10 SUMMARY FOR HYDROGRAPH ADDITION at Node- OUT 10 HYG Directory' C:\HAESTAD\PPKWXSAMPLE\ Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag PR 20 P 10 IN KOLL CCC.HYG PR 20 Dev.lO INFLOWS TO: OUT 10 ........................................ Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac-ft hfs cfs KOLL C[C.HYG PR 20 Dev.lO 1.409 .2800 33.99 TOTAL FLOW INTO: OUT 10 ........................................ Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac-ft hfs cfs KOLL C¢C.HYG OUT 10 Dev.lO 1.409 .2800 33.99 S/N' 6212OiEO6A85 Glenn Engineering PondPack Vet' 7.0 (311) Compute Time' 12:17'53 Date' 12-19-2000 Type .... Node' Addition Summary Name .... OUT 10 File .... C:\HAESTAD\PPKW\SAMPLE\COPPELL Storm... Dallas 10 yr Tag' Dev.lO COMMERCE CENTER Page 3.05 Event: 10 yr PHASE 2A.PPW Time hrs 0000 0500 1000 1500 2000 2500 3000 3500 .4000 .4500 5000 5500 6000 6500 7000 7500 8000 8500 9000 9500 1 0000 1 0500 1 1000 1 1500 1.2000 1.2500 1.3000 1.3500 1.4000 1.45OO 1.5000 1.5500 1.6000 TOTAL NODE INFLOW... HYG file = C:\HAESTAD\PPKWXSAMPLEXKOLL CCC.HYG HYG ID = OUT 10 HYG Tag = Dev.lO Peak Discharge = 33.99 cfs Time to Peak = .2800 hfs HYG Volume = 1.409 ac-fl HYDROGRAPH ORDINATES (cfs) Output Time increment = .0100 hfs Time on left represents time for first value in each rou. .00 2.09 7.96 17.10 27.52 33.04 33 73 30 33 26 14 22 53 19 42 16 74 1443 12 43 10.72 9.24 7.96 6.86 5.91 5 10 4 39 3 79 3 26 2 81 2 42 2.09 1.80 1.55 1.34 1.15 .99 .86 .74 09 98 54 2 9 19 28 29 05 33 54 33.35 29.44 25.38 21.87 18.85 16.25 14.00 12.07 10.40 8.97 7,73 6.66 5.74 4.95 4.26 3.68 3.17 2.73 2.35 2 03 i 75 i 51 1 3O i 12 96 83 72 .34 4.01 11.25 21.56 30.36 33.86 32.80 28.58 24.63 21.23 18.30 15.77 13.59 11.72 10.10 8.70 7.50 6 46 5 57 4 80 4 14 3 57 3 07 2.65 2.28 1.97 1.70 1.46 1.26 1.O9 .94 .81 .70 .77 5.19 13.08 23.78 31.45 33.99 32.10 27.74 23.91 20.61 17.76 15.31 13.19 11.37 9.80 8.45 7.28 6.28 5.41 4.66 4.02 3.46 2.98 2.57 2.22 1.91 1.65 1.42 1.22 1.05 .91 .78 .68 1.35 6.51 15.03 25.77 32.35 33.95 31.25 26.93 23.21 20 O1 17 24 14 86 12 81 11 04 9 51 8.20 7.07 6.09 5.25 4.53 3.90 3.36 2 90 2 50 2 15 i 85 I 60 i 38 i 19 I 02 88 76 66 S/N' 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12'17'53 Date: 12-19-2000 Type .... Node' Addition Summary PaEe 3.06 Name .... OUT iO Event: IO yr File .... C:\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.?PW Storm.., Dallas IO yr Ta§: Dev. IO HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0100 hrs hfs Time on left represents time for first value in each row. 1.6500 1.7000 1.7500 1.8000 1.8500 1.9000 1.9500 2.0000 2.0500 2.iOOO 2.I500 2.2000 2.2500 2.3000 2.3500 2.4000 2.4500 2.5000 2 5500 2 6000 2 6500 2 7000 2 7500 2 8000 2.8500 2.9000 2.9500 3 0000 OSOO iO00 I500 2000 2500 3000 3500 4000 4500 64 55 47 41 35 30 26 22 19 17 14 12 .11 ,09 08 07 06 05 04 04 O3 03 .02 .02 .02 02 O1 01 01 01 O1 O1 01 O0 O0 O0 .00 .62 .53 .46 .40 .34 ,29 25 22 19 16 14 12 10 09 08 .07 .06 .05 04 04 03 03 02 02 02 02 01 01 .01 .01 .01 .01 .01 .00 .00 .00 .00 .60 .52 45 38 33 29 25 21 18 16 14 12 10 09 07 06 06 05 04 .04 .03 .03 .02 02 02 01 01 01 O1 O1 01 01 .01 .00 .00 .00 58 50 43 37 32 28 .24 .21 .18 .15 .13 .11 .10 .08 07 06 05 05 04 03 03 03 02 .02 .02 .01 01 01 01 01 01 01 01 O0 .00 .00 .56 .49 .42 .36 .31 .27 .23 .20 .17 .15 .13 ,11 .09 .08 .07 06 05 05 04 03 03 02 02 02 O2 .01 .01 .01 .01 01 01 01 O0 O0 O0 O0 S/N' 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12:17'53 Date: 12-19-2000 Type .... Node: ^ddition Summary Page 3.07 Name .... OUT 10 Event' 100 yr File .... C'\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Storm... Dallas Tag' DevlO0 SUMMARY FOR HYDROGRAPH ADDITION at Node: OUT 10 HYG Directory' C'\HAESTAD\PPKWXSAMPLE\ Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag PR 20 P 10 IN KOLL CCC.HYG PR 20 DevlO0 INFLOWS TO' OUT 10 ........................................ Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac-ft hrs cfs KOLL CCC.HYG PR 20 DevlO0 1.954 .2800 47.12 TOTAL FLOW INTO' OUT 10 ........................................ Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac-fl hfs cfs KOLL CCC.HYG OUT 10 DevlO0 1.954 .2800 47.12 S/N' 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12'17'53 Date' 12-19-2000 Type .... Node: Addition Summary Pa§e 3.08 Name .... OUT 10 Event- 100 yr File .... C'\HAESTAD\PPKW\SAHPLE\COPPELL COHHERCE CENTER PHASE 2A.PPW Storm... Dallas Tag' DevlO0 TOTAL NODE INFLOW... HYG file = C'\HAESTAD\PPKW\SAHPLE\KOLL CCC.HYG HYG ID = OUT 10 HYG Ta§ = DevlO0 Peak Discharge = 47.12 cfs Time to Peak = .2800 hfs HYG Volume = 1.954 ac-fl HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0100 hrs hfs Time on left represents time for first value in each row. .0000 .0500 .1000 .1500 .2000 .2500 .3000 .3500 .4000 .4500 .5000 5500 6000 6500 7000 7500 8000 8500 9000 9500 1.0000 1.0500 1.1000 1.1500 1.2000 1.2500 1.3000 1.3500 1.4000 1.4500 1.5000 1.5500 1.6000 .00 2.89 11.04 23.70 38.15 45.81 46.76 42.05 36.24 31.24 26.92 23.20 20.00 17.24 14.86 12.80 11 04 9 51 8 20 7 07 6 09 5 25 4.52 3.90 3.36 2.90 2.50 2.15 1.85 1.60 1.38 1.19 1.02 .12 4.13 13.23 26.72 40.27 46.51 46.23 40.82 35.18 30 32 26 13 22 53 19 41 16 73 14 42 12.43 10.71 9.23 7.96 6.86 5.91 5.10 4.39 3.78 3.26 2.81 2.42 2.09 1.80 1.55 1.34 1.15 .99 .48 5 56 15 60 29 90 42 09 46 94 45 48 39.62 34.15 29.43 25.37 21.87 18.85 16 24 14 O0 12 07 10 4O 8 96 7 73 6.66 5.74 4.95 4.26 3.67 3.17 2 73 2 35 2 03 i 75 1 51 I 30 i 12 96 1.06 7.20 18.14 32.97 43.61 47.12 44.50 38.46 33.15 28.57 24.63 21.23 18.29 15.77 13.59 11.71 10.09 8 70 7 50 6 46 5 57 4 80 4.14 3.57 3.07 2.65 2.28 1.97 1.70 1.46 1.26 1.09 .94 1.87 9.02 20.84 35.72 44.85 47.06 43.32 37.34 32.18 27.74 23.91 20.60 17.76 15.31 13.19 11.37 9.80 8.45 7 28 6 27 5 41 4 66 4 02 3 46 2 98 2.57 2.22 1.91 1.65 1.42 1.22 1.05 .91 S/N' 621201EO6A85 Glenn Engineering PondPack Ver: 7.0 (311) Compute Time' 12:17'53 Date: 12-19-2000 Type .... Node: Addition Summary Page 3.09 Name .... OUT 10 Event' 100 yr File .... C'\HAESTAD\PPKW\SAMPLE\COPPELL COMHERCE CENTER PHASE 2A.PPW Storm... Daltas Tag' DevlO0 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0100 hfs hfs Time on left represents time for first vatue in each row. 1.6500 1.7000 1.7500 1.8000 1.8500 1.9000 1.9500 2.0000 2.0500 2.1000 2 1500 2 2000 2 2500 2 3000 2 3S00 2 4000 2.4500 2.5000 2.5500 2.6000 2.6500 2.7000 2.7500 2 8000 2 8500 2 9000 2 9500 3 0000 30SO0 3 1000 3 1500 3 2000 3 2500 3.3000 3.3500 3.4000 3.4500 3.5000 3.5500 .88 .76 .66 .56 .49 .42 .36 .31 .27 .23 20 17 15 13 11 09 O8 07 06 05 05 04 03 O3 02 .02 .02 02 O1 O1 01 O1 O1 O1 O1 O0 O0 .00 · O0 86 74 64 55 47 41 35 30 26 22 19 17 14 12 .11 .09 .08 .07 .06 .05 .04 04 03 03 02 O2 02 02 O1 .01 .01 .01 O1 O1 O1 00 O0 O0 O0 .83 72 62 53 46 40 34 .29 .25 .22 .19 .16 14 12 10 09 08 07 06 05 O4 O4 .03 .03 O2 02 02 02 O1 O1 O1 O1 O1 01 .01 .00 .00 .00 .00 .81 .70 .60 .52 .45 .38 .33 .29 .25 21 18 16 14 12 10 .09 07 06 06 05 04 04 03 03 .02 .02 .02 01 O1 01 01 01 O1 01 01 00 00 .00 .78 .67 .58 .50 .43 .37 .32 .28 .24 .21 .18 .15 .13 .11 .10 .08 .07 .06 05 05 04 03 03 03 O2 02 02 O1 .01 .01 .01 01 01 01 O1 00 O0 00 S/N' 621201E06A85 Glenn Engineering PondPack Vet' 7.0 (311) Compute Time' 12:17'53 Date: 12-19-2000 Type .... Name .... File .... Storm... Time-Elev Page 4.01 P 10 OUT Tag' Dev..2 Event: 2 yr C'\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Dallas 2yr Tag' Dev..2 TIME vs. ELEVATION (ft) Time hfs .0000 .0500 .1000 1500 2000 2500 3000 3500 4000 .4500 .5000 .5500 .6000 .6500 .7000 .7500 .8000 .8500 .9000 .9500 1.OOOO 1.0500 1.1000 1.1500 1.2000 1.2500 1.3000 1.3500 1.4000 1.4500 1.5000 1 5500 1 6000 1 6500 1 7000 1 7500 1 8000 1 8500 1 9000 1 9500 2.0000 2.0500 2.1000 2.1500 2.2000 Output Time increment = .0100 hrs Time on left represents time for first value in each row. 506.00 506.00 506.01 506.02 506.04 506.06 506.23 506.49 506.79 506.95 506.97 506.87 506.75 506.65 506.56 506,48 506.41 506.36 506.31 506.27 506.23 506.20 506.17 506.15 506.13 506.11 506.09 506.08 506.07 506.06 506.05 506.04 506.04 506.03 506.03 506.02 506.02 506,02 506.02 506.01 506.01 506.01 506.01 506.01 506.01 506.01 506.00 506.00 506.00 506.09 506.27 506.55 506.83 506.96 506.96 506.85 506 73 506 63 506 54 506 47 506 40 506 35 506 30 506 26 506.22 506.19 506.16 506.14 506.12 506.11 506.09 506.08 5O6.07 506.06 506.05 506.04 506.04 506.03 506.03 506.02 506.02 506.02 506.02 506.01 506.01 506.01 506.01 506.01 506.01 506.01 506.00 506.00 506.00 506.12 506.32 506.62 506.87 506.97 506.94 506.82 506.71 506.61 506.53 506.45 506.39 506.34 506.29 506.25 506.22 506.19 506.16 506.14 506.12 506.10 506.09 506.08 506.07 506.06 506.05 506.04 506.04 506.03 506.03 506.02 506.02 506 02 506 O1 506 O1 506 O1 506 01 506 O1 506.01 506.01 506.01 506.00 506.00 506.00 506.15 506.38 506.68 506.90 506.98 506.92 506.80 506.69 506.59 506.51 506.44 506.38 506.33 506.28 506.24 506.21 506.18 506.16 506.13 506.12 506.10 506.09 506.07 506.06 506.05 506.05 506,04 506.04 506.03 506.03 506.02 506.02 506,02 506.01 506.01 506.01 506.01 506 O1 506 O1 506 O1 506 O1 506 O0 506 O0 506.00 506.19 506.43 506.74 506.93 506.97 506.90 506.77 506.67 506.57 506.49 506.43 506.37 506.32 506.27 506.24 506.20 506.17 506.15 506.13 506.11 506.10 506.08 506.07 506.06 506.05 506.05 506.04 506.03 506.03 506.03 506.02 506.02 506.02 506.01 506.01 506.01 506.01 506.01 506.01 506.01 506.00 506.00 506.00 506.00 S/N' 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12'17'53 Date' 12-19-2000 Type .... Time-Etev Page 4.02 Name .... P iO OUT Tag' Dev..2 Event' 2 yr FiIe .... C:\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPN Storm... DatIas 2yr Tag: Dev..2 TIME vs. ELEVATION (ft) Time Output Time increment = .0100 hfs hfs Time on left represents time for first vatue in each row. 2.2500 2.3000 2.3500 2.4000 2.4500 2.5000 2.5500 2.6000 2.6500 2,7000 2.7500 2,8000 2.8500 2 9000 2 9500 3 0000 3 0500 3 1000 3 1500 3 2000 3 2500 3.3000 3.3500 506.00 506.00 506.00 506 O0 506 O0 506 O0 506 O0 506 O0 506 O0 506 O0 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506 O0 506 O0 506 O0 506 O0 506 00 506 00 506 00 506.00 506.00 506.00 506.00 506.00 5O6 506 506 506 506 O0 506 O0 506 O0 506 O0 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506 O0 506 O0 506 O0 506 O0 506 O0 506 O0 O0 O0 O0 O0 506.00 506.00 506.00 506.00 506.00 506.00 506 O0 506 O0 506 O0 506 O0 506 O0 506 O0 506 O0 506 O0 506 O0 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506 O0 506 O0 506 O0 506 O0 506 O0 506 O0 506 O0 506 O0 506.00 506.00 506.00 506.00 506.00 506.00 S/N: 621201EO6A85 Glenn Engineering PondPack Ver: 7.0 (311) Compute Time: 12:17:53 Date: 12-19-2000 Type .... Time-Etev Page 4.03 Name .... P 10 OUT Tag' Dev.lO Event' 10 yr File .... C:\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Storm... Dallas 10 yr Tag: Dev.lO TIME vs. ELEVATION (ft) Time Output Time increment = .0100 hfs hrs Time on left represents time for first value in each row. .......................................................................! 0000 0500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 7000 7500 8000 8500 9000 .9500 1.0000 1.0500 1,1000 i 1500 I 2000 1 2500 1 3000 1 3500 1 4000 1 4500 1 5000 1 5500 1.6000 1.6500 i 7000 1 7500 I 8000 i 8500 I 9000 1 9500 2.0000 2.0500 2.1000 2.1500 2.2000 506 506 506 5O6 507 507 21 507 24 507 11 506 96 506.83 506.71 506.61 506.53 506.46 506.39 5O6.34 506.29 506.25 506 22 506 19 506 16 506 14 506 12 506 10 506 09 506.08 506.07 506.06 506.05 506.04 506.04 506.03 506.03 506.02 506.02 506 02 506 02 506 O1 506 01 506 O1 506 01 506 01 506 O1 506 O1 506 O0 00 08 29 63 01 506.00 506.11 506.35 506.71 507.07 507.23 507.22 507.08 506 93 506 80 506 69 506 60 506 51 506 44 506 38 506 33 506.28 506.24 506.21 506 18 506 16 506 14 506 12 5O6 10 506 09 506 07 506 06 506 06 506 05 506 04 506 04 506 03 506 03 506.02 506.02 506.02 506.01 506.01 506.01 506.01 506.01 506.01 506.01 506.01 506.00 506.01 506.15 506.41 506.79 507.11 507.24 507.20 507.05 506.90 506.78 506.67 506 58 506 50 506 43 506 37 506 32 506 28 506 24 506 20 506 18 506 15 506 13 506.11 506.10 506.08 506.07 506.06 506.05 506.05 506.04 506.03 506.03 506.03 506 02 506 02 506 02 506 O1 506 01 506 01 506 O1 506.01 506.01 506.01 506.01 506.00 506.03 506.19 506 48 506 87 507 16 507 25 507 18 507 02 506 88 506 76 506.65 506.56 506.48 506.42 506.36 506.31 506.27 506.23 S06 20 506 17 506 15 506 13 506 11 506 09 506 08 506 07 506.06 506~05 506.05 506.04 506.03 506.03 506.02 506.02 506.02 506.02 506.01 506 O1 506 O1 506 01 506 01 506 01 506 01 506 00 506 00 506.05 506,24 506.55 506.95 507 19 507 25 507 15 506 99 506 85 506 73 506 63 506 55 506.47 506.41 506.35 506.30 506 26 50( 22 506 19 506 17 506 14 506 12 506 11 506 09 506 08 506 07 506 06 506 05 506 04 506 04 506.03 506.03 506.02 506.02 506.02 506.02 506.01 506.01 506.01 506 01 506 01 506 O1 506 01 506 00 506 00 S/N' 621201E06A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12:17'53 Date' 12-19-2000 Type .... Name .... File .... Storm... Time hrs 2.2500 2.3000 2.3500 2.4000 2.4500 2 5OOO 2 5500 2 6000 2 6500 2 7000 2 7500 2 8000 2 8500 2 9000 2.9500 3.0000 3.0500 3.1000 3.1500 3.2000 3.2500 3.3000 3~3500 3.4000 3.4500 Time-Etev P 10 OUT Tag- Dev.lO C'\HAESTAD\PPKW\SAMPLE\COPPELL Datlas 10 yr Tag' Dev.lO COMMERCE CENTER Page 4.04 Event' 10 yr PHASE 2A.PPW TIME vs. ELEVATION (ft) Output Time increment = .0100 hfs Time on left represents time for first value in each row. 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 S/N: 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time: 12'17:53 Date: 12-19-2OOO Type .... Name .... FiIe .... Storm... Time-Elev P 10 OUT Tag: DevlOO C:\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE DaIlas Tag: DeviO0 CENTER Page 4.05 Event: 100 yr PHASE 2A.PPW TIME vs. ELEVATION (ft) Time hfs 0000 0500 1000 1500 2O0O 2500 3000 3500 4000 4500 5000 5500 6000 .6500 .7000 .7500 .8000 .8500 .9000 .9500 1.OOOO 1.0500 1.1000 1.1500 1.2000 1,2500 1.3000 1.3500 i 4000 i 4500 1 5000 i 5500 i GOOO i 6500 i 7000 i 7500 1 8000 1 8500 1.9000 1.9500 2.0000 2.0500 2.1000 2.1500 2.2000 Output Time increment = .0100 hrs Time on reft represents time for first value in each row. 506.00 506.11 506.41 506.87 507.40 507.68 507.72 507.54 507.33 507.15 506.99 506.85 506.73 506.63 506.55 506.47 506.4i 506.35 506.30 506.26 506.22 506.i9 506.i7 506.I4 506.I2 506.11 506.09 506.08 506.07 506.O6 506.05 506.04 506.04 506.03 506 03 506 02 506 02 506 02 506 02 506 O1 506.01 506.01 506.01 506.01 506.01 506.00 506.15 506.49 506.98 507.48 507.71 507.70 507.50 507.29 507.11 506.96 506.83 506,71 506.61 506.53 506.46 506.39 506.34 506.29 506.25 506.22 506.19 506.16 506.14 506.12 506.10 506.09 506.08 506.07 506.06 506.05 506.04 506.04 506.03 506.03 506.02 506.02 506.02 506.02 506 O1 506 O1 506 O1 506 O1 506 O1 506 O1 506.02 506.04 506.07 506.20 506.26 506.33 506.57 506.67 506.77 507.10 507.21 507.31 507.55 507.60 507.65 507.72 507.73 507.73 507.67 507.63 507.59 507.46 507.41 507.37 507.25 507.22 507.18 507.08 507.05 507.02 506.93 506.90 506.88 506.80 506.78 506.76 506.69 506.67 506.65 506.60 506.58 506.56 506.51 506.50 506.48 506.44 506.43 506.42 506.38 506.37 506,36 506.33 506.32 506.31 506.28 506.28 506.27 506.24 506.24 506.23 506.21 506.20 506.20 506.18 506.18 506.17 506.16 506.15 506.15 506.13 506.13 506.13 506.12 506.11 506.11 506.10 506.10 506.09 506.09 506.08 506.08 506.07 506.07 506.07 506.06 506.06 506.06 506.06 506.05 506.05 506.O5 506.05 506.04 506.04 506.04 506.04 506.04 506.03 506.03 506.03 506.03 506.03 506.03 506.03 506.02 506.O2 506.O2 506.02 506.02 506.02 506.02 506.02 506.02 506.02 506.01 506.01 506.01 506.01 506.01 506.01 506.01 506.01 506,01 506.01 506.01 506.01 506.01 506.01 506.01 506.01 506.01 506.01 506.01 506.01 506.01 S/N: 621201EO6A85 Glenn Engineering PondPack Vet' 7.0 (311) Compute Time: 12'17:53 Date: 12-19-2000 Type .... Time-Elev Page 4.06 Name .... P 10 OUT Tag' DevlO0 Event' 100 yr File .... C:\HAESTAD\PPKW\SAHPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Storm... Dallas Tag: DevlO0 TIME vs. ELEVATION (ft) Time Output Time increment = .0100 hrs hfs Time on left represents time for first value in each row. 2.2500 2 3000 2 3500 2 4000 2 4500 2 5000 2 5500 2 6000 2 6500 2 7000 2 7500 2 8000 2 8500 2 9000 2.9500 3.0000 3.0500 3 1000 3 1500 3 2000 3 2500 3 3000 3 3500 3 4000 3 4500 3.5000 3.5500 506.01 506.00 506.00 506.00 506.00 506.00 506.00 506 O0 5O6 O0 506 O0 506 O0 506 O0 506 O0 506 O0 506 O0 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.01 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506 O0 506 O0 506 O0 506 00 506 O0 506 O0 506 O0 506.00 506.00 506.00 506.00 506.00 506.01 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506 O0 506 O0 506 O0 506 O0 506 O0 506 O0 506 O0 506.01 506.00 506.00 506.00 506.00 506.00 506.00 506 O0 506 O0 506 O0 506 O0 506 O0 506 O0 506 O0 506 O0 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506.00 506 O0 506 O0 506 O0 506 O0 506 O0 506 O0 506 O0 506.00 506.00 506.00 506.00 506.00 506.00 506.00 S/N: 621201EO6A85 Glenn Engineering PondPack Vet: 7.0 (311) Compute Time: 12:17:53 Date: 12-19-2000 Type .... Time vs. Volume Page 5.01 Name .... P 10 OUT Tag: Dev..2 Event' 2 yr File .... C'\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Storm... Dallas 2yr Tag: Dev..2 TIME vs. VOLUME (ac-ft) Time hrs .0000 .0500 .1000 .1500 .2000 ,2500 .3000 .3500 .4000 .4500 5000 5500 6000 6500 7000 7500 .8000 .8500 .9000 .9500 1.0000 1.0500 1.1000 1.1500 1.2000 1.2500 1.3000 1.3500 1.4000 1.4500 1.5000 1.5500 1.6000 1.6500 1.7000 1.7500 1.8000 1.8500 1.9000 1.9500 2.0000 2.0500 2.1000 2.1500 2.2000 Output Time increment = .0100 hrs Time on left represents time for first value in each row. .000 .045 173 371 598 718 733 659 568 490 .422 .364 .313 ,270 233 201 173 i49 i28 iii .095 .082 .071 .061 .053 .045 .039 .034 .029 .025 .022 .019 .016 .014 .012 .010 009 008 007 006 005 004 .004 .003 .003 .002 .065 .207 .419 .631 .729 724 640 551 475 410 353 304 262 226 I95 i68 I45 i25 i07 093 O8O .069 .059 .051 .044 .038 .033 .028 .024 .021 018 016 013 012 010 OO9 .007 .006 O05 O05 O04 004 0O3 003 .007 .087 .244 468 660 736 713 621 535 .461 .398 343 295 255 219 189 163 140 121 104 O90 078 .067 .058 .050 .043 .037 .032 .027 .024 .020 .018 .015 .013 011 010 008 O07 0O6 005 .005 .004 .003 .003 .003 .017 .113 .284 .517 .683 .738 697 603 520 448 386 333 287 247 213 184 158 136 118 101 .087 .075 .065 .056 .048 .042 .036 .031 .027 .023 .020 .017 .015 .013 .011 .009 008 007 006 005 0O4 004 003 .003 .002 .029 .141 .327 .560 .703 .738 .679 .585 504 435 375 323 278 240 207 178 154 132 114 .098 .085 .073 .063 O54 047 040 035 030 026 .022 019 017 014 012 011 009 008 .007 .006 .005 .004 .004 .003 .003 .002 S/N' 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time: 12'17'53 Date: 12-19-2000 Type .... Time vs. Volume Pa§e 5.02 Name .... P 10 OUT Tag' Dev..2 Event: 2 yr FiIe .... C'\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Storm... DaItas 2yr Tag' Dev.,2 TJme hfs 2.2500 2.3000 2.3500 2.4000 2.4500 2.5000 2.5500 2.6000 2.6500 2.7000 2.7500 2.8000 2.8500 2.9000 2.9500 3.0000 3.0500 3.1000 3.1500 3.2000 3.2500 3.3000 3.3500 TIME vs. VOLUME (ac-ft) Output Time increment = .0100 hrs Time on left represents time for first value Jn each row. .O02 .002 ·002 · 001 .001 001 001 001 001 001 001 .000 .000 000 000 000 000 000 000 000 .000 ·000 .000 .002 .002 .002 .001 .001 .001 .001 .001 · 001 .001 .001 .000 .000 .000 .000 .000 000 000 000 000 000 000 000 .002 .002 002 001 001 001 001 001 .001 .001 000 000 000 000 000 000 000 .000 .000 · 000 .000 .000 .000 ·002 .002 .002 .001 ·001 001 001 001 001 001 000 000 .000 .000 000 000 000 000 000 000 .000 .000 .002 · 002 .002 .001 ·001 o001 001 001 001 001 000 000 000 .000 .000 000 000 000 000 000 000 000 S/N' 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12:17'53 Date' 12-19-2000 Type .... Time vs. Volume Page 5.03 Name .... P 10 OUT Tag: Dev.lO Event: 10 yr File .... C:\HAESTAD\PPKN\SAHPLE\COPPELL COMMERCE CENTER PHASE 2A.PPN Storm... Dallas 10 yr Tag: Dev.lO TIME vs. VOLUME (ac-ft) Time Output Time increment = .0100 hrs hrs Time on left represents time for first value in each row. .......................................................................I .0000 .0500 1000 1500 2000 2500 3000 3500 .4000 ·4500 .5000 .5500 .6000 .6500 7000 7500 8000 8500 9000 9500 1 0000 1.0500 i IO00 1 1500 1 2000 1 2500 1 3000 1 3500 1.4000 1 4500 1 5000 1 5500 1 6000 1 6500 1 7000 1 7500 1 8000 1.8500 1.9000 1.9500 2.0000 2.0500 2.1000 2.1500 2.2000 .000 .058 .221 .475 .765 .919 .938 .843 .727 .626 · 540 .465 401 346 298 257 221 191 164 142 122 I05 091 078 067 058 O50 043 037 032 .028 .024 .021 .018 .015 013 011 010 008 0O7 006 005 OO5 O04 003 002 083 265 536 808 933 927 819 706 .608 ·524 .452 .389 .336 .289 .249 .215 .185 .160 .138 .119 .102 .088 .076 ·065 056 049 042 036 031 027 023 O2O 017 015 013 011 O09 .008 · 007 .006 .005 .005 .004 .003 .010 .112 .313 · 600 · 844 .941 .912 ·795 · 685 590 509 438 378 326 281 242 .209 180 155 134 115 099 085 O74 064 055 .047 .041 .035 .030 .026 022 019 017 014 012 011 OO9 0O8 O07 0O6 005 OO4 0O4 .003 .021 · 144 .364 .661 .875 ·945 .892 .771 665 573 494 426 367 316 273 235 2O2 174 150 130 .112 O96 083 072 062 053 046 039 034 029 025 022 019 .016 .014 .012 010 009 008 0O7 O06 005 004 004 003 .037 .181 .418 .716 .899 · 944 .869 · 749 .645 556 479 413 356 307 265 228 197 169 146 126 108 .093 · 081 .069 060 052 044 038 033 028 025 021 018 016 014 .012 .010 .009 .007 OO6 006 005 004 0O4 003 S/N' 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12:17'53 Date' 12-19-2000 Type .... Time vs. Volume Pa§e 5.04 Name .... P IO OUT Tag' Dev.iO Event· iO yr File .... C:\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Storm.·. DalIas lO yr Tag' Dev. IO TIME vs. VOLUME (ac-ft) Time Output Time increment = .0100 hfs hrs Time on left represents time for first value in each row. 2.2500 2.3000 2.35O0 2.4000 2.4500 2.5000 2.5500 2.6000 2 6500 2 7O0O 2 7500 2 8000 2 8500 2 9000 2.9500 3 0000 3 0500 3 1000 3 1500 3 2000 3 2500 3.3000 3.3500 3.4000 3.4500 .0O3 .003 .002 0O2 002 001 001 001 001 001 .001 .001 .001 .000 000 000 000 000 000 000 000 000 000 .000 .000 .003 · 002 ·002 .002 .002 .00I .OOi .OOi .O0! ,O01 .001 .001 .000 .O00 .O00 .0OO · O00 .O00 .000 OOO 0OO OOO 0OO 000 0OO 0O3 002 002 002 002 001 001 001 ·001 · 001 ·001 001 000 000 000 000 000 000 000 000 000 .000 .000 .000 · 0O3 .002 ·002 .002 ·002 OOi 001 001 O01 OOi 001 OOi 000 .000 .O00 .OOO 0OO 000 O00 O00 OOO OOO OOO OOO .003 .002 .002 ·002 ,001 .001 001 001 001 001 001 001 000 000 000 .000 .000 000 000 000 000 000 000 000 S/N' 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time: 12'17'53 Date: 12-19-2000 Type .... Time vs. Volume Page 5.05 Name .... P 10 OUT Tag: DevlO0 Event' 100 yr File .... C'\HAESTAD\PPKN\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPN Storm... Dallas Tag' DevlO0 TIME vs. VOLUME (ac-ft) Time Output Time increment = .0100 hrs hFS Time on left represents time for first value in each row. .0000 .0500 .1000 .1500 .2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 7000 7500 .8000 .8500 .9000 9500 1 0000 1 0500 1 1000 1 1500 1 2000 1 2500 1 3000 1 3500 1 4000 1.4500 1 5000 1 5500 1 6000 1 6500 1 7000 1 7500 1.8000 1.8500 1.9000 1 9500 2 0000 2 0500 2 1000 2 1500 2 2000 .000 .080 .307 .659 1.061 1.274 1.300 1.169 1.008 869 749 645 556 479 413 356 307 264 228 196 169 146 126 108 .093 .081 .069 .060 .052 O44 038 033 028 025 021 018 016 014 012 010 OO9 007 0O6 .006 .005 003 115 368 743 120 293 285 135 978 843 727 626 540 .465 .401 .346 298 257 221 191 164 142 122 105 091 078 067 058 O5O 043 .037 .032 .028 .024 .021 018 015 013 011 010 008 007 006 005 005 .013 .155 .434 .831 1 170 1 305 1 264 1 102 950 818 705 608 524 452 389 335 289 249 215 185 160 138 119 102 088 076 065 056 049 042 036 031 027 023 .020 .017 .015 .013 .011 009 008 007 006 005 005 .030 .200 .504 .917 1.212 1.310 1.237 1.069 .922 .794 .685 59O 5O9 438 378 326 281 242 208 180 155 133 115 .099 .085 .074 .063 .055 .047 041 035 O3O 026 022 019 017 014 012 011 009 O08 0O7 006 005 004 .052 .251 .579 .993 1.247 1.309 1.204 1.038 .895 .771 .665 .573 .494 .426 .367 316 272 235 202 174 150 130 112 096 083 072 062 .053 .046 .039 .034 .029 025 022 019 016 014 012 010 O09 008 007 006 0O5 0O4 S/N' 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12'17'53 Date' 12-19-2000 Type .... Time vs. Volume Page 5.06 Name .... P 10 OUT Tag: DevlOO Event- 100 yr File .... C'\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPN Storm... Dallas Tag' DevlO0 TIME vs. VOLUME (ac-ft) Time Output Time increment = .0100 hrs hrs Time on left represents time for first value in each row. 2.2500 2.3000 2.3500 2.4000 2.4500 2.5000 2.5500 2.6000 2.6500 2.7000 2 7500 2 8000 2 8500 2 9000 2 9500 3 0000 3.0500 3.1000 3.~500 3,2000 3.2500 3.3000 3.3500 3.4000 3.4500 3.5000 3.5500 .004 .004 .003 003 002 002 002 001 001 001 001 .001 .001 .001 001 000 000 000 000 000 000 000 .000 .000 .000 .000 .000 .004 .003 .003 .003 ·002 .002 .002 .001 .001 .001 .001 .001 · 001 .001 .001 .000 . OOO .000 0OO 0OO OOO OOO 0OO OO0 000 O00 000 004 003 003 002 002 002 002 .001 .001 .001 .001 001 001 001 000 000 000 000 000 000 .000 .000 .000 · 000 .0OO .000 .0OO .004 .003 .003 .002 002 002 002 001 001 001 001 001 001 001 .000 .000 000 000 000 000 000 000 000 .O00 .OO0 .000 · 004 .003 .003 .002 .002 ·002 002 001 001 001 001 001 001 001 000 .000 .000 000 000 000 000 000 000 0O0 000 000 S/N' 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12'17'53 Date: 12-19-2000 Type .... Vot' Etev-Area Page 6.01 Name .... P 10 Fire .... C:\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Title... Pond Etevation Planimeter Area Ai+A2+sqr(Ai*A2) Volume Volume Sum (ft) (sq.in) (acres) (acres) (ac-ft) (ac-ft) 506.00 ..... .7570 .0000 507.00 ..... .7570 2.2710 508.00 ..... .7570 2.2710 509.00 ..... .7570 2.2710 510.00 ..... .7570 2.2710 511.00 ..... .8310 2.3811 512.O0 ..... .9080 2.6076 513.00 ..... .9870 2.8417 .000 .OO0 .757 .757 757 1.514 757 2.271 757 3.028 794 3.822 869 4.691 947 5.638 POND VOLUME EQUATIONS * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2-EL1) * (Areal + Area2 + sq.rt.(Areal*Area2)) where: EL1, EL2 = Lower and upper elevations of the increment Areal,Area2 = Areas computed for EL1, EL2, respectively Volume : Incrementat volume between EL1 and EL2 S/N: 621201EO6A85 Glenn Engineering PondPack Vet: 7.0 (311) Compute Time: 12:17:53 Date: 12-19-2000 Type .... Outlet Input Data Page 7.01 Name .... PR 20 File .... C:\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Title... Rectangular Oriface REQUESTED POND WS ELEVATIONS: Min. Etev.= 506.00 ft Increment : .25 ft Max. Elev.= 512.50 ft OUTLET CONNECTIVITY ---> Forward Flow Only (UpStream to DnStream) <--- Reverse Flow Only (DnStream to UpStream) <---> Forward and Reverse Both Allowed Structure No. Outfall El, ft Orifice-Area RO ---> TW 506.000 TW SETUP, DS Channel E2, ft 512.500 S/N: 621201EO6A85 Glenn En§ineerin§ PondPack Ver: 7.0 (311) Compute Time: 12:17:53 Date: 12-19-2000 Type .... Outtet Input Data Name .... PR 20 Page 7.02 File .... C'\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Title... Rectangular Oriface OUTLET STRUCTURE INPUT DATA Structure ID = RO Structure Type = Orifice-Area # of Openings = i Invert Elev. = 506.00 ft Area : 8.0000 sq.ft Top of Orifice = 508.00 ft Datum EIev. = 506.00 ft OrJfice CoeUr. : .600 Structure ID = TN Structure Type = TN SETUP, DS Channel FREE OUTFALL CONDITIONS SPECIFZED CONVERGENCE TOLERANCES... MaxJmum Iterations= Min. TN toIerance= Max. TN toIerance= Min. HW toIerance= Max. HW tolerance = Min. Q toIerance= Max. Q toIerance= 30 .Oi ft .OI ft .Oi ft .Oi ft .iO cfs .iO cfs S/N' 621201EO6A85 Glenn EngineerJng PondPack Ver' 7.0 (311) Compute Time' 12:17'53 Date' i2-I9-2000 Type .... Individual Outlet Curves Page 7.03 Name .... PR 20 File .... C'\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Title... Rectangular Oriface RATING TABLE FOR ONE OUTLET TYPE Structure ID = RO (Orifice-Area) Upstream ID = (Pond Water Surface) DNstream ID = TW (Pond Outfall) WS Elev,Device Q WS Elev. ft 506 O0 506 25 506 5O 506 75 507 O0 507 2S 507.50 507.75 508.00 508.25 508.50 508.75 509.00 509.25 509 50 509 75 510 O0 510 25 510 50 510 75 511 O0 511.25 511.50 511.75 512.00 512.25 512.50 Q cfs .00 6.81 13.61 20.42 27.23 34.03 40.84 47.65 54.45 57.76 60.88 63.85 66 69 69 41 72 03 74 56 77 O1 79 38 81 68 8392 86.10 88.22 90.30 92.33 94.32 96.26 98.17 Tail Water Notes TW Elev Converge ft +/-fl Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Free Outfall Computation Messages Hi=.O0; Ht=2.00; Qt=54.45 Hi=.25; Hr=2.00; Qt=54.45 Hi=.50; Ht=2.00; Qt=54.45 Hi=.75; Hr=2.00; Qt=54.45 Hi=l.00; Hr=2.00; Qt=54.45 Hi=1.25; Hr=2.00; Qt=54.45 Hi=l.50; Hr=2.00; Qt=54.45 Hi=1.75; Ht=2.00; Qt=54.45 H =2.00 H =2.25 H =2 50 H =2 75 H =3 O0 H =3 25 H =3 50 H :3 75 H =4 O0 H =4.25 H =4.50 H =4,75 H =5 O0 H =5 25 H =5 50 H =5 75 H =6 O0 H :6 25 H =6 50 S/N: 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12'17:53 Date: 12-19-2000 Type .... Composite Rating Curve Name .... PR 20 Page 7.04 File .... C'\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Title... Rectangular Oriface ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Etev. ft 506.00 506 25 506 50 506 75 507 O0 507 25 507 50 50775 508,00 508 25 508 50 508 75 509 O0 509 25 509 50 509 75 510.00 510.25 510.50 510.75 511.00 511.25 511.50 511.75 512.00 512.25 512.50 Notes ........ Converge ......................... Q TW Elev Error cfs ft +/-ft .00 Free Outfall 6.81 Free Outfatl 13.61 Free Outfall 20.42 Free Outfall 27.23 Free Outfall 34.03 Free Outfall RO 40.84 Free Outfall RO 47.65 Free Outfall RO S4.45 Free Outfall RO 57.76 Free Outfatl RO 60.88 Free Outfatt RO 63.85 Free Outfatl RO 66.69 Free Outfalt RO 69.41 Free Outfatl RO 72.03 Free Outfall RO 74.56 Free Outfall RO 77.01 Free Outfalt RO 79.38 Free Outfall RO 81.68 Free Outfall RO 83.92 Free Outfall RO 86.10 Free Outfall RO 88.22 Free Outfall RO 90.30 Free Outfall RO 92.33 Free Outfall RO 94.32 Free Outfall RO 96.26 Free Outfall RO 98.17 Free Outfatl RO Contributing Structures RO RO RO RO RO S/N' 621201EO6A85 Glenn Engineering PondPack Ver: 7.0 (311) Compute Time' 12:17'53 Date: 12-19-2000 Type .... Name Fire Pond E-V-Q Table P IO C:\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE Page 8.O1 2A.PPW LEVEL POOL ROUTING DATA HYG Dir = C'\HAESTAD\PPKW\SAHPLE\ Inflow HYG file : KOLL CCC.HYG P IO Outflow HYG fiIe= KOLL CCC.HYG - P lO Pond Node Data = P 10 Pond Volume Data = P 10 Pond Outlet Data = PR 20 IN OUT Dev.lO Dev.lO No InfiItration INITIAL CONDITIONS Starting WS Elev : 506.00 ft Starting Volume : .000 ac-ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout: .00 cfs Time Increment = .0100 hfs Elevation Outftow Storage Area Infitt. Q Total 2S/t + 0 ft cfs ac-ft acres cfs cfs cfs 506.00 .00 506.25 6.81 506.50 13.61 506.75 20.42 507.00 27.23 507.25 34.03 507.50 40.84 507.75 47.65 508.00 54.45 508.25 57.76 508.50 60.88 508.75 63.85 509.00 66.69 509.25 69.41 509.50 72.03 509.75 74.56 510.00 77.01 510.25 79.38 510.50 81.68 510.75 83.92 511.00 86.10 511.25 88.22 511.50 90.30 000 189 379 568 757 946 1 136 1 325 1 514 1 703 1 893 2 082 2 27I 2.460 2.650 2.839 3.028 3.220 3.416 3.616 3.822 4.032 4.247 .7570 7570 7570 7570 7570 7570 7570 7570 7570 7570 7570 7570 7570 7570 7570 7570 7570 7752 7936 .8122 .8310 .8499 .8691 .00 .00 .00 .00 .00 O0 O0 O0 O0 O0 O0 O0 .00 .00 O0 O0 O0 O0 O0 O0 O0 O0 O0 .00 6.81 13.61 20.42 27.23 34.03 40.84 47.65 54.45 57.76 60.88 63.85 66.69 69.41 72.03 74.56 77.01 79 38 81 68 83 92 86 10 88 22 90 30 .00 464.79 929.58 1394.38 1859.17 2323.96 2788.75 3253.54 3718.33 4179.62 4640.73 5101 69 5562 51 6023 22 6483 83 694434 7404,77 7870.61 8347.45 8835.41 9334.64 9845.24 10367.30 S/N' 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12:17'53 Date: 12-19-2000 Type .... Pond E-V-Q TabIe Page 8.02 Name .... P IO File .... C'\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW LEVEL POOL ROUTING DATA HYG Dir = C'\HAESTAD\PPKW\SAMPLE\ Inflow HYG file = KOLL CCC.HYG P 10 Outflow HYG file = KOLL CCC.HYG P iO Pond Node Data = P 10 Pond Volume Data = P 10 Pond Outlet Data = PR 20 IN Dev.lO OUT Dev.lO No Infiltration INITIAL CONDITIONS Starting NS Elev = 506.00 ft Starting Volume = .000 ac-ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total qout= .00 cfs Time Increment = .0100 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + 0 ft cfs ac-fl acres cfs cfs cfs 511.75 92.33 4.466 .8884 .00 92.33 10900.97 512.00 94.32 4.691 .9080 .00 94.32 11446.36 512.25 96.26 4.920 .9274 .00 96.26 12003.52 512.50 98.17 5.155 .9471 .00 98.17 12572.46 S/N' 621201EO6A85 Glenn Engineering PondPack Vet' 7.0 (311) Compute Time' 12:17'53 Date' 12-19-2000 Type .... Node' Pond Inftow Summary Page 8.03 Name .... P 10 IN Event' 2 yr File .... C'\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Storm... Dallas 2yr Tag' Dev..2 SUMMARY FOR HYDROGRAPH ADDITION at Node' P 10 IN HYG Directory' C'\HAESTAD\PPKW\SAMPLE\ Upstream Link ID Upstream Node ID HYG file HYG ID HYG tag A 10 MOD.RAT NET 10 KOLL CCC.HYG MOD.RAT NET 10 Dev..2 INFLOWS TO' P 10 IN ........................................ Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac-ft hfs cfs KOLL CCC.HYG MOD.RAT NET 10 Dev..2 1.101 .1700 78.40 TOTAL FLOW INTO: P 10 IN ........................................ Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac-ft hrs cfs KOLL CCC.HYG P 10 IN Dev..2 1.101 .1700 78.40 S/N: 621201E06A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12'17'53 Date: 12-19-2000 Type .... Node' Pond Inflow Summary Page 8.04 Name .... P 10 IN Event' 2 yr File .... C:\HAESTAD\PPKN\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Storm... Dallas 2yr Tag' Dev,.2 Time hfs 0000 0500 1000 1500 2000 2500 3000 TOTAL NODE INFLOW... HYG file : C:\HAESTAD\PPKW\SAMPLE\KOLL CCC.HYG HYG ID = P 10 IN HYG Tag = Dev..2 Peak Discharge = 78,40 cfs Time to Peak = .1700 hfs HYG Volume = 1.101 ac-ft HYDROGRAPH ORDINATES (cfs) Output Time increment = .0100 hfs Time on reft represents time for first value in each row. .00 4.61 9.22 13.83 18.45 23.06 27.67 32.28 36.89 41.50 46.12 50.73 55.34 59.95 64.56 69.17 73.79 78.40 73.79 69.17 64.56 59.95 55.34 50.73 46.12 41.50 36.89 32.28 27.67 23.06 18.45 13.83 9.22 4.61 .00 S/N' 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12:17'53 Date' 12-19-2000 Type .... Node' Pond Inflow Summary Page 8.05 Name .... p 10 IN Event' 10 yr File .... C:\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPN Storm... Dallas 10 yr Ta§- Dev.lO SUMMARY FOR HYDROGRAPH ADDITION at Node' P 10 IN HYG Directory' C'\HAESTAD\PPKWSSAMPLE\ Upstream Link ID Upstream Node ID HYG fire HYG ID HYG tag A 10 MOD.RAT NET 10 KOLL CCC.HYG MOD.RAT NET 10 Dev.lO INFLOWS TO: P 10 IN ........................................ Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac-ft hfs cfs KOLL CCC.HYG MOD.RAT NET 10 Der.lO 1.410 .1700 100.33 TOTAL FLOW INTO' P iO IN ........................................ Volume Peak Time Peak Flow HYG file HYG ID HYG tag ac-ft hfs cfs KOLL CCC.HYG P 10 IN Dev.lO 1.410 .1700 100.33 S/N' 621201EO6A85 Gtenn Engineering PondPack Ver' 7.0 (311) Compute Time- 12'17'53 Date' 12-19-2000 Type .... Node- Pond Inflow Summary Page 8.06 Name .... P iO IN Event' lO yr File .... C'\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Storm... Dattas iO yr Tag- Dev.iO Time hrs .0000 .0500 .1000 .1500 .2000 .2500 .3000 TOTAL NODE INFLOW... HYG file = C'\HAESTAD\PPKW\SAMPLE\KOLL CCC.HYG HYG ID = P 10 IN HYG Tag = Dev.lO Peak DischaFge = 100.33 cfs Time to Peak = .1700 hFS HYG Volume = 1.410 ac-ft HYDROGRAPH ORDINATES (cfs) Output Time increment = .0100 hfs Time on left represents time for first value in each row. .00 5.90 11.80 17.70 23.61 29.51 35.41 41.31 47.21 53.11 59.02 64.92 70.82 76.72 82.62 88.52 94.43 100.33 94,43 88.52 82.62 76.72 70.82 64.92 59.02 53.11 47.21 41.31 35.41 29.51 23.61 17.70 11.80 5.90 .00 S/N: 621201EO6A85 Glenn Engineering PondPack Ver- 7.0 (311) Compute Time' 12:17:53 Date: 12-19-2000 Type .... Node: Pond Inflow Summary PaBe 8.07 Name .... P iO IN Event' IO0 yr File .... C'\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Storm... Dattas TaB' DevIO0 SUMMARY FOR HYDROGRAPH ADDITION at Node' P 10 IN HYG Directory' C'\HAESTADXPPKWXSAMPLE\ Upstream Link ID Upstream Node ID HYG file HYG ID HYG tab A 10 MOD.RAT NET 10 KOLL CCC.HYG MOD.RAT NET 10 DevlO0 INFLOWS TO: P 10 IN ........................................ Volume Peak Time Peak Flow HYG file HYG ID HYG taB ac-fl hfs cfs KOLL CCC.HYG MOD.RAT NET 10 DevlO0 1.954 .1700 139.10 TOTAL FLOW INTO: P 10 IN ........................................ Volume Peak Time Peak Flow HYG file HYG ID HYG tab ac-ft hrs cfs KOLL CCC.HYG P 10 IN DevlO0 1.954 .1700 139.10 S/N' 621201EO6A85 Glenn En§ineering PondPack Ver' 7.0 (311) Compute Time' 12'17'53 Date' 12-19-2000 Type .... Node- Pond Inflow Summary Page 8.08 Name .... P 10 IN Event' 100 yr FiIe .... C'\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Storm... Dattas Tag' DevlO0 Time hrs .0000 .0500 .1000 .1500 .2000 .2500 .3000 TOTAL NODE INFLOW... HYG file = C'\HAESTAD\PPKW\SAMPLE\KOLL CCC.HYG HYG ID = P 10 IN HYG Tag = DevlO0 Peak Discharge = 139.10 cfs Time to Peak = .1700 hfs HYG Volume = 1.954 ac-ft HYDROGRAPH ORDINATES (cfs) Output Time increment = .0100 hrs Time on left represents time for first value in each row. .00 8.18 16.36 24.55 32.73 40.91 49.09 57.27 65.46 73.64 81.82 90.00 98.19 106.37 114.55 122.73 130.91 139.10 130.91 122.73 114.55 106.37 98.19 90.00 81.82 73.64 65.46 57.27 49.09 40.91 32.73 24.55 16.36 8.18 .00 S/N' 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12'17'53 Date- 12-19-2000 Type .... Pond Routing Summary Page 8.09 Name .... P 10 OUT Tag: Dev..2 Event' 2 yr File .... C'\HAESTAD\PPKW\SAHPLE\COPPELL COMHERCE CENTER PHASE 2A.PPW Storm... DaLLas 2yr Tag: Dev..2 LEVEL POOL ROUTING SUMMARY HYG Dir = C'\HAESTAD\PPKW\SAMPLE\ Inflow HYG file = KOLL CCC.HYG - P 10 Outflow HYG file = KOLL CCC.HYG ~ P 10 Pond Node Data = P 10 Pond Volume Data : P 10 Pond OutLet Data = PR 20 IN Dev..2 OUT Dev..2 No Infiltration INITIAL CONDITIONS Starting WS Elev : 506.00 ft Starting Volume = .000 ac-ft Startin§ OutfLow = .00 cfs Starting Infittr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .O100 hfs INFLOW/OUTFLOW HYDROGRAPH SUMMARY Peak Inflow = 78.40 cfs at .1700 hrs Peak Outflow = 26.56 cfs at .2800 hfs Peak ELevation = 506.98 ft Peak Storage = .738 ac-ft HASS BALANCE (ac-fL) + Initial Vol = .O00 + HYG Vol IN = 1.101 - Infiltration = .000 - HYG Vol OUT = 1.101 - Retained Vol = .OOO Unrouted Vol = .OO0 ac-ft (.OO1% of Inflow Volume) S/N: 621201EO6A85 GLenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12:17:53 Date: 12-19-2000 Type .... Detention Time Page 8.10 Name .... p 10 OUT Tag' Dev..2 Event' 2 yr File .... C'\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPN Storm... Datlas 2yr Tag: Dev..2 DETENTION TIMES SUMMARY HYG Dir = C:\HAESTAD\PPKW\SAMPLE\ Inftow HYG file = KOLL CCC.HYG - P 10 Outftow HYG file = KOLL CCC.HYG - p 10 Pond Node Data : P 10 Pond Volume Data = P 10 Pond Outlet Data : PR 20 IN Dev..2 OUT Dev..2 No Infiltration APPROXIMATE DETENTION TIME Tp, Outflow + Infilt. = .2800 hrs Tp, Totat Inflow = .1700 hfs Peak to Peak = .1100 hrs Qout+Infilt. Centroid = Inftow Centroid = Centroid to Centroid = Weighted Avg. Plug Time : Max. Plug Vol. Plu§ Time : Max. Inflow Ptug Volume = .5062 hfs .1700 hrs .3362 hfs .3584 hfs .2404 hfs .063 ac-ft (From .1600 to .1700 hrs) S/N' 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time: 12'17'53 Date: 12-19-2000 Type .... Pond Routed HYG (total out) Page 8.11 Name .... P 10 OUT Tag' Dev..2 Event' 2 yr File .... C'\HAESTAD\PPKW\$AMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Storm... Dallas 2yr Tag' Dev..2 Time hrs .0000 .0500 .1000 .1500 .2000 .2500 .3000 .3500 .4000 .4500 5000 5500 6000 6500 7000 7500 8000 .8500 .9000 .9500 1 0000 1 0500 1 1000 1 1500 1 2000 1 2500 1 3000 1 3500 1.4000 1.4500 1.5000 1.5500 1.6000 POND ROUTED TOTAL OUTFLOW HYG... HYG file = C'\HAESTAD\PPKW\SAMPLE\KOLL CCC.HYG HYG ID = P 10 OUT HYG Tag = Dev..2 Peak Discharge = 26.56 cfs Time to Peak = .2800 hfs HYG Volume = 1.101 ac-fl HYDROGRAPH ORDINATES (cfs) Output Time increment = .0100 hfs Time on left represents time for first value in each row. .00 1.63 6.22 13.36 21.50 25.82 26.36 23.70 20.43 17.61 15.17 13.08 11.27 9.72 8.37 7.22 6.22 5.36 4.62 3.98 3.43 2.96 2.55 2.20 1.89 1.63 1.41 1 21 1 O5 9O 78 67 58 .07 2.33 7.46 15.06 22.70 26.21 26.06 23.01 19.83 17.09 14.73 12.70 10.94 9.43 8.13 7.01 6.04 5.20 4.49 3.87 3.33 2.87 2.48 2.13 1.84 1.58 1.37 1.18 1.01 .87 .75 .65 .56 .27 3.14 8.79 16.85 23.72 26.46 25.63 22.33 19.25 16.59 14.30 12.32 10.62 9 15 7 89 6 80 5 86 5 05 4 35 3 75 3 23 2 79 2.40 2.07 1 78 1 54 1 33 1 14 98 85 .73 .63 .54 .60 4.06 10.22 18 59 24 58 26 56 25 08 21 68 18 68 16 10 13 88 11 96 10,31 8 89 7 66 6.60 5.69 4.90 4.23 3.64 3.14 2.71 2.33 2.01 1.73 1.49 1.29 1.11 .96 .82 .71 .61 .53 1.05 5.09 11.75 20.13 25.28 26.53 24.42 21.04 18.14 15.63 13.47 11.61 10.01 8.63 7.43 6.41 5.52 4.76 4.10 3.54 3.05 2.63 2.26 1.95 1.68 1.45 1.25 1.08 .93 .80 .69 .59 .51 S/N: 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12'17'53 Date: 12-19-2000 Type .... Pond Routed HYG (total out) Page 8.12 Name .... P 10 OUT Tag' Dev..2 Event' 2 yr File .... C'\HAESTAD\PPKW\SAHPLE\COPPELL COHHERCE CENTER PHASE 2A.PPN Storm... Dallas 2yr Tag' Dev..2 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0100 hfs hfs Time on left represents time for first value in each row. 1.6500 1.7000 1.7500 1.8000 1.8500 1.9000 1.9500 2.0000 2 0500 2 1000 2 1500 2 2000 2 2500 2 3000 2.3500 2.4000 2.4500 2.5000 2.5500 2.6000 2 6500 2 7000 2 7500 2 8000 2 8500 2 9000 2 9500 3.0000 3.0500 3.1000 3.1500 3.2000 3.2500 3.3000 3.3500 .50 .43 .37 .32 .27 .24 .20 .18 .1S .13 .11 .10 .08 .07 O6 O5 O5 O4 O3 O3 O3 O2 O2 O2 .01 .Oi 01 01 01 01 O1 O0 O0 O0 O0 .48 42 36 31 27 23 20 17 15 13 11 09 08 07 06 05 04 .04 .03 .03 .02 02 02 02 01 O1 01 O1 O1 .01 .01 .00 ,00 .00 .00 47 40 35 30 26 22 .19 .17 .14 .12 .11 O9 O8 07 O6 05 04 04 O3 03 .02 .02 .02 .02 01 01 01 01 01 01 01 O0 O0 .00 .00 .45 .39 .34 .29 .25 .22 .19 .16 .14 .12 .10 .09 .08 .07 .06 05 O4 O4 03 03 02 02 02 01 .01 .01 01 01 01 01 01 O0 O0 O0 44 38 33 28 24 21 18 16 13 12 10 09 07 06 06 .05 .04 04 03 O3 O2 02 O2 01 01 01 01 .01 .01 .01 .01 .00 .00 .00 S/N' 621201EO6A85 Glenn Engineering PondPack Ver: 7.0 (311) Compute Time' 12:17'53 Date: 12-19-2000 Type .... Pond Routing Summary Page 8.13 Name .... P 10 OUT Tag: Dev.lO Event' 10 yr File .... C'\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Storm... Dallas 10 yr Tag' Dev.lO LEVEL POOL ROUTING SUMMARY HYG Dir = C'\HAESTAD\PPKW\SAMPLE\ Inflow HYG file : KOLL CCC.HYG - P 10 Outflow HYG file = KOLL CCC.HYG - P 10 Pond Node Data : P 10 Pond Volume Data : P 10 Pond Outlet Data : PR 20 IN Dev.lO OUT Dev.lO No Infiltration INITIAL CONDITIONS Starting WS Etev = 506.00 ft Starting Volume = .0OO ac-ft Starting Outflow = .00 cfs Starting In¢iltr. = .O0 cfs Starting Total Qout= .O0 cfs Time Increment = .O100 hfs INFLOW/OUTFLOW HYDROGRAPH SUMMARY Peak Inflow = 100.33 cfs at .1700 hfs Peak Outflow = 33.99 cfs at .2800 hfs Peak Elevation = 507.25 ft Peak Storage = .945 ac-fl MASS BALANCE (ac-ft) + Initial Vol = .000 + HYG Vol IN = 1.410 Infiltration : .000 HYG Vol OUT = 1.409 Retained Vol = ,000 Unrouted Vol = .000 ac-fl (.001% of Inflow Volume) S/N' 621201EO6A85 Glenn Engineering PondPack Vet' 7.0 (311) Compute Time: 12'17:53 Date' 12-19-2000 Type .... Detention Time Page 8.14 Name .... p IO OUT Tag: Dev. IO Event' iO yr Fite .... C'\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Storm... DaIIas lO yr Tag' Dev.lO DETENTION TIMES SUMMARY HYG Dir = C'\HAESTAD\PPKW\SAMPLE\ Inflow HYG file = KOLL CCC.HYG - P 10 Outflow HYG file = KOLL CCC.HYG - P 10 Pond Node Data = P 10 Pond Volume Data = P 10 Pond Outtet Data = PR 20 IN Dev.lO OUT Dev.lO No Infiltration APPROXIMATE DETENTION TIME Tp, Outflow + Infilt. = .2800 hfs Tp, Total Inflow = .1700 hfs Peak to Peak = .1100 hfs Qout+Infilt. Centroid = Inflow Centroid : Centroid to Centroid : .5062 hfs .1700 hfs .3362 hrs Weighted Avg. Plug Time = .3586 hfs Max. Plug Vol. Plug Time = .2712 hfs Max. Inflow Plug Volume = .080 ac-fl (From .1700 to .1800 hrs) S/N' 621201EO6A85 Glenn Engineering PondPack Vet' 7.0 (311) Compute Time' 12'17'53 Date' 12-19-2000 Type .... Pond Routed HYG (total out) Page 8.15 Name .... P 10 OUT Tag- Dev.lO Event' 10 yr File .... C'\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Storm... Dallas 10 yr Tag: Dev.lO Time hfs 0000 0500 1000 1500 2000 2500 3000 .3500 .4000 .4500 .5000 .5500 .6000 .6500 .7000 .7500 .8000 .8500 .9000 .9500 1.0000 1.05OO 1.1000 1.1500 1.2000 1.2500 1.3000 1.3500 1.4000 1.4500 1.5000 1.5500 1.6000 POND ROUTED TOTAL OUTFLOW HYG... HYG file = C'\HAESTAD\PPKW\SAMPLE\KOLL CCC.HYG HYG ID = P 10 OUT HYG Tag = Der.lO Peak Discharge = 33.99 cfs Time to Peak = .2800 hfs HYG Volume = 1.409 ac-ft HYDROGRAPH ORDINATES (cfs) Output Time increment = .0100 hfs Time on left represents time for first value in each row. .00 2.09 7.96 17.10 27.52 33.04 33.73 30.33 26.14 22.53 19.42 16.74 14.43 12.43 10.72 9.24 7.96 6.86 5.91 5.10 4.39 3.79 3.26 2.81 2.42 2.09 1.80 1.55 1.34 1.15 .99 .86 .74 .O9 2.98 9.54 19.28 29.05 33.54 33.35 29.44 25.38 21.87 18.85 16.25 14.00 12.07 10.40 8.97 7.73 6.66 5.74 4.95 4.26 3 68 3 17 2 73 2 35 2 03 1 75 1 51 1 30 1 12 96 .83 .72 .34 .77 4.01 5.19 11.25 13.08 21.56 23.78 30.36 31.45 33.86 33.99 32.80 32.10 28.58 27.74 24.63 23.91 21.23 20.61 18.30 17.76 15.77 15.31 13.59 13.19 11.72 11.37 10.10 9.80 8.70 8.45 7.50 7.28 6.46 6.28 5.57 5.41 4.80 4.66 4.14 4.02 3.57 3.46 3.07 2.98 2.65 2.57 2.28 2.22 1.97 1.91 1.70 1.65 1.46 1.42 1.26 1.22 1.09 1.05 .94 .91 .81 .78 .70 .68 1.35 6.51 15.03 25.77 32.35 33.95 31.25 26.93 23.21 20.01 17.24 14.86 12.81 11.04 9.51 8.20 7.07 6.09 5.25 4.53 3.90 3 36 2 90 2 5O 2 15 1 85 1 60 1 38 1 19 1.02 .88 .76 .66 S/N: 621201EO6A85 Glenn Engineering PondPack Vet' 7.0 (311) Compute Time' 12:17:53 Date: 12-19-2000 Type .... Pond Routed NYG (total out) Page 8.16 Name .... P 10 OUT Tag' Dev.!O Event' 10 yr File .... C'\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Storm... Dallas 10 yr Tag' Dev.lO HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0100 hfs hfs Time on left represents time for first value in each row. 1.6500 1.7000 1.7500 1.8000 1.8500 1.9000 1.9500 2.0000 2 0500 2 1000 2 1500 2 2000 2 2500 2 3000 2 3500 2 4000 2.4500 2.5000 2.5500 2.6000 2.6500 2.7000 2.7500 2.8000 2.8500 2.9000 2.9500 3.0000 3.0500 3.1000 3.1500 3.2000 3.2500 3.3000 3.3500 3.4000 3.4500 64 55 47 41 35 30 26 22 .19 .17 .14 .12 .11 .09 .08 .07 .06 05 O4 04 03 O3 02 02 O2 .02 .01 O1 O1 O1 O1 O1 O1 O0 O0 .00 .00 .62 .53 .46 40 34 29 25 22 19 16 14 12 10 09 08 07 .06 .05 .04 · 04 .03 .03 O2 O2 02 02 O1 O1 .01 .01 O1 O1 O1 O0 O0 O0 O0 60 52 45 38 33 29 .25 .21 .18 .16 .14 .12 .10 .09 .07 06 O6 05 O4 O4 03 03 02 .02 .02 .01 O1 O1 O1 O1 O1 O1 O1 .00 .00 .00 58 50 43 37 32 28 24 21 18 15 13 11 10 08 .07 .06 .05 .05 .04 .03 .03 .03 .02 .02 .02 .01 .01 .01 .01 O1 Oi O1 O1 O0 O0 ,00 56 49 42 36 31 27 23 20 17 15 13 11 09 08 .07 .06 .05 .05 .04 03 03 O2 02 02 O2 O1 O1 .01 .01 O1 O! O1 O0 O0 O0 O0 5/N' 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time: 12'17:53 Date: 12-19-2000 Type .... Pond Routing Summary Page 8.17 Name .... P 10 OUT Tag- DevlO0 Event' 100 yr FiIe .... C'\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Storm... Dallas Tag' DevlO0 LEVEL POOL ROUTING SUMMARY HYG Dir = C'\HAESTADXPPKW\SAMPLE\ Inflow HYG file = KOLL CCC.HYG - P 10 Outflow HYG file = KOLL CCC.HYG - P 10 IN DevlO0 OUT DevlO0 Pond Node Data = P 10 Pond Volume Data : P 10 Pond Outlet Data = PR 20 No Infiltration INITIAL CONDITIONS Starting WS Elev = 506.00 ft Starting Votume = .000 ac-ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .0100 hFs INFLOW/OUTFLOW HYDROGRAPH SUMMARY Peak Inflow = 139.10 cfs at .1700 hFS Peak Outflow = 47.12 cfs at .2800 hFS Peak Elevation = 507.73 ft Peak Storage = 1.310 ac-ft MASS BALANCE (ac-ft) + Initia! Vol : .000 + HYG Vol IN : 1.954 Infiltration : .000 HYG Vol OUT = 1.954 Retained VoI= .000 Unrouted Vol = .000 ac-ft (.001% of Inflow Volume) S/N' 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12'17:53 Date' 12-19-2OOO Type .... Detention Time Page 8.18 Name .... P 10 OUT Tag: DevlO0 Event' 100 yr File .... C'\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Storm... Dallas Tag: DevlO0 DETENTION TIMES SUMMARY HYG Dir = C:\HAESTAD\PPKW\SAMPLE\ Inflow HYG file = KOLL CCC.HYG - P 10 Outflow HYG file = KOLL CCC.HYG - P 10 Pond Node Data = P 10 Pond Volume Data : P 10 Pond Outlet Data = PR 20 IN DevlO0 OUT DevlO0 No Infiltration APPROXIMATE DETENTION TIME Tp, Outflow + !nfilt. = .2800 hrs Tp, Total Inflow = .1700 hrs Peak to Peak = .1100 hrs Qout+Infitt. Centroid = Inflow Centroid : Centroid to Centroid = .5063 hrs .1700 hrs .3363 hrs Weighted Avg. Plug Time : .3588 hrs Max. Plug Vol. Plug Time = .2404 hrs Max. Inflow Plug Volume = .112 ac-ft (From .1600 to .1700 hrs) S/N: 621201EO6A85 Glenn Engineering PondPack Ver: 7.0 (311) Compute Time: 12:17:53 Date: 12-19-2000 Type .... Pond Routed HYG (totat out) Page 8.19 Name .... p 10 OUT Tag: DevlO0 Event- 100 yr File .... C'\HAESTAD\PPKW\SAMPLE\COPPELL COHHERCE CENTER PHASE 2A.PPW Storm... Daltas Tag' DevlO0 Time hrs 0000 0500 1000 1500 2000 2500 .3000 .3500 .4000 .4500 .5000 .5500 .6000 .6500 .7000 .7500 .8000 .8500 .9000 .9500 1.0000 1.0500 1.1000 1.1500 1.2000 1.2500 1.3000 1.3500 1.4000 1.4500 1.5000 1.5500 1.6000 POND ROUTED TOTAL OUTFLOW HYG... HYG file = C'\HAESTAD\PPKW\SAMPLE\KOLL CCC.HYG HYG ID = P 10 OUT HYG Tag = DevlO0 Peak Discharge = 47.12 cfs Time to Peak = .2800 hfs HYG Volume = 1.954 ac-ft HYDROGRAPH ORDINATES (cfs) Output Time increment = .0100 hrs Time on Ieft represents time for first value in each row. .00 2.89 11.04 23.70 38.15 45.81 46.76 42.05 36.24 31.24 26.92 23.20 20.00 17.24 14.86 12.80 11.04 9.51 8.20 7.07 6.09 5.25 4.52 3 9O 3 36 2 90 2 50 2 15 1 85 1 60 1 38 1 19 1.02 .12 .48 1.06 4.13 5.56 7.20 13.23 15.60 18.14 26.72 29.90 32.97 40.27 42.09 43.61 46.51 46.94 47.12 46.23 45.48 44.50 40.82 39.62 38.46 35.18 34.15 33.15 30.32 29.43 28.57 26.13 25.37 24.63 22.53 21.87 21.23 19.41 18.85 18.29 16.73 16.24 15.77 14.42 14.00 13.59 12.43 12.07 11.71 10.71 10.40 10.09 9.23 8.96 8.70 7.96 7.73 7.50 6.86 6.66 6.46 5.91 5.74 5.57 5.10 4.95 4.80 4.39 4.26 4.14 3.78 3.67 3.57 3.26 3.17 3.07 2.81 2.73 2.65 2.42 2.35 2.28 2.09 2.03 1.97 1.80 1.75 1.70 1.55 1.51 1.46 1.34 1.30 1.26 1.15 1.12 1.09 .99 .96 .94 1.87 9.02 20.84 35.72 44.85 47.06 43.32 37.34 32.18 27.74 23.91 20.60 17.76 15.31 13.19 11.37 9.80 8.45 7.28 6.27 5.41 4.66 4.02 3 46 2 98 2 57 2 22 I 91 1 65 1 42 1 22 1 05 91 S/N' 621201EO6A85 Glenn Engineering PondPack Ver- 7.0 (311) Compute Time- 12'17'53 Date- 12-19-2000 Type .... Pond Routed HYG (total out) Page 8.20 Name .... P 10 OUT Tag: DevlOO Event' 100 yr Fite .... C'\HAESTAD\PPKN\SAHPLE\COPPELL COHMERCE CENTER PHASE 2A.PPW Storm... Dallas Tag' DevlOO HYDROGRAPH ORDINATES (cfs) Time Output Time Jncrement = .O100 hrs hrs Time on left represents time for first value in each row. 1.6500 1.7000 1.7500 1.8000 1.8500 1.9000 1.9500 2.0000 2.0500 2.1000 2.1500 2.2000 2.2500 2.3000 2.3500 2 4000 2 4500 2 SO00 2 5500 2 6000 2 65O0 2 7000 2 7500 2.8000 2.8500 2.9000 2.9500 3.0000 3.0500 3 1000 3 1500 3 2000 3 2500 3 3000 3 3500 3 4000 3 4500 3.5000 3.5500 .88 76 66 56 49 42 36 31 27 23 .20 .17 .15 .13 .11 .09 .08 .07 .06 05 05 04 03 03 02 02 .02 .02 O1 O1 O1 O1 O1 O1 O1 .00 .00 .00 .00 .86 .74 .64 .55 .47 .41 .35 .30 .26 .22 .19 .17 .14 .12 .Ii O9 O8 O7 O6 05 04 O4 .03 .03 O2 02 02 02 Oi O1 .01 .Oi .01 .01 .01 ,00 .00 .00 .00 83 72 62 53 46 40 34 29 25 22 19 16 14 .12 .10 .09 .08 07 06 O5 O4 O4 O3 03 .02 .02 02 02 01 O1 01 O1 O1 .01 .01 .00 .00 .00 .00 .81 70 60 52 45 38 33 29 25 21 .18 .16 .14 .12 .10 .09 .07 .06 .06 .05 04 04 03 03 02 02 .02 .01 O1 O1 O1 O1 01 01 O1 .00 .00 .00 78 67 58 5O 43 37 32 28 24 21 18 15 13 11 10 08 07 .06 .05 .05 .04 .03 03 O3 02 02 02 O1 O1 .01 .01 O1 O1 O1 01 O0 O0 .00 S/N: 621201EO6A85 Glenn EngineerJng PondPack Vet' 7.0 (311) Compute Time' 12'17:53 Date: 12-19-2000 Type .... Diverted Hydrograph Name .... PR 20 File .... C:\HAESTAD\PPKW\SAMPLE\ Storm... DatIas 2yr Tag: Dev..2 Page Event: 8.21 2 yr Time hfs .0000 .0500 .1000 .1500 .2000 .2500 .3000 .3500 .4OO0 .4500 .5000 .5500 .6000 .6500 .7000 .7500 .8000 .8500 .9000 .9500 1.0000 1.0500 1.1000 1 1500 1 2000 1 2500 1 3000 1 3500 1 4000 1.4500 1.5000 1.5500 1.6000 DIVERTED HYDROGRAPH... HYG file = C:\HAESTAD\PPKW\SAMPLE\KOLL HYG ID = PR 20 HYG Tag = Dev..2 Peak Discharge = 26.56 cfs Time to Peak = .2800 hFS HYG Votume = 1.101 ac-fi CCC.HYG HYDROGRAPH ORDINATES (cfs) Output Time increment = .0100 hfs Time on Ieft represents time for first vatue in each row. .00 1.63 6.22 13.36 21.50 25.82 26.36 23.70 20.43 17.61 15.17 13.08 11.27 9.72 8.37 7.22 6.22 5.36 4.62 3.98 3.43 2.96 2.55 2.20 1.89 1.63 1.41 1.21 1.05 .90 .78 .67 .58 .07 2.33 7.46 15.06 22.70 26.21 26.06 23.01 19.83 17.09 14.73 12.70 10.94 9.43 8.13 7.01 6.04 5.20 4.49 3.87 3.33 2.87 2.48 2 13 I 84 1 58 1 37 i 18 1 01 87 75 65 56 .27 .60 3.14 4.06 8.79 10.22 16.85 18.59 23.72 24.58 26.46 26.56 25.63 25.08 22.33 21.68 19.25 18.68 16.59 16.10 14.30 13.88 12.32 11.96 10.62 10.31 9.15 8.89 7.89 7.66 6.80 6.60 5.86 5.69 5.05 4.90 4.35 4.23 3.75 3.64 3.23 3.14 2.79 2.71 2.40 2.33 2.07 2.01 1.78 1.73 1.54 1.49 1.33 1.29 1.14 1.11 .98 .96 .85 .82 .73 .71 .63 .61 .54 .53 1.05 5.09 11.75 20.13 25.28 26.53 24.42 21.04 18.14 15.63 13.47 11.61 10.01 8.63 7.43 6.41 5.52 4.76 4.10 3.54 3.05 2.63 2.26 1 95 1 68 i 45 1 25 1 O8 93 8O 69 59 51 S/N' 621201EO6A85 Glenn Engineering PondPack Ver: 7.0 (311) Compute Time' 12:17'53 Date: 12-19-2000 Type .... Diverted Hydrograph Name .... PR 20 File .... C'\HAESTAD\PPKW~SAMPLE\ Storm... Dallas 2yr Tag: Dev..2 Page 8.22 Event' 2 yr Time hrs 1.6500 1.7000 1.7500 1.8000 1.8500 1.9000 1.9500 2.0000 2.0500 2.1000 2.1500 2.2000 2.2500 2.3000 2.3500 2.4000 2.4500 2.5000 2.5500 2.6000 2.6500 2.7OO0 2.7500 2.8000 2.8500 2.9000 2.9500 3.0000 3.0500 3.1000 3.1500 3.2000 3.2500 3.3000 3.3500 HYDROGRAPH ORDINATES (cfs) Output Time increment = .0100 hfs Time on left represents time for first value in each row. 5O 43 37 32 27 24 20 18 15 .13 .11 .10 .08 .07 .06 .05 .05 .04 .03 03 03 02 02 02 O1 O1 .01 .01 O1 O1 O1 O0 O0 O0 O0 .48 .42 .36 .31 .27 .23 .20 .17 .15 .13 .11 .09 .08 .07 .06 .05 .04 .04 .03 .03 .02 .02 .02 O2 01 01 01 01 01 01 01 .00 .00 .00 .00 47 40 35 30 26 22 19 17 .14 .12 .11 .09 .08 .07 .06 .05 .04 .04 03 03 02 02 02 02 .01 .01 .01 O1 O1 O1 O1 O0 O0 O0 .00 .45 .39 .34 .29 .25 .22 .19 .16 .14 .12 .10 09 08 07 06 O5 O4 O4 .03 .03 O2 02 02 01 O1 O1 01 .01 .01 .01 .01 .00 .00 .00 44 38 33 28 24 21 18 16 13 12 10 .09 .07 O6 O6 O5 04 04 O3 .03 .02 .02 .02 .01 .01 .01 .01 .01 .01 .01 .01 .00 .00 .00 S/N: 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12'17:53 Date: 12-19-2000 Type .... Diverted Hydrograph Name .... PR 20 File .... C'\HAESTAD\PPKW\SAMPLE\ Storm... Dallas 10 yr Tag: Dev.lO Page 8.23 Event- 10 yr Time hfs .0000 .0500 .1000 .1500 .2000 .2500 .3ooo .3500 .4000 .4500 .5000 .5500 .6000 .6500 .7000 .7500 .8000 .8500 .9000 .9500 1.0000 1.0500 1.1000 1.1500 1.2000 1.2500 1.3000 1.3500 1.4000 1.4500 1.5000 1.5500 1.6000 DIVERTED HYDROGRAPH... HYG file = C:\HAESTAD\PPKW\SAMPLE\KOLL CCC.HYG HYG ID = PR 20 HYG Tag = Dev.lO Peak Discharge = 33.99 cfs Time to Peak = .2800 hrs HYG Volume = 1.409 ac-ft HYDROGRAPH ORDINATES (cfs) Output Time increment = .0100 hrs Time on left represents time for first value in each row. .00 .09 .34 2.09 2.98 4,01 7.96 9.54 11.25 17.10 19.28 21.56 27.52 29.05 30.36 33.04 33.54 33.86 33.73 33.35 32.80 30.33 29.44 28.58 26.14 25.38 24.63 22.53 21.87 21.23 19.42 18.85 18.30 16.74 16.25 15.77 14.43 14.00 13.59 12.43 12.07 11.72 10.72 10.40 10.10 9.24 8.97 8.70 7.96 7.73 7.50 6.86 6.66 6.46 5.91 5.74 5.57 5.10 4.95 4.80 4.39 4.26 4.14 3.79 3.68 3.57 3.26 3.17 3.07 2.81 2.73 2.65 2.42 2.35 2.28 2.09 2.03 1.97 1.80 1.75 1.70 1.55 1.51 1.46 1.34 1.30 1.26 1.15 1.12 1.09 .99 .96 .94 .86 .83 .81 .74 .72 .70 5 13 23 31 45 33 99 32 10 27 74 23 91 20 61 17 76 15 31 13.19 11.37 9.80 8.45 7.28 6.28 5.41 4.66 4.02 3.46 2.98 2.57 2.22 1.91 1.65 1.42 1.22 1.05 .91 .78 .68 77 19 O8 78 1.35 6.51 15.03 25.77 32.35 33.95 31.25 26.93 23.21 20.01 17.24 14.86 12.81 11.04 9.51 8.20 7.07 6.09 5.25 4 53 3 90 3 36 2 90 2 5O 2 15 i 85 i 60 i 38 I 19 1 02 88 76 66 S/N' 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12'17'53 Date: 12-19-2000 Type .... Diverted Hydrograph Name .... PR 20 File .... C'\HAESTAD\PPKW\SAMPLE\ Storm... Daltas 10 yr Tag: Dev,lO Page 8.24 Event' 10 yr HYDROGRAPH ORDINATES (cfs) Time Output Time increment = 0100 hrs hrs ' Time on left represents time for first value in each row, 1,6500 .64 .62 .60 .58 .56 1.7000 1.7500 1.8000 1.8500 1.9000 1.9500 2 0000 2 0500 2 1000 2 1500 2 2000 2 2500 2 3000 2 3500 2.4000 2.4500 2.5000 2.5500 2.6000 2.6500 2.7000 2.7500 2.8000 2.8500 2.9000 2.9500 3.0000 3.0500 3.1000 3.1500 3.2000 3.2500 3.3000 3.3500 3.4000 3.4500 .55 .47 .41 .35 .30 26 22 19 17 14 12 11 09 08 .07 .06 .05 .04 · 04 .03 .03 .02 .02 .02 .02 .OI .01 .01 .Oi .01 .01 .01 .00 .00 .00 .00 .53 .46 .40 .34 .29 .25 22 19 16 14 12 10 09 08 07 06 .05 .04 .04 .03 .03 .02 .02 .02 .02 .01 .01 .01 .01 .01 .01 .01 .00 .00 .00 .00 .52 .50 .49 .45 .43 .42 .38 .37 .36 .33 .32 .31 .29 .28 .27 .25 .24 .23 .21 .21 .20 .18 .18 .17 .16 .15 .15 .14 .13 .13 .12 .11 .11 .10 .10 .09 .09 .08 .08 .07 .07 .07 .06 .06 .06 .06 .05 .05 .05 .05 .05 .O4 .04 .04 .04 .03 .03 .03 .03 .03 .03 .03 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 S/N' 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12'17'53 Date- 12-19-2000 Type .... Diverted Hydrograph Name .... PR 20 File .... C:\HAESTAD\PPKW\SAMPLE\ Storm... Dallas Tag' DevlO0 Page 8.25 Event: 100 yr Time hrs .0000 .0500 .1000 .1500 .2000 .2500 .3000 .3500 4000 4500 5000 5500 6000 6500 7000 7500 .8000 .8500 9000 9500 1 0000 1 0500 1 1000 1 1500 1.2000 1.2500 1.3000 1.3500 1.4000 1.4500 1.5000 1.5500 1.6000 DIVERTED HYDROGRAPH... HYG file = C:\HAESTAD\PPKWXSAMPLE\KOLL HYG ID = PR 20 HYG Tag = DevlO0 Peak Discharge = 47.12 cfs Time to Peak = .2800 hrs HYG Volume = 1.954 ac-ft CCC.HYG HYDROGRAPH ORDINATES (cfs) Output Time increment = .0100 hrs Time on left represents time for first value in each row. .00 2.89 11.04 23.70 38.15 45.81 46.76 42.05 36.24 31.24 26.92 23.20 20.00 17.24 14.86 12.80 11.04 9.51 8.20 7.07 6.09 5.25 4.52 3.90 3.36 2.90 2.50 2.15 1.85 1.60 1.38 1.19 1.02 .12 4.13 13 23 26 72 40 27 46 51 46 23 40 82 35 18 30 32 26 13 22.53 19.41 16.73 14.42 12.43 10.71 9.23 7.96 6.86 5.91 5.10 4.39 3.78 3.26 2.81 2.42 2.09 1.80 1.55 1.34 1.15 .99 .48 5.56 15.60 29.90 42.09 46.94 45.48 39.62 34.15 29.43 25.37 21.87 18.85 16.24 14.00 12.07 10.40 8.96 7.73 6.66 5.74 4 95 4 26 3 67 3 17 2 73 2 35 2.03 1.75 1.51 1.30 1.12 .96 1.06 1.87 7.20 9.02 18.14 20.84 32.97 35.72 43.61 44.85 47.12 47.06 44.50 43.32 38.46 37.34 33.15 32.18 28.57 27.74 24.63 23.91 21.23 20.60 18.29 17.76 15.77 15.31 13.59 13.19 11.71 11.37 10.09 9.80 8.70 8.45 7.50 7.28 6.46 6.27 5.57 5.41 4.80 4.66 4.14 4.02 3.57 3.46 3.07 2.98 2.65 2.57 2.28 2.22 1.97 1.91 1.70 1.65 1.46 1.42 1.26 1.22 1.09 1.05 .94 .91 S/N' 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time: 12'17'53 Date: 12-19-2000 Type .... Diverted Hydro§raph Name .... PR 20 File .... C:\HAESTAD\PPKW\SAMPLE\ Storm... Datlas Tag' DevlO0 Page 8.26 Event' 100 yr HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0100 hrs hrs Time on reft represents time for first value in each row. 1.6500 1.7000 1.7500 1.8000 1.8500 1.9000 1.9500 2.0000 2.0500 2 1000 2 1500 2 2000 2 2500 2 3000 2 3500 2 4000 2.4500 2.5000 2.5500 2.6000 2.6500 2.7000 2.7500 2.8000 2.8500 2 9000 2 9500 3 0000 3 0500 3 1000 3 1500 3 2000 3.2500 3.3000 3.3500 3.4000 3.4500 3.5000 3.5500 .88 76 66 56 49 42 36 31 27 23 20 17 15 13 11 .09 .08 07 06 05 05 04 03 03 02 02 02 02 O1 O1 .01 .01 .01 .01 .01 .00 .00 .00 .00 .86 .74 .64 .55 .47 .41 .35 .30 .26 22 19 17 14 12 11 09 O8 O7 .06 .05 .04 .04 03 03 02 02 02 02 O1 O1 Oi O1 O1 O1 .01 .00 .00 .00 .00 83 72 62 53 46 40 34 29 25 22 19 16 14 .12 10 09 08 07 06 05 04 04 03 03 02 02 02 .02 .01 .01 O1 O1 O1 O1 O1 O0 O0 O0 O0 .81 .70 .60 .52 .45 38 33 29 25 21 18 16 14 12 10 .09 .07 .06 .06 05 O4 04 03 03 02 02 02 O1 01 O1 O1 O1 .01 .01 .01 .00 .00 .00 .78 .67 .58 .50 .43 37 32 28 24 21 18 15 13 11 10 08 07 .06 .05 .05 .04 03 03 03 02 O2 02 O1 O1 Oi OI O1 .01 .01 .01 .00 .00 .00 S/N' 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12'17'53 Date: 12-19-2000 Type .... C and Area Page 9.O1 Name .... MOD.RAT NET 10 File .... C'\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Title... Koll CCC Developed RATIONAL C COEFFICIENT DATA Koll CCC Developed Soil/Surface Description C Area i .9000 Area 2 .3000 Area C x Area acres acres 16.910 15.219 1.360 .408 WEIGHTED C & TOTAL AREA ---> .8553 18.270 15.627 S/N' 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12'17:53 Date' 12-19-2000 Type .... Rational Predev. Peak Q Page 9.02 Name .... MOD.RAT NET 10 Event- 2 yr Fite .... C'\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Storm... Dallas 2yr Tag: Dev..2 SUMMARY OF RATIONAL METHOD PEAK DISCHARGES --- PREDEVELOPED CONDITIONS --- Q : CiA * Units Conversion' Where Conversion : 43560 / (12 * 3600) Tag Freq File IDF Curve Dev..2 2 DALLAS 2.IDF Daltas 2yr Tag Freq C C adj (years) factor Dev..2 2 .300 1.000 Tc : .1700 hfs C I Area I Peak Q I final in/hr acres I cfs I ............................. I .......... I .300 4.9755 18.270 I 27.50 S/N: 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12'17:53 Date: 12-19-2000 Type .... Mod. Rationat Graph Page 9.03 Name .... MOD.RAT NET 10 Tag: Dev..2 Event: 2 yr File .... C:\HAESTAD\PPKN\SAMPLE\COPPELL COMHERCE CENTER PHASE 2A.PPN Storm... Dallas 2yr Tag: Dev..2 MODIFIED RATIONAL METHOD .... Graphical Summary for Specified Storm Duration .... Method I Q = CiA * Units Conversion- Where Conversion : 43560 / (12 * 3600) * RETURN FREQUENCY: 2 yr I Allowable Outflow: 27.50 cfs * * 'C' Adjustment' 1.000 J Required Storage' .713 ac-ft * * Peak Inflow' 78.40 cfs * * .HYG File: Dev..2 Q Tc= .1700 hrs I = 4.9755 in/hr Q = 78.40 cfs Area = 18.270 acres Weighted C = .855 Adjusted C = .855 Required Storage ........... .713 ac-ft I. I I 0 0 o o o o Q = 27.50 cfs o (Altow. Outflow) NOT TO SCALE .2804 hfs T S/N' 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12'17'53 Date' 12-19-2000 Type .... Mod. Rational Storm CaIcs Page 9.04 Name .... MOD.RAT NET IO Tag: Dev..2 Event: 2 yr File .... C:\HAESTAD\PPKW\SAMPLE\COPPELL COMHERCE CENTER PHASE 2A.PPW Storm... DalIas 2yr Tag: Dev..2 MODIFIED RATIONAL METHOD Summary for Single Storm Frequency .... Q : CiA * Units Conversion; Where Conversion : 43560 / (12 * 3600) RETURN FREQUENCY: 2 yr 'C' Adjustment : 1.000Attowabte Q : 27.50 cfs Hydrograph Storm Duration, Td = .1700 hfs Tc : .1700 hrs Hydrograph File: Dev..2 :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: VOLUMES Wtd. Adjusted Duration Inters. Area Qpeak I Inflow Storage 'C' 'C' hfs in/hr acres cfs I ac-ft ac-ft .855 .855 .1700 4.9755 18.270 78.40 I 1.101 .713 S/N: 621201EO6A85 Gtenn Engineering PondPack Vet: 7.0 (311) Compute Time: 12:17:53 Date: 12-19-2000 Type .... Mod. Rational Hyg Name .... MOD.RAT NET IO Tag: Dev..2 File .... C:\HAESTAD\PPKW\SAMPLE\ Storm... DaIlas 2yr Tag: Dev..2 Page 9.05 Event' 2 yr MODIFIED RATIONAL METHOD HYDROGRAPH Q = CiA * Units Conversion Where Conversion : 43560 / (12 * 3600) Tag Freq File IDF Curve Dev..2 2 DALLAS 2.IDF Dallas 2yr Tag Freq C C adj (years) factor Dev..2 2 .855 1.000 Td = .1700 hrs C I Area final in/hr acres .855 4.9755 18.270 Peak Q cfs 78.40 HYG file = C'\HAESTAD\PPKW\SAMPLE\KOLL CCC.HYG HYG ID = HOD.RAT NET 10 HYG Tag = Dev..2 Peak Discharge = 78.40 cfs Time to Peak = .1700 hfs HYG Volume = 1.101 ac-ft HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0100 hrs hrs Time on left represents time for first value in each row. 0000 0500 1000 1500 2000 2500 3000 3500 .00 4.61 9.22 13.83 18.45 23.06 27.67 32.28 36.89 41.50 46.12 50.73 55.34 59.95 64.56 69.17 73.79 78.40 73.79 69.17 64.56 59.95 55.34 50.73 46.12 41.50 36.89 32.28 27.67 23.06 18.45 13.83 9.22 4.61 .00 .00 S/N: 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12:17:53 Date: 12-19-2000 Type .... RationaI Predev. Peak Q Page 9.06 Name .... MOD.RAT NET IO Event' iO yr FiIe .... C'\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Storm... DaItas iO yr Tag' Dev.iO SUMMARY OF RATIONAL METHOD PEAK DISCHARGES --- PREDEVELOPED CONDITIONS --- Q : CiA * Units Conversion' Where Conversion : 43560 / (12 * 3600) Tag Freq File IDF Curve Dev.lO 10 DALLASiO.IDF Dallas 10 yr Tag Freq C C adj (years) factor Dev.10 10 .300 1.000 Tc = .1700 hfs C I Area final in/hr acres .300 6.3674 18.270 Peak Q cfs 35.19 S/N' 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12'17'53 Date' 12-19-20OO Type .... Hod. Rationat Graph Page 9.07 Name .... HOD.RAT NET 10 Tag' Dev.lO Event' 10 yr File .... C'\HAESTAD\PPKW\SAMPLE\COPPELL COHHERCE CENTER PHASE 2A.PPW Storm... Dallas 10 yr Tag' Der.lO MODIFIED RATIONAL METHOD .... Graphical Summary for Specified Storm Duration Method I Q = CiA * Units Conversion- Where Conversion = 43560 / (12 * 3600) * RETURN FREQUENCY: 10 yr I Altowable Outflow: 35.19 cfs * * 'C' Adjustment: 1.O00 I Required Storage: .916 ac-ft * Peak Inflow: 100.33 cfs * .HYG File: Dev.lO Q Tc= .1700 hrs I = 6.3674 in/hr Q = 100.33 cfs Area = 18.270 acres Weighted C = .855 Adjusted C = .855 Required Storage .- .......... .916 ac-ft I. I I 0 o o o o o Q = 35.19 cfs o (Altow. Outflow) NOT TO SCALE .2804 hrs T S/N: 621201EO6A85 Gtenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12'17'53 Date' 12-19-2000 Type .... Mod. Rational Storm Catcs Page 9.08 Name .... MOD.RAT NET 10 Tag' Dev.lO Event' 10 yr File .... C'\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Storm... Dallas 10 yr Tag' Dev,lO MODIFIED RATIONAL METHOD .... Summary for Single Storm Frequency .... Q: CiA * Units Conversion' Where Conversion : 43560 / (12 * 3600) RETURN FREQUENCY' 10 yr 'C' Adjustment = 1.000Allowable Q = 35.19 cfs Hydrograph Storm Duration, Td : .1700 hfs Tc = .1700 hfs Hydrograph File: Dev.lO VOLUMES Wtd. Adjusted Duration Intens. Area Qpeak I Inflow Storage 'C' 'C' hfs in/hr acres cfs I ac-fi ac-fi .855 .855 .1700 6.3674 18.270 100.33 I 1.410 .916 S/N: 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute TJme: 12'17'53 Date: 12-19-2000 Type .... Mod. Rational Hy§ Name .... HOD.RAT NET 10 Tag: Dev.lO File .... C:\HAESTAD\PPKN\SAHPLE\ Storm... Dallas 10 yr Tag: Dev.lO Page 9.09 Event' 10 yr MODIFIED RATIONAL METHOD HYDROGRAPH Q = CiA * Units Conversion' Where Conversion = 43560 / (12 * 3600) Tag Dev.lO Freq File IDF Curve 10 DALLASiO.IDF Dallas 10 yr Tag Freq C C adj (years) factor Dev.10 10 .855 1.000 Td = .1700 hrs C I Area I finat in/hr acres I .855 6.3674 18.270 Peak Q cfs 100.33 HYG file = C:\HAESTAD\PPKW\SAMPLE\KOLL CCC.HYG HYG ZD = HOD.RAT NET 10 HYG Tag = Dev.lO Peak Discharge = 100.33 cfs Time to Peak = .1700 hfs HYG Votume = 1.410 ac-ft HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0100 hrs hfs Time on reft represents time for first value in each row. .0000 .0500 .1000 .1500 .2000 .2500 .3000 .3500 .00 5.90 11.80 17.70 23.61 29.51 35.41 41.31 47.21 53.11 59.02 64.92 70.82 76.72 82.62 88.52 94.43 100.33 94.43 88.52 82.62 76.72 70.82 64.92 59.02 53.11 47.21 41.31 35.41 29.51 23.61 17.70 11.80 5.90 .00 .00 S/N' 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12'17:53 Date: 12-19-2000 Type .... Rational Predev. Peak Q Page 9.10 Name .... MOD.RAT NET 10 Event- 100 yr File .... C'\HAESTAD\PPKW\SAHPLE\COP?ELL COHMERCE CENTER PHASE 2A.PPW Storm... Dattas Tag' DevlO0 SUMMARY OF RATIONAL METHOD PEAK DISCHARGES -~- PREDEVELOPED CONDITIONS --- Q = CiA * Units Conversion; Where Conversion = 43560 / (12 * 3600) Tag Freq Fire IDF Curve DevlO0 100 DALLAS.IDF Daltas Tag Freq C C adj (years) factor DevlO0 100 .300 1.000 Tc = .1700 hrs J C I Area J Peak Q J finat in/hr acres I cfs J .300 8.8278 18.270 I 48.79 S/N' 621201EO6A85 Glenn En§ineer~ng PondPack Ver' 7.0 (311) Compute Time: 12'17'53 Date: 12-19-2000 Type .... Mod. Rationat Graph Page 9.11 Name .... MOD.RAT NET 10 Tag' DevlOO Event' 100 yr File .... C'\HAESTAD\PPKN\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Storm... Dallas Tag' DevlOO MODIFIED RATIONAL METHOD .... Graphicat Summary for Specified Storm Duration .... Method ! Q = CiA * Units Conversion; Where Conversion = 43560 / (12 * 3600) * RETURN FREQUENCY: 100 yr I Allowabte Outftow' 48.79 cfs * 'C' Adjustment' 1.0OO I Required Storage: i 264 ac-ft ~ Peak Inflow: 139.10 cfs , * .HYG File' DevlO0 , Tc= .1700 hfs I = 8.8278 in/hr Q = 139.10 cfs Area = 18.270 acres Weighted C = .855 Adjusted C = .855 Required Storage ........... 1.264 ac-ft I. I I o o o Q = 48.79 cfs o I. (Atlow. Outftow) o I o I NOT TO SCALE o I o I .2804 hfs T S/N' 621201EO6A85 Glenn Engineering PondPack Ver- 7.0 (311) Compute Time' 12'17'53 Date' 12-19-2000 Type .... Mod. Rationat Storm Catcs Page 9.12 Name .... MOD.RAT NET 10 Tag' DevlO0 Event' 100 yr Fire .... C:\HAESTAD\PPKW\SAMPLE\CO??ELL COMMERCE CENTER PHASE 2A.P?W Storm... Dattas Tag: DevlO0 MODIFIED RATIONAL METHOD .... Summary for Single Storm Frequency Q = CiA * Units Conversion; Where Conversion = 43560 / (12 * 3600) RETURN FREQUENCY: 100 yr 'C' Adjustment = 1.000Allowable Q = 48.79 cfs Hydrograph Storm Duration, Td = .1700 hfs Tc = .1700 hrs Hydrograph Fire: DevlO0 :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: VOLUMES Wtd. Adjusted Duration Inters. Area Qpeak I Inftow Storage 'C' 'C' hrs in/hr acres cfs I ac-fi ac-fi · 855 .855 .1700 8.8278 18.270 139.10 I 1.954 1.264 S/N' 621201EO6A85 Glenn Engineering PondPack Vet' 7.0 (311) Compute Time' 12'17'53 Date' 12-19-2000 Type .... Mod. Rational Hyg Name .... MOD.RAT NET 10 Tag: DevlO0 File .... C:\HAESTAD\PPKW\SAMPLE\ Storm... Dallas Tag: DevlO0 Page 9.13 Event' 100 yr MODIFIED RATIONAL METHOD HYDROGRAPH Q = CiA * Units Conversion; Where Conversion = 43560 / (12 * 3600) Tag DevlO0 Freq File ]DF Curve 100 DALLAS. ]DF Dallas Tag Freq C C adj (years) factor DevlO0 100 .855 1.000 Td : .1700 hrs C I Area I Peak Q final in/hr acres J cfs .855 8.8278 18.270 I 139.10 HYG file = C'\HAESTAD\PPKW\SAHPLE\KOLL CCC.HYG HYG ID = HOD.RAT NET 10 HYG Tag = DevlO0 Peak Discharge = ]39.10 cfs Time to Peak = .1700 hfs HYG Volume = 1.954 ac-ft HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0100 hfs hfs Time on left represents time for first value in each row. 0000 0500 1000 1500 2000 2500 3000 3500 .00 40.91 81.82 122.73 114.55 73.64 32.73 .00 8 18 49 09 90 O0 130 91 106 37 65 46 24.55 16.36 24.55 32.73 57.27 65.46 73.64 98.19 106.37 114.55 139.10 130.91 122.73 98.19 90.00 81.82 57.27 49.09 40.91 16.36 8.18 .00 S/N: 621201EO6A85 Glenn Engineering PondPack Ver' 7.0 (311) Compute Time' 12:17:53 Date: 12-19-2000 Type .... C and Area Name .... MOD.RAT NET iOA Page 9.14 File .... C'\HAESTAD\PPKW\SAMPLE\COPPELL COMMERCE CENTER PHASE 2A.PPW Titte... Koll Center Coppett RATIONAL C COEFFICIENT DATA ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Koll Center Coppett Soit/Surface Description C Area i Undeveloped .3000 Area C x Area acres acres 18.270 5.481 NEIGHTED C & TOTAL AREA ~--> .3000 18.270 5.481 ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: S/N' 621201EO6A85 Glenn EnglneerJn§ PondPack Ver' 7.0 (311) Compute Time' 12'17'53 Date' 12-19-2000 Appendix A A-1 Index of Starting Page Numbers for ID Names Datlas DevlO0... 1.01 Dallas 10 yr Dev.lO... 1.02 Dallas 2yr Dev..2... 1.03 MOD.RAT NET 10... 2.01, 9.01, 9.02, 9.03, 9.04, 9.05, 9.06, 9.07, 9.08, 9.09, 9.10, 9.11, 9.12, 9.13 MOD.RAT NET iOA... 9.14 OUT 10 Dev..2... 3.O1, 3.04, 3.07 P 10... 6.01, 8.01 P 10 IN Dev..2... 8.03, 8.05, 8.07 P 10 OUT Dev..2... 4.01, 5.01, 8.09, 8.10, 8.11, 4.03, 5.03, 8.13, 8.14, 8.15, 4.05, 5.05, 8.17, 8.18, 8.19 PR 20... 7.01, 7.03, 7.04, 8.21, 8.23, 8.25 S/N: 6212OiEO6A85 Glenn Engineering PondPack Ver: 7.0 (311) Compute Time: 12:17:53 Date: 12-19-2000