Type.... Master Network Summary Page 1.01 Name.... Watershed File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW MASTER DESIGN STORM SUMMARY Default Network Design Storm File, ID BMP i = b / ((T + d)**e) Where: i = rainfall intensity (in/hr) T = rainfall duration (min) e, b, d = rainfall equation coefficients Return Event Rainfall Type e coeff b coeff d coeff ------------ ------------------------- --------- --------- --------- 2 e, b, d Coeff. .9500 85.5680 16.5000 10 e, b, d Coeff. .9230 112.1720 16.8000 100 e, b, d Coeff. 1.0760 355.5510 23.1990 MASTER NETWORK SUMMARY Modified Rational Method Network (*Node=Outfall; +Node=Diversion;) (Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt) Max Return HYG Vol Qpeak Qpeak Max WSEL Pond Storage Node ID Type Event ac-ft Trun hrs cfs ft ac-ft ----------------- ---- ------ ---------- -- --------- -------- -------- ------------ CR 28 AB IN POND 2 .557 R .3000 12.36 CR 28 AB IN POND 10 .819 R .3000 17.26 CR 28 AB IN POND 100 1.234 R .3000 27.40 CR 28 AB OUT POND 2 .512 .7000 .16 722.45 .550 CR 28 AB OUT POND 10 .774 .8000 3.21 723.30 .780 CR 28 AB OUT POND 100 1.189 .6000 14.96 723.88 .950 S/N: PondPack Ver: Compute Time: Date: Type.... Master Network Summary Page 1.02 Name.... Watershed File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW MASTER NETWORK SUMMARY Modified Rational Method Network (*Node=Outfall; +Node=Diversion;) (Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt) Max Return HYG Vol Qpeak Qpeak Max WSEL Pond Storage Node ID Type Event ac-ft Trun hrs cfs ft ac-ft ----------------- ---- ------ ---------- -- --------- -------- -------- ------------ CR RAMP AB AREA 2 .562 L .2200 12.36 CR RAMP AB AREA 10 .828 L .2200 17.26 CR RAMP AB AREA 100 1.246 L .2200 27.40 *OUTFALL JCT 2 .512 .7000 .16 *OUTFALL JCT 10 .774 .8000 3.21 *OUTFALL JCT 100 1.189 .6000 14.96 S/N: PondPack Ver: Compute Time: Date: Type.... Vol: Elev-Area Page 2.01 Name.... CR 28 AB File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW Elevation Planimeter Area A1+A2+sqr(A1*A2) Volume Volume Sum (ft) (sq.in) (sq.ft) (sq.ft) (ac-ft) (ac-ft) ------------------------------------------------------------------------ 719.50 ----- 935 0 .000 .000 720.00 ----- 7184 10711 .041 .041 721.00 ----- 8690 23775 .182 .223 722.00 ----- 10264 28398 .217 .440 723.00 ----- 11928 33257 .254 .695 724.00 ----- 13682 38385 .294 .988 725.00 ----- 15569 43846 .336 1.324 726.00 ----- 17456 49511 .379 1.703 POND VOLUME EQUATIONS * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2-EL1) * (Area1 + Area2 + sq.rt.(Area1*Area2)) where: EL1, EL2 = Lower and upper elevations of the increment Area1,Area2 = Areas computed for EL1, EL2, respectively Volume = Incremental volume between EL1 and EL2 S/N: PondPack Ver: Compute Time: Date: Type.... Outlet Input Data Page 3.01 Name.... 2" File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW REQUESTED POND WS ELEVATIONS: Min. Elev.= 719.50 ft Increment = .10 ft Max. Elev.= 726.00 ft ********************************************** OUTLET CONNECTIVITY ********************************************** ---> Forward Flow Only (UpStream to DnStream) <--- Reverse Flow Only (DnStream to UpStream) <---> Forward and Reverse Both Allowed Structure No. Outfall E1, ft E2, ft ----------------- ---- ------- --------- --------- Orifice-Circular O0 ---> TW 720.000 726.000 Weir-Rectangular W0 ---> TW 723.000 726.000 TW SETUP, DS Channel S/N: PondPack Ver: Compute Time: Date: Type.... Outlet Input Data Page 3.02 Name.... 2" File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW OUTLET STRUCTURE INPUT DATA Structure ID = O0 Structure Type = Orifice-Circular ------------------------------------ # of Openings = 1 Invert Elev. = 720.00 ft Diameter = 2.00 in Orifice Coeff. = .600 Structure ID = W0 Structure Type = Weir-Rectangular ------------------------------------ # of Openings = 1 Crest Elev. = 723.00 ft Weir Length = 6.00 ft Weir Coeff. = 3.000000 Weir TW effects (Use adjustment equation) Structure ID = TW Structure Type = TW SETUP, DS Channel ------------------------------------ FREE OUTFALL CONDITIONS SPECIFIED CONVERGENCE TOLERANCES... Maximum Iterations= 40 Min. TW tolerance = .01 ft Max. TW tolerance = .01 ft Min. HW tolerance = .01 ft Max. HW tolerance = .01 ft Min. Q tolerance = .00 cfs Max. Q tolerance = .00 cfs S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routing Calcs (Total Out) Page 4.01 Name.... CR 28 AB OUT Tag: Pre 2 Event: 2 yr File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW Storm... e, b, d Tag: Pre 2 LEVEL POOL ROUTING CALCULATIONS HYG Dir = G:\KGruver\Exports\BMP Basin\ Inflow HYG file = work_pad.hyg - CR 28 AB IN Pre 2 Outflow HYG file = work_pad.hyg - CR 28 AB OUT Pre 2 Time Inflow 2S/t - O 2S/t + O Infilt. Outflow Storage Elev. hrs cfs cfs cfs cfs cfs ac-ft ft ----------------------------------------------------------------------------- .0000 .00 .00 .00 .00 .00 .000 719.50 .1000 5.62 5.62 5.62 .00 .00 .023 719.87 .2000 11.24 22.38 22.47 .00 .05 .093 720.30 .3000 12.36 45.79 45.97 .00 .09 .190 720.83 .4000 12.36 70.28 70.51 .00 .12 .291 721.33 .5000 12.36 94.72 95.00 .00 .14 .392 721.79 .6000 9.21 116.00 116.30 .00 .15 .480 722.17 .7000 3.93 128.82 129.14 .00 .16 .533 722.38 .8000 .56 133.00 133.32 .00 .16 .550 722.45 .9000 .00 132.67 133.00 .00 .16 .549 722.45 1.0000 .00 132.35 132.67 .00 .16 .548 722.44 1.1000 .00 132.03 132.35 .00 .16 .546 722.43 1.2000 .00 131.71 132.03 .00 .16 .545 722.43 1.3000 .00 131.39 131.71 .00 .16 .544 722.42 1.4000 .00 131.07 131.39 .00 .16 .542 722.42 1.5000 .00 130.74 131.07 .00 .16 .541 722.41 1.6000 .00 130.42 130.74 .00 .16 .540 722.41 1.7000 .00 130.10 130.42 .00 .16 .538 722.40 1.8000 .00 129.78 130.10 .00 .16 .537 722.40 1.9000 .00 129.47 129.78 .00 .16 .536 722.39 2.0000 .00 129.15 129.47 .00 .16 .534 722.39 2.1000 .00 128.83 129.15 .00 .16 .533 722.38 2.2000 .00 128.51 128.83 .00 .16 .532 722.38 2.3000 .00 128.19 128.51 .00 .16 .530 722.37 2.4000 .00 127.88 128.19 .00 .16 .529 722.37 2.5000 .00 127.56 127.88 .00 .16 .528 722.36 2.6000 .00 127.24 127.56 .00 .16 .526 722.36 2.7000 .00 126.93 127.24 .00 .16 .525 722.35 2.8000 .00 126.61 126.93 .00 .16 .524 722.35 2.9000 .00 126.29 126.61 .00 .16 .522 722.34 3.0000 .00 125.98 126.29 .00 .16 .521 722.33 3.1000 .00 125.66 125.98 .00 .16 .520 722.33 3.2000 .00 125.35 125.66 .00 .16 .519 722.32 3.3000 .00 125.04 125.35 .00 .16 .517 722.32 3.4000 .00 124.72 125.04 .00 .16 .516 722.31 3.5000 .00 124.41 124.72 .00 .16 .515 722.31 3.6000 .00 124.10 124.41 .00 .16 .513 722.30 3.7000 .00 123.78 124.10 .00 .16 .512 722.30 3.8000 .00 123.47 123.78 .00 .16 .511 722.29 3.9000 .00 123.16 123.47 .00 .16 .510 722.29 4.0000 .00 122.85 123.16 .00 .16 .508 722.28 4.1000 .00 122.54 122.85 .00 .16 .507 722.28 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routing Calcs (Total Out) Page 4.02 Name.... CR 28 AB OUT Tag: Pre 2 Event: 2 yr File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW Storm... e, b, d Tag: Pre 2 LEVEL POOL ROUTING CALCULATIONS HYG Dir = G:\KGruver\Exports\BMP Basin\ Inflow HYG file = work_pad.hyg - CR 28 AB IN Pre 2 Outflow HYG file = work_pad.hyg - CR 28 AB OUT Pre 2 Time Inflow 2S/t - O 2S/t + O Infilt. Outflow Storage Elev. hrs cfs cfs cfs cfs cfs ac-ft ft ----------------------------------------------------------------------------- 4.2000 .00 122.23 122.54 .00 .16 .506 722.27 4.3000 .00 121.92 122.23 .00 .16 .504 722.27 4.4000 .00 121.61 121.92 .00 .15 .503 722.26 4.5000 .00 121.30 121.61 .00 .15 .502 722.26 4.6000 .00 120.99 121.30 .00 .15 .501 722.25 4.7000 .00 120.68 120.99 .00 .15 .499 722.25 4.8000 .00 120.37 120.68 .00 .15 .498 722.24 4.9000 .00 120.06 120.37 .00 .15 .497 722.24 5.0000 .00 119.76 120.06 .00 .15 .495 722.23 5.1000 .00 119.45 119.76 .00 .15 .494 722.23 5.2000 .00 119.14 119.45 .00 .15 .493 722.22 5.3000 .00 118.83 119.14 .00 .15 .492 722.21 5.4000 .00 118.53 118.83 .00 .15 .490 722.21 5.5000 .00 118.22 118.53 .00 .15 .489 722.20 5.6000 .00 117.92 118.22 .00 .15 .488 722.20 5.7000 .00 117.61 117.92 .00 .15 .487 722.19 5.8000 .00 117.31 117.61 .00 .15 .485 722.19 5.9000 .00 117.00 117.31 .00 .15 .484 722.18 6.0000 .00 116.70 117.00 .00 .15 .483 722.18 6.1000 .00 116.39 116.70 .00 .15 .482 722.17 6.2000 .00 116.09 116.39 .00 .15 .480 722.17 6.3000 .00 115.79 116.09 .00 .15 .479 722.16 6.4000 .00 115.49 115.79 .00 .15 .478 722.16 6.5000 .00 115.18 115.49 .00 .15 .477 722.15 6.6000 .00 114.88 115.18 .00 .15 .475 722.15 6.7000 .00 114.58 114.88 .00 .15 .474 722.14 6.8000 .00 114.28 114.58 .00 .15 .473 722.14 6.9000 .00 113.98 114.28 .00 .15 .472 722.13 7.0000 .00 113.68 113.98 .00 .15 .470 722.13 7.1000 .00 113.38 113.68 .00 .15 .469 722.12 7.2000 .00 113.08 113.38 .00 .15 .468 722.12 7.3000 .00 112.78 113.08 .00 .15 .467 722.11 7.4000 .00 112.48 112.78 .00 .15 .465 722.11 7.5000 .00 112.18 112.48 .00 .15 .464 722.10 7.6000 .00 111.89 112.18 .00 .15 .463 722.10 7.7000 .00 111.59 111.89 .00 .15 .462 722.09 7.8000 .00 111.29 111.59 .00 .15 .460 722.09 7.9000 .00 111.00 111.29 .00 .15 .459 722.08 8.0000 .00 110.70 111.00 .00 .15 .458 722.08 8.1000 .00 110.40 110.70 .00 .15 .457 722.07 8.2000 .00 110.11 110.40 .00 .15 .456 722.06 8.3000 .00 109.81 110.11 .00 .15 .454 722.06 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routing Calcs (Total Out) Page 4.03 Name.... CR 28 AB OUT Tag: Pre 2 Event: 2 yr File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW Storm... e, b, d Tag: Pre 2 LEVEL POOL ROUTING CALCULATIONS HYG Dir = G:\KGruver\Exports\BMP Basin\ Inflow HYG file = work_pad.hyg - CR 28 AB IN Pre 2 Outflow HYG file = work_pad.hyg - CR 28 AB OUT Pre 2 Time Inflow 2S/t - O 2S/t + O Infilt. Outflow Storage Elev. hrs cfs cfs cfs cfs cfs ac-ft ft ----------------------------------------------------------------------------- 8.4000 .00 109.52 109.81 .00 .15 .453 722.05 8.5000 .00 109.22 109.52 .00 .15 .452 722.05 8.6000 .00 108.93 109.22 .00 .15 .451 722.04 8.7000 .00 108.64 108.93 .00 .15 .449 722.04 8.8000 .00 108.34 108.64 .00 .15 .448 722.03 8.9000 .00 108.05 108.34 .00 .15 .447 722.03 9.0000 .00 107.76 108.05 .00 .15 .446 722.02 9.1000 .00 107.46 107.76 .00 .15 .445 722.02 9.2000 .00 107.17 107.46 .00 .15 .443 722.01 9.3000 .00 106.88 107.17 .00 .15 .442 722.01 9.4000 .00 106.59 106.88 .00 .15 .441 722.00 9.5000 .00 106.30 106.59 .00 .15 .440 722.00 9.6000 .00 106.01 106.30 .00 .15 .439 721.99 9.7000 .00 105.72 106.01 .00 .14 .437 721.99 9.8000 .00 105.43 105.72 .00 .14 .436 721.98 9.9000 .00 105.14 105.43 .00 .14 .435 721.98 10.0000 .00 104.85 105.14 .00 .14 .434 721.97 10.1000 .00 104.56 104.85 .00 .14 .433 721.97 10.2000 .00 104.28 104.56 .00 .14 .431 721.96 10.3000 .00 103.99 104.28 .00 .14 .430 721.96 10.4000 .00 103.70 103.99 .00 .14 .429 721.95 10.5000 .00 103.41 103.70 .00 .14 .428 721.95 10.6000 .00 103.13 103.41 .00 .14 .427 721.94 10.7000 .00 102.84 103.13 .00 .14 .426 721.94 10.8000 .00 102.56 102.84 .00 .14 .424 721.93 10.9000 .00 102.27 102.56 .00 .14 .423 721.93 11.0000 .00 101.99 102.27 .00 .14 .422 721.92 11.1000 .00 101.70 101.99 .00 .14 .421 721.92 11.2000 .00 101.42 101.70 .00 .14 .420 721.91 11.3000 .00 101.14 101.42 .00 .14 .418 721.91 11.4000 .00 100.85 101.14 .00 .14 .417 721.90 11.5000 .00 100.57 100.85 .00 .14 .416 721.90 11.6000 .00 100.29 100.57 .00 .14 .415 721.89 11.7000 .00 100.00 100.29 .00 .14 .414 721.89 11.8000 .00 99.72 100.00 .00 .14 .413 721.88 11.9000 .00 99.44 99.72 .00 .14 .411 721.88 12.0000 .00 99.16 99.44 .00 .14 .410 721.87 12.1000 .00 98.88 99.16 .00 .14 .409 721.87 12.2000 .00 98.60 98.88 .00 .14 .408 721.86 12.3000 .00 98.32 98.60 .00 .14 .407 721.86 12.4000 .00 98.04 98.32 .00 .14 .406 721.85 12.5000 .00 97.76 98.04 .00 .14 .405 721.85 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routing Calcs (Total Out) Page 4.04 Name.... CR 28 AB OUT Tag: Pre 2 Event: 2 yr File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW Storm... e, b, d Tag: Pre 2 LEVEL POOL ROUTING CALCULATIONS HYG Dir = G:\KGruver\Exports\BMP Basin\ Inflow HYG file = work_pad.hyg - CR 28 AB IN Pre 2 Outflow HYG file = work_pad.hyg - CR 28 AB OUT Pre 2 Time Inflow 2S/t - O 2S/t + O Infilt. Outflow Storage Elev. hrs cfs cfs cfs cfs cfs ac-ft ft ----------------------------------------------------------------------------- 12.6000 .00 97.48 97.76 .00 .14 .403 721.84 12.7000 .00 97.21 97.48 .00 .14 .402 721.84 12.8000 .00 96.93 97.21 .00 .14 .401 721.83 12.9000 .00 96.65 96.93 .00 .14 .400 721.83 13.0000 .00 96.37 96.65 .00 .14 .399 721.82 13.1000 .00 96.10 96.37 .00 .14 .398 721.82 13.2000 .00 95.82 96.10 .00 .14 .397 721.81 13.3000 .00 95.55 95.82 .00 .14 .395 721.81 13.4000 .00 95.27 95.55 .00 .14 .394 721.80 13.5000 .00 95.00 95.27 .00 .14 .393 721.80 13.6000 .00 94.72 95.00 .00 .14 .392 721.79 13.7000 .00 94.45 94.72 .00 .14 .391 721.79 13.8000 .00 94.17 94.45 .00 .14 .390 721.78 13.9000 .00 93.90 94.17 .00 .14 .389 721.78 14.0000 .00 93.63 93.90 .00 .14 .387 721.77 14.1000 .00 93.36 93.63 .00 .14 .386 721.77 14.2000 .00 93.08 93.36 .00 .14 .385 721.76 14.3000 .00 92.81 93.08 .00 .14 .384 721.76 14.4000 .00 92.54 92.81 .00 .14 .383 721.75 14.5000 .00 92.27 92.54 .00 .14 .382 721.75 14.6000 .00 92.00 92.27 .00 .14 .381 721.74 14.7000 .00 91.73 92.00 .00 .14 .380 721.74 14.8000 .00 91.46 91.73 .00 .13 .378 721.73 14.9000 .00 91.19 91.46 .00 .13 .377 721.73 15.0000 .00 90.92 91.19 .00 .13 .376 721.72 15.1000 .00 90.65 90.92 .00 .13 .375 721.72 15.2000 .00 90.39 90.65 .00 .13 .374 721.71 15.3000 .00 90.12 90.39 .00 .13 .373 721.71 15.4000 .00 89.85 90.12 .00 .13 .372 721.70 15.5000 .00 89.58 89.85 .00 .13 .371 721.70 15.6000 .00 89.32 89.58 .00 .13 .370 721.69 15.7000 .00 89.05 89.32 .00 .13 .369 721.69 15.8000 .00 88.79 89.05 .00 .13 .367 721.68 15.9000 .00 88.52 88.79 .00 .13 .366 721.68 16.0000 .00 88.26 88.52 .00 .13 .365 721.67 16.1000 .00 87.99 88.26 .00 .13 .364 721.67 16.2000 .00 87.73 87.99 .00 .13 .363 721.66 16.3000 .00 87.46 87.73 .00 .13 .362 721.66 16.4000 .00 87.20 87.46 .00 .13 .361 721.65 16.5000 .00 86.94 87.20 .00 .13 .360 721.65 16.6000 .00 86.68 86.94 .00 .13 .359 721.64 16.7000 .00 86.41 86.68 .00 .13 .358 721.64 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routing Calcs (Total Out) Page 4.05 Name.... CR 28 AB OUT Tag: Pre 2 Event: 2 yr File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW Storm... e, b, d Tag: Pre 2 LEVEL POOL ROUTING CALCULATIONS HYG Dir = G:\KGruver\Exports\BMP Basin\ Inflow HYG file = work_pad.hyg - CR 28 AB IN Pre 2 Outflow HYG file = work_pad.hyg - CR 28 AB OUT Pre 2 Time Inflow 2S/t - O 2S/t + O Infilt. Outflow Storage Elev. hrs cfs cfs cfs cfs cfs ac-ft ft ----------------------------------------------------------------------------- 16.8000 .00 86.15 86.41 .00 .13 .357 721.63 16.9000 .00 85.89 86.15 .00 .13 .355 721.63 17.0000 .00 85.63 85.89 .00 .13 .354 721.62 17.1000 .00 85.37 85.63 .00 .13 .353 721.62 17.2000 .00 85.11 85.37 .00 .13 .352 721.61 17.3000 .00 84.85 85.11 .00 .13 .351 721.61 17.4000 .00 84.59 84.85 .00 .13 .350 721.61 17.5000 .00 84.33 84.59 .00 .13 .349 721.60 17.6000 .00 84.07 84.33 .00 .13 .348 721.60 17.7000 .00 83.82 84.07 .00 .13 .347 721.59 17.8000 .00 83.56 83.82 .00 .13 .346 721.59 17.9000 .00 83.30 83.56 .00 .13 .345 721.58 18.0000 .00 83.05 83.30 .00 .13 .344 721.58 18.1000 .00 82.79 83.05 .00 .13 .343 721.57 18.2000 .00 82.53 82.79 .00 .13 .342 721.57 18.3000 .00 82.28 82.53 .00 .13 .340 721.56 18.4000 .00 82.02 82.28 .00 .13 .339 721.56 18.5000 .00 81.77 82.02 .00 .13 .338 721.55 18.6000 .00 81.52 81.77 .00 .13 .337 721.55 18.7000 .00 81.26 81.52 .00 .13 .336 721.54 18.8000 .00 81.01 81.26 .00 .13 .335 721.54 18.9000 .00 80.76 81.01 .00 .13 .334 721.53 19.0000 .00 80.50 80.76 .00 .13 .333 721.53 19.1000 .00 80.25 80.50 .00 .13 .332 721.52 19.2000 .00 80.00 80.25 .00 .13 .331 721.52 19.3000 .00 79.75 80.00 .00 .13 .330 721.51 19.4000 .00 79.50 79.75 .00 .13 .329 721.51 19.5000 .00 79.25 79.50 .00 .13 .328 721.50 19.6000 .00 79.00 79.25 .00 .12 .327 721.50 19.7000 .00 78.75 79.00 .00 .12 .326 721.49 19.8000 .00 78.50 78.75 .00 .12 .325 721.49 19.9000 .00 78.25 78.50 .00 .12 .324 721.49 20.0000 .00 78.00 78.25 .00 .12 .323 721.48 20.1000 .00 77.75 78.00 .00 .12 .322 721.48 20.2000 .00 77.51 77.75 .00 .12 .321 721.47 20.3000 .00 77.26 77.51 .00 .12 .320 721.47 20.4000 .00 77.01 77.26 .00 .12 .319 721.46 20.5000 .00 76.77 77.01 .00 .12 .318 721.46 20.6000 .00 76.52 76.77 .00 .12 .317 721.45 20.7000 .00 76.28 76.52 .00 .12 .316 721.45 20.8000 .00 76.03 76.28 .00 .12 .315 721.44 20.9000 .00 75.79 76.03 .00 .12 .314 721.44 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routing Calcs (Total Out) Page 4.06 Name.... CR 28 AB OUT Tag: Pre 2 Event: 2 yr File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW Storm... e, b, d Tag: Pre 2 LEVEL POOL ROUTING CALCULATIONS HYG Dir = G:\KGruver\Exports\BMP Basin\ Inflow HYG file = work_pad.hyg - CR 28 AB IN Pre 2 Outflow HYG file = work_pad.hyg - CR 28 AB OUT Pre 2 Time Inflow 2S/t - O 2S/t + O Infilt. Outflow Storage Elev. hrs cfs cfs cfs cfs cfs ac-ft ft ----------------------------------------------------------------------------- 21.0000 .00 75.54 75.79 .00 .12 .313 721.43 21.1000 .00 75.30 75.54 .00 .12 .312 721.43 21.2000 .00 75.06 75.30 .00 .12 .311 721.42 21.3000 .00 74.81 75.06 .00 .12 .310 721.42 21.4000 .00 74.57 74.81 .00 .12 .309 721.41 21.5000 .00 74.33 74.57 .00 .12 .308 721.41 21.6000 .00 74.09 74.33 .00 .12 .307 721.41 21.7000 .00 73.85 74.09 .00 .12 .306 721.40 21.8000 .00 73.61 73.85 .00 .12 .305 721.40 21.9000 .00 73.37 73.61 .00 .12 .304 721.39 22.0000 .00 73.13 73.37 .00 .12 .303 721.39 22.1000 .00 72.89 73.13 .00 .12 .302 721.38 22.2000 .00 72.65 72.89 .00 .12 .301 721.38 22.3000 .00 72.41 72.65 .00 .12 .300 721.37 22.4000 .00 72.17 72.41 .00 .12 .299 721.37 22.5000 .00 71.94 72.17 .00 .12 .298 721.36 22.6000 .00 71.70 71.94 .00 .12 .297 721.36 22.7000 .00 71.46 71.70 .00 .12 .296 721.35 22.8000 .00 71.22 71.46 .00 .12 .295 721.35 22.9000 .00 70.99 71.22 .00 .12 .294 721.34 23.0000 .00 70.75 70.99 .00 .12 .293 721.34 23.1000 .00 70.52 70.75 .00 .12 .292 721.34 23.2000 .00 70.28 70.52 .00 .12 .291 721.33 23.3000 .00 70.05 70.28 .00 .12 .290 721.33 23.4000 .00 69.82 70.05 .00 .12 .289 721.32 23.5000 .00 69.58 69.82 .00 .12 .288 721.32 23.6000 .00 69.35 69.58 .00 .12 .287 721.31 23.7000 .00 69.12 69.35 .00 .12 .286 721.31 23.8000 .00 68.89 69.12 .00 .12 .285 721.30 23.9000 .00 68.65 68.89 .00 .12 .284 721.30 24.0000 .00 68.42 68.65 .00 .12 .283 721.29 24.1000 .00 68.19 68.42 .00 .12 .282 721.29 24.2000 .00 67.96 68.19 .00 .12 .281 721.29 24.3000 .00 67.73 67.96 .00 .11 .280 721.28 24.4000 .00 67.50 67.73 .00 .11 .279 721.28 24.5000 .00 67.27 67.50 .00 .11 .278 721.27 24.6000 .00 67.05 67.27 .00 .11 .277 721.27 24.7000 .00 66.82 67.05 .00 .11 .277 721.26 24.8000 .00 66.59 66.82 .00 .11 .276 721.26 24.9000 .00 66.36 66.59 .00 .11 .275 721.25 25.0000 .00 66.14 66.36 .00 .11 .274 721.25 25.1000 .00 65.91 66.14 .00 .11 .273 721.24 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routing Calcs (Total Out) Page 4.07 Name.... CR 28 AB OUT Tag: Pre 2 Event: 2 yr File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW Storm... e, b, d Tag: Pre 2 LEVEL POOL ROUTING CALCULATIONS HYG Dir = G:\KGruver\Exports\BMP Basin\ Inflow HYG file = work_pad.hyg - CR 28 AB IN Pre 2 Outflow HYG file = work_pad.hyg - CR 28 AB OUT Pre 2 Time Inflow 2S/t - O 2S/t + O Infilt. Outflow Storage Elev. hrs cfs cfs cfs cfs cfs ac-ft ft ----------------------------------------------------------------------------- 25.2000 .00 65.68 65.91 .00 .11 .272 721.24 25.3000 .00 65.46 65.68 .00 .11 .271 721.24 25.4000 .00 65.23 65.46 .00 .11 .270 721.23 25.5000 .00 65.01 65.23 .00 .11 .269 721.23 25.6000 .00 64.79 65.01 .00 .11 .268 721.22 25.7000 .00 64.56 64.79 .00 .11 .267 721.22 25.8000 .00 64.34 64.56 .00 .11 .266 721.21 25.9000 .00 64.12 64.34 .00 .11 .265 721.21 26.0000 .00 63.89 64.12 .00 .11 .264 721.20 26.1000 .00 63.67 63.89 .00 .11 .264 721.20 26.2000 .00 63.45 63.67 .00 .11 .263 721.20 26.3000 .00 63.23 63.45 .00 .11 .262 721.19 26.4000 .00 63.01 63.23 .00 .11 .261 721.19 26.5000 .00 62.79 63.01 .00 .11 .260 721.18 26.6000 .00 62.57 62.79 .00 .11 .259 721.18 26.7000 .00 62.35 62.57 .00 .11 .258 721.17 26.8000 .00 62.13 62.35 .00 .11 .257 721.17 26.9000 .00 61.91 62.13 .00 .11 .256 721.16 27.0000 .00 61.69 61.91 .00 .11 .255 721.16 27.1000 .00 61.48 61.69 .00 .11 .254 721.16 27.2000 .00 61.26 61.48 .00 .11 .254 721.15 27.3000 .00 61.04 61.26 .00 .11 .253 721.15 27.4000 .00 60.83 61.04 .00 .11 .252 721.14 27.5000 .00 60.61 60.83 .00 .11 .251 721.14 27.6000 .00 60.40 60.61 .00 .11 .250 721.13 27.7000 .00 60.18 60.40 .00 .11 .249 721.13 27.8000 .00 59.97 60.18 .00 .11 .248 721.13 27.9000 .00 59.75 59.97 .00 .11 .247 721.12 28.0000 .00 59.54 59.75 .00 .11 .246 721.12 28.1000 .00 59.33 59.54 .00 .11 .246 721.11 28.2000 .00 59.11 59.33 .00 .11 .245 721.11 28.3000 .00 58.90 59.11 .00 .11 .244 721.10 28.4000 .00 58.69 58.90 .00 .11 .243 721.10 28.5000 .00 58.48 58.69 .00 .11 .242 721.10 28.6000 .00 58.27 58.48 .00 .11 .241 721.09 28.7000 .00 58.06 58.27 .00 .11 .240 721.09 28.8000 .00 57.85 58.06 .00 .10 .239 721.08 28.9000 .00 57.64 57.85 .00 .10 .239 721.08 29.0000 .00 57.43 57.64 .00 .10 .238 721.07 29.1000 .00 57.22 57.43 .00 .10 .237 721.07 29.2000 .00 57.01 57.22 .00 .10 .236 721.07 29.3000 .00 56.81 57.01 .00 .10 .235 721.06 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routing Calcs (Total Out) Page 4.08 Name.... CR 28 AB OUT Tag: Pre 2 Event: 2 yr File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW Storm... e, b, d Tag: Pre 2 LEVEL POOL ROUTING CALCULATIONS HYG Dir = G:\KGruver\Exports\BMP Basin\ Inflow HYG file = work_pad.hyg - CR 28 AB IN Pre 2 Outflow HYG file = work_pad.hyg - CR 28 AB OUT Pre 2 Time Inflow 2S/t - O 2S/t + O Infilt. Outflow Storage Elev. hrs cfs cfs cfs cfs cfs ac-ft ft ----------------------------------------------------------------------------- 29.4000 .00 56.60 56.81 .00 .10 .234 721.06 29.5000 .00 56.39 56.60 .00 .10 .233 721.05 29.6000 .00 56.19 56.39 .00 .10 .233 721.05 29.7000 .00 55.98 56.19 .00 .10 .232 721.04 29.8000 .00 55.77 55.98 .00 .10 .231 721.04 29.9000 .00 55.57 55.77 .00 .10 .230 721.04 30.0000 .00 55.37 55.57 .00 .10 .229 721.03 30.1000 .00 55.16 55.37 .00 .10 .228 721.03 30.2000 .00 54.96 55.16 .00 .10 .227 721.02 30.3000 .00 54.75 54.96 .00 .10 .227 721.02 30.4000 .00 54.55 54.75 .00 .10 .226 721.01 30.5000 .00 54.35 54.55 .00 .10 .225 721.01 30.6000 .00 54.15 54.35 .00 .10 .224 721.01 30.7000 .00 53.95 54.15 .00 .10 .223 721.00 30.8000 .00 53.75 53.95 .00 .10 .223 721.00 30.9000 .00 53.55 53.75 .00 .10 .222 720.99 31.0000 .00 53.35 53.55 .00 .10 .221 720.99 31.1000 .00 53.15 53.35 .00 .10 .220 720.99 31.2000 .00 52.95 53.15 .00 .10 .219 720.98 31.3000 .00 52.75 52.95 .00 .10 .218 720.98 31.4000 .00 52.55 52.75 .00 .10 .218 720.97 31.5000 .00 52.35 52.55 .00 .10 .217 720.97 31.6000 .00 52.16 52.35 .00 .10 .216 720.96 31.7000 .00 51.96 52.16 .00 .10 .215 720.96 31.8000 .00 51.76 51.96 .00 .10 .214 720.96 31.9000 .00 51.57 51.76 .00 .10 .213 720.95 32.0000 .00 51.37 51.57 .00 .10 .213 720.95 32.1000 .00 51.18 51.37 .00 .10 .212 720.94 32.2000 .00 50.98 51.18 .00 .10 .211 720.94 32.3000 .00 50.79 50.98 .00 .10 .210 720.94 32.4000 .00 50.60 50.79 .00 .10 .209 720.93 32.5000 .00 50.40 50.60 .00 .10 .209 720.93 32.6000 .00 50.21 50.40 .00 .10 .208 720.92 32.7000 .00 50.02 50.21 .00 .10 .207 720.92 32.8000 .00 49.83 50.02 .00 .10 .206 720.92 32.9000 .00 49.64 49.83 .00 .10 .205 720.91 33.0000 .00 49.45 49.64 .00 .10 .205 720.91 33.1000 .00 49.26 49.45 .00 .10 .204 720.90 33.2000 .00 49.07 49.26 .00 .09 .203 720.90 33.3000 .00 48.88 49.07 .00 .09 .202 720.90 33.4000 .00 48.69 48.88 .00 .09 .202 720.89 33.5000 .00 48.50 48.69 .00 .09 .201 720.89 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routing Calcs (Total Out) Page 4.09 Name.... CR 28 AB OUT Tag: Pre 2 Event: 2 yr File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW Storm... e, b, d Tag: Pre 2 LEVEL POOL ROUTING CALCULATIONS HYG Dir = G:\KGruver\Exports\BMP Basin\ Inflow HYG file = work_pad.hyg - CR 28 AB IN Pre 2 Outflow HYG file = work_pad.hyg - CR 28 AB OUT Pre 2 Time Inflow 2S/t - O 2S/t + O Infilt. Outflow Storage Elev. hrs cfs cfs cfs cfs cfs ac-ft ft ----------------------------------------------------------------------------- 33.6000 .00 48.31 48.50 .00 .09 .200 720.88 33.7000 .00 48.12 48.31 .00 .09 .199 720.88 33.8000 .00 47.94 48.12 .00 .09 .198 720.88 33.9000 .00 47.75 47.94 .00 .09 .198 720.87 34.0000 .00 47.56 47.75 .00 .09 .197 720.87 34.1000 .00 47.38 47.56 .00 .09 .196 720.86 34.2000 .00 47.19 47.38 .00 .09 .195 720.86 34.3000 .00 47.01 47.19 .00 .09 .195 720.86 34.4000 .00 46.83 47.01 .00 .09 .194 720.85 34.5000 .00 46.64 46.83 .00 .09 .193 720.85 34.6000 .00 46.46 46.64 .00 .09 .192 720.84 34.7000 .00 46.28 46.46 .00 .09 .192 720.84 34.8000 .00 46.09 46.28 .00 .09 .191 720.84 34.9000 .00 45.91 46.09 .00 .09 .190 720.83 35.0000 .00 45.73 45.91 .00 .09 .189 720.83 35.1000 .00 45.55 45.73 .00 .09 .189 720.83 35.2000 .00 45.37 45.55 .00 .09 .188 720.82 35.3000 .00 45.19 45.37 .00 .09 .187 720.82 35.4000 .00 45.01 45.19 .00 .09 .186 720.81 35.5000 .00 44.83 45.01 .00 .09 .186 720.81 35.6000 .00 44.65 44.83 .00 .09 .185 720.81 35.7000 .00 44.47 44.65 .00 .09 .184 720.80 35.8000 .00 44.30 44.47 .00 .09 .183 720.80 35.9000 .00 44.12 44.30 .00 .09 .183 720.79 36.0000 .00 43.94 44.12 .00 .09 .182 720.79 36.1000 .00 43.77 43.94 .00 .09 .181 720.79 36.2000 .00 43.59 43.77 .00 .09 .180 720.78 36.3000 .00 43.42 43.59 .00 .09 .180 720.78 36.4000 .00 43.24 43.42 .00 .09 .179 720.78 36.5000 .00 43.07 43.24 .00 .09 .178 720.77 36.6000 .00 42.89 43.07 .00 .09 .178 720.77 36.7000 .00 42.72 42.89 .00 .09 .177 720.76 36.8000 .00 42.55 42.72 .00 .09 .176 720.76 36.9000 .00 42.38 42.55 .00 .09 .175 720.76 37.0000 .00 42.20 42.38 .00 .09 .175 720.75 37.1000 .00 42.03 42.20 .00 .09 .174 720.75 37.2000 .00 41.86 42.03 .00 .09 .173 720.75 37.3000 .00 41.69 41.86 .00 .09 .173 720.74 37.4000 .00 41.52 41.69 .00 .08 .172 720.74 37.5000 .00 41.35 41.52 .00 .08 .171 720.73 37.6000 .00 41.18 41.35 .00 .08 .170 720.73 37.7000 .00 41.02 41.18 .00 .08 .170 720.73 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routing Calcs (Total Out) Page 4.10 Name.... CR 28 AB OUT Tag: Pre 2 Event: 2 yr File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW Storm... e, b, d Tag: Pre 2 LEVEL POOL ROUTING CALCULATIONS HYG Dir = G:\KGruver\Exports\BMP Basin\ Inflow HYG file = work_pad.hyg - CR 28 AB IN Pre 2 Outflow HYG file = work_pad.hyg - CR 28 AB OUT Pre 2 Time Inflow 2S/t - O 2S/t + O Infilt. Outflow Storage Elev. hrs cfs cfs cfs cfs cfs ac-ft ft ----------------------------------------------------------------------------- 37.8000 .00 40.85 41.02 .00 .08 .169 720.72 37.9000 .00 40.68 40.85 .00 .08 .168 720.72 38.0000 .00 40.51 40.68 .00 .08 .168 720.72 38.1000 .00 40.35 40.51 .00 .08 .167 720.71 38.2000 .00 40.18 40.35 .00 .08 .166 720.71 38.3000 .00 40.02 40.18 .00 .08 .166 720.71 38.4000 .00 39.85 40.02 .00 .08 .165 720.70 38.5000 .00 39.69 39.85 .00 .08 .164 720.70 38.6000 .00 39.52 39.69 .00 .08 .164 720.69 38.7000 .00 39.36 39.52 .00 .08 .163 720.69 38.8000 .00 39.19 39.36 .00 .08 .162 720.69 38.9000 .00 39.03 39.19 .00 .08 .162 720.68 39.0000 .00 38.87 39.03 .00 .08 .161 720.68 39.1000 .00 38.71 38.87 .00 .08 .160 720.68 39.2000 .00 38.55 38.71 .00 .08 .160 720.67 39.3000 .00 38.39 38.55 .00 .08 .159 720.67 39.4000 .00 38.23 38.39 .00 .08 .158 720.67 39.5000 .00 38.07 38.23 .00 .08 .158 720.66 39.6000 .00 37.91 38.07 .00 .08 .157 720.66 39.7000 .00 37.75 37.91 .00 .08 .156 720.66 39.8000 .00 37.59 37.75 .00 .08 .156 720.65 39.9000 .00 37.43 37.59 .00 .08 .155 720.65 40.0000 .00 37.28 37.43 .00 .08 .154 720.64 40.1000 .00 37.12 37.28 .00 .08 .154 720.64 40.2000 .00 36.96 37.12 .00 .08 .153 720.64 40.3000 .00 36.81 36.96 .00 .08 .152 720.63 40.4000 .00 36.65 36.81 .00 .08 .152 720.63 40.5000 .00 36.50 36.65 .00 .08 .151 720.63 40.6000 .00 36.34 36.50 .00 .08 .150 720.62 40.7000 .00 36.19 36.34 .00 .08 .150 720.62 40.8000 .00 36.04 36.19 .00 .08 .149 720.62 40.9000 .00 35.88 36.04 .00 .08 .149 720.61 41.0000 .00 35.73 35.88 .00 .08 .148 720.61 41.1000 .00 35.58 35.73 .00 .08 .147 720.61 41.2000 .00 35.43 35.58 .00 .08 .147 720.60 41.3000 .00 35.28 35.43 .00 .08 .146 720.60 41.4000 .00 35.13 35.28 .00 .08 .145 720.60 41.5000 .00 34.98 35.13 .00 .07 .145 720.59 41.6000 .00 34.83 34.98 .00 .07 .144 720.59 41.7000 .00 34.68 34.83 .00 .07 .144 720.59 41.8000 .00 34.53 34.68 .00 .07 .143 720.58 41.9000 .00 34.38 34.53 .00 .07 .142 720.58 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routing Calcs (Total Out) Page 4.11 Name.... CR 28 AB OUT Tag: Pre 2 Event: 2 yr File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW Storm... e, b, d Tag: Pre 2 LEVEL POOL ROUTING CALCULATIONS HYG Dir = G:\KGruver\Exports\BMP Basin\ Inflow HYG file = work_pad.hyg - CR 28 AB IN Pre 2 Outflow HYG file = work_pad.hyg - CR 28 AB OUT Pre 2 Time Inflow 2S/t - O 2S/t + O Infilt. Outflow Storage Elev. hrs cfs cfs cfs cfs cfs ac-ft ft ----------------------------------------------------------------------------- 42.0000 .00 34.23 34.38 .00 .07 .142 720.58 42.1000 .00 34.09 34.23 .00 .07 .141 720.57 42.2000 .00 33.94 34.09 .00 .07 .141 720.57 42.3000 .00 33.79 33.94 .00 .07 .140 720.57 42.4000 .00 33.65 33.79 .00 .07 .139 720.56 42.5000 .00 33.50 33.65 .00 .07 .139 720.56 42.6000 .00 33.36 33.50 .00 .07 .138 720.56 42.7000 .00 33.22 33.36 .00 .07 .138 720.55 42.8000 .00 33.07 33.22 .00 .07 .137 720.55 42.9000 .00 32.93 33.07 .00 .07 .136 720.55 43.0000 .00 32.79 32.93 .00 .07 .136 720.54 43.1000 .00 32.64 32.79 .00 .07 .135 720.54 43.2000 .00 32.50 32.64 .00 .07 .135 720.54 43.3000 .00 32.36 32.50 .00 .07 .134 720.53 43.4000 .00 32.22 32.36 .00 .07 .133 720.53 43.5000 .00 32.08 32.22 .00 .07 .133 720.53 43.6000 .00 31.94 32.08 .00 .07 .132 720.53 43.7000 .00 31.80 31.94 .00 .07 .132 720.52 43.8000 .00 31.66 31.80 .00 .07 .131 720.52 43.9000 .00 31.53 31.66 .00 .07 .131 720.52 44.0000 .00 31.39 31.53 .00 .07 .130 720.51 44.1000 .00 31.25 31.39 .00 .07 .129 720.51 44.2000 .00 31.12 31.25 .00 .07 .129 720.51 44.3000 .00 30.98 31.12 .00 .07 .128 720.50 44.4000 .00 30.84 30.98 .00 .07 .128 720.50 44.5000 .00 30.71 30.84 .00 .07 .127 720.50 44.6000 .00 30.57 30.71 .00 .07 .127 720.49 44.7000 .00 30.44 30.57 .00 .07 .126 720.49 44.8000 .00 30.31 30.44 .00 .07 .125 720.49 44.9000 .00 30.17 30.31 .00 .07 .125 720.49 45.0000 .00 30.04 30.17 .00 .07 .124 720.48 45.1000 .00 29.91 30.04 .00 .07 .124 720.48 45.2000 .00 29.78 29.91 .00 .07 .123 720.48 45.3000 .00 29.65 29.78 .00 .07 .123 720.47 45.4000 .00 29.52 29.65 .00 .07 .122 720.47 45.5000 .00 29.39 29.52 .00 .06 .122 720.47 45.6000 .00 29.26 29.39 .00 .06 .121 720.46 45.7000 .00 29.13 29.26 .00 .06 .121 720.46 45.8000 .00 29.00 29.13 .00 .06 .120 720.46 45.9000 .00 28.87 29.00 .00 .06 .120 720.46 46.0000 .00 28.75 28.87 .00 .06 .119 720.45 46.1000 .00 28.62 28.75 .00 .06 .118 720.45 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routing Calcs (Total Out) Page 4.12 Name.... CR 28 AB OUT Tag: Pre 2 Event: 2 yr File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW Storm... e, b, d Tag: Pre 2 LEVEL POOL ROUTING CALCULATIONS HYG Dir = G:\KGruver\Exports\BMP Basin\ Inflow HYG file = work_pad.hyg - CR 28 AB IN Pre 2 Outflow HYG file = work_pad.hyg - CR 28 AB OUT Pre 2 Time Inflow 2S/t - O 2S/t + O Infilt. Outflow Storage Elev. hrs cfs cfs cfs cfs cfs ac-ft ft ----------------------------------------------------------------------------- 46.2000 .00 28.49 28.62 .00 .06 .118 720.45 46.3000 .00 28.37 28.49 .00 .06 .117 720.44 46.4000 .00 28.24 28.37 .00 .06 .117 720.44 46.5000 .00 28.12 28.24 .00 .06 .116 720.44 46.6000 .00 27.99 28.12 .00 .06 .116 720.44 46.7000 .00 27.87 27.99 .00 .06 .115 720.43 46.8000 .00 27.74 27.87 .00 .06 .115 720.43 46.9000 .00 27.62 27.74 .00 .06 .114 720.43 47.0000 .00 27.50 27.62 .00 .06 .114 720.42 47.1000 .00 27.38 27.50 .00 .06 .113 720.42 47.2000 .00 27.26 27.38 .00 .06 .113 720.42 47.3000 .00 27.14 27.26 .00 .06 .112 720.42 47.4000 .00 27.02 27.14 .00 .06 .112 720.41 47.5000 .00 26.90 27.02 .00 .06 .111 720.41 47.6000 .00 26.78 26.90 .00 .06 .111 720.41 47.7000 .00 26.66 26.78 .00 .06 .110 720.40 47.8000 .00 26.54 26.66 .00 .06 .110 720.40 47.9000 .00 26.42 26.54 .00 .06 .109 720.40 48.0000 .00 26.30 26.42 .00 .06 .109 720.40 48.1000 .00 26.19 26.30 .00 .06 .108 720.39 48.2000 .00 26.07 26.19 .00 .06 .108 720.39 48.3000 .00 25.95 26.07 .00 .06 .107 720.39 48.4000 .00 25.84 25.95 .00 .06 .107 720.39 48.5000 .00 25.72 25.84 .00 .06 .107 720.38 48.6000 .00 25.61 25.72 .00 .06 .106 720.38 48.7000 .00 25.50 25.61 .00 .06 .106 720.38 48.8000 .00 25.38 25.50 .00 .06 .105 720.37 48.9000 .00 25.27 25.38 .00 .06 .105 720.37 49.0000 .00 25.16 25.27 .00 .06 .104 720.37 49.1000 .00 25.05 25.16 .00 .06 .104 720.37 49.2000 .00 24.94 25.05 .00 .06 .103 720.36 49.3000 .00 24.83 24.94 .00 .06 .103 720.36 49.4000 .00 24.72 24.83 .00 .05 .102 720.36 49.5000 .00 24.61 24.72 .00 .05 .102 720.36 49.6000 .00 24.50 24.61 .00 .05 .101 720.35 49.7000 .00 24.39 24.50 .00 .05 .101 720.35 49.8000 .00 24.28 24.39 .00 .05 .101 720.35 49.9000 .00 24.18 24.28 .00 .05 .100 720.35 50.0000 .00 24.07 24.18 .00 .05 .100 720.34 50.1000 .00 23.96 24.07 .00 .05 .099 720.34 50.2000 .00 23.86 23.96 .00 .05 .099 720.34 50.3000 .00 23.75 23.86 .00 .05 .098 720.34 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routing Calcs (Total Out) Page 4.13 Name.... CR 28 AB OUT Tag: Pre 2 Event: 2 yr File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW Storm... e, b, d Tag: Pre 2 LEVEL POOL ROUTING CALCULATIONS HYG Dir = G:\KGruver\Exports\BMP Basin\ Inflow HYG file = work_pad.hyg - CR 28 AB IN Pre 2 Outflow HYG file = work_pad.hyg - CR 28 AB OUT Pre 2 Time Inflow 2S/t - O 2S/t + O Infilt. Outflow Storage Elev. hrs cfs cfs cfs cfs cfs ac-ft ft ----------------------------------------------------------------------------- 50.4000 .00 23.65 23.75 .00 .05 .098 720.33 50.5000 .00 23.54 23.65 .00 .05 .097 720.33 50.6000 .00 23.44 23.54 .00 .05 .097 720.33 50.7000 .00 23.34 23.44 .00 .05 .097 720.33 50.8000 .00 23.23 23.34 .00 .05 .096 720.32 50.9000 .00 23.13 23.23 .00 .05 .096 720.32 51.0000 .00 23.03 23.13 .00 .05 .095 720.32 51.1000 .00 22.93 23.03 .00 .05 .095 720.32 51.2000 .00 22.83 22.93 .00 .05 .095 720.31 51.3000 .00 22.73 22.83 .00 .05 .094 720.31 51.4000 .00 22.63 22.73 .00 .05 .094 720.31 51.5000 .00 22.53 22.63 .00 .05 .093 720.31 51.6000 .00 22.43 22.53 .00 .05 .093 720.31 51.7000 .00 22.33 22.43 .00 .05 .092 720.30 51.8000 .00 22.23 22.33 .00 .05 .092 720.30 51.9000 .00 22.14 22.23 .00 .05 .092 720.30 52.0000 .00 22.04 22.14 .00 .05 .091 720.30 52.1000 .00 21.94 22.04 .00 .05 .091 720.29 52.2000 .00 21.85 21.94 .00 .05 .090 720.29 52.3000 .00 21.75 21.85 .00 .05 .090 720.29 52.4000 .00 21.66 21.75 .00 .05 .090 720.29 52.5000 .00 21.56 21.66 .00 .05 .089 720.28 52.6000 .00 21.47 21.56 .00 .05 .089 720.28 52.7000 .00 21.38 21.47 .00 .05 .089 720.28 52.8000 .00 21.29 21.38 .00 .05 .088 720.28 52.9000 .00 21.20 21.29 .00 .05 .088 720.28 53.0000 .00 21.10 21.20 .00 .05 .087 720.27 53.1000 .00 21.01 21.10 .00 .05 .087 720.27 53.2000 .00 20.92 21.01 .00 .04 .087 720.27 53.3000 .00 20.84 20.92 .00 .04 .086 720.27 53.4000 .00 20.75 20.84 .00 .04 .086 720.27 53.5000 .00 20.66 20.75 .00 .04 .086 720.26 53.6000 .00 20.57 20.66 .00 .04 .085 720.26 53.7000 .00 20.48 20.57 .00 .04 .085 720.26 53.8000 .00 20.40 20.48 .00 .04 .084 720.26 53.9000 .00 20.31 20.40 .00 .04 .084 720.25 54.0000 .00 20.23 20.31 .00 .04 .084 720.25 54.1000 .00 20.14 20.23 .00 .04 .083 720.25 54.2000 .00 20.06 20.14 .00 .04 .083 720.25 54.3000 .00 19.97 20.06 .00 .04 .083 720.25 54.4000 .00 19.89 19.97 .00 .04 .082 720.24 54.5000 .00 19.81 19.89 .00 .04 .082 720.24 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routing Calcs (Total Out) Page 4.14 Name.... CR 28 AB OUT Tag: Pre 2 Event: 2 yr File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW Storm... e, b, d Tag: Pre 2 LEVEL POOL ROUTING CALCULATIONS HYG Dir = G:\KGruver\Exports\BMP Basin\ Inflow HYG file = work_pad.hyg - CR 28 AB IN Pre 2 Outflow HYG file = work_pad.hyg - CR 28 AB OUT Pre 2 Time Inflow 2S/t - O 2S/t + O Infilt. Outflow Storage Elev. hrs cfs cfs cfs cfs cfs ac-ft ft ----------------------------------------------------------------------------- 54.6000 .00 19.72 19.81 .00 .04 .082 720.24 54.7000 .00 19.64 19.72 .00 .04 .081 720.24 54.8000 .00 19.56 19.64 .00 .04 .081 720.24 54.9000 .00 19.48 19.56 .00 .04 .081 720.23 55.0000 .00 19.40 19.48 .00 .04 .080 720.23 55.1000 .00 19.32 19.40 .00 .04 .080 720.23 55.2000 .00 19.24 19.32 .00 .04 .080 720.23 55.3000 .00 19.16 19.24 .00 .04 .079 720.23 55.4000 .00 19.08 19.16 .00 .04 .079 720.23 55.5000 .00 19.01 19.08 .00 .04 .079 720.22 55.6000 .00 18.93 19.01 .00 .04 .078 720.22 55.7000 .00 18.85 18.93 .00 .04 .078 720.22 55.8000 .00 18.78 18.85 .00 .04 .078 720.22 55.9000 .00 18.70 18.78 .00 .04 .077 720.22 56.0000 .00 18.62 18.70 .00 .04 .077 720.21 56.1000 .00 18.55 18.62 .00 .04 .077 720.21 56.2000 .00 18.47 18.55 .00 .04 .076 720.21 56.3000 .00 18.40 18.47 .00 .04 .076 720.21 56.4000 .00 18.33 18.40 .00 .04 .076 720.21 56.5000 .00 18.25 18.33 .00 .04 .076 720.21 56.6000 .00 18.18 18.25 .00 .04 .075 720.20 56.7000 .00 18.11 18.18 .00 .04 .075 720.20 56.8000 .00 18.04 18.11 .00 .04 .075 720.20 56.9000 .00 17.97 18.04 .00 .04 .074 720.20 57.0000 .00 17.90 17.97 .00 .04 .074 720.20 57.1000 .00 17.83 17.90 .00 .03 .074 720.20 57.2000 .00 17.76 17.83 .00 .03 .074 720.19 57.3000 .00 17.69 17.76 .00 .03 .073 720.19 57.4000 .00 17.62 17.69 .00 .03 .073 720.19 57.5000 .00 17.56 17.62 .00 .03 .073 720.19 57.6000 .00 17.49 17.56 .00 .03 .072 720.19 57.7000 .00 17.43 17.49 .00 .03 .072 720.19 57.8000 .00 17.36 17.43 .00 .03 .072 720.18 57.9000 .00 17.30 17.36 .00 .03 .072 720.18 58.0000 .00 17.24 17.30 .00 .03 .071 720.18 58.1000 .00 17.17 17.24 .00 .03 .071 720.18 58.2000 .00 17.11 17.17 .00 .03 .071 720.18 58.3000 .00 17.05 17.11 .00 .03 .071 720.18 58.4000 .00 16.99 17.05 .00 .03 .070 720.17 58.5000 .00 16.93 16.99 .00 .03 .070 720.17 58.6000 .00 16.87 16.93 .00 .03 .070 720.17 58.7000 .00 16.82 16.87 .00 .03 .070 720.17 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routing Calcs (Total Out) Page 4.15 Name.... CR 28 AB OUT Tag: Pre 2 Event: 2 yr File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW Storm... e, b, d Tag: Pre 2 LEVEL POOL ROUTING CALCULATIONS HYG Dir = G:\KGruver\Exports\BMP Basin\ Inflow HYG file = work_pad.hyg - CR 28 AB IN Pre 2 Outflow HYG file = work_pad.hyg - CR 28 AB OUT Pre 2 Time Inflow 2S/t - O 2S/t + O Infilt. Outflow Storage Elev. hrs cfs cfs cfs cfs cfs ac-ft ft ----------------------------------------------------------------------------- 58.8000 .00 16.76 16.82 .00 .03 .069 720.17 58.9000 .00 16.70 16.76 .00 .03 .069 720.17 59.0000 .00 16.65 16.70 .00 .03 .069 720.17 59.1000 .00 16.59 16.65 .00 .03 .069 720.17 59.2000 .00 16.54 16.59 .00 .03 .068 720.16 59.3000 .00 16.48 16.54 .00 .03 .068 720.16 59.4000 .00 16.43 16.48 .00 .03 .068 720.16 59.5000 .00 16.38 16.43 .00 .03 .068 720.16 59.6000 .00 16.32 16.38 .00 .03 .068 720.16 59.7000 .00 16.27 16.32 .00 .03 .067 720.16 59.8000 .00 16.22 16.27 .00 .03 .067 720.16 59.9000 .00 16.17 16.22 .00 .03 .067 720.15 60.0000 .00 16.12 16.17 .00 .02 .067 720.15 60.1000 .00 16.07 16.12 .00 .02 .066 720.15 60.2000 .00 16.02 16.07 .00 .02 .066 720.15 60.3000 .00 15.98 16.02 .00 .02 .066 720.15 60.4000 .00 15.93 15.98 .00 .02 .066 720.15 60.5000 .00 15.88 15.93 .00 .02 .066 720.15 60.6000 .00 15.83 15.88 .00 .02 .065 720.15 60.7000 .00 15.79 15.83 .00 .02 .065 720.15 60.8000 .00 15.74 15.79 .00 .02 .065 720.14 60.9000 .00 15.70 15.74 .00 .02 .065 720.14 61.0000 .00 15.65 15.70 .00 .02 .065 720.14 61.1000 .00 15.61 15.65 .00 .02 .065 720.14 61.2000 .00 15.57 15.61 .00 .02 .064 720.14 61.3000 .00 15.52 15.57 .00 .02 .064 720.14 61.4000 .00 15.48 15.52 .00 .02 .064 720.14 61.5000 .00 15.44 15.48 .00 .02 .064 720.14 61.6000 .00 15.40 15.44 .00 .02 .064 720.14 61.7000 .00 15.36 15.40 .00 .02 .064 720.13 61.8000 .00 15.32 15.36 .00 .02 .063 720.13 61.9000 .00 15.28 15.32 .00 .02 .063 720.13 62.0000 .00 15.24 15.28 .00 .02 .063 720.13 62.1000 .00 15.20 15.24 .00 .02 .063 720.13 62.2000 .00 15.16 15.20 .00 .02 .063 720.13 62.3000 .00 15.12 15.16 .00 .02 .063 720.13 62.4000 .00 15.08 15.12 .00 .02 .062 720.13 62.5000 .00 15.05 15.08 .00 .02 .062 720.13 62.6000 .00 15.01 15.05 .00 .02 .062 720.13 62.7000 .00 14.97 15.01 .00 .02 .062 720.13 62.8000 .00 14.94 14.97 .00 .02 .062 720.12 62.9000 .00 14.90 14.94 .00 .02 .062 720.12 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routing Calcs (Total Out) Page 4.16 Name.... CR 28 AB OUT Tag: Pre 2 Event: 2 yr File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW Storm... e, b, d Tag: Pre 2 LEVEL POOL ROUTING CALCULATIONS HYG Dir = G:\KGruver\Exports\BMP Basin\ Inflow HYG file = work_pad.hyg - CR 28 AB IN Pre 2 Outflow HYG file = work_pad.hyg - CR 28 AB OUT Pre 2 Time Inflow 2S/t - O 2S/t + O Infilt. Outflow Storage Elev. hrs cfs cfs cfs cfs cfs ac-ft ft ----------------------------------------------------------------------------- 63.0000 .00 14.86 14.90 .00 .02 .061 720.12 63.1000 .00 14.83 14.86 .00 .02 .061 720.12 63.2000 .00 14.79 14.83 .00 .02 .061 720.12 63.3000 .00 14.76 14.79 .00 .02 .061 720.12 63.4000 .00 14.73 14.76 .00 .02 .061 720.12 63.5000 .00 14.69 14.73 .00 .02 .061 720.12 63.6000 .00 14.66 14.69 .00 .02 .061 720.12 63.7000 .00 14.63 14.66 .00 .02 .060 720.12 63.8000 .00 14.60 14.63 .00 .02 .060 720.12 63.9000 .00 14.56 14.60 .00 .02 .060 720.12 64.0000 .00 14.53 14.56 .00 .02 .060 720.11 64.1000 .00 14.50 14.53 .00 .02 .060 720.11 64.2000 .00 14.47 14.50 .00 .02 .060 720.11 64.3000 .00 14.44 14.47 .00 .02 .060 720.11 64.4000 .00 14.41 14.44 .00 .02 .060 720.11 64.5000 .00 14.38 14.41 .00 .01 .059 720.11 64.6000 .00 14.35 14.38 .00 .01 .059 720.11 64.7000 .00 14.32 14.35 .00 .01 .059 720.11 64.8000 .00 14.29 14.32 .00 .01 .059 720.11 64.9000 .00 14.26 14.29 .00 .01 .059 720.11 65.0000 .00 14.24 14.26 .00 .01 .059 720.11 65.1000 .00 14.21 14.24 .00 .01 .059 720.11 65.2000 .00 14.18 14.21 .00 .01 .059 720.11 65.3000 .00 14.15 14.18 .00 .01 .059 720.11 65.4000 .00 14.13 14.15 .00 .01 .058 720.10 65.5000 .00 14.10 14.13 .00 .01 .058 720.10 65.6000 .00 14.07 14.10 .00 .01 .058 720.10 65.7000 .00 14.05 14.07 .00 .01 .058 720.10 65.8000 .00 14.02 14.05 .00 .01 .058 720.10 65.9000 .00 14.00 14.02 .00 .01 .058 720.10 66.0000 .00 13.97 14.00 .00 .01 .058 720.10 66.1000 .00 13.95 13.97 .00 .01 .058 720.10 66.2000 .00 13.92 13.95 .00 .01 .058 720.10 66.3000 .00 13.90 13.92 .00 .01 .057 720.10 66.4000 .00 13.87 13.90 .00 .01 .057 720.10 66.5000 .00 13.85 13.87 .00 .01 .057 720.10 66.6000 .00 13.83 13.85 .00 .01 .057 720.10 66.7000 .00 13.80 13.83 .00 .01 .057 720.10 66.8000 .00 13.78 13.80 .00 .01 .057 720.10 66.9000 .00 13.76 13.78 .00 .01 .057 720.10 67.0000 .00 13.73 13.76 .00 .01 .057 720.09 67.1000 .00 13.71 13.73 .00 .01 .057 720.09 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routing Calcs (Total Out) Page 4.17 Name.... CR 28 AB OUT Tag: Pre 2 Event: 2 yr File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW Storm... e, b, d Tag: Pre 2 LEVEL POOL ROUTING CALCULATIONS HYG Dir = G:\KGruver\Exports\BMP Basin\ Inflow HYG file = work_pad.hyg - CR 28 AB IN Pre 2 Outflow HYG file = work_pad.hyg - CR 28 AB OUT Pre 2 Time Inflow 2S/t - O 2S/t + O Infilt. Outflow Storage Elev. hrs cfs cfs cfs cfs cfs ac-ft ft ----------------------------------------------------------------------------- 67.2000 .00 13.69 13.71 .00 .01 .057 720.09 67.3000 .00 13.66 13.69 .00 .01 .056 720.09 67.4000 .00 13.64 13.66 .00 .01 .056 720.09 67.5000 .00 13.62 13.64 .00 .01 .056 720.09 67.6000 .00 13.59 13.62 .00 .01 .056 720.09 67.7000 .00 13.57 13.59 .00 .01 .056 720.09 67.8000 .00 13.55 13.57 .00 .01 .056 720.09 67.9000 .00 13.53 13.55 .00 .01 .056 720.09 68.0000 .00 13.51 13.53 .00 .01 .056 720.09 68.1000 .00 13.48 13.51 .00 .01 .056 720.09 68.2000 .00 13.46 13.48 .00 .01 .056 720.09 68.3000 .00 13.44 13.46 .00 .01 .056 720.09 68.4000 .00 13.42 13.44 .00 .01 .055 720.09 68.5000 .00 13.40 13.42 .00 .01 .055 720.09 68.6000 .00 13.38 13.40 .00 .01 .055 720.09 68.7000 .00 13.36 13.38 .00 .01 .055 720.09 68.8000 .00 13.33 13.36 .00 .01 .055 720.09 68.9000 .00 13.31 13.33 .00 .01 .055 720.08 69.0000 .00 13.29 13.31 .00 .01 .055 720.08 69.1000 .00 13.27 13.29 .00 .01 .055 720.08 69.2000 .00 13.25 13.27 .00 .01 .055 720.08 69.3000 .00 13.23 13.25 .00 .01 .055 720.08 69.4000 .00 13.21 13.23 .00 .01 .055 720.08 69.5000 .00 13.19 13.21 .00 .01 .055 720.08 69.6000 .00 13.17 13.19 .00 .01 .054 720.08 69.7000 .00 13.15 13.17 .00 .01 .054 720.08 69.8000 .00 13.13 13.15 .00 .01 .054 720.08 69.9000 .00 13.11 13.13 .00 .01 .054 720.08 70.0000 .00 13.09 13.11 .00 .01 .054 720.08 70.1000 .00 13.07 13.09 .00 .01 .054 720.08 70.2000 .00 13.05 13.07 .00 .01 .054 720.08 70.3000 .00 13.04 13.05 .00 .01 .054 720.08 70.4000 .00 13.02 13.04 .00 .01 .054 720.08 70.5000 .00 13.00 13.02 .00 .01 .054 720.08 70.6000 .00 12.98 13.00 .00 .01 .054 720.08 70.7000 .00 12.96 12.98 .00 .01 .054 720.08 70.8000 .00 12.94 12.96 .00 .01 .053 720.08 70.9000 .00 12.92 12.94 .00 .01 .053 720.07 71.0000 .00 12.90 12.92 .00 .01 .053 720.07 71.1000 .00 12.89 12.90 .00 .01 .053 720.07 71.2000 .00 12.87 12.89 .00 .01 .053 720.07 71.3000 .00 12.85 12.87 .00 .01 .053 720.07 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routing Calcs (Total Out) Page 4.18 Name.... CR 28 AB OUT Tag: Pre 2 Event: 2 yr File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW Storm... e, b, d Tag: Pre 2 LEVEL POOL ROUTING CALCULATIONS HYG Dir = G:\KGruver\Exports\BMP Basin\ Inflow HYG file = work_pad.hyg - CR 28 AB IN Pre 2 Outflow HYG file = work_pad.hyg - CR 28 AB OUT Pre 2 Time Inflow 2S/t - O 2S/t + O Infilt. Outflow Storage Elev. hrs cfs cfs cfs cfs cfs ac-ft ft ----------------------------------------------------------------------------- 71.4000 .00 12.83 12.85 .00 .01 .053 720.07 71.5000 .00 12.81 12.83 .00 .01 .053 720.07 71.6000 .00 12.80 12.81 .00 .01 .053 720.07 71.7000 .00 12.78 12.80 .00 .01 .053 720.07 71.8000 .00 12.76 12.78 .00 .01 .053 720.07 71.9000 .00 12.74 12.76 .00 .01 .053 720.07 72.0000 .00 12.73 12.74 .00 .01 .053 720.07 72.1000 .00 12.71 12.73 .00 .01 .053 720.07 72.2000 .00 12.69 12.71 .00 .01 .052 720.07 72.3000 .00 12.68 12.69 .00 .01 .052 720.07 72.4000 .00 12.66 12.68 .00 .01 .052 720.07 72.5000 .00 12.64 12.66 .00 .01 .052 720.07 72.6000 .00 12.63 12.64 .00 .01 .052 720.07 72.7000 .00 12.61 12.63 .00 .01 .052 720.07 72.8000 .00 12.59 12.61 .00 .01 .052 720.07 72.9000 .00 12.58 12.59 .00 .01 .052 720.07 73.0000 .00 12.56 12.58 .00 .01 .052 720.07 73.1000 .00 12.54 12.56 .00 .01 .052 720.07 73.2000 .00 12.53 12.54 .00 .01 .052 720.07 73.3000 .00 12.51 12.53 .00 .01 .052 720.06 73.4000 .00 12.50 12.51 .00 .01 .052 720.06 73.5000 .00 12.48 12.50 .00 .01 .052 720.06 73.6000 .00 12.47 12.48 .00 .01 .052 720.06 73.7000 .00 12.45 12.47 .00 .01 .051 720.06 73.8000 .00 12.43 12.45 .00 .01 .051 720.06 73.9000 .00 12.42 12.43 .00 .01 .051 720.06 74.0000 .00 12.40 12.42 .00 .01 .051 720.06 74.1000 .00 12.39 12.40 .00 .01 .051 720.06 74.2000 .00 12.37 12.39 .00 .01 .051 720.06 74.3000 .00 12.36 12.37 .00 .01 .051 720.06 74.4000 .00 12.34 12.36 .00 .01 .051 720.06 74.5000 .00 12.33 12.34 .00 .01 .051 720.06 74.6000 .00 12.31 12.33 .00 .01 .051 720.06 74.7000 .00 12.30 12.31 .00 .01 .051 720.06 74.8000 .00 12.29 12.30 .00 .01 .051 720.06 74.9000 .00 12.27 12.29 .00 .01 .051 720.06 75.0000 .00 12.26 12.27 .00 .01 .051 720.06 75.1000 .00 12.24 12.26 .00 .01 .051 720.06 75.2000 .00 12.23 12.24 .00 .01 .051 720.06 75.3000 .00 12.21 12.23 .00 .01 .050 720.06 75.4000 .00 12.20 12.21 .00 .01 .050 720.06 75.5000 .00 12.19 12.20 .00 .01 .050 720.06 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routing Calcs (Total Out) Page 4.19 Name.... CR 28 AB OUT Tag: Pre 2 Event: 2 yr File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW Storm... e, b, d Tag: Pre 2 LEVEL POOL ROUTING CALCULATIONS HYG Dir = G:\KGruver\Exports\BMP Basin\ Inflow HYG file = work_pad.hyg - CR 28 AB IN Pre 2 Outflow HYG file = work_pad.hyg - CR 28 AB OUT Pre 2 Time Inflow 2S/t - O 2S/t + O Infilt. Outflow Storage Elev. hrs cfs cfs cfs cfs cfs ac-ft ft ----------------------------------------------------------------------------- 75.6000 .00 12.17 12.19 .00 .01 .050 720.06 75.7000 .00 12.16 12.17 .00 .01 .050 720.06 75.8000 .00 12.15 12.16 .00 .01 .050 720.06 75.9000 .00 12.13 12.15 .00 .01 .050 720.06 76.0000 .00 12.12 12.13 .00 .01 .050 720.05 76.1000 .00 12.10 12.12 .00 .01 .050 720.05 76.2000 .00 12.09 12.10 .00 .01 .050 720.05 76.3000 .00 12.08 12.09 .00 .01 .050 720.05 76.4000 .00 12.06 12.08 .00 .01 .050 720.05 76.5000 .00 12.05 12.06 .00 .01 .050 720.05 76.6000 .00 12.04 12.05 .00 .01 .050 720.05 76.7000 .00 12.03 12.04 .00 .01 .050 720.05 76.8000 .00 12.01 12.03 .00 .01 .050 720.05 76.9000 .00 12.00 12.01 .00 .01 .050 720.05 77.0000 .00 11.99 12.00 .00 .01 .050 720.05 77.1000 .00 11.98 11.99 .00 .01 .049 720.05 77.2000 .00 11.96 11.98 .00 .01 .049 720.05 77.3000 .00 11.95 11.96 .00 .01 .049 720.05 77.4000 .00 11.94 11.95 .00 .01 .049 720.05 77.5000 .00 11.93 11.94 .00 .01 .049 720.05 77.6000 .00 11.91 11.93 .00 .01 .049 720.05 77.7000 .00 11.90 11.91 .00 .01 .049 720.05 77.8000 .00 11.89 11.90 .00 .01 .049 720.05 77.9000 .00 11.88 11.89 .00 .01 .049 720.05 78.0000 .00 11.86 11.88 .00 .01 .049 720.05 78.1000 .00 11.85 11.86 .00 .01 .049 720.05 78.2000 .00 11.84 11.85 .00 .01 .049 720.05 78.3000 .00 11.83 11.84 .00 .01 .049 720.05 78.4000 .00 11.82 11.83 .00 .01 .049 720.05 78.5000 .00 11.81 11.82 .00 .01 .049 720.05 78.6000 .00 11.79 11.81 .00 .01 .049 720.05 78.7000 .00 11.78 11.79 .00 .01 .049 720.05 78.8000 .00 11.77 11.78 .00 .01 .049 720.05 78.9000 .00 11.76 11.77 .00 .01 .049 720.05 79.0000 .00 11.75 11.76 .00 .01 .049 720.05 79.1000 .00 11.74 11.75 .00 .01 .048 720.05 79.2000 .00 11.73 11.74 .00 .01 .048 720.05 79.3000 .00 11.72 11.73 .00 .01 .048 720.04 79.4000 .00 11.71 11.72 .00 .01 .048 720.04 79.5000 .00 11.69 11.71 .00 .01 .048 720.04 79.6000 .00 11.68 11.69 .00 .01 .048 720.04 79.7000 .00 11.67 11.68 .00 .01 .048 720.04 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routing Calcs (Total Out) Page 4.20 Name.... CR 28 AB OUT Tag: Pre 2 Event: 2 yr File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW Storm... e, b, d Tag: Pre 2 LEVEL POOL ROUTING CALCULATIONS HYG Dir = G:\KGruver\Exports\BMP Basin\ Inflow HYG file = work_pad.hyg - CR 28 AB IN Pre 2 Outflow HYG file = work_pad.hyg - CR 28 AB OUT Pre 2 Time Inflow 2S/t - O 2S/t + O Infilt. Outflow Storage Elev. hrs cfs cfs cfs cfs cfs ac-ft ft ----------------------------------------------------------------------------- 79.8000 .00 11.66 11.67 .00 .01 .048 720.04 79.9000 .00 11.65 11.66 .00 .01 .048 720.04 80.0000 .00 11.64 11.65 .00 .01 .048 720.04 80.1000 .00 11.63 11.64 .00 .01 .048 720.04 80.2000 .00 11.62 11.63 .00 .01 .048 720.04 80.3000 .00 11.61 11.62 .00 .01 .048 720.04 80.4000 .00 11.60 11.61 .00 .01 .048 720.04 80.5000 .00 11.59 11.60 .00 .01 .048 720.04 80.6000 .00 11.58 11.59 .00 .01 .048 720.04 80.7000 .00 11.57 11.58 .00 .01 .048 720.04 80.8000 .00 11.56 11.57 .00 .01 .048 720.04 80.9000 .00 11.55 11.56 .00 .00 .048 720.04 81.0000 .00 11.54 11.55 .00 .00 .048 720.04 81.1000 .00 11.53 11.54 .00 .00 .048 720.04 81.2000 .00 11.52 11.53 .00 .00 .048 720.04 81.3000 .00 11.51 11.52 .00 .00 .048 720.04 81.4000 .00 11.50 11.51 .00 .00 .047 720.04 81.5000 .00 11.49 11.50 .00 .00 .047 720.04 81.6000 .00 11.48 11.49 .00 .00 .047 720.04 81.7000 .00 11.47 11.48 .00 .00 .047 720.04 81.8000 .00 11.46 11.47 .00 .00 .047 720.04 81.9000 .00 11.45 11.46 .00 .00 .047 720.04 82.0000 .00 11.44 11.45 .00 .00 .047 720.04 82.1000 .00 11.43 11.44 .00 .00 .047 720.04 82.2000 .00 11.42 11.43 .00 .00 .047 720.04 82.3000 .00 11.41 11.42 .00 .00 .047 720.04 82.4000 .00 11.41 11.41 .00 .00 .047 720.04 82.5000 .00 11.40 11.41 .00 .00 .047 720.04 82.6000 .00 11.39 11.40 .00 .00 .047 720.04 82.7000 .00 11.38 11.39 .00 .00 .047 720.04 82.8000 .00 11.37 11.38 .00 .00 .047 720.04 82.9000 .00 11.36 11.37 .00 .00 .047 720.04 83.0000 .00 11.35 11.36 .00 .00 .047 720.04 83.1000 .00 11.34 11.35 .00 .00 .047 720.04 83.2000 .00 11.33 11.34 .00 .00 .047 720.04 83.3000 .00 11.33 11.33 .00 .00 .047 720.04 83.4000 .00 11.32 11.33 .00 .00 .047 720.03 83.5000 .00 11.31 11.32 .00 .00 .047 720.03 83.6000 .00 11.30 11.31 .00 .00 .047 720.03 83.7000 .00 11.29 11.30 .00 .00 .047 720.03 83.8000 .00 11.28 11.29 .00 .00 .047 720.03 83.9000 .00 11.28 11.28 .00 .00 .047 720.03 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routing Calcs (Total Out) Page 4.21 Name.... CR 28 AB OUT Tag: Pre 2 Event: 2 yr File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW Storm... e, b, d Tag: Pre 2 LEVEL POOL ROUTING CALCULATIONS HYG Dir = G:\KGruver\Exports\BMP Basin\ Inflow HYG file = work_pad.hyg - CR 28 AB IN Pre 2 Outflow HYG file = work_pad.hyg - CR 28 AB OUT Pre 2 Time Inflow 2S/t - O 2S/t + O Infilt. Outflow Storage Elev. hrs cfs cfs cfs cfs cfs ac-ft ft ----------------------------------------------------------------------------- 84.0000 .00 11.27 11.28 .00 .00 .047 720.03 84.1000 .00 11.26 11.27 .00 .00 .047 720.03 84.2000 .00 11.25 11.26 .00 .00 .046 720.03 84.3000 .00 11.24 11.25 .00 .00 .046 720.03 84.4000 .00 11.23 11.24 .00 .00 .046 720.03 84.5000 .00 11.23 11.23 .00 .00 .046 720.03 84.6000 .00 11.22 11.23 .00 .00 .046 720.03 84.7000 .00 11.21 11.22 .00 .00 .046 720.03 84.8000 .00 11.20 11.21 .00 .00 .046 720.03 84.9000 .00 11.19 11.20 .00 .00 .046 720.03 85.0000 .00 11.19 11.19 .00 .00 .046 720.03 85.1000 .00 11.18 11.19 .00 .00 .046 720.03 85.2000 .00 11.17 11.18 .00 .00 .046 720.03 85.3000 .00 11.16 11.17 .00 .00 .046 720.03 85.4000 .00 11.16 11.16 .00 .00 .046 720.03 85.5000 .00 11.15 11.16 .00 .00 .046 720.03 85.6000 .00 11.14 11.15 .00 .00 .046 720.03 85.7000 .00 11.13 11.14 .00 .00 .046 720.03 85.8000 .00 11.13 11.13 .00 .00 .046 720.03 85.9000 .00 11.12 11.13 .00 .00 .046 720.03 86.0000 .00 11.11 11.12 .00 .00 .046 720.03 86.1000 .00 11.10 11.11 .00 .00 .046 720.03 86.2000 .00 11.10 11.10 .00 .00 .046 720.03 86.3000 .00 11.09 11.10 .00 .00 .046 720.03 86.4000 .00 11.08 11.09 .00 .00 .046 720.03 86.5000 .00 11.08 11.08 .00 .00 .046 720.03 86.6000 .00 11.07 11.08 .00 .00 .046 720.03 86.7000 .00 11.06 11.07 .00 .00 .046 720.03 86.8000 .00 11.05 11.06 .00 .00 .046 720.03 86.9000 .00 11.05 11.05 .00 .00 .046 720.03 87.0000 .00 11.04 11.05 .00 .00 .046 720.03 87.1000 .00 11.03 11.04 .00 .00 .046 720.03 87.2000 .00 11.03 11.03 .00 .00 .046 720.03 87.3000 .00 11.02 11.03 .00 .00 .046 720.03 87.4000 .00 11.01 11.02 .00 .00 .045 720.03 87.5000 .00 11.01 11.01 .00 .00 .045 720.03 87.6000 .00 11.00 11.01 .00 .00 .045 720.03 87.7000 .00 10.99 11.00 .00 .00 .045 720.03 87.8000 .00 10.99 10.99 .00 .00 .045 720.03 87.9000 .00 10.98 10.99 .00 .00 .045 720.03 88.0000 .00 10.97 10.98 .00 .00 .045 720.03 88.1000 .00 10.97 10.97 .00 .00 .045 720.03 S/N: PondPack Ver: Compute Time: Date: Type.... Pond Routing Calcs (Total Out) Page 4.22 Name.... CR 28 AB OUT Tag: Pre 2 Event: 2 yr File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW Storm... e, b, d Tag: Pre 2 LEVEL POOL ROUTING CALCULATIONS HYG Dir = G:\KGruver\Exports\BMP Basin\ Inflow HYG file = work_pad.hyg - CR 28 AB IN Pre 2 Outflow HYG file = work_pad.hyg - CR 28 AB OUT Pre 2 Time Inflow 2S/t - O 2S/t + O Infilt. Outflow Storage Elev. hrs cfs cfs cfs cfs cfs ac-ft ft ----------------------------------------------------------------------------- 88.2000 .00 10.96 10.97 .00 .00 .045 720.03 88.3000 .00 10.96 10.96 .00 .00 .045 720.03 88.4000 .00 10.95 10.96 .00 .00 .045 720.03 88.5000 .00 10.94 10.95 .00 .00 .045 720.03 88.6000 .00 10.94 10.94 .00 .00 .045 720.03 88.7000 .00 10.93 10.94 .00 .00 .045 720.03 88.8000 .00 10.92 10.93 .00 .00 .045 720.03 88.9000 .00 10.92 10.92 .00 .00 .045 720.02 89.0000 .00 10.91 10.92 .00 .00 .045 720.02 89.1000 .00 10.91 10.91 .00 .00 .045 720.02 89.2000 .00 10.90 10.91 .00 .00 .045 720.02 89.3000 .00 10.89 10.90 .00 .00 .045 720.02 S/N: PondPack Ver: Compute Time: Date: Type.... C and Area Page 5.01 Name.... CR RAMP AB Tag: POST File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW RATIONAL C COEFFICIENT DATA ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ------------------------------------------------------------------------- Area C x Area Soil/Surface Description C acres acres -------------------------------- -------- ---------- ---------- Pavement .9000 1.170 1.053 Slopes .7000 6.830 4.781 WEIGHTED C & TOTAL AREA ---> .7293 8.000 5.834 ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: S/N: PondPack Ver: Compute Time: Date: S/N: PondPack Ver: Compute Time: Date: Type.... Mod. Rational Storm Calcs Page 5.02 Name.... CR RAMP AB Tag: Pre 2 Event: 2 yr File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW Storm... e, b, d Tag: Pre 2 MODIFIED RATIONAL METHOD ---- Summary for Single Storm Frequency ---- Q = CiA * Units Conversion; Where Conversion = 43560 / (12 * 3600) RETURN FREQUENCY: 2 yr `C' Adjustment = 1.000Allowable Q = 9.10 cfs ---------------------------------------------------------------------------- Hydrograph Storm Duration, Td = .5500 hrs Tc = .2200 hrs Hydrograph File: Pre 2 :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: VOLUMES Wtd. Adjusted Duration Intens. Area Qpeak | Inflow Storage `C' 'C' hrs in/hr acres cfs | ac-ft ac-ft ------------------------------------------------------|--------------------- .729 .729 .2200 3.4134 8.000 20.08 | .365 .200 .729 .729 .2500 3.2279 8.000 18.99 | .392 .216 .729 .729 .3333 2.8063 8.000 16.51 | .455 .247 .729 .729 .5000 2.2296 8.000 13.12 | .542 .271 ************************************************************ Storage Maximum .729 .729 .5500 2.1011 8.000 12.36 | .562 .272 **************************************************************************** .729 .729 .6667 1.8530 8.000 10.90 | .601 .267 .729 .729 .8333 1.5872 8.000 9.34 | .643 .247 .729 .729 1.0000 1.3894 8.000 8.17 | Qpeak < Qallow S/N: PondPack Ver: Compute Time: Date: Type.... Mod. Rational Storm Calcs Page 5.03 Name.... CR RAMP AB Tag: Pre 10 Event: 10 yr File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW Storm... e, b, d Tag: Pre 10 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 = 13.05 cfs ---------------------------------------------------------------------------- Hydrograph Storm Duration, Td = .5833 hrs Tc = .2200 hrs Hydrograph File: Pre 10 :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: VOLUMES Wtd. Adjusted Duration Intens. Area Qpeak | Inflow Storage `C' 'C' hrs in/hr acres cfs | ac-ft ac-ft ------------------------------------------------------|--------------------- .729 .729 .2200 4.8585 8.000 28.58 | .520 .282 .729 .729 .2500 4.6041 8.000 27.09 | .560 .306 .729 .729 .3333 4.0235 8.000 23.67 | .652 .354 .729 .729 .5000 3.2229 8.000 18.96 | .783 .395 ************************************************************ Storage Maximum .729 .729 .5833 2.9347 8.000 17.26 | .832 .399 **************************************************************************** .729 .729 .6667 2.6954 8.000 15.86 | .874 .396 .729 .729 .8333 2.3207 8.000 13.65 | .940 .372 .729 .729 1.0000 2.0403 8.000 12.00 | Qpeak < Qallow S/N: PondPack Ver: Compute Time: Date: Type.... Mod. Rational Storm Calcs Page 5.04 Name.... CR RAMP AB Tag: Pre100 Event: 100 yr File.... G:\KGruver\Exports\BMP Basin\CR 28 AB.PPW Storm... e, b, d Tag: Pre100 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 = 20.05 cfs ---------------------------------------------------------------------------- Hydrograph Storm Duration, Td = .5500 hrs Tc = .2200 hrs Hydrograph File: Pre100 :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: VOLUMES Wtd. Adjusted Duration Intens. Area Qpeak | Inflow Storage `C' 'C' hrs in/hr acres cfs | ac-ft ac-ft ------------------------------------------------------|--------------------- .729 .729 .2200 7.4331 8.000 43.73 | .795 .431 .729 .729 .2500 7.0569 8.000 41.52 | .858 .468 .729 .729 .3333 6.1820 8.000 36.37 | 1.002 .544 .729 .729 .5000 4.9412 8.000 29.07 | 1.201 .605 ************************************************************ Storage Maximum .729 .729 .5500 4.6579 8.000 27.40 | 1.246 .608 **************************************************************************** .729 .729 .6667 4.1052 8.000 24.15 | 1.331 .596 .729 .729 .8333 3.5051 8.000 20.62 | 1.420 .548 .729 .729 1.0000 3.0539 8.000 17.97 | Qpeak < Qallow S/N: PondPack Ver: Compute Time: Date: