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HomeMy WebLinkAbout1.03 Stormwater Detention Plan (cont.)7 7 7 7 7 6 6 6 6 6 5 5 5 5 5 5 5 5 5 5 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Date: 04-04-1998 25 I I I t T I t t t I I I I I t I I t I Type- -.. Name.... Fi1e... . HYG DiT HYG file ER-55 Tabular Hyd.TotaL LADPI-. L Tag: . \sample\LADP4-D. PPK: .\sample\ = LADPII.HYG DPt.1 25 Page L.O2 rR-55 TABULAR HYDROGRAPH METHOD TYPE If Distribution25yr, 24ltr Rainfall Depth = 2.2O in COMPOSITE OUTTALL HYDROGRAPH Time (hrs ) Flow(cfs)Tlme (hrs ) Flow(cfs) 1L.0 11.1 LL.2 L1.3 1,L.4 1l_.5 11.6 Lt.7 l-1.8 11.9 L2.O L2.L L2.2 L2.3 L2 .4t2.s L2.6 L2.7 L2 ,8 L2.9 13.0 13.1 L3.2 L3. 3 L3.4 1_3. s t_3.6 L3.7 13.8 l_3.9 14.o 1,4.1 74.2 L4.3 L4 .4 L4.5 L4 .6 L4.7 0 o 0 o o 0 0 0 t_ L 2I 24 46 63 64 55 43 34 28 23 20 t7 L6 L4 13 T2 11 10 9 9 9I 8 8 7 7 7 l_4.8 L4.9 15. 0 15. L l.5.2 t-5.3 l-5.4 15,5 l_5.6 L5.7 15.8 L5.9 16.0 l_6.1 L6.2 L6.3 L6.4 16.5 L6.6 L6.7 L6.8 16.9 L7.O L7.t L7.2 t7.3 t7 .4 L7.5 L7 -6 t7.7 L7.8 L7.9 18. O 18.l- L8.2 1_8. 3 18.4 1B.5S/N: HoMOLol-02oo6 SCHMUESER GoRDoN MEYER Pond Pack Ver: LO-9-97 :055 Compute Time: l-5:2L:05 I I T t I I t I I T T I I I I T I Type...' Name.... File. . . . HYG DiT HYG file TR-55 Tabular Hyd.TotalLADP1,L Tag: 25 . \sample\LADP4-D. PPK= .\sample\ = LADPI]-.HYG DP1. L 25 Page l-.03 TR-55 TABULAR HYDROGRAPH METHOD TYPE II Distribution25yr, 24hr Rainfall Depth = 2.20 in COMPOSTTE OUTFALL HYDROGRAPH FIow(cfs) 18.6 18,7 t-8 .8 18.9 L9.0 L9.1_ L9.2 19. 3 L9 .4 19. s 19.6 L9.7 19.8 r.9.9 20.0 20.L 20.2 20.3 20.4 20.5 20.6 20.7 20. I 20.9 2t.o 2L.L 2L.2 2L.32t.4 2L.5 21.6 2L.7 2L.8 2L.9 22.A 22.L 22 .2 22.3 I s/N: H0MOL01_02006 SCHTfUESER GORDON MEyER I Pond Pack Ver: LO-9-9?:055 Compute Tine: l-5:2L:O5 Date: O4-04-LggB T Time(hrs)Flow(cfs)Time (hrs ) 22.4 22.5 22 .6 22.7 22 .8 22.9 23,O 23.! 23.2 23.3 23 .4 23.5 23.6 23.7 23.8 23.9 24.O 24.L 24.2 24.3 24.4 24.5 24 .6 24.7 24.8 24.9 25.O 25.L 25.2 25.3 25 .4 25.5 25.6 25.7 25.8 25.9 Type.... TR-55 Tabular Hyd.fnput Data Page 1. 04 I Name.... LADPI-.1 Tag: l-00 File. . . . .\sample\LADP4-D.PPK r HYG Dir = .\sanple\ I HYG file = LADPT.I.HYG DP1.l r-OO ! I TR-55 TABULAR HYDROGRAPH METHOD TYPE II Dlstribution100yr, 24hr Rainfall DePth : 2.4O in Total Area = t77.2AO acres or .276875 sq'mi. Peak Discharge : 79 cfs I 2r22 IIff'llIl- fClJ.ClllteUCI.D UirEl-l l-(J rvlJllrPur,E rrflutvY!qyrl Errr-rrIr errtarayaa r ErEra ,^rr m^ * m+ Etran i n I Drrnaf f Ta /nsubarea AREA cN rc * Tt Precip. I Runoff la/pDescription (acres) (hrs) (hrs) (in) I (in) lnput/used Ionr., L77.zoo zs.s .5000 .oooo 2.4o I .or r.2G .26 l* Travel tirroe from subarea outfall to composite watershed outfall polnt. lI Subarea where user specified interpolation between la/p tables. Il I T I T t I Input Values Rounded Values la/P I Subarea Tc * Tt Tc * Tt fnterpolated Ia/pDescription (hrs) (hrs) (hrs) (hrs) (Yes,/No) Messages 1. r-.5939 .0000 .50 .00 Yes * Travel tine from subarea outfall to composite watershed outfall polnt. T I S/N: H0MoL0102oO6 SCHMUESER GoRDoN MEYER I Pond Pack Ver: lO-9-97 :055 Compute Time: 15:2L:05 Date'. 04-04-1998 T T t I I I T I I T I I T I T I t I I T Type. . . . Name.... FiLe. . . . HYG DlT HYG file TR-55 Tabular Hyd.Tota1 LADP1 . l- Tag: 100 . \sample\LADP4-D. PPK = .\sample\ = LADPII- . HYG DP1 . L l-00 Page 1.05 rR-55 TABULAR HYDROGRAPH METHOD TYPE rf Distribution L00yr, 24hr Rainfall Depth = 2.4O in COMPOSTTE OUTFALL HYDROGRAPH WARNfNG: Hydrograph truncated on left side. Time (hrs ) 1_1.0 11. Lj.L.2 1_1. 3 1L.4 L1. s 11.5 LL.7 11.8 LL.9 L2.O L2.L L2.2 L2.3 L2.4 L2.5 L2.6 L2.7 12.8 L2.9 r_3. o 13.l_ L3.2 L3.3 13.4 13.5 13,5 L3.7 1"3.8 L3.9 14.0 L4.L L4.2 L4.3 L4.4 14. s t4.6 L4.7 S/N: H0M0L0102006 FIow(cfs) 1 L L 1 L 1 1I 2 2 5 13 33 60 79 79 67 52 4L 34 27 24 20 L8l6 L5 13 t2 L2 t2 l-L L0 10 9 9III SCHUUESER GORDON MEYER Tine(hrs) Flow(cfs) 14.8 L4.9 l_5.0 t-5.1 L5.2 1-5.3 L5.4 L5.5 L5.6 L5.7 15.8 l_5.9 L6. O t_6.1. L6.2 L6.3 L6 .4 l_6. s 15.5 L6.7 16.8 1_6.9 L7.O L7.L L7.2 :j7.3 L7 .4 L7 .5 t7 .6 L7.7 t7.B 77.9 L8.0 t_8.1 L8.2 18.3 18.4 r_8.5 I 8 8 I I 7 7 7 7 7 6 6 6 6 6 6 6 6 6 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 1n T I I I I t T I t I t T I T I I T I I Type.... Name. . . . File.... HYG DiT HYG file TR-55 Tabular Hyd.Total LADPI-. 1- Tag: . \sanple\LADP4-D. PPK = .\sample\: LADPII-.HYG DP1.1 l.0O TR-55 10Oyr, 1_00 TABULAR HYDROGRAPH I{ETHOD TYPE II Distribution 24hr Ralnfall DePth = 2.4O Page 1.06 COMPOSITE OUTFALL HYDROGRAPH Flow(cfs) 1_8.6 L8.7 18.8 L8.9 L9. o 19.l- L9.2 19. 3 1"9 .4 19.5 1-9 .6 t9.7 L9.8 19.9 20.o 20.L 20.2 20.3 20 .4 20.5 20 .6 20.7 20.8 20.9 27.O2L.t 2]^.2 2L.3 2L.4 2L.5 2L.6n.7 2L.8 2L.9 22.O 22.L 22.2 22.3 S/N: HOMOL01O2O}6 SCHMUESER GoRDoN MEVER Pond Pack Ver: LO-9-97 :055 Compute Iime: 15:21:05 Date: 04-04-1998 Tlme (hrs) Tine (hrs ) Flow(cfs) 22.4 22.5 22 .6 22.7 22 .8 22.9 23.O 23.L 23,2 23.3 23 .4 23.5 23,6 23.7 23.8 23.9 24.O 24.L 24.2 24.3 24.4 24.5 24.6 24.7 24.8 24.9 25.O 25.L 25.2 25.3 25.4 25.s 25 .6 25.7 25. 8 25.9 t I T I Type. . . . Name.... File.... Time hrs Time-EIevDPl.l 25 OUT Page 1.oL fag: 25 . \sample\LADP4-D. PPK TIME vs. ELEVATION (ft) Output Tirne increment = .1000 hrs Tirne on left represents time for first value in each row. .00 .00 .58t t I I T I I t I T I I I L1.0000 l-1.5000 L2.0000 12.5000 13 . 0000 13.5000 14.0000 14.5000 1.5.0000 15.5000 16.0000 1-6.5000 17.0000 17.5000 18,0000 l-8.5000 19.0000 19.5000 20.0000 20.5000 21.0000 21.5000 22.0000 22.5000 23.0000 23.5000 24.0000 24.5000 25.0000 25.5000 HOI,TOLOlO20A6 SCHMUESER Pack Ver: LO-9-97 :055 .00 .oo .74 2.29 2.63 2.36 2.06 L.82 1.65 1,52 1.41- 1.33 L.25 r..18 t-.1-4 1.1L 1.09 L.O7 L.02 .98 .96 .94 .93 .93 .87 .81_ .78 .66 .56 .00 GORDON MEYER Compute Time: 1.98 2.65 2 .42 2.Lt 1_.86 1.68 1.55 1 .43 1".34 L.26 1.19 L.15 1.1_l_ 1.09 L.O7 1.03 .99 .97 .95 .94 .93 .89 .82 .79 .70 .57 .00 .00 .oo .95 2.54 2.58 2.30 2.00t.78 L .63 L.50 1.39 1.31 L.23 L.L7 l-.13 L. Lo L.08 L. 05 1,0L .98 .96 .94 .93 .92 .86 .81_ ,75 .62 .5'6 .00 .00 .45 t.2L 2 .60 2.53 2.23 1".95 t.7 4 L.60 1.48\.37 t .30 L.22 l-. 16 L.L2 1. r.0 L .08 t_.04 L.00 .97 .95 .94 .93 .91 .84 .80 .73 .60 .56 .00 .00 .53 1 .58 2.65 2.48 2.L7 1.91 L.71, L.57 1.45 r-.35 L.28 L.20 1.1_5 L.L2 L.09 1.08 L. o4 1.00 .97 .95 .94 .93 .90 .83 .79 .72 .58 .52 .00 t s/N: Pond t 15 229 256 Date: O4-04-1-998 T I T t Type.... Time vs. VolumeName.... DPl.L 25 OUT Iag: 25 File. . . . .\sample\LADP4-D.PPK .1000 , value Page 2.Ol each row. Time hrs TIME vs. VOLUME (ac-ft) output Time increment = Time on left represents tirne for first hrsin I I T t T I T T T T t I T I T 11.0000 l.l-.5000 12.0000 L2.5000 13.0000 13.5000 14.0000 14.5000 L5.0000 15.5000 15. OO00 1 6.5000 17.0000 L7.5000 1"8.0000 L8.5000 19. OO00 19.5000 20.0000 20.5000 2L. oooo 21.5000 22.OOOO 22.5000 23 .0000 23.5000 24.0000 24.5000 25. OOO0 25.5000 . oo0 .000 .004 L.2L2 L.974 L.705 1.360 1.087 .889 .7 48 .626 .532 ,452 .381_ .333 .301 .277 .260 .2L3 .L77 .154 .139 . L30 .L23 .094 .060 .046 .020 . o04 . ooo .000 .000 .030 1.563 1-.945 1.636 L.300 1.039 .859 .724 .604 .5r-8 .435 .370 .326 .295 .273 .253 .205 .L72 .151. .L37 .].28 -L22 .085 .0s6 .04L .oL2 .004 .000 .000 . ooo .139 L.795 1 .896 L.567 L.242 .995 .833 .702 .584 .505 .420 .360 .31-9 .29L .270 .242 .L97 .167 .148 .135 .L27 . Lt_8 .077 .053 .034 .008 . oo3 .000 . o00 .00L ,400 r_.9r.9 L .837 L .496 1.1_86 .956 .804 .677 .555 .489 .405 .350 .3L2 .286 .266 .23L .190 .!62 . t-45 .133 .L25 .1L1 .070 .050 .o28 .005 .003 .000 .000 . oo2 .748 L.97L L.774 L.426 L.L37 .92L .775 .650 .548 .469 .393 .342 .306 .282 .263 .222 . L83 .158 .r.42 .13L .L24 . L05 .065 .048 .024 . oo4 . oo2 . o00 S/N: HOl,l0L0102006 SCHIfUESER Pond Pack Ver: LO-9-97 :055 GORDON MEYER Compute Ti-ne:L5:29:56 Date: 04-04-1998 25 25 T I I T T Type.... Name.... Fi1e. . . . Pond E-V-Q Tab1e LADP4 . \sample\LADP4-D. PPK Page 3.O1 HYG DiTfnflow HYc Outflow HYG LEVEL POOL ROUTING . \sample\LADP].1.HYG DP]". ]. LADP].]..HYG - DP1.1 LADP4 LADP4 DP4.1_ =file =file = DATA 25 OUT T T Pond Node Data =Pond Volume Data =Pond Outlet Data = No Infiltration INITTAL CONDTTIONS I 3*riix3 Hlfi;x r Starting Total Qout= 1,.,1:::.'""':::::., Starting WS Elev =Starting Volume = ft cfs .00 .000 .00 .00 .00 . L000 Storageac-ft ftac-ft cfs cfscfs hrs Area acres InflIt. cfs Q Total cfs zs/t + Ocfs 1 T T I T t T t T I .o0 .L0 .30 .50 .70 .90 1.10 1.30 t_.50 L.70 1.90 2.1,O 2.3A 2.50 2.70 2.90 3 .1_0 3.30 3 .50 3.70 3 .90 4.1,0 4.30 .00 .oo .19 .76 L.69 2.94 4.53 6.40 8.55 L0.96 13.50 L6.46 L9 .47 22.64 25.98 29.36 32. B5 35.36 39.87 43.36 46.81 50. l_5 s3.07 .000 . ooo .000 .oo2 .020 .104 .287 .491, .699 .911 L.L27 L.347 1".57L L.799 2.O3]- 2.267 2.507 2.751" 2.998 3.250 3.506 3.766 4.030 .oo .00 .00 .00 .00 .00 .00 .00 .00 ,00 .00 .00 .00 .00 .oo .00 .00 .00 .o0 .00 .00 .00 .00 .00 .oo .L9 .76 L.69 2.94 4. s3 6 .40 8.55 L0.96 13.60 L6.46 19 .47 22 .64 25.98 29.36 32.85 36. 36 39.87 43.36 46.81" 50.l_5 53.07 .000L .0008 . oo4r- .0100 .2LL6 .6724 1 . OO98 L.0295 L.0494 1.069s 1.0898 l-. L098 L.L295 l_.1_495 1. t_695 1 .1898 1.2098 L.2296 L,2495 L.2696 l_.2898 1-.3098 L.3296 GORDON MEYER Compute Time: .oo .01_ .31 L.2L 6.45 28. O6 7 4.07 L25.29 L77.74 23L .43 286.32 342.42 399.63 457.94 5L7 .40 577.87 639.44 70L.98 765.49 829.94 895.33 961,.58 l_028.38 SrlN: H0M0L0I-02006 SCI$IUESER Pond Pack Ver: LO-9-92 :055 L5229:56 Date; 04-04-1998 I Type.... Pond E-V-Q Table Page 3.O2 I Name.... LADP4 File. . . . .\sample\LADP4-D.PPK I LE,EL PooL RourrNG DA,A .. HYG Dir = .\sample\I Inflow HYG file : LADPI-L.HYG - DPl.t 25t outflow HYG file : LADPII.HYG - DPL.l- 25 ouT 25 I Pond Node Data = LADP4 I Pond Volume Data = LADP4 Pond Outlet Data = DP4.L INITIAL CONDITIONS I No rnfiltration I -_:::_:___-_____r Starting lfS Elev = . o0 ftStarting Volume = .0OO ac-ft t Starting Outflow = .OO cfs I Starting Infiltr. E ,00 cfsStarting Total Qout= .00 cfs Time Increment, = .L000 hrs levation Outflow Storage Area Infilt. O Total 2S/l + oft cfs ac-ft acres cfs cfs cfsI t 4.50 55.50 4.298 l-. 3495 .00 55.50 1095.644.70 57 .84 4.570 1.3696 .00 57 .84 Lt63 .78I 4.9O 60.08 4.846 1.3898 .00 60. 08 L232.8O I 5.oo 61.1s 4.985 i-.4ooo .oo 61.1s L267.63 T I T I s/N: Houolol-o2006 scHuuEsER GoRDoN MEvERI Pond Pack Ver: LO-9-97 :055 Conpute Time: 15:29t56 Date: 04-04-1998 T I I I I Type.... Pond Routing Summary Page 3.03- I Name.... LADP4 !ag: 25 Fi1e. . . . .\sanple\LADP4-D.PPK I LEVEL PooL RourrNG sul,rMARY - HYG Dir = .\sample\ f fnflow HYG file = LADPII.HYG - Dpl.L 25r outfl0w HYG file : LADpLL.Hyc - Dpl-.1- 25 ouT 25 I Pond Node Data = LADP4I Pond Vo1ume Data = LADP4 Pond Outlet Data = DP4.1 I No rnfittration t INITIAL CONDITIONS Starting WS Elev = .00 ftStarting Volume : .000 ac-ft I Starting Outflow = .00 cfs I Starting fnfiltr. E .OO cfsStarting Total Qout= ,00 cfs I Time Increment = .L000 hrs TNFLOW,/OUTFLOW HYDROGRAPH SU!,I!4ARYr :::-----r il;;;;;;;--::=--:;il;-;;;---;. -l;;;;;;- Peak Outflow = 25.16 cfs at 13.OOOO hrs Peak Elevation = 2.65 ft Peak Storage = L.974 ac-ftI t l{ASs BALANCE (ac-ft)I I + rnitial vol = ,ooo+ HYG VoI IN = 7.752 I Inf ll-tration = .000r:H:8"I;looYSrr ''.2",', I Unrouted Vol = .OOO ac-ft (.OOOZ of Outflow Voturne) T T I s/N: HoMoLot02006 scHMUESER GoRDoN MEvERa Pond Pack Ver: LO-9-97 :055 Compute Time: i-5t29:56 Date: 04-04-L998 T I I I T I I I Type. . . Name. . . Fi1e... Pond Routed HYG (total out)LADP4 Tag: 25 . . \sample\LADP4-D. PPK POND ROUTED TOTAL OUTFLOW HYG... HyG file = .\sanple\LADpll.Hyc HYG ID = DPl.1 25 OUT HYG Tag = 25 Page 3.04 (cfs) = .1000 hrsfirst value in each row. Peak Discharge = Time to Peak = HYG Volume = 25.16 cfs 13.0000 hrs 7.752 ac-ft Tlrne hrs HYDROGRAPH ORDTNATES Output Time increment Time on left represents time for T t I I I I T I T t T T Ll_.0000 t_1.5000 l_2.0000 12.5000 L3 .0000 13.5000 14.0000 L4.5000 L5.0000 15.5000 L6. OOOO 16.5000 17.0000 17.5000 1_8. OOOO 18.5000 t_9.0000 19.5000 2o.0000 20.5000 2L.0000 21.5000 22.OOOO 22.5000 23 . OOOO 23.5000 24.0000 24.5000 25.0000 25.5000 .00 .oo l_. LL L4.7L 25.L6 2L.34 16.63 L3.L2 LO.7t 9. l-L 7.AO 6.83 6.04 5.40 4.96 4.66 4 .45 4,32 3,95 3.66 3 .46 3.32 3.23 3. L6 2.85 2.46 2.25 L.7L l_. 09 .00 .00 .00 1.95 L9.37 24.75 20.38 L5.85 t2.53 LO.37 8.83 7.57 6.68 5.89 5.30 4.89 4,6L 4.42 4.26 3.88 3.62 3 .43 3.30 3.2L 3. r.5 2.75 2.40 2.L6 L.50 l_. 06 .00 .00 .00 3.33 22.59 24.45 L9 ,42 15.10 L2.00 LO.O7 8.58 7.36 6.54 5.75 5.20 4.82 4.56 4.39 4.L7 3.82 3.57 3.40 3.28 3.20 3.10 2.66 2.36 2.02 1,.32 1.04 .00 .00 .50 5.57 24.37 23.20 18.48 1"4 .37 L1.52 9.75 8.32 7.L7 6.37 5.63 5. l_l_ 4.76 4.52 4.37 4.09 3.76 3 .53 3.37 3.26 3. l_8 3.03 2.59 2.32 L.9l_ L.2L 1,.02 .00 .00 .90 9.56 25.12 22.29 L7.53 L3.72 11. o8 9.41 8.05 6.99 6.20 5.51 5.03 4.7L 4 ,49 4.34 4.02 3.71 3.50 3.3s 3.24 3.L7 2.96 2.52 2.28 r..80 L.L4 .82 .oo S/N: H0Ir{0L0L02006 SCHMUESER Pond Pack Ver: L0-9-97 :O55 C;ORDON MEYER Compute Time:L5:29:56 Date: 04-04-1998 T I I t T T T I I t I t Type.... Name.,.. Fi1e.... Hyc oir HYG file TR-55 Tabular Hyd.SummaryDPl-.1 Tag: 25 . \sample\LADP1-D. PPK= .\sanple\: LADPI--D.HYG LADPI--D 25 Page 2.O3 ;-: /) t t ,'-, 7//l' | / f)-, ! - -)i) .'.45^/ / ) " lf,!TR.55 TABULAR HYDROGRAPH METHOD TYPE II Distribution25yr, 24hr Rainfall- Depth = 2.2O in Coutposite Hydrograph Summary (cfs) D:i:!ir!i:: LL.0 1_1_.3hr hr l-L .6 11.9 t2.Ohr hr hr t2.L hr L2.2 hr L2.3 L2.4hr hr 37 t0 19 10 7 6 2 2 l- l- 0000o o 0 0 DPL.1 .2 J:1Total (cfs)472913 T J:::::it!i:: Subarea L2.5 hr L2.6 hr L2.7 hr 12.8 hr 13. O hr L3.2 hr L3 .4 hr 13.6 13.8hr hr .1 .2 DP1. J:1 ZZ 25 W-11225{ to 8 gd 15 6 56rQ 5 plz : z{z 5 43 13, L L1 1 taITo l_ (cfs)62 r* 66 2t 6L -'t4 5L 77 34 -t* 23 27 18 ^1 L4 /L L2 P::::1!:::: Subarea l-4. o hr L4.3 hr L4.6 hr 15. O hr 15.5 hr 16. O hr 16.5 hr L7.O L7.5hr hr 4 1_ 5 L 5 1 6 1 6 1 7 1 8 1 9 L L0 t_ .1 .2 DP]. t::otal (cfs)11 Lo I l3::::r*:: Subarea L8.0 hr 19.0 hr 20. o hr 22.O 26.O hr hr 0 o 3 0 3 o 4 t 4 L L.1 1.2 ta1 DP [; I (cfs) S/N: H0M0L0I-02006 SCHMUESER Pond Pack Ver: lO-9-97 :055 GORDON MEYER Compute Time: 17:02:36I I Date: 04-03-1998 t I t I Type.... Tiroe-ElevNane.... DPI.I L00 OUT Tag:100 Fi1e. . . . .\sample\LADP4-D.PPK TIME vs. ELEVATION (ft) Page 1.01 Tlme hrs Output Time ^increment = .1000 hrs Time on left represents time for first value in each row. I I I T I t I I I I T T I I I 11.0000 L1.5000 L2.0000 L2.5000 13 .0000 13 .5000 t_4. oooo 1_4. sOO0 L5. ooo0 15.5000 l_6.0000 1_6.5000 17.0000 17.5000 18.0000 L8.5000 19.0000 L9.5000 20.0000 20.5000 21.0000 21 .5000 22.OOOO 22.5000 23 .0000 23.5000 24. OOOO 24.5000 25.0000 25. 5000 .00 .5s .73 2.32 3 .05 2.71 2.34 2.03 1 .81 1.66 L.54 L.44 1.36 L.29 L.2s L.2t 1. L6 L.L2 1_.10 L. 08 L.06 L.02 .99 .96 .92 .85 .8L .7t .58 .00 .53 .55 .86 2.68 3. O0 2.63 2.27 1.98 L.78 L .64 1 .51 L.43 1.35 L.28 L.24 1_.20 1.15 1,L2 1. O9 1. 08 1.06 l_. ot_ .98 .96 .91 .84 .79 .69 .57 .00 GORDON MEYER Compute Time: .54 .55 t_ .06 2.90 2.94 2.55 2.2L 1.93 L.75 L.61 L .49 1.41_ t-,33 L.27 L.24 1.1_9 r.. L41.tt 1.09 L.O7 L.05 L.0l_ ,98 .95 .90 .83 .'77 .64 .56 .00 .54 .59 1.39 3.42 2.87 2 .47 2.),5 L.89 L.72 l_.59 L.47 L.40 L.32 L.27 L.23 l-. t_8 1.14 1. 1t 1. O9t.o7 1.04 1.00 .97 .94 .88 .82 .75 .61 .56 .00 .55 .65 L .85 3.06 2.79 2 .40 2.09 1.85 1_.69 1.56 L.46 t_.38 1.3l_ L .26 L,22 L.L7 1.13 1.10 1 .08t.o7 1.03 .99 .97 .93 .87 .81 .73 .59 .52 .00 S/N: H0M0L0102006 SCHMUESER Pond Pack Ver: LO-9-97 :055 15: 35:49 Date: O4-04-L998 I I I T t I I T I I I I I T I I I I I I I Type. Name. .F'1re. Tine vs. Volume DPI-.L 1-00 OUT Tag: 100 . \sanple\LADP4-D. PPK I TIME vs. vOLtruE (ac-ft) Output Time increment = Tlme on left represents time for first Page 2.AL . L00O hrs value in each row.I Time hrs I t I I I I I I T I I I I 1L.0000 t_L.5000 12,0000 12.5000 13 . OOOO 13.5000 L4.0000 L4.5000 15.0000 15.5000 l_6.0000 l_6.5000 L7.0000 L7.5000 18.0000 1 8.5000 19.0000 1 9.5000 20.0000 20.5000 21. OOOO 21.5000 22.OOOO 22.5000 23.0000 23.5000 24.0000 24.5000 25.0000 25.5000 .000 .003 .026 1,.592 2.440 2.046 L.61_L 1,.273 L.O32 .870 .736 .637 .554 .485 .439 .403 .348 .311 .285 .265 .252 .207 .L73 .L52 . l-l_6 .075 .o52 .o22 .004 . ooo .oo2 .003 .078 2.008 2.390 1..951- l-.536 L.2L4 .997 .842 .7L3 .622 .538 .475 .431- .390 .339 .305 .280 .262 .245 .1-99 . L68 . L48 .1 10 .069 .o46 .0L8 .004 .000 .003 . oo3 .244 2.272 2.3t9 1.854 L.466 L.162 .966 .817 .692 .508 .523 .465 ,425 .378 .33r. ,299 .276 .259 .235 .L92 .L64 .L42 .l_o3 .064 .038 . oL0 .003 .000 . oo3 .005 .584 2 .405 2.233 L.765 1.399 l-.l_L4 .934 .790 .672 .591 .510 .455 .4]-8 .368 .324 .294 .272 .256 .225 .185 . L59 .L32 .092 .059 .031 .oo7 .003 .000 .003 .01-l- L.O75 2.453 2.140 1_.685 1.335 L.O7L .900 .762 .654 .572 .497 .447 .4t2 .357 .3L7 .290 .269 .254 .2L6 .L79 . L55 .L24 .083 .056 .026 .005 .oo2 .000 I ;ir;H0II{0L01-02006 SCHI,IUESER Pack Ver: LO-9-97 :055 GORDON MEYER Compute Time: T 15:35:49 Date: O4-O4-1998 I I T Type.... Pond E-V-Q TableName.... LADP4 Fi1e. . . . .\sample\LADP4-D.PPK Page 3.0L T HYG Dir Inflow HYG Outflow HYG Pond Node Pond Volume Pond Outlet No Infiltration TNTTTAL CONDITIONS LEVEL POOL = .\sample\file = LADP]-I,HYGfile = LADPLL.HYG Data : LADP4 Data = LADP4 Data = DP4.1 ROUTING DATA DPI_. L - DP1.1 1-00 oUT l_00 100 I I t t I I Starting t^IS EIev =Starting Volume =Starting outflow =Starting Infiltr. E Starting Tota1 Qout=Time fncrement = levation Outflowft cfs .o0 .000 .00 .o0 .oo .1000 Storageac-ft ftac-ft cfs cfscfs hrs Area acres InfiIt.cfs Q Totalcfs zS/L + Ocfs I I I I I I t T t .00 .10 .30 .50 .70 .90 l-. L0 1.30 1.50 1.70 1.90 2.LO 2.30 2.50 2.70 2.90 3. L0 3.30 3.50 3.70 3.90 4.10 4.30 .00 .oo .19 .76 L.69 2.94 4.53 6 .40 8.55 l_0.96 L3 .60 L6.46 L9 .47 22.64 25.98 29.36 32.85 36.36 39.87 43.36 46.81_ 50. 15 53.07 .000 . ooo .000 . oo2 .o20 . t_o4 .287 .49L .699 .91_l_ L.1-27 L.347 L.57L 7.799 2.O3]- 2.267 2.507 2.75L 2.998 3.250 3 .506 3.766 4.030 .00 .oo .00 .00 .00 .00 .00 .00 .00 .oo .00 .00 .00 .00 .00 .00 .00 .o0 .00 .oo .00 .00 .00 .00 .00 .19 .76 1.69 2.94 4.53 6.40 8.55 10.96 13 .60 L6.46 L9 .47 22 .64 25.98 29.36 32.85 36.36 39.87 43.36 45.81 50.15 53.07 .0001_ . oooS .0041 .0Loo .2tl.6 .6724 1.0098 r_.029s L.0494 t-.0695 1.0898 1.l-098 L.L295 L.L495 r_.1-695 1-. t_898 L.2098 t.2296 L.2495 t.2696 L.2898 1.3098 L.3296 GORDON MEYER Compute Time: .00 .01 .31 L.21 6 .45 28.06 74.07 L25.29 L77.74 23I.43 286.32 342.42 399.63 457.94 5L7 .40 577.87 639 .44 701.98 765.49 829.94 895. 33 961. s8 1028.38 S/N: HOM0L0102O06 SCHMUESER Pond Pack Ver: LO-9-97 :055 15:35249 Date: 04-04-L998 t t t T I T I I I 1 Type.... Pond E-v-Q Table Name.... LADP4 File. . . . .\sample\LADP4-D.PPK LEVEL POOL ROUTING DATA HyG Dir = .\sample\ Inflow HYG fiIe = LADPII.HYG DPL.l- Outflow HYG file : LADPIL.HYG - DPL.1 100 Pond Node Data = LADP4 Pond Volume Data : I"ADP4 Pond Outlet Data = DP4.l- No Infiltration INTTIAL CONDITIONS Page 3.O2 100 l_00 Starting 9{S Elev =Starting Volume =Starting Outflow =Starting Infiltr. =Starting Tota1 Qout=Time Increment = levation Outflos,ft cfs .00 .000 .00 .00 .00 .1000 Storageac-ft ftac-ftcfs cfs cfs hrs Area acres InfiIt. cfs Q Total cfs zs/t. + o cfs 4 .50 4.70 4.90 5. OO 55.50 57.84 60.08 61. r_5 4.298 4.570 4.846 4 .985 .00 .oo .00 .00 55.50 57.A4 60. 08 6l-.15 r..349s 1.3696 1 .3898 1.4000 L095.64 Lt63.78 L232.80 L267 .63I T I I I I I T ;jI; T HOMOLOlO2OO6 SCHMUESER Pack Ver: LO-9-97 :055 GORDON MEYER Compute Time: 15:35249 Date z O4-O4-L998 t t I I I I I I T T T I T t I I t T I lype.... Pond Routing Summary Page 3.03 t nffi;:::: LADP4 Tag: 100 FiIe. . . . .\sanple\LADP4-D.PPK LEVEL POOL ROUrING SUMMARY r HYG Dir = .\sample\ I Inflow HYG file = LADPI-I-.HYG - DPI.I" l-00I outfl0w HYG file = LADPII.HYG - DPl.L Loo oUT loo I Pond Node Data = LADP4I Pond Vo1ume Data : LADP4 Pond Outlet Data = DP4.1 t No rnfiltration INITIAL CONDTTIONS Startlng WS Elev = .00 ftStarting Volume = .000 ac-ft I Starting Outflow = .00 cfs I Starting Infiltr. = .O0 cfsStarting Tota1 Qout= .O0 cfs - Time Increment = .l-000 hrst INTLOW/OUTFLOW HYDROGRAPH St Ml,tARyt ;ffi=;il;Peak Inf low = 79.00 cf s at l-2.400O hrs Peak Outflow = 32.07 cfs at l-2.9000 hrs Peak Elevation = 3.06 ft Peak Storage = 2.453 ac-ft !,IASS BALANCE (ac-ft)II + rnitial vo1 = .ooo+ HYG VoI IN = 9.335 I Infiltration : .000r:fi::"I;luoYl: ':3;3 I Unrouted VoI = -.OOO ac-ft (.O0Ot of fnflow Volune)I I WARNfNG: Inflow hydrograph truncated on left side.I I f s/N: Houolor-o2oo6 scHMUESER GoRDoN MEvERI Pond Pack Ver: 1,O-g-97 :055 Cornpute Time: l-5: 35:49 Date: 04-04-L998 t T I t I T T T I I t t I I T I T t I I T I I T I t I Type.... Name. . . . Fi1e.... Tiure hrs Pond Routed HYG (total out)LADP4 fag: L00 . \sanple\LADP4-D. PPK POND ROUTED TOTAL OTJ'IFLOW HYG. . HYG file = .\sample\LADpt_j-.HYG HYG ID = DPL.1 1-OO OUT HYG Tag = 100 Page 3.04 (cfs) = .l-000 hrsfirst value in each rohr. Peak Dlscharge =Tine to Peak = HYG Volume = 32.07 cfs 12.90O0 hrs 9.335 ac-ft HYDROGRAPH ORDINATES Output Time increment Time on left represents time for t t I T t I I I T T I I t_L.0000 L1-.5000 L2.0000 12.5000 L3.0000 13.5000 14.0000 1_4.5000 15.0000 l-5.5000 16.0000 16.5000 1-7.0000 L7.5000 1.8.0000 18.5000 1"9.0000 19.5000 20.0000 20. s000 21.0000 21.5000 22.0000 22.5000 23 .0000 23.5000 24.0000 24.5000 25.0000 25.5000 .00 .98 1.85 t9.77 31.89 26.20 20.03 L5. 51 L2.45 LO.49 s.97 7.91 7.06 6.35 5.92 5.60 s.09 4.75 4.51 4.36 4.25 3.90 3 .63 3.44 3 .09 2.65 2.35 L.76 1. r.1 .00 .90 .99 2.68 25.65 3L. L6 24.83 19.01 L4.74 L2.02 t-o. l_8 8.7L 7.76 6.89 6.25 5.86 5.48 5.01 4.69 4 .49 4.33 4.20 3.84 3.59 3 .4L 3.01_ 2.57 2.25 1.65 t.o7 .00 .94 .99 4.L9 29 .44 30. r-3 23 .45 L8. o6 L4.o6 1L.63 9.89 8 .47 7.6L 6.73 6.16 5.79 5.37 4.94 4.64 4 .45 4.3L 4.L2 3.78 3 .55 3.35 2.94 2.5L 2.LO L.42 1.0s .00 .96 L.L7 7.36 3t .37 28.87 22.L8 77.L6 L3.45 Lt.24 9.59 8.27 7.44 6,59 6.07 5.74 5.27 4.87 4.60 4 .4L 4.29 4.O4 3.73 3 .51 3.25 2 .83 2.45 l_.98 1.27 1".03 .00 .97 L.46 t2.96 32.07 27.54 2L.07 16.3r- L2.92 1_0.84 9.27 8. 08 7.24 6 .46 6.00 5.68 5. l_8 4.81. 4.55 4.39 4.27 3.97 3 .68 3.47 3.L7 2.73 2.39 L.86 1.18 .84 .00 S/N: H0MOLO1O2006 SCHMUESER GORDON MEYER Pond Pack Ver: LO-9-97 :055 Compute Time:15:35:49 Date: O4-O4-1998 I I T T T t I T I T I T I I T I T T t T I T I I Type-... Name.... I']'l.e. . . . HYG DiT HYG file TR-55 Tabular Hyd.SummaryDPl-.l Tag: l-OO . \sarnpl e\LADPI- -D . PPK = .\sample\: LADPI-D.HYG LADPI-D l-00 Page 2.08 DP t I PIND Q tt T itt) t) L Ab6/ , 0,/ i/ TR-55 TABULAR HYDROGRAPH METHOD TYPE II Distribution 100yr, 24hr Rainfall DePth = 2.4O in Composite Hydrograph Summary (cfs) D:!:!ir!i:r Ll. o 11.3hr hr 1L.6 i-L.9 L2.Ohr hr hr L2.L hr t2.2 hr L2.3 L2.4hr hr 51 L2 30 L2 6 3 L4 8 3 1 t_200L 0 1 0 L.1 L.2 DP I:634222taITo I (cfs) Subarea L2.5 L2.6 L2.7 L2.8 13.0 L0 I 65 3. hr 2h 2 L3 .4 hr 13 .8 hr 13 2 3.6 hr /6 15 2 w-----Lg 2 [313__Tota1 (cfs)6.v .g " L/ t a<) I 2) ?k L7 1s3t zt7.9 PT :E 7-T <1- 22' ??. SubareaDescription l_4.0 hr L4.3hr L4 .6 hr 15.0 hr 15.5 hr 16.ohr 1_6.5 hr L7.O L7 .5 hr hr f- DP 5 t 5 1 6 1 6 L 7 1 8 1 9 L 10 L l-L L L.1 L.2 101LL2talt;(cfs) I Subarea Description 18.0 hr 19. O hr 20.o hr 22.O 26.Ohr hrI 0 0 3 0 4 I 4 1 5 l_ .1 .2 aI DP1 {:: T (cfs) S/N: H0I{0L0102006 SCHMUESER Pond Pack Ver: LO-9-97 :055 GORDON MEYER Compute Time: L7 z02:36I t Date: 04-03-1998 Z? o,)*ah tu? t I I T I T t I I T I T T I t T I I T T T T I I I t I T I I I I T T T T t I I I t I I t T I I t T T T I T I I T T 25I I T I Type.. -. Name. . . . Fi1e. . . . HYG DiT HYG file Subarea Description TR-55 Tabular Hyd.InputLADP22 Tag: . \saurpl e\LADP4 -D . PPK: .\sample\: I'ADP22.HYG 2.2 25 AREA ( acres ) Tc *Tt (hrs) (hrs) Page L.01- TR-55 TABULAR HYDROGRAPH METHOD TYPE II Distribution 25yr, 24hr Rainfall DePth : 2.2O in Total Area = L95.8OO acres or .305937 sq.mi. Peak Discharge = 64 cfs Precip. I Runoff la/p(in; I (in) input/used DP2.2 l-95.800 75.A .5000 .0000 2.2O I .48 r.3o .30 * Trave1 time from subarea outfall to composite watershed outfall point. I Subarea where user specified interpolation between Ia/p tables. l t Subarea Description Values Rounded*Tt Tc (hrs ) (hrs ) Values la/p,t Tt Interpolated(hrs) (Yes/No) Input Tc (hrs ) Ta/p Messages 'P2.2 .5000 .0000 ****Yes ll [:';"*.']]E :ili.:x?:'ii I I T T I outfall to composite watershed outfall point. the hydrograph tables. S/N: II0M0L0L02006 SCHI.IUESER GoRDoN I.IEYER Pond Pack Ver: LO-9-97 :055 Conpute Time:. L4z25z4L Date: 04-04-l-998 ! r I t I I I t t I I I I T I T I I t I I 7 7 7 7 7 6 6 6 6 6 6 6 6 6 6 5 5 5 5 5 5 5 5 5 5 4 4 4 4 4 4 4 4 4 4 4 4 4 Date: 04-04-L998 I I T T T I I I I I I I I t I I T Type.... Name.... File. . . . HYG DiT HYG file TR-55 Tabular Hyd.TotalLADP22 Tag: 25 . \sample\LADP4-D. PPK = .\sample\ = LADP22.HYG 2.2 25 Page L.Oz TR-55 TABULAR HYDROGRAPH METHOD TYPE II Distribution 25yr, 24hr Rainfall Depth : 2.2O in COUPOSITE OUTFALL HYDROGRAPH Tine (hrs ) Flow(cfs)Time (hrs) FIow(cfs) LL.0 l-1. t LL.2 11.3 l_1.4 L1.5 Lt .6 Lt.7 1.1 .8 l_1.9 12.0 L2.L L2.2 L2.3 L2.4 L2.5 L2.6t2.7 L2.8 L2.9 13.0 13.l- L3.2 l_3. 3 L3.4 13.5 L3.6 L3.7 13.8 i_3.9 r.4.0 l-4.1 L4.2 14. 3 L4.4 L4.5 L4 .6 L4.7 o 0 0 o o 0 o 0 0 0I 8 23 46 64 64 56 44 35 29 23 20 L7 15 L4 13 L2 L1 Lo t_o 10 9 9 8 8 7 7 7 14.8 14.9 l_5.0 15.1 L5.2 15.3 L5.4 15.5 1_5.6 L5.7 15.8 15.9 16.0 16.l- L6.2 t_6.3 L6.4 16.5 L6.6 L6.7 16.8 L6.9 L7.O L7.L L7 .2 L7.3 L7 .4 L7.5 L7.6 17.7 L7.8 L7.9 18.0 l-8. L 18. 2 18. 3 L8.4 18.5 I s/N: HoMolor.o2oo6 scHr{UESER GoRDoN MEvER! Pond Pack Ver: 10-9-97 :055 Compute Time: 14:2524L I T t T T I I I T T T I I I I T T I I t I I T I t I T T T T I I I T I t I T I Type.... Name.... File.... HYG DiT HYG file TR-55 Tabular Hyd.TotalLADP22 Tag: 25 . \sample\LADP -D. PPK = .\sample\ = LADP22.HYG 2.2 25 Page l-.03 Flow(cfs) 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1_ 1 l- L L 1 L t L L t 1 t- o o 0 0 o o TR-55 TABULAR HYDROGRAPH METHOD TYPE II Distribution 25yr, 24hr Rainfall DePth = 2.2o in COMPOSITE OUTFALL HYDROGRAPH Flow(cfs) 18. 6 L8.7 l-8.8 1_8.9 1_9.0 l-9.1 L9.2 L9.3 l_9.4 L9.5 19.6 L9.7 19. B L9.9 20.0 20.L 20.2 20. 3 20.4 20.5 20.6 20.7 20. B 20.9 2L.O 2L.L 2L.2 2L.3 2L.4 2t.5 2L.6 2L.7 21.8 2L.9 22.O 22.L 22 .2 22.3 S/N: HoMoL0l-02Oo6 SCHMUESER GoRDoN MEYER Pond Pack Ver: LO-9-97 :055 Compute Time: L4:25:41 Time (hrs ) Time (hrs ) 22.4 22.5 22 .6 22.7 22.8 22.9 23.0 23.L 23.2 23.3 23 .4 23.5 23.6 23.7 23.8 23.9 24.O 24.L 24.2 24.3 24 .4 24.5 24.6 24.7 24.8 24.9 25.0 25.L 25 .2 25.3 25.4 25.5 25.6 25.7 25. 8 25.9 Date: 04-04-1998 T T I T I I t t t T T T I T T T T T T I Type.... TR-55 Tabular Hyd.Input Data I ttirne. .. . LADP22 Tag: l-00 File. . . . .\sample\LADP4-D.PPK I HYG Dir : .\sample\ I HYG f ile : LADP22.HYG 2.2 1-OO Page l-.04 r rR-55 $t3H"H HISH?ffiltoI""ooI 100yr, 24hr Rainfall Depth = 2-4o in I Total Area = 195.800 acres or .305937 sq.mi. I Peak Discharge = 80 cfs r-------I Sutrarea AREA CN Tc * Tt Precip. I Runoff Ta/p -Description (acres) (hrs) (hrs) (in) | tin) input,/used1___---:-------lonr., 195.800 z5.o .5ooo .oooo 2.4o I .sg r-28 .28 l* Travel time from subarea outfall to composite watershed outfall point. tf -- Subarea where user specified interpolation between la/p tables. T T Input Values Rounded ValuesTc *Tt Ec *Tt(hrs) (hrs) (hrs) (hrs) Ta/pInterpolated la/P ( Yes,/No ) Uessages SubareaDescription P2.2 .5000 . 0000 **Yes Travel tirne from subarea outfall to composite watershed outfall point. Tc & Tt are available in the hydrograph tables. HOUOLO1O2006 SCHMUESER GORDON MEYER Pack Ver: LO-9-97 :055 Compute Timez 14:25:.41 Date: 04-04-1998 ** *l. I t I I t t ;ix; I T I T I t T T I I T t T T I I t T T t 5 5 5 5 5 5 5 5 5 5 5 5 5 4 in L2 31 59 80 80 69 54 43 35 28 24 2t t_9 L7 L6 t4 13 L2 t2 t1 L1 10 10 10 9 9 9 T I I I I I I I I T I I t T t I T t I Type.. -. Name. . . . File.,.. HYG DiT HYG file TR-55 Tabular HYd.Tota1LADPzz Tag: l-00 . \sample\LADP4-D. PPK = .\sample\ = LADP22.HYG 2.2 100 Page l-.05 TR-55 TABULAR HYDROGRAPH METHOD TYPE II Distribution 1-00yr, 24hr Rainfall DePth = 2.4O COMPOSITE OUTFALL HYDROGRAPH Time(hrs) Flow(cfs) Time(hrs) Flow(cfs) 11.0 1_1.1 Lt.2 1_1 .3 r.1.4 1_1_.5 11.6Lt,7 L1.8 LL.9 L2.O L2.L L2.2 L2.3 L2.4 L2.5 t2.6 L2.7 L2.8 L2.9 13. O L3.l_ L3.2 13.3 L3.4 1 3.5 13.6 L3.7 13. g 1,3.9 14. O 14.l_ L4.2 ]-4.3 L4.4 L4.s L4 .6 L4.7 0 o 0 o 0 1 l_ t- L 1 3 14.8 L4.9 l_5.0 15.l_ L5.2 15.3 L5.4 1.5. s t_5.6 L5.7 15.8 15.9 L6.0 l_6. l- L6.2 16. 3 L6 .4 r-6.5 r-5 .6 16.7 t_6.8 1_6.9 1-7.O L7.L 17.2 L7.3 L7 .4 L7.5 L7.6 L7.7 L7.8 t7 .9 1_8.0 18. L L8 .2 l-8.3 18.4 r-8.5 I 8 B B I 7 7 7 7 7 7 7 7 7 7 6 6 6 6 6 5 5 5 5 S/N: H0M0LO102006 SCHMUESER GORDON MEYER Pond Pack Ver: LO-9-97 :055 Compute Timei L4i25:4L Date z O4-O4-l-998 I I I I T t T I t T t I t T I T T T I I I I t T I I I I I I I T I I I I I t Type. - . . Name.... File.. .. HYG Dir HYG file SrlN: Pond TR-55 Tabular HYd.Total LADPZ2 \aqz . \sample\LADP4-D. PPK = .\sample\ = LADP22.HYG 2.2 TR-55 LOOYr, 100 1"00 TABULAR HYDROGRAPH METHOD TYPE II Distribution 24hr Rainfall DePth = 2.4O Page l-.06 in COMPOSITE OUTT'ALL HYDROGRAPH Tine (hrs ) Flow(cfs) Tine(hrs) Flow(cfs) 18.6 ].8.7 18.8 L8.9 19.0 19.1 L9.2 19. 3 L9 .4 L9.5 L9.6 L9.7 J.9.8 19.9 20.0 20.t 20.2 20.3 20.4 20.5 20.6 20.7 20.8 20.9 21.0 2L.L 2L.2 2t.3 2t.4 2L.5 2L.6 2L.7 2L.8 2t.9 22,O 22.L 22.2 22.3 HOMOLOlO2OO6 SCHMUESER Pack Ver: LO-9-97 :055 GORDON },TEYER Compute Timez L4225:.4L 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 t- t L L t t L 1 L L l- t L 0 0 o o 0 0 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3 3 3 3 3 3 3 3 3 3 3 3 3 22 .4 22.5 22.6 22.7 22.8 22.9 23.O 23.L 23.2 23.3 23 .4 23.5 23.6 23.? 23.8 23.9 24,O 24.L 24.2 24.3 24 .4 24.5 24.6 24.7 24.8 24.9 25.0 25.L 25.2 25.3 25.4 25.5 25.6 25.7 25.8 25.9 Date: O4-04-1998 t I I t I I I t I I I I I I I T I I I I I T I Type. . . . Name.... File. . . . Tine hrs Tine-E1ev2.2 25 oUT . \sample\LADP4-D. PPK Tag: 25 Page L.01 TIME vs. ELEVATION (ft) Output Time increment = .L000 hrs Time on left represents tine for first value in each rosr. I I I T t t I t I I I T I I I Lt.0000 1l_.5000 L2.0000 1 2.5000 L3.0000 r_3.5000 1 4.0000 14.5000 15.0000 15.5000 L6.0000 16.5000 r-7. o00o 17.5000 t 8,0000 1 8.5000 L9.0000 19.5000 20.0000 20.5000 21.0000 21.5000 22.OOOO 22.5000 23.0000 23.5000 24.0000 24.5000 25.0000 2s.5000 .00 .00 .45 L.97 2.67 2 .43 2.L3 L.88 1 .69 t-.55 l-.45 L.37 1_.30 t.23 1".L7 1. L3 1 .10 L.08 1.03 l_. oo .97 .95 .94 .93 .89 .82 .79 .70 .57 .00 .00 .00 .72 2 .29 2.64 2.37 2.08 1.84 1.66 1. s3 L.44 1.35 L.29 L.22 1.1"6 t . L3 1. l_0t.08 L,O2 .99 .96 .95 .94 .93 .87 .82 .78 .66 .56 .oo .00 .00 .94 2.50 2.60 2.30 2.03 L.79 L.64 r_.5L t.42 1.34 1.28 L.2L l_. L6 1,.L2 1.10 1. 06 L.02 .98 .96 .94 .93 .92 .86 .81 .75 .62 .56 .00 .00 .00 L .20 2.62 2.55 2.24 1.98 L.76 t_.61_ L .49 r_.41 L.32 L.27 1.20 L.15 L. l_L 1. O9 1-.05 1.0L .98 .96 .94 .93 .9L .84 .80 .74 .60 .56 .00 .oo .oo r..58 2.67 2.49 2.L8 1.93 L.72 1.58 L .47 1-.39 1.31- t.25 L.18 1. t-4 1. l_r. 1. 09 1.04 L. oo .97 .95 .94 .93 .90 .83 .79 .72 .58 .52 .00 S/N: HOI.{OLOl-02006 SCHMUESER Pond Pack Ver: LO-9-97 :055 GORDON MEYER Conpute Timez 1-4:30:56 Date: 04-04-l-998 I t I T I I I T I I I t t t I I T I I I I I I Type.... Time vs. Volume Name.... 2.2 25 OUT tag: 25 FiIe. . . . .\sample\LADP4-D.PPK Tine hrs Page 2.0L TIME vs. voLUI'{E (ac-ft) Output Time increment = .1000 hrs Time on left represents time for first value in eaeh rolil. I t I I I I I I t I I I t I I t_L.0000 1-L.5000 l-2.0000 12.5000 13 .0000 13.5000 1_4. OOOO 14.5000 r_5.0000 L5.5000 r-6.0000 L6. s000 r-7.0000 l_7.5000 1 8. o000 L8.5000 L9.0000 19.5000 20. oo00 20.5000 21. OOOO 2L.5000 22.0000 22.5000 23 . OOO0 23 .5000 24.0000 24.5000 25, OOO0 25.5000 .000 .000 .00L 1.208 L.996 L.7L7 r.378 L. 107 .901 .755 .650 .562 .49t .424 .362 .320 .292 .270 .220 .L82 .t57 .LAL .131- .L24 .095 .061- .046 .o20 . oo4 .000 .000 .000 .o25 L,564 t_.965 L.647 L.320 3-.O57 .870 .730 .633 .545 .480 .409 .352 .314 .287 .262 .2L2 .L76 .L54 . L39 .L29 .123 .086 . o57 .041_ . 013 . oo4 .000 .000 .000 .130 1.803 1.9r.4 L.576 L.264 L.01_L .842 .708 .618 .530 .469 .395 .343 ,308 .282 .25L .203 .L7L .150 .L37 .L28 .118 .077 .053 .034 .008 .003 . o00 .000 .000 .386 1.934 L.853 L.505 L.2LO .97L .81_3 .687 .601 .51_6 .456 .384 .335 .302 .278 .240 .L96 .L66 -]-47 , L35 .L26 .LLz .07L .051_ .o28 .006 . oo3 . ooo .000 .000 .779 L.992 L.788 t_.438 1_. t-58 .934 .783 .667 .581_ .503 .439 .373 .327 .297 .27 4 .230 .1_89 . r.61 .L44 .133 .L25 .10s .065 .048 .024 .004 .oo2 .000 S,ZN: HOMOLO].O2OO6 SCHMUESER GORDON MEYER Pond Pack Ver: tO-9-97 :055 Compute Time:1"4: 30:56 Date: 04-04-l-998 I t I T I T I I T T I I I t t I I I I 25 25 I I I T I T t I Type.... Pond E-V-Q Tab1e Name.... LADP4 Flle. . . . .\sanple\LADP4-D.PPK Page 3.01 HYG DiTInflow HYGOutflow HYG LEVEL POOL ROUTING . \sample\ LADP22.HYG - 2.2 LADP22.HYG - 2.2 25 LADP4 LADP4 DP4.1 =file =file = DATA OUT Pond Node Data = Pond Volume Data = Pond Outlet Data = No Infiltration INITIAL CONDITIONS Starting WS EIev : Starting Volume =Starting Outflow =Starting Infiltr. E Startlng Total Qout= Time Increment = .00 ft .0o0 ac-ft .OO cfs .0O cfs . O0 cfs .1000 hrs levatlonft Outflow cfs Storageac-ft Area acres Infilt.cfs Q Totalcfs zs/t + O cfsl t I I I t I t t I .oo .10 .30 .50 .70 ,90 1.1-0 L.30 1 .50 L.70 l_.90 2 .1-O 2.30 2.50 2.70 2.90 3. t_o 3.30 3 .50 3.70 3 .90 4. l_o 4.30 .00 .oo .L9 .76 L.69 2.94 4.53 6.40 8.55 1 0.96 L3.60 L6.46 19 .47 22.64 25.98 29.36 32.85 36.36 39.87 43.36 46.8L 50.15 53.07 .000 .000 . ooo .002 .o20 .104 .287 .49L .699 .911 L.L27 L.347 L.57L L.799 2.O3L 2,267 2.507 2,75t 2.998 3.250 3 .506 3.766 4.030 .00 .oo .L9 .76 l_ .69 2.94 4.53 6.40 8.55 1-0.95 t3.60 L6.46 L9 .47 22.64 25.98 29.36 32.85 36.36 39.87 43,36 46. Br. 50. 15 53.07 .00 .01 .31 L.2t 6.45 28.06 74.07 L25.29 L77 .7 4 23L .43 286.32 342.42 399.63 457.94 5L7 .40 577.87 639 .44 70L.98 765.49 829.94 895.33 96L.58 1028.38 S,/N: HOI'{OL0L02006 SCHMUESER Pond Pack Ver: LO-9-97 :055 .000r- .0008 .0041_ .0100 .2LL6 .6724 r_.0098 L.0295 L.O494 1.0695 1.0898 1.1_098 1,.t295 L.1495 1.1695 t_. L898 1.2098 L.2296 L.2495 L.2696 1.2898 l_.3098 L.3296 GORDON ttEYER Compute Time: l-4 .00 .00 .00 .00 .oo .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ,00 00 o0 00 00 00 o0 00 3O:56 Date: O4-04-1998 T I T T T T I I T T I I I T T I I T T I Type.... Pond E-v-Q Table Page 3.02 I uiine.... r..ADP4 File. . . . .\sample\LADP4-D.PI7K T LEVEL POOL ROUTING DATA I Inflow HYG file = LADP22.I{YG - 2.2 25t outflow HYG file = LADP22.I{YG - 2.2 25 oUT 25 I Pond Node Data = LADP4 I Pond Volume Data = LADPA Pond Outlet Data = DP4.l- I No rnfittration INTTIAL CONDITIONSI I Starting WS Elev = .llo ft Starting Volume = .0ll0 ac-ft I Starting Outf low = . tlO cf s I Startincr Infiltr. E .rl0 cfsIStarting Tota1 Qout= . t30 cf s Ti-me Increment = .1.000 hrs lr.r.aton Outflow StorarSe Area Infilt. A Total 2S/t + O ft cfs ac-f'E acres cf s cfs cfsr------- I 4.so 55. s0 4.zgg L.34s5 . oo 55.50 1095.64 4.70 57 .84 4.57 0 1.3695 .00 57 .84 LL63.78 r 4.so 60. o8 4.84'6 L.3898 .00 60.08 L232.80 I 5. oo 61.. i.5 4.98s 1.4ooo . oo 6l-.15 L267 .63 I T I s./N: HoMot.olo2ool ScHMUESER GoRDoN MEYER I pbnd Pack Ver: LO-g-g7 :055 Compute Tirne: l-4:30:56 Date: 04-04-1998 T I I I T I t I I I I I T T I t I t ! I T I I T 25 I T T T rype.... Name.... File. . . . Pond Routing Summar:yLADP4 Tag: . \sample\LADP4-D. PPK Page 3.O3 LEVEL POOL ROUTING SUUMARY . \sample\ Pond Node Data = Pond Vo1ume Data = Pond Outlet Data = No Infiltration INITIAL CONDITIONS HYG DiT Inflow HYG Outflow HYG =file =file = LADP22 . TIYG - LADP22.IIYG - LADP4 LADP4 DP4.1 2.2 2.2 25 oUT 25 25 L2.4O0O hrs 13.OOO0 hrs Starting WS Elev =Starting Volume =Starting Outflow =Starting Infiltr. E Startlng Total Qout= Time Increment = Peak Inflow Peak outflow .00 ft .000 ac-ft .00 cfs .00 cfs .rl0 cfs .l-Otl0 hrs = 64. r30 cf s at = 25.,48 cfs at INFLOW/OUTFLOW HYDROGRAPH lSUMIt{ARy lr lr lr lr lr lr lr lr lr+ lr- lr lr ll Peak Elevation Peak Storage = II{ASS BALANCE (aC-ft) = 2.67 ft L.9'96 ac-ft Initial Vol HYG VoI IN Infiltration HYG VOl OUT Retained VoI Unrouted VoI . oo0 7.868 .000 7.868 .000 .ooo ac-ft (.0004 of Outflow Volume) S/N: H0MOLOI-OZOOG SCH}{UESER GORDON MEYER Pond Pack Ver: LO-9-97 :055 Compute Time: L4:30:56 Date: 04-04-1998 I t I I I ! T T I T t I I I T T T I I I I t T t t I Type. . . . Name.... File.... Tlne hrs Pond Routed HYG (total out) LADP4 Tag: 25 . \sample\LADP4-D . PIPK POND ROUTED TOT'A'L OUTFLOW HYG... HYG file = .\sa:mple\LADP22.HYc HYG ID = 2.2 ,25 OUT HYG Tag = 25 Page 3.04 Peak Discharge '=Tine to Peak := HYG Volume := 25.48 t_3 . o000 7.868 cfs hrsac-ft Time on left represents oRDTNATES (cfs) increment = .1000 hrstine for first value in each row. H'YDROGRAPH O'utput Tine T T I T I t I I t T t T 1l-.0000 1r..5000 12. OO00 12.5000 13.0000 13 .5000 L4.0000 14.5000 L5,0000 15.5000 16. 0000 L6.5000 1_7. OO00 17.5000 L8.0000 18.5000 L9.0000 1 9.5000 20.0000 20.5000 2L.0000 21.5000 22.OOAO 22.5000 23 .0000 23 .5000 24.0000 24. sO00 25.0000 25.5000 .00 .00 .50 L4.66 25 .48 2L.5L L6.88 r.3. 35 L0.84 9. L9 8.04 7.L4 6.40 5.78 5 .22 4.84 4.57 4.40 4.00 3.70 3 .49 3.34 3.24 3.L7 2 .86 2 .46 2.25 L.71 L.09 .00 .oo .00 3.23 22.70 24.30 19.55 15.39 L2.L9 L0. L8 8.64 7.72 6.80 6.20 5.53 5.05 4.72 4 .49 4.24 3.87 3.61 3 .43 3.30 3.2t 3.11- 2.67 2.36 2.43 1.33 L.04 .00 .00 .00 5.44 24.59 23 .43 l-8.60 L4.69 L1.69 9.85 8.42 7.54 6.65 6.08 5.42 4.97 4.67 4.46 4. L6 3 .8r_ 3.57 3 .40 3.28 3.19 3. 03 2.60 2.32 1.91 1,.2L 1,.O2 .00 .oo .00 9 .46 25 .42 22.49 L7.69 1 4.00 LL.24 9.51 8.22 7.33 6.52 5.92 5.32 4.90 4.62 4.43 4.08 3.75 3.53 3.37 3.26 3.18 2.96 2.53 2.28 1 .80 t-.14 .82 .oo .oo .00 L.83 19.38 25.04 20.53 L6. LL 12.7 4 LO .49 8.91_ 7.87 6.96 6.29 5.65 5. 1_3 4.78 4.53 4.34 3.94 3.65 3 .46 3.32 3.22 3.L6 2.76 2 .4L 2.L6 1. s0 L.06 .00 GORDON MEYER Compute Time: S/N: H0UoL0L02006 SCHIIUESER P<rnd Pack Ver: LO-9-97 :055 14:30:56 Date:04-04-1998 I I I T I I I I I I I I t I T I t T I t I I I I Type.... Name. . . . !'11e. . . .Tit1e... HYG DiT HYG file TR-55 Tabular Hyd.Summary LADP2-D Tag: 25 . \sample\LADP2-D. ppk DEVELOPED = .\sanple\: LADP2-D.HYG LADP2-D 25 i\p)Z Page L.03 7 Potr/ fi;177''' L J,J1/ L ) c.5 4r TR-55 TABULAR HYDROGRAPH METHOD TYPE II Distribution25yr, 24lrr Rainfall Depth : 2.2O in Composite Hydrograph Summary (cfs) Subareaescription LL.0 11.3hr hr 1l-.6 11.9 12.0 L2.Lhr hr hr hr L2.2 hr L2 .3 L2.4hr hr 25 1 38 L2 0 19 L o 2 5 0 7 0 0 0 0 o o 0 0 0 00o0o0ffii Jtat ( crs )643tL2 I Subareascription L2.5 L2.6 L2.7 L2.8 13 . O L3 .2 13 .4 1 3.6 13.8hr hr hr hr hr hr hr hr hr *z: DP2.3 37 .u'l 63 45 WZ 90 48 253 LL2 45 34 25 19 L5 L2jvS frL25 135 5O 15 A^f 23 yr 25 Zrz 3 lsL05 a2 66 54t------fotar ( cf s ) 19{ L*{ Ls{ zg z}v tJq Lz{ Lo{ 84/0/ /3-7 rb) rt5 rb? ,5) r2b tob Subarea L4.O L4.3 1-4.6 15.0 15.5 16.0 LG.5 L7.O ;-Z.sDescriotion hr hr hr hr hr hr hr hr hrI n;:;tr2.1 t-1 9 I 7 6 5 5 4 4DP2.2 L4 11 s g z 6 6 5 545 37 3L 25 22 19 18 16 L4f3:1 2325293035404857701 (cfs)Tota t_ l:::::l::: Subarea 18.0 hr 19. O hr 20. o hr 22.O 26.Ohr hr DP I I 2.L S/N: H0M0L0102OO6 SCHMUESEITPond Pack Ver: tO-9-97 :055 GORDON MEYER Compute Time: l8:33i44 T Date:04-03-1998 T T T I T I T I T I I t t T T t t ! T T T T t Type.... Name.... .t'Lle. . . . Time hrs Time-E1ev2.2 100 ouT Tag: 1o0 . \sanple\LADP4 -D . PIIK ITIME vs. ELEVATTON (ft) Pagre L.0l- Output Time increment : .L0oo hrs Tlme on left represents time for first value in each row. I I I T I t T I T I I t I t I S/N: HOMoL0l-02006 SCHI'{UESER Pond Pack Ver: L0-9-97 :055 GORDON MEYER Compute Time: 1-4:.34:07 .00 .55 L.81 3. 08 2.83 2 .44 2.L3 r_.89 L.72 L.59 L.49 1.40 L.32 L.27 L.23 L.)"7 1.13 L,r.0 l_. o8 L.O7 1.03 .99 .97 .93 .87 .81_ .73 .59 .52 .00 t_1.0000 l-1.5000 1_2,0000 1-2 .5000 13.0000 13.5000 1-4.0000 1 4. s000 15.0000 t-5.5000 1_6. OO00 L6.5000 1 7.0000 17.5000 18. OOOO L8.5000 19.0000 l_9.5000 20.0000 20.5000 21. OO00 21.5000 22.OOOO 22.5000 23. OOOO 23.5000 24.0000 24.5000 25.0000 25.5000 .00 .45 .62 2.29 3.47 2.75 2.37 2.O7 L.85 L.68 L.57 L.48 l_.38 1.31_ L.26 1, .22 1.16 1-. r-3 r..10 1.08 L.O7 L.02 .99 .96 .92 .85 .81 .7L .58 .00 .00 .53 .80 2.67 3.03 2.67 2.30 2.02 l-.81 t-.66 L .55 L.46 L.37 r-.30 L.25 L.21, 1. L6 L.L2 L. l-0 L .08 l_ .06 L.0t_ .98 .96 .91 .84 .79 .69 .57 .00 .00 .54 L.02 2.9L 2.97 2.59 2.24 L.98 L.78 1.63 1.53 L.44 1 .35 L.29 t.24 L.20 t.l_5 1.1L L.09 L.O7 1. 05 l-.01 .98 .95 .90 .83 .77 .64 .56 .00 .00 .54 1.35 3.03 2.90 2.5L 2.L8 L .93 1.75 1.61_ L.52 L .42 t .34 L.28 1.24 1. L8 1.14 1. l_l_ L. 09 L.O7 L.04 1.00 .97 .94 .88 .82 .75 .61 .56 .00 Date: O4-04-l-998 T T T I I I I I t T t I I T T I I T T T t I I Type.... Time vs. Volume Name. .. . 2.2 100 OUT Tag: Fi1e. . . .,\sample\LADP4-D.Pl?K Time hrs Page 2.OL 100 TIME vs. VOLUME (ac-ft) Output Time increment = .L000 hrs Tlme on left represents time for first value in each row. t T I T T T I T t T I I t T T L1-. OOOO 11.5000 12.0000 l_2.5000 L3.0000 r-3.5000 14.0000 t-4.5000 15.0000 15.5000 1 6.0000 16.5000 17.0000 1,7.5000 L8.0000 L8.5000 19.0000 19.5000 20.0000 20.5000 21. OOOO 2L,5000 22. OOO0 22.5000 23.0000 23 .5000 24.0000 24.5000 25.0000 25.5000 . o00 .001- .008 t-.563 2.473 2.090 L .649 1.3r-9 L.O73 .895 .770 .67 4 .578 .501_ .449 .41_0 .353 .31_4 .287 .267 .253 .208 .L7 4 .1,52.lL7 .075 .053 .o22 . oo4 . ooo . ooo .002 .048 ),.994 2 .423 t-.998 L.57 4 L.263 1 .034 .865 .75L .656 .560 .489 .44L .397 .344 ,308 .283 .264 .246 .200 .L59 .L49 .l_L0 .069 . 046 .018 .004 .000 .000 .003 .205 2.275 2.352 L .904 L.503 1.21-3 .999 .838 .735 .639 .543 .478 .434 .38s .336 .302 .278 .26L .236 .193 .L64 .L42 .104 .054 .038 .01_0 .003 .000 .000 . oo3 .539 2.423 2.270 1.8L3 1".436 L.L64 .964 .813 .7L5 .620 .s28 .468 .427 .373 .328 .297 .27 4 .258 .226 .I-86 .160 . L33 .092 .059 .031 .007 .003 .000 .000 .003 1_.033 2 .48L 2.180 L.728 L.376 L.LL7 .928 .790 .694 .598 .5L4 .458 .420 .363 .32L .292 .27L .255 .2L7 .180 .156 .L24 .083 .056 .026 .00s .oo2 . ooo S/N: H0M0L0102006 SCHMUESER GoRDoN MEYER Pond Pack Ver: 1,0-9-97 :055 compute Tine: L4;342O7 Date: 04-04-L998 I I I I I t T t T T T T T T I I I I I I I t I I I T I Type.... Pond E-V-Q Table Name.... I"ADP4 File. . . . .\sample\LADP4-D.PPK Page 3 .01- HYG DiTInflow HYGoutflow HYG =file =file = Pond Node Data : Pond Volume Data = Pond Out1et Data = No Infiltration INITIAL CONDITIONS LEVEL POOL ROUTING DATA . \samplel\ LADP?2.TIYG - 2.2 LADPz2.}IYG - 2.2 ]-OO OUT LADP4 LADP4 DP4.1 100 Lo0 evationftI Starting WS Elev =Starting Volume =Starting Outflow =Starting fnfiltr. =Starting Total Qout= Time Increment = Outflow cfs .oo .000 .00 .00 .00 . L000 Stora<Je ac-f 'l! ftac-ftcfs cfs cfs hrs Area acres Infilt. cfs Q Totalcfs zs/t + O cfsI I t I I t T I I T .oo .10 .30 .50 .70 .90 1. l-0 1.30 1.50 L.70 1.90 2.LO 2.30 2.50 2.70 2.90 3 .1_0 3.30 3.50 3.70 3 .90 4. L0 4.30 .00 .oo .19 .76 1.69 2.94 4.53 6.40 8.55 10.96 13.60 t6.46 L9 .47 22,64 25.98 29.36 32.85 36.36 39.87 43.36 46. Bt 50.15 53.07 . oo0 . oo() .00(l . oo:2 .ozt) . Lo.4 .28'7 .49:t .69,.) .9L.1 L.L2'7 L.34',7 L.57,L 1.79,9 2.03L 2 .26',7 2.50'7 2.75L 2.998 3.250 3 .506 3.766 4.030 .00 .oo .L9 .76 L.69 2.94 4.53 6.40 8.5s 10.96 r.3 .60 L6.46 L9.47 22 .64 25,98 29.36 32.85 36.36 39.87 43.36 46.81 50.15 53.07 .o0 .oL .3L L.2L 6.45 28.06 7 4.07 L25.29 t77.74 23L.43 286.32 342 .42 399.63 457.94 5t7 .40 577.87 639 .44 701.98 765.49 829.94 895.33 96L.58 L028.38 .0001 .0008 .0041 .0100 .2LL6 .6724 1.0098 L.0295 L.O494 1.0695 1.0898 1_.1-098 r.L295 1. L495 1.1695 L.1_898 l_.2098 L.2296 L.2495 L.2696 L.2898 l-.3098 L.3296 GORDON MEYER Compute Tine: .00 .00 .00 .oo .00 .oo .00 .00 .00 .o0 .oo .00 .00 .00 .oo .oo .00 .00 .00 .00 .00 .00 .00 S/N: HOMOLOLO2006 SCHI'{UESER Pond Pack Ver: lO-9-97 :055 14:34:07 Date: 04-04-1998 T t T I I I T T T I T I I I T T T I t t T I t I I T T Type.... Pond E-V-Q Table Name.... LADP4 Fi1e. . . . .\sample\LADP4-D.PPK Page 3.O2 HYG Dir =Inflovr HYG file : outflow HYG file = Pond Node Data = Pond Volume Data = Pond Outlet Data = No Infiltration INIIIAL CONDITIONS LEVEL POOL ROUTING DATA . \samplet\ L,ADP2?.[IYG - 2.2 tADP2?.HYG - 2.2 100 ouT LADP4 LADP4 DP4.1 l-00 t_00 Starting WS Elev =Starting Volume =Starting outflow =Starting Infiltr. E Starting Total Qout=Time Incr:ement = .00 ft .000 ac-ft .00 cfs .oO cfs .00 cfs .1000 hrs levationft outflow cfs Storaqe ac-f1: Area acres Infilt. cfs Q Tota1 cfs 2S/t + O cfs I- T I I I I I T 4.50 4.70 4.90 5.00 55.50 57.84 60.08 61_. L5 4.2913 4.571) 4.84rj 4.98|i L.3495 t_.3696 1_.3898 1.4000 55.50 57.44 60.08 61_. L5 to95 .64 LL63.78 L232.80 L267.63 .oo .00 .00 .00 T ;#;HOMOLOlO 2OO6 SCTIMUESER Pack Ver: LO-9-97 :055 GORDON MEYER Compute Time: 14:34:o7 T Date: 04-04-1998 I T T I I I t I T I T T I I I T T T I I I T I I T T Type.... Pond Routing Summary Name..,. I"ADP4 Tag: 100 Fi1e. . . . .\sanple\LADP4-D.PIIK LEVEL POOL ROUTING SWMARY HyG Dir = .\sample\Inflow HYG file = LADP22.IIYG - 2.2 Page 3.03 l_00 Outflow HYG file = LADP22.IIYG - 2.2 l-Oo OUT LOO Pond Node Data : I"ADP4 Pond Volume Data = LADP4 Pond Outlet Data = DP4.1 No Infiltration TNITIAL CONDITIONS Starting WS EIev = .00 ftStarting Volume = .000 ac-ft I Starting Outf lord = .00 cf s t Starting Infiltr. = .00 cfsStarting Total Qout= .00 cfs - Time Increment = .1000 hrsI T I T INFLOW/OUTFLOW HYDROGRAPH SUMMARY Peak Inf low = 8O. OO cf s at l-2.4O00 hrs Peak Outflow = 32.,17 cfs at L2.9OO0 hrs Peak Elevation = 3.08 ft Peak Storage = 2.48L ac-ft MASS BALANCE (ac-ft)II + rnitial vol = .ooo+ HYG VoI IN = 9.455 - Infiltration = .000I - HYG vor our = 9.4s5r - Retained Vol = .ooo I Unrouted VoI : -.OOO ac-ft (.OOO% of fnflow Volune) I T I s/N: Houot,or.o2006 scHr.ruEsltR GoRDoN MEvERI Pond Pack Ver: LO-9-97 :055 Conpute Time: 14:34207 Date: 04-04-L998 I I T t T I T I T T T t t I T t T t T T T I I I t T T Type. . Name. . File. . Pond Routed HYG (total out) LADP4 Tag: 10o Page 3. 04 (cfs) = .1000 hrs first value in each row. . \sample\LADP4-D. PPK POND ROUTED IOT]TL OUTFLOW HYG... HYG file = .\sample\LADP22.HYG HYG ID : 2.2 l-00 OU! HYG Tag = l-00 Peak Discharge ==Tine to Peak := HYG Volume ;3 32.47 12.9000 9 .455 cfs hrsac-ft Tine hrs H:IDROGRAPH ORDTNATES Orrtput Time increment Ti.me on left represents time for T I T t I T I I t I I t S/N: I{OI,IOLO].02006 SCHI,IUESER Pond Pack Ver: LO-9-97 :055 GORDON MEYER Compute Timez L4z34z07 .00 .97 L2.46 32 .47 28. r_3 2L.66 r.6.85 L3 .47 1L.t6 9.59 a .49 7.5L 6.64 6.10 5.75 5.23 4.84 4.58 4.40 4.28 3.98 3 .68 3 .48 3.L7 2.7 4 2.40 1.86 1.18 .84 .00 1-L.0000 L1.5000 12.0000 l-2.5000 t_3.0000 13 .5000 l_4.0000 14.5000 1.5. OOOO L5.5000 l-6. oooo 16.5000 17.0000 L7.5000 18. OO00 L8.5000 19.0000 L9.5000 20.0000 20.5000 21.0000 2L.5000 22.OOOO 22.5000 23 .0000 23.5000 24,0000 24.5004 25.0000 25.5000 .oo .50 L.34 L9.37 32.36 26.83 20.56 16.L0 L2.95 LO.77 9.36 8.29 7.30 6.50 6.02 5.66 5.14 4.78 4.53 4.37 4.26 3.91- 3.63 3 .44 3.09 2.65 2.35 L.76 1. r_L .00 .00 .90 2.29 25.45 3t.64 25. 50 L9.52 L5.37 L2.47 1_0.43 9.1,5 8. L0 7.LL 6.38 5,95 5.54 5.06 4.72 4.50 4.35 4.2L 3.85 3.59 3.41 3.Ol_ 2.57 2.25 L.65 L.O7 .00 .oo .94 3.88 29 .48 30,60 24.L6 L8.57 L4.72 L2.04 10.l-3 8.95 7.93 6.94 6.28 5.88 5.43 4.98 4.67 4.46 4.32 4. l-3 3.79 3.55 3.35 2.94 2.5L 2.LL L.42 t-. 05 .00 .00 .96 6.90 3L.64 29 .40 22.85 L7.67 14.09 r-1.60 9.8s a.73 7 .73 6.78 6. L9 s.81_ 5.32 4.91 4.62 4 .43 4. 30 4. 05 3.733.sI 3.26 2.83 2.45 1.98 t .27 1.03 -00 Date z O4-O4-l-998 I T T T t I t I T t I I t I I I t T I Z Z 12ott t) -,i,::Lt'-rt6G1, I ,5 ,';,'( 5 T T I I T Type. . . . Name. . . . File. . . . Tit1e. . . HYG DiT HYG file fR-55 Tabular HYd. SLrmmary LADP2-D 'Iag: 100 . \sample\LADP2-D . PP.k DEVELOPED = .\sample\ = I"ADP2-D.HYG LADP2-D 100 Page 1.09 DP TR-55 TABULAR HYDROGRAPH METHOD TYPE II Distribution 100yr, 24hr Rainfall DePth : 2.4O in Composite Hydrograph Summary (cfs) Subarea LL.O LL.3 11.6 11.9 L2.O L2-L L2.2 12.3 L2'4 Description hr hr hr hr hr hr hr hr hr ;;;:;-- ------;------;------;------;------;------;------;-----;;-----;;- lir.2 o o o L l- 1 L 1 4 DP2.3 l- L 2 3 4 6 L4 30 55 totar (cfs)9t-4822l_o t-Subarea L2.5 L2.6 L2.7 L2.8 L3. O L3 .2 13.4 13.6 13.8 hr hr hr hr hr hr hr hr hrDescription 47 57 59 55 4l-30 23 18 15 f, -ffy. z{'/ -q{ , *T tQ Stzf &g 32 2{ ) t 2L P2 .3 87 t20 L47 163 L70 L32 LO2 8L 66 P2.l P2.2 lotal (cfs, ,r- 3,rf 24O 237 ?fr >r€ L,E ).fl LOz 1----- ::-: ::: :::- ':: c: " ':' :: Subarea 14.0 L4.3 L4.6 15.O L5.5 16.0 l-6.5 L7.O L7'5 -Descrintion hr hr hr hr hr hr hr hr hr I-_____:___-_--lpz.t L3 tL s I 7 6 6 5 s DP2.2L?131L9I7765lpz.3 55 44 37 30 26 23 2L 19 L7r------ Total (cfs) I 34364757688541 30 27 h:i:!i:!i:: 18.0 hr L9. o hr 20.o hr 22.O 26.Ohr hr DP2.1 T I ;#;HOMOLOlO2OO6 SCHMUES:ER Pack Ver: LO-9-97 :055 GORDON MEYER Compute Time: 18233244 t Date: O4-03-1998 T T t I T rl II rl rl rl rl rl il rl rl :l DESIGN POINT #3 DETENTION ROUTING T I I lrlr lr lr lr t: l: l: lr t: t I I I T I I I I I I I I T I I I I I I Type.... Hydrograph Name.... 3.1 Tag: Fi1e. . . . .\sample\LADP31.HYG HYG file : .\sample\LADP3L.HYG HYG ID = 3.1 HYG Tag = 25 Page 1,01 (cfs) = .1-000 hrsfirst value in each rohr. 25 Peak Discharge = Time to Peak : HYG Volune = 29.OO cfs L2.4OOO hrs 3.41-3 ac-ft Time hrs HYDROGRAPH ORDINATES output Tine increment Time on left represents time for I I I IT lr lr lr lr lr l: l: lr lr t' 11.0000 1I_.5000 L2.0000 12.5000 13. OOOO L3.5000 1,4.0000 14.5000 15.0000 15.5000 16.0000 16.5000 1.7.0000 L7.5000 18.0000 18.5000 1.9.0000 19.5000 20.0000 20.5000 2L. OO00 21.5000 22.0000 22.5000 23 .0000 23.5000 24.0000 24.5000 25. 0000 25.5000 .00 .00 1.OO 29.OO 1_O.00 6.00 4. O0 3. O0 3. O0 3. OO 2.OO 2. O0 2.OO 2.OA 2.00 2.00 2.00 2.00 L. O0 1. O0 l_. oo 1.00 1 ,00 l_. o0 1.00 1 .00 .00 .00 .oo .o0 .00 .00 4.00 25.00 9. OO 5.00 4. O0 3.00 3. O0 3.OO 2.00 2.OO 2.00 2.OO 2.00 2.00 2.OO 1-. OO 1.00 1.00 1.00 1.00 1.00 1. OO 1. O0 1.OO .00 .00 .00 .00 .00 .oo Ll.00 20.00 8. O0 5.00 4.00 3.00 3,00 3.OO 2.00 2.OO 2.00 2. OO 2.00 2.00 2.OO 1. O0 1 .00 l_.00 1.00 1.00 1.00 l_. oo 1. OO 1.00 .00 .00 .00 .00 .00 .00 2t.oo L6.00 7.00 5. O0 4.00 3.00 3.00 2. OO 2.00 2.OO 2.00 2.00 2.OO 2,OO 2.00 1.00 L.00 1_. O0 1.00 L.00 L.00 1. OO 1,. O0 L. O0 .00 .oo .00 .00 .00 .00 29.00 13.00 6.00 4.00 4.O0 3 .00 3.00 2.OO 2.00 2.OO 2. OO 2.OO 2. O0 2.OO 2. O0 L.00 L.00 1. O0 1.00 1 .00 1_.OO L. oo 1.00 1. O0 .00 .00 .oo .00 S/N: H0I{0L0102006 SCHMUESER Pond Pack Ver: LO-9-97 :055 GORDON I,IEYER Compute Time: l-6 :252O5 Date: 04-04-1998 I I T rl rl II rl :l :l :l :l I I I I t I T Type.... Hydrograph Name.... 3.1 Tag: File. . . . .\sample\LADP31.HYG HYG file = HYG ID = HYG Tag = 100 .\sample\LADP31.HYG 3.1_ 100 Page L.O1 Peak Discharge = Time to Peak = HYG Vo1ume - 35.00 1 2.4000 4.L65 cfs hrsac-ft Tine on left represents oRDINATES (cfs) increment = .1000 hrs tine for first value in each row. HYDROGRAPHoutput TineTime hrs I t I I I I I I I I 1L. 0000 LL.5000 L2.0000 L2.5000 L3,0000 13.5000 14.0000 14.5000 15.0000 1 5.5000 l_6.0000 16.5000 L7.0000 L7.5000 18. oo00 18.5000 19. 0000 1.9.5000 20.0000 20.5000 21,.0000 2L.5000 22.OOOO 22.5000 23.0000 23.5000 24.0000 24.5000 25. OO00 25.5000 .00 .00 2.00 36. OO l_3.00 7.00 5.00 4. OO 4.00 3. OO 3.00 3. OO 2.OO 2. OO 2. O0 2.00 2.00 2.OO 2. O0 2.OO 2.00 1.00 L. o0 L.00 1 .00 1. OO .00 .00 .00 .00 .00 .o0 6.00 3L.00 11.00 5.00 5.00 4. O0 4.00 3. OO 3 .00 3.00 2.00 2.OO 2.OO 2.00 2.OO 2.00 2.00 2.OO 1 .00 1.00 1.00 1. OO 1.00 L. oo .00 ,00 .00 .00 .00 .00 L4. o0 24.OO 9. O0 5.00 4.00 4. OO 4.00 3. OO 3 .00 3.00 2.00 2.OO 2. O0 2. OO 2.OO 2.00 2.OO 2.OO 1. OO 1. O0 t_.00 L. OO L.00 l-. o0 .00 .oo .oo .o0 .oo L. o0 27.OO 19. OO 8.00 5.00 4.00 4.00 3.00 3.OO 3.00 2.OO 2.OO 2. OO 2.OO 2. OO 2.00 2.OO 2. O0 2.OO 1.00 L.00 1.00t.oo l_. oo 1. OO .00 .oo .00 .00 .oo L.00 36. O0 16.00 7.OO 5.00 4.00 4. OO 3 .00 3.OO 3.O0 2.00 2.00 2.OO 2. OO 2.OO 2.00 2.00 2.00 2. O0 l-.00 1.00 L.00 L.00 1.00 t_.00 .oo .00 .00 .00 I s,zN: Pond I IiOMOLOIO2006 SCHMUESER Pack Ver: LO-9-97 :O55 GORDON I,IEYER Compute Tirne : l-6 : 26:59 Date: O4-04-l-998 I I t I t I I I I I I I t I T I I T I Type. . - . Name. . . . File. . . . Time hrs Time-EIev3.1 25 oUT . \sanple\LADP4-D. PPK Tag: 25 Page L.0l- TIME vs. ELEVATION (ft) OutPut Time increment = .l-000 hrs Tine on left represents time for first value in each row. I I I T T lr lr lr lr lr lr lr t: lr lr lr l: Lt_.0000 r.1.5000 1-2.0000 1.2.5000 L3.0000 L3.5000 14.0000 14.5000 L5.0000 t_5.5000 1 5.0000 16.5000 17.0000 17.5000 18.0000 18. s000 19.0000 L9.5000 20.0000 20.5000 21.0000 2L.5000 22.0000 22.5000 23 .0000 23. s000 24.0000 24.5000 25. 0000 25.5000 .00 .00 ,45 1-.34 L.69 1-.59 L .43 L.3L L. L9 t-.1L 1.03 .95 .90 .83 .79 .77 .76 .76 .64 .56 .55 .55 .55 .s5 .55 .55 .51 .00 .00 .00 .00 .00 .64 L .49 1.68 1 .56 1.40 1,.28 L.L7 t.L0 1.01" .94 .89 .82 ,79 .77 .76 .75 .61 .56 .55 .55 .55 .55 .55 .55 .00 .oo .00 .00 .00 .00 .80 L.60 L.57 L.52 L.38 L.25 t_.15 1_.08 L.00 .93 .87 .81 .78 .7't .76 .73 .59 .56 .55 .55 .55 .55 .55 .55 .00 .00 .00 .00 .00 .oo .97 L.66 L .64 1.50 L. 35 L.23 L.L4 L.O7 .98 .92 .86 .81 .78 .77 .76 .7L .58 .55 .55 .55 .55 .55 .55 .55 .00 .00 .o0 .00 .00 .00 1.. L5 1,.69 L.62 L.47 L.33 L.2L L.L2 L,05 .97 .91 .84 .80 .78 .76 .76 .59 .57 .55 .55 .55 .55 .55 RE .55 .00 .00 .00 .00 S/N: H0l,t0L01-02006 SCHI{UESER Pond Pack Ver: 70-9-97 :055 GORDON MEYER Compute Time:13:32246 Date: 04-04-L998 I I t II rl rl rl rl II II II :l :l rl tl I t T T Type. Name. File. Tine vs. Volume 3. r. 25 oUT Tag: . \sample\LADP4-D. PPK TIME vs. voLUME (ac-ft) Page z.OL Ti-me hrs 25 Output Time increment = .1OOO hrs Time on left represents time for first value in each row. I I I T I I T I I t I I t I ! L1.0000 11.5000 r-2.0000 1_2 .5000 1_3 .0000 13.5000 1-4. OOO0 L4.5000 15. 0000 r-5.5000 16. OO00 l-6.5000 1-7.0000 17.5000 l_8.0000 18.5000 19.0000 L9.5000 20.0000 20.5000 2L . OOOO 2L.5000 22.OOAO 22.5000 23.0000 23.5000 24. 0000 24.5000 25. OOO0 25.5000 .000 .000 .001 .531 .90s .790 .630 .497 .378 .297 .2L5 . L45 .105 .065 .048 .040 .o37 .035 .010 .003 . oo3 .003 .oo3 . o03 .003 .003 .002 .000 . oo0 . ooo . o00 .000 .010 .69]- ,894 .758 .599 .469 .359 .284 .198 .l_35 .095 .060 .046 .039 .035 .o32 .007 .003 . oo3 .003 . oo3 .003 .003 .003 .000 .000 .000 .000 . ooo . o00 .050 .802 .876 .725 .57L .444 ,342 .270 .L82 .]-26 .085 .o57 .o44 .039 .036 .026 .005 .003 . oo3 .003 .003 .003 .003 .003 .000 .000 .000 . ooo .000 .000 .160 .867 .852 .595 .546 .420 .325 .254 .168 .11_8 .477 . o53 .043 .038 .035 .o23 .004 .003 . oo3 .003 . oo3 .003 .003 .003 .000 .000 .000 . ooo ,000 .000 .340 .899 .822 .663 .522 .398 .3r.1 ,234 . L56 . LLl_ .o7L .050 .041 .o37 .035 .018 .004 .003 . oo3 .003 . oo3 .003 . oo3 . oo3 .000 . oo0 . ooo ,000 S/N: II0MOL0l-02006 SCHMUESER Pond Pack Ver: 1-0-9-97 :055 GORDON MEYER Compute Time: 13:32:46 Date: O4-04-l-998 I I I I t T I T t T t I I I T I I t t 25 25 T t I T T I I t I r I T T I I T I T T Type.... Pond E-V-Q Table Name.... LADP4 File. . . . .\sample\LADP4-D.PPK Page 3.0L Q Total 2S/l + o cfs cfs .00 .oo .1.9 .76 L.69 2.94 4.53 6 .40 8. s5 t_0.96 L3 .60 L6.46 L9 ,47 22.64 25.98 29.36 32.85 36.36 39.87 43.36 46.81_ 50.15 53.07 LEVEL POOL ROUTING DATA HYG DiTInflow HYGoutflow HYG . \sample\ LADP3].. HYG LADP3]..HYG LADP4 I"ADP4 DP4. L 3.L3.1 25 oUT fife =file = Pond Node Data : Pond Volume Data = Pond Out1et Data = No Infiltration INTTIAL CONDITIONS Starting WS Elev =Starting Vo1ume =Starting Outflow =Starting Infiltr. =Starting Total Qout= Time Increment : Ievation Outflowftcfs .00 ft .000 ac-ft .00 cfs . O0 cfs .OO cfs .LOOO hrs Storage Areaac-ft acres .o0 .o1 .31L.2t 6,45 28.06 74.07 L25.29 L77 .7 4 23L.43 286.32 342 .42 399.63 457.94 5L7 .40 577.87 639 .44 70L.98 765 ,49 829.94 895.33 96L.58 1028. 38 S,/N: HOMOLO].O2006 SCHMUESER Pond Pack Ver: LO-9-97 :055 GORDON MEYER Compute Time: l-3 : 32i 46 .00 .10 .30 .50 .70 .90L.t0 L.30 L.50 1.70 1 .90 2.to 2.30 2.50 2.70 2.90 3 .1_0 3.30 3.50 3.70 3.90 4.1,O 4.30 .oo .oo .1,9 .76 1..59 2.94 4.53 6.40 8.55 L0.96 13.60 L6.46 L9 .47 22 .64 25.98 29.36 32.8s 36.36 39.87 43.36 46.81- 50.15 53.07 .000 . ooo .000 .o02 . o20 .104 .287 .49L .699 .911 L.L27 L.347 L.57L L.799 2. O31 2.267 2.507 2.75L 2.99A 3.250 3.506 3.766 4.030 .0001- . oooS .0041- . o100 .2LL6 .6724 L.0098 t.0295 L.0494 1.0695 1-.0898 l_. Lo98t.t295 L.1 495 1.1695 1.1898 1 .2098 t.2296 L.2495 1.2696 1.2898 1.3098 L.3296 Infilt. cfs .00 .oo .00 .oo .00 .oo .oo .00 .00 .00 .00 .00 .00 .oo .00 .oo .00 .00 .00 .oo .00 .00 .00 Date 3 04-04-l-998 T I tl ri rl rl rl rl rl rl rl :l :l rl ll I I I I t T Type.... Pond E-V-Q Table Name.... LADP4 FiIe. . . . .\sample\LADP4-D.PPK Page 3.O2 HYG Dir =Inflow HYG file =outflow HYG file = Pond Node Data = Pond Volume Data = Pond Outlet Data = No fnfiltration INTTIAL CONDITIONS LEVEL POOL ROUTING . \sample\ LADP3r..HyG - 3. L LADP3]..HYG - 3.1 25 LADP4 I,ADP4 DP4.1 DATA 25 25 I t Starting WS EIev =Starting Vo1ume = I Starting Outflow =I Starti.nq Infiltr. 3 I Starting Total Qout:Time Increment = [r".r"tron outf lowft cfs .00 ft .000 ac-ft .00 cfs .00 cfs .00 cfs .I-OOO hrs Storageac-ft Area acres rnfilt,cfs Q Totalcfs 2S/t + O cfsI T t I I I I T 4.50 4.70 4.90 5. O0 55.50 57.84 60.08 6L.15 4.298 4.570 4.846 4.985 L.3495 l_.3696 1.3898 1.4000 55.50 57.84 60.08 61.l_5 LO95.64 LL63.78 L232.80 L267.63 .00 .00 .00 .oo I ;#;HOII{OLO1O2OO6 SCHI,IUESER Pack Ver: LO-9-97 :055 GORDON MEYER Conpute Time: 13 232:46 I Date: 04-04-1-998 t I I ll rl rl rl !l :l II rl :l rlit :l Type.... Pond Routing SummarY Name.... LADP4 Tag: File. . . . .\sarnPIe\LADP4-D.PPK Page 3.03 25 HYG DiTInflow HYG file outflow HYG file Pond Node Data = Pond Volume Data : Pond Outlet Data = No Infiltration INIIIAL CONDITIONS LEVEL POOL ROUTING . \sample\LADP3l..HYG 3. ]. LADP3].. HYG - 3 .1 25 LADP4 LADP4 DP4.l" SUMMARY OUT 25 25 Starting WS EIev : Starting Volume =Starting Outflow =Starting Infiltr. I Starting Total Qout= Time Increment = Peak Inflow Peak Outflow .00 ft .000 ac-ft .00 cfs .00 cfs .00 cfs .l-000 hrs INFLOTT/OUTFLOW HYDROGRAPH SUUMARY = 29.00 efs: 10.89 cfs l-2.4000 hrs l-3. OOOO hrsat at ftac-ftL.69 .905 Peak Elevati-on Peak Storage = lr lr lr lr lr lr lr lr t:: lr lr t: UASS BALANCE (ac-ft) .000 3.41_3 .000 3.4L3 .000 Initial VoI HYG VoI IN Infiltration HYG Vol otJlr Retained VoI Unrouted Vo1 .000 ac-ft ( .0008 of outflow Vo1une) S/N: HOMOLoI-02o06 SCHMUESER GoRDON MEYER Pond Pack Ver: LO'9-97 :055 Compute Time: 13:32246 Date: O4-04-L998 I I I I I ll II rl rl II II rl :l :l ll tl I T t T t T I Pond Routed HYG (tota1 out) LADP4 Tag: 25 . . \sample\LADP4-D. PPK POND ROUTED TOTAL OUTFLOW HYG.. HYG file = .\sample\LADP3L.HYG HYG ID = 3.l- 25 OUT HYG Tag = 25 Page 3.04Type - Name. File. Peak Discharge Time to Peak HYG Volume 10.89 cfs 13.0000 hrs 3.4L3 ac-ft HYDROGRAPH Output Time oRDINATES (cfs) increment = .1000 hrsTime hrs Time on left rePresents time for first value in each rosr. I t I t I I t I I t 11.ooo0 lL.5000 12.0000 1_2.5000 1-3 .0000 l_3.5000 L4. OO00 L4.5000 L5.0000 15.5000 L6. oooo 16,5000 L7.0000 1-7.5000 18.0000 t 8. so00 L9.0000 l-9.5000 20.0000 20.5000 21.0000 2L.5000 22.0000 22.5000 23.0000 23.5000 24.0000 24.5000 25. OO00 25.5000 .00 .00 .50 6.82 10.89 9.59 7.83 6.46 5. 36 4.62 3.97 3.37 2.96 2.52 2.28 2.t5 2.08 2.O4 L.43 1. O5 1..0L L. oo l-.00 1.O0 L.00 1.00 .78 .00 .00 .00 .00 .oo 2.3L 9.72 10.56 8.85 7.23 5.97 5.03 4.40 3.70 3.19 2.76 2.4L 2.22 2.L2 2.06 L.87 L. l-8 L.02 1. OO t_. o0 r.. o0 1.OO 1".00 r. .00 .00 .00 .00 .00 .00 .00 3 .51_ LO .46 t-0.28 8.50 6.97 5.75 4.88 4 .27 3.59 3, LL 2 .67 2.36 2.L9 2.LO 2.06 L.77 L.L2 L.O1_ 1_.00 L. oo L. oo l-.00 L .00 l_.00 .00 .00 .00 .00 .00 .00 5.02 10.83 9.94 8. l_8 6.72 5.55 4.75 4. LL 3.48 3.03 2.59 2.32 2.L7 2.O9 2.05 L.66 L.O7 L. ol_ L. o0 l_. oo L. oo 1.OO 1-. OO 1_.00 .00 .00 .oo .o0 HOMOLO].O2006 SCHMUESER Pack Ver: LO-9-97 :055 .00 .00 L.43 8.47 LO.76 9.22 7.52 6.20 5. L9 4.50 3.83 3.28 2.86 2.46 2,25 2.L3 2.07 r-.98 1.28 L.03 L.00 t_.o0 L.00 L.o0 L.00 L.00 .00 .00 .oo .00 GORDON MEYER Compute Time:I ;ax; T L3:32i46 Date z 04-O4-1998 T I T t I T I I I I T T t I I T T I T 3.1 T T T I T Type.... Name.... Fi1e....Title. . . HYG DiT HYG file TR-55 Tabular Hyd.Summary LADP3-D Tag: 25 . \sanple\I"ADP 3 -D . ppk DEVELOPED = .\sample\ = LADP3-D.Hyc LADP3-D 25 Page L.03 pod D OufFuow e AbblD ofjrc$ TR-55 TABULAR HYDROGRAPH METHOD TYPE II Distribution25yr, 24hr Rainfall Depth = 2.2o in Composite Hydrograph Sunmary (cfs) I o":::$:?""lL.0 l_1. 3hr hr lL.6 11.9hr hr L2.0 L2.Lhr hr L2.3 L2.4hr hr L2.2 hr 13 22 30 6 1L ts 2 4 6 0 1 2 0 o t 0 0 o DP3.1l*::t 0 0 0 0 0 0 0 0 0 llotal (cfs)6532L2 T Subarea Description L2.6 12 .7hr hr 36 3455 59 L2.5 hr 2f,Y 33 45 L2.8 hr *{ 28 55 13.0 hr 13.4 hr L3.2 hr-w 1-3 30 13.6 r_3.8hr hr l3r3 I DP3.3 '*-----;;--Td----,n: +6 L9 4L B, Lo 23 5 7 L5 6 I L8 F,otal (cfs)v{ 8a 1*5 '..3L Lg6 ?o 1.v1 q5 A-{ 4Ll 73>q10 5t 32 27 Subarea Description 14.0 hr l_4. 3 hr L4 .6 hr 15.0 hr L5.5 hr 16.0 hr l_6.5 hr 17.0 L7 .5hr hr 2 3 5 2 3 5 2 3 6 3 3 7 3 4 7 3 4I 4 4 9 4 5 1-L 5 6 L3 P3. L P3.2 P3.3 G D *I ], D I L0L013:1415 11L724otal (cfs) Subarea Description 18. O hr 19.0 hr 20. o hr 22.O hr 26.O hr P3 .1 S/N: I Pond I HOI.{OLO].O20O6 SCIil,TUESER Pack Ver: LO-9-97 :055 GORDON MEYER Compute Tirne: 19 :49:59 Date: 04-03-L998 T T I T T t I t I I T T T t t T t t T Time-EIev 3. L L00 ouT Page l-.0LType.... Name. . . . Fi1e.... Time hrs Tag: L00 . \sample\LADP4-D. PPK TIME vs. ELEVATION (ft) OutPut Time increment = .l00o hrs Time on left relresents time for first value in each row' I T t lllr lr lr lr l: l: l: l-1,.0000 11-.5000 r_2. oooo r.2.5000 1,3.0000 r,3.5000 14.0000 L4.5000 15.0000 l-5. 5000 L6.0000 16. s000 r_7.0000 1-7. sOOO 1,8.0000 L8.5000 19.0000 L9.5000 20.0000 20.5000 21.0000 2l-.5000 22.OOOO 22.5000 23.0000 23 .5000 24.0000 24.5000 25.0000 25.5000 .00 .oo .58 L.49 l_.91" L.76 L.57 1.4r. L.29 r_. l-9 1_.1"L L. o5 .99 .93 .86 .8L .78 .77 .76 .76 .75 .64 .56 .55 .55 .5s .51 .00 .00 .00 .00 .00 .72 1.68 1.89t.72 1 .54 L.38 1-.27 t-.18 l-. l-o 1.04 .97 .92 .85 .80 .78 ,77 .76 .75 .74 .61. .56 .55 .55 .55 .00 .00 .00 .00 .00 .00 .87 1-.80 L.87 1.68 l_.50 1.35 L.26 1_. l-6 1.09 1.03 .96 .9L .84 .80 .78 .76 .76 .75 .73 .59 .56 .55 .55 .55 .oo .00 .00 .00 .00 .45 L. o4 L.87 1_.83 L.64 L.47 L.33 L.24 l-. L4 L.O7 L.O2 .95 .90 .83 .79 .77 .76 .76 .75 .7L .57 .55 .55 .55 .55 .00 .00 .00 .00 .00 .53 L.26 L.90 t-.80 1.60 L.44 L. 3l_ L.2L 1. L3 1_.06 1_.00 .94 .88 .82 .79 .77 .76 .76 .75 .68 .57 .55 .55 .55 .55 .00 .00 .00 .00 S,ZN: HOMOLO].O2OO6 SCHMUESER Pond Pack Ver: LO-9-97 :055 GORDON MEYER Compute Tine: l-3 : 27 225 Date: o4-04-1998 T T I T] rl rl rl II :l :l !l :l tl Type.... Titne vs. Vo1une Nane.... 3,1- L00 OUT Tag: File. . . . .\sanple\LADP4-D.PPK Tine hrs Page z.OL 100 TIME vs. VOLUME (ac-ft) Output Time increment = .I'000 hrs llime on left represents tine for first value in each row. t T t Ir lr lr lr lr l: l: t: Ir lr t: 11.0000 1t .5000 l-2.0000 1 2.5000 t 3 .0000 r.3.5000 14. OO00 14.5000 L5. 0000 L5.5000 16.0000 16. s000 1_7.0000 L7.5000 L8 .0000 1.8. s000 19.0000 l_9. 5000 20. 0000 20.5000 21. OOOO 2L.5000 22. OOO0 22.5000 23.0000 23.5000 24.0000 24.5000 25.0000 25.5000 .000 . ooo .004 .690 L. L34 .973 .770 .601 .482 .383 .300 .239 .t75 .L22 .08L .055 .043 .038 .035 .034 .033 .009 .003 .003 . oo3 .003 .002 .000 . ooo .000 .000 .000 .o25 .888 1-. L20 .932 .736 .573 .463 .364 .287 .22e .L62 . L15 .07 4 .o52 .o42 .o37 . o35 .034 .030 .006 .003 .003 . oo3 .003 .000 .000 . ooo .000 .000 .000 .088 1.020 r" .093 .891- .70L .54? .446 .346 .27 4 .220 .150 .108 .068 .049 .04L .o37 .035 .034 .026 .005 .003 .003 .003 .003 .000 .000 .000 .000 . ooo .001 .229 L.O92 L ,056 .850 .665 .523 .426 .330 .26L .206 . L39 .10l_ .063 .o47 .040 .036 .034 .034 . o22 . oo4 . oo3 .003 . oo3 .003 .000 .000 . ooo . o00 .000 .002 .452 L.L27 1. 014 .808 .63L .502 .404 .3r_5 .250 . L90 . r.30 .090 .058 .045 .039 .036 .034 . o33 . o15 .004 . oo3 .003 .003 .003 .000 .000 . ooo .000 S/N: H0M0L0102006 SCHMUESER Pond Pack Ver: LO-9-97 :055 GORDON MEYER Compute Tine: 1,3: 27 i25 Date: 04-04-1-998 T T I T] ri rl rl rl rl :l :l T t I t t T I I I l Type,... Pond E-V-Q Table Name.... LADP4 File. . . . .\sample\LADP4-D.PPK Page 3.01 HYG DiTInflow HYG outflow HYG file =file = Pond Node Data = Pond Volume Data = Pond outlet Data = No fnfiltration INITIAL CONDTTIONS LEVEL POOL ROUTING DATA , \sample\ LADP3]..HYG - 3.1. LADP3]..HYG - 3.1- 1OO OUT LADP4 LADP4 DP4. L 100 100 Starting WS Elev =Starting Volume =Starting Outflow =Starting Infiltr. E Starting Total Qout=Tine Increment = levation Outflow ft cfs .00 .000 .00 .00 .00 .1000 Storageac-ft ftac-ft cfs cfs cfs hrs Area acres Infilt. cfs Q Total cfs 2S/t + O cfs I T T t T I t T T .oo .Lo .30 .50 .70 .90 l_.10 1.30 1.50 L.70 L.90 2.LO 2.30 2.50 2.70 2.90 3. t_0 3.30 3.50 3.70 3.90 4.10 4.30 .oo .oo .19 .76 1.69 2.94 4.53 6.40 8.55 10.96 L3 .60 L6 .46 L9 .47 22.64 25.94 29.36 32.85 36.36 39.87 43.36 46.8r. 50.15 s3 .07 .000 . ooo .000 . o02 .o20 . t-04 .287 .49L .699 .911 L.127 1.347 1_.571" L.799 2. O3l- 2.267 2.507 2.751- 2.998 3.250 3.506 3.766 4. O3o .0001, .0008 .0041 , oLoo .2LL6 .6724 1,0098 L.0295 L.0494 L. 0695 L.0898 L. L098 L.1295 1.1495 1_.1695 1. r.898 l-.2098 L.2296 L.2495 L.2696 1.2898 1.3098 L.3296 .00 .oo .1-9 .76 L.69 2.94 4.53 6.40 8.55 L0.96 13.60 L6 .46 L9 .47 22.64 25.98 29,36 32.85 36. 36 39.87 43.36 46.8L 50.15 53.O7 .00 .o1 .31 L.2L 6 .45 28.06 74.07 L25.29 L77 .7 4 23L.43 286.32 342.42 399.63 457.94 5L7.40 577.87 639.44 701.98 765.49 829.94 895.33 961.58 1028.38 .00 .oo .o0 .00 .oo .00 .00 .00 .00 .00 .00 .00 ,o0 .00 .oo .00 .00 .00 .00 .00 .00 .00 .00 S,/N: HOMOLO].O2006 SCHMUESER Pond Pack Ver: LO-9-97 :055 GORDON MEYER Conpute Time: l-3: 27 225 Date: 04-04-1998 I I Il II II rl II II II :l :l :l t I I T T I T T fype.... Pond E-V-Q Table Name.... LADP4 FiIe. . . . .\sample\LADP4-D.PPK Page 3.O2 HYG Dir =Inflow HYG file =Outflow HYG file = Pond Node Data = Pond Volume Data = Pond outlet Data = No Infiltration INITIAL CONDTTIONS LEVEL POOL ROUTING DATA . \sanple\LADP3l.HYG 3.]. r"ADP31,HYG - 3.L l"O0 our LADP4 LADP4 DP4.1 t-oo 1-00 levationft outflow cfs .00 .000 .oo .00 .00 . L000 Storageac-ft ftac-ftcfs cfs cfs hrs Area acres Infilt.cfs Q Tota1 cfs 2S/t + Ocfs Starting WS EIev =Starting Volume =Starting outflotr =Starting Infiltr. E Starting Tota1 Qout= Time Increment = l---4.50 4.70 4.90 5. OO 55.50 57.44 60.08 61.1_5 4.298 4.570 4.846 4.985 L.3495 r_.3696 L.3898 1.4000 s5.50 57.A4 60.08 6L. r.5 I_09s. 64 Lt63.78 L232.80 1267 .63 .00 .oo .00 .ooT T T T I T t I I S/N: HOI{OLOl-O2OO6 SCHMUESER Pond Pack Ver: LO-9-97 :055 GORDON MEYER Compute Time: 13:27225 Date: O4-04-L998 T T ll II rl rl II II II :l :l :l T T I Type-... Name. . . . File. . . . Pond Routing SummarY LADP4 TAg; . \sample\LADP4-D. PPK Page 3. 03 HYG DiTInflow HYGoutflow HYG . \sample\ LADP31.HYG - LADP3]-.HYG - LADP4 LADP4 DP4.l- Loo 3.1 3. L 1-O0 our LEVEL POOL ROUTING SUTIMARY =file =file = 100 100 Pond Node Ddta : Pond Volume Data : Pond Out1et Data = No Infiltration INITIAL CONDIUONS Starting WS Elev =Starting Volume =Starting Outflow =Starting Infiltr. 3 Starting Total Qout=Time Increment : Peak Inflow Peak outflow = 36.00 cfs = L3.69 cfs at l-2.4000 hrsat l-3 . OOOO hrs .00 .000 .00 .00 .00 .1000 ftac-ftcfscfs cfs hrs INFLOW/OUTFLOW HYDROGRAPH SU}{UARY Peak Elevation = Peak Storage = 1.91- f t L.L34 ac-ft IT lr lr lr lr l: l: l:: MASS BALANCE (ac-ft) .000 4.L65 .000 4.L65 . ooo Initial VoI HYG Vo} INInfiltration HYG Vo1 OT,B Retained VoI Unrouted Vol S/N: H0M0L0102006 SCHMUESER Pond Pack Ver: LO-9-97 :055 .O0o ac-ft (.000t of outflow Volume) GORDON MEYER Compute Time: l-3: 27:25 Date: 04-04-L998 tl ri rl rl II tl tl :l :l Type-... Name. . . . File. . . . Time hrs Peilk Discharge = Time to Peak = HYG VoIumC = L3.69 cfs 13.0000 hrs 4.1-65 ac-ft Pond Routed HYG (tota1 out) LADP4 Tag: 100 . \sample\LADP4-D. PPK POND ROUTED TOTAL OUTTLOW HYG... HYG file = .\sanple\LADP3L.HYG HYG fD = 3. L 100 OUT HYG Tag = L00 Page 3. 04 (cfs): . 1OOO hrsfirst value in each row. HYDROGRAPH ORDTNATES output Time increment Tine on left represents time for I T lrll lr lr lr lr lr l: l: LL.0000 1 1.5000 L2.0000 12.5000 L3 .0000 13.5000 1_4.0000 14.5000 L5. 0000 15.5000 16. OOOO L6.5000 1_7. OO00 L7.5000 18.0000 18.5000 19 . OOOO 19.5000 20. ooo0 20.5000 2L. 0000 2L.5000 22.0000 22.5000 23 .0000 23 .5000 24.0000 24.5000 25.0000 25.5000 .00 .o0 t_. l.l_ 8 .46 l_3.69 LL.72 9. 36 7.54 6.32 5.41 4.65 4. L5 3.64 3.1_5 2.7t 2,38 2 .2L 2.LL 2.06 2.43 2.02 L.39 L. 04 1.0l_ l-.00 l_. o0 .78 .00 .00 .00 .00 .00 1.83 L0.69 L3.52 LL.22 8.97 7.25 6.15 5 .24 4.53 4.07 3.53 3,07 2.63 2.34 2.L8 2.LO 2.O5 2.03 L.96 L.25 L.03 1.00 r_. oo t-.00 .00 .00 .00 .00 .00 .00 2.78 L2.29 13 .l_8 1o.73 8.57 6.98 5.99 5. 08 4 .43 4.00 3.42 3 .00 2.56 2.30 2.\6 2.09 2.Os 2.O3 1.85 L.L7 r_.02 L .00 1.00 1_.00 .00 .00 .00 .oo .00 .50 4.07 L3.l_8 L2.73 LO.26 8.19 6.74 5.81 4.92 4.33 3 .89 3.33 2.9L 2.49 2.26 2.L4 2.08 2.04 2.O2 L.75 L. L1_ r- .01 1-.00 1 .00 1. OO .00 .00 .00 .oo .00 '906.05 13.60 L2.23 9.79 7.85 5.5r. 5.50 4.78 4.24 3.76 3.23 2.81 2.43 2.23 2.L3 2.07 2.04 2.02 L.6L L.O7 t .01 L.00 1.00 l_. o0 .o0 .00 .00 .oo S/N: H0MOL0I-02OO6 SCHI,{UESER GORDON I{EYER Pond Pack Ver: LO-9-97 :055 Conpute Tine: 13:27:25 Date: 04-04-l-998 I I I I I I t T I I I t t T I T T I I t I T I I Type.... Name.... Fi1e....Title. . . HYG Dir HYG file TR-s5 Tabular HYd. SummarY LADP3-D Tag: 100 . \sample\LADP3-D. pPk DEVELCIPED = .\sample\ = LADE'3-D.HYG I"ADP3-D l'00 Page 1.09 DP 3. t i>op D o,.t r F Lor'o LAbbLD o'7hr TR-55 TABULAR HYDROGRAPH METHOD TYPE II Distribution LO0yr, 24hr Rainfall Dept'h = 2.4O in Composite Hydrograph Summary (cfs) I "":::i;i?"" 11. O 1-1. 3hr hr lL.6 11. 9 L2 "Ohr hr hr L2.7 hr L2.2 hr L2.3 t2.4 hr hr L7 30 39 8 L7 2L 3 7 9 l_ 3 3 1 1 2 o 0 o 3 .1, 3.2 3.3 0 t 1 0 0 1 o 0 L 3; DP ]"t", (cfs)864619 J--;;;;;;;Description L2.6 L2.7hr hr 1,3. o L3.2 L3.4 hr hr hr 22 15 L250 36 28 13.6 1.3.8 hr hr2.8 hr /[ 34 68 rP3. L tP3.2 rP3.3 l.i L2.shr ;)v42 57 ,4--------fuIz i,3----w----w45 4L 69 73 6I 18 I 9 22 otal (cfs)L.*r ,.+6rLO 'tZZ -/ )26 /01 12{ t t3 YZ 85 e{ b5 F6<A 3239 Subarea Description 14.0 hr L4. 3 hr L4 .6 hr 15.0 hr 15.5 hr 16.0 hr 15.5 hr L7.O L7.5hr hr t.2 3 6 2 3 6 3 4 7 3 4I 3 4 9 4 5 1_O 4 5 t1 5 6 L3 6 7 15 ,P3.1 ,P3.2 rP3.3 DI Tota1 (cfs) I 2428 20 L4L5t-6L9 11L1 Subarea Description 18.0 hr l-9.0 hr 20.0 hr 22.O 26.Ohr hr DP3.T 2 2 I - S./N: HO!!0L0102006 SCHI,IUESER I Pbnd Pack ver: Lo-s-s7 :055 I GORDON MEYER Compute Time: I9:49:59 Date: O4-03-1-998 742 T I T] II II rl rl :l :l :l :l DESIGI/ POINT #4 DETENTION ROUTING I I I lr lr lr lr lr lr l: ll t: T I ll Ii II rl rl :l il :l :l Type. . . . Name.... riIe.... Hydroryraph LADP4:t-D Tag: . \samp1 e\LADP4 L-D . HYG HYG file = .\sanple\LADP4L-D.HYG HYG ID = LADP41-D HYG Tag : 25 Page L. Ol (cfs) = .LO00 hrsfirst value in each rolt. 25 Peak Discharge = Ti-:me to Peak = HY,G Volume = 57.00 cfs l-2.7000 hrs 8.603 ac-ft Time hrs HYDROGRAPH ORDINAIES Output Tirae increment Time on left represents tine for I I I lr lr lr lr lr lr l: l: t: S/N: H0M0L0l-02:006 SCHMUESER Pond Pack Ver: LO-9-97 :055 GORDON MEYER Compute Tine: 16:29254 .oo .00 29.00 47.OO 22.OO 14. O0 L0. oo 8.00 7.00 6. OO 6.00 5.00 5. O0 5.00 5.00 4. OO 4 .00 4.00 4.00 4. O0 3 .00 3.00 3.00 2. OO 2.00 2.OO t_.00 1. O0 .00 .oo 11.0000 r.L.5000 L2. OOOO 12.5000 L3.0000 13 .5000 L4. OOO0 L4.5000 15.0000 15.5000 L6.0000 L5.5000 L7.0000 1-7.5000 18.0000 18.5000 19.0000 1-9.5000 20.0000 20.5000 21.0000 21.5000 22,0000 22.5000 23 .0000 23 .5000 24.0000 24.5000 25.0000 25.5000 .00 .00 L.00 44. O0 40.00 20.00 13. OO 10.00 8.00 7.OO 6.00 6. O0 5. O0 5.00 5.00 4. OO 4.00 4. OO 4. O0 4 .00 4.00 3 .00 3.00 3 .00 2.OO 2.00 2. OO L.o0 t_.00 .00 .00 .oo 1.00 54.00 34.00 18.00 L2.OO 9.00 8. OO 7. OO 6.00 6. OO 5.00 5. OO 5.00 4. O0 4. O0 4.OO 4 .00 4. OO 3. O0 3.OO 3.00 3 .00 2.OO 2.00 1.00 l-.00 1. OO .00 .00 .00 6.00 57.00 29. OO t_6.00 t_2.00 9.00 8.00 7,OO 6.00 5.00 5.00 5.00 5.00 4.00 4.00 4.00 4.00 4. OO 3 .00 3 .00 3.00 2.OO 2. O0 2.OO l_.00 1. O0 1. O0 .00 .o0 .oo l-5. oo 54.00 26.OO 15. OO 1L. o0 8.00 7. O0 6.O0 6.00 5. OO 5.00 5. OO 5.00 4. OO 4 .00 4. OO 4. O0 4. O0 3 .00 3 .00 3.00 2. OO 2.00 2.00 L.00 l_.00 r-.00 .00 Date: O4-04-1998 I t I rl rl rl II :l :l tl :l Type... Name. . . File. . . Hydrograph LADP41.-D Tag:100 . . \sample\LADP41-D. HYG HYG file = .\sample\LADP4l--D.HYG HYc ID = LADP4l-D HYG Tag = L00 Page 1.0L (cfs) = .100O hrsfirst value in each row. Peak Discharge = Tirne to Peak = HYG Volume = 71-. O0 cf s L2.7OOO hrs LO.479 ac-ft Tine hrs HYDROGRAPH ORDINATES Output Time increment Time on left represents time for T I I T lr lr lr lr lr lr l: l: t: ll Ll.0000 11.5000 12.0000 12.5000 l_3. o000 13.5000 14. 0000 14 . s000 15. OO00 15.5000 1.6.0000 L6.5000 l_7.0000 17.5000 18.0000 18.5000 L9.0000 L9.5000 20.0000 20.5000 21.0000 21.5000 22.0000 22. s000 23.0000 23.5000 24.0000 24.5000 25.0000 25.5000 .00 1_. OO 2 .00 56.00 49.00 24.OO 15.00 L2.00 9. OO 8. OO 8.00 7.00 6.00 6.00 5.00 5.00 5.00 4. OO 4.00 4. OO 4,00 4.00 4. O0 4.00 3 .00 2.00 2.OA 2.OO 1.00 .00 .o0 1-.00 3.00 67.OO 42.OO 21.00 14. O0 L1. OO 9. OO 8. OO 8.00 7.OA 6.00 6.00 5.00 5. O0 5.00 4. O0 4.00 4. OO 4.00 4 .00 4. OO 3 .00 3.OO 2.00 2. OO 1. O0 r..00 .00 t_.00 1.00 8.00 7L,OO 35.00 20. o0 14.00 10. o0 9. O0 8. OO 8.00 7.OO 5. O0 6.00 5.00 5.00 5.00 4.00 4.00 4.00 4.00 4. OO 4.00 3.00 3.00 2. O0 2.OO l-. oo 1.00 .00 1.00 1.00 20.00 66.00 31. O0 18.00 l_3.00 10. o0 B. OO 8. OO 7.00 6.00 6.00 5.00 5.00 s.00 5.00 4. OO 4.00 4. OO 4.00 4 .00 4. O0 3 .00 3. 00 2. OO 2.OO L. O0 1-.00 .oo 1 .00 l_.00 38. O0 s7.00 27,OO L6.00 12.00 9. O0 8. O0 8. OO 7 -OO 6.00 6.00 5.00 5.00 5. O0 5. OO 4 .00 4.00 4.OO 4. O0 4.00 4. O0 3 .00 3 ,00 2.00 2.OO 1.00 1-. OO .00 S/N: H0MOL0102IOO6 SCHMUESER GORDON MEYER Pond Pack Ver: LO-9-97 :055 Compute firne: l-6:30237 Date z O4-O4-1-998 I I T T rl rl II rl II rl :l :l ll :l T I I Type. - - . Name. . . . FiIe. . . . Tiure hrs Time-Ellev 4.1 25; OUT Page 1.0L Tag: 25 . \sanple\LADP4-D. PPK TrME vs. ELEVATION (ft) outPut Time increment : .LOoo hrs Tirne on left represents time for first value in each rotd. S/N: Pond lr lr lr lr lr l: t: t: LL.0000 L1.5000 1_2.0000 L2.5000 13 .0000 13 .5000 L4.0000 L4.5000 L5.0000 15. s000 L6. OO00 16.5000 17.0000 t_7.5000 18.0000 t-8.5000 L9.0000 t-9.5000 20.0000 20.5000 21.0000 2L.5000 22.0000 22.5000 23 .0000 23 .5000 24.0000 24.5000 25.0000 25.5000 .00 .00 .45 1.31- 2.6L 2.69 2 .4L 2.L3 1.89 L.7L 1.56 L.46 L.37 1_.30 L.25 L.22 1.t6 L.L2 1.10 l_. 08 L.O7 L. O2 .99 .96 .92 .85 .81 .7L .58 .00 .00 .00 .53 1 .63 2.70 2.64 2.35 2 .08 L.85 L .68 L.54 L.44 L.36 t.29 L.25 L.20 L. r-5L.l2 1.09 1. 08 L. 06 1 .01 .98 .96 .9L .84 .79 .69 .57 .00 .00 .00 .7t L,96 2.73 2.59 2.29 2.O3 1.81 1.65 L.52 1.43 t.34 L.28 L.24 L. r-9 L.151.lL r_.09 L.O7 r..05 L. O1 .98 .95 .90 .83 .77 .64 .56 .00 .00 .oo .87 2.25 2.74 2.53 2.24 1.98 L.78 L.62 1.50 L.4r, 1 .33 L.27 L.23 t-. L8 L.14 t-. r.t_ 1.09 L.O7 1.04 1_. OO .97 .94 .88 .82 .75 .61 .56 .00 .00 .00 r..05 2.47 2.72 2.47 2.L8 1.93 L.7 4 r..59 1.48 1.39 t-.3L L.26 L.23 L.L7 1.13 1. L0 t-. 08 t.o7 1.03 oo .97 .93 .87 .8L .73 .59 .52 .00 HOMOLOlO2OO6 SCHMUESER Pack Ver: LO-9-97 :055 GORDON MEYER Compute Timez L2:L9:47 Date: 04-04-1998 T I I rl rl rl II :l :l :l :l Type.... Time vs. Volume Name. " . . 4.1, 25 OUT Tag: 25 File. . . . .\samPIe\LADP4-D.PPK Tirne hrs Page z.OL TIME vs. VOLUME (ac-ft) Output Time increment = .LOOO hrs Time on teft reprLsents time for first value in each rold. I I T lr lr lr lr lr lr lr l: l: lr lr ll r.1.0000 11.5000 12.0000 l-2.5000 13. OOO0 L3.5000 L4.0000 L4.5000 1 5. o000 15.5000 t-6.0000 1 6.5000 1-7.0000 17.5000 l-8.0000 L8.5000 19.0000 19.5000 20.0000 20.5000 21. OOOO 21.5000 22.0000 22.5000 23. OOO0 23.5000 24.0000 24.5000 25.0000 25.5000 .000 .000 .00L .502 1 .931_ 2.OL6 r-.598 1.380t.tLz .918 .766 .656 .567 .494 .444 .407 .351_ .3t2 .286 .266 .252 .208 .L7 4 .L52 . LL6 .075 .052 .o22 . oo4 .000 .000 . ooo .002 .837 2.O28 1.953 1_.630 L.322 1-.069 .886 .7 40 .640 .549 .482 .437 .394 .342 .306 .282 .263 .246 .200 .169 .149 -tt_o .069 .a46 .018 .004 . oo0 .000 .000 .02L t_.194 2.O7L L.900 l-,565 1-.265 1. O30 .857 .7L6 .624 .534 .472 .429 .382 .334 .301 .277 .260 .235 . L93 .L64 .L42 .103 .064 .038 ,010 .003 .000 .000 .000 .084 1.51_6 2.O79 1.834 1.503 t.2].L .992 .826 .695 .606 .5L9 .462 .423 .37t .326 .296 .273 .257 .225 . L86 .160 .L32 -o92 .059 .03L .007 . oo3 .000 .000 .000 .240 L.764 2.058 L.766 L.440 L.l_59 .953 .795 .675 .586 .506 .453 .4L7 .360 .3L9 .29L .270 .255 .2L6 .L79 .l-56 .]-24 .083 .056 .026 .005 .oo2 .000 S,zN: HOMOLO102OO6 SCHMUESER GORDON MEYER Pond Pack Ver: IA-9-97 :055 Compute fimez L2'.L9247 Date: 04-04-1998 I I T ri rl rl II :l :l :l :l 25 25 T I T I T T I t Type.... Pond E-V-Q Tab1e Name.... LADP4 File. . . . .\sample\LADP4-D.PPK Page 3.01 LEVEL POOL ROUTING DATA HYG DiTInflow HYG Outflow HYG . \sample\ LADP41.-D.HYG LADP41.D.HYG LADP4 LADP4 DPA.l- LADP41.-D4.). 25 out : file : file = Pond Node Data = Pond Vo1ume Data = Pond Outlet Data = No Infiltration INITIAL CONDITIONS Starting WS Elev =Starting Volume =Starting Outflow =Starting Infiltr. 3 Starting Total Qout= Time Increment = .00 ft .oO0 ac-ft .00 cfs .O0 cfs .OO cfs .1.000 hrs levationft Outflow cfs Storageac-ft Area acres Infilt. cfs Q fotal cfs zs/t + O cfs t-.00 .Lo .30 .50 .70 .90 t.L0 1_.30 1.50 L.70 1 .90 2. L0 2.30 2.50 2.70 2.90 3.10 3.30 3.50 3.70 3 .90 4. L0 4.30 .00 .oo .19 .76 1.69 2.94 4.53 6.40 8.55 l_0.96 1_3.60 L6 .46 L9 .47 22.64 25.98 29.36 32.85 36.36 39.87 43.36 46.8L 50. t_s 53.07 .000 . ooo .000 . oo2 .o20 .l-04 .287 .49r .699 .91_l_ t.L27 L.347 L.57L 1.799 2.031 2.267 2.507 2.75L 2.998 3.250 3.506 3.766 4.030 .0001_ . oooS .004r_ - o1_oo ,2LL6 .6724 1.0098 1.0295 L.4494 1.0695 1.0898 l_.1098 L.L295 1-. r.495 1.1695 r-.1898 L .2098 L.2296 t.2495 L.2696 l_.2898 L.3098 L.3296 .00 .oo .L9 .76 1 .69 2.94 4.53 6.40 8.55 10.96 13.60 L6 .46 L9 .47 22 .64 25.98 29.36 32.85 36 .36 39.87 43.36 46.81- 50.15 53.07 .00 .o1 .3L L.2L 6 .45 28.06 7 4,07 L25.29 L77 .7 4 23t.43 286.32 342.42 399.63 457.94 5L7.40 577 .87 639 .44 70L.98 765.49 829.94 895.33 961.58 1028.38 T I T I I t t I I .00 .oo .00 .oo .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 S,/N: HOMOLOI-02006 SCHMUESER Pond Pack Ver: ;..0-9-97 :055 GORDON MEYER Compute Time:L2:L9:47 Date: 04-04-l-998 I T T I I T I I T T t T T T I T t I t 25 25 T t I t t T I T Type.... Pond E-V-Q Table Name..., LADP4 File. . . . .\sanple\LADP4-D.PPK Page 3.O2 LEVEL POOL ROUTING DATA HYG Dir =Inflow HYG file - Outflow HYG file = Pond Node Data = Pond Volume Data : Pond Outlet Data = No Infiltration INITIAL CONDITIONS . \sample\ I"ADP4]--D.HYG - LADP41-D. HYG I.ADP4 LADP4 DP4. L LADP4]--D 4. r. 25 ouT Starting WS EIev =Starting Volume =Starting Outflow =Starting Infiltr. E Starting Total Qout= Time fncrement = .00 ft .000 ac-ft .00 cfs .OO cfs ,0O cfs .l-000 hrs Ievationft Outflow cfs Storageac-ft Area acres Infilt.cfs Q Total cfs zs/t + O cfs 4.50 4.70 4.90 5. OO 55.50 57.A4 60.08 61_.15 4.298 4.570 4.846 4.985 55. sO 57.84 60. oB 6L.15 1095.64 LL63.78 L232.80 L267.63 L.349s L.3696 r..3898 L.4000 GORDON I,IEYER conpute Time: .00 .oo .00 .o0t T T I I I I T T S/N: HOM0LOIO2OO6 SCHMUESER Pond Pack Ver: LO-9-97 :055 L2:L9:47 Date: 04-04-L998 T T T I T T I T T T T T T I I I I t T Type.... Pond Routing Summary Name.... LADP4 Tag: File. . . . .\sanple\LADP4-D.PPK LEVEL POOL ROUTING SUMI,IARY HYG Dir : .\Sample\ rNflOW HYG fiIC = LADP41.-D.HYG . LADP4]--D Outflow HYG file = LADP4I--D.HYG - 4.L 25 OUT Pond Node Data = LADP4 Pond Vo1une Data = LADP4 Pond Outlet Data = DP4.1 No Infiltration INITIAL CONDITIONS Page 3.03 T T I T I T T I T T T 25 25 25 Starting WS Elev =Starting Volume =Starting outflow =Starting Infiltr. 3 Starting Tota1 Qout= Time Increment : .00 ft .OO0 ac-ft .00 cfs .OO cfs .00 cfs .l-000 hrs INFLOW/OUTFLOW HYDROGRAPH SUMI.IARY Peak Inflow = 57.O0 cfs at LZ.7OOO Peak Outflow = 26.67 cfs at L3.3000 hrs hrs Peak Elevation Ped< Storage = 2.74 ft 2.O79 ac-ft UASS BALANCE (ac-ft) l+ + T: I Initial Vol HYG VOl TN Infiltration HYG VOl OUT Retained Vol Unrouted VoI .000 8.603 .000 8.603 .000 .OO0 ac-ft (.0008 of Outflow Volume) I I iat; T HOMOLO]"O2006 SCHMUESER GORDON I{EYER Pack Ver: LO-9-97 :055 Cornpute Tirnez L2:L9247 Date: O4-04-1998 I I t I I T I T t t I t I T T T T T t T I I T t t T Type - Name. File. Pond Routed HYG (total out) LADP4 TAg: 25 . \sarnpl e\LADP4-D . PPK POND ROUTED TOTAL OI.IITFLOW HYG... HYG file = .\sample\LADP41-D.HYG HYG ID = 4.t 25 OUT HYG Tag = 25 Page 3.04 Peak Discharge =Tine to Peak = HYG Volume = 26.67 cfs t-3.3000 hrs 8.603 ac-ft HYDROGRAPH Output Time oRDINATES (cfs) increment : .1"000 hrsTime hrs Time on left rePresents time for first value in each rohr. I I I I I I T I I I t I 11 . OOO0 11.5000 L2.0000 r_2.5000 1-3.0000 L3 .5000 L4. oo00 L4.5000 L5.0000 15.5000 L6. oooo 16.5000 17.0000 17.5000 18. OO00 L8.5000 1-9.0000 r_9.5000 20. oo00 20.5000 2L.0000 21-.5000 22.OOOO 22.5000 23.0000 23. s000 24.0000 24.5000 25.0000 25.5000 .oo .00 .50 6. sL 24.54 25.77 2L.25 L6.90 L3.4L 11_.04 9, 3L 8. L1_ 7.18 6.42 5.97 5.63 5.L2 4.76 4.52 4.37 4.26 3.90 3 .63 3 .44 3 .09 2.65 2.35 L.76 l-. Ll .oo .00 .00 .90 1,0. L3 25.94 25.OL 20.30 t_6.13 L2 .89 LO.67 9.02 7.94 ?.ot 6.32 5.90 5.51 5.044.7t 4.49 4.34 4.20 3.84 3 .59 3 .4L 3.01 2.57 2.25 t_.65 L.O7 .o0 .00 .00 L.73 L4.48 26.56 24.LL L9.40 t_5.4L t2.42 10.34 8.75 7.78 6.84 6.22 5.84 5.40 4.96 4.66 4.45 4.32 4.L2 3.78 3.55 3.35 2.94 2.5t 2.LO I .42 L.05 .00 .00 .00 2.75 L8.74 26.67 23.L4 L8.57 t4.70 l.L.9s 10.00 8.50 7.59 6.69 5. 1_3 5.78 5. 30 4.89 4.6L 4 .42 4. 30 4.O4 3.73 3.51. 3.26 2.83 2.45 1.98 t.27 1.03 .oo .00 .00 4.L6 22.L7 26.37 22.L9 L7.72 L4.02 LL .47 9.64 8.30 7.38 6.55 6.05 5.72 5.20 4.83 4.57 4.39 4.28 3.97 3 .58 3 .48 3.L7 2,74 2 .40 1.86 r.. L8 .84 .oo S/N: H0M0L0L02006 SCHMUESER Pond Pack Ver: LO-9-97 :055 GORDON MEYER Compute Time i 7.22L9:47 Date: 04-04-1998 I T I t T t T I T I t t T T I T t T t T t I I I Type. . . . TR-55 Tabular Hyd. Summary Nane.... LADP4-D Tag: 25 File. . . . .\samPIe\LADP4-D.PPk TitlE... DEVELOPED HyG Dir = .\sanple\ HYG file : LADP4-D'HYG LADP4-D 25 Page 2.O3* D P,,4 ?oilP oqrFL,oD /rnGalD l' thr< TR-55 TABULAR HYDROGRAPH METHOD TYPE II Distribution 25yr, 24hr Rainfall DePth = 2.2O in Composite Hydrograph Surnmar:y (cfs) l------ I subarea LL.o 1L.3 11,6 1L.9 l2"o tz.L L2.2 L2'3 L2'4 -p"="iipii"" hr hr hr hr hr hr hr hr hr [ii,i - a s t I s ;l ;l {'* Jour (cfs)L4 9r 7o 35 2A' b7 l------ I Subarea L2,5 L2.6 L2.7 L2.8 13. O L3.2 13 ' 4 L3 '6 L3 '8-Description hr hr hr hr hr hr hr hr hr 4;;-.; 88 7s 5e 46 31 23 18 16 14 Jota:. (cfs)L* )as 80 60 45 37 31 bq bo 5c 4q u4)JT LL+,.qL T L l--;;;;G--DescrrPtron t-4.0 L4.3 L4.6 l-5.0 15.5 16.0 15.5 L7 .O L7 .5 hr hr hr hr hr hr Jotar (cfs)26 23 20 L4l-5L7 L2 111L I-;;;;;;---------;;:; le. o 20. o 22 -o zG -otPescription hr hr hr hr hr J*:l 5 5 0 0 3 4 4 4 4 5 L0 Jotar (cfs) s/N: H0M0L0L02006 SCHMUESER Pond Pack Ver: L0-9-97 :055 GORDON MEYER Conpute Time: 09:2I:53I I Date: O4-04-1998 T t T I T I I I T I t I T t t I t I T Type. . . . Name.... Fi1e.. . . Tine-EIev 4.1_ OUT . \sanple\LADP4-D. PPK Tag: 1.00 Page 1.01 Time hrs TIME vs. ELEVATTON (ft) Output Tj.me increment = .l-000 hrs Time on left represents time for first value in each row. T I T IT lr lr lr lr l: t: t: lr S/N: HOMOL0102OO6 SCHMUESER Pond Pack ver: LO-9-97 :055 GORDON MEYER Compute fimet L2.oLi42 .54 .55 t-.16 2.85 3. L1 2.78 2 .42 2.L2 1.88 L.72 r..61_ 1.51, L.42 L.36 L.29 L.2s L.22 1-.t6 r..13 1. r_o 1.08 1. 07 l_. 05 L.02 .99 .93 .87 .76 .63 .00 l_t-.0000 l_1.5000 L2 .0000 t-2.5000 13 . OOO0 13.5000 14.0000 1_4.5000 L5.0000 L5.5000 1 6. oooo t-6.5000 L7.0000 r-7.5000 1-8.0000 18.5000 L9.0000 L9.5000 20.0000 20.5000 21.0000 21. 5OOO 22. OOOO 22.5000 23 .0000 23.5000 24.0000 24. 5OOO 25.0000 25. s000 .00 .54 .59 1.48 3 .0L 3 .06 2.70 2.3s 2.06 1 .84 L.70 1.59 L.49 1.41 1.34 L.28 L.24 1,.2L L.16L.t2 1. L0 1.08 1_.06 1.05 L.0t_ .98 .92 .85 .74 .56 .00 .55 .69 L.87 3.1-1 3 .00 2.62 2,29 2.Ot 1-.81 l_.68 L.57 L .47 1.40 1.33 L.27 L.23 L.20 l_.15 r..11 L .09 L.O7 L .05 1.05 L. ol .96 .91 .83 .72 .40 .45 .55 ,77 2.27 3.14 2.93 2.5s 2.23 L.97 L.78 l_.66 1 .55 L.45 1.39 1. 3L L.26 L.23 1.1_8 L. L4 1. L1 t_.09 L.O7 1.06 L .04 1.00 .95 .90 .80 .7L .00 .53 .55 .94 2.6L 3.14 2.86 2.48 2.L7 L.92 r.75 1_.63 1 .53 L.44 L.37 r..30 L.25 L.22 L.L7 1_. L3 1. LO L.08 L.O7 L. 06 L.03 .99 .94 .88 .78 .67 .00 Date: 04-04-1998 T I T rl II rl II :l :l :l :l Type- -. - Name. . . . File. . . . Time vs. Volume4.l- ouT . \sanple\LADP4-D. PPK Tag: 100 Page z.OL Time hrs TIME vs. VOLUME (ac-ft) Output Tine increment = .1000 hrs Time on left reprLsents tine for first value in each row. T I I lr lr lr lr l: l: l: L1.0000 L1,,5000 12. OOOO 12.5000 13 .0000 13 .5000 l-4.0000 14.5000 15.0000 15.5000 L6.0000 16.5000 r.7.0000 17.5000 L8.0000 1-8.5000 1-9.0000 19.5000 20.0000 20.5000 2l_.0000 2l-.5000 22. OO00 22.5000 23 .0000 23.5000 24 . OO00 24.5000 25. 0000 25.5000 , oo0 .003 .005 .680 2.402 2.458 2.O33 1_.63L 1.304 L.064 .908 .793 .688 .606 .534 .472 .430 .397 .344 .308 .243 .264 .250 .24]- .200 . L65 .1L6 .o75 .o29 . o03 .000 . oo3 .0L8 L.099 2.5L3 2.383 1.943 L.562 L.249 L.026 .88s .772 .669 .593 .519 .462 .423 .384 .335 .302 -274 .26L .248 .235 .193 .153 . LLo .054 .024 .001- . oot .003 .039 1,536 2,556 2.30L L.859 L.493 1 .201- .992 .863 .753 .651 .582 .506 .453 .4L7 .373 .328 .297 .27 4 .258 .246 ,226 . L86 .L42 . L03 .o52 .ozr. .000 .002 . oo3 .135 1,.922 2.552 2.2L6 t.78L t.427 L. L53 .96L .840 .732 .635 .567 .494 .445 .411 .363 .32]- .292 .270 .255 .245 .2L6 .180 .L32 -092 .o42 .014 .000 . oo3 . oo3 .347 2.2L2 2.5L7 2,L25 t.704 L.364 1-. Lo7 .933 .81.5 .709 .620 .550 .483 .437 .406 .353 .3L4 .287 .267 .253 .243 .208 .L7 4 .L24 .083 .035 .008 .000 s/N: HOII{oLO1O2006 SCHI,IUESER Pond Pack Ver: LO'9-97 :055 GORDON IJIEYER Compute time t, 1.2zo1-z42 Date: O4-04-L998 I t I I I I t I t t I I I I T T I t t Type.... Pond Routing SummarY Name.... LADP4 Tag: File. . . . .\sanple\LADP4-D.PPK L00 LEVEL POOL ROUTTNG SUUI'{ARY Page 5.03 HYG Dir =fnflow HYG file =outflow HYG file = Pond Node Data : Pond Volume Data = Pond Outlet Data = No Infiltration INITTAL CONDITIONS . \sanple\ I,ADP4].-D. HYG I.ADP41.D.HYG - LADP4 LADP4 DP4. L LADP41-D4.L OUT 100 l-00 Starting WS Elev =Starting Volume =St,arting outflow =Starting Infiltr. =Starting Total Qout= Time Increment = .o0 ft .OO0 ac-ft .00 cfs .00 cfs.00 cfs .L000 hrs INFLOW/OUTFLOW HYDROGRAPH SU!{II{ARY Peak Inflow = 71,.0O cf s at LZ.7OAO Peak Outflow : 33.56 cfs at 13.2OOo hrs hrs Peak Elevation Peak Storage = 3.L4 ft 2.556 ac-ft SrzN: Pond lr lr lr lr lr lr l: l:: lr MASS BALANCE (ac-ft) . oo0 LO .479 .000 LO .479 .000 Initial VoI HYG Vol INInfiltration HYG Vol OUT Retained VoI Unrouted Vol . o0O ac-ft ( .000%of outflow Volume) HOMOLOlO 20O6 SC}IMUESER Pack Ver: LO-9-97 :055 GORDON MEYER Compute Time z L2:01-: 42 Date: 04-04-L998 il I I I ! I rl rl rl rl II rl :l tl rl II ll Type-... Name. . . . Fi1e.... Pond Routed HYG (total out) LADP4 Tag: 100 . \sanple\LADP4-D. PPK POND ROUTED TOTAL OUTFLOW HYG... HYG file : .\sample\LADP41-D.HYG HYG ID = 4. L OUt HYG Tag = 1O0 Page 5.04 (cfs) = .1-000 hrs first value in each row. Peak DischarEe : Time to Peak = HYG Volune = 33.56 cfs L3.2000 hrs LO.479 ac-ft Tine hrs HYDROGRAPH ORDTNATES Output Time increment Tlme on left represents time for I I I I lr lr lr lr l: l: l: 1_1.0000 11.5000 L2.0000 12.5000 1 3.0000 r_3.5000 14.0000 L4.5000 15,0000 15.5000 16. OOOO r-6.5000 L7. 0000 17.5000 L8. OOO0 18.5000 L9.0000 L9.5000 20. 0000 20.5000 21.0000 21.5000 22. 0000 22.5000 23 .0000 23 .5000 24.0000 24.5000 25.0000 25.5000 .00 .96 L.L7 8.35 3L.33 32.15 26.Ot 20.31 15.90 L2.84 LO.92 9.62 8.44 7.59 6.85 6.22 5.84 5.54 5,0s 4.72 4.50 4.3s 4.24 4.L7 3 .84 3.56 3. 09 2.65 L.92 l-.05 .00 .97 L .64 L3.26 32.94 3L.05 24.72 19.36 75.20 L2.37 1-O.66 9.38 8.24 7 .46 6.69 6.L4 5.78 5.43 4.98 4 .67 4 .46 4.32 4 .23 4.L2 3.79 3.45 3.Ot_ 2.52 L.82 .37 .50 .98 2.L2 L9. O1- 33.56 29,86 23.52 18.43 L4.56 t_1.95 to.42 9.L7 8. 05 7.34 6.55 6.05 5.72 5.32 4.9L 4.62 4 .43 4. 30 4.2L 4.0s 3.73 3.35 2.94 2.34 L.72 .00 .90 .99 3.28 24.42 33.50 28.64 22.40 L7.54 1,3.95 LL.57 10. 16 8.93 7,89 7.L9 6 .43 5.98 5.67 5.23 4.84 4.57 4.40 4.28 4.20 3.97 3.68 3.26 2 .83 2.L8 L.54 .00 .94 .99 5,08 28.57 32,99 27,33 2L.33 L6.69 13.35 LL.23 9.87 8.67 7.73 7.OL 6.32 5.90 5.62 5. 14 4.78 4.53 4.37 4.26 4.L8 3.91 3.63 3.L7 2.73 2.04 1.35 .00 S/N: H0MOL0102OO6 SCHMUESER GORDON MEYER Pond Pack Ver: LO-9-97 :055 Compute Time:l-2zOL:42 Date:04-o4-1998 I t I II rl II II II II :l :l :l rl :l t I I t I Type- -'. Name.... Fi1e....TitIe. .. HYG DiT HYG file TR-55 Tabular HYd.Summary I.ADP4-D Tag: LOO ^ -)-DP " 7" . \sample\LADP4-D. PPk DEVELOPED: .\sample\ = LADP4-D.HYG LADP4-D L00 IR-55 TABUI"AR HYDROGRAPH METHOD TYPE II Distribution J.00yr, 24t'r Rainfall Depth = 2.4O in Composite Hydrograph Summary (cfs) prl7t t'; Ot-t T ' 1466/ D o Page 2.OB '!-. )t) /fus Subareaescription 11.0 11.3hr hr L1.6 11.9 1"2.0 hr hr hr L2.L L2,2 L2.3 L2.4 hr hr hr hr =4.1 0 L 1 I I Z s '<r zo ]a.2 L 1 z 3 6 18 44 81 Lo7 T.", (cf s )4820 89 V4 L25 tt0 Subareaescription L2.5 hr 2.6 hr -?- A.? 9L L2.7 L2.8 hr hr L3.2 13.4 hr hr 27 2t 13.6 13.8 hr hr13.0 hr 7r:----77drg jg- 37 'an-----74-+tuw 1k 183itir LO7 7t 55 20 L6 T.., (cfs)1,40 .'-i t 7 140 qq L32 8 t't L22 7./ 7T b0 54rC 43 {o 96 bt 36 Subareaescription 14.0 hr L4.3 hr L4.6 hr l-5. o hr 15.5 hr 16.0 hr L6.5 hr L7.O L7.5hr hr 6 7 6 7 7 8 8 I 9 9 L0 10 1-1 Ll_ L7 15 L4 13]i:l T."' (cfs)222732 L820 t-5t6 1,313 Subareaescription L8. O hr t-9.0 hr 20,0 hr 22.O 26.Ohr hr 0 0 4 4 4 5 5 5 5 6 4.L 4.2I Tot I I tal (cfs) S/N: H0MoL0L02006 SCHMUESER Pond Pack Ver: LO-9-97 :055 GORDON MEYER Compute Time: 09:21:53 10LL Date: O4-04-1,998 t I T t T I I T T I I T t T T T T T T SUMMARY OF RESULTS T t I il lr lr lr lr lr lr l: t: lr lr lr l: T T T rl ll rl II II rl :l :l :l rl ll I I t I t I STORMWATER DETENTION ANALYSIS SUMMARY OF RESULTS t I I I I I T I I I I I T Design Point 25-Yr. Flood Peak (cfs)100-Yr. Flood Peak (cfs) Ilistoric Developed Developed with Detention Historic Developed Developed with Detention DP #1 61 66 28 75 8l 35 DP #2 2t4 2t9 184 265 273 230 DP #3 111 119 98 137 r46 t22 DP #4 100 I 13*92*127 140*112* * Includes existing development in Los Amigos TABLES 1 502C1 9.SDA I I I I T I I I I I I I I I T I I I I t'vdo Ygav-gns O T _9 S2NITI,{ NYI{ AAVNITITflA4 SO2IWV SOT r "FqrF r'-]F:fu,,,"d: l:',r q:1I-*" . iB $ ts 7 ie r$ SCS IY\AU CNNQE ooz.lIlS 1..48 ne n tEAirI I|OOUOO tGIElrUtrE S . ,: i'ii ,i. j! '.f'.i' -..-,".:-.,'-t.t-, t ::':-r ra,i\i ."^.:- -';-:'i:-\:'ilh t:-=::'-:;1;:'-":- .t .:' i '\ ',-,