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HomeMy WebLinkAboutDrainage Report I Type. . . . Synthetic Curve Page 2.05 I Name. . . . TypeII 24hr Tag: 10 File. . . . Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\ CUMULATIVE RAINFALL FRACTIONS I Time I Output Time increment = .1000 hrs hrs I Time on left represents time for first Mlue in each row. ---------1------------------------------------------------------------__ I .0000 I .000 .001 .002 .003 .004 .5000 I .005 .006 .007 .008 .009 1.0000 I .011 .012 .013 .014 .015 1.5000 , .016 .017 .018 .020 .021 I 2.0000 I .022 .023 .024 .026 .027 2.5000 I .028 D29 .031 .032 .033 3.0000 I .035 .036 .037 .038 .040 3.5000 , .041 .042 .044 .045 .047 I 4.0000 , .048 .049 .051 .052 .054 4.5000 , .055 .057 .058 .060 .061 5.0000 I .063 .065 .066 .068 .070 I 5.5000 I .071 .073 .075 .076 .078 6.0000 I .080 .082 .084 .085 .087 6.5000 I .089 .091 .093 .095 .097 7.0000 I .099 .101 .103 .105 .107 I 7.5000 I .109 .111 .113 .116 .118 8.0000 I .120 .122 .125 .127 .130 8.5000 I .132 .135 .138 .141 .144 I 9.0000 .147 .150 .153 .157 ~60 9.5000 .163 .166 .170 .173 .177 10.0000 .181 .185 .189 .194 .199 10.5000 .204 .209 .215 .221 .228 I 11.0000 .235 .243 .251 .261 .271 11.5000 .283 .307 .354 .431 .568 12.0000 .663 .682 .699 .713 .725 I 12.5000 ."735 .743 .751 .759 .766 13.0000 .772 .778 .784 .789 .794 13.5000 .799 .804 .808 .812 .816 14.0000 .820 .824 .827 .831 .834 I 14.5000 .838 .841 .844 .847 .850 15.0000 .854 .856 .859 .862 .865 15.5000 .868 .870 .873 .875 .878 16.0000 .880 .882 .885 .887 .889 I 16.5000 .891 .893 .895 .898 .900 17.0000 .902 .904 .906 .908 .910 17.5000 .912 .914 .915 917 .919 I 18.0000 .921 .923 .925 .926 .928 18.5000 .930 .931 .933 .935 .936 19.0000 .938 .939 .941 .942 .944 19.5000 .945 .947 .948 .949 .951 I 20.0000 .952 .953 .955 .956 .957 20.5000 .958 .960 .961 .962 .964 21.0000 .965 .966 .967 .968 .970 I 21.5000 .971 .972 .973 .975 .976 22.0000 .977 .978 .979 .981 .982 22.5000 .983 .984 .985 .986 .988 I SiN: 521F012070C2 Parsons Cunningham & Shartle PondPack Ver: Compute Time: Date: I I Type.... Tc Calcs Name. . .. NOR'lH Page 3.01 File.... Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\EX-SEC1.PPW . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . ........................................................................ TIME OF CONCENTRATION CALCULATOR . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ------~----------------------------------------------------------------- Segment #1: Tc: T~55 Sheet Mannings n .0250 Hydraulic Length 70.00 ft 2yr, 24hr P 2.9500 in Slope .010000 ft/ft Avg.Velocity .48 ft/sec Segment #1 Time: .0402 hrs ------------------------------------------------------------------------ Segment #2: Tc: T~55 Shallow Hydraulic Length Slope Unpaved 170.00 ft .010000 ft/ft Avg.Velocity 1.61 ft/sec Segment #2 Time: .0293 hrs ------------------------------------------------------------------------ ------------------------- ------------------------- Total Tc: .0695 hrs Calculated Tc < Min.Tc: Use Minimum Tc... Use Tc = .0833 hrs ------------------------ ------------------------ SiN: 521F012070C2 PondPack Ver: Parsons Cunningham & Shartle Compute Time: Date: Type.... Tc Calcs Name. . .. NORTH ~ 3. File.... Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\EX-SEC1.PPW -------------------------------------------------------------------- Tc Equations used... I ____________________________________________________________________1___ I I ! ses TR-55 Sheet Flow ==========================================~=== Tc = {.007 * ((n * Lf)**0.8)) I ({P**.5) * (Sf**.4)) Where: Tc Time of concetration, hrs n Mannings n Lf Flow length, ft P 2yr, 24hr Rain depth, inches Sf Slope, % I I SCS TR-55 Shallow Concentrated Flow ===========================~=== Unpaved surface: V = 16.1345 * (Sf**0.5) Paved surface: V 20.3282 * (Sf**O.5) Tc (Lf I V) I (3600sec/hr) Where: V Sf Tc Lf Velocity, ft/sec ~lope, ft/ft Time of concentration, hrs Flow length, ft SiN: 521F012070C2 pondpack Ver: Parsons Cunningham & Shartle Compute Time: Date: Type.... Unit Hyd. Equations Page 5 01 Name. . . . File.... Z:\civil\ADCADD\PROJECTS\SP-OS-001 BURFORD\CALCS\EX-SEC1.PPW SCS UNIT HYDRO GRAPH METHOD (Computational Notes) DEFINITION OF TERMS: ----------------------------------------------- At Ai Ap CNi CNp fLoss gKs Md Psi hK fo fc Ia dt UDdt D (t) K Ks Lag P Pa(t) Pi(t) qp Qu(t) Q (t) Rai(t)= Rap(t)= Rii(t)= Rip(t)= R (t) Rtm Si Sp t Tc Tb Tp Total area (acres): At = Ai+Ap Impervious area (acres) Pervious area (acres) Runoff curve number for impervious area Runoff curve number for pervious area f loss constant infiltration (depth/time) Saturated Hydraulic Conductivity (depth/time) Volumetric Moisture Deficit Capillary Suction (length) Horton Infiltration Decay Rate (time~l) Initial Infiltration Rate (depth/tme) Ultimate (capacity) Infiltration Rate (depth/time) Initial Abstraction (length) Computational increment (duration of unit excess rainfall) Default dt is smallest value of 0.1333Tc, rtm, and th (Smallest dt is then adjusted to match up with Tp) User specified override computational main time increment (only used if UDdt is => .1333Tc) Point on distribution curve (fraction of P) for time step t 2 / (1 + (Tr/Tp)): default K = 0.75: (for Tr/Tp = 1.67) Hydrograph shape factor Unit Conversions * K: ((lhr/3600sec) * (lft/12in) * ((5280ft)**2/sq.mi)) * K Default Ks = 645.333 * 0.75 484 Lag time from center of excess runoff (dt) to Tp: Lag O. Tc Total precipitation depth, inches Accumulated rainfall at time step t Incremental rainfall at time step t Peak discharge (cfs) for1in. runoff, for 1hr, for 1 sq.mi. (Ks * A * Q) I Tp (where Q = 1in. runoff, A=sq.mi.) Unit hydrograph ordinate (cfs) at time step t Final hydrograph ordinate (cfs) at time step t Accumulated runoff ~nches) at time step t for impervious area Accumulated runoff (inches) at time step t for pervious are~ Incremental runoff (inches) at time step t for impervious atea Incremental runoff (inches) at time step t for p~ous area Incremental weighted total runoff (inches) Time increment for rainfall table S for impervious area: Si (lOOO/CNi)- 10 S for pervious area: Sp = (lOOO/CNp)- 10 Time step (row) number Time of concentration Time (hrs) of entire unit hydrograph: Tb = Tp + Tr Time (hrs) to peak of a unit hydrograph: Tp = (dt/2) + Lag Type. . . . Unit Hyd. (HYG output) Page 5.05 Name. . . . NORTH Tag: 2 Event: 2 yr File. . . . Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\EX-SEC1.PPW HYDROGRAB ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. --------- -------------------------------------------------------------- 18.3000 .02 .02 .02 .02 .02 18.5500 .02 .02 .02 .02 .02 18.8000 .02 .02 .02 .02 .02 19.0500 .02 .02 .02 .02 .02 19.3000 .02 .02 .02 .02 .02 19.5500 .02 .02 .02 .02 .02 19.8000 .02 .02 .02 .02 .02 20.0500 .02 .02 .02 .02 .02 20.3000 .02 .02 .02 .02 .02 20.5500 .02 .02 .02 .02 .02 20.8000 .02 .02 .02 .02 .02 21.0500 .02 .02 .02 .02 .02 21.3000 .02 .02 .02 .02 .02 21.5500 .02 .02 .02 .02 .02 21.8000 .02 .02 .02 .02 .02 22.0500 .02 .02 .02 .02 .02 22.3000 .02 .02 .02 .02 .02 22.5500 .02 .02 .02 .02 .02 22.8000 .02 .02 .02 .02 .02 23.0500 .02 .02 .02 .02 .02 23.3000 .02 .02 .02 .02 .02 23.5500 .02 .01 .01 .01 .01 23.8000 .01 .01 .01 .01 .01 24.0500 .01 .00 .00 SiN: 521F012070C2 pondpack Ver: Parsons Cunningham & Shartle Compute Time: Date: I I I I I I I Type.... Unit Hyd. (HYG output) Page Name.... NORTH Tag: 10 Event: File.... Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\EX-SEC1.PPW HYDRO GRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each --------- ----------------------------------------------------------~--- 16.6500 .05 .05 .05 .05 .104 16.9000 .04 .04 .04 .04 .104 17.1500 .04 .04 .04 .04 .04 17.4000 .04 .04 .04 .04 .104 17.6500 .04 .04 .04 .04 .104 17.9000 .04 .04 .04 .04 .104 18.1500 .04 .04 .04 .04 .104 18.4000 .04 .04 .04 .04 .104 18.6500 .04 .04 .04 .03 .103 18.9000 .03 .03 .03 .03 .m3 19.1500 .03 .03 .03 .03 .103 19.4000 .03 .03 .03 .03 .I 0 3 19.6500 .03 .03 .03 .]) .013 19.9000 .03 .03 .03 .03 03 20.1500 .03 .03 .03 .03 03 20.4000 .03 .03 .03 .03 03 20.6500 .03 .03 .03 .03 3 20.9000 .03 .03 .03 .03 03 21.1500 .03 .03 .03 .03 03 21.4000 .03 .03 .03 .03 21.6500 .03 .03 .03 .03 .: 03 21.9000 .03 .03 .03 .03 j03 22.1500 .03 .03 .03 .03 .013 22.4000 .03 .03 .03 .03 J03 22.6500 .03 .03 .03 .03 J03 22.9000 .03 .03 .03 .03 J03 23.1500 .03 .03 .03 .03 .103 23.4000 .02 .02 .02 .02 02 23.6500 .02 .02 .02 .02 02 23.9000 .02 .02 . Q .02 0 24.1500 .00 SiN: 521F012070C2 pondpack Ver: Parsons Cunningham & Shartle Compute Time: Date: I I I I I I I Type.... Synthetic Curve Name.... TypeII 24hr Tag: 2 File.... z:\civil\ADCADD\PROJECTS\SP-OS-OOl BURFORD\CALCS\ I I Page 2.01 I CUMULATIVE RAINFALL FRACTIONS I Time Output Time increment = .1000 hrs hrs I Time on left represents time for first value in each roJ. - - - - - - - - -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _1- .0000 I .000 .001 .002 .003 .004 .5000 I .005 .006 .007 .008 .009 1.0000 I .011 .012 .013 .014 .01$ 1.5000 'I .016 .017 .018 .020 .021 2.0000 1 .022 .023 .024 .026 .027 2.5000 1 .028 .029 .031 .032 .033 3.0000 I .035 .036 .OJ .038 .040 3.5000 I .041 .042 .044 .045 .047 4.0000 I .048 .049 .051 .052 .054 4.5000 I .055 .057 .058 .060 .061 5.0000 1 .063 .065 .066 .068 .070 5.5000 I .071 .073 .075 .076 .078 6 . 00 0 0 I . 0 80 . 08 2 · 0 84 · 08 5 · 087 6.5000 I .089 .091 .093 .095 .097 7.0000 I .099 .101 .103 .105 .107 7.5000 1 .109 .111 .113 .116 .118 8.0000 1 .120 .122 .125 .127 .130 8.5000 I .132 .135 .138 .141 .144 9.0000 I .147 .150 .153 .157 .160 9.5000 I .163 .166 .170 .173 .177 10.0000 I .181 .185 .189 .194 .199 10.5000 I .204 .209 .215 .221 .228 11.0000 I .235 .243 .251 .261 .271 11.5000 I .283 .3cr .354 .431 .568 12.0000 I .663 .682 .699 .713 .725 12.5000 I . 735 . 743 · 751 · 759 · 7~6 13.0000 I .772 .778 .784 .789 .794 13.5000 I .799 .804 .808 .812 .816 14.0000 I .820 .824 .827 .831 .834 14.5000 I .838 .841 .844 .847 .850 15.0000 I .854 .856 .859 .862 .865 15.5000 I .868 .870 .873 .875 .878 16.0000 I .880 .882 .885 .887 .889 16.5000 I .891 .893 .895 .898 .900 17.0000 I .902 .904 .906 .908 .910 1 7 . so 0 0 I . 912 . 914 · 915 · 91 7 · 9'19 18.0000 I .921 .923 .925 .926 .~ 18.5000 I .930 .931 · 933 · 935 · 9'36 19.0000 I .938 .939 .941 .942 .944 19.5000 I .945 .947 .948 .949 .951 20.0000 I .92 .953 .955 .956 .957 20.5000 I .958 .960 .961 .962 .964 21.0000 I .965 .966 .967 .968 .970 21. 5000 I .971 .972 · 973 · 975 · 916 22.0000 I .977 .978 .979 .981 .982 22.5000 I .983 .984 .985 .986 .988 SiN: 521F012070C2 pondpack Ver: Parsons Cunningham & Shartle Compute Time: Date: I I I I I I I I I I I I I I I I I I I I I I Type.... Synthetic Cumulative Depth Page 2.d3 Name.... TypeII 24hr Tag: 2 Event: 2 ~r File.... z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\ I CUMULATIVE RAINFALL DEPTHS (in) Time Output Time increment = .100 hrs 1 hrs I Time on left represents time for first value in each ro · ---------1-----------------------------------------------------------~-- .0000 I .0000 .0027 .0054 · 0081 · 010$1 .5000 I .0136 .0164 .0193 .0221 .0250 1.0000 I .0279 .0309 · 0338 · 0368 · 0398 1.5000 I .0429 .0460 · 0491 · 0522 · 0554 2.0000 I .0585 .0617 .0650 .0682 .0715 2.5000 I .0748 .0782 · 0815 · 0849 · 0883 3.0000 I .0918 .0953 .0987 .1023 .1058 3.5000 I .1094 .1130 .1166 .1203 .1An 4.0000 I .1277 .1314 .1352 .1391 .1430 4.5000 I .1470 .1510 .1551 .1592 .1634 5 . 00 0 0 I . 167 6 . 1 719 · 17 62 · 180 6 · 18 5'0 5.5000 I .18$ .1941 .1987 .2033 .2080 6.0000 I .2128 .2176 .2225 .2274 .2324 6.5000 I .2374 .2425 .2476 .2528 .2580 7 .0000 I .2633 .2687 · 2741 · 2795 · 2850 7.5000 I .2906 .2962 .3019 .3076 .3134 8.0000 I .3192 .3252 · 3314 · 3380 · 3447 8.5000 I .3518 .3591 .3667 .3745 .3826 9.0000 I .3910 .3995 .4080 .4166 .4251 9.5000 I .4336 .4423 .4515 .4610 .4710 10.0000 I .4815 .4924 .5040 .5163 .5291 10.5000 I .5426 .5570 · 5724 · 5889 · 6065 H.OOOO I .6251 .6455 .6685 .6940 .7221 11.5000 I .7528 .8162 .9426 1.1459 1.5105 12.0000 I 1.7636 1.8140 1.8584 1.89~ 1.9289 12.5000 I 1.9551 1.9776 1.9986 2.0183 2.0366 13.0000 I 2.0535 2.0694 2.0845 2.0988 2.1125 13.5000 I 2.1253 2.1376 2.1493 2.1605 2.1711 14.0000 1 2.1812 2.1910 2.2005 2.2099 2.2191 14.5000 I 2.2281 2.2369 2.2455 2.2540 2.2623 15.0000 I 2.2703 2.2782 2.2859 2.2934 2.3007 15.5000 I 2.3079 2.3148 2.3216 2.3282 2.3346 16.0000 I 2.3408 2.3469 2.3529 2.3589 2.3647 16.5000 I 2.3706 2.3763 2.3820 2.3876 2.3932 17 .0000 I 2.3987 2.4041 2. 4094 2. 4147 24199 17.5000 I 2.4251 2.4302 2.4352 2.4402 2.4450 18.0000 I 2.4499 2.4546 2.4593 2.4639 2.4685 18.5000 I 2.4730 2.4774 2.4818 2.4860 2.4903 19.0000 I 2.4944 2.4985 2.5025 2.5065 2.5104 19.5000 I 2.5142 2.5180 2.5217 2.5253 2.5288 20.0000 I 2.5323 2.5358 2.5392 2.5426 2.5460 20.5000 I 2.5495 2.5528 2.55S 2.5596 2.5629 21.0000 I 2.5662 2.5696 2.5729 2.5762 2.5794 21.5000 I 2.5827 2.5859 2.5892 2.5924 2.5956 22.0000 I 2.5988 2.6020 2.6052 2.6083 2.6115 22.5000 I 2.6146 2.6177 2.6208 2.6239 2.6270 SiN: 521F012070C2 pondpack Ver: Parsons Cunningham & Shartle Compute Time: Date: I I I I I I I I I I I I I I I I I I I Type.... Synthetic Cumulati~ Depth Name.... TypeII 24hr Tag: 10 File.... z:\civil\ADCADD\PROJECTS\SP-OS-OOl BURFORD\CALCS\ I Page 2.07 Event: 10 y:r I I I I I I I I I I I I I I I I I I I CUMULATIVE RAINFALL DEPTHS (in Time I Output Time increment = .1000 hrs I hrs I Time on left represents time for first value in each roJ. ---------1-------------------------------------------------------------- .0000 .5000 1.0000 1.5000 2.0000 2.5000 3.0000 3.5000 4.0000 4.5000 5.0000 5.5000 6.0000 6.5000 7.0000 7.5000 8.0000 8.5000 9.0000 9.5000 10.0000 10.5000 11.0000 11.5000 12.0000 12.5000 13.0000 13.5000 14.0000 14.5000 15.0000 15.5000 16.0000 16.5000 17.0000 17.5000 18.0000 18.5000 19.0000 19.5000 20.0000 20.5000 21.0000 21.5000 22.0000 22.5000 .0000 .0196 .0402 .0618 .0843 .1077 .1321 .1575 .1838 .2116 .2413 .2729 .3064 .3418 .3792 .4184 .4596 .50ffi .5630 .6243 .6932 .7813 .9001 1.0839 2.5393 2.8151 2.9568 3.0602 3.1406 3.2081 3.2689 3.3230 3.3704 3.4133 3.4537 3.4918 3.5274 3.5607 3.5916 3.6201 3.6462 3.6708 3.6950 3.7187 3. 7 4 19 3.7647 .00:3} .0237 .0445 .0662 .0889 .1125 .1372 .1627 .1892 .2174 .2475 .2794 .3133 .3491 .3869 .4265 .4682 .5171 .5753 .6369 .7090 .8020 .9295 1.1752 2.6119 2.8474 2.9796 3. 0778 3.1547 3.2208 3.2803 3.3330 3.3792 3.4215 3.4615 3.4991 3.5343 3.5671 3.5975 3.6255 3.6511 3.6757 3.6998 3.7234 3.7465 3.7691 .0077 .0278 .0487 .0707 .0935 .1174 .1422 .1679 .1947 .2233 .2537 .2861 .3203 .3565 .3946 .4347 .4772 .5280 .5875 .6500 .7257 .8242 .9626 1.3572 2.6758 2.8777 3.0013 3.0946 3.1684 3.2332 3.2913 3.3428 3.3878 3.4297 3.4692 3.5063 3.5410 3.5734 3.6033 3.6308 3.6561 3.6806 3.7045 3.7280 3.7511 3.7736 SiN: 521F012070C2 pondpack Ver: Parsons Cunningham & Shartle ComputeTime: .0117 .0319 .0530 .0751 .0982 .1223 .1473 .1732 .2003 .2292 .2600 .2928 .3274 .3640 .4025 .4429 .4866 .5393 .5998 .6638 .7433 .8480 .9993 1.6499 2.7309 2.9061 3.0220 3.1107 3.1819 3.2454 3.302 3.3522 3.3964 3.4378 3.4768 3.5135 3.5477 3.5795 3.6090 3.6360 3.6610 3.6854 3.7093 3.7327 3.7556 3.7781 Date: .0156 .0360 .0574 . 0797 : .1030 .1272 .1524 .1785 .2059 .2352 .2664 .299$ .3346 .37SL .4104 .4512 .4964 .5509 .6120 .6782 .7619 .8732 1.039'8 2.1749 2.7774 2.9324 3.0416 3.1260 3.1951 3.2573 3.3127 3.3615 3.4049 3.4458 3.4843 3.5205 3.5542 3 .585,6 3.6146 3.6411 36659 3 . 6 9,02 3 . 7 t4 0 3 .73:73 3.7601 3.7825 I Type.... Unit Hyd. Equations Page 5.01 Name. ... File.... Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\EX-SEC1.PPW SCS UNIT HYDRO GRAPH METHOD (Computational Notes) DEFINITION OF TERMS: ------------------------------------------------ I At Ai ~ CNi CNp fLoss gKs Md Psi hK fo fc Ia dt I UDdt D(t) I K Ks Lag p PaCt) Pi(t) qp Qu(t) Q(t) Rai(t)= Rap(t)= Rii(t)= Rip(t)= R(t) Rtm Si Sp t Tc Tb Tp Total area (acres): At = A+Ap Impervious area (acres) Pervious area (acres) Runoff curve number for impervious area Runoff curve number for pervious area f loss constant infiltration (depth/time) Saturated Hydraulic Conductivity (depth/time) Volumetric Moisture Deficit Capillary Suction (length) Horton Infiltration Decay Rate (time~l) Initial Infiltration Rate (depth/time) Ultimate(capacit~Infiltration Rate (depth/time) Initial Abstraction (length) Computational increment (duration of unit excess rainfall) Default dt is smallest value of 0.1333Tc, rtm, and th (Smallest dt is then adjustedto match up with Tp) User specified override computational main time increment (only used if UDdt is => .1333Tc) Point on distribution curve (fraction of P) for time step t 2 I (1 + (Tr/Tp)): default K= 0.75: (for Tr/Tp = 1.67) Hydrograph shape factor Unit Conversions * K: ((lhr/3600sec) * (lft/12in) * ((5280ft)**2/sq.mi)) * K Default Ks = 645.333 * 0.75 484 Lag time from center of e~ess runoff (dt) to Tp: Lag 0.6Tc Total precipitation depth, inches Accumulated rainfall at time step t Incremental rainfall at time step t Peak discharge (cfs) for 1in. runoff, for 1hr, for 1 sq.mi. (Ks * A * Q) I Tp (where Q = line runoff, A=sq.mi.) Unit hydrograph ordinate (cfs) at time step t Final hydrograph ordinate (cfs) at time step t Accumulated runoff (inches) at time step t for impervdus area Accumulated runoff (inches) at time step t for pervious area Incremental runoff (inches) at time step t for impervious area Incremental runoff (inches) at time step t for pervious area Increment~ weighted total runoff (inches) Time increment for rainfall table S for impervious area: Si (1000/CNi)- 10 S for pervious area: Sp = (1000/CNp)- 10 Time step (row) number Time of concentration Time (hrs) of entire unit hydrograph: Tb = Tp + Tr Time (hrs) to peak of a unit hydrograph: Tp = (dt/2) + Lag Type. · .. Uni t Hyd. (HYG rntput) Page 5. 04 Name.... SOUTH Tag: 2 Event: 2 yr File.... Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\EX-SEC1.PPW SCS UNIT HYDRO GRAPH METHOD BURFORD\CALCS\ STORM EVENT: 2 year storm Duration 24.0000 hrs Rain Depth = 2.6600 in Rain Dir Z~civil\ADCADD\PROJECTS\SP-OS-001 Rain File -ID Unit Hyd Type HYG Dir - TypeII 24hr Default Curvilinear = Z~civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\ I I I I I I I I I I I I I I HYG File - ID = EX-SEC1. HYG - SOUTH 2 Tc (Min. Tc) = .0833 hrs Drainage Area = .620 acres Runoff CN= 80 Calc.Increment= .01111 hrs Out.Incr.= .0500 hrs HYG Volume = .052 aeft HYDROGRAPH ORDINATES (cfs) Time I Output Time incremnt = .0500 hrs hrs , Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 10.3500 I .00 .00 .00 .00 .00 10.6000 1 .00 .00 .00 .01 .01 10.8500 I .01 .01 .01 .01 .01 11.1000 I .01 .01 .02 .02 .02 11.3500 I .02 D3 .03 .03 .05 11.6000 I .07 .11 .18 .26 .38 11.8500 I .60 .89 .93 .86 .61 12.1000 I .28 .19 .17 .15 .14 12.3500 I .13 .12 .11 .10 .09 12.6000 1 .09 .08 .08 .08 .08 12.8500 , .07 .07 .07 .07 .06 13.1000 , .06 .06 .06 .06 .06 13.3500 , .06 .05 .05 .05 .05 13.6000 I .05 .05 .05 .05 .04 13.8500 I .04 .04 .04 .04 .04 14.1000 I .04 .04 .04 .04 .04 14.3500 1 .04 .04 .04 .04 .04 14.6000 1 .04 .04 .04 .03 0.3 14.8500 I .03 .03 .03 .03 .03 15.1000 I .03 .03 .03 .03 .03 15.3500 I .03 .03 .03 .03 .03 15.6000 I .03 .03 .03 .03 .03 15.8500 , .03 .03 .03 .03 .03 16.1000 I .03 .03 .03 .03 .03 16.3500 , .02 .02 .02 .02 .02 16.6000 I .02 .02 .02 .02 .02 16.8500 , .02 .02 .02 .02 .02 17.1000 I .02 .02 .02 .02 .02 17.3500 I .02 .02 .02 .02 .02 17.6000 I .02 .02 .02 .02 .02 17.8500 I .02 .02 .02 .02 .02 18.1000 1 .02 .02 .02 .02 .02 SiN: 521F012070C2 Parsons Cunningham & Shartle PondPack Ver: Compute Time: Date: Type.... Unit Hyd. (HYG output) Page 5.0 Name.... SOUTH Tag: 2 Event: 2 tr File.... z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\EX-SEC1.PPW Time hrs I HYDRO GRAPH ORDINATES (cfs) I Output Time increment = .0500 hrs ! Time on left represents time for first value in each ro*. --------- -----------------------------------------------------------~-- 18.3500 18.6000 18.8500 19.1000 19.3500 19.6000 19.8500 20.1000 20.3500 20.6000 20.8500 21.1000 21.3500 21.6000 21 . 8 50 0 22.1000 22.3500 22.6000 22.8500 23.1000 23.3500 23.6000 23.8500 24.1000 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 .01 .01 . O~ .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01- .01 .01 .01 .01 .01 .01 .01 .01 .01 .011 .01 .01 .01 .01 .0] .01 .01 .01 .01 .011 .01 .01 .01 .01 .0'1 .01 .01 .01 .01 .01 i .01 .01 .01 .01 .0'1 .01 .01 .01 .01 . Oil .00 .00 SiN: 521F012070C2 Pondpack Ver: Parsons Cunningham & Shartle Compute Time: Date: I I I I I I I I I I I I Type. ... Unit Hyd. (HYG output) Page 5. 7 Name.... SOUTH Tag: 10 Event: 10 tr File.... z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\EX-SEC1.PPW SCS UNIT HYDRO GRAPH METHOD STORM EVENT: 10 year storm Duration 24.0000 hrs Rain Depth = 3.8300 in Rain Dir Z~civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\ Rain File -ID Unit Hyd Type HYG Dir - TypeII 24hr Default Curvilinear Z~civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\ I I HYDROGRAPH ORDIN~ES (cfs) I Time Output Time increment = .0500 hrs I hrs I Time on left represents time for first value in each ro~. ---------1-----------------------------------------------------------t-- 8.6500 1 .00 .00 .00 .00 .od 8.9000 1 .00 .00 .00 .00 .00 9.1500 1 .00 .00 .00 .01 .01 9 . 4000 I .01 .01 .01 .01 . 01i 9.6500 1 .01 .01 .01 .01 .01 9 . 9000 1 .01 .01 .01 · 01 · 0:1 10.1500 1 .01 .02 .02 .02 .02 10.4000 1 .02 .02 .02 .02 .03 10.6500 1 .03 .03 .03 .03 .0'3 1 0 . 9 0 0 0 1 . 04 . 04 . 04 · 04 · 015 11.1500 1 .05 .06 .06 .07 .01 11.4000' .08 .08 .09 .13 .1,9 11 . 6 5 0 0 1 . 2 9 . 4 3 . 6 1 . 8 3 1 . 2:4 11.9000 1 1.76 1.77 1.59 1.10 .51! 12.1500 I .35 .30 .27 .25 .23 12.4000 I .22 .20 .18 .16 .15 12.6500 , .15 .14 .14 .13 .13 12.9000 , .12 .12 .11 .11 .11 13.1500 , .11 .10 .10 .10 .10 13.4000 .09 .09 .09 .09 .dB 13.6500 .08 .08 .08 .08 .Oa 13.9000 .07 .07 .07 .07 .07 14.1500 .07 .07 .07 .06 .06 14.4000 .06 .06 .06 .06 .06' 14.6500 .06 .06 .06 .06 .06 14.9000 .06 .06 .06 .06 .d6 15.1500 .05 .05 .05 .05 .05 15.4000 .05 .05 .05 .05 .O!S 15.6500 .05 .05 .05 .05 .05 15.9000 .05 .04 .04 .04 .04 16.1500 .04 .04 .04 .04 .04 16.4000 .04 .04 .04 .04 .04 HYG File - ID = EX-SEC1.HYG - SOUTH 10 Tc (Min. Tc) .0833 hrs Drainage Area = .620 acres Runoff CN= 80 Calc.Increment= .01111 hrs Out.Incr.= .0500 hrs HYG Volume .098 aeft SiN: 521F012070C2 pondpack Ver: Parsons Cunningham & Shartle Compute Time: Date: Type.... Master Network Summary Page 2.01 Name.... Watershed File.... Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\NORTH.PPW MASTER DESIGN STORM SUMMARY Network Storm Collection: Hendricks County Return Event Total Depth in Rainfall Type RNF ID 10 100 4.2500 5.9000 Synthetic Curve Synthetic Curve TypeII 24hr TypeII 24hr MASTER NETWORK SUMMARY SCS Unit Hydrograph Method (*Node=Outfallj +Node=Diversionj) (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 ae-ft Trun hrs cfs ft ac-ft ----------------- - - -- ------ ---------- --------- -------- -------- ------------ NORTH AREA 10 .155 12.0000 2.43 NORTH AREA 100 .233 12.0000 3.56 *OUTLET JCT 10 .155 12.1000 1.74 *OUTLET JCT 100 .233 12.1000 2.24 POND IN POND 10 .155 12.0000 2.43 POND IN POND 1m .233 12.0000 3.56 POND OUT POND 10 .155 12.1000 1.74 845.85 .021 POND OUT POND 100 .233 12.1000 2.24 846.35 .037 SIN: 521F012070C2 Parsons Cunningham & Shartle PondPack Ver: Compute Time: Date: Type.... Executive Summary (Links) Page 3.02 Name.... watershed Event: 10 yr File. ... Z:\civil\ADCADD\PROJECTS\SP-OS-001 BURFORD\CALCS\NORTH.PPW Storm... TypeII 24hr Tag: 10 NETWORK SUMMARY-- LINKS (UN=Upstream N)de; DL=DNstream End of Link; DN=DNstream Node) (Trun.= HYG Truncation: Blank=Nonej L=Leftj R=Rtj LR=Left & Rt) DEFAULT Design Storm File,ID = Hendricks County Storm Tag Name = 10 ------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency 10 yr Total Rainfall Depth= 4.2500 in Duration Multiplier = 1 Resulting Duration 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs Link ID Type HYG Vol ac-ft Trun. Peak Time hrs Peak Q cfs End Points ADD TO POND ----------- --- ------- -------- ---------------- ADD UN DL DN .155 .155 .155 12.0000 12.0000 12.0000 2.43 NORTH 2.43 2.43 POND IN TO OUTLET PONDrt UN .155 12.0000 2.43 POND TO OUTLET .155 12.1000 1.74 POND DL .155 12.1000 1.74 DN .155 12.1000 1.74 OUTLET SiN: 521F012070C2 Parsons Cunningham & Shartle PondPack Ver: Compute Time: Date: IN OUT Type.... Synthetic Curve Page Name. ... TypeI! 24hr Tag: 10 File. . .. Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\ CUMULATIVE RAINFALL FRACTIONS Time I Output Time increment = 1000 hrs hrs I Time on left represents time for first value in each roJ. ---------1------------------------------------------------------------'-- .0000 I .000 .001 .002 .003 .004 .5000 I .005 .006 .007 .008 .009 1.0000 I .011 .012 .013 .014 .015 1.5000 I .016 .017 .018 .020 .021 2.0000 I .022 .023 .024 .026 .027 2.5000 I .028 .029 .031 .032 .033 3.0000 I .035 .036 .037 .038 .040 3 . 5 0 0 0 I . 04 1 . 04 2 . 044 · 04 5 0.4 7 I 4.0000 I .048 .049 .051 .052 .054 4.5000 I .055 .057 .058 .060 .061 5.0000 I .063 .065 .066 .068 .070 5 . 5 0 0 0 I .0 71 . 0 7 3 . 0 7 5 · 0 7 6 · 0 7 8 6.0000 I .080 .082 .084 .085 .081 6.5000 I .089 .091 .093 .095 .097 7.0000 I .099 .101 .103 .105 .107 7.5000 I .109 .111 .113 .116 .118 8.0000 I .120 .122 .125 .127 .130 8.5000 I .132 .135 .138 .141 .144 9.0000 I .147 .150 .153 .157 .160 9.5000 I .163 .166 .170 .173 .177 10.0000 I .181 .185 .189 .194 .199 10.5000 I .204 .209 .215 .221 .228 11.0000 I .235 .243 .251 .261 .271 11.5000 I .283 .307 .354 .431 .568 12.0000 I .663 .682 .699 113 .725 12 . 5 0 0 0 I . 7 3 5 . 7 4 3 . 7 5 1 . 7 5 9 · 7 66 13.0000 .772 .778 .784 .789 .794 13 . 5 0 0 0 . 7 9 9 . 8 04 . 8 0 8 · 8 12 · 8 1'6 14 . 0 0 00 . 8 2 0 . 8 24 . 8 2 7 . 8 3 1 . 8 314 14.5000 .838 .841 .844 .847 .850 15.0000 .854 .856 .859 .862 .865 15.5000 .868 .870 .873 .875 .878 16.0000 .880 .882 .885 .887 .889 16 . 5 0 0 0 . 8 91 . 8 93 . 8 95 · 8 98 . 900 17.0000 .902 .904 .906 .908 .910 17.5000 .912 .914 .915 .917 .919 18.0000 .921 .923 .925 · 926 .928 18.5000 .930 .931 .933 .935 .9j6 19.0000 .938 .939 .941 .942 .944 19.5000 .945 .947 .948 .949 .951 20.0000 .952 .953 .955 .956 .957 20.5000 .958 .960 961 .962 .964 21.0000 .965 .966 .967 .968 .9io 21.5000 .971 .972 .973 .975 .916 22.0000 .977 .978 .979 .981 .992 22.5000 .983 .984 .985 .986 .988 I I I I I I I SiN: 521F012070C2 pondpack Ver: Parsons Cunningham & Shartle Compute Time: Date: I I I I I I I I Type.... Unit Hyd. Equations Page 8.01 Name. . . . File.... Z:\civil\ADCADD\PROJECTS\SP-OS-OOl BURFORD\CALCS\NORTH.PPW I I SCS UNIT HYDROGRAPH METHOD (Computational Notes) DEFINITION OF !ERMS: ------------------------------------------------ At Ai Ap CNi CNp fLoss gKs Md Psi hK fo fc Ia dt UDdt D (t) K Ks I Lag P Pa(t) Pi{t) qp Qu{t) Q(t) Rai(t)= Rap(t)= Rii(t)= Rip(t)= R(t) Rtm Si Sp t Tc Tb Tp Total area (acres): At = Ai+Ap Impervious area (acres) Pervious area (acres) Runoff curve number for impervious area Runoff curve nuwer for pervious area f loss constant infiltration (depth/time) Saturated Hydraulic Conductivity (depth/time) Volumetric Moisture Deficit Capillary Suction (length) Horton Infiltration DecayRate (time^-l) Initial Infiltration Rate (depth/time) Ultimate (capacity) Infiltration Rate (depth/time) Initial Abstraction (length) Computational increment (duration of unit excess rainfall) Default dt is smallest value of 0.1333Tc, rtm, and th (Smallest dt is then adjusted to match up with Tp) User specified override computational main time increment (only used if UDdt is => .1333Tc) Point en distribution curve (fraction of P) for time step t 2 I (1 + (Tr/Tp)): default K = 0.75: (for Tr/Tp = 1.67) Hydrograph shape factor Unit Conversions * K: ((lhr/3600sec) * (lft/12in) * ((5280ft)**2/sqrni)) * K Default Ks = 645.333 * 0.75 484 Lag time from center of excess runoff (dt) to Tp: Lag 0.6Tc Total precipitation depth, inches Accumulated rainfall at time step t Incremental rainfall at time step t Peak discharge (cfs) for 1in. runoff, for 1hr, for 1 sq.mi. (Ks * A * Q) I Tp (where Q = 1in. runoff, A=sq.mi.) Unit hydrograph ordinate (cfs) at time step t Final hydrographordinate (cfs) at time step t Accumulated runoff (inches) at time step t for impervious area Accumulated runoff (inches) at time step t for pervious area Incremental runoff (inches) at time step t for impervious area Incremental runoff (inches) at time step t for pervious area Incremental weighted total runoff (inches) Time increment for rainfall table S for impervious area: Si = (1000/CNi)- 10 S for pervious area: Sp = (1000/CNp) - 10 Time step (row) number Time of concentration Time (hrs) of entire unit hydrograph: Tb = Tp + Tr Time (hrs) to peak of a unit hydrograph: Tp = (dt/2) + Lag Type.... unit Hyd. (HYG output) Page 8.07 Name.... NORTH Tag: 100 Event: 100 yjr File.... z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\NORTH.PPW Storm... TypeII 24hr Tag: 100 SCS UNIT HYDROGRAPHMETHOD STORM EVENT: 100 year storm Duration 24.0000 hrs Rain Depth = 5.9000 in Rain Dir Z~civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\ Rain File -ID Unit Hyd Type HYG Dir - TypeII 24hr Default Curvilinear Z~civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\ HYG File - ID - NORTH 100 Tc .1700 hrs Drainage Area = .590 acres Calc.Increment= .02267 hrs HYG Volume .233 aeft Runoff CN= 90 Out.Incr.= .0500 hrs HYDROGRAPH ORDINATES (cfs) Time 1 Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each ---------1-----------------------------------------------------------~-- 3.5000 .00 .00 .00 .00 .ID 3.7500 .00 .00 .00 .00 .00 4.0000 .00 .00 .00 .01 .01 4.2500 .01 .01 .01 .01 .01 4.5000 .01 .01 .01 .01 .01 4.7500 .01 .01 .01 .01 .01 5.0000 .01 .01 .01 .01 .01 5.2500 .01 .01 .01 .01 .02 5.5000 .02 .02 .02 .02 .02 5.7500 .02 .02 .02 .02 .02 6.0000 .02 .02 .02 .02 .02 6.2500 .02 .02 .02 .02 .02 6.5000 .02 .02 .03 .03 .03 6.7500 .03 .03 .03 .03 .03 7.0000 .03 .03 .03 .03 .03 7.2500 .03 .03 .03 .03 .03 7.5000 .03 .03 .03 .04 .0'4 7.7500 .04 .04 .04 .4) .04 8.0000 .04 .04 .04 .04 .014 8.2500 .04 .04 .05 .05 .015 8.5000 .05 .05 .05 .05 .05 8.7500 .06 .06 .06 .06 .016 9.0000 .06 .06 .07 .07 .07 9.2500 .07 .07 .07 .07 .07 9.5000 .07 .07 .07 .07 .09 9.7500 .08 .08 .08 .08 .09 10.0000 .09 .09 .09 .10 .10 10.2500 .10 .11 .11 .11 .12' 10.5000 .12 .12 .13 .13 .14 10.7500 .14 .15 .16 .16 .17 11.0000 .18 .18 .19 .20 .21 11.2500 .23 .24 .25 .27 .28 SiN: 521F012070C2 Parsons Cunningham & Shartle pondpack Ver: Compute Time: Date: I I I I I I I I I I I I I I I I I I I Type. ... Unit Hyd. (HYG outputi Page 8.08 Name.... NORTH Tag: 100 Event: 100 yr File. ... Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\NORTH.PPW Storm... TypeII 24hr Tag: 100 HYDROGRAPH ORDINATES (cfs) Time 1 Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 11.5000 I .30 .34 .45 .62 .89 11.7500 I 1.22 1.63 2.15 2.91 3.51 12.0000 I 3.56 3.16 2.35 1.54 1.05 12.2500 1 .79 .64 .55 .49 .44 12.5000 I .40 .36 .33 .30 .29 12.7500 1 .28 .26 .26 .25 .24 13.0000 I .23 .22 .21 .21 .20 13.2500 I .19 .19 .19 .18 .18 13.5000 I .17 .17 .16 .16 .15 13.7500 I .15 .15 .14 .14 .14 14.0000 , .13 .13 .13 .13 .12 14 .2500 I . 12 . 12 . 12 . 12 . 12 14.5000 I .12 .12 .11 .11 .11 14.7500 I .11 .~ .11 .11 .11 15.0000 I .10 .10 .10 .10 .10 15.2500 I .10 .10 .10 .10 .09 15 · 5000 I . 09 .09 . 09 .09 .09 15.7500 I .09 .09 .08 .08 .08 16.0000 I .08 .08 .08 .08 .08 16.2500 I .08 .08 .08 .08 .08 16.5000 I .07 .07 .07 .07 .07 16.7500 I .07 .07 .07 .07 .07 17.0000 I .07 .07 .07 .07 .07 17.2500 I .07 .07 .07 .07 .07 17.5000 I .07 .07 .07 .07 .06 17.7500 I .06 .06 .06 .06 .06 18.0000 I .06 .06 .06 .06 .ffi 18.2500 I .06 .06 .06 .06 .06 18.5000 I .06 .06 .06 .06 .06 18.7500 I .06 .06 .06 .05 .05 19.0000 I .CE .05 .05 .05 .05 19.2500 I .05 .05 .05 .05 .05 19.5000 I .05 .05 .05 .05 .05 19.7500 I .05 .05 .05 .05 .05 20.0000 I .05 .05 .04 .04 .04 20.2500 I .04 .04 .04 .04 .04 20.5000 I .04 .04 .04 .04 .04 20.7500 I .04 .04 .04 .04 .04 21.0000 I .04 .04 .04 .04 .04 21.2500 I .04 .04 .04 .04 .04 21.5000 I .04 .04 .04 .04 .04 21.7500 I .04 .04 .04 .04 .04 22.0000 I .04 .04 .04 .04 .04 22.2500 I .04 .04 .04 .4) .04 22.5000 I .04 .04 .04 .04 .04 22.7500 I .04 .04 .04 .04 .04 23.0000 I .04 .04 .04 .04 .04 SiN: 52IF012070C2 PondPack Ver: Parsons Cunningham & Shartle Compute Time: Date: Typ e. . . . Node: Addition Summary Page 9.03 I Name. . . . OUTLET Event: 10 yr Fi Ie. . . . Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\NORTH.PPW Storm. . . TypeII 24hr Tag: 10 I HYDROGRAPH ORDINATES (cf s) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. I ---------1-------------------------------------------------------------- 13.0500 I .17 .16 .16 .15 .15 13.3000 I .14 .14 .13 .13 .13 I 13.5500 I .12 .12 .12 .11 .11 13.8000 .11 .11 .10 .10 .10 14 . 0500 .10 .09 .09 .09 .09 14.3000 .09 .09 .09 .08 .08 I 14.5500 .08 .08 .08 .08 .08 14.8000 .08 .08 .08 .08 .08 15.0500 .07 .07 .07 .07 .07 15.3000 .07 .07 .07 .07 .07 I 15.5500 .07 .07 .06 .06 .06 15.8000 .06 .06 .06 .06 .06 16.0500 .06 .06 .06 -.06 .06 I 16.3000 .05 .05 .05 .05 .05 16.5500 .05 .05 .05 .05 .05 16.8000 .05 .05 .05 .05 .05 17.0500 .05 .05 .05 .05 .05 I 17.3000 .05 .05 .05 .05 .05 17.5500 .05 .05 .05 .05 .05 17.8000 .05 .05 .05 .04 .04 I 18.0500 .04 .04 .04 .04 .04 18.3000 .04 .04 .04 .04 .04 18.5500 .04 .04 .04 .04 .04 18.8000 .04 .04 .04 .04 .04 I 19.0500 .04 .04 .04 .04 .04 19.3000 .04 .04 .04 .04 .04 19.5500 .04 .04 .03 .03 .03 I 19.8000 .03 .03 .03 .03 .03 20.0500 .03 .03 .03 .03 .03 20.3000 .03 .03 .03 .03 .03 20.5500 .03 .03 .03 .03 .03 I 20.8000 .03 .03 .03 .03 .03 21.0500 .03 .03 .03 .03 .03 21.3000 .03 .03 .03 .03 .03 21.5500 .03 .03 .03 .03 .03 I 21.8000 .03 .03 .03 .03 .03 22.0500 .03 .03 .03 .03 .03 22.3000 .03 .03 .03 .03 .03 I 22.5500 .03 .03 .03 .03 .03 22.8000 .03 .03 .03 .03 .03 23.0500 .03 .03 .03 .03 .03 23 . 3 000 .03 .03 .03 .03 .03 I 23.5500 .03 .03 .03 .03 .03 23.8000 .03 .03 .03 .03 .03 24.0500 .03 .02 .02 .02 .01 I 24.3000 .01 .01 .00 .00 SiN: 521F012070C2 Parsons Cunningham & Shartle PondPack Ver: Compute Time: Date: I I I I I I I I I I I I I I I I I I I I Type.... Node: Addition Summary Page 9.05 Name.... OUTLET Event: 100 yr File.... Z:\civil\ADCADD\PROJECTS\SP-OS-001 BURFORD\CALCS\NORTH.PPW Storm... TypeII 24hr Tag: 100 TOTAL NODE INFLOW... HYG file HYG ID OUTLET HYG Tag 100 Peak Discharge Time to Peak HYG Volume 2.24 cfs 12.1000 hrs .233 aeft HYDROGRAPH ORDINATES (cf s) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 3.6000 I .00 .00 .00 .00 .00 3.8500 I .00 .00 .00 .00 .00 4.1000 I .00 .00 .00 .00 .01 4.3500 I .01 .01 .01 .01 .01 4.6000 I .01 .01 .01 .01 .01 4.8500 I .01 .01 .01 .01 .01 5.1000 I .01 .01 .01 .01 .01 5.3500 I .01 .01 .01 .01 .01 5.6000 I .02 .02 .02 .02 .02 5.8500 I .02 .02 .02 .02 .02 6.1000 I .02 .02 .02 .02 .02 6.3500 I .02 .02 .02 .02 .02 6.6000 I .02 .02 .03 .03 .03 6.8500 I .03 .03 .03 .03 .03 7.1000 I .03 .03 .03 .03 .03 7.3500 I .03 .03 .03 .03 .03 7.6000 I .03 .03 .03 .03 .04 7.8500 I .04 .04 .04 .04 .04 8.1000 I .04 .04 .04 .04 .04 8.3500 I .04 .04 .04 .05 .05 8.6000 I .05 .05 .05 .05 .05 8.8500 I .06 .06 .06 .06 .06 9.1000 I .06 .06 .07 .07 .07 9.3500 I .07 .07 .07 .07 .07 9.6000 I .07 .07 .07 .07 .08 9.8500 I .08 .08 .08 .08 .09 10.1000 I .09 .09 .09 .10 .10 10.3500 I .10 .11 .11 .11 .12 10.6000 I .12 .12 .13 .13 .14 10.8500 I .14 .15 .16 .16 .17 11.1000 I .17 .18 .19 .20 .21 11.3500 I .22 .24 .25 .27 .29 11.6000 I .33 .40 .52 .70 .94 SiN: 521F012070C2 Parsons Cunningham & Shartle pondPack Ver: Compute Time: Date: Type. · .. Time-Elev Page 10.02 Name.... POND OUT Tag: 10 Event: 10 yr File. ... Z:\civil\ADCADD\PROJECTS\SP-OS-001 BURFORD\CALCS\NORTH.PPW Storm... TypeII 24hr Tag: 10 TIME vs. ELEVATION (ft) Time , Output Time increment = .0500 hrs hrs , Time on left represents time for first value in each row. ---------1----------------------------------------------------_________ 15.9000 I 844.65 844.65 844.65 844.65 844.65 16.1500 I 844.65 844.65 844.65 844.65 844.65 16.4000 I 844.65 844.65 844.65 844.65 844.65 16.6500 1 844.65 844.65 844.65 844.65 844.65 16.9000 I 844.65 844.65 844.65 844.64 844.64 17.1500 I 844.64 844.64 844.64 844.64 844.64 17.4000 I 844.64 844.64 844.64 844.64 844.64 17.6500 I 844.64 844.64 844.64 844.64 844.64 17.9000 I 844.64 844.64 844.64 844.64 844.64 18.1500 I 844.64 844.64 844.64 .4.64 844.64 18.4000 I 844.64 844.64 844.64 844.64 844.64 18.6500 I 844.64 844.64 844.64 844.64 844.64 18.9000 I 844.64 844.63 844.63 844.63 844.63 19 . 15 0 0 , 844.63 844.63 844.63 844.63 844.63 19.4000 I 844.63 844.63 844.63 844.63 844.63 19.6500 I 844.63 844.63 844.63 844.63 844.63 19.9000 844.63 844.e 844.63 844.63 844.63 ,20.1500 844.63 844.63 844.63 844.63 844.63 20.4000 844.63 844.63 844.63 844.63 844.63 20.6500 844.63 844.63 844.63 844.63 844.63 ,20.9000 844.63 844.63 844.63 844.63 844.63 21.1500 844.63 844.63 844.63 844.63 844.63 21.4000 844.63 844.63 844.63 844.63 844.63 21.6500 844.63 844.63 844.63 844.63 844.63 ,21.9000 844.63 844.63 844.63 844.63 844.63 22.1500 844.63 844.63 844.63 844.63 844.63 22.4000 844.63 844.63 84.63 844.63 844.63 22.6500 844.63 844.63 844.63 844.63 844.63 22.9000 844.63 844.63 844.62 844.62 844.62 23.1500 844.62 844.62 844.62 844.62 844 .J5 I 23.4000 844.62 844.62 844.62 844.62 844.62 23.6500 844.62 844.62 844.62 844.62 844.62 23.9000 844.62 844.62 844.62 844.62 844.62 24.1500 844 . ~ 844.61 844.61 844.61 844.60 I 24.4000 844.60 844.60 SiN: 521F012070C2 Parsons Cunningham & Shartle I PondPack Ver: Compute Time: Date: I I I I Type. . .. Vol: Elev-Area Name. . .. POND Page 12.011 File.... Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\NORTH.PPW Elevation (ft) Planimeter ( sq . in) Area A1+A2+sqr(A1*A2) (sq.ft) (sq.ft) Volume (aeft) Volume Sum (ac-ft) I 844.60 312 0 .000 .000 845.00 582 1320 .004 .004 846.00 1325 2785 .021 .025 847.00 2124 5127 D39 .065 POND VOLUME EQUATIONS Reservoir VOlumlso * Incremental volume computed by the Conic Method for Volume = (1/3) * (EL2-EL1) * (Areal + Area2 + sq.rt. (Area1*Area2)) I I where: ELI, EL2 Area1,Area2 Volume = Lower and upper elevations of the increment Areas computed for ELI, EL2, respectively = Incremental volume between ELI and EL2 I SiN: 521F012070C2 pondpack Ver: Parsons Cunningham & Shartle Compute Time: Date: I I I I Type.... Node: Pond Inflow Summary Page 14.0 Name.... POND IN Event: 10 yr File.... Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\NORTH.PPW Storm... TypeII 24hr Tag: 10 TOTAL NODE INFLOW... HYG file = HYG ID POND IN HYG Tag 10 Peak Discharge Time to Peak HYG Volume 2.43 cfs 12.0000 hrs .155 aeft I ----------------------------------- HYDROGRAPH ORDINATES (cf s) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row;. --------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1- 4.6500 .00 .00 .00 .00 .00 4.9000 .00 .00 .00 .00 .00 5.1500 .00 .00 .00 .00 .00 5.4000 .00 .00 .00 .01 .01 5.6500 .01 .01 .01 .01 .01 5.9000 .01 .01 .01 .01 .01 6.1500 .01 .01 .01 .01 .01 6.4000 .01 .01 .01 .01 .01 6.6500 .01 .01 .01 .01 .01 6.9000 .01 .01 .01 .01 .01 7.1500 .01 .01 .01 .02 .02 7.4000 .02 .02 .02 .02 .02 7.6500 .02 .02 .02 .02 .02 7.9000 .02 .02 .02 .02 .02 8.1500 .02 .02 .02 .02 .02 8.4000 .02 .03 .03 .03 .03 8.6500 .03 .03 .03 .03 .03 8.9000 .03 .03 .03 .04 .04 9.1500 .04 .04 .04 .04 .04 9.4000 .04 .04 .04 .04 .04 9.6500 .04 .04 .04 .05 .05 9.9000 .05 .05 .05 .05 .05 10.1500 .06 .06 .06 .06 .07 10.4000 .07 .07 .07 .07 .08 10.6500 .08 .08 .09 .09 .10 10.9000 .10 .10 .11 .11 .12 11.1500 .12 .13 .14 .15 .16 11.4000 .17 .18 .19 .22 .29 11.6500 .40 .57 .79 1.07 1.43 11.9000 1.95 2.38 2.43 2.17 1.62 12.1500 1.06 .72 .55 .45 .39 12.4000 .34 .31 .28 .25 .23 12.6500 .21 .20 .19 .18 .18 SiN: 521F012070C2 Parsons Cunningham & Shartle pondpack Ver: Compute Time: Date: I I I I I Type.... Node: Pond Inflow Summary age 14.06 Name.... POND IN Event: 100 yr File.... Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\NORTH.PPW Storm... TypeII 24hr Tag: 100 TOTAL NODE INFLOW... HYG file HYG ID POND IN HYG Tag 100 Peak Discharge = Time to Peak HYG Volume 3.56 cfs 12.0000 hrs .233 ae- ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each row. I --------- -------------------------------------------------------------- 3.5000 .00 .00 .00 .00 .00 3.7500 .00 .00 .00 .00 .00 I 4.0000 .00 .00 .00 .01 .01 4.2500 .01 .01 .01 .01 .01 4.5000 .01 .01 .01 .01 .01 4.7500 .01 .01 .01 .01 .01 I 5.0000 .01 .01 .01 .01 .01 5.2500 .01 .01 .01 .01 .02 5.5000 .02 .02 .02 .02 .02 5.7500 .02 .02 .02 .02 .02 6.0000 .02 .02 .02 .02 .02 6.2500 .02 .02 .02 .02 .02 6.5000 .02 .02 .03 .03 .03 6.7500 .03 .03 .03 .03 .03 7.0000 .03 .03 .03 .03 .03 7.2500 .03 .03 .03 .03 .03 7.5000 .03 .03 .03 .04 .04 7.7500 .04 .04 .04 .04 .04 8.0000 .04 .04 .04 .04 .04 8.2500 .04 .04 .05 .05 .05 8.5000 .05 .05 .05 .05 .05 8.7500 .06 .06 .06 .06 .06 9.0000 .06 .06 .07 .07 .07 9.2500 .07 .07 .07 .07 .07 9.5000 .07 .07 .07 .07 .08 9.7500 .08 .08 .08 .08 .09 10.0000 .09 .09 .09 .10 .10 10.2500 .10 .11 .11 .11 .12 10.5000 .12 .12 .13 .13 .14 10.7500 .14 .15 .16 .16 .17 11.0000 .18 .18 .19 .20 .21 11.2500 .23 .24 .25 .27 .28 11.5000 .30 .34 .45 .62 .89 I SiN: 521F012070C2 Parsons Cunningham & Shartle pondpack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 14.1 Name.... POND OUT Tag: 10 Event: 10 yr File. ... z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\NORTH.PPW Storm... TypeII 24hr Tag: 10 POND ROUTED TOTAL OUTFLOW HYG... HYG file HYG ID = POND OUT HYG Tag = 10 ----------------------------------- Peak Discharge Time to Peak HYG Volume 1.74 cfs 12.1000 hrs .155 aeft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time 1 Output Time increment = .0500 hrs roJ. hrs 1 Time on left represents time for first value in each _________1____________________________________________________________1__ 4.6500 1 .00 .00 .00 .00 .Odi 4.9000 I .00 .00 .00 .00 .00 5.1500 .00 .00 .00 .00 .00 5.4000 .00 .00 .00 .00 .00 5.6500 .01 .01 .01 .01 .O~ 5.9000 .01 .01 .01 .01 .0Jt 6.1500 .01 .01 .01 .01 .01 I 6.4000 .01 .01 .01 .01 .O:a 6.6500 .01 .01 .01 .01 .Ol 6.9000 .01 .01 .01 .01 .01 7 . 15 0 0 .01 .01 .01 .01 .0] 7.4000 .02 .02 .02 .02 .02 7.6500 .02 .02 .02 .02 .O~ 7.9000 .02 .Q .02 .02 .02 ' 8.1500 .02 .02 .02 .02 .02 8.4000 .02 .02 .02 .03 .03 8.6500 .03 .03 .03 .03 .03 I 8.9000 .03 .03 .03 .03 .OJ 9.1500 .04 .04 .04 .04 .04 9.4000 .04 .04 .04 .04 .0. 9.6500 .04 .04 .04 .04 .041 9.9000 .05 .05 .05 .05 .0$ 10.1500 .05 .05 .06 .06 .O{j 10.4000 .06 .06 .07 .07 .07 ' 10.6500 .07 .08 .08 .08 .0fJ 10.9000 .09 .09 .10 .10 :~~ 11.1500 .11 .12 .12 .13 11.4000 .15 .16 .17 .18 . 2 11.6500 .25 .34 .46 .62 . 8 11.9000 1.11 1.46 1.60 1.71 1.~1 12.1500 1.ffi 1.55 1.36 1.08 . 8 12.4000 .69 .57 .47 .40 . 3 12.6500 .30 .27 .24 .22 . 2 SiN: 521F012070C2 Parsons Cunningham & Shartle pondpack Ver: Compute Time: Date: I Type. . . . Pond Routed HYG (total out) Page 14.12 I Name. . . . POND OUT Tag: 10 1Fent : 10 yr Fi Ie. . . . Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\NORTH.PPW Storm. . . TypeII 24hr Tag: 10 I HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs brs 1 Time on left represents time for first value in each row. I ---------/-------------------------------------------------------------- 12.9000 I .20 .19 .18 .17 .16 13.1500 , .16 .15 .15 .14 .14 13.4000 I .13 .13 .13 .12 .12 I 13.6500 1 .12 .11 .11 .11 .11 13.9000 I .10 .10 .10 .0. .09 14.1500 , .09 .09 .09 .09 .09 I 14.4000 I .09 .08 .08 .08 .08 14.6500 I .08 .08 .08 .08 .08 14.9000 I .08 .08 .08 .07 .07 15.1500 I .07 .07 .07 .07 .07 I 15.4000 I .07 .07 .07 .07 .07 15.6500 I .06 .06 .06 .06 .06 15.9000 I .06 .06 .06 .06 .06 I 16.1500 I .06 .06 .06 .05 .05 16.4000 I .05 .05 .05 .05 .05 16.6500 I .05 .05 .05 .05 .05 16.9000 , .05 .05 .05 .05 .05 I 17.1500 I .05 .05 .05 .05 .05 17.4000 1 .05 .05 .05 .05 .05 17.6500 , .05 .05 .05 .05 .05 I 17.9000 I .05 .04 .04 .04 .04 18.1500 I .04 .04 . g .04 .04 18.4000 J .04 .04 .04 .04 .04 18.6500 , .04 .04 .04 .04 .04 I 18.9000 I .04 .04 .04 .04 .04 19.1500 I .04 .04 .04 .04 .04 19.4000 , .04 .04 .04 .04 .04 19.6500 I .03 .03 .03 .03 .03 I 19.9000 , .03 .03 .03 .03 .03 20.1500 I .03 .03 .03 .03 .03 20.4000 I .03 .03 .03 .03 .03 I 20.6500 I .03 .03 .03 .03 .03 20.9000 I .03 .03 .03 .03 .03 21.1500 I .03 .03 .03 .03 .03 21.4000 I .03 .03 .03 .03 .03 I 2 1 . 65 0 0 I .03 .03 .03 .03 .03 21.9000 I .03 .03 .03 .03 .03 22.1500 I .03 .03 .03 .03 .03 I 22.4000 I .03 .(] .03 .03 .03 22.6500 I .03 .03 .03 .03 .03 22.9000 , .03 .03 .03 .03 .03 23.1500 I .03 .03 .03 .03 .03 I 23.4000 I .03 .03 .03 .03 .03 23.6500 I .03 .03 .03 .03 .03 23.9000 I .03 .03 .03 .03 .02 I 24.1500 I .02 .02 .01 .01 .01 24.4000 I .00 .00 SiN: 521F012070C2 Parsons Cunningham & Shartle I PondPack Ver: Compute Time: Date: I Type.... Diverted Hydrograph Name.... TO OUTLET File. . .. Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\ Storm... TypeII 24hr Tag: 10 Page 14.18 Event: 10 yr DIVERTED HYDRO~PH... HYG file HYG ID = TO OUTLET HYG Tag = 10 Peak Discharge Time to Peak HYG Volume 1.74 cfs 12 1000 hrs .155 aeft HYDROGRAPH ORDINATES (cf s) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 4.8000 I .00 .00 .00 .00 .00 5.0500 I .00 .00 .00 .00 .00 5.3000 I .00 .00 .00 .00 .00 5.5500 I .00 .00 .01 .01 .01 5.8000 I .01 .01 .01 .01 .01 6.0500 I .01 .01 .01 .01 .01 6.3000 I .01 .01 .01 .01 .01 6.5500 I .01 .01 .01 .01 .01 6.8000 I .01 .01 .01 .01 .01 7.0500 .01 .01 .01 .01 .01 7.3000 .01 .01 .02 .02 .02 7.5500 .02 .02 .02 .02 .02 7.8000 .02 .02 .02 .02 .02 8.0500 .02 .02 .02 .02 .02 8.3000 .02 .02 .02 .02 .02 8.5500 .03 .03 .03 .03 .03 8.8000 .03 .03 .03 .03 .03 9.0500 .03 .03 .04 .04 .04 9.3000 .04 .04 .04 .04 .04 9.5500 .04 .04 .04 .04 .04 9.8000 .04 .04 .05 .05 .05 10.0500 .05 .05 .05 .05 .06 10.3000 .06 .06 .06 .06 .07 10.5500 .07 .07 .07 .08 .08 10.8000 .08 .09 .09 .09 .10 11. 0500 .10 .11 .11 .12 .12 11.3000 .13 .14 .15 .16 .17 11.5500 .18 .21 .25 .34 .46 11.8000 .62 .83 1.11 1.46 1.60 12.0500 1.71 1.74 1.68 1.55 1.36 12.3000 1.08 .86 .69 .57 .47 12.5500 .40 .34 .30 .27 .24 12.8000 .22 .21 .20 .19 .18 SiN: 521F012070C2 Parsons Cunningham & Shartle pondpack Ver: Compute Time: Date: Typ e. . . . Diverted Hydrograph Page 14.19 Name. . . . TO OUTLET Event: 10 yr File.... Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\ Storm. . . TypeII 24hr Tag 10 HYDROGRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each r .w. --------- __________________________________________________________J__ 13.0500 .17 .16 .16 .15 .t5 13.3000 .14 .14 .13 .13 .]3 13.5500 .12 .12 .12 .11 ~lli 13.8000 .11 .11 .10 .10 .10 14.0500 .10 .09 .09 .09 .09 14.3000 .09 .09 .09 .08 .ds 14.5500 .08 .08 .OS .08 .08 14.8000 .08 .08 .08 .08 .08 15.0500 .07 .07 .07 .07 .d7 15.3000 .07 .07 .07 .07 .07 15.5500 .07 .07 .06 .06 .06 15.S000 .06 .06 .06 .06 .d6 16.0500 .06 .06 .06 .06 .d6 16.3000 .05 .05 .05 .05 . di5 16.5500 .05 .05 .05 .05 .d5 16.8000 .05 .05 .05 .05 .d5 17.0500 .05 .05 .05 .05 .0$ 17.3000 .05 .05 .05 .05 .d5 17.5500 .05 .05 .05 .05 .d5 17.8000 .05 .05 .05 Q4 .041 18.0500 .04 .04 .04 .04 .04 18.3000 .04 .04 .04 .04 .d4 18.5500 .04 .04 .04 .04 .d4 18.8000 .04 .04 .04 .04 . di4 19.0500 .04 .04 .04 .04 .d4 19.3000 .04 .04 .04 .04 .d4 19.5500 .04 .04 .03 .03 .oi 19.8000 .03 .03 .03 .03 .d3 20.0500 .03 .03 .03 .03 .d3 20.3000 .03 .03 .03 .03 .031 20.5500 .03 .03 .03 .03 .03 20.8000 .03 .03 .03 .03 .d3 21.0500 .03 .03 .03 .03 .03 21.3000 .03 .03 .03 .03 .013 21.5500 .03 .03 .03 .03 .03 21.8000 .03 .03 .03 .03 .03 22.0500 .03 .03 03 .03 .oj 22.3000 .03 .03 .03 .03 .03 22.5500 .03 .03 .03 .03 .d3 22.8000 .03 .03 .03 .03 .d3 23.0500 .03 .03 .03 .03 .d3 23.3000 .03 .03 .03 .03 .03 23.5500 .03 .03 .03 .03 .d3 23.8000 .03 .03 .03 .03 .O~ 24.0500 .03 .02 .02 .02 .Q1 24.3000 .01 .01 .00 .00 SIN: 521F012070C2 pondpack Ver: Parsons Cunningham & Shartle Compute Time: Date: Type.... Diverted Hydrograph Name.... TO OUTLET File.... Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\ Storm... TypeII 24hr Tag: 100 Page 14.20 Event: 100 yr DIVERTED HYDROGRAPH... HYG file HYG ID = TO OUTLET HYG Tag = 1m Peak Discharge Time to Peak HYG Volume 2.24 cfs 12.1000 hrs .233 aeft I I I I I I I I I I I I I I HYDROGRAPH ORDINATES (cfs) Time 1 Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------1------------------------------------------------------------- 3.6000 I .00 .00 .00 .00 .00 3.8500 1 .00 .00 .00 .00 .00 4.1000 I .00 .00 .00 .00 .01 4.3500 1 .01 .01 .01 .01 .01 4.6000 1 .01 .01 .01 .01 .01 4.8500 I .01 .01 .01 .01 .01 5.1000 1 .01 .01 .01 .01 .01 5.3500 I .01 .01 .01 .01 .01 5.6000 I .02 .02 .02 .02 .02 5.8500 I .02 .02 .02 .02 .02 6.1000 1 .02 .02 .02 .02 .02 6.3500 I .02 .02 .02 .02 .02 6.6000 I .02 .02 .03 .03 .03 6.8500 I .03 .03 .03 .03 .03 7.1000 I .03 .03 .03 .03 .03 7.3500 I .03 .03 .03 .03 .03 7.6000 1 .03 D3 .03 .03 .04 7.8500 I .04 .04 .04 .04 .04 8.1000 I .04 .04 .04 .04 .04 8.3500 1 .04 .04 .04 .05 .05 8.6000 I .05 .05 .05 .05 .05 8.8500 I .06 .06 .06 .06 .06 9.1000 1 .06 .06 .07 .07 .07 9.3500 1 .07 .07 .07 .07 .07 9.6000 I .07 .07 .07 .07 .08 9.8500 1 .08 .08 .08 .08 .09 10.1000 1 .09 .09 .09 .10 .10 10.3500 1 .10 .11 .11 .11 , .12 10.6000 I .12 .12 .13 .13 .14 10.8500 I .14 .15 .16 .16 1.7 11.1000 I .17 .18 .19 .20' .21 11.3500 I .22 .24 .25 .27 .29 11.6000 I .33 .40 .52 .70 .94 SiN: 521F012070C2 Parsons Cunningham & Shartle Pondpack Ver: Compute Time: Date: Table of Contents I I POND I POND POND I POND I Table of Contents {continued} iv IN 10 Node: Pond Inflow Summary......... 14.02 IN 100 Node: Pond InflowSummary ......... 14.05 OUT 10 Pond Routing Summary.............. Detention Time .................... Pond Routed HYG (total on) .... ... OUT 100 Pond Routing Summary.......... .... Detention Time .................... Pond Routed HYG (total out) ...... TO OUTLET....... 10 Diverted Hydrograph ........... .... TO OUTLET....... 100 Diverted Hydrograph ............ ... SiN: I pondpack Ver: I I I I I Compute Time: 14.09 14.10 14.11 14.13 14.14 14.15 14.18 14.20 Date: Type.... Master Network Summary Page 2.01 Name.... Watershed File.... Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\SOUTH.PPW I MASTER DESIGN STORM SUMMARY I Network Storm Collection: Hendricks Couny I Return Event Total Depth in Rainfall Type RNF ID I 10 100 4.2500 5.9000 Syntheti: Curve Synthetic Curve TypeII TypeII 24hr 24hr I MASTER NETWORK SUMMARY SCS Unit Hydrograph Method I (*Node=Outfallj +~de=Diversionj) (Trun= HYG Truncation: Blank=Nonej L=Leftj R=Rtj LR=Left&Rt) I Max Return HYG Vol Qpeak Qpeak Max WSEL Pond Storage Node ID Type Event aeft Trun hrs cfs ft ac-ft ----------------- ------ ---------- --------- -------- -------- ------------ *OUTLET JCT 10 .192 12.1000 2.06 *OUTLET JCT 100 .289 12.1000 2.58 POND IN POND 10 .192 12.0000 3.00 POND IN POND 100 .289 12.0000 4.41 POND OUT POND 10 .192 12.1000 2.06 845.35 .028 POND OUT POND 100 .289 12.1000 2.58 845.97 .049 SOUTH AREA 10 .192 12.0000 3.00 SOUTH AREA 100 .289 12.0000 4.41 SiN: 521F012070C2 Parsons Cunningham & Shartle PondPack Ver: Compute Time: Date: Type.... Executive Summary (Links) Page 3.02 Name.... Watershed Event: 10 yr File. . .. ,Z :\civil \ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\SOUTH. PPW Storm. .. TypeII 24hr Tcg: 10 NETWORK SUMMARY-- LINKS (UN=Upstream Node; DL=DNstream End of Link; DN=DNstream Node) (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) DEFAULT Design Storm File,ID = Hendricks County Storm Tag Name = 10 I Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency = 10 yr Total Rainfall D~th= 4.2500 in Duration Multiplier = 1 Resulting Duration 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs I Link ID Type HYG Vol ac-ft Trun. Peak Time hrs Peak Q cfs End Points ADD TO POND ADD UN DL DN .192 .192 .192 12.0000 12.0000 12.0000 3.00 3.00 3.00 SOUTH I POND IN I TO OUTLET PONDrt UN .192 12.0000 3.00 POND TO OUTLET .192 12.1000 2.06 POND DL .192 12.1000 2.06 DN .192 12.1000 2.06 OUTLET SiN: 521F012070C2 Parsons Cunningham & Shartle PondPack Ver: Compute Time: Date: IN OUT I Type.... Executive Summary (Links) Page 3.04 Name.... Watershed Event: 100 yr File.... Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\SOUTH.PPW Storm... TypeII 24hr Tag: 100 NETWORK SUMMARY-- LINKS (UN=Upstream Node; DL=DNstream End of Link; DN=DNst~ Node) (Trun.= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left & Rt) DEFAULT Design Storm File,ID = Hendricks County Storm Tag Name = 100 ------------------------------------------------------------------- Data Type, File, ID = Synthetic Storm TypeII 24hr Storm Frequency 100 yr Total Rainfall Depth= 5.9000 in Duration Multiplier = 1 Resulting Duration 24.0000 hrs Resulting Start Time= .0000 hrs Step= .1000 hrs End= 24.0000 hrs Link ID HYG Vol Peak Time Peak Q ae-ft Trun. hrs cfs ----------- - -- ------- -------- UN .289 12.0000 4.41 DL .289 12.0000 4.41 DN .289 12.0000 4.41 POND Type End Points ADD TO POND ADD SOUTH I TO OUTLET PONDrt UN .289 12.0000 4.41 POND TO OUTLET .289 12.1000 2.58 POND DL .289 12.1000 2.58 DN .289 12.1000 2.58 OUTLET SiN: 521F012070C2 Parsons Cunningham & Shartle Pondpack Ver: Compute Time: Date: IN IN OUT Type. ... Unit Hyd. Equations Page 8.01 Name.... File. ... Z:\civil\ADCADD\PROJECTS\SP-OS-001 BURFORD\CALCS\SOUTH.PPW SCS UNIT HYDROaAPH METHOD (Computational Notes) DEFINITION OF TERMS: -----------_____________________________________ At Ai ~ CNi CNp fLoss gKs Md Psi hK fo fc Ia dt UDdt D(t) K Ks Lag P PaCt) Pi(t) qp Qu(t) Q(t) Rai(t)= Rap(t)= Rii(t)= Rip(t)= R(t) Rtm Si Sp t Tc Tb Tp Total area (acres): At = Ai+Ap Impervious area (acres) Pervious area (acres) Runoff curve number for impervious area Runoff curve number for pervious area f loss constant infiltration (depth/time) Saturated Hydraulic Conductivity (depth/time) Volumetric MOEture Deficit Capillary Suction (length) Horton Infiltration Decay Rate (time~l) Initial Infiltration Rate (depth/time) Ultimate (capacity) Infiltration Rate (depth/time) Initial Abstraction ~ength) Computational increment (duration of unit excess rainfall) Default dt is smallest value of 0.1333Tc, rtm, and th (Smallest dt is then adjusted to match up with Tp) User specified override computauonal main time increment (only used if UDdt is => .1333Tc) Point on distribution curve (fraction of P) for time step t 2 I (1 + (Tr/Tp)): default K = 0.75: (for Tr/Tp = 1.67) Hydrograph shape factor Unit Conversions * K: ((lhr/3600sec) * (lft/12in) * ((5280ft)**2/sq.mi)) * K Default Ks = 645.333 * 0.75 484 Lag time from center of excess runoff (dt) to Tp: Lag 0.6Tc Total precipitation depth, inches Accumulated rainfall at time step t Incremental rainfall at time step t Peak discharge (cfs) for 1in. runoff, for 1hr, for 1 sq.mi. (Ks * A * Q) I Tp (where Q = 1in. runoff, A=sq.mi) Unit hydrograph ordinate (cfs) at time step t Final hydrograph ordinate (cfs) at time step t Accumulated runoff (inches) at time step t for impervious area Accumulated runoff (inches) at time step t mr pervious area Incremental runoff (inches) at time step t for impervious area Incremental runoff (inches) at time step t for pervious area Incremental weighted total runoff (inches) Time increment for Binfall table S for impervious area: Si (1000/CNi)- 10 S for pervious area: Sp = (1000/CNp)- 10 Time step (row) number Time of concentration Time (hrs) of entire unit hydrograph: m = Tp + Tr Time (hrs) to peak of a unit hydrograph: Tp = (dt/2) + Lag Type. ... Unit Hyd. (HYG output) Page 8.04 Name.... SOUTH Tag: 10 Event: 10 yr File.... Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\SOUTH.PPW Storm... TypeII 24hr Tag: 10 SCS UNIT HYDROGRAPH METHOD STORM EVENT: 10 year storm Duration = 24.0000 hrs Rain Depth = 4.2500 in Rain Dir Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\ I Rain File -ID Unit Hyd Type HYG Dir - TypeII 24hr Default Curvilinear Z~civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\ HYG File - ID - SOUTH 10 Tc .1700 hrs Drainage Area = .730 acres Calc.Increment= .02267 hrs HYG Volume .192 aeft Runoff CN= 90 Out.Incr.= .0500 hrs I HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------1------------------------------------------------------------- 4.6000 1 .00 .00 .00 .00 .00 4.8500 1 .00 .00 .00 .00 .00 5.1000 1 .00 .00 .00 .00 .00 5.3500 1 .01 .01 .01 .01 .01 5.6000 I .01 .01 .01 .01 .01 5.8500 1 .01 .01 .01 .01 .01 6.1000 I .01 .01 .01 .01 .01 6.3500 I .01 .01 .01 .01 .01 6.6000 1 .01 .01 .01 .01 .02 6.8500 .02 .02 .02 02 .02 7.1000 .02 .02 .02 .02 .02 7.3500 .02 .02 .02 .02 .02 7.6000 .02 .02 .02 .02 .02 7.8500 .02 .02 .02 .02 .02 8.1000 .03 .03 .03 .03 .03 8.3500 .03 .03 .03 .03 .03 8.6000 .03 .04 .04 .04 .04 8.8500 .04 .04 .04 .04 .04 9.1000 .05 .05 .05 .05 .05 9.3500 .05 .05 .05 .05 .05 9.6000 .05 .05 .05 .05 .06 9.8500 .06 .06 .06 .06 .07 10.1000 .07 .07 .07 .08 .08 10.3500 .08 .08 .09 .09 .09 10.6000 .10 .10 .10 .11 .11 10.8500 .12 .12 .13 .13 .14 11.1000 .15 .15 16 .17 .19 11.3500 .20 .21 .22 .24 .27 11.6000 .36 .49 .71 .98 1.32 11.8500 1.76 2.41 2.94 3.00 2.68 12.1000 2.00 1.31 .89 .68 .55 12.3500 .48 .42 .38 .34 .31 SiN: 521F012070C2 Parsons Cunningham & Shartle Pondpack Ver: Compute Time: Date: I I I I I Type.... Unit Hyd. (HYG output) Page 8.08 Name.... SOUTH Tag: 100 Event: 100 yr File.... Z:\civil\ADCADD\PROJECTS\SP-OS-001 BURFORD\CALCS\SOUTH.PPW Storm... TypeII 24hr Tag: 100 SCS UNIT HYDROGRAPH METHOD BURFORD\CALCS\ STORM EVENT: 100 year storm Duration 24.0000 hrs Rain Depth = 5.9000 in Rain Dir Z~civil\ADCADD\PROJECTS\SP-05-001 I Rain File -ID Unit Hyd Type HYG Dir - TypeII 24hr Default Curvilinear Z~civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\ HYG File - ID - SOUTH 100 Tc .1700 hrs Drainage Area: .730 acres Calc. Increment: .02267 hrs HYG Volume .289 aeft Runoff CN= 90 Out.Incr.= .0500 hrs HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------1------------------------------------------------------------- 3.4500 1 .00 .00 .00 .00 .00 3.7000 I .00 .00 .00 .00 .00 3.9500 1 .00 .01 .01 .01 .01 4.2000 , .01 .01 .01 .01 .01 4.4500 I .01 .01 .01 .01 .01 4.7000 I .01 .01 .01 .01 .01 4.9500 1 .01 .01 .01 .02 .02 5.2000 1 .02 .02 .02 .02 .02 5.4500 I .02 .02 .02 .02 .02 5.7000 .02 .02 .02 .02 .02 5.9500 .02 .02 .03 .03 .03 6.2000 .03 .03 .03 .03 .03 6.4500 .03 .03 .03 .03 .03 6.7000 .03 .03 .03 .03 .03 6.9500 .04 .04 .04 .04 .04 7.2000 .04 .04 .04 .04 .04 7.4500 .04 .04 .04 04 .04 7.7000 .04 .04 .05 .05 .05 7.9500 .05 .05 .05 .05 .05 8.2000 .05 .05 .05 .06 .06 8.4500 .06 .06 .06 .06 .07 8.7000 .07 .07 .07 .07 .07 8.9500 .08 .08 .08 .08 .08 9.2000 .08 .08 .09 .09 .09 9.4500 .09 .09 .09 .09 .09 9.7000 .09 .10 .10 .10 .10 9.9500 .11 .11 .11 .12 .12 10.2000 .12 .13 .13 .14 .14 10.4500 .15 .15 .15 .16 .17 10.7000 .17 .18 .19 .19 .20 10.9500 .21 .22 .23 .24 .25 11.2000 .26 .28 .30 .32 .33 SiN: 521F012070C2 Parsons Cunningham & Shartle pondPack Ver: ComputeTime: Date: I I I I I I I I I I I I I I I I I I I Type.... Node: Addition Summary Page 9.02 Name.... OUTLET Event: 10 yr File.... Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\SOUTH.PPW Storm... TypeII 24hr Tag: 10 TOTAL IDDE INFLOW... HYG file HYG ID = OUTLET HYG Tag = 10 ----------------------------------- Peak Discharge Time to Peak HYG Volume 2.06 cfs 12.1000 hrs .192 aeft ----------------------------------- HYDRO GRAPH ORDINATES (cfs) Time 1 Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 4.7000 1 .00 .00 .00 .00 .00 4.9500 1 .00 .CID .00 .00 .00 5.2000 1 .00 .00 .00 .00 .00 5.4500 1 .01 .01 .01 .01 .01 5.7000 I .01 .01 .01 .01 .01 5.9500 I .01 .01 .01 .01 .01 6.2000 , .01 .01 .01 .01 .01 6.4500 I .01 .01 .01 .01 .01 6.7000 I .01 .01 .01 .01 .01 6.9500 1 .02 .02 .02 .02 .02 7.2000 I .02 .02 .02 .02 .02 7.4500 1 .02 .02 .02 .02 .02 7.7000 I .02 .02 .02 .02 .02 7.9500 1 .02 .02 .02 .02 .02 8.2000 1 .03 .03 .03 .03 .]) 8.4500 , .03 .03 .03 .03 .03 8.7000 I .03 .04 .04 .04 .04 8.9500 I .04 .04 .04 .04 .04 9.2000 I .01 .05 .05 .05 .05 9.4500 , .05 .05 .05 .05 .05 9.7000 I .05 .05 .05 .05 .06 9.9500 I .06 .06 .06 .06 .07 10.2000 I .07 .07 .07 .07 .08 10.4500 I .08 .08 .09 .09 .09 10.7000 I .10 .10 .10 .11 .11 10.9500 1 .12 .12 .13 .13 .14 11.2000 1 .15 .15 .16 .17 .18 11.4500 I .20 .21 .22 .26 .32 11.7000 , .42 .58 .78 1.05 1.42 11.9500 I 1.65 1.87 2.03 2.06 2.02 12.2000 , 1.86 1.68 1.50 1.20 .94 12.4500 , .75 .61 .51 .:4 .37 12.7000 1 .33 .30 .27 .26 .24 SiN: 521F012070C2 Parsons Cunningham & Shartle PondPack Ver: Compute Time: Date: Type. . . . Node: Addition Summary Page 9.06 Name. . . . OUTLET Evet : 100 yr File. . . . Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\SOUTH.PPW Storm. . . TypeII 24hr Tag: 100 I HYDRO GRAPH ORDINATES (cfs) Time 1 Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each row. I ---------1-------------------------------------------------------------- 11.8000 I 1.19 1.52 1.79 2.11 2.34 12.0500 1 2.51 2.58 2.57 2.49 2.36 12.3000 1 2.21 2.06 1.84 1.63 1.43 I 12.5500 I 1.09 .85 .69 .58 .49 12.8000 I .44 .39 .36 .34 .32 13.0500 I .31 .29 .28 .27 .26 13.3000 I .25 .24 .24 .23 .23 I 13.5500 .22 .21 .21 .20 .20 13.8000 .19 .19 .18 .18 .18 14.0500 .17 .17 .16 .16 .16 I 14.3000 .16 .15 .15 .15 .15 14.5500 .15 .14 .14 .14 .14 14.8000 .14 .14 .14 .13 .13 15.0500 .13 .13 .13 .13 .13 I 15.3000 .12 .12 .12 .12 .12 15.5500 .12 .12 .11 .11 .11 15.8000 .11 .11 .11 .11 .10 I 16.0500 .10 .10 .10 .10 .10 16.3000 .10 .10 .10 .09 .09 16.5500 .09 .09 .09 .09 .09 16.8000 .09 .09 .09 .09 .09 I 17.0500 .09 .09 .09 .09 .09 17.3000 .09 .09 .08 .08 .08 17.5500 .08 .08 .08 .08 .08 I 17.8000 .08 .08 .08 .08 .08 18.0500 .08 .08 .08 .08 .08 18.3000 I .08 .07 .07 .07 .07 18.5500 1 .07 .07 .07 .07 .07 I 18.8000 I .07 .07 .07 .07 .07 19.0500 I .07 .07 .07 .07 .07 19.3000 1 .06 .06 .06 .06 .06 19.5500 1 .06 .06 .06 .06 .06 I 19.8000 1 .06 .06 .06 .06 .06 20.0500 I .06 .06 .06 .06 .06 20.3000 I .05 .05 .05 .05 .05 I 2 0 . 550 0 I .05 .05 .05 .05 .05 20.8000 1 .05 .05 .05 .05 .05 21.0500 I .05 .05 .05 .05 .05 21.3000 I .05 .05 .05 .05 .05 I 21.5500 1 '.05 .05 .05 .05 .05 21.8000 I .05 .05 .05 .05 .05 22.0500 1 .05 .05 .05 .05 .05 I 22.3000 1 .05 .05 .05 .05 .05 22.5500 I .05 .05 .05 .05 .05 22.8000 I .05 .05 .05 .05 .05 23.0500 1 .05 .05 .05 .05 .05 I 23.3000 I .05 .05 .05 .05 .05 SiN: 521F012070C2 Parsons Cunningham & Shartle I PondPack Ver: CompUte Time: Date: I Type. . . . Time vs. Volume Page 11.01 Name. . . . POND OUT Tag: 10 Event: 10 yr File. . . . Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\SOUTH.PPW Storm. . . TypeII 24hr Tag: 10 TIME vs. VOLUME (aeft) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 4.6000 I .000 .000 .000 .000 .000 4.8500 I .000 .000 .000 .000 .000 I 5.1000 I .000 .000 .000 .000 .000 5.3500 1 .000 .000 .000 .000 .000 5 . 6000 I .000 .000 .000 .000 .000 5.8500 I .000 .000 .000 .000 .000 6.1000 1 .000 .000 .000 .000 .000 6.3500 I .000 .O<ID .000 .000 .000 6.6000 1 .000 .000 .000 .000 .000 6.8500 1 .000 .000 .000 .000 .000 7.1000 1 .000 .000 .000 .000 .000 7.3500 1 .000 .000 .000 .000 .000 7.6000 I .000 .000 .000 .000 .000 7.8500 I .000 .000 .000 .000 .000 8.1000 1 .000 .000 .000 .000 .000 8.3500 1 .000 .000 .000 .000 .000 I 8.6000 I .000 .000 .000 .000 .000 8.8500 1 .000 .000 .000 .000 .000 9.1000 1 .000 .000 .000 .000 .000 9.3500 I .000 .000 .000 .000 .000 9.6000 1 .000 .000 .000 .000 . an 9.8500 1 .000 .000 .000 .000 .000 10.1000 1 .000 .000 .000 .000 .000 I 10.3500 1 .000 .001 .001 .001 .001 10.6000 I . om .001 .001 .001 .001 10.8500 1 .001 .001 .001 .001 .001 11.1000 I .001 .001 .001 .001 .001 I 11.3500 I .001 .001 .001 .002 .002 11.6000 .002 .003 .004 .005 .007 11.8500 .009 .013 .018 .023 .027 12.1000 .028 .026 .023 .018 .015 12.3500 .011 .008 .007 .006 .005 12.6000 .004 .003 .003 .002 .002 12.8500 .002 .002 .002 .002 .002 13.1000 .001 .001 .001 .001 .001 13.3500 .001 .001 .001 .001 .001 13.6000 .001 .001 .001 .001 .001 13.8500 .001 .001 .001 .on .001 14.1000 .001 .001 .001 .001 .001 14.3500 .001 .001 .001 .001 .001 14.6000 .001 .001 .001 .001 .001 14.8500 .001 .001 .001 .001 .001 15.1000 .001 .001 .001 .001 .001 15.3500 .001 .001 .001 .001 .001 15.6000 .001 .001 .001 .001 .001 SiN: 521F012070C2 Parsons Cunningham & Shartle PondPack Ver: Compute Time: Date: Type. . .. Vol: Elev-Area Name. . .. POND Page 12.01 File.... Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\SOUTH.PPW Elevation (ft) Planimeter (sq. in} Area A1+A2+sqr(A1*A2} (sq.ft) (sq.ft) Voilme (aeft) Volume Sum (ac-ft) ------------------------------------------------------------------------ 843.80 306 0 .000 .000 844.00 428 1096 .002 .002 845.00 1072 2177 .017 .018 846.00 1772 4222 .032 .051 POND VOLUME EQUlrIONS * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL~ELl) * (Areal + Area2 + sq.rt. (Area1*Area2}) where: ELl, EL2 Areal, Area2 Volume = Lower and upper elevations of the increment = Areas computed for ELl, EL2, respectively = Incremental volume between ELI and EL2 SIN: 521F012070C2 Pondpack Ver: Parsons Cunningham & Shartle Compute Tim: Date: Type. . .. Pond E-V-Q Table Page 14.0 Name. . .. POND File.... Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\SOUTH.PPW HYG Dir Inflow HYG file Outflow HYG file Pond Node Data Pond Volume Data Pond Outlet Data No Infiltration INITIAL CONDITIONS Starting WS Elev Starting Volume Starting Outflow Starting Infiltr. Starting Total Qout= Time Increment Elevation ft Outflow cfs --------------------------------------------------------------------------~--- Storage ac-ft Area sq.ft Infilt. cfs Q Total cfs 2S/t + 0 cfs LEVEL POOL ROUTING DATA z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\ NONE ST~ED - POND IN 10 NONE STORED- POND OUT 10 POND POND 8" 843.80 ft .000 aeft .00 cfs .00 cfs .00 cfs .0500 hE I 843.80 .00 .000 306 .00 .00 i .00 844.30 .56 .005 591 .00 .56 13.06 844.80 1.45 .014 920 .00 1.45 B.12 845.30 2.02 .026 1264 .00 2.02 14.78 845.80 2.46 .043 1618 .00 2.46 23.20 I 846.00 2.61 .051 1772 .00 2.61 27.12 SiN: 521F012070C2 Parsons Cunningam & Shartle Pondpack Ver: Compute Time: Date: Type. . . . Node: Pond Inflow Summary Page 14.04 Name. . . . POND IN Event: 10 yr Fi Ie . . . . Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\SOUTH.PPW Storm. . . TypeII 24hr Tag: 10 HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 12.8500 1 .22 .21 .20 .20 .19 13.1000 I .18 .18 .17 .17 .16 13.3500 I .16 .16 .15 .15 .14 13.6000 I .14 .14 .13 .13 .13 13.8500 I .12 .12 .12 .12 .11 14.1000 1 .11 .11 .11 .11 .11 14.3500 I .10 .10 .10 .10 .10 14.6000 I .10 .10 .10 .10 .09 14.8500 1 .09 .09 .09 .09 .09 15.1000 .09 .09 .09 .09 .08 15.3500 .08 .08 .08 .08 .08 15.6000 .08 .08 .08 .08 .07 15.8500 .07 .07 .07 .07 .07 16.1000 .07 .07 .07 .07 .07 16.3500 .07 .07 .07 .07 .06 16 . 6000 .06 .06 .06 .06 .06 16.8500 .06 .06 .06 .06 .06 I 17.1000 .06 .06 .06 .06 .06 17.3500 .06 .06 .06 .06 .06 17.6000 .06 .06 .06 .06 .06 I 17.8500 .06 .06 .05 .05 .05 18.1000 .05 .05 .05 .05 .05 18.3500 .05 .05 .05 .05 .05 18.6000 .05 .05 .05 .05 .05 I 18.8500 .05 .05 .05 .05 .05 19.1000 .05 .05 .05 .05 .04 19.3500 .04 .04 .04 .04 .04 19.6000 .04 .04 .04 .04 .04 I 19.8500 .04 .04 .04 .04 .04 20.1000 .04 .04 .04 .04 .04 20.3500 .04 .04 .04 .04 .04 20.6000 .04 .04 .04 .04 .04 20.8500 .04 .04 .04 .04 .04 21.1000 .04 .04 .04 .04 .04 21.3500 .04 .04 .04 .04 .04 21.6000 .04 .04 .04 .04 .04 21.8500 .04 .04 .04 .04 .04 22.1000 .04 .04 .04 .04 .04 22.3500 .04 .04 .04 .04 .04 22.6000 .04 .03 .03 .03 .03 22.8500 .03 .03 .03 .03 .03 23.1000 .03 .03 .03 .03 .03 23.3500 .03 .03 .03 .03 .03 23.6000 .03 .03 .03 .03 .03 23.8500 .03 .03 .03 .03 .03 24.1000 .02 .01 .01 .00 .00 24.3500 .00 SiN: 521F012070C2 Parsons Cunningham & Shartle pondpack Ver: Compute Time: Date: Type.... Node: Pond Inflow Summary Page 14.06 Name.... POND IN Event: 100 yr File.... Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\SOUTH.PPW Storm... TypeII 24hr Tag: 100 TOTAL NODE INFLOW... HYG file HYG ID POND IN HYG Tag 100 ----------------------------------- Peak Discharge Time to Peak HYG Volume 4.41 cfs 12.0000 hrs .289 ac-ft ----------------------------------- HYDRO GRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs 1 Time on left represents time for first valuein each row. ---------1-------------------------------------------------------------- 3.4500 1 .00 .00 .00 .00 .00 3.7000 1 .00 .00 .00 .00 .00 3 . 95 00 1 .00 .01 .01 .01 .01 4.2000 1 .01 .01 .01 .01 .01 4.4500 I .01 .01 .01 .01 .01 4.7000 1 .01 .01 .01 .01 .01 4.9500 1 .01 .01 .01 .02 .02 5.2000 1 .02 .02 .02 .02 .02 5.4500 1 .02 .02 .02 .02 .02 5.7000 1 .02 .02 .02 .02 .02 5.9500 1 .02 .02 .03 .03 .03 6.2000 1 .03 .03 .03 .03 .03 6.4500 1 .03 .03 .03 .03 .03 6.7000 1 .03 .03 .03 .03 .03 6.9500 1 .04 .04 .04 .04 .04 7.2000 1 .04 .04 .04 .04 .04 7.4500 1 .04 .04 .04 .04 .04 7.7000 1 .04 .04 .05 .05 .05 7.9500 I .05 .05 .05 .05 .05 8.2000 I .05 .05 .05 .06 .06 8.4500 1 .06 .06 .06 .06 .07 8.7000 I .07 .07 .07 .07 .07 8.9500 I .08 .08 .08 .08 .08 9.2000 I .08 .08 .09 .09 .09 9.4500 I .09 .09 .09 .09 .09 9.7000 1 .09 .10 .10 .10 .10 9.9500 1 .11 .11 .11 .12 .12 10.2000 1 .12 .13 .13 .14 .14 10.4500 I .15 .15 .15 .16 .17 10.7000 I .17 .18 .19 .19 .20 10.9500 I .21 .22 .23 .24 .25 11.2000 1 .26 .28 .30 .32 .33 11.4500 1 .35 .37 .43 .56 .77 SiN: 521F012070C2 Parsons Cunningham & Shartle PondPack Ver: Compute Time: Date: Type.... Pond Routed HYG (total out) Page 14. Name.... POND OUT Tag: 10 Event: 10 File.... z:\civil\ADCADD\PROJECTS\SP-OS-001 BURFORD\CALCS\SOUTH.PPW Storm... TypeII 24hr Tag: 10 POND ROUTED TOTAL OUTFLOW HYG... HYG file HYG ID = POND OUT HYG Tag = 10 ----------------------------------- Peak Discharge Time to Peak HYG Volume 2.06 cfs 12.1000 hrs .192 aeft ----------------------------------- HYDRO GRAPH ORDINATES (cfs) Time 1 Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each ---------1------------------------------------------------------------ - 4.6000 I .00 .00 .00 .00 .00 4.8500 I .00 .00 .00 .00 .00 5.1000 I .00 .00 .00 .00 .00 5.3500 I .00 .~ .01 .01 .01 5.6000 I .01 .01 .01 .01 .01 5.8500 I .01 .01 .01 .01 .01 6.1000 I .01 .01 .01 .01 .01 6.3500 I .01 .01 .01 .01 .oi 6.6000 I .01 .01 .01 .01 .01. 6.8500 I .01 .01 .02 .02 .02 7.1000 I .02 .02 .02 .02 .02 7.3500 I .02 .02 .02 .02 .02: 7.6000 I .02 .02 .02 .02 .02 7.8500 I .02 .02 .02 .02 .02 8.1000 I .02 .02 .03 .03 .03 8.3500 I .03 .03 .03 .03 .03 8 . 6 0 0 0 I . 0 3 . 0 3 . 0 3 · 04 .4) !i 8.8500 I .04 .04 .04 .04 .04 9.1000 I .04 .04 .04 .05 .0S 9.3500 I .05 .05 .05 .05 .05 9.6000 1 .CE .05 .05 .05 .05 9.8500 I .05 .06 .06 .06 .06 10.1000 1 .06 .07 .07 .07 .01 10.3500 1 .07 .08 .08 .08 .09 10.6000 1 .09 .09 .10 .10 .10 10.8500 I .11 .11 .12 .12 .13 11.1000 I .13 .14 .15 .15 .16 11.3500 1 .17 .18 .20 .21 .22 11.6000 I .26 .32 .42 .58 .7$ 11.8500 I 1.05 1.42 1.65 1.87 2.03 12.1000 I 2.06 2.02 1.86 1.68 1.50 12.3500 I 1.20 .94 .75 .61 .51 12.6000 I .43 .37 .33 .30 .2 SiN: 521F012070C2 Pondpack Ver: Parsons Cunningham & Shartle Compute Time: Date: I I I I I I I I I I Type. . . . Pond Routed HYG (total out) Page 14.12 Name. . . . POND OUT Tag: 10 Event: l~r Fi Ie. . . . Z:\civil\ADCADD\PROJECTS\SP-OS-001 BURFORD\CALCS\SOUTH.PPW Storm. . . TypeII 24hr Tag: 10 I HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0500 hrs hrs 1 Time on left represents time for first value in each row. I ---------1-------------------------------------------------------------- 12.8500 1 .26 .24 .23 .22 .21 13.1000 , .20 .19 .19 .18 .18 I 13.3500 .17 .17 .16 .16 .15 13.6000 .15 .15 .14 .14 .13 13.8500 .13 .13 .13 .12 .12 14.1000 .12 .11 .11 .11 .11 I 14.3500 .11 .11 .10 .10 .10 14.6000 .10 .10 .10 .10 .10 14.8500 .10 .10 .09 .09 .09 15.1000 .09 .09 .09 .09 .09 I 15.3500 .09 .09 .08 .08 .08 15.6000 .08 .08 . 8 .08 .08 15.8500 .08 .07 .07 .07 .07 I 16.1000 .07 .07 .07 .07 .07 16.3500 .07 .07 .07 .07 .07 16.6000 .07 .06 .06 .06 .06 16.8500 .06 .06 .06 .06 .06 I 17.1000 .06 .06 .06 .06 .06 17.3500 .06 .06 .06 .06 .06 17.6000 .06 .06 .06 .06 .06 I 17.8500 .06 .06 .06 .06 .05 18.1000 .05 .05 .05 .05 .05 18.3500 .05 .05 .05 .05 .05 18.6000 .05 .05 .05 .05 .05 I 18.8500 .05 .05 .05 .05 .05 19.1000 .05 .05 .05 .05 .05 19.3500 .05 .04 .04 .04 .04 I 19.6000 .04 .04 .04 .04 .04 19.8500 .04 .(4 .04 .04 .04 20.1000 .04 .04 .04 .04 .04 20.3500 .04 .04 .04 .04 .04 I 20.6000 .04 .04 .04 .04 .04 20.8500 .04 .04 .04 .04 .04 21.1000 .04 .04 .04 .04 .04 21.3500 .04 .04 .04 .04 .04 I 21.6000 .04 .04 .04 .04 .04 21.8500 .04 .04 .04 .04 .04 22.1000 .04 .04 .04 .04 .04 I 22.3500 .04 .04 .04 .04 .04 22.6000 .04 .04 .04 .03 .03 22.8500 .03 .03 .03 .03 .03 23.1000 .03 .03 .03 .03 .3> I 23.3500 .03 .03 .03 .03 .03 23.6000 .03 .03 .03 .03 .03 23.8500 .03 .03 .03 .03 .03 I 24.1000 .03 .02 .02 .01 .01 24.3500 .01 .00 .00 SiN: 521F012070C~ Parsons Cunningham & Shartle I PondPack Ver: Compute Time: Date: I I I I I I I I I I I I I I I I Type.... Diverted Hydrograph Name.... TO OUTLET File.... Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\ Storm... TypeII 24hr Tag: 10 Page 14.18 Event: 10 yr DIVERTED HYDROGRAPH... HYG file HYG ID = TO OUTLET HYG Tag = 10 Peak Discharge = Time to Peak HYG Volume 2.06 cfs 12.1000 hrs .192 aeft HYDROGRAPH ORDINATES (cfs) Time 1 Output Time increment = .0500 hrs hrs I Time on left represents time for first value in each row. ---------1-------------------------------------------------------------- 4.7000 I .00 .00 .00 .00 .00 4.9500 1 .00 .00 .00 .00 .00 5.2000 I .00 .00 .00 .00 .00 5.4500 I .01 .01 .01 .01 .01 5.7000 .01 .01 .01 .01 .01 5.9500 .01 .01 .01 .01 .01 6.2000 .01 .01 .01 .01 .01 6.4500 .01 .01 .01 .01 .01 6.7000 .01 .01 .01 .01 .01 6.9500 .02 .02 .02 .02 .02 7.2000 .02 .02 .02 .02 .02 7.4500 .02 .02 .02 .02 .02 7.7000 .02 .02 .02 .02 .02 7.9500 .02 .02 .02 .02 .02 8.2000 .03 .03 .03 .03 .03 8.4500 .03 .03 .03 .03 .03 8.7000 .03 .04 .04 .04 .04 8.9500 .04 .04 .04 .04 .04 9.2000 .04 .05 .05 .05 .05 9.4500 .05 .05 .05 .05 .05 9.7000 .05 .05 .05 .05 .06 9.9500 .06 .06 .06 .06 .07 10.2000 .07 .07 .07 .07 .08 10.4500 .08 .08 .09 .09 .09 10.7000 .10 .10 .10 .11 .11 10.9500 .12 .12 .13 .13 .14 11.2000 .15 .15 .16 .17 .18 11.4500 .20 .21 .22 .26 .32 11.7000 .42 .58 .78 1.05 1.42 11.9500 1.65 1.87 2.03 2.06 2.02 12.2000 1.86 1.68 1.50 1.20 .94 12.4500 .75 .61 .51 .43 .37 12.7000 .33 .30 .27 .26 .24 SiN: 521F012070C2 Parsons Cunningham & Shartle pondpack Ver: Compute Time: Date: I I Typ e. . . . Diverted Hydrograph Page 14119 I Name. . . . TO OUTLET Event: 10lyr File. . . . Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\ I Storm. . . Type I I 24hr Tag: 10 I HYDROGRAPH ORDINATES (cfs) rlw. Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each I --------- ------_____________________________________________________1__- 12.9500 .23 .22 .21 .20 .l9 13.2000 .19 .18 .18 .17 .17 13.4500 .16 .16 .15 .15 .19 I 13.7000 .14 .14 .13 .13 .13 13.9500 .13 .12 .12 .12 .11 14.2000 .11 .11 .11 .11 .11 I 14.4500 .10 .10 .10 .10 .:to 14.7000 .10 .10 .10 .10 .10 14.9500 .09 .09 .09 .09 .09 15.2000 .09 D9 .09 .09 .09 I 15.4500 .08 .08 .08 .08 .08 15.7000 .08 .08 .08 .08 .07 15.9500 .07 .07 .07 .07 .07 I 16.2000 .07 .07 .07 .07 .07 16.4500 .07 .07 .07 .07 .06 16.7000 .06 .06 .06 .06 .06 16.9500 .06 .06 .06 .06 .016 I 17.2000 .06 .06 .06 .06 .06 17.4500 .06 .06 .06 .06 .06 17.7000 .06 .06 .06 .06 .OES 17.9500 .06 .06 .05 .05 .05 I 18.2000 .05 .05 .05 .05 .ti5 18.4500 .05 .05 .05 .05 0.5! 18.7000 .05 .05 .05 .05 .05 I 18.9500 .05 .05 .05 .05 .d5 19.2000 .05 .05 .05 .05 .d4 19.4500 .04 .04 .04 .04 .O~ 19.7000 .04 .04 .04 .04 .04 I 19.9500 .04 .04 .04 .04 .04 20.2000 .04 .04 .04 .04 .04 20.4500 .04 .04 .04 .04 .04 I 20.7000 .04 .04 .04 .04 .d4 20.9500 .04 .04 .04 .04 .d4 21.2000 .04 .04 .04 .04 .d4 21.4500 .04 .04 .04 .04 .04 I 21.7000 .04 .04 .04 .04 .d4 21.9500 .04 .04 .04 .04 .04 22.2000 .04 .04 .04 .04 .04 I 22.4500 .04 .04 .04 .04 .d4 22.7000 .04 .03 .03 Q3 .03: 22.9500 .03 .03 .03 .03 .03 23.2000 .03 .03 .03 .03 .d3 I 23.4500 .03 .03 .03 .03 .d3 23.7000 .03 .03 .03 .03 .013 23.9500 .03 .03 .03 .03 .d2 24.2000 .02 .01 .01 .01 .do I 24.4500 .00 SiN: 521F012070C2 Parsons Cunningham & Shartle I Pondpack Ver: Compute Time: Date: I I Type.... Diverted Hydrograph Name.... TO OUTLET File.... Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\ Storm... TypeII 24hr Tag: 100 Page 14.20 Event: 100 yr I I I I I I DIVERTED HYDROGRAPH... HYG file = HYG ID = TO OUTLET HYG Tag = 100 Peak Discharge Time to Peak HYG Volume 2.58 cfs 12.1000 hrs .139 ac-ft I ----------------------------------- HYDRO GRAPH ORDINATES (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in eaclrow. --------- -------------------------------------------------------------- 3.5500 .00 .00 .00 .00 .00 3.8000 .00 .00 .00 .00 .00 4.0500 .00 .00 .01 .01 .01 4.3000 .01 .01 .01 .01 .01 4.5500 .01 .01 .01 .01 .01 4.8000 .01 .01 01 .01 .01 5.0500 .01 .01 .01 .02 .02 5.3000 .02 .02 .02 .02 .02 5.5500 .02 .02 .02 .02 .02 5.8000 .02 .02 .02 .02 .02 6.0500 .02 .02 .03 .03 .03 6.3000 .03 .03 .03 .03 .03 6.5500 .03 .03 .03 .03 .03 6.8000 .03 .03 .03 .03 .03 7.0500 .04 .04 .04 .04 .04 7.3000 .04 .04 .04 .04 .04 7.5500 .04 .04 .04 .04 .04 7.8000 .04 .04 .05 .05 .05 8.0500 .05 .05 .05 .05 .05 8.3000 .05 .05 .05 .06 .06 8.5500 .06 .06 .06 .06 .07 8.8000 .07 .07 .07 .07 .07 9.0500 .08 D8 .08 .08 .08 9.3000 .08 .08 .08 .09 .09 9.5500 .09 .09 .09 .09 .09 9.8000 .09 .10 .10 .10 .10 10.0500 .11 .11 .11 .12 .12 10.3000 .12 .13 .13 .14 .14 10.5500 .14 .15 .15 .16 .17 10.8000 .17 .18 .19 .19 .20 11.0500 .21 .22 .23 .24 .25 11.3000 .26 .28 .30 .31 .33 11.5500 .36 .41 .50 .66 .88 SiN: 521F012070C2 Parsons Cunningham & Shartle pondPack Ver: Compute Time: Date: I I I I I I Type. . . . Diverted Hydrograph Page 14. 1 Name. . . . TO OUTLET Event: 100 yr File.... Z:\civil\ADCADD\PROJECTS\SP-05-001 BURFORD\CALCS\ Storm... TypeII 24hr Tag: 100 HYDROGRAPH <IlD I NATE S (cfs) Time Output Time increment = .0500 hrs hrs Time on left represents time for first value in each r w. --------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _, - - - - - - - - - _I _ _ _ 11.8000 1.19 1.52 . 1.79 2.11 2.3~ 12.0500 2.51 2.58 2.57 2.49 2.36 12.3000 2.21 2.06 1.84 1.63 1.43 12.5500 1.09 .85 .8 .58 .49 12.8000 .44 .39 .36 .34 .32 13.0500 .31 .29 .28 .27 .26 I 13.3000 .25 .24 .24 .23 .23 13.5500 .22 .21 .21 .20 .20 13.8000 .19 .19 .18 .18 .18 14.0500 .17 .17 .16 .16 .16 I 14.3000 .16 .15 .15 .15 .15 14.5500 .15 .14 .14 .14 .14 14.8000 .14 .14 .14 .13 .13 I 15.0500 .13 .13 .13 .13 .131 15.3000 .12 .12 .12 .12 .12 15.5500 .12 .12 .11 .11 .:Il1 15.8000 .11 .11 .11 .11 .10 I 16.0500 .10 .10 .10 .10 .]JO 16.3000 .10 .10 .10 .09 .d9 16.5500 .09 .09 .09 .09 .09 16.8000 .09 .(J) .09 .09 .09 I 17.0500 .09 .09 .09 .09 .09 17.3000 .09 .09 .08 .08 .08 17.5500 .08 .08 .08 .08 .08! I 17.8000 .08 .08 .08 .08 .08 18.0500 .08 .08 .08 .08 .08 18.3000 .08 .07 .07 .07 .d7 18.5500 .07 .07 .07 .07 .017 I 18.8000 .07 .07 .07 .07 .07 19.0500 .07 .07 .07 .07 .d7 19.3000 .06 .06 .06 .06 .06 I 19.5500 .06 .06 .06 .06 .06 19.8000 .06 .06 .06 .06 .06 20.0500 .06 .06 .06 .06 .ED 20.3000 .05 .05 .05 .05 .05 I 20.5500 .05 .05 .05 .05 .d5 20.8000 .05 .05 .05 .05 .d5 21.0500 .CE .05 .05 .05 .05 I 21.3000 .05 .05 .05 .05 .05 21.5500 .05 .05 .05 .05 .05 21.8000 .05 .05 .05 .05 .OS 22.0500 .05 .05 .05 .05 .015 22.3000 .05 .05 .05 .05 .015 22.5500 .05 .05 .05 .05 .015 22.8000 .05 .05 .05 .05 .015 23.0500 .05 .05 .05 .05 .Oi5 23.3000 .05 .05 .05 .05 .015 SiN: 521F012070C2 Parsons Cunningham & Shartle PondPack Ver: Compute Time: Date: Parsons. Cunningham & Shartle StormCAD v1.0 Page 1 of 1 Project Engineer: Pipe Report Inlet Weighted Inlet Total System Area oughnes CA CA Intensi ( acres oefficien (acres) (acres (in/hr) P-2 0.09 0.95 0.09 0.09 10.46 0.90 81.00 0.002963 0.013 1.94 844.26 844.02 847.70 847.50 2.44 2.48 845. 17 845.12 P-4 0.15 0.95 0.14 0.23 9.12 2.10 74.00 0.002973 0.013 1.94 844.02 843.80 847.50 847.00 2.48 2.20 845.06 844.80 Project Title: BURFORD SITE PLAN Z:\... \projects\sp-05-00 1 burford\calcs\south .stm 05/04/05 10:09:49 AM (203) 755-1666 Parsons, Cunningham & Shartle 37 Brookside Road Waterbury. CT 06708 USA @ Haestad Methods. Inc. ""0 ~ CJ) o :J !fJ () C :J :J en 5' ,...<0 o ;j .., S>> 1) 3 3 ~ ~ Qo CDoen ~ ;j o < Q) ....,~::+ ~OCD 1) a co' ~ m :J <0 5' CD CD :: ~N1) " r .2, en en en en z ~-6~ -4 -4 -4 -4 0 " a ,... ::0 ::0 ::0 ::0 a. 01 -, ~ .... .... .... .... (1) CD~ 0000 ~oro - our" 0))>- :":"cnOJ Z Z z!=> Q..,2. R"9 c ;;: ;;: ;;:.... CD m ~ 1\)0:;0 ;';';' -....I ~ 001" >60 g~~ 3: 0 :;0 CD c: CD ~ 0 :h<C cO' cr o~~ c ~ Z Z Z ~ arffi..... ~ ~ ......)> ;;: ......)> (0 ~ en ~ Q m ;' CJ1 ..... en 9: 1) Oi' - ~S; ~~~:: @S;~ ~z )>)>)>0> ~- 5' Oi' ~ o on~ ;:l z z z ~ "')>~ ;j _ _ ...... 0 (1) :J en )>)>)>0 ~ ~ 3 - 0000 Qnd ~ ~ ~ ~ (1))>6) 0>0>0>0> ~ - Z Z z!.11 3-45' > > > 8 :rn[ 0000 0000 0000 - -4 ." "0 ~ ~ !.11 P I ~. 3' 0- ~ I\) I\) 0 0 """ CD ~ Q) <0 I\) co 0 0>0>CJ1CJ1 i\)i\)oo <0 I\) co 0 I _5'en -, ..... '< !.11 !.11 ~ ~ I 3=~ ~ co (0 ........ .., rJ) CD <00....1\) """~ --~~ ~n(])o P ~ ~ ~1rJ)>CjJ6) (0 <0 <0 0 """ """ =r - 0> 0> <0 0 (]) zzzP >>>8 @ ~ zzz~ m >>>8 nr a. zzzP ~ >>>8 :T o a. !fJ 0000 ::::- 0000 r 0000 -~. w 00 ~ z p P :-" ur~ OJ 1:1 ;;: <0 (0 0 """ ca 01>> ;,0><00 ~ CiJ co co co co - G> CJ) 0 ~ .::. ~.::. _ CD .., a:; co co co co =~ 0 z CO" 0 0 ~ 0 """~5 0 :;00 00010 00. ~ OC ... S>>s co co co co - CD a. =. ~ ~ ~ ~ "::;: ~ ;c ... .., ()) co (X) ()) ,.... Q) -. ~ <:cg. 0 0 ~ 0 """~3 CD <I>> 00010 0 -c !3 WWWW J: 0 CDr.M ~~~~ ^ ..,r 0l0lCJ10l =UI ~ g~ o~~~ """I ~ ~; ~~O>-....I 5' n= CO())CO()) ^ ~ CD ~ ~ ~ ~ _ UI CJ1 Ol CJ1 Ol = 1 o oo~~ -0 ~ ~(Oo~ c: o ~ ~ ~-- c zzz~ 3=~~ ~ > )> > ~ ~ ~. ..... ~ -~- o ~~~ w Z Z z:-" rJ)O)CD ~ >>>8 """ca- 01 ~ 0 ~ (]) m rJ) m 0 m ~ -g. 0' ~ Parsons, Cunningham & Shartle StormCAD v1.0 Page 1 of 1 Project Engineer: Pipe Report Pipe Upstrean i>ownstrean 1 Inlet Weighted Inlet Total System bischargE Length :;onstructel Section ~oughnes Capacit} Upstreali ~ownstrear ltJpstreali Downstreal'1 ~pstreali bownstrean ~pstreali ~ownstrean 1 Description Node Node Area Roughnes CA CA Intensi~ (cfs) (ft) Slope Size (cfs) Invert Invert Ground Ground Cover Cover HGL HGL (acres) Coefficien (acres (acres) (in/hr) (ftIft ) Elevatior Elevation Elevatior Elevation (ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) P-1 STR 10. STR 103 0.17 0.95 0.16 0.16 9.12 1.48 11 .00 0.004545 12 inct 0.013 2.40 845.25 845.20 848.00 848.45 1.75 2.25 845.93 845.91 P-2 STR 10 STR 102 N/A N/A N/A 0.16 9.10 1.48 171 .00 0.003216 12 inct 0.013 2.02 845.20 844.65 848.45 848.00 2.25 2.35 845.84 845.30 P-4 STR 10 STR 101 N/A N/A N/A 0.16 8.82 1.44 11 .00 0.004545 12 inct 0.013 2.40 844.65 844.60 848.00 848.00 2.35 2.40 845.21 845. 16 Project Title: BURFORD SITE PLAN Z:\... \projects\sp-05-00 1 burford\calcs\north.stm 05/04/05 10:11 :11 AM (203) 755-1666 Parsons, Cunningham & Shartle 37 Brookside Road Waterbury, CT 06708 USA @ Haestad Methods, Inc.