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HomeMy WebLinkAboutUndated Drainage Calculationsr 5. System "E" (a)Normal Water Level (1VWL) System 'B" LJ Nodarse soils investigation and groundwater observations reveal that the Normal Water Level (NWL) for System "E" should be set at Elevation 13.50 NGVD. (b) Treatment Volume "E" The treatment volume or dynamic pool is the amount between the proposed control elevation 13.50 ft NGVD and the overflow elevation 14.50 ft NGVD. In contrast to the permanent pool, the dynamic pool is held temporarily. It is discharged at a slow rate through a bleed -down device, in this case an orifice. However; these areas Site Area "E" = 23.69 acres (STA.296+00 to STA. 344+00) Roadway Area = 15.51 acres (10.36 ac Impervious) Preservation Area= 8.18 acres Wet Pond Area = 10.35 acres (7.09 ac @ 13.50 ft) Proposed Impervious Area = (10.36 ac) + (7.09 ac) =17.45 acres Retrofitted Area = 9.65 acres (STA. 325+00 to Strait Street, Eastbound only) Drainage Area = 25.86 acres (without retrofitted area) Total Drainage Area = 35.51 acres (including retrofitted area) Treatment Volume Required (25.86 acres) x (1") x (1/12) = 2.16 ac - ft or (17.45 acres) x (2.5") (1/12) = 3.64 ac - ft and (9.65 acres) x (1/2") x (1/12) = 0.40 ac - ft Total = 3.64 + 0.40 = 4.04 ac - ft The treatment volume proposed in System "E" is 7.11 acre-feet. The total drainage area for the new system "E" of proposed roadway is 35.51 acres, including the retrofitted area. This area is larger than the right-of-way area which is 23.69 acres. Then, of course the primary goal of the detention pond is to attenuate or mitigate the impact expected by adding paving to the existing roadway, which obviously increases the volume and rate of runoff. The pond serves as a buffer for the increased flows. (e) Proposed Stage - Storage Relationship for Pond "E" Pond "E" has been designed to provide a stage -storage relationship to properly attenuate the post -development peak runoff to pre -development rates. The ICPR input data reflecting the Stage -Area relationship for Pond "E" is included herein this section. Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [9) "Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) ##*#**##}# Input Report ---Class: Node - - --- Name: NS49U Base Flow(cfs): 0 Init Stage(ft): 17.48 Group: SYS -E Length(ft): 0 Warn Stage(ft): 21.76 Comment: CR -512 @ SEBASTIAN Stage(ft) Area(ac) 17.48 0 19 0.5 22 1.39 ame: NSYSEP Base Flow(cfs): 0 ------------ Init Stage(ft): 13.5 Group: SYS -E Length(ft): 720,.E Warn Stage(ft): 17 Comment: STORIIWATER MANAGEMENT SYSTEM ("E" Stage(ft) Area(ac) 13.5 7.09 14 7.21 15 7.42 16 7.62 17 7.83 - -elass: o e - Name: NSYSFP Base Flow(cfs): 0 Init Stage(ft): 17.5 Group: SYS -E Length(ft): 0 Warn Stage(ft): 19.65 ,Comment: PONDED AREA "F" Stage(ft) Area(ac) 17.5 1.1 18 2.1 19 2.9 20 4.77 21 4.77 --------Class: Node ------------------------------------------------ Name: NWIND%P Base Flow(cfs): 0 Init Stage(ft): 18.5 Group: SYS -E Length(ft): 0 Warn Stage(ft): 22 Comment: WINN DIXIE Stage(ft) Area(ac) 18.5 0.9 20 1.02 21 1.13 22.5 8.45 23.5 9.74 =A IL (d) Permanent Pool Volume "E" Vp = (A) x (C) x (P / 12) x (t, / Q where, Vp = permanent pool volume ( ac - ft) A = drainage area including the pond (ac) C = runoff coefficient, 0.68 P = wet season rainfall (in), 31 per SJRWMD t, = required residence time (days) tH, = duration of rainy season (days) Thus, Vhf (35.5 l)x0.68]x(31/12)x(21/15j Vp-8.57 acre- feet A permanent pool volume in excess of 42.7 ac - ft is provided below the control elevation. The permanent pool of storage provides approximately 104 days of residence time. e Orifice Design and Drawdown Calculations A circular orifice is proposed to be used as a bleed -down device. The falling head equation will be used to calculate the orifice size, which is as follows: Q = C x A x (2 x g x H) 112 where, Q = flow (CA) C = orifice coefficient (0.62) A = orifice section area (sf) g = gravitational constant (ft/s) H = falling head (ft) The orifice has been designed to drawdown one-half of the treatment volume within 60 hours following a storm event but no more than one-half in the first 48 hours. The orifice computations have been based on the average head (h) which is the average depth between the top of the treatment volume and the stage at which one-half of the treatment volume has been released computed as follows: h = .(hl+h2)/2 (1.00+0.50)/2 = 0.75' The flow rate to provide release of one-half of the treatment volume within 60 hours is computed as follows: Q = TV/(2t3600) 308,840 cf / (2)(60)(3600) = 0.71 cfs The Area (A) of the required orifice to obtain release of one-half of the treatment volume within 60 hours is computed as follows: A = Q/C(2gh)1/2 0.71/[(2)(32.2)(0.75)]1/2 = 0.17 SF The diameter (D) of the orifice is computed as follows: D = f4A/3.14]1/2 [(4)(0.17)/3.14] = 5.61" (Use 5.50 inches) f(l Pre -Post Rate Analysis Pre -Development and Post -Development peak runoff rates have been developed for this project based on SCS Florida Modified Type 11 storm events. Pre -Development runoff rates have been prorated as necessary to reduce peak Pre -Development flow rates to reflect the estimated portions of Pre -Development drainage basins within the Post -Development systems. Post -Development peak runoff rates delivered to Pond "E" have been attenuated to reduce discharges to levels below Pre -Development rates. The peak rates of Runoff for the 25 year / 24 hour event have been determined as follows: tt Pre -Development Peak Rate = 41.31 cfs Post -Development Peak Rate (to Pond "E") = 110.67 cfs Post -Development Peak Discharge (Pond "E") = 35.50 cfs It should be noted that the discharge from Pond "E" has been sized to provide attenuation for an expanded drainage area as discussed previously herein this Report. Post -Development modeling includes the contributing flow from the CR512 right-of-way which currently outfalls through an existing ditch through the San Sebastian Springs subdivision. Excerpts from the ICPR computer modeling for the Pre -Development and Post -Development peak rates have been included on the following pages. ProratedPre-development Runoff Volume ofProlcc( Site (System "E") Basin Name Prorated Flow Max Runoff Runoff Prorated Prorated Value Volume Volume Flow Volume Max (%) (cfs) (cf) (ac - ft) (cfs) (ac - ft) BSBNDRYN 40% 23.56 13,0291 2.99 9.42 1.20 BSBNDRYS 100% 3.86 20,681 0.47 3.86 0.47 BS39D 100% 2.64 14,150 0.32 2.64 0.32 BS40U 100% 4.32 23,130 0.53 4.32 0.53 BBLOSSD 50% 1.05 34,567 0.79 0.53 0.40 BS4U 40% 11.51 84,386 1.94 4.60 0.77 BS41D 50% 6.47 99,449 2.28 3.24 1.14 BS44 1. 100% 12.70 153,936 3.53 12.70 3.53 Total Pre -development Runoff Volume of Project Site 41.31 8.37 k-Upprignr IM, streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 25 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09 98 ********** Node Maximum Conditins - 25YR-24H ********kk}****}k*tk*}}ktk*k}k*}k*k*t}kk}tk}kk}}kkk}tk}k*k*kk}k}kk}kk*kk}kk} (Time units - hours) Node Group Max Time Ma]Ita,,., Warning Max Delta Max Surface Max Time Max Inflow Max Time Max Outflow Name Name ConditionsSta a ft Sta a ft Area sf Inflow cfs Outflow 9 ( ) 9 ( ) ( ) (cfs) ------------------------- ---------------------------------- ------------- BNDRY BASE 24.00 11.17 0.0000 2027.43 13.58 82.61 0.00 0.00 KSYSEP SYS -w 7) ae w ....' Copyright 1995,VStreamline yTechnologies, VInc. COUNTY ROAD 512 DRAINAGE SYSTEM MEAN ANNUAL FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 ********** Node Maximum Conditions,- 02YR-24B (Time units - hours) -� Node Group Max Time ,+ Max Stage j Warning Max Delta Max Surface Max Time Max Inflow Max Time Max Outflow Name Name Conditions - ---------------------------=----------- (ft) `Stage (ft) - ---------------------------------------------------------------------------------- Stage (ft) Area (sf) Inflow (cfs) Outflow (cfs) SPBNDRY BASE 24.00 I 11.17 11.17 j 0.0002 7319.03 16.90 49.15 0.00 0.00 NSYSEP SYS -E 13.18 15.33 17.00 0.0002 326084.44 12.01 62.69 13.18 18.96 NSYSFP SYS -E 0.00 ` 17.50 19.65 0.0000 47916.00 11.25 7.65 16.38 10.17 "' ...... "cu "lout' a eons Routing (ICPR Copyright 1995, Streamline Technologies, Inc. Ver 2.10) [1] (o` 9$ COUNTY ROAD 512 DRAINAGE SYSTEM 25 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/Og 98 +#x####x## Node Maximum Conditi ns - 25YR-24H *****####k*###k##{f*###*f#xx#}###}{###}xf#*+{k#k##x*xxkxf##{##{}*k###x*#}kfx (Time units - hours) Node Group Mad Time Max Stage Warning Name Name conditious (ft) Stage (ft) Max Delta Stage Max Surface Max Time Max Inflow Max Time Max Outflow ----------------- - ------------ (ft) -------- Area (sf) Inflow (cfs) Outflow (cfs) PBNDRY E 24.00 3.29 11.17 SNSYSEP SYSSE 12.94 15.78 0.0000 -------- 2027.43 ---- 13.58 82.61 _ 0.00 0.0 17.00 NSYSFP SYS -E 12.87 19.65 0.0006 329990.48 12.00 110.31 12.94 35.46 �j 0.0006 88647.89 12.25 16.11 20.95 7 e C*J) v*iQ Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) (1) Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 100 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 Node Maximum Conditions - IOOY-24B (Time units - hours) Node Group Max Time Max Stage Warning Max Delta Max Surface Max Time Max Inflow Max Time Max Outflow Name •--------------------------------------------------------------------------------------------------------------------------- Name Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (cfs) Outflow (cfs) SPBNDRY BASE 24.00 11.17 11.17 0.0002 7331.48 22.43 100.39 0.00 0.00 NSYSEP SYS -E 12.96 16.00 17.00 0.0008 331977.70 12.00 132.56 12.96 42.26 NSYSFP SYS -E 13.09 18. 19.65 0.0009 102440.26 12.25 20.97. 13.91 10.33 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [1] `Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM MEAN ANNUAL FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 xxxxx*xxxx Node Maximum Comparisons xx*x*x*xx**zxxx*zz*xxxxz*xxxxxx*xxxxzxzxxxxxzxxzxxxx*xzxxxxz***xxxxx**x*x*z*x*x (Time units - hours) 28.05 11.19 10.75 -0.0461 55160.54 16.91 37.10 0.00 Sim Max Time Max Stage Warning Max Delta Max Surface Max Time Max Inflow Max Time Max Outflow Name ------------------------------------------------------------------------------------------------------------------- Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (cfs) Outflow (cfs) *** Node Name: NE -24 Group: BASE 10.75 -0.0461 52271.98 23.98 70.72 24.21 02YR-24H 13.19 11.98 17.24 0.0005 352.09 13.18 18.96 13.19 18.96 10YR-24H 12.96 12.71 17.24 0.0015 181.38 12.96 30.12 12.96 30.12 25YR-24H 12.94 13.12 17.24 0.0014 172.78 12.94 35.46 12.94 35.46 50YR-24H 12.94 13.75 17.24 0.0052 122.38 12.94 40.09 12.94 40.09 IOOY-240 12.96 13.89 17.24 0.0055 122.38 12.96 42.26 12.96 42.26 *** Node Name: NSSS Group: BASE 02YR-24H 28.05 11.19 10.75 -0.0461 55160.54 16.91 37.10 0.00 51.86 IOYR-24H 25.44 10.73 10.75 -0.0461 48250.89 19.51 57.55 19.85 56.27 25YR-24H 24.08 10.59 10.75 -0.0461 46039.84 22.64 64.60 24.08 64.47 50YR-24H 24.21 11.00 10.75 -0.0461 52271.98 23.98 70.72 24.21 70.70 IOOY-241 24.10 11.26 10.75 -0.0461 56256.72 22.59 84.93 22.58 84.40 *** Node Name: NSSSID Group: BASE 02YR-24H 18.62 13.30 16.80 -0.0034 30590.24 0.20 40.33 18.62 35.06 IOYR-24H 21.96 14.33 16.80 -0.0039 32459.99 21.41 53.79 21.96 53.76 25YR-24H 23.31 14.65 16.80 -0.0039 33092.34 22.50 59.47 23.31 59.42 50YR-24H 24.08 15.01 16.80 -0.0034 33799.67 23.55 65.58 24.08 65.42 IOOY-24H 22.66 15.69 16.80 -0.0048 35129.89 22.50 78.76 22.66 78.73 *** Node Name: NSSS3D Group: BASE 02YR-24H 28.05 11.18 10.50 0.0313 5590.33 0.00 51.86 17.11 33.55 IOYR-24H 25.45 8.61 10.50 0.0313 3631.57 19.85 56.27 19.81 56.19 25YR-24H 24.09 7.34 10.50 0.0313 1904.06 24.08 64.47 24.09 64.47 50YR-24H 24.21 10.17 10.50 0.0313 4815.43 24.21 70.70 24.21 70.70 100Y -24H 24.10 11.24 10.50 0.0313 5623.97 22.58 84.40 22.57 83.86 *** Node Name: NSSSP Group: BASE 02YR-24H 32.02 11.18 11.00 0.0004 485108.46 12.25 44.99 16.06 5.06 IOYR-24H 26.15 10.74 11.00 0.0008 400974.52 12.25 86.00 15.68 9.28 25YR-24H 23.00 10.98 11.00 0.0010 445756.11 12.25 106.02 14.85 10.69 50YR-24H 23.92 11.40 11.00 0.0011 526065.16 12.25 126.04 13.36 10.55 100Y -24H 24.14 11.65 11.00 0.0012 571725.58 12.25 141.74 12.88 10.22 *** Node Name: SPBNDRY Group: BASE 02YR-24H 24.00 11.17 11.17 0.0002 7319.03 16.90 49.15 0.00 0.00 10YR-24H 24.00 8.46 11.17 0.0002 5312.09 15.96 74.85 0.00 0.00 25YR-24H 24.00 3.29 11.17 0.0000 2027.43 13.58 82.61 0.00 0.00 50YR-24H 24.00 10.08 11.17 0.0002 6517.59 13.83 92.73 0.00 0.00 100Y -24H 24.00 11.17 11.17 0.0002 7331.48 22.43 100.39 0.00 0.00 *** Node Name: RBLOSSD Group: 512-R/W 02YR-241 0.00 15.00 19.00 -0.0013 81453.67 0.00 156.22 0.00 290.43 10YR-24H 21.69 16.07 19.00 -0.0013 111762.57 0.00 156.22 0.00 290.43 25YR-24H 23.61 16.78 19.00 -0.0013 143621.97 0.00 156.22 0.00 290.43 50YR-24H 24.18 17.35 19.00 -0.0013 165274.37 0.00 156.22 0.00 290.43 Advanced Interconnected Channel S Pond Routing (ICPR Ver 2.10) [2] Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM MEAN ANNUAL FREQUENCY, 24-ROUR DURATION Proposed Improvements DATE:01/09/98 xtxtxt:xtx Node Maximum Comparisons***txtxxxxxxxxxxxxxxxxxxxttxttxxxxxtxtxttxxxtttxtxxxxttxxxxxtxxxxxxtxxtttxtxxxx (Time units - hours) Sim Max Time Name Conditions 100Y -24H 22.67 *** Node Name: NBLOSSU 02YR-24H 18.64 10YR-24H 17.64 25YR-24H 16.50 50YR-24H 15.68 IODY-24H 15.24 *** Node Name: NE -4 02YR-249 0.01 IOYR-24H 21.38 25YR-24H 23.42 50YR-249 24.44 IOOY-24H 23.21 *** Node Name: NP -1 02YR-24H 24.07 10YE-24H 24.07 25YR-24H 23.59 50YR-24H 24.40 IOOY-24H 23.58 *** Node Name: NP -2 02YR-24H 0.01 IOYR-24H 21.54 25YR-24H 23.52 50YR-24H 24.33 IOOY-24H 22.98 *** Node Name: NR1VD 02YR-24H 18.69 IOYR-24H 18.91 25YR-24H 19.74 50YR-24H 20.69 100Y -24H 21.26 *** Node Name: NRIVU 02YR-24H 16.66 10YR-24H 19.64 25YR-24H 20.07 50YR-24H 20.48 100Y -24H 20.83 *** Node Name: HOSED 02YR-24H 18.20 10YR-24H 20.25 Max Stage Warning Max Delta Max Surface Max Time Max Inflow Max Time Max Outflow (ft) Stage (ft) Stage (ft) Area (sf) Inflow (cfs) Outflow (cfs) 17.55 19.00 -0.0013 169370.32 0.00 156.22 0.00 290.43 Group: 512-R/W 19.30 3.81 0.0050 243.18 24.02 4.93 16.98 22.00 -0.0006 45030.29 16.19 13.66 16.29 13.45 17.44 22.00 -0.0006 66853.49 16.41 22.90 18.10 25.00 17.59 22.00 0.0006 74695.62 17.48 27.61 16.50 28.95 17.71 22.00 -0.0006 80932.88 17.31 32.31 16.78 33.68 17.78 22.00 -0.0006 85149.78 16.84 35.93 16.55 37.53 Group: 512-R/W 14.18 29.18 0.0003 6847.44 18.44 9.03 15.64 19.49 0.8100 359.04 0.00 28.16 0.01 16.85 16.21 19.49 0.8.100 135.88 0.00 28.16 26.02 27.04 16.96 19.49 0.8100 129.12 0.00 28.16 32.70 27.08 17.55 19.49 0.8100 129.12 0.00 28.16 14.84 26.94 17.82 19.49 0.8100 129.12 0.00 28.16 14.40 27.33 Group: 512-R/W 16.96 20.50 17.16 20.50 17.54 20.50 17.99 20.50 18.39 20.50 Group: 512-R/W 15.41 19.30 16.14 19.30 16.87 19.30 17.45 19.30 17.68 19.30 Group: 512-R/W 11.32 18.98 17.71 18.98 17.92 18.98 18.06 18.98 18.18 18.98 Group: 512-R/W 17.41 18.98 18.06 18.98 18.33 18.98 18.61 18.98 18.83 18.98 Group: 512-R/W 16.39 20.30 16.59 20.30 0.0003 211.58 24.06 2.36 24.07 2.36 0.0034 234.84 24.06 3.81 24.07 3.81 0.0050 243.18 24.02 4.93 24.03 4.93 0.0050 202.89 24.04 6.10 24.05 6.10 0.0050 119.75 23.81 6.98 23.83 6.98 0.0784 214.10 0.01 16.85 0.01 23.51 0.0784 121.17 26.02 27.04 0.01 23.51 0.0784 121.17 32.70 27.08 15.61 27.82 0.0784 121.17 14.84 26.94 14.67 29.30 0.0784 121.17 14.40 27.33 14.18 29.18 0.0003 6847.44 18.44 9.03 18.74 9.03 0.0004 7935.32 20.08 16.10 20.15 16.12 0.0005 8252.53 20.28 19.23 20.37 19.25 0.0005 8620.27 20.27 22.12 20.35 22.11 0.0005 6945.17 20.46 24.19 20.59 24.17 -0.0007 132257.15 16.00 11.05 18.44 9.03 -0.0012 268279.71 15.75 22.22 20.08 16.10 0.0011 286451.72 15.75 27.84 20.28 19.23 -0.0011 304768.20 15.75 33.53 20.27 22.12 -0.0011 319447.51 15.75 38.02 20.46 24.19 0.0000 42822.96 17.25 3.37 18.20 3.33 0.0001 51218.77 15.55 7.76 16.22 7.58 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [3) Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM MEAN ANNUAL FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 ********** Node Maximum Comparisons********x*x***************a**x***x***x**e************************************ (Time units - hours) Sim Max Time Name Conditions 25YR-24H 23.21 SOYR-24H 24.63 IOOY-24H 23.55 *** Node Name: NROSEP 02YR-24H 28.60 IOYR-24H 27.61 25YR-24H 27.16 50YR-24H 27.28 IOOY-24H 27.46 Max Stage Warning Max Delta Max Surface Max Time Max Inflow Max Time Max Outflow (ft) Stage (ft) Stage (ft) Area (sf) Inflow (cfs) Outflow (cfs) 17.16 20.30 0.0001 72461.21 15.36 10.09 16.66 16.76 17.77 20.30 0.0001 95351.94 15.38 12.54 15.24 19.15 18.10 20.30 0,0001 116298.41 14.86 14.38 14.66 20.02 Group: 512-R/W 22.64 17.56 19.00 -0.0004 -0.0172 36469.37 16.84 19.60 0.0000 527716.23 14.00 18.75 28.52 1.78 17.45 19.60 0.0001 537148.75 14.00 32.53 27.50 3.88 17.74 19.60 0.0001 541721.76 14.00 39.16 27.41 5.22 18.14 19.60 0,0001 547960.60 14.00 45.79 29.16 6.38 18.46 19.60 0.0001 552781.48 14.00 50.98 33.34 7.56 *** Node Name: NS44D Group: 512-R/W 25YR-24H 02YR-24H 15.89 15.49 19.00 -0.0009 IOYR-24H 21.55 16.13 19.00 0.0005 25YR-24H 23.55 16.80 19.00 0.0005 50YR-24H 24.14 17.36 19.00 0.0004 100Y -24H 22.64 17.56 19.00 -0.0004 *** Node Name: NS4D 02YR-24H 0.00 IOYR-24H 21.69 25YR-24H 23.61 50YR-24H 24.18 IOOY-24H 22.68 *** Node Name: NS4U 02YR-24H 0.00 IOYR-24H 21.07 25YR-24H 23.19 50YR-24H 24.62 100Y -24H 23.54 *** Node Name: N853P 02YR-24H 24.06 IOYR-249 24.06 25YR-24H 24.02 50YR-248 23.95 IOOY-24H 23.80 *** Node Name: NSSSIU 02YR-24H 18.53 10YR-24H 21.69 25YR-24H 23.61 50YR-24H 24.18 IOOY-24H 22.67 Group: 512-R/W 16.00 19.65 16.08 19.65 16.79 19.65 17.35 19.65 17.55 19.65 Group: 512-R/W 16.00 19.65 16.31 19.65 17.15 19.65 17.76 19.65 18.10 19.65 Group: 512-R/W 19.13 21.00 20.06 21.00 20.36 21.00 20.58 21.00 20.73 21.00 Group: 512-R/W 13.88 17.30 16.07 17.30 16.78 17.30 17.35 17.30 17.55 17.30 *** Node Name: NE -12 Group: SYS -E 75126.38 16.00 25.30 16.81 28.27 148237.79 16.20 45.24 15.12 41.24 210722.13 16.50 57.06 16.77 45.55 248199.28 16.12 67.46 16.51 51.36 255359,75 16.00 75.96 16.50 55.86 -0.0108 44018.72 0.01 23.51 0.00 155.21 -0.0108 44885.29 17.58 23.72 0.00 155.21 -0.0108 51833.09 15.61 28.43 0.00 155.21 -0.0108 57355.08 14.67 30.59 0.00 155.21 -0.0108 59316.26 14.18 31.16 0.00 155.21 -0.0172 36469.37 17.39 8.97 0.00 28.16 -0.0172 42413.23 16.29 19.61 0.00 28.16 -0.0172 53855.32 16.66 31.82 0.00 28.16 -0.0172 62885.72 15.24 38.52 0.00 28.16 -0.0172 68777.98 14.66 41.20 0.00 28.16 0.0004 499343.72 12.00 117.21 24.06 2.36 0.0010 603895.09 12.00 212.76 24.06 3.81 0.0012 877063.58 12.00 258.70 24.02 4.93 0.0014 1083468.28 12.00 304.50 24.04 6.10 0.0015 1220650.23 12.00 340.27 23.81 6.98 0.0037 46999.49 0.00 290.43 0.20 40.33 0.0037 78225.85 0.00 290.43 21.52 52.64 0.0037 88622.10 0.00 290.43 25.00 58.40 0.0037 94991.66 0.00 290.43 24.55 64.35 0.0037 97019.03 0.00 290.43 22.67 77.01 Advanced Interconnected Channel & Pood Routing (ICPR Ver 2.10) [4] 12.16 25YR-24H 12.18 Copyright 1995, Streamline Technologies, Inc. 100Y -24H 12.14 -0.0052 177.60 12.01 COUNTY ROAD 512 DRAINAGE SYSTEM 12.02 36.01 -0.0052 177.60 12.01 36.77 MEAN ANNUAL FREQUENCY, 24-HOUR DURATION -0.0052 177.60 12.01 37.63 12.03 Proposed Improvements -0.0126 DATE:01/09/98 12.02 35.50 12.03 36.48 -0.0126 *kkkkkkk** Node Maximum Comparisons#kkk***#kk##*kk*kkk#k***#k*****kkkkkkkkkkkkkk***k*k*kkkkkkkk*******fkk****#kkk* 47.67 12.03 48.22 -0.0126 (Time units - hours) 12.01 52.46 12.01 52.99 -0.0127 155.85 12.00 Sim Max Time Max Stage Warning Max Delta Max Surface Max Time Max Inflow Max Time Max Outflow Name Conditions ------------------------------------------------------------------------------------------------------------------- (ft) Stage (ft) Stage (ft) Area (sf) Inflow (cfs) Outflow (cfs) 02YR-24H 12.06 15.96 17.82 0.0052 174.10 12.03 27.42 12.03 27.41 10YR-24H 12.13 16.77 17.82 0.0069 174.10 12.03 34.07 12.04 34.09 25YR-24H 12.15 17.06 17.82 0.0067 174.10 12.00 36.12 12.01 36.07 50YR-24H 12.10 17.30 17.82 0.0052 174.10 12.03 36.98 12.01 36.77 IOOY-24H 12.12 17.48 17.82 0.0052 174.10 12.03 38.02 12.01 37.63 *** Node Name: NE -15 02YR-24H 12.09 10YR-24H 12.16 25YR-24H 12.18 50YR-24H 12.23 100Y -24H 12.14 *** Node Name: NE -16 02YR-24H 12.18 10YR-24H 12.24 25YR-24H 12.25 50YR-24H 12.25 IOOY-24H 12.25 *** Node Name: NE -17 02YR-24H 12.99 IOYR-24H 12.51 25YR-249 12.44 50YR-24H 12.43 IOOY-24H 12.43 *** Node Name: NE -18 02YR-24H 12.64 IOYR-24H 12.44 25YR-249 12.47 50YR-24H 12.52 100Y -24H 12.55 *** Node Name: NE -2 02YR-24H 12.06 10YE-24H 12.18 25YR-24H 12.23 50YR-24H 12.31 100Y -24H 12.36 *** Node Name: NE -2U 02YR-24H 12.20 IOYR-24H 12.20 25YR-24H 12.25 50YR-24H 12.32 100Y -24H 12.37 Group: SYS -E 15.72 19.32 16.42 19.32 16.68 19.32 16.90 19.32 17.06 19.32 Group: SYS -E 15.50 17.71 16.07 17.71 16.28 17.71 16.49 17.71 16.62 17.71 Group: SYS -E 15.36 17.71 15.76 17.71 15.92 17.71 16.09 17.71 16.20 17.71 Group: SYS -E 15.44 18.87 16.32 18.87 16.58 18.87 16.81 18.87 16.96 18.87 Group: SYS -E 16.65 19.49 17.51 19.49 17.82 19.49 18.03 19.49 18.19 19.49 Group: SYS -E 16.90 20.87 17.53 20.87 17.83 20.87 18.04 20.87 18.20 20.87 -0.0056 177.60 12.03 27.41 12.03 27.37 -0.0052 177.60 12.04 34.09 12.04 34.00 -0.0052 177.60 12.01 36.07 12.02 36.01 -0.0052 177.60 12.01 36.77 12.03 36.77 -0.0052 177.60 12.01 37.63 12.03 37.61 -0.0126 155.85 12.02 35.50 12.03 36.48 -0.0126 155.85 12.01 47.67 12.03 48.22 -0.0126 155.85 12.01 52.46 12.01 52.99 -0.0127 155.85 12.00 55.92 12.00 55.85 -0.0126 155.85 12.00 58.72 12.01 58.81 0.0143 150.42 12.03 37.14 12.03 35.74 0.0154 137.08 12.08 51.61 12.01 51.03 0.0143 137.08 12.01 57.33 12.01 56.68 0.0154 137.08 12.01 60.53 11.99 60.50 0.0143 137.08 12.01 63.59 12.01 63.37 0.0023 153.08 12.59 1.97 12.57 2.03 0.0023 119.41 12.42 4.91 12.42 4.93 0.0030 119.41 12.50 5.35 12.49 5.37 0.0033 119.41 12.58 5.59 12.60 5.62 0.0031 119.41 12.65 5.78 12.66 5.81 0.0024 762.77 12.00 8.08 11.77 9.52 0.0028 432.09 12.20 12.07 12.21 12.09 0.0032 419.16 12.11 14.03 12.11 13.93 0.0041 400.80 12.10 16.46 12.10 16.36 0.0042 382.10 12.12 17.99 12.14 17.91 -0.0003 3920.35 12.00 1.91 12.52 2.10 0.0020 6935.30 12.00 3.42 12.48 4.33 0.0024 8259.53 12.00 4.14 12.47 5.38 0.0026 9188.85 12.00 4.86 12.56 5.90 0.0027 9844.07 12.00 5.42 12.61 6.21 'Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) (5) 198.35 12.05 19.62 Copyright 1995, Streamline Technologies, Inc. 19.61 10YR-24H 12.14 17,14 20.19 0.0036 COUNTY ROAD 512 DRAINAGE SYSTEM 12.13 21.99 12.32 22.05 25YR-24H 12.18 17.44 MEAN ANNUAL FREQUENCY, 24-HOUR DURATION 0.0036 198.35 12.36 22.50 12.36 22.57 Proposed Improvements 12.26 DATE:01/09/98 20.19 0.0036 198.35 12.56 22.88 *****kk*k* Node Maximum Comparisons**k*tkkk**kkkk****k*kk*k**k**k*k*k**k**kk******#***k****k**k*k**kk*#k**kkk*k*kk IOOY-24H 12.27 17.81 20.19 (Time units - hours) 198.35 12.61 23.14 12.50 23.19 *** Node Name: NE -9 Group: Sim Max Time Max Stage Yarning Max Delta Max Surface Max Time Max Inflow Max Time Max Outflow Name Conditions -------------------------------------------------------------------------------- (ft) Stage (ft) Stage (ft) Area (sf) Inflow (cfs) Outflow (cfs) *** Node Name: NE -3 Group: SYS -E 18.19 -0.0047 178.60 ------------------------ 26.32 12.12 02YR-24H 12.06 16.63 20.51 0.0032 313.20 11.77 19.67 12.08 15.24 IOYR-24H 12.17 17.45 20.51 0.0036 193.92 11.59 19.31 12.48 16.78 25YR-24H 12.23 17.74 20.51 0.0035 193.92 11.55 19.35 12.47 17.56 50YR-24E 12.31 17.95 20.51 0.0039 193.92 11.43 18.99 12.56 17.94 IOOY-24H 12.36 18.10 20.51 0.0049 193.92 12.61 18.16 12.61 18.26 *** Node Name: NE -5 Group: SYS -E 3.23 15.17 3.22 IOYR-24E 14.92 19.54 02YR-24H 12.06 16.35 19.28 -0.0042 211.52 12.04 19.64 12.05 19.62 IOYR-24H 12.14 17.28 19.28 0.0048 211.52 12.22 21.96 12.23 21.99 25YR-24H 12.19 17.58 19.28 -0.0045 211.52 12.35 22.43 12.36 22.50 50YR-24H 12.28 17.80 19.28 -0.0047 211.52 12.45 22.66 12.56 22.86 IOOY-24H 12.34 17.94 19.28 0,0046 211.52 12.51 23.00 12.61 23.14 *** Node Name: NE -8 Group: SYS -E 02YR-24H 12.06 16.24 20.19 0.0038 198.35 12.05 19.62 12.06 19.61 10YR-24H 12.14 17,14 20.19 0.0036 198.35 12.13 21.99 12.32 22.05 25YR-24H 12.18 17.44 20.19 0.0036 198.35 12.36 22.50 12.36 22.57 50YR-24H 12.26 17.66 20.19 0.0036 198.35 12.56 22.88 12.46 22.84 IOOY-24H 12.27 17.81 20.19 0.0040 198.35 12.61 23.14 12.50 23.19 *** Node Name: NE -9 Group: SYS -E 02YR-24H 12.06 16.10 18.19 0.0045 178.60 12.04 22.58 12.05 22.56 IOYR-24H 12.13 16.97 18.19 -0.0047 178.60 12.12 26.32 12.12 26.32 25YR-24H 12.16 17.27 18.19 -0.0047 178.60 12.20 26.93 12.21 26.94 50YR-24H 12.22 17.50 18.19 -0.0041 178.60 12.32 27.02 12.33 27.06 100Y -24H 12.14 17.67 18.19 -0.0041 178.60 12.39 27.28 12.39 17.33 *** Node Name: NLACD Group: SYS -E 02YR-24H 15.26 18.91 21.87 0.0002 3963.45 15.08 3.23 15.17 3.22 IOYR-24E 14.92 19.54 21.87 0.0008 5988.36 13.92 9.59 13.90 9.48 25YR-241 14.78 19.80 21.87 0.0009 6766.94 13.56 12.16 13.58 11.83 50YR-24H 14.60 19.96 21.87 0.0008 7215.48 13.32 14.29 14.02 14.05 100Y-240 14.90 20.11 21.87 0.0008 7678.09 13.70 16.48 13.72 16.21 *** Node Name: HLACU Group: SYS -E 02YR-24H 15.30 18.93 21.87 0.0002 40816.13 12.50 5.31 15.42 1.50 IOYR-24H 14.81 19.57 21.87 0.0005 47751.59 12.50 9.12 14.11 3.26 25YR-24H 14.84 19.82 21.87 0.0007 50500.09 12.50 10.94 13.68 3.73 50YR-24H 14.50 20.00 21.87 0.0008 52367.35 12.50 12.76 14.38 4.77 100Y -24H 14.82 20.14 21.87 0.0008 56072.57 12.50 14.18 13.83 5.37 *** Node Name: NS39P Group: SYS -E 02YR-24H 12.59 16.58 21.50 0.0004 19623.00 12.00 4.78 12.59 1.97 IOYR-249 12.43 16.86 21.50 0.0007 20496.38 12.00 8.83 12.42 4.91 25YR-249 12.47 17.04 21.50 0.0007 21030.58 12.00 10.78 12.50 5.35 SOYR-24H 12.53 17.23 21.50 0.0009 21620.42 12.00 12.73 12.58 5.59 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [61 Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM MEAN ANNUAL FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 *****a**** Node Maximum Comparisons (Time units - hours) Sim Max Time Max Stage Warning Max Delta Max Surface Max Time Max Inflow Max Time Max Outflow Name Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (cfs) Outflow (cfs) --------------- IOOY-24H 12.57 *** Node Name: NS45D 02YR-24H 16.95 IOYR-24H 16.46 25YR-24H 15.83 50YR-24H 15.71 100Y -24H 15.62 *** Node Name: NS45U 02YR-14H 16.91 IOYR-24H 16.44 25YR-24H 15.80 50YR-24H 15.68 100Y -24H 15.59 *** Node Name: NS46D 02YR-24H 16.53 IGYR-24H 16.29 25YR-24H 15.55 50YR-24H 15.58 10CY-24R 15.51 *** Node Name: NS46U 02YR-24H 16.51 IOYR-249 16.21 25YR-24H 15.57 50YR-240 15.49 IOOY-24H 15.40 *** Node Name: NS47 02YR-241 25.75 IOYR-24H 25.75 25YR-24H 22.55 50YR-24H 16.05 IOOY-24H 14.21 *** Node Name: NS49D 02YR-24H 16.27 IOYR-24H 16.07 25YR-24H 15.45 50YR-24H 15.36 IOOY-24H 15.34 *** Node Name: NS49U 02YR-24H 16.20 IOYR-24H 15.53 17.39 21.50 Group: SYS -E 17.82 21.97 18.20 21.97 18.34 21.97 18.47 21.97 18.54 21.97 Group: SYS -E 18.02 21.00 18.55 21.00 18.78 21.00 19.01 21.00 19.14 21.00 Group: SYS -E 18.31 22.23 18.80 22.23 19.01 22.23 19.21 22.23 19.32 22.23 Group: SYS -E 18.36 22.23 18.91 22.23 19.16 22.23 19.39 22.23 19.52 22.23 Group: SYS -E 19.97 21.82 20.41 21.82 20.53 21.82 20.55 21.82 20.57 21.82 Group: SYS -E 18.52 21.58 19.06 21.58 19.29 21.58 19.50 21.58 19.62 21.58 Group: SYS -E 18.57 21.76 19.36 21.76 0.0010 22087.93 12.00 14.26 12.65 5.78 0.0002 1484.43 16.90 3.23 16.95 3.23 0.0004 2000.58 16.44 8.16 16.48 8.16 0.0004 2192.57 15.80 10.80 15.83 10.79 0.0004 2364.15 15.68 13.59 15.71 13.58 0.0004 2447.95 15.59 15.12 15.62 15.12 0.0002 10662.91 16.47 3.26 16.90 3.23 0.0004 12694.82 16.09 8.18 16.44 8.16 0.0005 13582.52 15.45 10.93 15.80 10.80 0.0005 14452.90 15.31 13.66 15.68 13.59 0.0006 14910.69 15.19 15.18 15.59 15.12 0.0002 2231.02 16.41 3.20 16.49 3.20 0.0004 3057.21 16.09 8.08 16.19 8.08 0.0005 3408.57 15.37 10.82 15.45 10.79 0.0005 3751.35 15.22 13.52 15.33 13.49 0.0006 3932.09 15.13 15.02 15.24 15.00 0.0002 9066.05 16.01 3.24 16.41 3.20 0.0005 10649.66 15.36 8.11 16.09 8.08 0.0005 11339.78 15.05 11.06 15.37 10.82 0.0006 12002.85 14.30 13.96 15.22 13.52 0.0006 12357.07 13.69 15.23 15.13 15.02 0.0001 34018.08 12.00 2.85 0.00 0.00 0.0004 38322.73 12.00 5.15 0.00 0.00 0.0005 39953.21 12.00 6.25 22.55 0.20 0.0005 40489.30 12.00 7.35 16.05 0.45 0.0006 41113.62 12.00 8.21 14.21 0.81 0.0003 2282.93 15.94 3.21 16.04 3.20 0.0005 3049.83 15.36 8.05 15.73 8.04 0.0006 3284.40 14.97 11.03 15.06 10.96 0.0007 3634.73 14.29 13.99 14.30 13.77 0.0007 3819.24 13.68 14.79 13.69 14.33 0.0003 19545.43 15.14 3.42 15.94 3.21 0.0005 32559.98 13.90 9.98 15.36 8.05 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [7] 17.00 0.0002 326084.44 Copyright 1995, Streamline Technologies, Inc. 62.69 13.18 18.96 IOYR-24H 12.96 COUNTY ROAD 512 DRAINAGE SYSTEM 17.00 0.0006 328930.03 12.01 95.82 MEAN ANNUAL FREQUENCY, 24-HOUR DURATION 30.12 25YR-24H 12.94 15.78 17.00 Proposed Improvements DATE:01/09/98 329990.48 12.00 110.31 12.94 35.46 ***#**3*k* Node Maximum CompaIison5 12.94 15.92 (Time units - hours) 0.0007 331216.57 12.00 122.93 12.94 Sim Max Time Max Stage Warning Max Delta Max Surface Max Time Max Inflow Max Time Max Outflow Name Conditions (ft) Stage (ft) Stage (ft) ----------------r-------------------------------------------------------------------------------------------------- Area (sf) Inflow (cfs) Outflow (cfs) 25YR-24H 14.97 19.63 21.76 0.0006 36796.37 13.49 12.58 14.97 11.03 50YR-24H 15.10 19.76 21.76 0.0007 39207.33 13.93 14.73 14.29 13.99 IOOY-24H 15.19 19.97 21.76 0.0008 42154.79 13.68 17.06 13.68 14.79 *** Node Name: NSYSEP Group: SYS -E 02YR-24H 13.18 15.33 17.00 0.0002 326084.44 12.01 62.69 13.18 18.96 IOYR-24H 12.96 15.66 17.00 0.0006 328930.03 12.01 95.82 12.96 30.12 25YR-24H 12.94 15.78 17.00 0.0006 329990.48 12.00 110.31 12.94 35.46 SOYR-24H 12.94 15.92 17.00 0.0007 331216.57 12.00 122.93 12.94 40.09 IOOY-24H 12.96 16.00 17.00 0.0008 331977.70 12.00 132.56 12.96 42.26 *** Node Name: NSYSFP Group: SYS -E 02YR-24H 0.00 17.50 19.65 0.0000 47916.00 12.25 7.65 16.38 10.17 IOYR-24H 12.73 17.79 19.65 0.0003 73090.30 12.25 13.37 20.26 10.17 25YR-24H 12.87 17.97 19.65 0.0006 88647.89 12.25 16.11 20.95 10.17 50YR-24H 12.99 18.16 19.65 0.0008 97133.77 12.25 18.84 22.83 10.17 100Y -24H 13.09 18.31 19.65 0.0009 102440.26 12.25 20.97 13.91 10.33 *** Node Name: NWINDXP Group: SYS -E 02YR-24H 14.37 20.87 22.00 0.0009 48615.57 12.00 25.75 14.35 1.81 IOYR-24H 12.96 21.44 22.00 0.0020 142400.42 12.00 42.01 12.95 7.01 25YR-24H 12.92 21.60 22.00 0.0021 177211.63 12.00 49.79 I2.92 8.91 50YR-24H 12.91 21.74 22.00 0.0015 206542.48 12.00 57.57 12.90 10.63 IOOY-24H 12.90 21.84 22.00 0.0012 226947.05 12.00 63.66 12.90 11.89 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) (1] Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM MEAN ANNUAL FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 ********** Node Maximum Conditions - 02YR-24H******kkkkkkkk*kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk*k***kkkkkkkkkk*kkkkk*kkkkk (Time units - hours) Node Group Max Time Max Stage Warning Max Delta Max Surface Max Time Max Inflow Max Time Max Outflow Name ---------------------------------------------------------------------------------------------------------------------------- Name Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (cfs) Outflow (cfs) NE-24 BASE 13.19 11.98 17.24 0.0005 352.09 13.18 18.96 13.19 16.96 NSSS BASE 28.05 11.19 10.75 -0.0461 55160.54 16.91 37.10 0.00 51.86 NSSSID BASE 18.62 13.30 16.80 -0.0034 30590.24 0.20 40.33 18.62 35.06 NSSS3D BASE 28.05 11.18 10.50 0.0313 5590.33 0.00 51.86 17.11 33.55 NSSSP BASE 32.02 11.18 11.00 0.0004 485108.46 12.25 44.99 16.06 5.06 SPBNDRY BASE 24.00 11.17 11.17 0.0002 7319.03 16.90 49.15 0.00 0.00 NBLOSSD 512-R/W 0.00 15.00 19.00 -0.0013 81453.67 0.00 156.22 0.00 290.43 NBLOSSU 512-R/W 18.64 16.98 22.00 -0.0006 45030.29 16.19 13.66 16.29 13.45 NE -4 512-R/W 0.01 15.64 19.49 0.8100 359.04 0.00 28.16 0.01 16.85 NP -1 512-R/W 24.07 16.96 20.50 0.0003 211.58 24.06 2.36 24.07 2.36 NP -2 512-R/W 0.01 15.41 19.30 0.0784 214.10 0.01 16.85 0.01 23.51 NRIVD 512-R/W 18.69 17.32 18.98 0.0003 6847.44 18.44 9.03 18.74 9.03 NRIVU 512-R/W 18.66 17.41 18.98 -0.0007 132257.15 16.00 11.05 18.44 9.03 HOSED 512-R/W 18.20 16.39 20.30 0.0000 42822.96 17.25 3.37 18.20 3.33 NROSEP 512-R/W 28.60 16.84 19.60 0.0000 527716.23 14.00 18.75 28.52 1.78 NS44D 512-R/W 15.89 15.49 19.00 -0.0004 75126.38 16.00 25.30 16.81 28.27 NS4D 512-R/W 0.00 16.00 19.65 -0.0108 44018.72 0.01 23.51 0.00 155.21 NS4U 512-R/W 0.00 16.00 19.65 -0.0172 36469.37 17.39 8.97 0.00 28.16 NS53P 512-R/W 24.06 19.13 21.00 0.0004 499343.72 12.00 117.21 24.06 2.36 NSSSID 512-R/W 18.53 13.88 17.30 0.0037 46999.49 0.00 290.43 0.20 40.33 NE -12 SYS -E 12.06 15.96 17.82 0.0052 174.10 12.03 27.42 12.03 27.41 NE -15 SYS -E 12.09 15.72 19.32 -0.0056 177.60 12.03 27.41 12.03 27.37 NE -16 SYS -E 12.18 15.50 17.71 -0.0126 155.85 12.02 35.50 12.03 36.48 NE -17 SYS -E 12.99 15.35 17.71 0.0143 150.42 12.03 37.14 12.03 35.74 NE -18 SYS -E 12.64 15.44 18.87 0.0023 153.08 12.59 1.97 12.57 2.03 NE -2 SYS -E 12.06 16.65 19.49 0.0024 762.77 12.00 8.08 11.77 9.52 NE -2U SYS -E 12.20 16.90 20.87 -0.0003 3920.35 12.00 1.91 12.52 2.10 NE -3 SYS -E 12.06 16.63 20.51 0.0032 313.20 11.77 19.67 12.08 15.24 NE -5 SYS -E 12.06 16.35 19.28 -0.0042 211.52 12.04 19.64 12.05 19.62 NE -8 SYS -E 12.06 16.24 20.19 0.0038 198.35 12.05 19.62 12.06 19.61 NE -9 SYS -E 12.06 16.10 18.19 0.0045 178.60 12.04 22.58 12.05 22.56 NLACD SYS -E 15.26 16.91 21.87 0.0002 3963.45 15.08 3.23 15.17 3.22 NLACU SYS -E 15.30 18.93 21.87 0.0002 40816.13 12.50 5.31 15.42 1.50 NS39P SYS -E 12.59 16.58 21.50 0.0004 19623.00 12.00 4.78 12.59 1.97 NS45D SYS -E 16.95 17.82 21.97 0.0002 1484.43 16.90 3.23 16.95 3.23 NS45U SYS -E 16.91 18.02 21.00 0.0002 10662.91 16.47 3.26 16.90 3.23 N546D SYS -E 16.53 18.31 22.23 0.0002 2231.02 16.41 3.20 16.49 3.20 US46U SYS -E 16.51 18.36 22.23 0.0002 9066.05 16.01 3.24 16.41 3.20 NS47 SYS -E 25.75 19.97 21.82 0.0001 34018.08 12.00 2.85 0.00 0.00 NS49D SYS -E 16.27 18.52 21.58 0.0003 2282.93 15.94 3.21 16.04 3.20 NS49U SYS -E 16.20 18.57 21.76 0.0003 19545.43 15.14 3.42 15.94 3.21 NSYSEP SYS -E 13.18 15.33 17.00 0.0002 326084.44 12.01 62.69 13.18 18.96 NSYSFP SYS -E 0.00 17.50 19.65 0.0000 47916.00 12.25 7.65 16.38 10.17 NWINDXP SYS -E 14.37 20.87 22.00 0.0009 46615.57 12.00 25.75 14.35 1.81 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) Ill 'Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 10 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 kkk#k#t*k* Node Maximum Conditions - IOYR-24H k##kkk#ktkt*#k#kttkkkktkk#kkk#k#tkkk##ktkkkt*tt*##ttttk*tk##*t###*k#*k*#*#ttk# (Time units - hours) Node Group Max Time Max Stage Warning Max Delta Max Surface Max Time Max Inflow Max Time Max Outflow Name ---------------------------------------------------------------------------------------------------------------------------- Name Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (cfs) Outflow (cfs) NE-24 BASE 12.96 12.71 17.24 0.0015 281.38 12.96 30.12 12.96 30.12 NSSS BASE 25.44 10.73 10.75 -0.0461 48250.89 19.51 57.55 19.85 56.27 NSSSID BASE 21.96 14.33 16.80 -0.0039 32459.99 21.41 53.79 21.96 53.76 NSSS3D BASE 25.45 8.61 10.50 0.0313 3631.57 19.85 56.27 19.81 56.19 NSSSP BASE 26.15 10.74 11.00 0.0008 400974.52 12.25 86.00 15.68 9.28 SPBNDRY BASE 24.00 8.46 11.17 0.0002 5312.09 15.96 74.85 0.00 0.00 NBLOSSD 512-R/W 21.69 16.07 19.00 -0.0013 111762.57 0.00 156.22 0.00 290.43 NBLOSSU 512-R/W 17.64 17.44 22.00 -0.0006 66853.49 16.41 22.90 18.10 25.00 NE -4 512-R/W 21.38 16.21 19.49 0.8100 .135.88 0.00 28.16 26.02 27.04 HP -1 512-R/W 24.07 17.16 20.50 0.0034 234.84 24.06 3.81 24.07 3.81 NP -2 512-R/W 21.54 16.14 19.30 0.0784 121.17 26.02 27.04 0.01 23.51 RRIVD 512-R/W 18.91 17.77 18.98 0.0004 7935.32 20.08 16.10 20.15 16.12 NRIVU 512-R/W 19.64 18.06 18.98 -0.0012 268279.71 15.75 22.22 20.08 16.10 HOSED 512-R/W 20.25 16.59 20.30 0.0001 51218.77 15.55 7.76 16.22 7.58 NROSEP 512-R/W 27.61 17.45 19.60 0.0001 537148.75 14.00 32.53 27.50 3.88 NS44D 512-R/W 21.55 16.13 19.00 0.0005 148237.79 16.20 45.24 15.12 41.24 RS4D 512-R/W 21.69 16.08 19.65 -0.0108 44885.29 17.58 23.72 0.00 155.21 NS4U 512-R/W 21.07 16.31 19.65 -0.0172 42413.23 16.29 19.61 0.00 28.16 NS53P 512-R/W 24.06 20.06 21.00 0.0010 603895.09 12.00 212.76 24.06 3.81 NSSSIU 512-R/W 21.69 16.07 17.30 0.0037 78225.85 0.00 290.43 21.52 52.64 NE -12 SYS -E 12.13 16.77 17.82 0.0069 174.10 12.03 34.07 12.04 34.09 NE -15 SYS -E 12.16 16.42 19.32 -0.0052 177.60 12.04 34.09 12.04 34.00 NE -16 SYS -B 12.24 16.07 17.71 -0.0126 155.85 12.01 47.67 12.03 48.22 NE -17 SYS -E 12.51 15.76 17.71 0.0154 137.08 12.08 51.61 12.01 51.03 NE -18 SYS -E 12.44 16.32 18.87 0.0023 119.41 12.42 4.91 12.42 4.93 NE -2 SYS -E 12.18 17.51 19.49 0.0028 432.09 12.20 12.07 12.21 12.09 HE -2U SYS -E 12.20 17.53 20.87 0.0020 6935.30 12.00 3.42 12.48 4.33 NE -3 SYS -E 12.17 17.45 20.51 0.0036 193.92 11.59 19.31 12.48 16.78 NE -5 SYS -E 11.14 17.28 • 19.28 0.0048 211.52 12.22 21.96 12.23 21.99 NE -8 SYS -E 12.14 17.14 20.19 0.0036 198.35 12.23 21.99 12.32 22.05 NE -9 SYS -E 12.13 16.97 18.19 -0.0047 178.60 12.12 26.32 12.12 26.32 NLACD SYS -E 14.92 19.54 21.87 0.0008 5988.36 13.92 9.59 13.90 9.48 RLACU SYS -E 14.81 19.57 21.87 0.0005 47751.59 12.50 9.12 14.11 3.26 NS39P SYS -E 12.43 16.86 21.50 0.0007 20496.38 12.00 8.83 12.42 4.91 NS45D SYS -E 16.48 18.20 21.97 0.0004 2000.58 16.44 8.16 16.48 8.16 NS45U SYS -E 16.44 18.55 21.00 0.0004 12694.82 16.09 8.18 16.44 8.16 NS46D SYS -E 16.29 18.80 22.23 0.0004 3057.21 16.09 8.08 16.19 8.08 NS46U SYS -E 16.21 18.91 22.23 0.0005 10649.66 15.36 8.11 16.09 8.08 NS47 SYS -E 25.75 20.41 21.82 0.0004 38322.73 12.00 5.15 0.00 0.00 NS49D SYS -E 16.07 19.06 21.58 0.0005 3049.83 15.36 8.05 15.73 8.04 NS49U SYS -E 15.53 19.36 21.76 0.0005 32559.98 13.90 9.98 15.36 8.05 NSYSEP SYS -E 12.96 15.66 17.00 0.0006 328930.03 12.01 95.82 12.96 30.12 NSYSFP SYS -E 12.73 17.79 19.65 0.0003 73090.30 12.25 13.37 20.26 10.17 NWINDIP SYS -E 12.96 21.44 22.00 0.0020 142400.42 12.00 42.01 12.95 7.01 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [1] Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 25 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 k****#*k*k Node Maximum Conditions - 25YR-24H (Time units - hours) Node Group Max Time Max Stage Warning Max Delta Max Surface Max Time Max Inflow Max Time Max Outflow - Name Name ----------------------------------------------------------------------------------------------------- Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (cfs Outflow (cfs) NE -24 BASE 12.94 13.12 17.24 0.0014 172.78 12.94 35.46 12.94 ------------ 35.46 NSSS BASE 24.08 10.59 10.75 -0.0461 46039.84 22.64 64.60 24.08 64.47 NSSSID BASE 23.31 14.65 16.80 -0.0039 33092.34 22.50 59.47 23.31 59.42 NSSS3D BASE 24.09 7.34 10.50 0.0313 1904.06 24.08 64.47 24.09 64.47 NSSSP BASE 23.00 10.98 11.00 0.0010 445756.11 12.25 106.02 14.85 10.69 SPBNDRY BASE 24.00 3.29 11.17 0.0000 2027.43 13.58 82.61 0.00 0.00 NBLOSSD 512-R/W 23.61 16.78 19.00 -0.0013 143621.97 0.00 156.22 0.00 290.43 NBLOSSU 512-R/W 16.50 17.59 22.00 0.0006 74695.62 17.48 27.61 16.50 28.95 NE -4 512-R/W 23.42 16.96 19.49 0.8100 129.12 0.00 28.16 32.70 27.08 NP -1 512-R/W 23.59 17.54 20.50 0.0050 243.18 24.02 4.93 24.03 4.93 NP -2 512-R/W 23.52 16.87 19.30 0.0784 121.17 32.70 27.08 15.61 27.82 NRIVD 512-R/W 19.74 17.92 18.98 0.0005 8252.53 20.28 19.23 20.37 19.25 NRIVU 512-R/W 20.07 18.33 18.98 0.0011 286451.72 15.75 27.84 20.18 19.23 NROSED 512-R/W 23.21 17.16 20.30 0.0001 12461.21. 15.36 10.09 16.66 16.76 HROSEP 512-R/W 27.16 17.74 19.60 0.0001 541721.76 14.00 39.16 27.41 5.22 NS44D 512-R/W 23.55 16.80 19.00 0.0005 210722.13 16.50 57.06 16.77 45.55 NS4D 512-R/W 23.61 16.79 19.65 -0.0108 51833.09 15.61 28.43 0.00 155.21 NS4U 512-R/W 23.19 17.15 19.65 -0.0172 53855.32 16.66 31.82 0.00 28.16 NS53P 512-R/W 14.02 20.36 21.00 0.0011 877063.58 12.00 258.70 24.02 4.93 NSSSIU 512-R/W 23.61 16.78 17.30 0.0037 88622.10 0.00 290.43 25.00 58.40 NE -12 SYS -E 12.15 17.06 17.81 0.0067 174.10 12.00 36.12 12.01 36.07 NE -15 SYS -E 12.18 16.68 19.32 -0.0052 177.60 12.01 36.07 12.02 36.01 NE -16 SYS -E 12.25 16.28 17.71 -0.0126 155.85 12.01 52.46 12.01 52.99 NE -17 SYS -E 12.44 15.92 17.71 0.0143 137.08 12.01 57.33 12.01 56.68 RE -18 SYS -E 12.47 16.58 18.87 0.0030 119.41 12.50 5.35 12.49 5.37 ME -2 SYS -E 12.23 17.82 19.49 0.0032 419.16 12.11 14.03 12.11 13.93 NE -2U SYS -E 12.25 17.83 20.87 0.0024 8259.53 12.00 4.14 12.47 5.38 NE -3 SYS -E 12.23 17.74 20.51 0.0035 193.92 11.55 19.35 12.47 17.56 NE -5 SYS -E 12.19 17.58 19.28 -0.0045 211.52 ' 12.35 22.43 12.36 22.50 NE -8 SYS -E 12.18 17.44 20.19 0.0036 198.35 12.36 22.50 12.36 22.57 NE -9 SYS -E 12.16 17.27 18.19 -0.0047 178.60 12.20 26.93 12.21 26.94 NLACD SYS -E 14.78 19.80 21.87 0.0009 6766.94 13.56 12.16 13.58 11.83 RLACU SYS -E 14.84 19.82 21.87 0.0007 50500.09 12.50 10.94 13.68 3.73 NS39P SYS -E 12.47 17.04 21.50 0.0007 21030.58 12.00 10.78 12.50 5.35 NS45D SYS -E 15.83 18.34 21.97 0.0004 2192.57 15.80 10.80 15.83 10.79 NS45U SYS -E 15.80 18.78 21.00 0.0005 13582.52 15.45 10.93 15.80 10.80 NS46D SYS -E 15.65 19.01 22.23 0.0005 3408.57 15.37 10.82 15.45 10.79 NS46U SYS -E 15.57 19.16 22.23 0.0005 11339.78 15.05 11.06 15.37 10.82 NS47 SYS -E 22.55 20.53 21.82 0.0005 39953.21 12.00 6.25 22.55 0.20 NS49D SYS -E 15.45 19.29 21.58 0.0006 3284.40 14.97 11.03 15.06 10.96 N849U SYS -E 14.97 19.63 21.76 0.0006 36796.37 13.49 12.58 14.97 11.03 NSYSEP SYS -E 12.94 15.78 17.00 0.0006 329990.48 12.00 110.31 12.94 35.46 NSYSFP SYS -E 12.87 17.97 19.65 0.0006 88647.89 12.25 16.11 20.95 10.17 NWIRD%P SYS -E 12.92 21.60 22.00 0.0021 177211.63 12.00 49.79 12.92 8.91 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [1] Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 50 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 ********** Node Maximum Conditions - 50YR-24H####*#*##t#k#*##k#*########}#####*#######*#**}###########}}###}#}}}}}}}}}##### (Time units - hours) Node Group Max Time Max Stage Warning Max Delta Max Surface Max Time Max Inflow Max Time Max Outflow Name - Name ----------------------------------------------------------------- Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (cfs) Outflow (cfs) NE -24 BASE 12.94 13.75 17.24 0.0052 - ----------------------------------------------- 122.38 12.94 40.09 12.94 40.09 NSSS BASE 24.21 11.00 10.75 -0.0461 52271.98 23.98 70.72 24.21 70.70 NSSSiD BASE 24.08 15.01 16.80 -0.0034 33799.67 23.55 65.58 24.08 65.42 NSSS3D BASE 24.21 10.17 10.50 0.0313 4815.43 24.21 70.70 24.21 70.70 NSSSP BASE 23.91 11.40 11.00 0.0011 526065.16 12.25 126.04 13.36 10.55 SPBNDRY BASE 24.00 10.08 11.17 0.0002 6517.59 13.83 92.73 0.00 0.00 NBLOSSD 512-R/W 24.18 17.35 19.00 -0.0013 165274.37 0.00 156.22 0.00 290.43 HBLOSSD 512-R/W 15.68 17.71 22.00 -0.0006 80932.88 17.31 32.31 16.78 33.68 NE -4 512-R/W 24.44 17.55 19.49 0.8100 129.12 0.00 28.16 14.84 26.94 NP -1 512-R/W 24.40 17.99 20.50 0.0050 202.89 24.04 6.10 24.05 6.10 NP -2 512-R/W 24.33 17.45 19.30 0.0784 121.17 14.84 26.94 14.67 29.30 NRIVD 512-R/W 20.69 18.06 18.98 0.0005 8620.27 20.27 22.12 20.35 22.11 NRIVU 512-R/W 20.48 18.61 18.98 -0.0011 304768.20 15.75 33.53 20.27 22.12 HOSED 512-R/W 24.63 17.77 20.30 0.0001 95351.94 15.38 12.54 15.24 19.15 NROSEP 512-R/W 27.28 18.14 19.60 0.0001 547960.60 14.00 45.79 29.16 6.38 NS44D 512-R/W 24.14 17.36 19.00 0.0004 248199.28 16.12 67.46 16.51 51.36 R84D 512-R/W 24.18 17.35 19.65 -0.0108 57355.08 14.67 30.59 0.00 155.21 NS4U 512-R/W 24.62 17.76 19.65 -0.0172 62885.72 15.24 38.52 0.00 28.16 NS53P 512-R/W 23.95 20.58 21.00 0.0014 1083468.28 12.00 304.50 24.04 6.10 NSSSIU 512-R/W 24.18 17.35 17.30 0.0037 94991.66 0.00 290.43 24.55 64.35 NE -12 SYS -E 12.10 17.30 17.82 0.0052 174.10 12.03 36.98 12.01 36.77 NE -15 SYS -E 12.23 16.90 19.32 -0.0052 177.60 12.01 36.77 12.03 36.77 NE -16 SYS -E 12.25 16.49 17.71 -0.0127 155.85 12.00 55.92 12.00 55.85 NE -17 SYS -E 12.43 16.09 17.71 0.0154 137.08 12.01 60.53 11.99 60.50 NE -18 SYS -E 12.52 16.81 18.87 0.0033 119.41 12.58 5.59 12.60 5.62 NE -2 SYS -E 12.31 18.03 19.49 0.0041 400.80 12.10 16.46 12.10 16.36 NE -2U SYS -E 12.31 18.04 20.87 0.0026 9188.85 12.00 4.86 12.56 5.90 NE -3 SYS -E 12.31 17.95 20.51 0.0039 193.92 11.43 18.99 12.56 17.94 NE -5 SYS -E 12.28 17.80 19.28 -0.0047 211.52 12.45 22.66 12.56 22.88 NE -8 SYS -E 12.26 17.66 20.19 0.0036 198.35 12.56 22.88 12.46 22.84 NE -9 SYS -E 12.22 17.50 18.19 -0.0041 178.60 12.32 27.02 12.33 27.06 NLACD SYS -E 14.60 19.96 21.87 0.0008 7215.48 13.32 14.29 14.02 14.05 NLACO SYS -E 14.50 20.00 21.87 0.0008 52367.35 12.50 12.76 14.38 4.77 NS39P SYS -E 12.53 17.23 21.50 0.0009 21620.42 12.00 12.73 12.58 5.59 NS45D SYS -E 15.71 18.47 21.97 0.0004 2364.15 15.68 13.59 15.71 13.58 NS450 SYS -E 15.68 19.01 21.00 0.0005 14452.90 15.31 13.66 15.68 13.59 NS46D SYS -E 15.58 19.21 22.23 0.0005 3751.35 15.22 13.52 15.33 13.49 NS46U SYS -E 15.49 19.39 22.23 0.0006 12002.85 14.30 13.96 15.22 13.52 NS47 SYS -E 16.05 20.55 21.82 0.0005 40489.30 12.00 7.35 16.05 0.45 NS49D SYS -E 15.36 19.50 21.58 0.0007 3634.73 14.29 13.99 14.30 13.77 NS49U SYS -E 15.10 19.78 21.76 0.0007 39207.33 13.93 14.73 14.29 13.99 NSYSEP SYS -E 12.94 15.92 17.00 0.0007 331216.57 12.00 122.93 12.94 40.09 NSYSFP SYS -E 12.99 18.16 19.65 0.0008 97133.77 12.25 18.84 22.83 10.17 NWIND%P SYS -E 12.91 21.74 22.00 0.0015 206542.48 12.00 57.57 12.90 10.63 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [1] Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 100 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 k****##kkk Node Maximum Conditions - IOOY-24H##kkkt*#k#*kk##*k*kk*#kt##**k*kk*kk**kkkk##k*k}##k*kkkk#*k*#*kkk*##k#k#k##k**# (Time units - hours) Node Group Max Time Max Stage Warning Max Delta Max Surface Max Time Max Inflow Max Time Max Outflow Name - Hate Conditions ------------------------------------------------------------------------------------------------------------------- (ft) Stage (ft) Stage (ft) Area (sf) Inflow (cfs) Outflow (cfs) NE-24 BASE 12.96 13.89 17.24 0.0055 122.38 12.96 42.26 12.96 42.26 NSSS BASE 24.10 11.26 10.75 -0.0461 56256.72 22.59 84.93 22.58 84.40 NSSSID BASE 22.66 15.69 16.80 -0.0048 35129.89 22.50 78.76 22.66 78.73 NSSS3D BASE 24.10 11.24 10.50 0.0313 5623.97 22.58 84.40 22.57 83.86 NSSSP BASE 24.14 11.65 11.00 0.0012 571725.58 12.25 141.74 12.88 10.22 SPBNDRY BASE 24.00 11.17 11.17 0.0002 7331.48 22.43 100.39 0.00 0.00 NBLOSSD 512-R/W 22.67 17.55 19.00 -0.0013 169370.32 0.00 156.22 0.00 290.43 NBLOSSU 512-R/W 15.24 17.78 22.00 -0.0006 85149.78 16.84 35.93 16.55 37.53 NE -4 512-R/W 23.21 17.82 19.49 0.8100 129.12 0.00 28.16 14.40 27.33 NP -1 512-R/W 23.58 18.39 20.50 0.0050 119.75 23.81 6.98 23.83 6.98 NP -2 512-R/W 22.98 17.68 19.30 0.0784 121.17 14.40 27.33 14.18 29.18 NRIVD 512-R/W 21.26 18.18 18.98 0.0005 8945.17 20.46 24.19 20.59 24.17 NRIVU 512-R/W 20.83 18.83 18.98 -0.0011 319447.51 15.75 38.02 20.46 24.19 HOSED 512-R/W 23.55 18.10 20.30 0.0001 116298.41 14.86 14.38 14.66 20.02 NROSEP 512-R/W 27.46 18.46 19.60 0.0001 552781.48 14.00 50.98 33.34 7.56 NS44D 512-R/W 22.64 17.56 19.00 -0.0004 255359.75 16.00 75.96 16.50 55.86 NS4D 512-R/W 22.68 17.55 19.65 -0.0108 59316.26 14.18 31.16 0.00 155.21 HS4U 512-R/W 23.54 18.10 19.65 -0.0172 68777.98 14.66 41.20 0.00 28.16 NS53P 512-R/W 23.80 20.73 21.00 0.0015 1220650.23 12.00 340.27 23.81 6.98 HSSSIU 512-R/W 22.67 17.55 17.30 0.0037 97019.03 0.00 290.43 22.67 77.01 NE -12 SYS -E 12.12 17.48 17.82 0.0052 174.10 12.03 38.02 12.01 37.63 NE -15 SYS -E 12.14 17.06 19.32 -0.0052 177.60 12.01 37.63 12.03 37.61 NE -16 SYS -E 12.25 16.62 17:71 -0.0126 155.85 12.00 58.72 12.01 58.81 NE -17 SYS -E 12.43 16.20 17.71 0.0143 137.08 12.01 63.59 12.01 63.37 NE -18 SYS -E 12.55 16.96 18.87 0.0031 119.41 12.65 5.78 12.66 5.81 NE -2 SYS -E 12.36 18.19 19.49 0.0042 382.10 12.12 17.99 12.14 17.91 NE -2U SYS -E 12.37 18.20 20.87 0.0027 9844.07 12.00 5.42 12.61 6.21 NE -3 SYS -E 12.36 18.10 20.51 0.0049 193.92 12.61 18.16 12.61 18.26 NE -5 SYS -E 12.34 17.94 19.28 0.0046 211.52 12.51 23.00 12.61 23.14 NE -8 SYS -E 12.27 17.81 20.19 0.0040 198.35 12.61 23.14 12.50 23.19 NE -9 SYS -E 12.14 17.67 18.19 -0.0041 178.60 12.39 27.28 12.39 27.33 NLACD SYS -E 14.90 20.11 21.87 0.0008 7678.09 13.70 16.48 13.72 16.21 NLACU SYS -E 14.82 20.14 21.87 0.0008 56072.57 12.50 14.18 13.83 5.37 NS39P SYS -E 12.57 17.39 21.50 0.0010 22087.93 12.00 14.26 12.65 5.78 NS45D SYS -E 15.62 18.54 21.97 0.0004 2447.95 15.59 15.12 15.62 15.12 NS45U SYS -E 15.59 19.14 21.00 0.0006 14910.69 15.19 15.18 15.59 15.12 NS46D SYS -E 15.51 19.32 22.23 0.0006 3932.09 15.13 15.02 15.24 15.00 ES46U SYS -E 15.40 19.52 22.23 0.0006 12357.07 13.69 15.23 15.13 15.02 NS47 SYS -E 14.21 20.57 21.82 0.0006 41113.62 12.00 8.21 14.21 0.81 NS49D SYS -E 15.34 19.62 21.58 0.0007 3819.24 13.68 14.79 13.69 14.33 NS49U SYS -E 15.19 19.97 21.76 0.0008 42154.79 13.68 17.06 13.68 14.79 NSYSEP SYS -E 12.96 16.00 17.00 0.0008 331977.70 12.00 132.56 12.96 42.26 NSYSFP SYS -B 13.09 18.31 19.65 0.0009 102440.26 12.25 20.97 13.91 10.33 NWIND2P SYS -E 12.90 21.84 22.00 0.0012 226947.05 12.00 63.66 12.90 11.89 Advanced interconnected Channel & Pond Routing (ICPR Ver 2.10) ,Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM MEAN ANNUAL FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 ********** Basin Results Comparisons ***x*********xt*xx*x*xx*x*** Simulation Name Time Max Flow Max Runoff Volume Runoff Volume (hrs) (cfs) (in) (cf) *** Basin Name: BSTRAIT 02YR-21H 12.53 5.33 3.77 64654 IOYR-24H 12.53 9.15 6.60 113051 25YR-24H 12.53 10.98 7.98 136666 SOYR-24H 12.53 12.80 9.36 160363 100Y -24H 12.53 14.22 10.45 179022 *** Basin Name: BWINDX 02YR-24H 12.04 26.45 4.29 145685 10YR-21H 12.04 43.08 7.17 243490 25YR-24H 12.04 51.05 8.56 290855 50YR-24H 12.04 59.00 9.96 338269 IOOY-24H 12.04 65.23 11.05 375545 *** Basin Name: BS49U 02YR-24H 12.07 2.96 3.37 17017 IOYR-24H 12.07 5.28 6.14 30957 25YR-24H 12.07 6.39 7.50 37823 50YR-24H 12.07 7.50 8.87 44734 IOOY-240 12.07 8.36 9.95 50187 *** Basin Name: BHIGHI 02YR-24H 16.00 11.05 2.67 504445 IOYR-24H 15.75 22.22 5.26 994668 25YR-24H 15.75 27.84 6.56 1241953 50YR-24H 15.75 33.53 7.89 1493073 IOOY-24H 15.75 38.02 8.94 1692319 *** Basin Name: BCR505 02YR-24H 12.92 4.25 3.13 67742 IOYR-24H 12.74 7.95 5.84 126400 25YR-24H 12.74 9.75 7.19 155490 50YR-24H 12.74 11.55 8.54 184847 100Y-241 12.74 12.96 9.62 208046 *** Basin Name: BRIGH2 02YR-24H 12.16 4.43 3.63 33360 IOYR-24H 12.16 7.69 6.44 59133 25YR-20 12.16 9.26 7.81 71746 50YR-24H 12.16 10.81 9.19 84416 IOOY-24H 12.16 12.03 10.28 94399 *** Basin Name: BHIG13 02YR-241 14.75 4.16 2.66 145074 IOYR-24H 14.50 8.39 5.25 286059 25YR-24H 14.50 10.51 6.56 357176 50YR-24H 14.50 12.66 7.89 429396 100Y-249 14.50 14.35 8.94 486698 (l] Advanced Interconnected Channel 6 Pond Routing (ICPR Ver 2.10) CoPyright 1995, Streamline Technologies, Inc. 61496 COUNTY ROAD 512 DRAINAGE SYSTEM 12.19 13.50 MEAN ANNUAL FREQUENCY, 24-HOUR DURATION 109874 25YR-24H Proposed Improvements DATE:01/09/98 7.72 ********** Basin Results Comparisons 50YR-24H 12.19 Simulation Name Time Max Flow Max Runoff Volume Runoff Volume (hrs) (cfs) ----------------------------------------------------------------- (in) (cf) *** Basin Name: BS47 176224 02YR-24H 12.10 3.15 3.37 19464 IOYR-24H 12.10 5.62 6.14 35410 25YR-24H 12.10 6.81 7.50 43263 50YR-24H 12.10 7.99 8.87 51169 100Y -24H 12.10 8.91 9.95 57406 *** Basin Name: BSYS-FP 02YR-248 12.19 7.69 3.55 61496 IOYR-24H 12.19 13.50 6.35 109874 25YR-24H 12.19 16.28 7.72 133592 50YR-24H 12.19 19.05 9.09 157433 IOOY-248 12.19 21.21 10.18 176224 *** Basin Name: BHIGH4 02YR-24H 15.75 11.88 2.85 538829 ICYR-24H 15.75 23.27 5.49 1038566 25YR-24H 15.75 28.94 6.82 1288820 50YR-24H 15.75 34.65 8.16 1542269 IOOY-24H 15.75 39.16 9.22 1743011 *** Basin Name: BS46D 02YR-241 12.04 0.80 3.37 4163 IOYR-24H 12.04 1.43 6.14 7573 25YR-24H 12.04 1.73 7.50 9252 50YR-24H 11.04 2.02 8.87 10943 100Y -24H 12.04 2.26 9.95 12277 *** Basin Name: BS45U 02YR-24H 12.04 1.20 3.37 6244 10YR-24H 12.04 2.14 6.14 11359 25YR-24H 12.04 2.59 7.50 13878 50YR-24H 12.04 3.04 8.87 16414 100Y-241 12.04 3.38 9.95 18415 *** Basin Name: B845D 02YR-24H 12.04 1.98 3.37 10284 10YR-24H 12.04 3.53 6.14 18709 25YR-24H 12.04 4.26 7.50 22858 50YR-24H 12.04 5.00 8.87 27035 IOOY-24H 12.04 5.57 9.95 30330 *** Basin Name: BS4U 02YR-24H 12.07 4.19 3.69 23706 10YR-24H 12.07 7.20 6.50 41793 25YR-24H 12.07 8.63 7.88 50634 50YR-24H 12.07 10.06 9.26 59511 100Y -24H 12.07 11.18 10.35 66504 [21 Advauced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [lj 11.18 28.05 Copyright 1995, Streamline Technologies, Inc. IOYR-24H 15.68 9.28 -0.17 COUNTY ROAD 512 DRAINAGE SYSTEM 10.74 25.44 10.73 25YR-24H 14.85 MEAN ANNUAL FREQUENCY, 24-EOUR DURATION -0.17 23.00 10.98 24.06 Proposed Improvements 50YR-24H DATE:01/09/98 10.55 -6.63 23.92 ****xx**xx Link Maximum Comparisons 11.00 (Time units - hours) 12.88 10.22 -0.19 24.14 11.65 24.10 Sim Max Time Max Flow Max Delta Q Max Time Max US Stage Max Time Max DS Stage Name Flow ------------------------------------------------------------------------------------------------ (cfs) (cfs) U/S Stage (ft) D/S Stage (ft) *** Link Name: DNE-23 Group: BASE 11.98 IOYR-24H 21.96 53.76 02YR-24H 13.16 18.96 0.01 13.18 15.33 13.19 11.98 IOYR-24H 12.96 30.12 0.02 12.96 15.66 12.96 12.71 25YR-24H 12.94 35.46 0.02 12.94 15.78 12.94 13.12 50YR-24H 12.94 40.09 0.02 12.94 15.92 12.94 13.75 IOOY-24H 12.95 42.26 0.03 12.96 16.00 12.96 13.89 *** Link Name: DNSSSP Group: BASE 02YR-24H 16.06 5.06 -0.10 32.02 11.18 28.05 11.19 IOYR-24H 15.68 9.28 -0.17 26.15 10.74 25.44 10.73 25YR-24H 14.85 10.69 -0.17 23.00 10.98 24.06 10.59 50YR-24H 13.36 10.55 -6.63 23.92 11.40 24.21 11.00 100Y -24H 12.88 10.22 -0.19 24.14 11.65 24.10 11.26 *** Link Name: RCSSS Group: BASE 02YR-24H 17.11 33.55 7.14 28.05 11.18 24.00 11.17 IOYR-24H 19.81 56.19 -23.37 25.45 8.61 24.00 8.46 25YR-24H 24.09 64.47 -0.85 14.09 7.34 23.97 3.04 50YR-240 24.21 70.70 -20.20 24.21 10.17 24.00 10.08 100Y -24H 22.57 63.86 -6.15 24.10 11.24 24.00 11.17 *** Link Name: RPE -24 Group: BASE 02YR-249 13.19 18.96 0.10 13.19 11.98 24.00 11.17 IOYR-24H 12.96 30.12 0.12 12.96 12.71 12.96 11.57 25YR-24H 12.94 35.46 0.12 12.94 13.12 12.89 11.88 50YR-24H 12.94 40.09 -1.81 12.94 13.75 12.67 12.50 100Y -24H 12.96 42.26 1.75 12.96 13.89 12.43 12.50 *** Link Name: RPSSSI Group: BASE 02YR-24H 0.20 40.33 0.53 18.53 13.88 18.62 13.30 10YR-24H 21.52 52.64 0.53 21.69 16.07 21.96 14.33 25YR-24H 25.00 58.40 0.53 23.61 16.78 23.31 14.65 50YR-20 27.24 62.12 0.53 24.18 17.35 24.08 15.01 100Y -24H 30.26 61.97 0.53 22.67 17.55 22.66 15.69 *** Link Name: RPSSS2 Group: BASE 02YR-24H 18.62 35.06 3.34 18.62 13.30 18.29 11.98 IOYR-24H 21.96 53.76 3.34 21.96 14.33 20.98 12.44 25YR-24H 23.31 59.42 3.34 23.31 14.65 23.30 12.55 50YR-24H 24.08 65.42 3.34 24.08 15.01 23.93 12.65 100Y -24H 22.66 75.66 3.34 22.66 15.69 22.47 12.79 *** Link Name: RPSSS3 Group: BASE 12YR-24H 0.00 51.86 51.86 28.05 11.19 28.05 11.18 IOYR-24H 19.85 56.27 51.86 25.44 10.73 25.45 8.61 25YR-24H 24.06 64.47 51.86 24.08 10.59 24.09 7.34 50YR-241 16.65 59.25 51.86 24.21 11.00 24.21 10.17 Advanced Interconnected Channel R Pond Routing (ICPR Ver 2.10) [2) Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM MEAN ANNUAL FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 ********** Link Maximum Comparisons (Time units - hours) 28.52 1.78 0.00 28.60 16.84 18.20 16.39 Sim Max Time Max Flow Max Delta Q Max Time Max US Stage Max Time Max DS Stage Name ------------------------------------------------------------------------------------------------ Flow (cfs) 27.16 (cfs) U/S Stage (ft) D/S Stage (ft) IOOY-24H 15.44 57.47 18.14 51.86 24.10 11.26 24.10 11.24 *** Link Name: WRPSSSI Group: BASE 18.10 *** Link Name: DNS53P Group: 512-R/W 02YR-24H 0.00 0.00 0.00 18.53- 13.88 18.62 13.30 10YR-240 0.00 0.00 IOYR-249 0.00 21.69 16.07 21.96 14.33 25YR-24H 0.00 0.00 24.02 0.00 23.61 16.78 23.31 14.65 50YR-24H 24.18 3.37 6.10 0.00 24.18 17.35 24.08 15.01 100Y -24H 22.67 - 22.70 0.18 0.00 22.67 17.55 22.66 15.69 *** Link Name: WRPSSS2 Group: BASE 02YR-24H 0.00 02YR-24H 0.00 0.00 16.00 0.00 18.62 13.30 28.05 11.19 IOYR-24H 0.00 0.00 21.69 0.00 21.96 14.33 25.44 10.73 25YR-24H 0.00 0.00 16.78 0.00 23.31 14.65 24.06 10.59 50YR-24H 0.00 0.00 100Y -24H 0.00 24.08 15.01 24.21 11.00 100Y -24H 22.66 3.07 Name: RCBLSI 0.00 22.66 15.69 24.10 11.26 *** Link Name: WRPSSS3 Group: BASE -5.59 18.69 17.32 18.64 16.98 02YR-24H 28.05 16.36 -5.59 6.47 28.05 11.19 28.05 11.18 IOYR-24H 0.00 0.00 0.00 25.44 10.73 25.45 8.61 25YR-24H 0.00 0.00 0.00 24.08 10.59 24.09 7.34 50YR-24H 24.21 38.16 0.00 24.21 11.00 24.21 10.17 100Y -24H 24.10 78.04 0.03 24.10 11.26 24.10 11.24 *** Link Name: DNROSEP Group: 512-R/W 02YR-24H 28.52 1.78 0.00 28.60 16.84 18.20 16.39 IOYR-24H 27.50 3.88 -0.00 27.61 17.45 20.25 16.59 25YR-24H 27.41 5.22 0.00 27.16 17.74 23.21 17.16 50YR-24H 29.16 6.38 1.05 27.28 18.14 24.63 17.77 100Y -24H 33.34 7.56 0.98 27.46 18.46 23.55 18.10 *** Link Name: DNS53P Group: 512-R/W 02YR-24H 24.06 2.36 0.00 24.06 19.13 24.07 16.96 IOYR-249 24.06 3.81 0.00 24.06 20.06 24.07 17.16 25YR-24H 24.02 4.93 -0.09 24.02 20.36 23.59 17.54 SOYR-24H 24.04 6.10 -0.20 23.95 20.58 24.40 17.99 100Y -14H 23.81 6.98 0.18 23.80 20.73 23.58 18.39 *** Link Name: RCB1 Group: 512-R/W 02YR-24H 0.00 155.21 155.21 0.00 16.00 0.00 15.52 IOYR-24H 0.00 155.21 155.21 21.69 16.08 21.69 16.07 25YR-24H 0.00 155.21 155.21 23.61 16.79 23.61 16.78 50YR-24H 0.00 155.21 155.21 24.18 17.35 24.18 17.35 100Y -24H 0.00 155.21 155.21 22.68 17.55 22.67 17.55 *** Link Name: RCBLSI Group: 512-R/W 02YR-24H 18.74 9.03 -5.59 18.69 17.32 18.64 16.98 10YR-24H 20.15 16.12 -5.59 18.91 17.77 - 17.64 17.44 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [3) Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM MEAN ANNUAL FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 xxxzx*xxx* Link Maximum Comparisons xxxzxxxxxxxx*xxzx*zxxxxx*x*xz**xxxx***xxxxx*xxxxxzz*x**x*xxx (Time units - hours) Sim Max Time Name Flow 25YR-24H 20.37 50YR-24H 20.35 100Y -24H 20.59 *** Link Name: RCBLS2 02YR-24H 16.29 IOYR-24H 18.10 25YR-24H 16.50 50YR-24H 16.78 IOOY-24H 16.55 Max Flow Max Delta Q Max Time Max US Stage Max Time Max DS Stage (cfs) (cfs) U/S Stage (ft) D/S Stage (ft) *** Link Name: RCBLS3-4 02YR-24H 16.81 IOYR-24H 15.12 25YR-24H 16.77 50YR-24H 16.51 IOOY-248 16.50 *** Link Name: RCRPCSE 02YR-24H 18.20 10YR-24H 16.22 25YR-24H 16.66 50YR-24H 15.24 IOOY-24H 14.66 *** Link Name: RCSSSI 02YR-24H 0.00 1QYR-24H 0.00 25YR-24H 0.00 50YR-24H 0.00 100Y -24H 0.00 *** Link Name: RP -1 02YR-24H 24.07 10YR-20 24.07 25YR-24R 24.03 50YR-24R 24.05 IOOY-24H 23.83 *** Link Name: RPRIV 02YR-24R 18.44 10YR-24H 20.08 25YR-24H 20.28 50YR-24H 20.27 100Y -24H 20.46 19.25 -5.59 22.11 -5.59 24.17 -5.59 Group: 512-R/W 13.45 9.19 25.00 9.19 28.95 9.19 33.68 9.19 37.53 9.19 Group! 512-R/W 28.27 -2.24 41.24 -2.24 45.55 -2.24 51.36 -2.24 55.86 -2.24 Group: 512-R/W 3.33 -0.13 7.58 -0.13 16.76 8.13 19.15 8.65 20.02 8.82 Group: 512-R/W 290.43 290.43 290.43 290.43 290.43 290.43 290.43 290.43 290.43 290.43 Group: 512-R/W 2.36 0.03 3.81 2.62 4.93 2.61 6.10 -2.64 6.98 -2.65 Group: 512-R/W 9.03 -0.96 16.10 -1.25 19.23 1.15 22.12 -1.18 24.19 -1.21 *** Link Name: RPS4A Group: 512-R/W 19.74 17.92 16.50 17.59 20.69 18.06 15.68 17.71 21.26 18.18 15.24 17.78 18.64 16.98 15.89 15.49 17.64 17.44 21.55 16.13 16.50 17.59 23.55 16.80 15.68 17.71 24.14 17.36 15.24 17.78 22.64 17.56 15.89 15.49 0.00 15.00 21.55 16.13 21.69 16.07 23.55 16.80 23.61 16.78 24.14 17.36 24.18 17.35 22.64 17.56 22.67 17.55 18.20 16.39 0.00 16.00 20.25 16.59 21.07 16.31 23.21 17.16 23.19 17.15 24.63 17.77 24.62 17.76 23.55 18.10 23.54 18.10 0.00 15.00 18.53 13.88 21.69 16.07 21.69 16.07 23.61 16.78 23.61 16.78 24.18 17.35 24.18 17.35 22.67 17.55 22.67 17.55 24.07 16.96 12.09 16.47 24.07 17.16 11.68 16.47 23.59 17.54 23.19 17.15 24.40 17.99 24.62 17.76 23.58 18.39 23.54 . 18.10 18.66 17.41 18.69 17.32 19.64 18.06 18.91 17.77 20.07 18.33 19.74 17.92 20.48 18.61 20.69 18.06 20.83 18.83 21.26 18.18 Advanced Interconnected Channel 6 Pond Routing (ICPR Ver 2.10) [4) Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM MEAN ANNUAL FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 xxxxxxxxxx Link Maximum Comparisons*******xtxxttxxttxxxtttttttttxzxxtzxtxxxxxxxxxxxxtxxxzxzxxxt (Time units - hours) Sim Max Time Max Flow Max Delta Q Max Time Max US Stage Max Time Max DS Stage Name Flow (cfs) (cfs) U/S Stage (ft) D/S Stage I (ft) 02YR-24H 0.00 18.16 28.16 0.00 16.00 0.01 15.64 IOYR-24H 0.00 28.16 28.16 21.07 16.31 21.38 16.21 25YR-24H 0.00 28.16 28.16 23.19 17.15 23.42 16.96 SOYR-24H 0.00 28.16 28.16 24.62 17.76 24.44 17.55 IOOY-24H 0.00 28.16 28.16 23.54 18.10 23.21 17.82 *** Link Name: RPS4R 02YR-24H 0.01 10YR-24H 26.02 25YR-24H 32.70 50YR-24H 14.84 IOOY-24H 14.40 *** Link Name: RPS4C 02YR-24H 0.01 IOYR-241 0.01 25YR-24H 15.61 50YR-24H 14.67 IOOY-24H 14.18 *** Link Name: WRPRIV 02YR-24H 0.00 IOYR-24H 0.00 25YR-24H 0.00 SOYR-24H 0.00 IOOY-24H 0.00 *** Link Name: WRPS4 02YR-24H 0.00 IOYR-24H 0.00 25YR-24H 0.00 50YR-24H 0.00 IOOY-24H 0.00 *** Link Name: DF -1 02YR-24H 16.38 10YR-24H 20.26 25YR-24H 20.95 50YR-20 22.83 IOOY-24H 13.91 *** Link Name: DN839P 02YR-240 12.59 10YR-24H 12.42 25YR-24H 12.50 50YR-24H 12.58 100Y -24H 12.65 Group: 512-R/W 16.85 15.17 27.04 25.00 27.08 25.02 26.94 17.58 27.33 15.33 Group: 512-R/W 23.51 -58.19 23.51 -58.19 27.82 -58.19 29.30 -58.19 29.18 -58.19 Group: 512-R/W 0.01 15.64 0.00 15.39 21.38 16.21 21.54 16.14 23.42 16.96 23.52 16.87 24.44 17.55 24.33 17.45 23.21 17.82 22.98 17.68 0.01 15.41 0.00 16.00 21.54 16.14 21.69 16.08 23.51 16.87 23.61 16.79 24.33 17.45 24.18 17.35 22.98 17.68 22.68 17.55 0.00 0.00 18.66 17.41 18.69 17.32 0.00 0.00 19.64 18.06 18.91 17.77 0.00 0.00 20.07 18.33 19.74 17.92 0.00 0.00 20.48 18.61 20.69 18.06 0.00 0.00 20.83 18.83 21.26 18.18 Group: 512-R/W 0.00 0.00 0.00 16.00 0.00 16.00 0.00 0.00 21.07 16.31 21.69 16.08 0.00 0.00 23.19 17.15 23.61 16.79 0.00 0.00 24.62 17.76 24.18 17.35 0.00 0.00 23.54 18.10 22.68 17.55 Group: SYS -E 10.17 10.05 0.00 17.50 12.06 16.63 10.17 10.05 12.73 17.79 12.17 17.45 10.17 10.05 12.87 17.97 12.23 17.74 10.17 10.05 12.99 18.16 12.31 17.95 10.33 10.05 13.09 18.31 12.36 18.10 Group: SYS -E 1.97 0.03 12.59 16.58 12.64 15.44 4.91 0.03 12.43 16.86 12.44 16.32 5.35 -0.12 12.47 17.04 12.47 16.58 5.59 0.13 12.53 17.23 12.52 16.81 5.78 -0.13 12.57 17.39 12.55 16.96 'Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) (5] 18.31 16.91 Copyright 1995, Streamline Technologies, Inc. 16.19 8.08 0.00 16.29 COUNTY ROAD 512 DRAINAGE SYSTEM 16.44 18.55 25YR-24H 15.45 10.79 MEAN ANNUAL FREQUENCY, 24-HOUR DURATION 19.01 15.80 18.78 50YR-24H Proposed Improvements 13.49 DATE:01/09/98 15.58 19.21 15.68 *###kkkk*# Link Maximum CompaIisonS ***********k#kkkkk***kkkk**k*kkkk#kkkk#*k*#*#*####kk**##*#** 15.00 0.00 (Time units - hours) 19.32 15.59 19.14 *** Link Name: RPE12-15 Group: SYS -E Sim Max Time Max Flow Max Delta Q Max Time Max US Stage Max Time Max US Stage Name Flow ------------------------------------------------------------------------------------------------ (cfs) (cfs) U/S Stage (ft) D/S Stage (ft) *** Link Name: DNS47 Group: SYS -E 6.80 12.13 16.77 12.16 02YR-24H 0.00 0.00 0.00 25.75 19.97 16.51 18.36 IOYR-24H 0.00 0.00 0.00 25.75 20.41 16.21 18.91 25YR-24H 22.55 0.20 0.00 22.55 20.53 15.57 19.16 50YR-24H 16.05 0.45 0.00 16.05 20.55 15.49 19.39 IOOY-24H 14.21 0.81 0.00 14.21 20.57 15.40 19.52 *** Link Name: DNWIND2P Group: SYS -E 02YR-24H 14.35 1.81 0.00 14.37 20.87 15.26 18.91 IOYR-24H 12.95 7.01 0.01 12.96 21.44 14.92 19.54 25YR-24H 12.92 8.91 0.02 12.92 21.60 14.78 19.80 50YR-24H 12.90. - 10.63 0.01 1231 21.74 14.60 19.96 IOOY-24H 12.90 11.89 0.01 12.96 21.84 14.90 20.11 *** Link Name: RC45 Group: SYS -E 02YR-24H 16.49 3.20 0.00 16.53 18.31 16.91 18.02 IOYR-24H 16.19 8.08 0.00 16.29 18.80 16.44 18.55 25YR-24H 15.45 10.79 0.00 15.65 19.01 15.80 18.78 50YR-24H 15.33 13.49 0.00 15.58 19.21 15.68 19.01 IOOY-24H 15.24 15.00 0.00 15.51 19.32 15.59 19.14 *** Link Name: RC46 Group: SYS -E 02YR-24H 16.04 3.20 0.00 16.27 18.52 16.51 18.36 IOYR-24H 15.73 8.04 0.00 16.07 19.06 16.21 18.91 25YR-24H 15.06 10.96 0.00 15.45 19.29 15.57 19.16 SOYR-24H 14.30 13.77 0.00 15.36 19.50 15.49 19.39 IOOY-24H 13.69 14.33 0.01 15.34 19.62 15.40 19.52 *** Link Name: RC53 Group: SYS -E 02YR-249 16.95 3.23 -0.00 16.95 17.82 16.95 17.14 IOYR-249 16.48 8.16 0.00 16.48 18.20 16.48 17.52 25YR-24H 15.83 10.79 0.00 15.83 18.34 15.83 17.66 50YR-24H 15.71 13.58 0.00 15.71 18.47 15.71 17.79 IOOY-24H 15.62 15.12 0.01 15.62 18.54 23.54 18.10 *** Link Name: RCWD Group: SYS -E 02YR-24H 15.17 3.22 0.00 15.26 18.91 16.20 18.57 IOYR-24H 13.90 9.48 0.00 14.92 19.54 15.53 19.36 25YR-24H 13.58 11.83 0.00 14.78 19.80 14.97 19.63 50YR-24H 14.02 14.05 0.01 14.60 19.96 15.10 19.78 100Y -24H 13.72 16.21 0.01 14.90 20.11 15.19 19.97 *** Link Name: RPE12-15 Group: SYS -E 02YR-24H 12.03 27.41 5.70 12.06 15.96 12.09 15.72 10YR-24H 12.04 34.09 6.80 12.13 16.77 12.16 16.42 25YR-249 12.01 36.07 6.60 12.15 17.06 12.18 16.68 50YR-248 12.01 36.77 5.70 12.10 17.30 12.23 16.90 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [6) Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM MEAN ANNUAL FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 ********** Link Maximum Comparisons*f*******}********}*f******f*}}***}***f}}}**}**********}**** (Time units - hours) Sim Max Tine Max Flow Max Delta Q Max Time Max US Stage Max Time Max DS Stage Name Flow (cfs) (cfs) U/S Stage (ft) D/S Stage (ft) IOOY-24H 12.01 37.63 5.70 *** Link Name: RPE15-16 02YE-24H 12.03 10YR-24H 12.04 25YR-24H 12.02 50YR-24H 12.03 100Y -24H 12.03 Group: SYS -E 27.37 -10.05 34.00 -8.30 36.01 -5.61 36.77 -8.37 37.61 -8.83 *** Link Name: RPE16-17 Group: SYS -E 02YR-24H 12.03 36.48 -21.16 IOYR-24H 12.03 48.22 -21.16 25YR-24H 12.01 52.99 -21.16 50YR-249 12.00 55.85 -21.16 IOOY-24H 12.01 58.81 -21.16 *** Link Name: RPE17 02YR-24H 12.03 10YR-248 12.01 25YR-24H 12.01 50YR-24H 11.99 IOOY-24H 12.01 Group: SYS -E 35.74 -13.56 51.03 -13.56 56.68 -13.56 60.50 -13.56 63.37 -13.56 *** Link Name: RPE18-17 Group: SYS -E 02YR-24H 12.57 2.03 0.77 10YR-24H 12.42 4.93 -0.68 25YR-24H 12.49 5.37 0.74 50YR-24H 12.60 5.62 0.86 IOOY-249 12.66 5.81 0.82 *** Link Name: RPE2 02YR-24H 12.52 10YR-24H 12.48 25YR-24H 12.47 SOYR-249 12.56 100Y -24H 12.61 *** Link Name: RPE2-3 02YR-24H 11.77 10YR-24H 12.21 25YR-24H 12.11 50YR-24H 12.10 IOOY-24H 12.14 *** Link Name: RPE3-5 02YR-241 12.08 IOYR-24H 12.48 Group: SYS -E 2.10 -0.90 4.33 -0.55 5.38 0.80 5.90 -0.50 6.21 0.60 Group: SYS -E 9.52 -8.02 12.09 -6.69 13.93 -8.28 16.36 -6.27 17.91 -5.48 Group: SYS -E 15.24 -5.81 16.78 -5.99 12.12 17.48 12.14 17.06 12.09 15.72 12.18 15.50 12.16 16.42 12.24 16.07 12.18 16.68 12.25 16.28 12.23 16.90 12.25 16.49 12.14 17.06 12.25 16.62 12.18 15.50 12.99 15.36 12.24 16.07 12.51 15.76 12.25 16.28 12.44 15.92 12.25 16.49 12.43 16.09 12.25 16.62 12.43 16.20 12.99 15.36 13.18 15.33 12.51 15.76 12.96 15.66 12.44 15.92 12.94 15.78 12.43 16.09 12.94 15.92 12.43 16.20 12.96 16.00 12.64 15.44 12.99 15.36 12.44 16.32 12.51 15.76 12.47 16.58 12.44 15.92 12.52 16.81 12.43 16.09 12.55 16.96 12.43 16.20 12.20 16.90 12.06 16.65 12.20 17.53 12.18 17.51 12.25 17.83 12.23 17.82 12.32 18.04 12.31 18.03 12.37 18.20 12.36 18.19 12.06 16.65 12.06 16.63 12.18 17.51 12.17 17.45 12.23 17.82 12.23 17.74 12.31 18.03 12.31 17.95 12.36 18.19 12.36 18.10 12.06 16.63 12.06 16.35 12.17 17.45 12.14 17.28 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) (7) Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM MEAN ANNUAL FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 xx**xxxx** Link Maximum Comparisons (Time units - hours) Sim Max Tine Max Flow Max Delta Q Max Time Max US Stage Max Time Max DS Stage Name Flow (cfs) (cfs) U/S Stage (ft) D/S Stage (ft) ---------------- 25YR-24H 12.47 50YR-24H 12.56 IOOY-24H 12.61 *** Link Name: RPE5-8 02YR-24H 12.05 IOYR-24H 12.23 25YR-24H 12.36 50YR-24H 12.56 IOOY-24H 12.61 #** Link Name: RPEB-9 02YR-24H 12.06 IOYR-24H 12.32 25YR-24H 12.36 50YR-24H 12.46 1GOY-24H 12.50 *** Link Name: RPE9-12 02YR-24H 12.05 10YR-24H 12.12 25YR-24H 12.11 50YR-24H 12.33 IOOY-24H 12.39 *** Link Name: RPLAC 02YR-24H 15.42 IOYR-24H 14.11 25YR-24H 13.68 50YR-24H 14.38 IOOY-24H 13.83 *** Link Name: RPS45 02YR-24H 16.90 IOYR-24H 16.44 25YR-24H 15.80 50YR-24H 15.68 IOOY-24H 15.59 *** Link Name: RPS45 02YR-24H 16.41 IOYR-24H 16.09 25YR-24H 15.37 50YR-24H 15.22 IOOY-24H 15.13 17.56 -5.81 12.23 17.74 12.19 17.58 17.94 -5.99 12.31 17.95 12.28 17.80 18.26 -5.81 12.36 18.10 12.34 17.94 Group: SYS -E 0.06 14.50 20.00 14.60 19.62 -3.78 12.06 16.35 12.06 16.24 21.99 -3.01 12.14 17.28 12.14 17.14 22.50 -3.01 12.19 17.58 12.18 17.44 22.88 -3.01 12.28 17.80 12.26 17.66 23.14 -3.01 12.34 17.94 12.27 17.81 Group: SYS -E 13.59 0.00 15.68 19.01 15.68 19.61 4.39 12.06 16.24 12.06 16.10 22.05 -4.54 12.14 17.14 12.13 16.97 22.57 4.39 12.18 17.44 12.16 17.27 22.84 4.39 12.26 17.66 12.12 17.50 23.19 4.39 12.27 17.81 12.14 17.67 Group: SYS -E 13.52 0.00 15.49 19.39 15.58 22.56 -7.47 12.06 16.10 12.06 15.96 26.32 -8.64 12.13 16.97 12.13 16.77 26.94 -8.49 12.16 17.27 12.15 17.05 27.06 -7.47 12.22 17.50 12.10 17.30 27.33 -7.47 12.14 17.67 12.12 17.48 Group: SYS -E 1.50 0.00 15.30 18.93 15.26 18.91 3.26 -0.09 14.81 19.57 14.92 19.54 3.73 -0.05 14.84 19.82 14.78 19.80 4.77 0.06 14.50 20.00 14.60 19.96 5.37 0.07 14.82 20.14 14.90 20.11 Group: SYS -E 3.23 0.00 16.91 18.02 16.95 17.82 8.16 0.00 16.44 18.55 16.44 18.20 10.80 0.00 15.80 18.78 15.80 18.40 13.59 0.00 15.68 19.01 15.68 18.59 15.12 -0.01 15.59 19.14 15.59 18.70 Group: SYS -E 3.20 0.00 16.51 18.36 16.53 18.31 8.08 0.00 16.21 18.91 16.29 18.80 10.82 0.00 15.57 19.16 15.65 19.01 13.52 0.00 15.49 19.39 15.58 19.21 15.02 0.00 15.40 19.52 15.51 19.32 *** Link Name: RFS49 Group: SYS -E Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) 181 Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM MEAN ANNUAL FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 ********** Link Maximum Comparisons (Time units - hours) 02YR-24H 0.00 IOYR-24H 0.00 25YR-24H 0.00 Sim Max Time Max Flow Max Delta Q Max Time Max US Stage Max Time Max DS Stage Name ------------------------------------------------------------------------------------------------ Flow (cfs) (cfs) U/S Stage (ft) D/S Stage (ft) 02YR-24H 15.94 3.21 0.00 16.20 18.57 16.27 18.52 10YR-24H 15.36 8.05 -0.01 15.53 19.36 15.53 19.26 25YR-24H 14.97 11.03 0.02 14.97 19.63 13.98 19.44 50YR-24H 14.29 13.99 0.02 15.10 19.78 15.36 19.50 IOOY-24H 13.68 14.79 0.02 15.19 19.97 15.34 19.62 *** Link Name: WNE-2U Group: SYS -E 02YR-24H 0.00 0.00 0.00 12.20 16.90 12.06 16.65 10YR-24H 0.00 0.00 0.00 12.20 17.53 12.18 17.51 25YR-24H 0.00 0.00 0.00 12.25 17.83 12.23 17.82 50YR-24H 0.00 0.00 0.00 12.32 18.04 12.31 18.03 IOOY-24H 0.00 0.00 0.00 12.37 18.20 12.36 18.19 *** Link Name: WRPLAC Group: SYS -E 02YR-24H 0.00 0.00 0.00 15.30 18.93 15.26 18.91 IOYR-24H 0.00 0.00 0.00 14.81 19.57 14.92 19.54 25YR-24H 0.00 0.00 0.00 14.84 19.82 14.78 19.80 50YR-24H 0.00 0.00 0.00 14.50 20.00 14.60 19.96 IOOY-24H 0.00 0.00 0.00 14.82 20.14 14.90 20.11 *** Link Name: WRPS45 02YR-24H 0.00 IOYR-24H 0.00 25YR-24H 0.00 50YR-24H 0.00 IOOY-24H 0.00 *** Link Name: WRPS46 02YR-24H 0.00 IOYR-24H 0.00 25YR-24H 0.00 50YR-24H 0.00 100Y -24H 0.00 *** Link Name: WRPS49 02YR-24H 0.00 10YR-24H 0.00 25YR-24H 0.00 50YR-24H 0.00 100Y -24H 0.00 Group: SYS -E 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Group: SYS -E 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Group: SYS -E 16.91 18.02 16.95 17.82 16.44 18.55 16.48 18.20 15.80 18.78 15.83 18.34 15.68 19.01 15.71 18.47 15.59 19.14 15.62 18.54 16.51 18.36 16.53 18.31 16.21 18.91 16.29 18.80 15.57 19.16 15.65 19.01 15.49 19.39 15.58 19.21 15.40 19.52 15.51 19.32 0.00 0.00 16.20 18.57 16.27 18.52 0.00 0.00 15.53 19.36 16.07 19.06 0.00 0.00 14.97 19.63 15.45 19.29 0.00 0.00 15.10 19.78 15.36 19.50 0.00 0.00 15.19 19.97 15.34 19.62 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [1] Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM MEAN ANNUAL FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 xxxxxxxxxx Link Maximum Conditions - 02YR-24H xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx:xxxxxxxxxxxxxxxxxxxxxxxxxxx (Time units - hours) Link Group Max Time Max Flow Max Delta Q Max Time Max US Stage Max Time Max DS Stage Name - - - Name ------------------------------------------------------------------------------------------------- Flow (cfs) (cfs) U/S Stage (ft) D/S Stage (ft) DNE-23 BASE 13.18 18.96 0.01 13.18 15.33 13.19 11.98 DNSSSP BASE 16.06 5.06 -0.10 32.02 11.18 28.05 11.19 RCSSS BASE 17.11 33.55 7.14 28.05 11.18 24.00 11.17 RPE -24 BASE 13.19 18.96 0.10 13.19 11.98 24.00 11.17 RPSSSI BASE 0.20 40.33 0.53 18.53 13.88 18.62 13.30 RPSSS2 BASE 18.62 35.06 3.34 18.62 13.30 18.29 11.98 RPSS83 BASE 0.00 51.86 51.86 28.05 11.19 28.05 11.18 WRPSSSI BASE 0.00 0.00 0.00 18.53 13.88 18.62 13.30 WRPSSS2 BASE 0.00 0.00 0.00 18.62 13.30 28.05 11.19 WRPSSS3 BASE 28.05 16.36 6.47 28.05 11.19 28.05 11.18 DNROSEP 512-R/W 28.52 1.78 0.00 28.60 16.84 18.20 16.39 DNS53P 512-R/W 24.06 2.36 0.00 24.06 19.13 24.07 16.96 RCB1 512-R/W 0.00 155.21 155.21 0.00 16.00 0.00 15.52 RCBLSI 512-R/W 18.74 9.03 -5.59 18.69 17.32 18.64 _ 16.98 RCBLS2 512-R/W 16.29 13.45 9.19 18.64 16.98 15.89 15.49 RCBLS3-4 512-R/W 16.81 28.27 -2.24 15.89 15.49 0.00 15.00 RCRPCSE 512-R/W 18.20 3.33 -0.13 18.20 16.39 0.00 16.00 RCSSSI 512-R/W 0.00 290.43 290.43 0.00 15.00 18.53 13.88 RP -1 512-R/W 24.07 2.36 0.03 24.07 16.96 12.09 16.47 RPRIV 512-R/W 18.44 9.03 -0.96 18.66 17.41 18.69 17.32 RPS4A 512-R/W 0.00 28.16 28.16 0.00 16.00 0.01 15.64 RPS4B 512-R/W 0.01 16.85 15.17 0.01 15.64 0.00 15.39 RPS4C 512-R/W 0.01 23.51 -58.19 0.01 15.41 0.00 16.00 WRPRIV 512-R/W 0.00 0.00 0.00 18.66 17.41 18.69 17.32 WRPS4 512-R/W 0.00 0.00 0.00 0.00 16.00 0.00 16.00 DF -1 SYS -E 16.38 10.17 10.05 0.00 17.50 12.06 16.63 DNS39P SYS -E 12.59 1.97 0.03 12.59 16.58 12.64 15.44 DNS47 SYS -E 0.00 0.00 0.00 25.75 19.97 16.51 18.36 DNWINDRP SYS -F 14.35. 1.81 0.00 14.37 20.87 15.26 18.91 RC45 SYS -E 16.49 3.20 0.00 16.53 18.31 16.91 18.02 RC46 SYS -E 16.04 3.20 0.00 16.27 18.52 16.51 18.36 RC53 SYS -E 16.95 3.23 -0.00 16.95 17.82 16.95 17.14 RCWD SYS -E 15.17 3.22 0.00 15.26 18.91 16.20 18.57 RPE12-15 SYS -E 12.03 27.41 5.70 12.06 15.96 12.09 15.72 RPE15-16 SYS -E 12.03 27.37 -10.05 12.09 15.72 12.18 15.50 RPE16-17 SYS -E 12.03 36.48 -21.16 12.18 15.50 12.99 15.36 RPE17 SYS -E 12.03 35.74 -13.56 12.99 15.36 13.18 15.33 RPEIB-17 SYS -E 12.57 2.03 0.77 12.64 15.44 12.99 15.36 RPE2 SYS -E 12.52 2.10 -0.90 12.20 16.90 12.06 16.65 RPE2-3 SYS -E 11.77 9.52 -8.02 12.06 16.65 12.06 16.63 RPE3-5 SYS -E 11.08 15.24 -5.81 12.06 16.63 12.06 16.35 RP85-8 SYS -E 12.05 19.62 -3.78 12.06 16.35 12.06 16.24 RPE8-9 SYS -E 12.06 19.61 4.39 12.06 16.24 12.06 16.10 RPH9-12 SYS -E 12.05 22.56 -7.47 12.06 16.10 12.06 15.96 RPLAC SYS -E 15.42 1.50 0.00 15.30 18.93 15.26 18.91 RPS45 SYS -E 16.90 3.23 0.00 16.91 18.02 16.95 17.82 RPS46 SYS -E 16.41 3.20 0.00 16.51 18.36 16.53 18.31 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [2] Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM MEAN ANNUAL FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 ********** Link Maximum Conditions - 02YR-24E (Time units - hours) Link Group Max Time Max Flow Max Delta Q Max Time Max US Stage Max Time Max DS Stage Name ---------------------------------------------------------------------------------------------------------- Name Flow (cfs) (cfs) U/S Stage (ft) D/S Stage (ft) RPS49 SYS -E 15.94 3.21 0.00 16.20 18.57 16.27 18.52 WNE-2U SYS -E 0.00 0.00 0.00 12.20 16.90 12.06 16.65 WRPLAC SYS -E 0.00 0.00 0.00 15.30 18.93 15.26 18.91 WRPS45 SYS -E 0.00 0.00 0.00 16.91 18.02 16.95 17.82 WRPS46 SYS -E 0.00 0.00 0.00 16.51 18.36 16.53 18.31 WRPS49 SYS -E 0.00 0.00 0.00 16.20 18.57 16.27 18.52 aauancea interconnectea Channel h Pond Routing (LCPR Ver 2.10) [1] Xopyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 10 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 ##****##** Link Maximum Conditions - 10YR-24H*#*r***#*####***#*##**#**#*****#*#*##*####*#****#*##***#*#** (Time units - hours) Link Group Max Time Max Flow Max Delta Q Max Time Max US Stage Max Time Max DS Stage Name ---------------------------------------------------------------------------------------------------------- Name Flow (cfs) (cfs) U/S Stage (ft) D/S Stage (ft) DNE-23 BASE 12.96 30.12 0.02 12.96 15.66 12.96 12.71 DNSSSP BASE 15.68 9.28 -0.17 26.15 10.74 25.44 10.73 RCSSS BASE 19.81 56.19 -23.37 25.45 8.61 24.00 6.46 RPE -24 BASE 12.96 30.12 0.12 12.96 12.71 12.96 11.57 RPSSSI BASE 21.52 52.64 0.53 21.69 16.07 21.96 14.33 RPSSS2 BASE 21.96 53.76 3.34 21.96 14.33 20.98 12.44 RPSSS3 BASE 19.85 56.27 51.86 25.44 10.73 25.45 8.61 WRPSSSI BASE 0.00 0.00 0.00 21.69 16.07 21.96 14.33 WRPSSS2 BASE 0.00 0.00 0.00 11.96 14.33 25.44 10.73 WRPSSS3 BASE 0.00 0.00 0.00 25.44 10.73 25.45 8.61 DRROSEP 512-R/W 27.50 3.88 -0.00 27.61 17.45 20.25 16.59 DN853P 512-R/W 24.06 3.81 0.00 24.06 20.06 24.07 17.16 RCB1 512-R/W 0.00 155.21 155.21 21.69 16.08 21.69 16.07 RCBLSI 512-R/W 20.15 16.12 -5.59 18.91 17.77 17.64 17.44 RCBLS2 512-R/W 18.10 25.00 9.19 17.64 17.44 21.55 16.13 RCBLS3-4 512-R/W 15.12 41.24 -2.24 21.55 16.13 21.69 16.07 RCRPCSE 512-R/W 16.22 7.58 -0.13 20.25 16.59 21.07 16.31 RCSSSI 512-R/W 0.00 290.43 290.43 21.69 16.07 21.69 16.07 RP -1 512-R/W 24.07 3.81 2.62 24.07 17.16 11.68 16.47 RPRIV 512-R/W 20.08 16.10 -1.25 19.64 18.06 18.91 17.77 RPS4A 512-R/W 0.00 28.16 28.16 21.07 16.31 21.38 16.21 RPS4B 512-R/W 26.02 27.04 25.00 21.38 16.21 21.54 16.14 RPS4C 512-R/W 0.01 23.51 -58.19 21.54 16.14 21.69 16.08 WRPRIV 512-R/W 0.00 0.00 0.00 19.64 18.06 18.91 17.77 WRPS4 512-R/W 0.00 0.00 0.00 21.07 16.31 21.69 16.08 DF -1 SYS -E 20.26 10.17 10.05 12.73 17.79 12.17 17.45 DNS39P SYS -E 12.42 4.91 0.03 12.43 16.86 12.44 16.32 DNS47 SYS -E 0.00 0.00 0.00 25.75 20.41 16.21 18.91 DRWINDSP SYS -E 12.95 7.01 0.01 12.96 21.44 14.92 19.54 RC45 SYS -E 16.19 8.08 0.00 16.29 18.80 16.44 18.55 RC46 SYS -E 15.73 8.04 0.00 16.07 19.06 16.21 18.91 RC53 SYS -E 16.48 8.16 0.00 16.48 18.20 16.48 17.52 RCWD SYS -E 13.90 9.48 0.00 14.92 19.54 15.53 19.36 RPE12-15 SYS -E 12.04 34.09 6.80 12.13 16.77 12.16 16.42 RPE15-16 SYS -E 12.04 34.00 -8.30 12.16 16.42 12.24 16.07 RPE16-17 SYS -E 12.03 48.22 -21.16 12.24 16.07 12.51 15.76 RPE17 SYS -E 12.01 51.03 -13.56 12.51 15.76 12.96 15.66 RPE18-17 SYS -E 12.42 4.93 -0.68 12.44 16.32 12.51 15.76 RPE2 SYS -E 12.48 4.33 -0.55 12.20 17.53 12.18 17.51 RPE2-3 SYS -E 12.21 12.09 -6.69 12.18 17.51 12.17 17.45 RPE3-5 SYS -E 12.48 16.78 -5.99 12.17 17.45 12.14 17.28 RPE5-8 SYS -E 12.23 21.99 -3.01 12.14 17.28 12.14 17.14 RPE8-9 SYS -E 12.32 22.05 -4.54 12.14 17.14 12.13 16.97 RPE9-12 SYS -E 12.12 26.32 -8.64 12.13 16.97 12.13 16.77 RPLAC SYS -E 14.11 3.26 -0.09 14.81 19.57 14.92 19.54 RPS45 SYS -E 16.44 8.16 0.00 16.44 18.55 16.44 18.20 RPS16 SYS -E 16.09 8.08 0.00 16.21 18.91 16.29 18.80 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [2] Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 10 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 ##tttx*t## Link Maximum Conditions - IOYR-24H#**}####t###tt##t#t*tt***###tt*#####*tttt######tf###*tf####} (Time units - hours) Link Group Max Time Max Flow Max Delta Q Max Time Max US Stage Max Time Max DS Stage Name Name Flow ---------------------------------------------------------------------------------------------------------- (cfs) (cfs) U/S Stage (ft) D/S Stage (ft) RPS49 SYS -E 15.36 8.05 -0.01 15.53 19.36 15.53 19.26 WNE-2U SYS -E 0.00 0.00 0.00 12.20 17.53 12.18 17.51 WRPLAC SYS -E 0.00 0.00 0.00 14.81 19.57 14.92 19.54 WRPS45 SYS -E 0.00 0.00 0.00 16.44 18.55 16.48 18.20 WRPS46 SYS -E 0.00 0.00 0.00 16.21 18.91 16.29 18.80 WRPS49 SYS -E 0.00 0.00 0.00. 15.53 19.36 16.07 19.06 AUVUUL=u .ULc.6Vu4ecLeu sududei a fond sousing (iLrx ver i.iu) (1J Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 25-YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 x**###x*x* Link Maximum Conditions - 25YR-24H **x***#*#xk*k**xxxx*##x##**xk**}x**#*##**x*x**#}*x*k##xxx**# (Time units - hours) Link Group Max Time Max Flow Max Delta Q Max Time Max US Stage Max Time Max US Stage Name Name ------------------------------------------------------------------------------------------------- Flow (cfs) (cfs) U/S Stage (ft) D/S Stage (ft) DNE-23 BASE 12.94 35.46 0.02 12.94 15.78 12.94 13.12 DNSSSP BASE 14.85 10.69 -0.17 23.00 10.98 24.08 10.59 RCSSS BASE 24.09 64.47 -0.85 24.09 7.34 23.97 3.04 RPE-24 BASE 12.94 35.46 0.12 12.94 13.12 12.89 11.88 RPSSSI BASE 25.00 56.40 0.53 23.61 16.78 23.31 14.65 RPSSS2 BASE 23.31 59.42 3.34 23.31 14.65 23.30 12.55 RPSSS3 BASE 24.08 64.47 51.86 24.08 10.59 24.09 7.34 WRPSSSI BASE 0.00 0.00 0.00 23.61 16.78 23.31 14.65 WRPSSS2 BASE 0.00 0.00 0.00 23.31 14.65 24.08 10.59 WRPSSS3 BASE 0.00 0.00 0.00 24.08 10.59 24.09 7.34 DNROSEP 512-R/W 27.41 5.22 0.00 27.16 17.74 23.21 17.16 DUS53P 512-R/W 24.02 4.93 -0.09 24.02 20.36 23.59 17.54 RCB1 512-R/W 0.00 155.21 155.21 23.61 16.79 23.61 16.78 RCBLSI 512-R/W 20.37 19.25 -5.59 19.74 17.92 16.50 17.59 RCBLS2 512-R/W 16.50 28.95 9.19 16.50 17.59 23.55 16.80 RCBLS3-4 512-R/W 16.77 45.55 -2.24 23.55 16.80 23.61 16.78 RCRPCSE 512-R/W 16.66 16.76 8.13 23.21 17.16 23.19 17.15 RCSSSI 512-R/W 0.00 290.43 290.43 23.61 16.78 23.61 16.78 RP-1 512-R/W 24.03 4.93 2.61 23.59 17.54 23.19 17.15 RPRIV 512-R/W 20.28 19.23 1.15 20.07 18.33 19.74 17.92 RPS4A 512-R/W 0.00 28.16 28.16 23.19 17.15 23.42 16.96 RPS4B 512-R/W 32.70 27.08 25.02 23.42 16.96 23.52 16.87 RPSIC 512-R/W 15.61 27.82 -58.19 23.52 16.87 23.61 16.79 WRPRIV 512-R/W 0.00 0.00 0.00 20.07 18.33 19.74 17.92 WRPS4 512-R/W 0.00 0.00 0.00 23.19 17.15 23.61 16.79 DF-1 SYS-E 20.95 10.17 10.05 12.87 17.97 12.23 17.74 DNS39P SYS-E 12.50 5.35 -0.12 12.47 17.04 12.47 16:58 DRS47 SYS-E 22.55 0.20 0.00 22.55 20.53 15.57 19.16 DNWIND2P SYS-E 12.92 8.91 0.02 12.92 21.60 14.78 19.80 RC45 SYS-R 15.45 10.79 0.00 15.65 19.01 15.80 18.78 RC46 SYS-E 15.06 10.96 0.00 15.45 19.29 15.57 19.16 RC53 SYS-E 15.83 10.79 0.00 15.83 18.34 15.63 17.66 RCWD SYS-E 13.58 11.83 0.00 14.78 19.80 14.97 19.63 RPE12-15 SYS-E 12.01 36.07 6.60 12.15 17.06 12.18 16.68 RPEIS-16 SYS-E 12.02 36.01 -5.61 12.18 16.66 12.25 16.28 RPE16-17 SYS-E 12.01 52.99 -21.16 12.25 16.28 12.44 15.92 RPE17 SYS-E 12.01 56.68 -13.56 12.44 15.92 12.94 15.78 RPE18-17 SYS-E 12.49 5.37 0.74 12.47 16.58 12.44 15.92 RPE2 SYS-E 12.47 5.38 0.80 12.25 17.83 12.23 17.82 RPE2-3 SYS-E 12.11 13.93 -6.28 12.23 17.82 12.23 17.74 RPE3-5 SYS-E 12.47 17.56 -5.81 12.23 17.74 12.19 17.58 RP95-8 SYS-E 12.36 22.50 -3.01 12.19 17.58 12.18 17.44 RPE8-9 SYS-E 12.36 22.57 4.39 12.16 17.44 12.16 17.27 RPE9-12 SYS-E 12.21 26.94 -8.49 12.16 17.27 12.15 17.06 RPLAC SYS-E 13.68 3.73 -0.05 14.84 19.82 14.78 19.80 RPS45 SYS-E 15.80 10.80 0.00 15.80 18.78 15.80 18.40 RPS46 SYS-E 15.37 10.82 0.00 15.57 19.16 15.65 19.01 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [2] Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 25 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 tttxxtxxxx Link Maximum Conditions - 25YR-24H xxtxxtxxxxxxxxxxxxxxxxtxxxtxtx:txxxtxxxxxxxxxxxtxxxttxxxxxxt (Time units - hours) Link Group Max Time Max Flow Max Delta Q Max Time Max US Stage Max Time Max DS Stage Name ---------------------------------------------------------------------------------------------------------- Name Flow (cfs) (cfs) U/S Stage (ft) DIS Stage (ft) RPS49 SYS -E 14.97 11.03 0.02 14.97 19.63 13.98 19.44 WNE-2U SYS -E 0.00 0.00 0.00 12.25 17.83 12.23 17.82 WRPLAC SYS -E 0.00 0.00 0.00 14.84 19.82 14.78 19.80 WRPS45 SYS -E 0.00 0.00 0.00 15.80 18.78 15.83 18.34 WRPS46 SYS -E 0.00 0.00 0.00 15.57 19.16 15.65 19.01 WRPS49 SYS -E 0.00 0.00 0.00 14.97 19.63 15.45 19.29 naMaeceu reLeLCOLeeCLeU Cuannel a Pono muting i1CPN Ver Z.io) )1) CoPyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 50 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 ***#****** Link Maximum Conditions - 50YR-24R ******#**************#**########*###*##**##***#####*####### (Time units - hours) Link Group Max Time Max Flow Max Delta Q Max Time Max US Stage Max Time Max DS Stage Name ---------------------------------------------------------------------------------------------------------- Name Flow (cfs) (cfs) U/S Stage (ft) D/S Stage (ft) DNE-23 BASE 12.94 40.09 0.02 12.94 15.92 12.94 13.75 DNSSSP BASE 13.36 10.55 -6.63 23.92 11.40 24.21 11.00 RCSSS BASE 24.21 70.70 -20.20 24.21 10.17 24.00 10.08 RPE -24 BASE 12.94 40.09 -1.81 12.94 13.75 12.67 12.50 RPSSSI BASE 27.24 62.12 0.53 24.18 17.35 24.08 15.01 RPSSS2 BASE 24.08 65.42 3.34 24.08 15.01 23.93 12.65 RPSSS3 BASE 16.65 59.25 51.86 24.21 11.00 24.21 10.17 WRPSSSI BASE 24.18 3.37 0.00 24.18 17.35 24.08 15.01 WRPSSS2 BASE 0.00 0.00 0.00 24.08 15.01 24.21 11.00 WRPSSS3 BASE 24.21 38.16 0.00 24.21 11.00 24.21 10.17 DNROSEP 512-R/W 29.16 6.38 1.05 27.28 18.14 24.63 17.77 DNS53P 512-R/W 24.04 6.10 -0.20 23.95 20.58 24.40 17.99 RCB1 512-R/W 0.00 155.21 155.21 24.18 17.35 24.18 17.35 RCBLSI 512-R/W 20.35 22.11 -5.59 20.69. 18.06 15.68 17.71 RCBLS2 512-R/W 16.78 33.68 9.19 15.68 17.71 24.14 17.36 RCBLS3-4 512-R/W 16.51 51.36 -2.24 24.14 17.36 24.18 17.35 RCRPCSE 512-R/W 15.24 19.15 8.65 24.63 17.77 24.62 17.76 RCSSSI 512-R/W 0.00 290.43 290.43 24.18 17.35 24.18 17.35 RP -1 512-R/W 24.05 6.10 -2.64 24.40 17.99 24.62 17.76 RPRIV 512-R/W 20.27 22.12 -1.16 20.48 18.61 20.69 18.06 RP84A 512-R/W 0.00 28.16 28.16 24.62 17.76 24.44 17.55 RPS4B 512-R/W 14.84 26.94 17.58 24.44 17.55 24.33 17.45 RPS4C 512-R/W 14.67 29.30 -58.19 24.33 17.45 24.18 17.35 WRPRIV 512-R/W 0.00 0.00 0.00 20.48 18.61 20.69 18.06 WRPS4 512-R/W 0.00 0.00 0.00 24.62 17.76 24.18 17.35 DF -1 SYS -E 22.83 10.17 10.05 12.99 18.16 12.31 17.95 DNS39P SYS -E 12.58 5.59 0.13 12.53 17.23 12.52 16.81 DRS47 SYS -E 16.05 0.45 0.00 16.05 20.55 15.49 19.39 DNWIND%P SYS -E 12.90 10.63 0.01 12.91 21.74 14.60 19.96 RC45 SYS -E 15.33 13.49 0.00 15.58 19.21 15.68 19.01 RC46 SYS -E 14.30 13.77 0.00 15.36 19.50 15.49 19.39 RC53 SYS -E 15.71 13.58 0.00 15.71 16.47 15.71 17.79 RCWD SYS -E 14.02 14.05 0.01 14.60 19.96 15.10 19.78 RPE12-15 SYS -E 12.01 36.77 5.70 12.10 17.30 12.23 16.90 RPEIS-16 SYS -E 12.03 36.77 -8.37 12.23 16.90 12.25 16.49 RPE16-17 SYS -E 12.00 55.85 -21.16 12.25 16.49 12.43 16.09 RPE17 SYS -E 11.99 60.50 -13.56 12.43 16.09 12.94 15.92 RPE18-17 SYS -E 12.60 5.62 0.86 12.52 16.81 12.43 16.09 RPE2 SYS -E 12.56 5.90 -0.50 12.32 18.04 12.31 18.03 RPE2-3 SYS -E 12.10 16.36 -6.27 12.31 18.03 12.31 17.95 RPE3-5 SYS -E 12.56 17.94 -5.99 12.31 17.95 12.28 17.80 RPE5-8 SYS -E 12.56 22.88 -3.01 12.28 17.80 12.26 17.66 RPE8-9 SYS -E 12.46 22.84 4.39 12.26 17.66 12.22 17.50 RPE9-12 SYS -E 12.33 27.06 -7.47 12.22 17.50 12.10 17.30 RPLAC SYS -E 14.38 4.77 0.06 14.50 20.00 14.60 19.96 RPS45 SYS -E 15.68 13.59 0.00 15.68 19.01 15.68 18.59 RPS46 SYS -E 15.22 13.52 0.00 15.49 19.39 15.58 19.21 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [2] Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 50 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 zzzzzxzzzz Link Maximum Conditions - SOYR-24H zzzzxxxzzzzzxzzzxxxxxxxxzxzxxxxzxzxxxx:xxxxxxxzzzxzxxxxxxxzz (Time units - hours) Link Group Max Tile Max Flow Max Delta Q Max Tine Max US Stage Max Time Max DS Stage Name ---------------------------------------------------------------------------------------------------------- Name Flow (cfs) (cfs) U/S Stage (ft) D/S Stage (ft) RPS49 SYS -E 14.29 13.99 0.02 15.10 19.78 15.36 19.50 WEE -2U SYS -E 0.00 0.00 0.00 12.32 18.04 12.31 18.03 WRPLAC SYS -E 0.00 0.00 0.00 14.50 20.00 14.60 19.96 WRPS45 SYS -E 0.00 0.00 0.00 15.68 19.01 15.71 18.47 WRPS16 SYS -E 0.00 0.00 0.00 15.49 19.39 15.58 19.21 WRPS49 SYS -E 0.00 0.00 0.00 15.10 19.78 15.36 19.50 Advanced 'Copyright Interconnected Channel & Pond Routing (ICPR Ver 2.10) [1] 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 100 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 k kkk**k**! Link Maximum Conditions - IOOY-24H *****k****kk**k*kk*k*k**kkk*#kkkkk*kk*kkkkkk*kkk***k*k**k*kk (Time units - hours) Link Group Max Time Max Flow Max Delta Q Max Time Max US Stage Max Time Max DS Stage Name ---------------------------------------------------------------------------------------------------------- Name Flow (cfs) (cfs) U/S Stage (ft) D/S Stage (ft) DNB-23 BASE 12.96 42.26 0.03 12.96 16.00 12.96 13.89 DNSSSP BASE 12.88 10.22 -0.19 24.14 11.65 24.10 11.26 RCSSS BASE 22.57 83.86 -6.15 24.10 11.24 24.00 11.19 RPE -24 BASE 12.96 42.26 1.75 12.96 13.89 12.43 12.50 RPSSSI BASE 30.26 61.97 0.53 22.67 17.55 22.66 15.69 RPSSS2 BASE 22.66 75.66 3.34 22.66 15.69 22.47 12.79 RPSSS3 BASE 15.44 51.47 51.86 24.10 11.26 24.10 11.24 WRPSSSl BASE 22.67 22.70 0.00 22.67 17.55 22.66 15.69 WRPSSS2 BASE 22.66 3.07 0.00 22.66 15.69 24.10 11.26 WRPSSS3 BASE 24.10 78.04 0.03 24.10. 11.26 24.10 11.24 DNROSEP 512-R/W 33.34 7.56 0.98 27.46 18.46 23.55 18.10 DN853P 512-R/W 23.81 6.98 0.18 23.80 20.73 23.58 18.39 RCBI 512-R/W 0.00 155.21 155.21 22.68 17.55 22.67 17.55 RCBLSI 512-R/W 20.59 24.17 -5.59 21.26 18.18 15.24 17.78 RCBLS2 512-R/W 16.55 37.53 9.19 15.24 17.78 22.64 17.56 RCBL53-4 512-R/W 16.50 55.86 -2.24 22.64 17.56 22.67 17.55 RCRPCSE 512-R/W 14.66 20.02 8.82 23.55 18.10 23.54 18.10 RCSSSI 512-R/W 0.00 290.43 290.43 22.67 17.55 22.67 17.55 RP -1 512-R/W 23.83 6.98 -2.65 23.58 18.39 23.54 18.10 RPRIV 512-R/W 20.46 24.19 -1.21 20.83 18.83 21.26 18.18 RPS4A 512-R/W 0.00 18.16 28.16 23.54 18.10 23.21 17.82 RPS4B 512-R/W 14.40 27.33 15.33 23.21 17.82 22.98 17.68 RPS4C 512-R/W 14.18 29.18 -58.19 22.98 17.68 22.68 17.55 WRPRIV 512-R/W 0.00 0.00 0.00 20.83 18.83 21.26 18.18 WRPS4 512-R/W 0.00 0.00 0.00 23.54 18.10 22.68 17.55 DF -1 SYS -E 13.91 10.33 10.05 13.09 18.31 12.36 18.10 DNS39P SYS -E 12.65 5.78 -0.13 12.57 17.39 12.55 16.96 DRS47 SYS -E 14.21 0.81 0.00 14.21 20.57 15.40 19.52 DNWIND%P. SYS -E 11.90 11.89 0.01 12.90 21.84 14.90 20.11 RC45 SYS -E 15.24 15.00 0.00 15.51 19.32 15.59 19.14 RC46 SYS -E 13.69 14.33 0.01 15.34 19.62 15.40 19.52 RC53 SYS -E 15.62 15.12 0.01 15.62 18.54 23.54 18.10 RCWD SYS -E 13.72 16.21 0.01 14.90 20.11 15.19 19.97 RPE12-15 SYS -E 12.01 37.63 5.70 12.12 17.48 12.14 17.06 RPE15-16 SYS -E 12.03 37.61 -8.83 12.14 17.06 12.25 16.62 RPE16-17 SYS -R 12.01 58.81 -21.16 12.25 16.62 12.43 16.20 RPE17 SYS -E 12.01 63.37 -13.56 12.43 16.20 12.96 16.00 RPE18-17 SYS -E 12.66 5.81 0.82 12.55 16.96 12.43 16.20 RPE2 SYS -E 12.61 6.21 0.80 12.37 18.20 12.36 18.19 RPE2-3 SYS -E 12.14 17.91 -5.48 12.36 18.19 12.36 18.10 RPE3-5 SYS -E 12.61 18.26 -5.81 12.36 18.10 12.34 17.94 RPE5-6 SYS -E 12.61 23.14 -3.01 12.34 17.94 12.27 17.81 RPE8-9 SYS -E 12.50 23.19 4.39 12.27 17.81 12.14 17.67 RPE9-12 SYS -9 12.39 27.33 -7.47 12.14 17.67 12.12 17.48 RPLAC SYS -E 13.83 5.37 0.07 14.82 20.14 14.90 20.11 RPS45 SYS -E 15.59 15.12 -0.01 15.59 19.14 15.59 18.70 RPS46 SYS -E 15.13 15.02 0.00 15.40 19.52 15.51 19.32 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [2] Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 100 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 #*#****k*# Link Maximum Conditions - IOOY-24H#**tk*#k##****#**#*****##kk***########****####***##***t*k*## (Time units - hours) Link Group Max Time Max Flow Max Delta Q Max Time Max US Stage Max Time Max DS Stage Name ---------------------------------------------------------------------------------------------------------- Name Flow (cfs) (cfs) U/S Stage (ft) D/S Stage (ft) RPS49 SYS -E 13.68 14.79 0.02 15.19 19.97 15.34 19.62 WNE-2U SYS -E 0.00 0.00 0.00 12.37 18.20 12.36 18.19 WRPLAC SYS -E 0.00 0.00 0.00 14.82 20.14 14.90 20.11 WRPS45 SYS -E 0.00 0.00 0.00 15.59 19.14 15.62 18.54 WRPS46 SYS -E 0.00 0.00 0.00 15.40 19.52 15.51 19.32 WRPS49 SYS -E 0.00 0.00 0.00 15.19 19.97 15.34 19.62 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [1] Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 25 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 ********** LINK CONNECTIVITIY --- C:\ICPR2\PROJECTS\CR512\POST\SEBASTIA\SIM\25YR Index Link From To U/S D/S Number Name Node Node Link Type Geometry Geometry ------ -------- -------- ---------------------------- --------- --------- -------------------------------------------------------------------------------- 1 RP -1 NP -1 NS4U Pipe : Circ. : Circ. 2 RPE -24 NE -24 SPBNDRY Pipe : Circ. : Circ. 3 RPE12-15 HE -12 NE -15 Pipe : Circ. : Circ. 4 RPE15-16 NE -15 NE -16 Pipe : Circ. : Circ. 5 RPE16-17 NE -16 NE -17 Pipe : Circ. : Circ. 6 RPE17 NE -17 NSYSEP Pipe : Circ. : Circ. 7 RPEIB-17 NE -18 NE -17 Pipe : Circ. : Circ. 8 RPE2 NE -2U NE -2 Pipe : Circ. : Circ. 9 RPE2-3 NE -2 NE -3 Pipe : HEllip.: HEllip. 10 RPE3-5 NE -3 NE -5 Pipe : HEllip.: HEllip. 11 RPE5-8 NE -5 NE -8 Pipe : Circ. : Circ. 12 RPE8-9 NE -8 NE -9 Pipe : Circ. : Circ. 13 RPE9-12 NE -9 NE -12 Pipe : Circ. : Circ. 14 RPLAC NLACU NLACD Pipe : Circ. : Circ. 15 RPRIV HRIVU NRIVD Pipe : HEllip.: HEllip. 16 RPS45 NS45U NS45D Pipe : Circ. : Circ. 17 RPS46 NS46U NS46D Pipe : Circ. : Circ. 18 RPS49 NS49U NS49D Pipe : HEllip.: HEllip. 19 RPS4A NS4U NE -4 Pipe : HEllip.: HEllip. 20 RP84B NE -4 NP -2 Pipe : HEllip.: HEllip. 21 RPS4C NP -2 NS4D Pipe : HEllip.: HEllip. 22 RPSSSI NSSSIU NSSSID Pipe Circ. : Circ. 23 RPSS82 NSSSID NSSS Pipe Circ. : Circ. 24 RPSSS3 NSSS NSSS3D Pipe Circ. : Circ. 25 RC45 NS46D NS45U Channel : Trap. : Trap. 26 RC46 NS49D NS46U Channel : Trap. : Trap. 27 RC53 NS45D HS4U Channel : Trap. : Trap. 28 RCB1 HS4D NBLOSSD Channel : Trap. : Trap. 29 • RCBLSI NRIVD NBLOSSU Channel : Trap. : Trap. 30 RCBLS2 NBLOSSU M844D Channel : Irreg. : Irreg. 31 RCBL83-4 NS44D NBLOSSD Channel : Irreg. : Irreg. 32 RCRPCSE RROSED NS4U Channel : Irreg. : Irreg. 33 RCSSS NSSS3D SPBNDRY Channel : Trap. Trap. 34 RCSSSI NBLOSSD NSSSIU Channel : Irreg. : Irreg. 35 RCWD NLACD NS49U Channel : Trap. : Trap. 36 WNE-29 HE -2U NE -2 Vertical WGO -Paved : Sect. 37 WRPLAC REACH NLACD Vertical WGO -Paved : Rect. 38 WRPRIV HRIVU NRIVD Vertical WGO -Paved : Rect. 39 WRPS4 RS4U N84D Vertical WGO -Paved : Rect. 40 WRPS45 NS45U NS45D Vertical WGO -Paved : Rect. 41 WRPS46 NS46U NS46D Vertical WGO -Paved : Rect. 42 WRPS49 NS49U NS49D Vertical WGO -Paved : Rect. 43 WRPSSSI NSSSIU NSSSID Vertical WGO -Paved : Rect. 44 WRPSSS2 NSSSID MSSS Vertical WGO -Paved : Rect. 45 WRPSSS3 NSSS RSSS3D Vertical WGO -Paved : Rect. 46 DF -1 NSYSFP NE -3 Drop Structure : Circ. : Circ. 47 --> slot NSYSFP NE -3 Horizontal WGO : Rect. Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [1] Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 25 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 Rtk******* LINK COHNECTIVITIY --- C:\ICPR2\PROJECTS\CR512\POST\SEBASTIA\SIM\25YR Index Link From To U/S D/S Number Name Node Node Link Type Geometry Geometry 48 DRE -23 NSYSEP NE -24 Drop Structure : Circ. : Circ. 49 --> slot NSYSEP NE -24 Horizontal WGO : Rect. 50 --> slot NSYSEP NE -24 Vertical WGO -Mavis : Rect. 51 --> slot NSYSEP NE -24 Vertical WGO -Mavis : Circ. 52 DNROSEP NROSEP NROSED Drop Structure : Circ. : Circ. 53 --> slot NROSEP NROSED Vertical WGO -Mavis: Circ. 54 DYS39P NS39P NE -18 Drop Structure : Circ. : Circ. 55 --> slot NS39P NE -18 Horizontal WGO : Rect. 56 --> slot NS39P NE -18 Vertical WGO -Mavis : Rect. 57 --> slot NS39P NE -18 Vertical WGO -Mavis : Circ. 58 DKS47 NS47 NS46U Drop Structure : HEllip.: HEilip. 59 --> slot NS47 NS46U Horizontal WGO - : Rect. 60 DNS53P N853P NP -1 Drop Structure : Circ. : Circ. 61 --> slot NS53P NP -1 Vertical WGO -Mavis : Irreg. 62 --> slot NS53P NP -1 Vertical WGO -Mavis : Rect. 63 DNSSSP NSSSP MESS Drop Structure : Circ. : Circ. 64 -> slot NSSSP NESS Horizontal WGO : Rect. 65 --> slot NSSSP NESS Vertical WGO -Mavis : Rect. 66 --> slot NSSSP NSSS Vertical WGO -Mavis : Circ. 67 DMWINDKP NWINDKP NLACD Drop Structure : Circ. : Circ. 68. --> slot NWINDKP NLACD Horizontal WGO : Rect. 69 --> slot NWINDKP .NLACD Vertical WGO -Mavis : Rect. 70 --> slot NWINDKP NLACD Vertical WGO -Mavis : Circ. AUVdU ea iuLtLCuuuecLeu �nauuer n ronin nouung (1CPw Ver Z.10) .,Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM MEAN ANNUAL FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 *kkk***kkk Basin Results Comparisons *************kk**kk*****kkk# Simulation Name Time Max Flow Max Runoff Volume Runoff Volume (hrs) (cfs) (in) (cf) *** Basin Name: BSTRAIT 02YR-24H 12.53 5.33 3.77 64654 IOYR-24H 12.53 9.15 6.60 113051 25YR-24H 12.53 10.98 7.98 136666 50YR-24H 12.53 12.80 9.36 160363 100Y -24H 12.53 14.22 10.45 179022 *** Basin Name: BWINDX 02YE-24H 12.04 26.45 4.29 145685 IOYR-24H 12.04 43.08 7.17 243490 25YR-24H 12.04 51.05 8.56 290855 50YR-24H 12.04 59.00 9.96 338269 100Y -24H 12.04 65.23 11.05 375545 *** Basin Name: BS49U 02YR-24H 12.07 2.96 3.37 17017 IOYR-24H 12.07 5.28 6.14 30957 25YR-24H 12.07 6.39 7.50 37823 50YR-24H 12.07 7.50 8.87 44734 IOOY-24H 12.07 8.36 9.95 50187 *** Basin Name: BHIGHI 02YR-24H 16.00 11.05 2.67 504445 IOYR-24H 15.75 22.22 5.26 994668 25YR-24H 15.75 27.84 6.56 1241953 50YR-24H 15.75 33.53 7.89 1493073 100Y -24H 15.75 36.02 8.94 1692319 *** Basin Name: BCR505 02YR-24H 12.92 4.25 3.13 67742 IOYR-24H 12.74 7.95 5.84 126400 25YR-24H 12.74 9.75 7.19 155490 50YR-24H 12.74 11.55 8.54 184847 IOOY-24H 12.74 12.96 9.62 208046 *** Basin Name: BHIGH2 02YR-24H 12.16 4.43 3.63 33360 IOYR-24H 12.16 7.69 6.44 59133 25YR-24H 12.16 9.26 7.81 71746 50YR-24H 12.16 10.81 9.19 84416 100Y -24R 12.16 12.03 10.28 94399 *** Basin Name: BHIGH3 02YR-24H 14.75 4.16 2.66 145074 IOYR-24H 14.50 8.39 5.25 286059 25YR-24H 14.50 10.51 6.56 357176 50YR-24H 14.50 12.66 7.89 429396 IO0Y-24H 14.50 14.35 8.94 486698 (1) Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) (2] Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM MEAN ANNUAL FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 ********** Basin Results Comparisons ******zzzzzzxzzzzxzxzxzzxxzz Simulation Name Time Max Flow Max Runoff Volume Runoff Volume (hrs) (cfs) (in) (cf) *** Basin Name: BS47 02YR-24H 12.10 3.15 3.37 19464 IOYR-24H 12.10 5.62 6.14 35410 25YR-24H 12.10 6.81 7.50 43263 50YR-24H 12.10 7.99 8.87 51169 IOOY-24H 12.10 8.91 9.95 57406 *** Basin Name: BSYS-FP 02YR-24H 12.19 7.69 3.55 61496 IOYR-24H 12.19 13.50 6.35 109874 25YR-24H 12.19 16.28 7.72 133592 50YR-24H 12.19 19.05 9.09 157433 IOOY-24H 12.19 21.21 10.18 176224 *** Basin Name: BRIGH4 02YR-24H 15.75 11.88 2.85 538829 IGYR-24H 15.75 23.27 5.49 1038566 25YR-24H 15.75 28.94 6.82 1288820 SOYR-24H 15.75 34.65 8.16 1542269 1ODY-24H 15.75 39.16 9.22 1743011 *** Basin Name: BS46U 02YR-24H 12.04 0.80 3.37 4163 IOYR-24H 12.04 1.43 6.14 7573 25YR-24H 12.04 1.73 7.50 9252 50YR-24H 12.04 2.02 8.87 10943 100Y -24H 12.04 2.26 9.95 12277 *** Basin Name: BS45U 02YR-24H 12.04 1.20 3.37 6244 IOYR-24H 12.04 2.14 6.14 11359 25YR-24H 12.04 2.59 7.50 13878 50YR-24H 12.04 3.04 8.87 16414 IOOY-24H 12.04 3.38 9.95 18415 *** Basin Name: BS45D 02YR-24H 12.04 1.98 3.37 10284 IOYR-24H 12.04 3.53 6.14 18709 25YR-24H 12.04 4.26 7.50 22858 50YR-24H 12.04 5.00 8.87 27035 IOOY-24H 12.04 5.57 9.95 30330 *** Basin Name: BS4U 02YR-24H 12.07 4.19 3.69 23706 IOYR-24H 12.07 7.20 6.50 41793 25YR-24H 12.07 8.63 7.88 50634 50YR-24H 12.07 10.06 9.26 59511 IOOY-24H 12.07 11.18 10.35 66504 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) Copyright 1995, Streamline Technologies, Inc. 567159 COUNTY ROAD 512 DRAINAGE SYSTEM 14.00 32.53 MEAN ANNUAL FREQUENCY, 24-HOUR DURATION 988721 Proposed Improvements DATE:01/09/98 39.16 ********** Basin Results Comparisons ***************************t 50YR-24H Simulation Name Time Max Flow Max Runoff Volume Runoff Volume (hrs) (cfs) ----------------------------------------------------------------- (in) (cf) *** Basin Name: BUNITI3 10.49 1562919 02YR-24H 14.50 3.74 2.65 125097 IOYR-24H 14.50 7.54 5.23 247253 25YR-24H 14.50 9.45 6.54 308920 SOYR-24H 14.50 11.37 7.86 371553 100Y -24H 14.25 12.90 8.91 421275 *** Basin Name: EROSE 02YR-24H 14.00 18.75 3.81 567159 IOYR-24H 14.00 32.53 6.64 988721 25YR-24H 14.00 39.16 8.02 1194294 50YR-24H 14.00 45.79 9.40 1400542 100Y -24H 14.00 50.98 10.49 1562919 *** Basin Name: BS4D 02YR-24H 12.36 2.33 3.51 22782 10YR-24R 12.36 4.11 6.29 40888 25YR-24H 12.36 4.95 7.66 49774 50YR-24R 12.36 5.81 9.04 58710 IOOY-24H 12.36 6.47 10.12 65754 *** Basin Name: BS53 02YR-24H 12.06 122.12 3.26 645997 IOYR-24H 12.04 220.17 6.00 1189119 25YR-24R 12.04 267.38 7.35 1457444 50YR-24H 12.04 314.35 8.72 1727867 IOOY-24R 12.04 351.11 9.80 1941374 *** Basin Name: BHIGH5 02YR-24H 14.25 3.08 2.85 94199 10YR-24H 14.25 6.01 5.49 181565 25YR-241 14.00 7.47 6.81 225315 50YR-24H 14.00 8.95 8.15 269623 IOOY-24H 14.00 10.11 9.21 304717 *** Basin Name: BBLOSSD 02YR-24H 13.09 0.42 3.73 8128 10YR-24H 13.09 0.73 6.55 14268 25YR-24H 13.09 0.88 7.93 17267 50YR-24H 13.09 1.03 9.31 20276 100Y -24H 13.09 1.14 10.40 22646 *** Basin Name: BSBNDRYN 02YR-241 12.04 7.04 3.89 37462 IOYR-24H 12.04 11.83 6.74 64603 25YR-24H 12.04 14.12 8.12 78116 50YR-24H 12.04 16.40 9.51 91465 100Y-20 12.04 18.19 10.60 101972 (3) Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM MEAN ANNUAL FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 ********** Basin Results Comparisons *****x**x*******xxx********* Simulation Name Time Max Flow Max Runoff Volume Runoff Volume (hrs) (cfs) (in) (cf) *** Basin Name: BSSS1 02YR-240 12.13 17.05 2.97 119346 IOYR-24H 12.13 32.25 5.64 226825 25YR-24H 12.13 39.64 6.98 280415 50YR-24H 12.13 47.01 8.33 334603 100Y -24H 12.13 52.79 9.39 377479 *** Basin Name: BSSS 02YR-24H 12.31 45.62 2.94 431802 IOYR-24H 12.31 86.96 5.60 823587 25YR-24I 12.31 107.12 6.93 1019146 50YR-24H 12.31 127.26 8.28 1216969 IOOY-24H 12.31 143.05 9.34 1373529 *** Basin Name: BS39 02YR-24H 12.04 4.96 3.13 25656 10YR-24H 12.04 9.13 5.84 47906 25YR-24H 12.04 11.13 7.18 58943 50YE-248 12.04 13.12 8.54 70082 100Y-249 12.04 14.68 9.62 78884 *** Basin Name: BPOND-E 02YR-24H 12.04 28.17 4.30 161443 IOYR-24H 12.04 46.50 7.14 268256 25YR-24H 12.04 55.34 6.52 320225 50YR-24H 12.04 64.17 9.91 372336 IOOY-249 12.04 71.10 11.00 413349 *** Basin Name: BE -16 02YR-24H 12.04 8.62 4.18 48603 IOYR-24H 12.04 14.32 7.02 81598 25YR-24H 12.04 17.07 8.41 97660 50YR-24H 12.04 19.81 9.79 113769 IOOY-24H 12.04 21.95 10.89 126448 *** Basin Name: BE -12 02YR-24H 12.04 5.20 4.16 29314 10YR-24H 12.04 8.64 7.02 49214 25YR-24H 12.04 10.29 8.41 58901 SOYR-24H 12.04 11.95 9.79 68617 100Y-241 12.04 13.24 10.89 76264 *** Basin Name: BE -9 02YR-24H 12.04 3.21 4.18 18074 10YR-24H 12.04 5.33 7.02 30344 25YR-24H 12.04 6.35 8.41 36317 50YR-24H 12.04 7.37 9.79 42308 100Y -24H 12.04 8.16 10.89 47023 [4) Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM MEAN ANNUAL FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 az******** Basin Results Comparisons ***************z************ Simulation Name Time Max Flow Max Runoff Volume Runoff Volume (hrs) (cfs) (in) (cf) *** Basin Name: BE -5 02YR-24H 12.04 4.79 4.18 27036 10YR-24H 12.04 7.97 7.02 45389 25YR-24H 12.04 9.49 6.41 54324 50YR-24H 12.04 11.02 9.79 63284 IOOY-24H 12.04 12.21 10.89 70337 *** Basin Name: BE -2 02YR-248 12.04 7.11 4.18 40098 IOYR-24H 12.04 11.82 7.02 67318 25YR-24H 12.04 14.08 8.41 80570 50YR-24H 12.04 16.34 9.79 93859 100Y -24H 12.04 18.11 10.89 104320 (5) Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [1] Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM MEAN ANNUAL FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 ********** Basin Summary - 02YR-24H****xxxxxxxxxxxxxxxxxxxxxxxx#xx#xxxxxxxxxxxx ---------------------------------------------------------------------------- ### Basin Name: BSTRAIT BWINDE BS49U BHIGHI BCR505 Group Name: SYS -E SYS -E SYS -E 512-R/W 512-R/W Node Name: NLACU NWINDEP NS49U NRIVU NBLOSSU Hydrograph Type: UH UB UB UH On Unit Hydrograph: UH256 UR256 UH256 UH256 UH256 Peaking Factor: 256.00 256.00 256.00 256.00 256.00 Spec Time Inc (min): 6.96 1.33 1.71 40.79 10.47 Comp Time Inc (min): 6.96 1.33 1.71 15.00 10.47 Rainfall File: FLMOD FLMOD FLMOD FLMOD FLMOD Rainfall Amount (in): 4.90 4.90 4.90 4.90 4.90 Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00 Status: ONSITE ONSITE ONSITE OFFSITE OFFSITE Time of Conc. (min): 52.19 10.00 12.84 305.99 78.55 Lag Time (hr): 0.00 0.00 0.00 0.00 0.00 Area (acres): 4.72 9.36 1.39 52.13 5.96 Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 90.00 94.72 86.00 78.45 83.55 DCIA (%): 0.00 0.00 0.00 0.00 0.00 Time Max (hrs): 12.53 12.04 12.07 16.00 12.92 Flow Max (cfs): 5.33 26.45 2.96 11.05 4.25 Runoff Volume (in): 3.77 4.29 3.37 2.67 3.13 Runoff Volume (cf): 64654 145685 17017 504445 67742 Basin Name: BBIGH2 BHIGH3 BS47 BSYS-FP BHIGH4 Group Name: 512-R/W 512-R/W SYS -E SYS -E 512-R/W Node Name: NBLOSSU NBLOSSU NS47 NSYSFP NS44D Hydrograph Type: UH UH UH UB UB Unit Hydrograph: UH256 UB256 UH256 UH256 UH256 Peaking Factor: 256.00 256.00 256.00 256.00 256.00 Spec Time Inc (min): 3.01 28.84 2.03 3.38 40.79 Comp Time Inc (min): 3.01 15.00 2.03 3.39 15.00 Rainfall File: FLMOD FLMOD FLMOD FLMOD FLMOD Rainfall Amount (in): 4.90 4.90 4.90 4.90 4.90 Storm Duration (hr): 24.00' 24.00 24.00 24.00 24.00 Status: OFFSITE OFFSITE ONSITE ONSITE OFFSITE Time of Conc. (min): 22.61 216.39 15.25 25.39 305.99 Lag Time (hr): 0.00 0.00 0.00 0.00 0.00 Area (acres): 2.53 15.00 1.59 4.77 52.08 Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 88.60 78.45 86.00 87.80 80.50 DCIA (%): 0.00 0.00 0.00 0.00 0.00 Time Max (hrs): 12.16 14.75 12.10 12.19 15.75 Flow Max (cfs): 4.43 4.16 3.15 7.69 11.88 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [2) Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM MEAN ANNUAL FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 ********** Basin Summary - 02YR-248******************xkxxkxkxkkkkxkkkkxxkkkxkkx Runoff Volume (in): 3.63 2.66 3.37 3.55 2.85 Runoff Volume (cf): 33360 145074 19464 61496 538829 kxx Basin Name: BS46U BS45U B845D BS4U BUNITI3 Group Name: SYS -E SYS -E SYS -E 512-R/W 512-R/W Node Name: NS46D N945U NE -2U NS4U REUSED Hydrograph Type: UB UH UH UH UH Unit Hydrograph: UH256 UH256 UH256 UH256 UH256 Peaking Factor: 256.00 256.00 256.00 256.00 256.00 Spec Time Inc (min): 1.33 1.33 1.33 1.60 27.43 Comp Time Inc (min): 1.33 1.33 1.33 1.60 15.00 Rainfall File: FLMOD_ FLMOD FLMOD FLMOD FLMOD Rainfall Amount (in): 4.90 4.90 4.90 4.90 4.90 Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00 Status: ONSITE ONSITE ONSITE OFFSITE OFFSITE Time of Conc. (min): 10.00 10.00 10.00 11.99 205.79 Lag Time (hr): 0.00 0.00 0.00 0.00 0.00 Area (acres): 0.34 0.51 0.84 1.77 13.02 Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 86.00 86.00 86.00 89.15 78.24 DCIA (%): 0.00 0.00 0.00 0.00 0.00 Time Max (hrs): 12.04 12.04 12.04 12.07 14.50 Flow Max (cfs): 0.80 1.20 1.98 4.19 3.74 Runoff Volume (in): 3.37 3.37 3.37 3.69 2.65 Runoff Volume (cf): 4163 6244 10284 23706 125097 xxx Basin Name: BROSE BS0 BS53 BHIGH5 BBLOSSD Group Name: 512-R/W 512-R/W 512-R/W 512-R/W 512-R/W Node Name: NROSEP NS4D NS53P NBLOSSD NBLOSSD Hydrograph Type: UH UH UB UH UH Unit Hydrograph: UH256 UH256 UH256 UH256 UH256 Peaking Factor: 256.00 255.00 256.00 256.00 256.00 Spec Time Inc (min): 24.85 4.91 1.40 24.73 13.78 Comp Time Inc (min): 15.00 4.91 1.41 15.00 13.78 Rainfall File: FLNOD FLMOD FLMOD FLMOD FLMOD Rainfall Amount (in): 4.90 4.90 4.90 4.90 4.90 Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00 Status: OFFSITE OFFSITE OFFSITE OFFSITE OFFSITE Time of Conc. (min): 186.39 36.83 10.54 185.51 103.38 Lag Time (hr): 0.00 0.00 0.00 0.00 0.00 Area (acres): 41.03 1.79 54.60 9.11 0.60 Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 90.30 87.35 84.85 80.50 89.60 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [3] Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM MEAN ANNUAL FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 ********** Basin Summary - 02YR-248***********kk***k******kk*kk****k*kkkkkkkkkk ---------------------------------------------------------------------------- DCIA (%): 0.00 0.00 0.00 0.00 0.00 Time Max (hrs): 14.00 12.36 12.06 14.25 13.09 Flow Max (cfs): 18.75 2.33 122.12 3.08 0.42 Runoff Volume (in): 3.81 3.51 3.26 2.85 3.73 Runoff Volume (cf): 567159 22782 645997 94199 8128 *** Basin Name: BSBNDRYR BSSS1 BSSS BS39 BPOND-E Group Name: BASE BASE BASE SYS -E SYS -E Node Name: SPBNDRY NSSSID NSSSP NS39P NSYSEP Hydrograph Type: UH UH UH UH OR Unit Hydrograpb: UH256 UH256 UH256 U0256 UH256 Peaking Factor: 256.00 256.00 256.00 256.00 256.00 Spec Time Inc (min): 1.33 2.65 4.64 1.33 1.33 Comp Time Inc (min): 1.33 2.65 4.65 1.33 1.33 Rainfall File: FLMOD FLMOD FLMOD FLMOD FLMOD Rainfall Amount (in): 4.90 4.90 4.90 4.90 4.90 Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00 Status: ONSITE OFFSITE ONSITE ONSITE ONSITE Time of Conc. (min): 10.00 19.85 34.84 10.00 10.00 Lag Time (hr): 0.00 0.00 0.00 0.00 0.00 Area (acres): 2.65 11.07 40.50 2.26 10.35 Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 91.10 81.80 81.48 83.47 83.47 DCIA (%): 0.00 0.00 0.00 0.00 70.00 Time Max (hrs): 12.04 12.13 12.31 12.04 12.04 Flow Max (cfs): 7.04 17.05 45.62 4.98 28.17 Runoff Volume (in): 3.89 2.97 2.94 3.13 4.30 Runoff Volume (cf): 37462 119346 431802 25656 161443 **k Basin Name: BE -16 BE -12 BE -9 BE -5 BE -2 Group Name: SYS -E SYS -E SYS -E SYS -E SYS -E Node Name: NE -16 NE -12 NE -9 NE -5 NE -2 Hydrograph Type: UH UH UH On UH Unit Hydrograph: UH256 UH256 UH256 U1256 U0256 Peaking Factor: 256.00 256.00 256.00 256.00 256.00 Spec Time Inc (min): 1.33 1.33 1.33 1.33 1.33 Comp Time Inc (min): 1.33 1.33 1.33 1.33 1.33 Rainfall File: FLMOD FLMOD FLMOD FLMOD FLMOD Rainfall Amount (in): 4.90 4.90 4.90 4.90 4.90 Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00 Status: ONSITE ONSITE ONSITE ONSITE ONSITE Time of Conc. (min): 10.00 10.00 10.00 10.00 10.00 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [4] Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM MEAN ANNUAL FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09J98 xxxzzxxxxx Basin Summary - 02YR-249 xxxxxxxxxxxxxxxxxxxxzzxxzxxxzxxzzxxxxxxxxxxx Lag Time (hr): 0.00 0.00 -------------------------------- 0.00 0.00 0.00 Area (acres): 3.20 1.93 1.19 1.78 2.64 Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 86.00 86.00 86.00 86.00 86.00 DCIA (%): 56.92 56.92 56.92 56.92 56.92 Time Max (hrs): 12.04 12.04 12.04 12.04 12.04 Flow Max (cfs): 8.62 5.20 3.21 4.79 7.11 Runoff Volume (in): 4.18 4.18 4.18 4.18 4.18 Runoff Volume (cf): 48603 29314 18074 27036 40098 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [1] Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 10 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 ********** Basin Summary - IOYR-248******kk#kkkkk#k#k##kkkk#kk##t#kkk##kk#k###k kkk Basin Name: BSTRAIT BWINDX B849U BHIGHI BCR505 Group Name: SYS -E SYS -E SYS -E 512-R/W 512-R/W Node Name: NLACU NWINDXP NS49U NRIVU NBLOSSU Hydrograph Type: UH UB UH UH UH Unit Hydrograph: UH256 UH256 U9256 UH256 UH256 Peaking Factor: 256.00 256.00 256.00 256.00 256.00 Spec Time Inc (min): 6.96 1.33 1.71 40.79 10.47 Comp Time Inc (min): 6.96 1.33 1.71 15.00 10.47 Rainfall File: FLNOD FLMOD FLNOD FLNOD FLMOD Rainfall Amount (in): 7.80 7.80 7.80 7.80 7.80 Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00 Status: ONSITE ONSITE ONSITE OFFSITE OFFSITE Time of Cone. (min): 52.19 10.00 12.84 305.99 78.55 Lag Time (hr): 0.00 0.00 0.00 0.00 0.00 Area (acres): 4.72 9.36 1.39 52.13 5.96 Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 90.00 94.72 86.00 78.45 83.55 DCIA (%): 0.00 0.00 0.00 0.00 0.00 Time Mar (hrs): 12.53 12.04 12.07 15.75 12.74 Flow Max (cfs): 9.15 43.08 5.28 22.22 7.95 Runoff Volume (in): 6.60 7.17 6.14 5.26 5.84 Runoff Volume (cf): 113051 243490 30957 994668 126400 k#k Basin Name: BHIGH2 BHIGH3 BS47 BSYS-FP BHIGH4 Group Name: 512-R/W 512-R/W SYS -E SYS -E 512-R/W Node Name: NBLOSSU NBLOSSU NS47 NSYSFP NS44D Hydrograph Type: UH UH UH UH ON Unit Hydrograph: UH256 UH256 U0256 UH256 UH256 Peaking Factor: 256.00 256.00 256.00 256.00 256.00 Spec Time Inc (min): 3.01 28.84 2.03 3.38 40.79 Comp Time Inc (min): 3.01 15.00 2.03 3.39 15.00 Rainfall File: FLMOD FLMOD FLMOD FLMOD FLMOD Rainfall Amount (in): 7.80 7.80 7.80 7.80 7.80 Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00 Status: OFFSITE OFFSITE ONSITE ONSITE OFFSITE Time of Cone. (min): 22.61 216.39 15.25 25.39 305.99 Lag Time (hr): 0.00 0.00 0.00 0.00 0.00 Area (acres): 2.53 15.00 1.59 4.77 52.08 Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 88.60 78.45 86.00 87.80 80.50 DCIA (%): 0.00 0.00 0.00 0.00 0.00 Time Max (hrs): 12.16 14.50 12.10 12.19 15.75 Flow Max (cfs): 7.69 8.39 5.62 13.50 23.27 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [2) Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 10 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 ********** Basin Summary - IOYR-24H********kkk**k*kkk*k*k*k*k***kkkk****k**k**k ----------------------------------------------------------------------------- Runoff Volume (in): 6.44 5.25 6.14 6.35 5.49 Runoff Volume (cf): 59133 286059 35410 109874 1038566 Basin Name: BS46U BS45U BS45D BS4U BUNITI3 Group Name: SYS -E SYS -E SYS -E 512-R/W 512-R/W Node Name: NS46U NS45U NE -2U NS4U HOSED Hydrograph Type: UB UH UH UH UB Unit Hydrograph: UR256 UH256 UH256 UH256 UH256 Peaking Factor: 256.00 256.00 256.00 256.00 256.00 Spec Time Inc (min): 1.33 1.33 1.33 1.60 27.43 Comp Time Inc (min): 1.33 1.33 1.33 1.60 15.00 Rainfall File: FLMOD FLMOD FLMOD FLMOD FLMOD_. Rainfall Amount (in): 7.80 7.80 7.80 7.80 7.80 Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00 Status: ONSITE ONSITE ONSITE OFFSITE OFFSITE Time of Cone. (min): 10.00 10.00 10.00 11.99 205.79 Lag Time (hr): 0.00 0.00 0.00 0.00 0.00 Area (acres): 0.34 0.51 0.84 1.77 13.02 Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 86.00 86.00 86.00 89.15 78.24 DCIA (%): 0.00 0.00 0.00 0.00 0.00 Time Max (hrs): 12.04 12.04 12.04 12.07 14.50 Flow Max (cfs): 1.43 2.14 3.53 7.20 7.54 Runoff Volume (in): 6.14 6.14 6.14 6.50 5.23 Runoff Volume (cf): 7573 11359 18709 41793 247253 *** Basin Name: EROSE BS4D BS53 BHIGHS BBLOSSD Group Name: 512-P,/W 512-R/W 512-R/W 512-R/W 512-R/W Node Name: NROSEP NS4D NS53P NBLOSSD NBLOSSD Hydrograph Type: UH UH UH UH UH Unit Hydrograph: UH256 UH256 UH256 UH256 UH256 Peaking Factor: 256.00 256.00 256.00 256.00 256.00 Spec Time Inc (min): 24.85 4.91 1.40 24.73 13.78 Comp Time Inc (min): 15.00 4.91 1.41 15.00 13.78 Rainfall File: FLMOD FLMOD FLNOD FLMOD FLMOD Rainfall Amount (in): 7.80 7.80 7.80 7.80 7.80 Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00 Status: OFFSITE OFFSITE OFFSITE OFFSITE OFFSITE Time of Cone. (min): 186.39 36.83 10.54 185.51 103.38 Lag Time (hr): 0.00 0.00 0.00 0.00 0.00 Area (acres): 41.03 1.79 54.60 9.11 0.60 Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 90.30 87.35 84.85 80.50 89.60 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) (3] Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 10 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 ********** Basin Summary - 10YR-248***xxxzxxxxzx*xx*xx**xxxxxxzxzzxxxxxxxxxxxxx DCIA (%): 0.00 0.00 0.00 0.00 0.00 Time Max (hrs): 14.00 12.36 12.04 14.25 13.09 Flow Max (cfs): 32.53 4.11 220.17 6.01 0.73 Runoff Volume (in): 6.64 6.29 6.00 5.49 6.55 Runoff Volume (cf): 988721 40888 1189119 181565 14268 zxx Basin Name: BSBNDRYN BSSS1 BSSS BS39 BPOND-E Group Name: BASE BASE BASE SYS -E SYS -E Node Name: SPBNDRY NSSSID NSSSP NS39P NSYSEP Hydrograph Type: UH UB UH UH UH Unit Hydrograph: UH256 U9256 UH256 UH256 UH256 Peaking Factor: 256.00 256.00 256.00 256.00 256.00 Spec Time Inc (min): 1.33 2.65 4.64 1.33 1.33 Comp Time Inc (min): 1.33 2.65 4.65 1.33 1.33 Rainfall File: FLMOD FLMOD FLMOD FLMOD FLKOD Rainfall Amount (in): 7.80 7.80 7.80 7.80 7.80 Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00 Status: ONSITE OFFSITE ONSITE ONSITE ONSITE Time of Conc. (min): 10.00 19.85 34.84 10.00 10.00 Lag Time (hr): 0.00 0.00 0.00 0.00 0.00 Area (acres): 2.65 11.07 40.50 2.26 10.35 Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 91.10 81.80 81.48 83.47 83.47 DCIA (%): 0.00 0.00 0.00 0.00 70.00 Time Max (hrs): 12.04 12.13 12.31 12.04 12.04 Flow Max (cfs): 11.83 32.25 86.96 9.13 46.50 Runoff Volume (in): 6.74 5.64 5.60 5.84 7.14 Runoff Volume (cf): 64803 226825 823587 47906 268256 xxx Basin Name: BE -16 BE -12 BE -9 BE -5 BE -2 Group Name: SYS -E SYS -E SYS -E SYS -E SYS -E Node Name: NE -16 NE -12 NE -9 NE -5 NE -2 Hydrograph Type: UB UE UH UH UH Unit Hydrograph: UH256 UH256 UH256 UH256 UH256 Peaking Factor: 256.00 256.00 256.00 256.00 256.00 Spec Time Inc (min): 1.33 1.33 1.33 1.33 1.33 Comp Time Inc (min): 1.33 1.33 1.33 1.33 1.33 Rainfall File: FLMOD FLMOD FLMOD FLMOD FLMOD Rainfall Amount (in): 7.80 7.80 7.80 7.80 7.80 Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00 Status: ONSITE ONSITE ONSITE ONSITE ONSITE Time of Conc. (min): 10.00 10.00 10.00 10.00 10.00 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [4] Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 10 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 arxaxtax Basin Summary - IOYR-24H +�a:ataaexaa*xxxa+txxtxx+xis*txaa:+axk Lag Time (hr): 0.00 0.00 0.00 0.00 0.00 Area (acres): 3.20 1.93 1.19 1.78 2.64 Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 86.00 86.00 86.00 86.00 86.00 DCIA (%): 56.92 56.92 56.92 56.92 56.92 Time Max (hrs): 12.04 12.04 12.04 12.04 12.04 Flow Max (cfs): 14.32 8.64 5.33 7.97 11.82 Runoff Volume (in): 7.02 7.02 7.02 7.02 7.02 Runoff Volume (cf): 81598 49214 30344 45389 67318 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) (1] Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 25 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 *k*k**k*** Basin Summary - 25YR-24H*}}k**kk*#kkk**#*kkk**kk**k*kk*}k*}#kk****** k** Basin Name: BSTRAIT BWINDA BS49U BHIGHI BCR505 Group Name: SYS -E SYS -E SYS -E 512-R/W 512-R/W Node Name: NLACU NWIND%P NS49U NRIVU NBLOSSU Hydrograph Type: UH UH UH UB UH Unit Hydrograph: UH256 UH256 UH256 UH256 UR256 Peaking Factor: 256.00 256.00 256.00 256.00 256.00 Spec Time Inc (min): 6.96 1.33 1.71 40.79 10.47 Comp Time Inc (min): 6.96 1.33 1.71 15.00 10.47 Rainfall File: FLMOD FLMOD FLMOD FLMOD FLMOD Rainfall Amount (in): 9.20 9.20 9.20 9.20 9.20 Storm Duration (hr): 24.00 24.06 24.00 24.00 24.00 Status: ONSITE ONSITE ONSITE OFFSITE OFFSITE Time of Conc. (min): 52.19 10.00 12.84 305.99 78.55 Lag Time (hr): 0.00 0.00 0.00 0.00 0.00 Area (acres): 4.72 9.36 1.39 52.13 5.96 Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 90.00 94.72 86.00 78.45 83.55 DCIA 1%): 0.00 0.00 0.00 0.00 0.00 Time Max (hrs): 12.53 12.04 12.07 15.75 12.74 Flow Max (cfs): 10.98 51.05 6.39 27.84 9.75 Runoff Volume (in): 7.98 8.56 7.50 6.56 7.19 Runoff Volume (cf): 136666 290855 37823 1241953 155490 kk# Basin Name: BHIGH2 BHIGH3 BS47 BSYS-FP BHIGH4 Group Name: 512-R/W 512-R/W SYS -E SYS -E 512-R/W Node Name: NBLOSSU NBLOSSU NS47 NSYSFP NS44D Hydrograph Type: UH UB UE UH UH Unit Hydrograph: UH256 U1256 UH256 UH256 UH256 Peaking Factor: 256.00 256.00 256.00 256.00 256.00 Spec Time Inc (min): 3.01 28.84 2.03 3.38 40.79 Comp Time Inc (min): 3.01 15.00 2.03 3.39 15.00 Rainfall File: FLMOD FLMOD FLMOD FLMOD FLNOD Rainfall Amount (in): 9.20 9.20 9.20 9.20 9.20 Ston Duration (hr): 24.00 24.00 24.00 24.00 24.00 Status: OFFSITE OFFSITE ONSITE ONSITE OFFSITE Time of Conc. (min): 22.61 216.39 15.25 25.39 305.99 Lag Time (hr): 0.00 0.00 0.00 0.00 0.00 Area (acres): 2.53 15.00 1.59 4.77 52.08 Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 88.60 78.45 86.00 87.80 80.50 DCIA 1%): 0.00 0.00 0.00 0.00 0.00 Time Max (hrs): 12.16 14.50 12.10 12.19 15.75 Flow Max (cis): 9.26 10.51 6.81 16.28 28.94 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [2] Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 25 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 zxzxzzzxxx Basin Summary - 25YE-24H xzzzzxxxxxxxxxzzzzzzxzxxxzzzxxxxxxzzzzzzxxzx ---------------------------------------------------------------------------- Runoff Volume (in): 7.81 6.56 7.50 7.72 6.82 Runoff Volume (cf): 71746 357176 43263 133592 1288820 zxz Basin Name: BS16U BS45U BS45D BS4U BUNITI3 Group Name: SYS -E SYS -E SYS -E 512-R/W 512-R/W Node Name: NS46U NS45U NE -2U NS4U HOSED Hydrograph Type: UH UH UH UH UH Unit Hydrograph: UH256 UH256 UH256 UH256 UH256 Peaking Factor: 256.00 256.00 256.00 256.00 256.00 Spec Time Inc (min): 1.33 1.33 1.33 1.60 27.43 Comp Time Inc (min): 1.33 1.33 1.33 1.60 15.00 Rainfall File: FLMOD FLMOD FLMOD FLMOD FLMOD Rainfall Amount (in): 9.20 9.20 9.20 9.20 9.20 Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00 Status: ONSITE ONSITE ONSITE OFFSITE OFFSITE Time of Conc. (min): 10.00 10.00 10.00 11.99 205.79 Lag Time (hr): 0.00 0.00 0.00 0.00 0.00 Area (acres): 0.34 0.51 0.84 1.77 13.02 Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 86.00 86.00 86.00. 89.15 78.24 DCIA (%): 0.00 0.00 0.00 0.00 0.00 Time Max (bra): 12.04 12.04 12.04 12.07 14.50 Flow Max (cfs): 1.73 2.59 4.26 8.63 9.45 Runoff Volume (in): 7.50 7.50 7.50 7.88 6.54 Runoff Volume (cf): 9252 13878 22858 50634 308920 xxz Basin Name: BROSE BS4D BS53 BRIGH5 BBLOSSD Group Name: 512-R/W 512-R/W 512-R/W 512-R/W 512-R/W Node Name: NROSEP NS4D NS53P NBLOSSD NBLOSSD Hydrograph Type: OR UB UH UH UH Unit Hydrograph: UH256 U9256 U9256 UH255 UH256 Peaking Factor: 256.00 256.00 256.00 256.00 256.00 Spec Time Inc (min): 24.85 4.91 1.40 24.73 13.78 Comp Time Inc (min): 15.00 4.91 1.41 15.00 13.78 Rainfall File: FLMOD FLMOD FLMOD FLMOD FLNOD Rainfall Amount (in): 9.20 9.20 9.20 9.20 9.20 Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00 Status: OFFSITE OFFSITE OFFSITE OFFSITE OFFSITE Time of Conc. (min): 186.39 36.83 10.54 185.51 103.38 Lag Time (hr): 0.00 0.00 0.00 0.00 0.00 Area (acres): 41.03 1.79 54.60 9.11 0.60 Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 90.30 87.35 84.85 80.50 89.60 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [3] Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 25 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 xxtxxxxxxx Basin Summary - 25YR-24H xzzxzxx+xxxtxxxxxxxxxxtxxx+xtxxxxxtzttztzzx+ DCIA (%): 0.00 0.00 0.00 0.00 0.00 Time Max (hrs): 14.00 12.36 12.04 14.00 13.09 Flow Max (cfs): 39.16 4.96 267.38 7.47 0.88 Runoff Volume (in): 8.02 7.66 7.35 6.81 7.93 Runoff Volume (cf): 1194294 49774 1457444 225315 17267 xxx Basin Name: BSBNDRYN BSSS1 BSSS BS39 BPOND-E Group Name: BASE BASE BASE SYS -E SYS -E Node Name: SPBNDRY NSSSID NSSSP NS39P NSYSEP Hydrograph Type: UH UB UH UH UH Unit Hydrograph: UH256 UH256 UH256 U1256 UH256 Peaking Factor: 256.00 256.00 256.00 256.00 256.00 Spec Time Inc (min): 1.33 2.65 4.64 1.33 1.33 Comp Time Inc (min): 1.33 2.65 4.65 1.33 1.33 Rainfall File: FLMOD FLMOD FLMOD FLMOD FLMOD Rainfall Amount (in): 9.20 9.20 9.20 9.20 9.20 Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00 Status: ONSITE OFFSITE ONSITE ONSITE ONSITE Time of Cone. (min): 10.00 19.85 34.84 10.00 10.00 Lag Time (hr): 0.00 0.00 0.00 0.00 0.00 Area (acres): 2.65 11.07 40.50 2.26 10.35 Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 91.10 81.80 81.48 83.47 83.47 DCIA (%): 0.00 0.00 0.00- 0.00 70.00 Time Max (hrs): 12.04 12.13 12.31 12.04 12.04 Flow Max (cfs): 14.12 39.64 107.12 11.13 55.34 Runoff Volume (in): 8.12 6.98 6.93 7.18 8.52 Runoff Volume (cf): 78116 280415 1019146 58943 320225 xxx Basin Name: BE -16 BE -12 BE -9 BE -5 BE -2 Group Name: SYS -E SYS -E SYS -E SYS -E SYS -E Node Name: NE -16 NE -12 NE -9 NE -5 NE -2 Hydrograph Type: UH UH UH UB UB Unit Hydrograph: UH256 UH256 UH256 UH256 UH256 Peaking Factor: 256.00 256.00 256.00 256.00 256.00 Spec Time Inc (min): 1.33 1.33 1.33 1.33 1.33 Comp Time Inc (min): 1.33 1.33 1.33 1.33 1.33 Rainfall File: FLNOD FLMOD FLMOD FLMOD FLMOD Rainfall Amount (in): 9.20 9.20 9.20 9.20 9.20 Stora Duration (hr): 24.00 24.00 24.00 24.00 24.00 Status: ONSITE ONSITE ONSITE ONSITE ONSITE Time of Cone. (min): 10.00 10.00 10.00 10.00 10.00 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [4) Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 25 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 kk*kk****k Basin Summary - 25YR-24H**k*k**k*kk******k***k*****k********k******k Lag Time (hr): 0.00 0.00 0.00 _______________ 0.00 0.00 Area (acres): 3.20 1.93 1.19 1.78 2.64 Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 86.00 86.00 86.00 86.00 86.00 DCIA (%): 56.92 56.92 56.92 56.92 56.92 Time Max (hrs): 12.04 12.04 12.04 12.04 12.04 Flow Max (cfs): 17.07 10.29 6.35 9.49 14.08 Runoff Volume (in): 8.41 8.41 8.41 8.41 8.41 Runoff Volume (cf): 97660 58901 36317 54324 80570 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) (1) Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 50 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 ********** Basin Summary - 50YR-24H***************************************** *** Basin Name: BSTRAIT BWINDX BS49U BHIGHI BCR505 Group Name: SYS -E SYS -E SYS -E 512-R/W 512-R/W Node Name: NLACU NWINDXP NS49U NRIVU NBLOSSU Hydrograph Type: UH UH UH UH UH Unit Hydrograph: UH256 UH256 UH256 UH256 UH256 Peaking Factor: 256.00 256.00 256.00 256.00 256.00 Spec Time Inc (min): 6.96 1.33 1.71 40.79 10.47 Comp Time Inc (min): 6.96 1.33 1.71 15.00 10.47 Rainfall File: FLMOD FLMOD FLMOD FLMOD FLMOD Rainfall Amount (in): 10.60 10.60 10.60 10.60 10.60 Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00 Status: ONSITE ONSITE ONSITE OFFSITE OFFSITE Time of Cone. (min): 52.19 10.00 12.84 305.99 78.55 Lag Time (hr): 0.00 0.00 0.00 0.00 0.00 Area (acres): 4.72 9.36 1.39 52.13 5.96 Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 90.00 94.72 86.00 78.45 83.55 DCIA (%): 0.00 0.00 0.00 0.00 0.00 Time Max (hrs): 12.53 12.04 12.07 15.75 12.74 Flow Max (cfs): 12.80 59.00 7.50 33.53 11.55 Runoff Volume (in): 9.36 9.96 8.87 7.89 8.54 Runoff Volume (cf): 160363 338269 44734 1493073 184847 **k Basin Name: BHIGH2 BHIGH3 BS47 BSYS-FP BHIGH4 Group Name: 512-R/W 512-R/W SYS -E SYS -E 512-R/W Node Name: NBLOSSU NBLOSSU NS47 NSYSFP NS44D Hydrograph Type: UH UH UH UH UH Unit Hydrograph: UH256 U1256 UH256 UH256 UH256 Peaking Factor: 256.00 256.00 256.00 256.00 256.00 Spec Time Inc (min): 3.01 28.84 2.03 3.38 40.79 Comp Time Inc (min): 3.01 15.00 2.03 3.39 15.00 Rainfall File: FLMOD FLMOD FLMOD FLMOD FLMOD Rainfall Amount (in): 10.60 10.60 10.60 10.60 10.60 Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00 Status: OFFSITE OFFSITE ONSITE ONSITE OFFSITE Time of Cone. (min): 22.61 216.39 15.25 25.39 305.99 Lag Time (hr): 0.00 0.00 0.00 0.00 0.00 Area (acres): 2.53 - 15.00 1.59 4.77 52.08 Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 88.60 78.45 86.00 87.80 80.50 DCIA (%): 0.00 0.00 0.00 0.00 0.00 Time Max (hrs): 12.16 14.50 12.10 12.19 15.75 Flow Max (cfs): 10.81 12.66 7.99 19.05 34.65 Advanced Interconnected Channel 6 Pond Routing (ICPR Ver 2.10) [2] Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 50 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 ********** Basin Summary - 50YR-24H****************************************** Runoff Volume (in): 9.19 7.89 8.87 9.09 8.16 Runoff Volume (cf): 84416 429396 51169 157433 1542269 *** Basin Name: BS46U B345U BS45D BS4U BUNITI3 Group Name: SYS -E SYS -E SYS -E 512-R/W 512-R/W Node Name: NS46U NS45U NE -2U NS4U HOSED Hydrograph Type: UH UH UH UH UH Unit Hydrograph: UH256 UH256 UH256 UH256 UH256 Peaking Factor: 256.00 256.00 256.00 256.00 256.00 Spec Time Inc (min): 1.33 1.33 1.33 1.60 27.43 Comp Time Inc (min): 1.33 1.33 1.33 1.60 15.00 Rainfall File: FLMOD FLMOD FLMOD FLMOD FLMOD Rainfall Amount (in): 10.60 10.60 10.60 10.60 10.60 Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00 Status: ONSITE ONSITE ONSITE OFFSITE OFFSITE Time of Conc. (min): 10.00 10.00 10.00 11.99 205.79 Lag Time (hr): 0.00 0.00 0.00 0.00 0.00 Area (acres): 0.34 0.51 0.84 1.77 13.02 Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 86.00 86.00 86.00 89.15 78.24 DCIA (%): 0.00 0.00 0.00 0.00 0.00 Time Max (hrs): 12.04 12.04 12.04 12.07 14.50 Flow Max (cfs): 2.02 3.04 5.00 10.06 11.37 Runoff Volume (in): 8.87 8.87 8.87 9.26 7.86 Runoff Volume (cf): 10943 16414 27035 59511 371563 Basin Name: BROSE BS4D BS53 BHIGH5 BBLOSSD Group Name: 512-R/W 512-R/W 512-R/W 512-R/W 512-R/W Node Name: NROSEP NS4D NS53P NBLOSSD NBLOSSD Hydrograph Type: UH UH OR UH UH Unit Hydrograph: UH256 UH256 UH256 UH256 UH256 Peaking Factor: 256,00 256.00 256.00 256.00 256.00 Spec Time Inc (min): 24.85 4.91 1.40 24.73 13.78 Comp Time Inc (min): 15.00 4.91 1.41 15.00 13.78 Rainfall File: FLMOD FLMOD FLMOD FLMOD FLMOD Rainfall Amount (in): 10.60 10.60 10.60 10.60 10.60 Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00 Status: OFFSITE OFFSITE OFFSITE OFFSITE OFFSITE Time of Conc. (min): 186.39 36.83 10.54 185.51 103.38 Lag Time (hr): 0.00 0.00 0.00 0.00 0.00 Area (acres): 41.03 1.79 54.60 9.11 0.60 Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 90.30 87.35 84.85 80.50 89.60 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [3] Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 50 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 ********** Basin Summary - 50YR-248*####kkkkk#k##*tt#*#####k##kkkkk####kkkkkkkk DCIA (%): 0.00 0.00 0.00 0.00 0.00 Time Max (hrs): 14.00 12.36 12.04 14.00 13.09 Flow Max (cfs): 45.79 5.81 314.35 8.95 1.03 Runoff Volume (in): 9.40 9.04 8.72 8.15 9.31 Runoff Volume (cf): 1400542 58710 1727867 269623 20276 ### Basin Name: BSBNDRYN BSSS1 BSSS BS39 BPOND-E Group Name: BASE BASE BASE SYS -E SYS -E Node Name: SPBNDRY NSSSID NSSSP NS39P NSYSEP Hydrograph Type: UH UB UH UH UH Unit Hydrograph: UH256 UH256 UH256 UH256 UH256 Peaking Factor: 256.00 256.00 256.00 256.00 256.00 Spec Time Inc (min): 1.33 2.65 4.64 1.33 1.33 Comp Time Inc (min): 1.33 2.65 4.65 1.33 1.33 Rainfall File: FLNOD FLMOD FLMOD FLMOD FLMOD Rainfall Amount (in): 10.60 10.60 10.60 10.60 10.60 Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00 Status: ONSITE OFFSITE ONSITE ONSITE ONSITE Time of Conc. (min): 10.00 19.85 34.84 10.00 10.00 Lag Time (hr): 0.00 0.00 0.00 0.00 0.00 Area (acres): 2.65 11.07 40.50 2.26 10.35 Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 91.10 81.80 81.48 83.47 83.47 DCIA (%): 0.00 0.00 0.00 0.00 70.00 Time Max (hrs): 12.04 12.13 12.31 12.04 12.04 Flow Max (cfs): 16.40 47.01 127.26 13.12 64.17 Runoff Volume (in): 9.51 8.33 8.28 8.54 9.91 Runoff Volume (cf): 91465 334603 1216969 70082 372336 k*# Basin Name: BE -16 BE -12 BE -9 BE -5 BE -2 Group Name: SYS -E SYS -E SYS -E SYS -E SYS -E Node Name: NE -16 NE -12 NE -9 NE -5 NE -2 Hydrograph Type: UH UB UB UH UB Unit Hydrograph: U9256 UH256 UH256 UH256 UH256 Peaking Factor: 256.00 256.00 256.00 256.00 256.00 Spec Time Inc (min): 1.33 1.33 1.33 1.33 1.33 Comp Time Inc (min): 1.33 1.33 1.33 1.33 1.33 Rainfall File: FLMOD FLMOD FLMOD FLMOD FLMOD Rainfall Amount (in): 10.60 10.60 10.60 10.60 10.60 Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00 Status: ONSITE ONSITE ORBITS ONSITE ONSITE Time of Conc. (min): 10.00 10.00 10.00 10.00 10.00 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [4] Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 50 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 ********** Basin Summary - 50YR-24H*kkkkkkkk*kk*kkkkkkk*kkkkkk**kkkkkkkkkkkkkkk Lag Time (hr): 0.00 0.00 0.00 0.00 0.00 Area (acres): 3.20 1.93 1.19 1.78 2.64 Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 86.00 86.00 86.00 86.00 86.00 DCIA (%): 56.92 56.92 56.92 56.92 56.92 Time Max (hrs): 12.04 12.04 12.04 12.04 12.04 Flow Max (cfs): 19.81 11.95 7.37 11.02 16.34 Runoff Volume (in): 9.79 9.79 9.79 9.79 9.79 Runoff Volume (cf): 113769 68617 42308 63284 93859 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [1] Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 100 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 xxxxxxxxxx Basin Summary - IOOY-21H xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxx Basin Name: BSTRAIT BWIRDE BS49U BRIGHT BCR505 Group Name: SYS -E SYS -E SYS -E 512-R/W 512-R/W Node Name: NLACU NWINDEP NS49U NRIVU NBLOSSU Hydrograph Type: UH UH UH UH OR Unit Hydrograph: UH256 UH256 UH256 UH256 UR256 Peaking Factor: 256.00 256.00 256.00 256.00 256.00 Spec Time Inc (min): 6.96 1.33 1.71 40.79 10.47 Comp Time Inc (min): 6.96 1.33 1.71 15.00 10.47 Rainfall File: FLMOD FLMOD FLMOD FLNOD FLMOD Rainfall Amount (in): 11.70 11.70 11.70 11.70 11.70 Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00 Status: ONSITE ONSITE ONSITE OFFSITE OFFSITE Time of Conc. (min): 52.19 10.00 12.84 305.99 78.55 Lag Time (hr): 0.00 0.00 0.00 0.00 0.00 Area (acres): 4.72 9.36 1.39 52.13 5.96 Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 90.00 94.72 86.00 78.45 83.55 DCIA (4): 0.00 0.00 0.00 0.00 0.00 Time Max (hrs): 12.53 12.04 12.07 15.75 12.74 Flow Max (cfs): 14.22 65.23 8.36 38.02 12.96 Runoff Volume (in): 10.45 11.05 9.95 8.94 9.62 Runoff Volume (cf): 179022 375545 50187 1692319 208046 xxx Basin Name: BHIGR2 BHIGH3 BS47 BSYS-FP BHIGH4 Group Name: 512-R/W 512-R/W SYS -E SYS -E 512-R/W Node Name: NBLOSSU NBLOSSU NS47 NSYSFP NS44D Hydrograph Type: UH UH UH UH UH Unit Hydrograph: UH256 UH256 UH256 UR256 U9256 Peaking Factor: 256.00 256.00 256.00 256.00 256.00 Spec Time Inc (min): 3.01 28.84 2.03 3.38 40.79 Comp Time Inc (min): 3.01 15.00 2.03 3.39 15.00 Rainfall File: FLMOD FLMOD FLMOD FLMOD FLMOD Rainfall Amount (in): 11.70 11.70 11.70 11.70 11.70 Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00 Status: OFFSITE OFFSITE ONSITE ONSITE OFFSITE Time of Conc. (min): 22.61 216.39 15.25 25.39 305.99 Lag Time (hr): 0.00 0.00 0.00 0.00 0.00 Area (acres): 2.53 15.00 1.59 4.77 52.08 Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 88.60 78.45 86.00 87.80 80.50 DCIA (%): 0.00 0.00 0.00 0.00 0.00 Time Max (hrs): 12.16 14.50 12.10 12.19 15.75 Flow Max (cfs): 12.03 14.35 8.91 21.21 39.16 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [2) Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 100 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 ********** Basin Summary - IOGY-24H*****kk*kkkkk*kkkk*kktkkkkkkkkkkk**kk*kkkkk* Runoff Volume (in): 10.28 8.94 9.95 10.16 9.22 Runoff Volume (cf): 94399 486698 57406 176224 1743011 kkk Basin Name: BS46U B845U BS45D BS4U BUNITI3 Group Name: SYS -E SYS -E SYS -E 512-R/W 512-R/W Node Name: NS46U NS45U NE -2U NS4U HOSED Hydrograph Type: UH UH UH UH UH Unit Hydrograph: UH256 UH256 UH256 UR256 UH256 Peaking Factor: 256.00 256.00 256.00 256.00 256.00 Spec Time Inc (min): 1.33 1.33 1.33 1.60 27.43 Comp Time Inc (min): 1.33 1.33 1.33 1.60 15.00 Rainfall File: FLMOD FLMOD FLMOD FLMOD FLMOD Rainfall Amount (in): 11.70 11.70 11.70 11.70 11.70 Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00 Status: ONSITE ONSITE ONSITE OFFSITE OFFSITE Time of Conc. (min): 10.00 10.00 10.00 11.99 205.79 Lag Time (hr): 0.00 0.00 0.00 0.00 0.00 Area (acres): 0.34 0.51 0.64 1.77 13.02 Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 86.00 86.00 86.00 89.15 78.24 DCIA (%): 0.00 0.00 0.00 0.00 0.00 Time Max (hrs): 12.04 12.04 12.04 12.07 14.25 Flow Max (cfs): 2.26 3.38 5.57 11.18 12.90 Runoff Volume (in): 9.95 9.95 9.95 10.35 8.91 Runoff Volume (cf): 12277 18415 30330 66504 421275 kkk Basin Name: BROSE BS4D BS53 BHIGH5 BBLOSSD Group Name: 512-R/W 512-R/W 512-R/W 512-R/W 512-R/W Node Name: NROSEP NS0 NS53P NBLOSSD NBLOSSD Hydrograph Type: UH UH US UH UH Unit Hydrograph: UH256 UH256 UH256 UH256 UH256 Peaking Factor: 256.00 256.00 256.00 256.00 256.00 Spec Time Inc (min): 24.85 4.91 1.40 24.73 13.78 Comp Time Inc (min): 15.00 4.91 1.41 15.00 13.78 Rainfall File: FLMOD FLMOD FLNOD FLMOD FLMOD Rainfall Amount (in): 11.70 11.70 11.70 11.70 11.70 Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00 Status: OFFSITE OFFSITE OFFSITE OFFSITE OFFSITE Time of Conc. (min): 186.39 36.83 10.54 185.51 103.38 Lag Time (hr): 0.00 0.00 0.00 0.00 0.00 Area (acres): 41.03 1.79 54.60 9.11 0.60 Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 90.30 87.35 84.85 80.50 89.60 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [3) Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 100 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 xe+a xx+ Basin Summary - IOOY-248 DCIA (%): 0.00 0.00 0.00 0.00 0.00 Time Max (hrs): 14.00 12.36 12.04 14.00 13.09 Flow Max (cfs): 50.98 6.47 351.11 10.11 1.14 Runoff Volume (in): 10.49 10.12 9.80 9.21 10.40 Runoff Volume (cf): 1562919 65754 1941374 304717 22646 Basin Name: BSBNDRYN BSSSI BSSS BS39 BPOND-E Group Name: BASE BASE BASE SYS -E SYS -E Node Name: SPBNDRY NSSSID NSSSP NS39P NSYSEP Hydrograph Type: UH UH UH ON UH Unit Hydrograph: UH256 UH256 UH256 UH256 UH256 Peaking Factor: 256.00 256.00 256.00 256.00 256.00 Spec Time Inc (min): 1.33 2.65 4.64 1.33 1.33 Comp Time Inc (min): 1.33 2.65 4.65 1.33 1.33 Rainfall File: FLMOD FLMOD FLMOD FLMOD FLMOD Rainfall Amount (in): 11.70 11.70 11.70 11.70 11.70 Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00 Status: ONSITE OFFSITE ONSITE ONSITE ONSITE Time of Conc. (min): 10.00 19.85 34.84 10.00 10.00 Lag Time (hr): 0.00 0.00 0.00 0.00 0.00 Area (acres): 2.65 11.07 40.50 2.26 10.35 Vol of Unit Ryd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 91.10 81.80 81.48 83.47 83.47 DCIA (%): 0.00 0.00 0.00 0.00 70.00 Time Max (hrs): 12.04 12.13 12.31 12.04 12.04 Flow Max (cfs): 18.19 52.79 143.05 14.68 71.10 Runoff Volume (in): 10.60 9.39 9.34 9.62 11.00 Runoff Volume (cf): 101972 377479 1373529 78884 413349 xxx Basin Name: BE -16 BE -12 BE -9 BE -5 BE -2 Group Name: SYS -E SYS -E SYS -E SYS -E SYS -E Node Name: NE -16 NE -12 NE -9 NE -5 NE -2 Hydrograph Type: UH UH UH UH UH Unit Hydrograph: UH256 UH256 UH256 UH256 UH256 Peaking Factor: 256.00 256.00 256.00 256.00 256.00 Spec Time Inc (min): 1.33 1.33 1.33 1.33 1.33 Comp Time Inc (min): 1.33 1.33 1.33 1.33 1.33 Rainfall File: FLMOD FLMOD FLMOD FLMOD FLMOD Rainfall Amount (in): 11.70 11.70 11.70 11.70 11.70 Storm Duration (hr): 24.00 24.00 24.00 24.00 24.00 Status: ONSITE ONSITE ONSITE ONSITE ONSITE Time of Conc. (min): 10.00 10.00 10.00 10.00 10.00 Advanced Interconnected Channel 6 Pond Routing (ICPR Ver 2.10) [4] Copyright 1995, Streamline Technologies, Inc. COUNTY ROAD 512 DRAINAGE SYSTEM 100 -YEAR FREQUENCY, 24-HOUR DURATION Proposed Improvements DATE:01/09/98 ********** Basin Summary - IOOY-24H**kkkkkkkkkkkkk**k**kkkk**kkkkkkkkkkkkkkkkkk ---------------------------------------------------------------------------- Lag Time (hr): 0.00 0.00 0.00 0.00 0.00 Area (acres): 3.20 1.93 1.19 1.78 2.64 Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00 1.00 Curve Number: 86.00 86.00 86.00 86.00 86.00 DCIA (%): 56.92 56.92 56.92 56.92 56.92 Time Max (bra): 12.04 12.04 12.04 12.04 12.04 Flow Max (cfs): 21.95 13.24 8.16 12.21 18.11 Runoff Volume (in): 10.89 10.89 10.89 10.89 10.89 Runoff Volume (cf): 126448 76264 47023 70337 104320 Advanced Interconnected Channel A Pond Routing (ICPR Ver 2.10) [1] Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) +tt+++x+++ Input Report++t+x++++x++t++t++xtx+x+x++tt++ttx++txx+tt++t++xtttt++t+ --------Class: Node ------------------------------------------------------------- Name: NBLOSSD Base Flow(cfs): 0 Init Stage(ft): 15 Group: 512-R/W Length(ft): 0 Warn Stage(ft): 19 Comment: HIGHLANDS Stage(ft) Area(ac) IS 0.1 16 0.22 18 0.76 19 4.62 20 8.46 22 9.71 24 9.71 --------Class: Node ------------------------------------------------- Name; REUSED Base Flow(cfs): 0 Init Stage(ft): 16.77 Group: 512-R/W Length(ft): 0 Warn Stage(ft): 22 Comment: HIGHLANDS Stage(ft) Area(ac) 16.77 0.5 18 1.53 20 8.49 21 15.99 22 19.28 24 23.49 26 23.49 --------Class: Node ------------------------------------------------- Name: NE -4 Base Flow(cfs): 0 Init Stage(ft): 13.15 Group: 512-R/W Length(ft): 15 Warn Stage(ft): 19.49 Comment: CONFLICT BOX @ STA. 317+71.19 (35.93' LT) Stage(ft) Area(ac) [Manhole, Flat Floor] --------Class: Node ------------------------------------------------- Name: NP -1 Base Flow(cfs): 0 Init Stage(ft): 16.25 Group: 512-R/W Length(ft): 4 Warn Stage(ft): 20.5 Comment: TYPE P MANHOLE @ STA. 319+84.27 (55.88, RT) Stage(ft) Area(ac) [Manhole, Flat Floor] --------Class: Node ------------------------------------------------- Name: NP -2 Base Flow(cfs): 0 Init Stage(ft): 12.75 Group: 512-R/W Length(ft): 6 Warn Stage(ft): 19.3 Comment: TYPE J MANHOLE @ STA. 317+50 (68.07' LT) Stage(ft) Area(ac) (Manhole, Flat Floor] Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) (2) Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) kk#xkxx}kx Input Report kxfkk#kkkk}kkkkkk##kxkk}kkkkxk}kxx#k}x}kk}}#}}#}kk}xk k#x --------Class: Node ------------------------------------------------------------- Name: NRIVD Base Flow(cfs): 0 Init Stage(ft): 16 Group: 512-R/W Length(ft): 0 Warn Stage(ft): 18.98 Comment: CR -512 @ SEBASTIAN Stage(ft) Area(ac) --------Class: Node ------------------------------------------------- Name: NRIVD Base Flow(cfs): 0 Init Stage(ft): 16 Group: 512-R/W Length(ft): 0 Warn Stage(ft): 18.98 Comment: CR -512 @ SEBASTIAN Stage(ft) Area(ac) 16 0.4 17 0.9 18 6.07 20 9.1 22 35.61 23 48.25 24 50.74 25 52.13 --------Class: Node ------------------------------------------------- Name: HOSED Base Flow(cfs): 0 Init Stage(ft): 15.89 Group: 512-R/W Length(ft): 0 Warn Stage(ft): 20.3 Comment: ROSELAND ACRES Stage(ft) Area(ac) 15.89 0.23 16.1 0.7 18 2.2 20 7.5 22 9.3 24 13.02 26 13.02 --------Class: Node ------------------------------------------------- Name: NROSEP Base Flow(cfs): 0 Init Stage(ft): 15.89 Group: 512-R/W Length(ft): 950 Warn Stage(ft): 19.6 Comment: ROSELAND ACRES Stage(ft) Area(ac) 15.89 11.11 16.2 11.89 17 12.17 18 12.53 19.6 13.09 20 19.38 22 32.81 24 41.03 26 41.03 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [3] Copgright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) +++xx+xart Input Report +a+atxta+err:+Asa+kxa:axasrtaxakacxa:aaa+�xa+a --------Class: Node ------------------------------------------------------------- Name: NS44D Base Flow(cfs): 0 Init Stage(ft): 15 Group: 512-R/W Length(ft): 0 Warn Stage(ft): 19 Comment: CR -512 @ SEBASTIAN Stage(ft) Area(ac) 15 0.1 16 2.2 18 3.52 20 25.04 23 34.8 24 41.31 26 52.08 --------Class: Node ------------------------------------------------- Name: NSO Base Flow(cfs): 0 Init Stage(ft): 16 Group: 512-R/W Length(ft): 0 Warn Stage(ft): 19.65 Comment: CR -512 @ SEBASTIAN Stage(ft) Area(ac) 16 0.9 18 1.3 20 1.5 22 1.79 --------Class: Node ------------------------------------------------- Na2e: NS4U Base Flow(cfs): 0 Init Stage(ft): 16 Group: 512-R/W Length(ft): 0 Warn Stage(ft): 19.65 Comment: CR -512 @ SEBASTIAN Stage(ft) Area(ac) 16 0.7 18 1.2 20 1.4 22 1.77 --------Class: Node ------------------------------------------------ Name: NS53P Base Flow(cfs): 0.2 Init Stage(ft): 17.9 Group: 512-R/W Length(ft): 350 Warn Stage(ft): 21 Comment: SEBASTIAN LAKES Stage(ft) Area(ac) 17.9 8.12 18 9.65 19 11.35 19.5 11.77 20 12.62 21 33.61 22 44.11 24 54.6 26 54.6 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [4] Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) xxxtx:xxxx Input Report xxxxxxxxxxxxxxxxxxrx:rxxxxxxtxxxxrxxrxx:++rxxxsxxxxta:xx ------Class: Mode ------------------------------------------------------------- Name: NSSSIU Base Flow(cfs): 0 Init Stage(ft): 11 Group: 512-R/W Length(ft): 0 Warn Stage(ft): 17.3 Comment: SAN SEBASTIAN SPRINGS Stage(ft) Area(ac) 11 0.1 12 0.3 --------Class: Node ------------------------------------------------- Name: NE -24 Base Flow(cfs): 0 Init Stage(ft): 10 Group: BASE Length(ft): 6 Warn Stage(ft): 17.24 Comment: TYPE J MANHOLE @ STA. 298+50 (55.74' RT) Stage(ft) Area(ac) [Manhole, Flat Floor] --------Class: Node ------------------------------------------------- Name: NESS Base Flow(cfs): 0.1 Init Stage(ft): 8 Group: BASE Length(ft): 0 Warn Stage(ft): 10.75 Comment: SAN SEBASTIAN SPRINGS Stage(ft) Area(ac) 8 0.15 10 0.85 --------Class: Node ----------------------------------------------- Name: NSSSID Base Flow(cfs): 0 Init Stage(ft): 11 Group: BASE Length(ft): 0 Warn Stage(ft): 16.8 Comment: SAN SEBASTIAN SPRINGS Stage(ft) Area(ac) ii 0.51 12 0.65 14 0.73 16 0.82 18 7.49 20 11.07 22 11.07 --------Class: Node ------------------------------------------------ Name: NSSS3D Base Flow(cfs): 0 Init Stage(ft): 3.4 Group: BASE Length(ft): 0 Warn Stage(ft): 10.5 Comment: SAN SEBASTIAN SPRINGS Stage(ft) Area(ac) Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [5) Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) xxxxxxxxxx Input Report xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx --------Class: Node Name: NSSSP Base Flow(cfs): 0.3 Init Stage(ft): 8 Group: BASE Length(ft): 0 Warn Stage(ft): 11 Comment: SAN SEBASTIAN SPRINGS Stage(ft) Area(ac) 8 2.75 9 4.55 10 6.03 12 14.65 14 23.27 16 31.88 18 40.5 20 40.5 --------Class: Node - Name: SPBNDRY Base Flow(cfs): 0 Init Stage(ft): 2 Group: BASE Length(ft): 0 Warn Stage(ft): 11.17 Comment: BRIDGE HYDRAULICS (BOUNDARY CONDITION) Time(hrs) Stage(ft) 0 2 5 2.27 12 2.65 18 2.97 24 3.29 36 3.29 --------Class: Node ------------------------------------------------- Name: NE -12 Base Flow(cfs): 0 Init Stage(ft): 13.5 Group: SYS -E Length(ft): 6 Warn Stage(ft): 17.82 Comment: TYPE J-6 INLET @ STA. 307+45 (47.75' LT) Stage(ft) Area(ac) [Manhole, Flat Floor) --------Class: Node -------------------------------------------------- Name: NE -15 Base Flow(cfs): 0 Init Stage(ft): 13.5 Group: SYS -E Length(ft): 6 Warn Stage(ft): 19.32 Comment: TYPE J MANHOLE @ STA. 304+15.34 (56.75' LT) Stage(ft) Area(ac) [Manhole, Flat Floor] --------Class: Node ------------------------------------------------- Name: NE -16 Base Flow(cfs): 0 Init Stage(ft): 13.5 Group: SYS -E Length(ft): 6.5 Warn Stage(ft): 17.71 Comment: TYPE J-5 INLET @ STA. 301+00 (47.75' LT) Stage(ft) Area(ac) [Manhole, Flat Floor] Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [6] Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) xxxxxxxxxx Input Report xxxaxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx --Class: Node - - - Name: NE -17 Base Flow(cfs): 0 Init Stage(ft): 13.5 Group: SYS -E Length(ft): 6.5 Warn Stage(ft): 17.71 Comment: TYPE J-5 INLET @ STA. 301+00 (47.75' RT) Stage(ft) Area(ac) [Manhole, Flat Floor] --Class: Node Name: NE -18 Base Flow(cfs): 0 Init Stage(ft): 14 Group: SYS -E Length(ft): 4 Warn Stage(ft): 18.87 Comment: TYPE P MANHOLE @ STA. 302+70.25 (55.20' RT) Stage(ft) Area(ac) [Manhole, Flat Floor] --Class: Node - - Name: NE -2 Base Flow(cfs): 0 Init Stage(ft): 14.37 Group: SYS -E Length(ft): 0 Warn Staqe(ft): 19.49 Comment: TYPE J-6 INLET @ STA. 323+00 (49.60' LT) Stage(ft) Area(ac) [Manhole, Flat Floor] ---Class: Node Name: NE -2U Base Flow(cfs): 0 Init Stage(ft): 16.36 Group: SYS -E Length(ft): 0 Warn Stage(ft): 20.87 Comment: DITCH @ STA. 325+00 (RT) Stage(ft) Area(ac) 16.36 0 17 0.1 18 0.2 19 0.3 --------Class: Node ------------------------------------------------- Name: NE -3 Base Flow(cfs): 0 Init Stage(ft): 13.5 Group: SYS -E Length(ft): 9 Warn Stage(ft): 20.51 Comment: TYPE J MANHOLE @ STA. 320+39.63 (34.76' LT) Stage(ft) Area(ac) [Manhole, Flat Floor] -------- Class: Node ------------------------------------------------------------- Name: NE -5 Base Flow(cfs): 0 Init Stage(ft): 13.5 Group: SYS -E Length(ft): 9 Warn Stage(ft): 19.28 Comment: TYPE J MANHOLE @ STA. 317+18 (34.75' LT) Stage(ft) Area(ac) [Manhole, Flat Floor] --------Class: Node ------------------------------------------------- Name: NE -8 Base Flow(cfs): 0 Init Stage(ft): 13.5 Group: SYS -E Length(ft): 9.5 Warn Stage(ft): 20.19 Comment: TYPE J MANHOLE @ STA. 314+00 (56.75' LT) Stage(ft) Area(ac) [Manhole, Flat Floor] Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [7) Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM 8) xxxxxxxxxx Input Report xxxxxxxxxxxxxxxxrxxxxxxxxxxxxxxxx:xxex:xxxxxxxxxxxxxxxxx --------Class: Node ------------------------------------------------------------- Name: NE -9 Base Flow(cfs): 0 Init Stage(ft): 13.5 Group: SYS -E Length(ft): 6 Warn Stage(ft): 18.19 Comment: TYPE J-5 INLET @ STA. 310+25 (61.60' LT) Stage(ft) Area(ac) [Manhole, Flat Floor] --------Class: Node ------------------------------------------------- Name: NLACD Base Flow(cfs): 0 Init Stage(ft): 17.85 Group: SYS -E Length(ft): 0 Warn Stage(ft): 21.87 Comment: CR -512 @ SEBASTIAN Stage(ft) Area(ac) --------Class: Node ------------------------------------------------- Name: NLACU Base Flow(cfs): 0 Init Stage(ft): 17.93 Group: SYS -E Length(ft): 0 Warn Stage(ft): 21.87 Comment: CR -512 @ SEBASTIAN Stage(ft) Area(ac) 17.93 0 18 0.7 20 1.2 22 2.4 --------Class: Node ---------------------------------------------- Name: N839D Base Flow(cfs): 0 Init Stage(ft): 14 Group: SYS -E Length(ft): 0 Warn Stage(ft): 17 Comment: CHURCH @ SEBASTIAN Ghost Node --------Class: Node ------------------------------------------------ Name: N839P Base Flow(cfs): 0 Iait Stage(ft): 16 Group: SYS -E Length(ft): 0 Warn Stage(ft): 21.5 Comment: CHURCH @ CR -512 Stage(ft) Area(ac) 16 0.41 18 0.55 20 1.41 22 2.26 --------Class: Node ------------------------------------------------- Name: NS45D Base Flow(cfs): 0 Init Stage(ft): 17.04 Group: SYS -E Length(ft): 0 Warn Stage(ft): 21.97 Comment: CR -512 @ SEBASTIAN Stage(ft) Area(ac) Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [8) Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) *#k**kk*kk Input Report*#k*kk#kk*#****#**#*kk##***#**#k*##k*k**#*##k*#*#k*#k**# ---Class: Node ------------------------------------------------------------- Name: NS45U Base Flow(cfs): 0 Init Stage(ft): 17.18 Group: SYS -E Length(ft): 0 Warn Stage(ft): 21 Comment: CR -512 @ SEBASTIAN Stage(ft) Area(ac) 17.18 0 18 0.2 20 0.3 22 0.51 --------Class: Node ------------------------------------------------- Name: NS46D Base Flow(cfs): 0 Init Stage(ft): 17.16 Group: SYS -E Length(ft): 0 Warn Stage(ft): 22.23 Comment: CR -512 @ SEBASTIAN Stage(ft) Area(ac) --------Class: Node ----------------------------------- -------------- Name: NS46U Base Flow(cfs): 0 Init Stage(ft): 17.24 Group: SYS -E Length(ft): 0 Warn Stage(ft): 22.23 Comment: CR -512 @ SEBASTIAN Stage(ft) Area(ac) 17.24 0.05 18 0.15 20 0.21 23 0.34 --------Class: Node ------------------------------------------------- Name: M847 Base Flow(cfs): 0 Init Stage(ft): 19.34 Group: SYS -E Length(ft): 0 Warn Stage(ft): 21.82 Comment: CR -512 @ SEBASTIAN Stage(ft) Area(ac) 19.34 0.64 20.5 0.9 22 1.85 --------Class: Node ------------------------------------------------- Name: NS49D Base Flow(cfs): 0 Init Stage(ft): 17.44 Group: SYS -E Length(ft): 0 Warn Stage(ft): 21.58 Comment: CR -512 @ SEBASTIAN Stage(ft) Area(ac) Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [9] Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) axxaaaaaa: Input Report e+:xxatta+xs:asatr:sxa+tr+a3a+txr+xxxraax+txraaxxa+xakax --------Class: Mode ------------------------------------------------------------- Name: NS490 Base Flow(cfs): 0 Init Stage(ft): 17.48 Group: SYS -E Length(ft): 0 Warn Stage(ft): 21.76 Comment: CR -512 @ SEBASTIAN Stage(ft) Area(ac) 17.48 0 19 0.5 22 1.39 --------Class: Node ------------------------------------------------ Name: NSYSEP Base Flow(cfs): 0 Init Stage(ft): 13.5 Group: SYS -E Length(ft): 720 Warn Stage(ft): 17 Comment: STORMWATER MANAGEMENT SYSTEM "E" Stage(ft) Area(ac) 13.5 7.09 14 7.21 15 7.42 16 7.62 17 7.83 --------Class: Node ------------------------------------------------- Name: NSYSFP Base Flow(cfs): 0 Init Stage(ft): 17.5 Group: SYS -E Length(ft): 0 Warn Stage(ft): 19.65 Comment: PONDED AREA "F" Stage(ft) Area(ac) 17.5 1.1 18 2.1 19 2.9 20 4.77 21 4.77 --------Class: Node ------------------------------------------------ Name: NWIND%P Base Flow(cfs): 0 Init Stage(ft): 18.5 Group: SYS -E Length(ft): 0 Warn Stage(ft): 22 Comment: WINK DIXIE Stage(ft) Area(ac) 18.5 0.9 20 1.02 21 1.13 22.5 8.45 23.5 9.74 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [81 Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) kkkkkkkkkk Input Report kkkkkk:FkkkkkkkkfkkkkxkkkkkkkkkkkkkkkkkkkkkklkkkkkkkkRkkk ---Class: Node ------------------------------------------------------------- Name: NS45U Base Flow(cfs): 0 Init Stage(ft): 17.18 Group: SYS -E Length(ft): 0 Warn Stage(ft): 21 Comment: CR -512 @ SEBASTIAN Stage(ft) Area(ac) 17.18 0 18 0.2 20 0.3 22 0.51 --------Class: Node ------------------------------------------------- Name: NS46D Base Flow(cfs): 0 Init Stage(ft): 17.16 Group: SYS -E Length(ft): 0 Warn Stage(ft): 22.23 Comment: CR -512 @ SEBASTIAN Stage(ft) Area(ac) --------Class: Node ------------------------------------------------- Name: NS46U Base Flow(cfs): 0 Init Stage(ft): 17.24 Group: SYS -E Length(ft): 0 Warn Stage(ft): 22.23 Comment: CR -512 @ SEBASTIAN Stage(ft) Area(ac) 17.24 0.05 18 0.15 20 0.21 23 0.34 --------Class: Node ------------------------------------------------- Name: N847 Base Flow(cfs): 0 Init Stage(ft): 19.34 Group: SYS -E Length(ft): 0 Warn Stage(ft): 21.82 Comment: CR -512 @ SEBASTIAN Stage(ft) Area(ac) 19.34 0.64 20.5 0.9 22 1.85 --------Class: Node ------------------------------------------------- Name: NS49D Base Flow(cfs): 0 Init Stage(ft): 17.44 Group: SYS -E Length(ft): 0 Warn Stage(ft): 21.58 Comment: CR -512 @ SEBASTIAN Stage(ft) Area(ac) Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [9) Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) k}#k**}kk* Input Report kk}kkk}}*}k**#*}kkk}fkk**}#}}}kk}}#***kk*kk*kk**}#k**}#k --------Class: Node ------------------------------------------------------------- Name: NS49U Base Flow(cfs): 0 Init Stage(ft): 17.48 Group: SYS -E Length(ft): 0 Warn Stage(ft): 21.76 Comment: CR -512 @ SEBASTIAN Stage(ft) Area(ac) 17.48 0 19 0.5 22 1.39 --------Class: Node ------------------------------------------------ Name: NSYSEP Base Flow(cfs): 0 Init Stage(ft): 13.5 Group: SYS -E Length(ft): 720 Warn Stage(ft): 17 Comment: STORMWATER MANAGEMENT SYSTEM PER Stage(ft) Area(ac) 13.5 7.09 14 7.21 15 7.42 16 7.62 17 7.83 --------Class: Node--------------------------------------------- - Name: NSYSFP Base Flow(cfs): 0 Init Stage(ft): 17.5 Group: SYS -E Length(ft): 0 Warn Stage(ft): 19.65 Comment: PONIED AREA "F" Stage(ft) Area(ac) 17.5 1.1 18 2.1 19 2.9 20 4.77 21 4.77 --------Class: Node ------------------------------------------------ Name: NWINDSP Base Flow(cfs): 0 Init Stage(ft): 18.5 Group: SYS -E Length(ft): 0 Warn Stage(ft): 22 Comment: WINN DI%IE Stage(ft) Area(ac) 18.5 0.9 20 1.02 21 1.13 22.5 8.45 23.5 9.74 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) ]10] Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) stttax:*x Input Report a+++sfraxaa�rr+vxt++xx�x:ae:a*aa+sax:ssxsxaaraatxa xx --------Class: Basin ------------------------------------------------------------ Basin: BBLOSSD Node: NBLOSSD Status: Off Site Type: SCS Unit Hydr Group: 512-R/W Unit Hydrograph: U9256 Peak Factor: 256 Rainfall File: Storm Duration(hrs): 24 Rainfall Amount(in): 0 Area(ac): 0.6 Concentration Time(mia): 103.38 Curve 9: 89.6 Lag Time(hrs): 0 DCIA(%): 0 CR -512 @ SEBASTIAN --------Class: Basin --------------- Basin: BCR505 Node: NBLOSSO Group: 512-R/W Unit Hydrograph: U8256 Rainfall File: Rainfall Amount(in): o -------------------------- Status: Off Site Type: SCS Unit Hydr Peak Factor: 256 Storm Duration(hrs): 24 Area(ac): 5.96 Concentration Time(min): 78.55 Curve 1: 83.55 Lag Time(hrs): 0 DCIA(%): 0 CR -505 & CR -512 --------Class: Basin -------- Basin: BRIGHI Node: NRIVU Group: 512-R/W Unit Hydrograph: UH256 Rainfall File: Rainfall Amount(in): 0 Area(ac): 52.13 Curve 1: 78.45 DCIA(%): 0 HIGHLANDS --------Class: Basin ----------- Basin: BBIGH2 Node: NBLOSSO Group: 512-R/W Unit Hydrograph: UH256 Rainfall File: Rainfall Amount(in): 0 Area(ac): 2.53 Curve 1: 88.6 DCIA(%): 0 HIGHLANDS Status: Off Site Type: SCS Unit Hydr Peak Factor: 256 Storm Duration(hrs): 24 Concentration Time(min): 305.99 Lag Time(hrs): 0 Status: Off Site Type: SCS Unit Hydr Peak Factor: 256 Storm Duration(hrs): 24 Concentration Time(min): 22.61 Lag Time(hrs): 0 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [11) Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) xxzzxxxzxz Input Report xzxxxxzxxx:zxxxzz:xzxxx:xxxxxxxxxx:zxxxz:xxxxzzxxzzxxxxx --------Class: Basin ------------------------------------------------------------ Basin: BRIGH3 Node: NBLOSSU Status: Off Site Type: SCS Unit Hydr Group: 512-R/W Unit Hydrograph: UH256 Peak Factor: 256 Rainfall File: Storm Duration(hrs): 24 Rainfall Amount(in): 0 Area(ac): 15 Concentration Time(min): 216.39 Curve 1: 78.45 Lag Time(hrs): 0 DCIA($): 0 HIGHLANDS --------Class: Basin---------------- ------------------------------------- Basin: BHIGH4 Node: NS14D Status: Off Site Type: SCS Unit Hydr Group: 512-R/W Unit Hydrograph: UR256 Peak Factor: 256 Rainfall File: Storm Duration(hrs): 24 Rainfall Amount(in): 0 Area(ac): 52.08 Concentration Time(min): 305.99 Curve 1: 80.5 Lag Time(hrs): 0 DCIA(%): 0 HIGHLANDS --------Class: Basin ----------------------------------------------------- Basin: BBIGH5 Node: NBLOSSD Status: Off Site Type: SCS Unit Hydr Group: 512-R/W Unit Hydrograph: UH256 Peak Factor: 255 Rainfall File: Storm Duration(hrs): 24 Rainfall Amount(in): 0 Area(ac): 9.11 Concentration Time(min): 185.51 Curve $: 80.5 Lag Time(hrs): 0 DCIA(%): 0 HIGHLANDS --------Class: Basin----------------- ------------------------------------ Basin: BROSE Node: NROSEP Status: Off Site Type: SCS Unit Hydr Group: 512-R/W Unit Hydrograph: UR256 Peak Factor: 256 Rainfall File: Storm Duration(brs): 24 Rainfall Amount(in): 0 Area(ac): 41.03 Concentration Time(min): 186.39 Curve 9: 90.3 Lag Time(hrs): 0 DCIA(%): 0 ROSELAND ACRES @ SEBASTIAN Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [12[ Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) +:i*+asx+* Input Report aaasxkrtx::aaaa:exr:as+ea+ara+axrarea�aaaxae*xaxaza --------Class: Basin ------------------------------------------------------------ Basin: BS4D Node: NS4D Status: Off Site Type: SCS Unit Hydr Group: 512-R/W Unit Hydrograph: UH256 Peak Factor: 256 Rainfall File: Storm Buration(hrs): 24 Rainfall Amount(in): 0 Area(ac): 1.79 Concentration Time(min): 36.83 Curve #: 87.35 Lag Time(hrs): 0 DCIA(%): 0 CR -512 @ SEBASTIAN --------Class: Basin ----------------------------------------------------- Basin: BS4U Node: NS4U Status: Off Site Type: SCS Unit Hydr Group: 512-R/W Unit Hydrograph: UH256 Peak Factor: 256 Rainfall File: Storm Duration(hrs): 24 Rainfall Amount(in): 0 Area(ac): 1.77 Concentration Time(min): 11.99 Curve 1: 89.15 Lag Time(hrs): 0 DCIA(%): 0 CR -512 @ SEBASTIAN --------Class: Basin ------------------------------------------------------------ Basin: BS53 Node: NS53P Status: Off Site Type: SCS Unit Hydr Group: 512-R/W Unit Hydrograph: UR256 Peak Factor: 255 Rainfall File: Storm Duration(hrs): 24 Rainfall Amount(in): 0 Area(ac): 54.6 Concentration Time(min): 10.54 Curve 1: 84.85 Lag Time(hrs): 0 DCIA(%): 0 SEBASTIAN LANES --------Class: Basin ----------------------------------------------------- Basin: BURITI3 Node: NROSED Status: Off Site Type: SCS Unit Hydr Group: 512-R/W Unit Hydrograph: U1256 Peak Factor: 256 Rainfall File: Storm Duration(hrs): 24 Rainfall Amount(in): 0 Area(ac): 13.02 Concentration Time(min): 205.79 Curve 1: 78.24 Lag Time(hrs): 0 DCIA(%): 0 SEBASTIAN UNIT13 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [13) Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) a+aaaaa+xa Input Report rt+axasx+a�tar:a:ax+ax++ta*aaa►xratxxta:taxa++a��aaa --------Class: Basin ------------------------------------------------------------ Basin: BSBNDRYN Node: SPBNDRY Status: On Site Type: SCS Unit Hydr Group: BASE Unit Hydrograph: UR256 Peak Factor: 256 Rainfall File: Storm Duration(hrs): 24 Rainfall Amount(in): 0 Area(ac): 2.65 Concentration Time(min): 10 Curve 1: 91.1 Lag Time(hrs): 0 OCIA(%): 0 CR -512 @ SEBASTIAN --------Class: Basin ----------------------------------------------------- Basin: BSSS Node: NSSSP Status: On Site Type: SCS Unit Hydr Group: BASE Unit Hydrograph: UR256 Peak Factor: 256 Rainfall File: Storm Duration(hrs): 24 Rainfall Amount(io): 0 Area(ac): 40.5 Concentration Time(min): 34.84 Curve $: 81.48 Lag Time(hrs): 0 DCIA(%): 0 SAN SEBASTIAN SPRINGS --------Class: Basin ----------------------------------------------------- Basil]: BSSSI Node: NSSSID Status: Off Site Type: SCS Unit Hydr Group: BASE Unit Hydrograph: UR256 Peak Factor: 256 Rainfall File: Storm Duration(hrs): 24 Rainfall Amount(in): 0 Area(ac): 11.01 Concentration Time(min): 19.85 Curve f: 81.8 Lag Time(hrs): 0 DCIA(%): 0 SAN SEBASTIAN SPRINGS --------Class: Basin------------------------------ - - -------------------- Basin: BE -12 Node: NE -12 Status: On Site Type: SCS Unit Hydr Group: SYS -E Unit Hydrograph: UR256 Peak Factor: 256 Rainfall File: Storm Duration(hrs): 0 Rainfall Amount(in): 0 Area(ac): 1.93 Concentration Time(min): l0 Curve f: 86 Lag Time(hrs): 0 DCIA($): 56.92 PROPOSED ROADWAY SECTION Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [141 Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) as taaaaa Input Report a+xata+ta aaza:a+ar+aware axxaara+:r+*akaaa+ a --------Class: Basin ------------------------------------------------------------ Basin: BE -16 Node: NE -16 Status: On Site Type: SCS Unit Hydr Group: SYS -E Unit Hydrograph: UH256 Peak Factor: 256 Rainfall File: Storm Duration(hrs): 0 Rainfall Amount(in): o Area(ac): 3.2 Concentration Time(min): 10 Curve 1: 86 Lag Time(hrs): 0 DCIA(%): 56.92 PROPOSED ROADWAY SECTION --------Class: Basin -------- Basin: BE -2 Node: NE -2 Group: SYS -E Unit Hydrograph: UH256 Rainfall File: Rainfall Amouat(in): 0 Area(ac): 1.64 Curve 1: 86 DCIA(%): 56.92 ------------------------ Status: On Site Type: SCS Unit Hydr Peak Factor: 256 Storm Duration(hrs): 0 Concentration Time(min): 10 Lag Time(hrs): 0 PROPOSED ROADWAY SECTION --------Class: Basin -------- Basin: BE -5 Node: NE -5 Group: SYS -E Unit Hydrograph: UR256 Rainfall File: Rainfall Amount(in): 0 Area(ac): 1.78 Curve 1: 86 DCIA(%): 56.92 Status: On Site Type: SCS Unit Hydr Peak Factor: 256 Storm Duration(hrs): 0 Concentration Time(min): 10 Lag Time(hrs): 0 PROPOSED ROADWAY SECTION --------Class: Basin -------- Basin: BE -9 Node: NE -9 Group: SYS -E Unit Hydrograph: U9256 Rainfall File: Rainfall Amount(in): 0 Area(ac): 1.19 Curve 1: 86 DCIA(%): 56.92 Status: On Site Type: SCS Unit Hydr Peak Factor: 256 Storm Duration(hrs): 0 Concentration Time(min): 10 Lag Time(hrs): 0 PROPOSED ROADWAY SECTION Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [15) Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) xxxxxxxxxx Input Report xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx --------Class: Basin - - - Basin: BPOND-E Node: NSYSEP Status: On Site Type: SCS Unit Hydr Group: SYS -E Unit Hydrograph: UH256 Peak Factor: 256 Rainfall File: Storm Duration(hrs): 24 Rainfall Amount(in): 0 Area(ac): 10.35 Concentration Time(min): 10 Curve #: 83.47 Lag Time(hrs): 0 OCIA(%): 70 PROPOSED SYSTEM °E" AT CITY OF SEBASTIAN --------Class: Basin ----------------------------------------------------- Basin: BS39 Node: NS39P Status: On Site Type: SCS Unit Hydr Group: SYS -E Unit Hydrograph: UH256 Peak Factor: 256 Rainfall File: Storm Duration(hrs): 24 Rainfall Amount(in): 0 Area(ac): 2.26 Concentration Time(min): 10 Curve #: 83.47 Lag Time(hrs): 0 DCIA(%): 0 CHURCH @ SEBASTIAN --------Class: Basin ----------------------------------------------------- Basin: BS45D Node: NE -2U Status: On Site Type: SCS Unit Hydr Group: SYS -E Unit Hydrograph: UH256 Peak Factor: 256 Rainfall File: Storm Duration(hrs): 24 Rainfall Amount(in): 0 Area(ac): 0.84 Concentration Time(min): 10 Curve #: 86 Lag Time(hrs): 0 DCIA(%): 0 CR -512 @ SEBASTIAN (RETROFITTED AREA) --------Class: Basin --------- Basin: B845D Node: NS45U Group: SYS -E Unit Hydrograph: UH256 Rainfall File: Rainfall Amount(in): 0 Area(ac): 0.51 Curve #: 86 DCIA(%): 0 Status: On Site Type: SCS Unit Hydr Peak Factor: 256 Storm Duration(hrs): 24 Concentration Time(min): 10 Lag Time(hrs): 0 CR -512 @ SEBASTIAN (RETROFITTED AREA) 5 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [161 Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) kkkkkk}kkk Input Report k!**}k*##**k#*#kk}*kk#kkk#kkkk#*kk}***}k*k#*k**k}*##k#kk --------Class: Basin ------------------------------------------------------------ Basin: BS46U Node: NS46U Status: On Site Type: SCS Unit Hydr Group: SYS -E Unit Hydrograph: UH256 Peak Factor: 256 Rainfall File: Storm Duration(hrs): 24 Rainfall Amount(in): 0 Area(ac): 0.34 Concentration Time(mim): 10 Curve p: 86 Lag Time(hrs): 0 DCIA(%): 0 CR -512 @ SEBASTIAN (RETROFITTED AREA) --------Class: Basin -------- Basin: BS47 Node: NS47 Group: SYS -E Unit Hydrograph: 08256 Rainfall File: Rainfall Amount(in): 0 Area(ac): 1.59 Curve 4: 86 DCIA(%): 0 Status: On Site Type: SCS Unit Hydr Peak Factor: 256 Storm Duration(hrs): 24 Concentration Time(min): 15.25 Lag Time(hrs): 0 CR -512 @ SEBASTIAN (RETROFITTED AREA) --------Class: Basin --------- Basin: BS49U Node: NS49U Group: SYS -E Unit Hydrograph: UH256 Rainfall File: Rainfall Amouat(in): 0 Area(ac): 1.39 Curve #: 86 DCIA(%): 0 Status: On Site Type: SCS Unit Hydr Peak Factor: 256 Storm Duration(hrs): 24 Concentration Time(min): 12.84 Lag Time(hrs): 0 CR -512 @ SEBASTIAN (RETROFITTED AREA) --------Class: Basin --------- Basin: BSTRAIT Node: NLACU Group: SYS -E Unit Hydrograph: UH256 Rainfall File: Rainfall Amount(in): 0 Area(ac): 4.72 Curve @: 90 DCIA($): 0 Status: On Site Type: SCS Unit Hydr Peak Factor: 256 Storm Duration(hrs): 24 Concentration Time(min): 52.19 Lag Time(hrs): 0 CITY OF SEBASTIAN @ CR -512 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [17] Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) xtrxztxxzx Input Report xtzzxxzttxxztxzttzttxxtxtxzxzttxzxtttxtttxttxttxxtxxzzxz --------Class: Basin - -------------------------- - Basin: BSYS-FP Node: NSYSFP Status: On Site Type: SCS Unit Hydr Group: SYS -E Unit Hydragraph: 08256 Peak Factor: 256 Rainfall File: Storm Duration(hrs): 24 Rainfall Amount(in): 0 Area(ac): 4.77 Concentration Time(min): 25.39 Curve 1: 87.8 Lag Time(hrs): 0 DCIA($): 0 CR -512 @ SEBASTIAN --------Class: Basin ----------- Basin: BWINDX Node: NWINDXP Group: SYS -E Unit Hydrograph: UR256 Rainfall File: Rainfall Amount(in): 0 Area(ac): 9.36 Curve p: 94.72 DCIA($): 0 WINN DIXIE --------Class: P Status: On Site Type: SCS Unit Hydr Peak Factor: 256 Storm Duration(brs): 256 Concentration Time(min): 10 Lag Time(hrs): 0 Name: RP -1 From Node: NP -1 Length(ft): 135 Group: 512-R/W To Node: NS4U Count: I UPSTREAM DOWNSTREAM Equation: Average X Geometry: Circular Circular Flow: Both Span(in): 24 24 Entrance Loss Coef: 0.5 Rise(in): 24 24 Exit Loss Coef: 0.7 Invert(ft): 16.25 16 Bend Loss Coef: 0.15 Nanning's N: 0.013 0.013 Outlet Cntrl Spec: Use do or tw Top Clip(in): 0 0 Inlet Cotrl Spec: Use do Bottom Clip(in): 0 0 Stabiliser Option: None Upstream FHWA Inlet Edge Description: Circular: Rough tapered inlet throat 54 2 Downstream FHWA Inlet Edge Description: Circular CMP: Mitered to slope 2 2 PROPOSED EXTENSION OF DROP STRUCTURE OF DNS53P Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [18] r Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) xxxxxxxxxx Input Report xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx --------Class: Pipe --------------------------------------------------------- Name: RPRIV From Node: HRIVU Length(ft): 42 Group: 512-R/W To Node: NRIVD Count: 1 UPSTREAM DOWNSTREAM Equation: Average N Geometry: Nor Ellipse Hor Ellipse Flow: Both Span(in): 38 38 Entrance Loss Coef: 0.5 Rise(in): 24 24 Exit Loss Coef: 0.5 Invert(ft): 14.65 14.42 Bend Loss Coef: 0 Manning's N: 0.013 0.013 Outlet Cotrl Spec: Use do or tr Top Clip(in): 0 0 Inlet Cntrl Spec: Use do Bottom Clip(in): 0 0 Stabiliser Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall 29 1 Downstream FBNA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall 29 1 RIVIERA AVE. --------Class: Name: RPS4A From Node: N84U Length(ft): 110 Group: 512-R/W To Node: NE -4 Count: 1 UPSTREAM DOWNSTREAM Equation: Average E Geometry: Nor Ellipse Nor Ellipse Flow: Both Span(in): 53 53 Entrance Loss Coef: 0.5 Rise(in): 34 34 Exit Loss Coef: 0.5 Invert(ft): 13.5 13.2 Bend Loss Coef: 0 Manning's N: 0.013 0.013 Outlet Catrl Spec: Use do or tw Top Clip(in): 0 0 Inlet Cntrl Spec: Use do Bottom Clip(in): 0 9.72 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall 29 1 Downstream FHWA Inlet Edge Description: Elliptical Inlet Face: Tapered inlet -square edges 55 2 PROPOSED NEW PIPE SECTION, CR -512 0 STA. 316+11 ,r Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [19] Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) xxxxxxxxxx Input Report xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx --------Class: Pipe ------------------------------------------------------------- Name: RPS4B From Node: NE -4 Length(ft): 36 Group: 512-R/W To Node: NP -2 Count: 1 UPSTREAM DOWNSTREAM Equation: Average E Geometry: Nor Ellipse Nor Ellipse Flow: Bath Span(in): 53 53 Entrance Loss Coef: 0.5 Rise(in): 34 34 Exit Loss Coef: 0.5 Invert(ft): 13.15 12.9 Bend Loss Coef: 0 Manning's N: 0.013 0.013 Outlet Cntrl Spec: Use do or tw Top Clip(in): 0 0 Inlet Cntrl Spec: Use do Bottom Clip(in): 9.72 0 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Elliptical Inlet Face: Tapered inlet -square edges 55 2 Downstream FHWA Inlet Edge Description: Elliptical Inlet Face: Tapered inlet -square edges 55 2 PROPOSED NEW PIPE SECTION, CR -512 @ STA. 318+11 --------Class: Pipe ---------------------------------------------- Name: RPS4C From Node: NP -2 Length(ft): 38 Group: 512-R/W To Node: NS4D Count: 1 UPSTREAM DOWNSTREAM Equation: Average E Geometry: Nor Ellipse Nor Ellipse Flow: Both Span(in): 53 53 Entrance Loss Coef: 0.5 Rise(in): 34 34 Exit Loss Coef: 0.5 Invert(ft): 12.75 12.54 Bend Loss Coef: 0.61 Manning's N: 0.013 0.013 Outlet Catrl Spec: Use do or tw Top Clip(in): 0 0 Inlet Cutrl Spec: Use do Bottom Clip(in): 0 0 Stabilizer Option: None Upstream FRWA Inlet Edge Description: Elliptical Inlet Face: Tapered inlet -square edges 55 2 Downstream FEWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall 29 1 PROPOSED NEW PIPE SECTION, CR -512 @ STA. 318+11 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [20] Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) xxxxxxxxxx Input Report xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx --------Class: Pipe ---------------------------------------------- Name: RPE -24 From Node: NE -24 Length(ft): 166 Group: BASE To Node: SPBNDRY Count: I UPSTREAM DOWNSTREAM Equation: Average E Geometry: Circular Circular Flow: Both Span(in): 36 36 Entrance Loss Coef: 0.5 Rise(in): 36 36 Exit Loss Coef: 0.7 Invert(ft): 10 9.5 Bend Loss Coef: 0 Manning's N: 0.013 0.013 Outlet Cutrl Spec: Use do or tv Top Clip(in): 0 0 Inlet Cntrl Spec: Use do Bottom Clip(in): 0 0 Stabiliser Option: None Upstream FHWA Inlet Edge Description: Circular: Rough tapered inlet throat 54 2 Downstream FHWA Inlet Edge Description: Circular CMP: Mitered to slope 2 2 DROP STRUCTURE EXTENSION OF SYSTEM -E --------Class: Pipe -------------------------------------------------------- Name: RPSSSI From Node: NSSSIU Length(ft): 30 Group: BASE To Node: NSSSID Count: 1 UPSTREAM DOWNSTREAM Equation: Average N Geometry: Circular Circular Flow: Both Span(in): 36 36 Entrance Loss Coef: 0.4 Rise(in): 36 36 Exit Loss Coef: 0.4 Invert(ft):'10.2 10.2 Bend Loss Coef: 0 Manning's N: 0.022 0.022 Outlet Cntrl Spec: Use do or tw Top Clip(in): 0 0 Inlet Cntrl Spec: Use do Bottom Clip(in): 0 0 Stabilizer option: None Upstream FEWA Inlet Edge Description: Circular CHP: Headwall 2 1 Downstream FHWA Inlet Edge Description: Circular CHP: Headwall 2 1 BLUE ISLAND ST. NORTHBOUND Advanced Interconnected Channel R Pond Routing (ICPR Ver 2.10) [211 Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) xxxxxxxxxx Input Report+:xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx --------Class: Pipe ------------------------------------------------------- Name: RPSSS2 From Node: NSSSID Length(ft): 36 Group: BASE To Node: NSSS Count: 1 Both UPSTREAM DOWNSTREAM Equation: Average K Geometry: Circular Circular Flow: Both Span(in): 36 36 Entrance Loss Coef: 0.4 Rise(in): 36 36 Exit Loss Coef: 0.4 Iovert(ft): 10.06 10.06 Bend Loss Coef: 0 Manning's N: 0.022 0.022 Outlet Catrl Spec: Use do or tw Top Clip(in): 0 0 Inlet Cntrl Spec: Use do Bottom Clip(in): 0 0 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Headwall Downstream FHWA Inlet Edge Description: Circular CMP: Headwall BLUE ISLAND ST. SOUTHBOUND --------Class: Pipe ---------------------------- Name: RPSSS3 From Node: NSSS Group: BASE To Node: NSSS3D Z 1 2 1 ----------------------------- Length(ft): 140 Count: I UPSTREAM DOWNSTREAM Equation: Average N Geometry: Circular Circular Flow: Both Span(in): 36 36 Entrance Loss Coef: o.5 Rise(in): 36 36 Exit Loss Coef: 0.5 Invert(ft): 4.5 3.4 Bend Loss Coef: 0.61 Manning's N: 0.013 0.013 Outlet Cntrl Spec: Use do or tw Top Clip(in): 0 0 Inlet Cntrl Spec: Use do Bottom Clip(in): 0 0 Stabiliser Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall 1 1 Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall 1 1 RIVER OAK DRIVE Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [22] Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) ********** Input Report ass+a*************************************************** --------Class: Pipe ------------------------------------------------------------- Kale: RPE12-15 From Node: RE -12 Length(ft): 330 Group: SYS -E To Node: NE -15 Count: 1 UPSTREAM UPSTREAM DOWNSTREAM Equation: Average K Geometry: Circular Circular Flow: Both Span(in): 48 48 Entrance Loss Coef: 0.5 Rise(in): 48 48 Exit Loss Coef: 0.5 Invert(ft): 6.7 5.55 Bend Loss Coef: 0 Manning's N: 0.013 0.013 Outlet Cotrl Spec: Use do or tw Top Clip(in): 0 0 Inlet Cntrl Spec: Use do Bottom Clip(in): 0 0 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular: Rough tapered inlet throat 54 2 Downstream FHWA Inlet Edge Description: Circular: Rough tapered inlet throat 54 2 PROPOSED NEW PIPE SECTION OF MAIN TRUNK LINE --------Class: Pipe ------------------------------------------- Name: RPEIS-16 From Node: NE -15 Length(ft): 316 Group: SYS -E To Node: NE -16 Count: 1 UPSTREAM DOWNSTREAM Equation: Average R Geometry: Circular Circular Flow: Both Span(in): 48 48 Entrance Loss Coef: 0.5 Rise(in): 48 48 Exit Loss Coef: 0.5 Invert(ft): 5.55 4.35 Bend Loss Coef: 0.7 Manning's N: 0.013 0.013 Outlet Cntrl Spec: Use do or tw Top Clip(in): 0 0 Inlet Cntrl Spec: Use do Bottom Clip(in): 0 0 Stabilizer option: None Upstream FHWA Inlet Edge Description: Circular: Rough tapered inlet throat 54 2 Downstream FHWA Inlet Edge Description: Circular: Rough tapered inlet throat 54 2 PROPOSED NEW PIPE SECTION OF MAIN TRUNK LINE Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) (23) Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) x�rx+s: Input Report --------Class: Pipe ------------------------------------------------------------- Name: EPE16-17 From Node: NE -16 Length(ft): 100 Group: SYS -E To Node: NE -17 Count: 1 UPSTREAM DOWNSTREAM Equation: Average K Geometry: Circular Circular Flow: Both Span(in): 54 54 Entrance Loss Coef: 0.5 Rise(in): 54 54 Exit Loss Coef: 0.5 Invert(ft): 3.81 3.31 Bend Loss Coef: 0 Manning's N: 0.013 0.013 Outlet Cutrl Spec: Use do or tw Top Clip(in): 0 0 Inlet Cntrl Spec: Use do Bottom Clip(in): 0 0 Stabiliser Option: None Upstream FHWA Inlet Edge Description: Circular: Rough tapered inlet throat 54 2 Downstream FHWA Inlet Edge Description: Circular: Rough tapered inlet throat 54 2 PROPOSED NEW PIPE SECTION OF MAIN TRUNK LINE -------Class: Pipe ------------------------------------------- Name: RPE17 From Node: NE -17 Length(ft): 57 Group: SYS -E To Node: NSYSEP Count: 1 UPSTREAM DOWNSTREAM Equation: Average N Geometry: Circular Circular Flow: Both Span(in): 54 54 Entrance Loss Coef: 0.5 Rise(in): 54 54 Exit Loss Coef: 0.5 Invert(ft): 3.31 3.25 Bend Loss Coef: 0 Manning's H: 0.013 0.013 Outlet Cntrl Spec: Use.dn or tw Top Clip(in): 0 0 Inlet Cntrl Spec: Use do Bottom Clip(in): 0 0 Stabiliser option: None Upstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat 54 1 Downstream FHWA Inlet Edge Description: Circular CMP: Mitered to slope 2 2 PROPOSED DISCHARGE OF MAIN TRUNK LINE 4 , Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [24] Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) #*kk*#*k k* Input Report#######k##k#*##**k**kk##*k##*####kk#k*##kk##kk##kk##*#k# --------Class: Pipe ------------------------------------------------------------- Name: RPE18-17 From Node: NE -18 Length(ft): 171 Group: SYS -E To Node: NE -17 Count: 1 UPSTREAM DOWNSTREAM Equation: Average K Geometry: Circular Circular Flow: Both Span(in): 18 18 Entrance Loss Coef: 0.5 Rise(in): 18 18 Exit Loss Coef: 0.5 Invert(ft): 14 13.69 Bend Loss Coef: 0.7 Manning's N: 0.013 0.013 Outlet Catrl Spec: Use do or tw Top Clip(in): 0 0 Inlet Cntrl Spec: Use do Bottom Clip(in): 0 0 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular: Rough tapered inlet throat 54 2 Downstream FHWA Inlet Edge Description: Circular: Rough tapered inlet throat 54 2 PROPOSED E%TENSION OF DROP STRUCTURE OF DNS39P --------Class: Pipe ------------------------------------------ Name: RPE2 From Node: NE -2U Length(ft): 197 Group: SYS -E To Node: NE -2 Count: I UPSTREAM DOWNSTREAM Equation: Average E Geometry: Circular Circular Flow: Both Span(in): 36 36 Entrance Loss Coef: 0.7 Rise(in): 36 36 Exit Loss Coef: 0.5 Invert(ft): 16.36 15.7 Bend Loss Coef: 0.16 Manning's N: 0.013 0.013 Outlet Catrl Spec: Use do or tw Top Clip(in): 0 0 Inlet Cntrl Spec: Use do Bottom Clip(in): 0 0 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Mitered to slope 2 2 Downstream FHWA Inlet Edge Description: Circular: Rough tapered inlet throat 54 2 PROPOSED NEW PIPE SECTION OF MAIN TRUNK LINE Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [25] Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) xxxxxxxxxx Input Report xxxxxxxxxxxxxxxxx�xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx --------Class: Pipe ------------------------------------------ Name: RPE2-3 From Node: NE -2 Length(ft): 274 Group: SYS -E To Node: NE -3 Count: 1 UPSTREAM DOWNSTREAM Equation: Average N Geometry: Bor Ellipse Nor Ellipse Flow: Both Span(in): 53 53 Entrance Loss Coef: 0.5 Rise(in): 34 34 Exit Lass Coef: 0.5 Invert(ft): 14.37 13.71 Bend Loss Coef: 0.22 Manning's N: 0.013 0.013 Outlet Cntrl Spec: Use do or tw Top Clip(in): 0 0 Inlet Cntrl Spec: Use do Bottom Clip(in): 0 0 Stabiliser Option: None Upstream FBWA Inlet Edge Description: Elliptical Inlet Face: Tapered inlet -square edges 55 2 Downstream FBWA Inlet Edge Description: Elliptical Inlet Face: Tapered inlet -square edges 55 2 PROPOSED NEW PIPE SECTION OF MAIN TRUNK LINE --------Class: Pipe ------------------------------------------------------------- Name: RPE3-5 From Node: NE -3 Length(ft): 320 Group: SYS -E To Node: NE -5 Count: 2 UPSTREAM DOWNSTREAM Equation: Average N Geometry: Sur Ellipse Bor Ellipse Flow: Both Span(in): 38 38 Entrance Loss Coef: 0.5 Rise(in): 24 24 Exit Loss Coef: 0.5 Invert(ft): 13 11.4 Bend Loss Coef: 0 Manning's N: 0.013 0.013 Outlet Cntrl Spec: Use do or tw Top Clip(in): 0 0 Inlet Cntrl Spec: Use do Bottom Clip(in): 0 0 Stabilizer Option: None Upstream FBWA Inlet Edge Description: Elliptical Inlet Face: Tapered inlet -square edges 55 2 Downstream FBWA Inlet Edge Description: Elliptical Inlet Face: Tapered inlet -square edges 55 2 PROPOSED NEW PIPE SECTION OF MAIN TRUNK LINE Advanced Interconnected Channel 6 Pond Routing (ICPR Ver 2.10) [26] Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) kkkkkkk kkk Input Report kkkkkkkkkk*kkkkkk kkkkkkkkkkkkkkkkkkkk!#lkkkkkk#kkkkkkkkk --------Class: Pipe ------------------------------------------------------------- Name: RPES-8 From Node: NE -5 Length(ft): 319 Group: SYS -E To Node: NE -8 Count: 2 UPSTREAM DOWNSTREAM Equation: Average R Geometry: Circular Circular Flow: Both Span(in): 36 36 Entrance Loss Coef: 0.5 Rise(in): 36 36 Exit Loss Coef: 0.5 Invert(ft): 10.38 9.58 Bend Loss Coef: 0.15 Manning's N: 0.013 0.013 Outlet Cotrl Spec: Use do or tw Top Clip(in): 0 0 Inlet Cntrl Spec: Use do Bottom Clip(in): 0 0 Stabilizer Option: None Upstream FBWA Inlet Edge Description: Circular: Rough tapered inlet throat 54 2 Downstream FBWA Inlet Edge Description: Circular: Rough tapered inlet throat 54 2 PROPOSED NEW PIPE SECTION OF MAIN TRUNK LINE --------Class: Pipe -------------------------------------------------------- Name: RPE8-9 From Node: NE -8 Length(ft): 375 Group: SYS -E To Node: NE -9 Count: 1 UPSTREAM DOWNSTREAM Equation: Average K Geometry: Circular Circular Flow: Both Span(in): 48 48 Entrance Loss Coef: 0.5 Rise(in): 48 48 Exit Loss Coef: 0.5 Invert(ft): 8.49 7.54 Bend Loss Coef: 0 Manning's W: 0.013 0.013 Outlet Cutrl Spec: Use do or tw Top Clip(in): 0 0 Inlet Cntrl Spec: Use do Bottom Clip(in): 0 0 Stabilizer Option: None Upstream FEWA Inlet Edge Description: Circular: Rough tapered inlet throat 54 2 Downstream PEWA Inlet Edge Description: Circular: Rough tapered inlet throat 54 2 PROPOSED NEW PIPE SECTION OF MAIN TRUNK LINE Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [27] Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) kkkkkkkkkk Input Report kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkktk kkkkkk kkkkkkk --------Class: Pipe ------------------------------------------------------------- Name: RPE9-12 From Node: NE -9 Length(ft): 281 Group; SYS -E To Node: NE -12 Count: 1 Geometry: UPSTREAM DOWNSTREAM Equation: Average K Geometry: Circular Circular Flow: Both Span(in): 48 48 Entrance Loss Coef: 0.5 Rise(in): 48 48 Exit Loss Coef: 0.5 Invert(ft): 7.54 6.7 Bend Loss Coef: 0 Manning's H: Top Clip(in): 0.013 0 0.013 Outlet Cntrl Spec: Use do or tw Bottom Clip(in): 0 0 0 Inlet Cntrl Spec: Use do Stabilizer Option: None Upstream FHWA.Inlet Edge Description: Circular: Rough tapered inlet throat 54 2 Downstream FHWA Inlet Edge Description: Circular: Rough tapered inlet throat 54 2 PROPOSED NEW PIPE SECTION OF MAIN TRUNK LINE --------Class: Pipe ------------------------------------------- Name: RPLAC From Node: NLACU Length(ft): 128 Group: SYS -E To Node: NLACD Count: 1 Geometry: UPSTREAM Circular DOWNSTREAM Circular Equation: Average K Span(in): 30 30 Flow: Entrance Loss Coef: Both 0.7 Rise(in): 30 30 Exit Loss Coef: 0.7 Invert(ft): 17.93 17.85 Bend Loss Coef: 0 Manning's N: Top Clip(in): 0.013 0 0.013 Outlet Cntrl Spec: Use do or tw Bottom Clip(in): 0 0 0 Inlet Cntrl Spec: Use do Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Mitered to slope 2 2 Downstream FEWA Inlet Edge Description: Circular CMP: Mitered to slope 2 2 LACONIA ST. Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [28] Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) ********** Input Report ****************ora+x+sa+axxa�xxzxs +*xaxxatxaseaaaa --------Class: Pipe ----------------------------------------------- Name: RPS45 From Node: NS45U Length(ft): 95 Group: SYS -E To Node: US45D Count: 1 UPSTREAM DOWNSTREAM Equation: Average K Geometry: Circular Circular Flow: Both Span(in): 36 36 Entrance Loss Coef: 0.7 Rise(in): 36 36 Exit Lass Coef: 0.7 Invert(ft): 17.18 17.04 Bend Loss Coef: 0 Manning's N: 0.013 0.013 Outlet Cutrl Spec: Use do or tw Top Clip(in): 0 0 Inlet Cntrl Spec: Use do Bottom Clip(in): 0 0 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Mitered to slope 2 2 Downstream FHWA Inlet Edge Description: Circular CMP: Mitered to slope 2 2 SEBASTIAN LAKES DRIVEWAY --------Class: Pipe ------------------------------------------------------------- Name: RPS46 From Node: NS46U Length(ft): 50 Group: SYS -E To Node: NS46D Count: 1 UPSTREAM DOWNSTREAM Equation: Average K Geometry: Circular Circular Flow: Both Span(in): 36 36 Entrance Loss Coef: 0.7 Rise(in): 36 36 Exit Loss Coef: 0.7 Invert(ft): 17.24 17.16 Bend Loss Coef: 0 Manning's N: 0.013 0.013 Outlet Cntrl Spec: Use do or tw Top Clip(in): 0 0 Inlet Cntrl Spec: Use do Bottom Clip(in): 0 0 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular CMP: Mitered to slope 2 2 Downstream FHWA Inlet Edge Description: Circular CMP: Mitered to slope 2 2 LIBRARY DRIVEWAY Advanced Interconnected Channel A Pond Routing (ICPR Ver 2.10) [29) Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) xxxxxxxxxx Input Report xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx --------Class: Pipe ------------------------------------------------------------- Name: RPS49 From Node: NS49U Length(ft): 136 Group: SYS -E To Node: NS49D Count: 1 0.027 UPSTREAM DOWNSTREAM Equation: Average K Geometry: Nor Ellipse Hor Ellipse Flow: Both Span(in); 38 38 Entrance Loss Coef: 0.7 Rise(in): 24 24 Exit Loss Coef: 0.7 Invert(ft): 17.48 17.44 Bend Loss Coef: 0 Mannings N: 0.013 0.013 Outlet Cntrl Spec: Use do or tw Top Clip(in): 0 0 Inlet Cntrl Spec: Use do Bottom Clip(in): 0 0 Stabilizer Option: None Upstream PUNA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall 29 1 Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall 29 1 ROSELAND RD. --------Class: Channel ------------------------------------------------ Name: RCB1 From Node: H34D Length(ft): 360 Group: 512-R/W To Node: NBLOSSD Count: I UPSTREAM DOWNSTREAM Geometry: Trapezoidal Trapezoidal Invert(ft): 12.54 12.15 TOB(ft): 19.59 16.99 Manning's N: 0.027 0.027 TClip(ft): 0 0 BClip(ft): 0 0 Main %sec: AxEll(ft): Aux Ksecl: AxE12(ft): Aux Ksec2: TWidtb(ft): Depth(ft): BWidth(ft): 6 6 LSdSlp(h/v): 3 3 RSdSlp(b/v): 3 3 Equation: Gen Mean Frc Sip Flow: Both Eddy Contrac Coef: 0.1 Eddy Expans Coef: 0.4 Entrance Loss Coef: 0.5 Exit Loss Coef: 0.35 Outlet Cntrl Spec: Use do or tw Inlet Cntrl Spec: Use do Stabilizer Option: None PROPPOSED DRAINAGE DITCH @ STA. 316+00 (LT) Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [301 Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) kk*k4kkkkk Input Report*k#k#k*#*kk##*##**kkkk4##*kk##*##kkkkk4#kkkk#k##4kk#kkkk --------Class: Channel ---------------------------------------------------------- Name: RCBLSI From Node: NRIVD Length(ft): 835 Group: 512-R/W To Node: NBLOSSU Count: 1 UPSTREAM DOWNSTREAM Geo Mean Pre SIP 13.63 Geometry: Trapezoidal Trapezoidal Equation: Geo Mean Frc SIP Invert(ft): 14.42 15.6 Flow: Both TOB(ft): 21 21 Eddy Contrac Coef: 0.1 Manning's N: 0.045 0.045 Eddy Expans Coef: 0.3 TClip(ft): 0 0 Entrance Loss Coef: 0 BClip(ft): 0 0 Exit Loss Coef: 0.7 Main Esec: Outlet Cntrl Spec: Use do or tw AxEll(ft): Inlet Cntrl Spec: Use do Aux %secl: Stabilizer Option: None AxE12(ft): Aux Esec2: TWidth(ft): Depth(ft): BWidth(ft): 1 1 LSdSlp(h/v): 3 3 RSdSlp(h/v): 3 3 BLOSSOM BITCH (CR -505 @ HIGHLANDS) --------Class: Channel Name: RCBLS2 Group: 512-R/W UPSTREAM Geometry: Irregular Invert(ft): 15.6 TOB(ft): 23.22 Manning's N: 0 TClip(ft): 0 BClip(ft): 0 Main %sec: ESTA340 AxEll(ft): 0 Aur Esecl: AxE12(ft): 0 Aux %sect: TWidth(ft): 0 Depth(ft): BWidth(ft): LSdSlp(h/v): RSdSlp(h/v): From Node: NBLOSSU Length(ft): 1663 To Node: NS44D Count: 1 BLOSSOM DITCH DOWNSTREAM Irregular Equation: Geo Mean Pre SIP 13.63 Flow: Both 20.07 Eddy Contrac Coef: 0.1 0 Eddy Expans Coef: 0.3 0 Entrance Loss Coef: 0 0 Exit Loss Coef: 0 XSTA326 Outlet Cntrl Spec: Use do or tw 0 Inlet Cotrl Spec: Use do Stabilizer Option: None 0 0 4 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [31] Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) srxxxtatxx Input Report aaxxax+z tea:oat+x:a+xsaki++ax+txa+x+*a+ataatxaxax+x: --------Class: Channel ---------------------------------------------------------- Name: RCBLS3-4 From Node: NS44D Length(ft): 1193 Group: 512-R/W To Node: NBLOSSD Count: I UPSTREAM DOWNSTREAM Geometry: Irregular Irregular Equation: Geo Mean Frc SIP Invert(ft): 13.63 12.15 Flow: Both TOB(ft): 20.07 19.69 Eddy Contrac Coef: 0.1 Manning's N: 0 0 Eddy Expans Coef: 0.3 TClip(ft): 0 0 Entrance Loss Coef: 0 BClip(ft): 0 0 Exit Loss Coef: 1 Main Xsec: XSTA326 XSTA318 Outlet Catrl Spec: Use do or tw AXEII(ft): 0 0 Inlet Cntrl Spec: Use do Aux Xsecl: Stabilizer Option: None AxE12(ft): 0 0 Aux Xsec2: TWidth(ft): 0 0 Depth(ft): BWidth(ft): LSdSlp(h/v): RSdSlp(h/v): BLOSSOM DITCH & SAN SEBASTIAN SPRINGS --------Class: Channel ---------------------------------------------------- Name: RCRPCSE From Node: NROSED Length(ft): 414 Group: 512-R/W To Node: NS4U Count: 1 UPSTREAM DOWNSTREAM Geometry: Irregular Irregular Equation: Geo Mean Pre SIP Invert(ft): 15.89 13.5 Flow: Both TOB(ft): 20.3 21.34 Eddy Contrac Coef: 0.1 Manning's N: 0 0 Eddy Expans Coef: 0.3 TClip(ft): 0 0 Entrance Loss Coef: 0 BClip(ft): 0 0 Exit Loss Coef: 0 Main Xsec: XCROSE XCROSE Outlet Cntrl Spec: Use do or tw AxEll(ft): 0 0 Inlet Cmtrl Spec: Use do Aux Xsecl: Stabilizer Option: None AxE12(ft): 0 0 Aux Xsec2: TWidth(ft): 0 0 Depth(ft): BWidth(ft): LSdSlp(h/v): RSdSlp(h/v): DITCH CROSSING STA.318+11 @ ROSELAND ACRES Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [32] Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) *kkkx*x*kx Input Report x****k*kkxkkkkx**k*kkkx****xxkkx*kkxk**xkkxx***kkk***k*x --------Class: Channel ---------------------------------------------------------- Name: RCSSSI From Node: NBLOSSD Length(ft): 430 Group: 512-R/W To Node: NSSSIU Count: 1 UPSTREAM DOWNSTREAM Group: BASE To Node: SPBNDRY Count: 1 Geometry: Irregular Irregular Equation: Geo Mean Frc Slp Invert(ft): 12.15 10.2 Flow: Both TOB(ft): 19 19 Eddy Contrac Coef: 0.1 Manning's N: 0 0 Eddy Expans Coef: 0.4 TClip(ft): 0 0 Entrance Loss Coef: 0.7 BClip(ft): 0 0 Exit Loss Coef: 0.35 Main Xsec: XSSS1 XSSS1 Outlet Cntrl Spec: Use do or tw AxEll(ft): 0 0 Inlet Cntrl Spec: Use do Aux Xsecl: Stabilizer Option: None AxE12(ft): 0 0 Stabilizer Option: None Aux Xsec2: TWidth(ft): 0 0 Depth(ft): BWidth(ft): LSdSlp(h/v): 8 RSdSlp(h/v): 3 SAN SEBASTIAN SPRINGS --------Class: Channel --------------------------------------------------- Name: RCSSS From Node: NSSS3D Length(ft): 250 Group: BASE To Node: SPBNDRY Count: 1 UPSTREAM DOWNSTREAM Geometry: Trapezoidal Trapezoidal Equation: Aver Conveyance Invert(ft): 6.3 2 Flow: Both TOB(ft): 10.5 10.5 Eddy Contrac Coef: 0.1 Manning's N: 0.03 0.03 Eddy Expans Coef: 0.3 TClip(ft): 0 0 Entrance Loss Coef: 0 BClip(ft): 0 0 Exit Loss Coef: 0 Main Xsec: Outlet Cntrl Spec: Use do or tw AxEll(ft): Inlet Cntrl Spec: Use do Aux Xsecl: Stabilizer Option: None AxE12(ft): Aux Xsec2: TWidth(ft): Depth(ft): BWidth(ft): 8 8 LSdSlp(h/v): 3 3 RSdSlp(h/v): 3 3 SAN SEBASTIAN SPRING & SOUTH PRONG R Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [33] Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) xxx+saac Input Reporta+xr*s+s*aaaa*as+xxaf+ataa+a:aa:+aa:xtt+axatxxx --------Class: Channel ---------------------------------------------------------- Name: RC45 From Node: NS46D Length(ft): 550 Group: SYS -E To Node: NS45U Count: 1 UPSTREAM DOWNSTREAM Group: SYS -E To Node: NS46U Count: 1 UPSTREAM Geometry: Trapezoidal Trapezoidal Equation: Geo Mean Frc Slp Invert(ft): 17.16 17.18 Geo Mean Frc Slp Flow: Both TOB(ft): 22 20 Eddy Contrac Coef: 0.1 Manning's N: 0.027 0.027 Eddy Expans Coef: 0.3 TClip(ft): 0 0 Entrance Loss Coef: 0 BClip(ft): 0 0 Exit Loss Coef: 0 Main %sec: Use do or tw Outlet Cntrl Spec: Use do or tw AxEll(ft): Aux %secl: Inlet Cntrl Spec: Use do Aux xsecl: Stabilizer Option: Nose AxE12(ft): TWidth(ft): Aux Esec2: Depth(ft): TWidth(ft): BWidth(ft): 1 1 Depth(ft): LSdSlp(h/v): 3 3 BWidth(ft): 1 1 LSdSlp(h/v): 3 3 RSdSip(h/v): 3 3 CR -512 @ LIBRAY & SEBASTIAN LAMES --------Class: Channel ---------------------------------------------------- Name: RC46 From Node: NS49D Length(ft): 520 Group: SYS -E To Node: NS46U Count: 1 UPSTREAM DOWNSTREAM Geometry: Trapezoidal Trapezoidal Equation: Geo Mean Frc Slp Invert(ft): 17.44 17.24 Flow: Both TOB(ft): 22 22 Eddy Contrac Coef: 0.1 Manning's N: 0.027 0.027 Eddy Expans Coef: 0.3 TClip(ft): 0 0 Entrance Loss Coef: 0 BClip(ft): 0 0 Exit Loss Coef: 0 Main %sec: Outlet Catrl Spec: Use do or tw AxEll(ft): Inlet Cntrl Spec: Use do Aux %secl: Stabilizer Option: None AxE12(ft): Aux %sect: TWidth(ft): Depth(ft): BWidth(ft): 1 1 LSdSlp(h/v): 3 3 RSdSlp(h/v): 3 3 CR -512 @ LIBRARY Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [34] ' Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) xx#xxxx#x# Input Report x###xxxxxx#xxx####xx##xxx#xxx##xxxxxxxx#xx#xxxx#xxx#x#x# --------Class: Channel ---------------------------------------------------------- Name: RC53 From Node: NS45D Length(ft): 440 Group: SYS -E To Node: NS4U Count: 1 UPSTREAM DOWNSTREAM Group: SYS -E To Node: NS49U Count: 1 UPSTREAM Geometry: Trapezoidal Trapezoidal Equation: Geo Mean Frc SIP Invert(ft): 17.04 16.36 Geo Mean Frc SIP Flow: Both TOB(ft): 21 19.5 Eddy Contrac Coef: 0.1 Manning's N: 0.027 0.027 Eddy Expans Coef: 0.3 TClip(f* 0 0 Entrance Loss Coef: 0 BClip(ft): 0 0 Exit Loss Coef: 0 Main Xsec: Use do or tw Outlet Catrl Spec: Use du or tw AXEII(ft): Aux Xsecl: Inlet Cutrl Spec: Use do Aux Xsecl: Stabilizer Option: None AxE12(ft): TWidth(ft): Aux Xsec2: Depth(ft): TWidth(ft): BWidth(ft): 1 I Depth(ft): LSdSlp(h/v): 3 3 BWidth(ft): 1 1 LSdSlp(h/v): 3 3 RSdSlp(h/v): 3 3 CR -512 @ SEBASTIAN LAKES --------Class: Channel ---------------------------------------------------- Name: RCWD From Node: NLACD Length(ft): 1004 Group: SYS -E To Node: NS49U Count: 1 UPSTREAM DOWNSTREAM Geometry: Trapezoidal Trapezoidal Equation: Geo Mean Frc SIP Invert(ft): 17.85 17.48 Flow: Both TOB(ft): 21 21 Eddy Contrac Coef: 0.1 Manning's N: 0.027 0.027 Eddy EXpaos Coef: 0.3 TClip(ft): 0 0 Entrance Loss Coef: 0 BClip(ft): 0 0 Exit Loss Coef: 0 Main Xsec: Outlet Cntrl Spec: Use do or tw AxEll(ft): Inlet Catrl Spec: Use do Aux Xsecl: Stabilizer Option: None AxE12(ft): Aux Xsec2: TWidth(ft): Depth(ft): BWidth(ft): 1 I LSdSlp(h/v): 3 3 RSdSlp(h/v): 3 3 CR -512 @ WINN DIXIE Advanced Interconnected Channel 0 Pond Routing (ICPR Ver 2.10) [35) Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) ####kk##kk Input Report --------Class: Weir ------------------------------------------------------------- Name: WRPRIV From Node: NRIVU Group: 512-R/W To Node: NRIVD Count: 1 Type: Paved Flow: Both Geometry: Rectangular Span(in): 600 Rise(in): 99999 Invert(ft): 18.98 Control Elev(ft): 18.98 TABLE Bottom Clip(in): 0 Top Clip(in): 0 Weir Discharge Coef: 3.1 Orifice Discharge Coef: 0.6 RIVIERA AVE. --------Class: Weir ------------------------- Name: WRPS4 From Node: NS4U Group: 512-R/W To Node: NS4D Count: 1 Type: Paved Flow: Both Geometry: Rectangular Span(in): 2400 Rise(in): 99999 Invert(ft): 19.69 Control Elev(ft): 19.69 TABLE Bottom Clip(io): 0 Top Clip(in): 0 Weir Discharge Coef: 3.1 Orifice Discharge Coef: 0.6 CR -512 @ STA. 316+11 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [361 ' Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) xx!*xxxkkx Input Report x#ix#x}*#***x##xxlfx#*x#xx#x**xffxx}kxklx!lxkt}lxxk*flfk --------Class: Weir ------------------------------------------------------------- Name: WRPSSSI From Node: NSSSID Group: BASE To Node: NSSSID Count: 1 Type: Paved Flow: Both Geometry: Rectangular Span(in): 600 Rise(in): 99999 Invert(ft): 17.27 Control Elev(ft): 17.27 TABLE Bottom Clip(iu): 0 Top Clip(in): 0 Weir Discharge Coef: 3.1 Orifice Discharge Coef: 0.6 BLUE ISLAND ST. NORTHBOUND --------Class: Weir ------------------------------------ Name: WRPSSS2 From Node: NSSSID Group: BASE To Node: NSSS Count: 1 Type: Paved Flow: Both Geometry: Rectangular Span(in): 600 Rise(in): 99999 Invert(ft): 15.62 Control Elev(ft): 15.62 TABLE Bottom Clip(in): 0 Top Clip(in): 0 Weir Discharge Coef: 3.1 Orifice Discharge Coef: 0.6 BLUE ISLAND ST. SOUTHBOUND Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [371 Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) tttttttttt Input Report tt"*ttttttttttttttttttt* a at tx ttxxaxtkaxa*t*+aae*aa --------Class: Weir------------------------------------------------------------ Name: WRPSSS3 From Node: NSSS Group: BASE To Node: NSSS3D Count: 1 Type: Paved Flow: Both Geometry: Rectangular Span(in): 1200 Rise(in): 99999 Invert(ft): 10.75 Control Elev(ft): 10.75 FV:I:IAO Bottom Clip(in): 0 Top Clip(in): 0 Weir Discharge Coef: 3.1 Orifice Discharge Coef: 0.6 RIVER OAK DR. --------Class: Weir -------------------------- Name: WNE-2U From Node: NE -2U Group: SYS -E To Node: NE -2 Count: 1 Type: Paved Flow: Both Geometry: Rectangular Span(in): 600 Rise(in): 99999 Invert(ft): 20.87 Control Elev(ft): 20.87 TABLE Bottom Clip(in): 0 Top Clip(in): 0 Weir Discharge Coef: 3.1 Orifice Discharge Coef: 0.62 PROPOSED NEW PIPE (RETROFITTED INTAKE) Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [38] ' Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) xxxxxxxxxx Input Report xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx --------Class: Weir------------------------------------------------------------ Name: WRPLAC From Node: NLACU Group: SYS -E To Node: NLACD Count: 1 Type: Paved Flow: Both Geometry: Rectangular Span(in): 360 Rise(in): 99999 Invert(ft): 22 Control Elev(ft): 22 TABLE Bottom Clip(in): 0 Top Clip(in): 0 Weir Discharge Coef: 3.1 Orifice Discharge Coef:.0.6 LACONIA ST. --------Class: Weir -------------------------- Name: WRPS45 From Node: NS45U Group: SYS -E To Node: NS45D Count: 1 Type: Paved Flow: Both Geometry: Rectangular Span(in): 600 Rise(in): 99999 Invert(ft): 20.99 Control Elev(ft): 20.99 TABLE Bottom Clip(in): 0 Top Clip(in): 0 Weir Discharge Coef: 3.1 Orifice Discharge Coef: 0.6 SEBASTIAN LAKES r Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) (39) Co'At 1995, Streamline Technologies, Inc. CR-512 @ SEBASTIAN POST-DEVELOPMENT (SYSTEM E) kk#}#k}kkk Input Report###}}}}}}kk*kkkk*k}k#kk**kk#k##}k*k*k*}k*kkk#kk}k}#*kkk# --------Class: Weir ------------------------------------------------------------- -liame: WRPS46 From Node: NS46U Group: SYS -E To Node: NS46D Lunt: 1 Type: Paved Flow: Both Geometry: Rectangular Span(in): 600 Rise(in): 99999 Invert(ft): 22.23 Control Elev(ft): 22.23 Bottom Clip(in): 0 Top Clip(in): 0 Jeir Discharge Coef: 3.1 Orifice Discharge Coef: 0.6 IIBEARY DRIVEWAY --------Class: Weir ------- Lame: _2RPS49 Group: SYS -E Cwmt: 1 Type: Paved Flaw: Both Spa(in): 600 Rise(in): 99999 Invert(ft): 21.95 Control Elev(ft): 21.95 _otto® Clip(in): 0 Top Clip(in): 0 leir Discharge Coef: 3.1 Orifice Discharge Coef: 0.6 10SELARD ROAD f CR -505) TABLE From Node: NS49U To Node: NS49D Geometry: Rectangular TABLE Advanced Interconnected Channel 6 Pond Routing (ICPR Ver 2.10) [1] Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) ********** Input Report: Drop Structures*****************x+++++++++++++++++++++ Name: DNROSEP From Node: NROSEP Lengtb(ft): 130 Group: 512-R/W To Node: NROSED Count: 1 Outlet Cntrl Spec: Use do or tw Inlet Cntrl Spec: Use du Upstream Geometry: Circular Downstream Geometry: Circular UPSTREAM DOWNSTREAM Span(in): 24 24 Rise(in): 24 24 Invert(ft): 15.3 15.89 Manning's N: 0.02 0.02 Top Clip(in): 0 0 Bottom Clip(in): 0 0 Entrance Loss Coef: 0.9 Flow: Both Exit Loss Coef: 1 Equation: Aver Conveyance Upstream FBWA Inlet Edge Description: Circular CMP: Projecting 2 3 Downstream FBWA Inlet Edge Description: Circular CMP: Projecting 2 3 ROSELAND ACRES *** Weir 1 of 1 for Drop Structure DNROSEP *** [TABLE] Count: 1 Bottom Clip(in): 0 Type: Mavis Top Clip(in): 0 Flow: Both Weir Discharge Coef: 3.2 Geometry: Circular Orifice Discharge Coef: 0.6 Span(in): 24 Invert(ft): 15.89 Rise(in): 24 Control Elev(ft): 15.89 -A r Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) 12] Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) ********** Input Report: Drop Structures *****************+******************** ------------------------- Name: DNS53P From Node: NS53P Length(ft): 30 Group: 512-R/W To Node: NP -1 Count: 1 Outlet Cntrl Spec: Use do or tw Inlet Cntrl Spec: Use do Upstream Geometry: Circular Downstream Geometry: Circular UPSTREAM DOWNSTREAM Span(in): 18 18 Rise(in): 18 18 Invert(ft): 17.27 16.75 Manning's N: 0.013 0.013 Top Clip(in): 0 0 Bottom Clip(in): 0 0 Entrance Loss Coef: 0.5 Flow: Both Exit Loss Coef: 0.7 Equation: Aver Conveyance Upstream FHWA Inlet Edge Description: Circular: Rough tapered inlet throat 54 2 Downstream FHWA Inlet Edge Description: Circular: Rough tapered inlet throat 54 2 SEBASTIAN LAKES *** Weir 1 of 2 for Drop Structure DNS53P *** [TABLE] Count: 1 Bottom Clip(ft): 0 Type: Mavis Top Clip(ft): 0 Flow: Both Weir Discharge Coef: 2.8 Geometry: Irregular Orifice Discharge Coef: 0.6 Cross Section: VNOTCH Control Elev(ft): 19.37 Invert(ft): 19.37 Structure Opening(ft): 4 *** Weir 2 of 2 for Drop Structure DNS53P *** [TABLE] Count: 2 Bottom Clip(in): 0 Type: Mavis Top Clip(in): 0 Flow: Both Weir Discharge Coef: 3.2 Geometry: Rectangular Orifice Discharge Coef: 0.6 Span(in): 6 Invert(ft): 17.9 Rise(in): 6 Control Elev(ft): 17.9 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [3] Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) ********** Input Report: Drop Structures *************************************** Name: DNE-23 From Node: NSYSEP Length(ft): 60 Group: BASE To Node: NE -24 Count: 1 Outlet Cntrl Spec: Use do or tw Inlet Cntrl Spec: Use do Upstream Geometry: Circular Downstream Geometry: Circular UPSTREAM DOWNSTREAM Span(in): 36 36 Rise(in): 36 36 Invert(ft): 11.1 11 Manning's N: 0.013 0.013 Top Clip(in): 0 0 Bottom Clip(in): 0 0 Entrance Loss Coef: 0.5 Flow: Both Exit Loss Coef: 0.5 Equation: Aver Conveyance Upstream FBWA Inlet Edge Description: Circular: Rough tapered inlet throat 54 2 Downstream FBWA Inlet Edge Description: Circular: Rough tapered inlet throat 54 2 CONTROL STRUCTURE FOR SYSTEM "E" *** Weir 1 of 3 for Drop Structure DNE-23 *** [TABLE] Count: 1 Bottom Clip(in): 0 Type: Horiz Top Clip(in): 0 Flow: Both Weir Discharge Coef: 3.1 Geometry: Rectangular Orifice Discharge Coef: 0.62 Span(in): 79 Invert(ft): 17 Rise(in): 36 Control Elev(ft): 17 *** Weir 2 of 3 for Drop Structure DNE-23 *** [TABLE] Count: 1 Bottom Clip(in): 0 Type: Mavis Top Clip(in): 0 Flow: Both Weir Discharge Coef: 3.1 Geometry: Rectangular Orifice Discharge Coef: 0.62 Span(in): 92 Invert(ft): 14.5 Rise(in): 99999 Control Elev(ft): 14.5 i V Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [4] Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) ********* Input Report: Drop Structures *************************************** *** Weir 3 of 3 for Drop Structure DNE-23 *** [TABLE] Count: 1 Bottom Clip(in): 0 Type: Mavis Top Clip(in): 0 Flow: Both Weir Discharge Coef: 3.1 Geometry: Circular Orifice Discharge Coef: 0.62 Span(in): 5.5 Rise(in): 5.5 Invert(ft): 13.5 Control Elev(ft): 13.5 Name: DNSSSP From Node: NSSSP Length(ft): 65 Group: BASE To Node: NSSS Count: 1 Outlet Cntrl Spec: Use do or tw Inlet Cntrl Spec: Use do Upstream Geometry: Circular Downstream Geometry: Circular UPSTREAM DOWNSTREAM Span(in): 18 18 Rise(in): 18 18 Invert(ft): 8.25 8 Manning's N: 0.013 0.013 Top Clip(in): 0 0 Bottom Clip(in): 0 0 Entrance Loss Coef: 0.5 Flow: Both Exit Loss Coef: 0.5 Equation: Aver Conveyance Upstream FHWA Inlet Edge Description: Circular: Smooth tapered inlet throat 54 1 Downstream FBWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall 1 I SAN SEBASTIAN SPRINGS *** Weir 1 of 3 for Drop Structure DNSSSP *** [TABLE] Count: 1 Bottom Clip(in): 0 Type: Horix Top Clip(in): 0 Flow: Both Weir Discharge Coef: 2.8 Geometry: Rectangular Orifice Discharge Coef: 0.6 Span(in): 54 Invert(ft): 11.75 Rise(in): 36 Control Elev(ft): 11.75 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [5] Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) *k******k* Input Report: Drop Structures klk*k*k*k**k******#***kk***kk**kk**k*** *** Weir 2 of 3 for Drop Structure DNSSSP kkk [TABLE] Count: I Bottom Clip(in): 0 Type: Mavis Top Clip(in): 0 Flow: Both Weir Discharge Coef: 3.2 Geometry: Rectangular Orifice Discharge Coef: 0.6 Span(in): 48 Rise(in): 9999 Invert(ft): 9 Control Blev(ft): 9 *** Weir 3 of 3 for Drop Structure DNSSSP k*k Count: 1 Bottom Clip(io): 0 Type: Mavis Top Clip(in): 0 Flow: Both Weir Discharge Coef: 3.1 Geometry: Circular Orifice Discharge Coef: 0.6 Span(in): 4 Rise(in): 4 Invert(ft): 8 Control Elev(ft): 8 (TABLE] Name: DF -1 From Node: NSYSFP Length(ft): 65 Group: SYS -E To Node: NE -3 Count: 1 Outlet Cntrl Spec: Use da or tw Upstream Geometry: Circular UPSTREAM Span(in): 18 Rise(in): 18 Invert(ft): 14.79 Manning's N: 0.013 Top Clip(in): 0 Bottom Clip(in): 0 Inlet Cntrl Spec: Use do Downstream Geometry: Circular DOWNSTREAM 18 18 14.54 0.013 0 0 Entrance Loss Coef: 0.5 Flow: Both Exit Loss Coef: 0.5 Equation: Aver Conveyance Upstream FBWA Inlet Edge Description: Circular: Smooth tapered inlet throat 54 1 Downstream FBWA Inlet Edge Description: Circular: Smooth tapered inlet throat 54 1 PROPOSED DROP STRUCTURE @ STA. 320+40 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [6] Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) ********** Input Report: Drop Structures ************************************+** *** Weir 1 of 1 for Drop Structure DF -1 *** [TABLE] Count: 1 Bottom Clip(in): 0 Type: Horiz Top Clip(in): 0 Flow: Both Weir Discharge Coef: 3.1 Geometry: Rectangular Orifice Discharge Coef: 0.6 Span(in): 37 Rise(in): 24 Invert(ft): 17 Control Elev(ft): 17 Name: DN839P From Node: NS39P Length(ft): 25 Group: SYS -E To Node: NE -18 Count: 1 Outlet Cutrl Spec: Use do or tw Inlet Cntrl Spec: Use do Upstream Geometry: Circular Downstream Geometry: Circular UPSTREAM DOWNSTREAM Span(in): 18 18 Rise(in): 18 18 Invert(ft): 15.1 14.5 Manning's N: 0.013 0.013 Top Clip(in): 0 0 Bottom Clip(in): 0 0 Entrance Loss Coef: 0.5 Flow: Both Exit Loss Coef: 0.7 Equation: Aver Conveyance Upstream FRWA Inlet Edge Description: Circular: Smooth tapered inlet throat 54 1 Downstream FRWA Inlet Edge Description: Circular: Rough tapered inlet throat 54 2 CHURCH @ STA. 302+74 *** Weir 1 of 3 for Drop Structure DNS39P *** [TABLE] Count: 1 Bottom Clip(in): 0 Type: Horiz Top Clip(in): 0 Flow: Both Weir Discharge Coef: 2.8 Geometry: Rectangular Orifice Discharge Coef: 0.6 Span(in): 37 Invert(ft): 17.5 Rise(in): 24 Control Elev(ft): 17.5 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [7] Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) **a*+***** Input Report: Drop Structures x******xaa*****x*a*at*****a►x**a+**:x*x x*x Weir 2 of 3 for Drop Structure DN339P x** [TABLE] Count: 2 Bottom Clip(in): 0 Type: Mavis Top Clip(in): 0 Flow: Both Weir Discharge Coef: 3.2 Geometry: Rectangular Orifice Discharge Coef: 0.6 Span(in): 24 Invert(ft): 16.3 Rise(in): 9999 Control Elev(ft): 16.3 *** Weir 3 of 3 for Drop Structure DNS39P *** [TABLE) Count: 1 Bottom Clip(in): 0 Type: Mavis Top Clip(in): 0 Flow: Both Weir Discharge Coef: 3.1 Geometry: Circular Orifice Discharge Coef: 0.6 Span(in): 2 Rise(in): 2 Invert(ft): 15.83 Control Elev(ft): 16 Name: DNS47 From Node: NS47 Length(ft): 72 Group: SYS -E To Node: NS46U Count: 1 Outlet Cntrl Spec: Use do or tw Inlet Cntrl Spec: Use do Upstream Geometry: Nor Ellipse Downstream Geometry: Nor Ellipse UPSTREAM DOWNSTREAM Span(in): 23 23 Rise(in): 14 14 Invert(ft): 18.4 18.24 Manning's N: 0.013 0.013 Top Clip(in): 0 0 Bottom Clip(in): 0 0 Entrance Loss Coef: 0.5 Flow: Both Exit Loss Coef: 0.5 Equation: Aver Conveyance Upstream FBWA Inlet Edge Description: Elliptical Inlet Face: Tapered inlet -square edges 55 2 Downstream FBWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall 29 1 S-47 @ STA. 338+64 r Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [8] Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) **xxxx**** Input Report: Drop Structures xxxxxxxxxxxxx******xxxxxx*�xxxxx****xxx xxx Weir 1 of 1 for Drop Structure DNS47 **x [TABLE) Count: 1 Bottom Clip(in): 0 Type: Horiz Top Clip(in): 0 Flow: Both Weir Discharge Coef: 3.1 Geometry: Rectangular Orifice Discharge Coef: 0.6 Span(in): 49 Invert(ft): 20.5 Rise(in): 37 Control Elev(ft): 20.5 ---------------------------------------------------------------------------- Name: DNWINDXP From Node: NWINDXP Length(ft): 30 Group: SYS -E To Node: NLACD Count: 1 Outlet Cntrl Spec: Use do or tw Upstream Geometry: Circular UPSTREAM Span(in): 36 Rise(in): 36 Invert(ft): 16 Manning's N: 0.013 Top Clip(in): 0 Bottom Clip(in): 0 Inlet Cntrl Spec: Use do Downstream Geometry: Circular DOWNSTREAM 36 36 17.7 0.013 0 0 Entrance Loss Coef: 0.5 Flow: Both Exit Loss Coef: 0.5 Equation: Aver Conveyance Upstream FEWA Inlet Edge Description: Circular: Smooth tapered inlet throat 54 1 Downstream FHWA Inlet Edge Description: Circular CMP: Mitered to slope 2 2 WINN DIXIE **x Weir I of 3 for Drop Structure DNWINDXP x** [TABLE] Count: 1 Bottom Clip(in): 0 Type: Horiz Top Clip(in): 0 Flow: Both Weir Discharge Coef: 23 Geometry: Rectangular Orifice Discharge Coef: 0.6 Span(in): 54 Invert(ft): 22 Rise(in): 35 Control Elev(ft): 22 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.10) [9] Copyright 1995, Streamline Technologies, Inc. CR -512 @ SEBASTIAN POST -DEVELOPMENT (SYSTEM E) ********** Input Report: Drop Structures xxxxxxxx*******xxxxxxxxxxxxxxxxxxxxxxxx *** weir 2 of 3 for Drop Structure DNWIRD%P *** [TABLE] Count: 1 Bottom Clip(in): 0 Type: Mavis Top Clip(in): 0 Flow: Both Weir Discharge Coef: 3.1 Geometry: Rectangular Orifice Discharge Coef: 0.6 Span(in): 30 Iovert(ft): 20.52 Rise(in): 9999 Control Elev(ft): 20.52 *** Weir 3 of 3 for Drop Structure DNNINDAP *** [TABLE] Count: I Bottom Clip(in): 0 Type: Mavis Top Clip(in): 0 Flow: Both Weir Discharge Coef: 3.2 Geometry: Circular Orifice Discharge Coef: 0.6 Span(in): 2.25 Invert(ft): 18.5 Rise(in): 2.25 Control Elev(ft): 18.5