Wedgefield Phase IV Subdivision - 1119 Storm System

STORM DRAINAGE / HYDRAULIC GRADE LINEDATE DESIGN PHASEANALYSIS (10 11-21-17PRELIM/ /PROJECT NAMEPROJECT NO CONSTR/ X /Wedgfield Ph. IV1119REVISION/ /LOCATIONBY RECORD/ /Hoke County, North Carolina CJPOTHER/ /CHECKED BY (SPECIFY)CSBn= 0.013STORM DRAINAGE SCHEDULECONTINUEDg= 226 h= 26INLET Q (+) Q(-) CAPTURED Tc I CcINLET Cc INLET UPSTREAM INLET INLET TOTAL INLET PIPE TIME RUNOFFFROM TO AREAS AREA RUNOFFDISCHARGEBYPASS BYPASS DISCHARGEAREAS TIME TIME OF CONC. INTENSITY COEFF.(INLETS) (AC) COEFF. (CFS) (CFS) (CFS) (CFS) (AC) (MIN) (MIN) (MIN) (IN/HR)DI 1 CI 2 DI 19.500.3011.40 0.00 0.00 11.40 9.505.00 0.00 12.00 5.95 0.30CI 2 CI 3 CI 20.250.500.49 0.00 0.00 0.49 9.755.00 0.20 12.20 5.92 0.31CI 3 CI 4 CI 31.110.502.22 0.00 0.00 2.22 10.865.00 0.57 12.57 5.86 0.32CI 4 FES 5 CI 41.000.502.00 0.00 0.00 2.00 11.865.00 0.62 12.62 5.85 0.34DI 18 CI 6 DI 181.430.402.29 0.00 0.00 2.29 1.435.00 0.00 12.00 5.95 0.40CI 6 CI 19 CI 61.000.502.00 0.00 0.00 2.00 2.435.00 0.30 12.30 5.90 0.44CI 19 CI 4 CI 191.000.502.00 0.00 0.00 2.00 3.435.00 0.33 12.33 5.90 0.46CI 7 CI 20 CI 71.430.502.86 0.00 0.00 2.86 1.435.00 0.00 5.00 7.29 0.50CI 20 CI 19 CI 201.000.552.20 0.00 0.00 2.20 2.435.00 0.04 5.04 7.28 0.52CI 17 CI 11 CI 170.390.641.00 0.00 0.00 1.00 0.395.00 0.00 5.00 7.29 0.64CI 11 CI 13 CI 110.680.451.22 0.00 0.00 1.22 1.075.00 0.50 5.50 7.18 0.52CI 13 CI 14 CI 130.250.650.65 0.00 0.00 0.65 1.325.00 0.61 5.61 7.15 0.54CI 14 CI 15 CI 140.120.750.37 0.00 0.00 0.37 1.445.00 1.09 6.09 7.04 0.56CI 15 FES 16 CI 150.810.601.94 0.00 0.00 1.94 2.255.00 1.22 6.22 7.02 0.58CI 12 CI 13 CI 120.590.400.95 0.00 0.00 0.95 0.595.00 0.00 5.00 7.29 0.40CI 8 CI 9 CI 80.510.450.92 0.00 0.00 0.92 0.515.00 0.00 5.00 7.29 0.45CI 9 CI 11 CI 90.810.401.30 0.00 0.00 1.30 1.325.00 0.64 5.64 7.14 0.42CI 10 CI 9 CI 100.590.451.06 0.00 0.00 1.06 0.595.00 0.00 5.00 7.29 0.45YI 21 EXIST CI YI 210.170.450.31 0.00 0.00 0.31 0.175.00 0.00 5.00 7.29 0.45CI 22 CI 21 CI 220.700.501.40 0.00 0.00 1.40 0.705.00 0.00 5.00 7.29 0.501119 Storm System.xlsx 10-YEARDate: 7/2/2018 Time: 9:40 AMPage 1 of 8
n= 0.013g= 226h= 26FROM TODI 1 CI 2CI 2 CI 3CI 3 CI 4CI 4 FES 5DI 18 CI 6CI 6 CI 19CI 19 CI 4CI 7 CI 20CI 20 CI 19CI 17 CI 11CI 11 CI 13CI 13 CI 14CI 14 CI 15CI 15 FES 16CI 12 CI 13CI 8 CI 9CI 9 CI 11CI 10 CI 9YI 21 EXIST CICI 22 CI 21STORM DRAINAGE / HYDRAULIC GRADE LIDATE DESIGN PHASEANALYSIS (10 YEAR)11-21-17PRELIM/ /PROJECT NAME PROJECT NO CONSTR/ X /Wedgfield Ph. IV 1119REVISION/ /LOCATION BY RECORD/ /Hoke County, North Carolina CJPOTHER/ /CHECKED BY (SPECIFY)CSBSTORM DRAINAGE SCHEDULE - CONTINUEDQQUPSTREAMSIDE- CAPACITY SEGMENT UPPER LOWER TOPDISCHARGESTREAM SLOPE DIA. (FULL) V FULL LENGTH TIME INV. INV. ELEV.(CFS) (CFS) (IN) (CFS) (FPS) (FT) (MIN) (FT) (FT) (FT)16.95 0.002.29%2434.2 10.91310.20 261.00 258.00264.5317.59 0.001.05%3041.9 8.51910.37 256.90 254.90264.2920.67 0.001.15%3671.6 10.1260.04 254.40 254.10263.0342.05 18.480.58%48109.7 8.71890.36 254.10 253.00263.033.40 0.001.93%159.0 7.31330.30 262.45 259.88264.686.33 0.006.46%2457.5 18.3260.02 259.88 258.20263.6818.48 9.213.03%3071.4 14.51290.15 258.00 254.10263.685.21 0.003.42%1819.4 11.0260.04 260.82 259.93264.289.21 0.000.91%2421.6 6.91100.27 259.50 258.50264.286.52 4.700.63%2417.9 5.71700.50 260.17 259.10264.4714.58 5.890.93%3039.6 8.0540.11 258.60 258.10263.5317.45 1.720.85%3661.5 8.72490.48 257.60 255.48264.1618.02 0.000.95%3664.8 9.2720.13 255.48 254.80265.4721.40 0.000.31%4255.7 5.8980.28 254.30 254.00264.621.72 0.001.28%157.3 5.9740.21 260.30 259.35263.761.68 0.000.60%155.0 4.11560.64 260.84 259.90264.305.89 1.930.95%1810.2 5.8420.12 259.90 259.50263.401.93 0.001.40%157.7 6.2550.15 260.27 259.50263.730.56 0.001.00%123.6 4.5380.14 259.72 259.34262.002.55 0.001.77%1814.0 7.9260.05 261.58 261.12265.061119 Storm System.xlsx 10-YEARDate: 7/2/2018 Time: 9:40 AMPage 2 of 8
n= 0.013g= 226h= 26FROM TODI 1 CI 2CI 2 CI 3CI 3 CI 4CI 4 FES 5DI 18 CI 6CI 6 CI 19CI 19 CI 4CI 7 CI 20CI 20 CI 19CI 17 CI 11CI 11 CI 13CI 13 CI 14CI 14 CI 15CI 15 FES 16CI 12 CI 13CI 8 CI 9CI 9 CI 11CI 10 CI 9YI 21 EXIST CICI 22 CI 21STORM DRAINAGE / HYDRAULIC GRADE LINEDATEANALYSIS (10 YEAR)11-21-17PROJECT NAME PROJECT NOWedgfield Ph. IV 1119LOCATION BYHoke County, North Carolina CJPCHECKED BYCSBHYDRAULIC GRADE LINEBEND LOSSK'S90 DEG=0.7 30 DEG=0.28CI COVER 60 DEG=0.55 15 DEG=0.10BOX COVER BELOW PIPE HYDRAULICSIDESTREAM HEAD LOSS BENDDEPTH SUBGRADE AREA RADIUS SUMMATION Hf Hc He Hb Ht LOSS(8") (FT) (FT) (CFS) K3.531.290.23 3.1416 0.5000 0.00 0.73 0.11 0.16 0.00 1.000.007.394.593.53 4.9087 0.6250 0.00 0.35 0.05 0.07 0.14 0.600.708.635.274.21 7.0686 0.7500 0.00 0.02 0.03 0.05 0.09 0.200.708.934.453.39 12.5664 1.0000 18.48 0.16 0.04 0.06 0.00 0.260.002.230.83-0.231.2272 0.3125 0.00 0.370.03 0.04 0.00 0.440.003.801.560.50 3.1416 0.5000 0.00 0.02 0.02 0.02 0.00 0.060.005.682.881.82 4.9087 0.6250 9.21 0.26 0.05 0.08 0.15 0.540.703.461.780.72 1.7671 0.3750 0.00 0.06 0.03 0.05 0.00 0.140.004.782.541.48 3.1416 0.5000 0.00 0.18 0.03 0.05 0.09 0.350.704.302.061.00 3.1416 0.5000 4.70 0.14 0.02 0.02 0.00 0.180.004.932.131.07 4.9087 0.6250 10.59 0.07 0.03 0.05 0.04 0.190.306.563.202.14 7.0686 0.7500 12.32 0.17 0.02 0.03 0.03 0.250.309.996.635.57 7.0686 0.7500 12.32 0.05 0.02 0.03 0.03 0.140.3010.326.405.34 9.6211 0.8750 12.32 0.04 0.02 0.03 0.00 0.090.003.462.061.00 1.2272 0.3125 0.00 0.05 0.01 0.01 0.00 0.070.003.462.061.00 1.2272 0.3125 0.00 0.11 0.01 0.01 0.00 0.120.003.501.820.76 1.7671 0.3750 1.93 0.13 0.04 0.06 0.05 0.290.303.462.061.00 1.2272 0.3125 0.00 0.05 0.01 0.01 0.00 0.070.002.281.160.10 0.7854 0.2500 0.00 0.01 0.00 0.00 0.00 0.010.003.481.800.74 1.7671 0.3750 0.00 0.02 0.01 0.01 0.00 0.030.001119 Storm System.xlsx 10-YEARDate: 7/2/2018 Time: 9:40 AMPage 3 of 8
n= 0.013g= 226h= 26FROM TODI 1 CI 2CI 2 CI 3CI 3 CI 4CI 4 FES 5DI 18 CI 6CI 6 CI 19CI 19 CI 4CI 7 CI 20CI 20 CI 19CI 17 CI 11CI 11 CI 13CI 13 CI 14CI 14 CI 15CI 15 FES 16CI 12 CI 13CI 8 CI 9CI 9 CI 11CI 10 CI 9YI 21 EXIST CICI 22 CI 21DESIGN PHASESTORM DRAINAGE / HYDRAULIC GRADE LINEPRELIM/ /ANALYSIS (10 YEAR)CONSTR/ X /PROJECT NAMEREVISION/ /Wedgfield Ph. IVRECORD/ /LOCATIONOTHER/ /Hoke County, North Carolina(SPECIFY)CONTINUEDHYDRAULIC GRADE LINE - CONTINUEDINLET W.S. ELEV.FRICTION FRICTION OUTLET OUTLET INLET USE FLOW FREE- HGLSLOPE VELOCITY W.S. ELEV CONTOL CONTROL CONDITION BOARD TO CROWNCOMMENTS(FT/FT) (FPS) (FT) (FT) (FT) (FT) CONTROL (FT)0.0056 5.37 262.32 263.32 263.26 263.32 OUTLET 1.21(0.32)OK0.0018 3.56 261.72 262.32 258.70 262.32 OUTLET 1.97(2.92)OK0.0010 2.90 261.52 261.72 256.27 261.72 OUTLET 1.31(4.32)OK0.0008 3.32 261.26 261.52 256.58 261.52 OUTLET 1.51(3.42)OKPond 10yr 261.260.0028 2.76 262.12 262.56 263.41 263.41 INLET 1.27 0.29 OK0.0008 2.00 262.06 262.12 261.05 262.12 OUTLET 1.56(0.24)OK0.0020 3.74 261.52 262.06 259.86 262.06 OUTLET 1.62(1.56)OK0.0024 2.94 262.42 262.56 261.95 262.56 OUTLET 1.72(0.24)OK0.0016 2.92 262.06 262.42 260.87 262.42 OUTLET 1.86(0.92)OK0.0008 2.06 261.93 262.11 261.36262.11 OUTLET 2.36 0.06 OK0.0013 2.95 261.74 261.93 260.23 261.93 OUTLET 1.60(0.83)OK0.0007 2.45 261.49 261.74 259.36 261.74 OUTLET 2.42(1.14)OK0.0007 2.53 261.35 261.49 257.26 261.49 OUTLET 3.98(3.01)OK0.0004 2.21 261.26 261.35 256.26 261.35 OUTLET 3.27(3.55)OKPond 10yr 261.260.0007 1.40 261.74 261.81 261.01 261.81 OUTLET 1.95(0.26)OK0.0007 1.37 262.22 262.34 261.55 262.34 OUTLET 1.96(0.25)OK0.0031 3.32 261.93 262.22 261.13 262.22 OUTLET 1.18(0.82)OK0.0009 1.57 262.22 262.29 261.00 262.29 OUTLET 1.44(0.77)OK0.0002 0.71 260.14 260.15 260.24 260.24 INLET 1.76 0.48 OK0.0006 1.44 262.36 262.40 262.42 262.42 INLET 2.64 0.66 OK1119 Storm System.xlsx 10-YEARDate: 7/2/2018 Time: 9:40 AMPage 4 of 8
STORM DRAINAGE / HYDRAULIC GRADE LINEDATE DESIGN PHASEANALYSIS (10 11-21-17PRELIM/ /PROJECT NAMEPROJECT NO CONSTR/ X /Wedgfield Ph. IV1119REVISION/ /LOCATIONBY RECORD/ /Hoke County, North Carolina CJPOTHER/ /CHECKED BY (SPECIFY)CSBn= 0.013STORM DRAINAGE SCHEDULECONTINUEDg= 226 h= 26INLET Q (+) Q(-) CAPTURED Tc I CcINLET Cc INLET UPSTREAM INLET INLET TOTAL INLET PIPE TIME RUNOFFFROM TO AREAS AREA RUNOFFDISCHARGEBYPASS BYPASS DISCHARGEAREAS TIME TIME OF CONC. INTENSITY COEFF.(INLETS) (AC) COEFF. (CFS) (CFS) (CFS) (CFS) (AC) (MIN) (MIN) (MIN) (IN/HR)CI 21 CI 17 CI 210.740.401.18 0.00 0.00 1.18 1.445.00 0.05 5.05 7.28 0.45DI A44 DI A35 DI A449.450.5520.79 0.00 0.00 20.79 9.455.00 0.00 12.00 5.95 0.55DI A35 FES 24 DI A3526.800.5558.96 0.00 0.00 58.96 36.255.00 1.06 13.06 5.79 0.551119 Storm System.xlsx 10-YEARDate: 7/2/2018 Time: 9:40 AMPage 5 of 8
n= 0.013g= 226h= 26FROM TOCI 21 CI 17DI A44 DI A35DI A35 FES 24STORM DRAINAGE / HYDRAULIC GRADE LIDATE DESIGN PHASEANALYSIS (10 YEAR)11-21-17PRELIM/ /PROJECT NAME PROJECT NO CONSTR/ X /Wedgfield Ph. IV 1119REVISION/ /LOCATION BY RECORD/ /Hoke County, North Carolina CJPOTHER/ /CHECKED BY (SPECIFY)CSBSTORM DRAINAGE SCHEDULE - CONTINUEDQQUPSTREAMSIDE- CAPACITY SEGMENT UPPER LOWER TOPDISCHARGESTREAM SLOPE DIA. (FULL) V FULL LENGTH TIME INV. INV. ELEV.(CFS) (CFS) (IN) (CFS) (FPS) (FT) (MIN) (FT) (FT) (FT)4.70 0.000.83%189.6 5.4540.17 261.12 260.67265.0630.91 0.000.20%4864.3 5.13241.06 255.20 254.55263.00115.37 0.001.04%54200.5 12.6960.13 254.00 253.00263.001119 Storm System.xlsx 10-YEARDate: 7/2/2018 Time: 9:40 AMPage 6 of 8
n= 0.013g= 226h= 26FROM TOCI 21 CI 17DI A44 DI A35DI A35 FES 24STORM DRAINAGE / HYDRAULIC GRADE LINEDATEANALYSIS (10 YEAR)11-21-17PROJECT NAME PROJECT NOWedgfield Ph. IV 1119LOCATION BYHoke County, North Carolina CJPCHECKED BYCSBHYDRAULIC GRADE LINEBEND LOSSK'S90 DEG=0.7 30 DEG=0.28CI COVER 60 DEG=0.55 15 DEG=0.10BOX COVER BELOW PIPE HYDRAULICSIDESTREAM HEAD LOSS BENDDEPTH SUBGRADE AREA RADIUS SUMMATION Hf Hc He Hb Ht LOSS(8") (FT) (FT) (CFS) K3.942.261.20 1.7671 0.3750 0.00 0.11 0.03 0.04 0.08 0.250.707.803.322.26 12.5664 1.0000 0.00 0.15 0.02 0.03 0.00 0.200.009.003.962.90 15.9043 1.1250 0.00 0.33 0.20 0.28 0.24 1.050.301119 Storm System.xlsx 10-YEARDate: 7/2/2018 Time: 9:40 AMPage 7 of 8
n= 0.013g= 226h= 26FROM TOCI 21 CI 17DI A44 DI A35DI A35 FES 24DESIGN PHASESTORM DRAINAGE / HYDRAULIC GRADE LINEPRELIM/ /ANALYSIS (10 YEAR)CONSTR/ X /PROJECT NAMEREVISION/ /Wedgfield Ph. IVRECORD/ /LOCATIONOTHER/ /Hoke County, North Carolina(SPECIFY)CONTINUEDHYDRAULIC GRADE LINE - CONTINUEDINLET W.S. ELEV.FRICTION FRICTION OUTLET OUTLET INLET USE FLOW FREE- HGLSLOPE VELOCITY W.S. ELEV CONTOL CONTROL CONDITION BOARD TO CROWNCOMMENTS(FT/FT) (FPS) (FT) (FT) (FT) (FT) CONTROL (FT)0.0020 2.65 262.11 262.36 262.18262.36 OUTLET 2.70 0.26 OK0.0005 2.44 262.31 262.51 257.46 262.51 OUTLET 0.49(3.31)OK0.0034 7.20 261.26 262.31 258.52 262.31 OUTLET 0.69(3.81)OKPond 10yr 261.261119 Storm System.xlsx 10-YEARDate: 7/2/2018 Time: 9:40 AMPage 8 of 8