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Home My WebLink AboutSW6210301_Storm outlets_20210326NU 1.11011;102 1 DATE DESIGN PHASE 1-27-21 PRELIM PROJECT NAME PROJECT NO CONSTR x S rin Village 1633 REVISION RECORD -I LOCATION BY Harnett County, North Carolina CEK OTHER I(SPECIFY) CHECKED BY CSB Storm Outlet Structure FES No.= FES-5 Pipe Dia= 30 in Q10= 21.87 cfs Qfull = 25.31 cfs Vfull = 5.15 fps From Fig. 8.06.b.l: From Fig. 8.06.b.2: Length Storm Outlet Structure FES No.= FES-49 Pipe Dia= 36 in Q10= 39.56 cfs Qfull = 48.44 cfs Vfull = 6.84 fps From Fig. 8.06.b.l: From Fig. 8.06.b.2: Zone D5o DMAX Riprap Class Apron Thickness Apron Length Apron Width @ Outlet Apron Width @ End Zone D50 DMAX Riprap Class Apron Thickness Apron Length Apron Width @ Outlet Apron Width @ End Q10/Qfu I 1 0.86 V/Vfu I 1 1.12 V 5.8 fps 2 8 in 12 in B 18 in 15.0 ft 7.5 ft 17.5 ft Q10/Qfu I 1 0.82 V/Vfu I 1 1.11 V 7.6 fps 3 10 in 15 in 1 22.5 in 24.0 ft 9 ft 27.0 ft Storm Drainage for Spread.xIs LATEST REVISION: 2/23/2021 6:15 PM PAGE 1 OF 7 NU 1.11011;102 1 DATE DESIGN PHASE PRELIM 1-27-21 PROJECT NAME PROJECT NO CONSTR x S rin Village 1633 REVISION RECORD LOCATION BY Harnett County, North Carolina CEK OTHER (SPECIFY) I CHECKED BY CSB Storm Outlet Structure FES No.= FES-75 Pipe Dia= 18 in Q10= 8.22 cfs Qfull = 19.40 cfs Vfull = 10.96 fps From Fig. 8.06.b.l: From Fig. 8.06.b.2: Length Storm Outlet Structure FES No.= FES-82 Pipe Dia= 18 in Q10 = 6.18 cfs Qfull = 8.59 cfs Vfull = 4.85 fps From Fig. 8.06.b.l: From Fig. 8.06.b.2: Zone D5o DMAX Riprap Class Apron Thickness Apron Length Apron Width @ Outlet Apron Width @ End Zone D50 DMAX Riprap Class Apron Thickness Apron Length Apron Width @ Outlet Apron Width @ End Q10/Qfu I 1 0.42 V/Vfu I 1 0.94 V 10.4 fps 3 10 in 15 in 1 22.5 in 12.0 ft 4.5 ft 13.5 ft Q10/Qfu I 1 0.72 V/Vfu I 1 1.08 V 5.3 fps 2 8 in 12 in B 18 in 9.0 ft 4.5 ft 10.5 ft Storm Drainage for Spread.xIs LATEST REVISION: 2/23/2021 6:15 PM PAGE 2 OF 7 NU 1.11011;102 1 DATE DESIGN PHASE PRELIM 1-27-21 PROJECT NAME PROJECT NO CONSTR x S rin Village 1633 REVISION RECORD LOCATION BY Harnett County, North Carolina CEK OTHER (SPECIFY) I CHECKED BY CSB Storm Outlet Structure FES No.= FES-1 64 Pipe Dia= 18 in Q10= 7.62 cfs Qfull = 18.97 cfs Vfull = 10.72 fps From Fig. 8.06.b.l: From Fig. 8.06.b.2: Length Storm Outlet Structure FES No.= FES-1 13 Pipe Dia= 30 in Q10 = 25.59 cfs Qfull = 25.58 cfs Vfull = 5.20 fps From Fig. 8.06.b.l: From Fig. 8.06.b.2: Zone D5o DMAX Riprap Class Apron Thickness Apron Length Apron Width @ Outlet Apron Width @ End Zone D50 DMAX Riprap Class Apron Thickness Apron Length Apron Width @ Outlet Apron Width @ End Q10/Qfu I 1 0.40 V/Vfu I 1 0.94 V 10.1 fps 3 10 in 15 in 1 22.5 in 12.0 ft 4.5 ft 13.5 ft Q10/Qfu I 1 1.00 V/Vfu I 1 1.14 V= 5.9 fps 3 10 in 15 in 1 22.5 in 20.0 ft 7.5 ft 22.5 ft Storm Drainage for Spread.xIs LATEST REVISION: 2/23/2021 6:15 PM PAGE 3 OF 7 NU 1.11011;102 1 DATE DESIGN PHASE PRELIM 1-27-21 PROJECT NAME PROJECT NO CONSTR / x / S rin Village 1633 REVISION / x / RECORD / x / LOCATION BY Harnett County, North Carolina CEK OTHER / x / (SPECIFY) I I CHECKED BY CSB Storm Outlet Structure FES No.= FES-1 69 Pipe Dia= 18 in Q10= 9.14 cfs Qfull = 9.48 cfs Vfull = 5.35 fps From Fig. 8.06.b.l: From Fig. 8.06.b.2: Length Storm Outlet Structure FES No.= FES-147 Pipe Dia= 24 in Q10 = 10.81 cfs Qfull = 16.86 cfs Vfull = 5.36 fps From Fig. 8.06.b.l: From Fig. 8.06.b.2: Zone D5o DMAX Riprap Class Apron Thickness Apron Length Apron Width @ Outlet Apron Width @ End Zone D50 DMAX Riprap Class Apron Thickness Apron Length Apron Width @ Outlet Apron Width @ End Q10/Qfu I 1 0.96 V/Vfu I 1 1.14 V 6.1 fps 2 8 in 12 in B 18 in 9.0 ft 4.5 ft 10.5 ft Q10/Qfu I 1 0.64 V/Vfu I 1 1.06 V= 5.7 fps 2 8 in 12 in B 18 in 12.0 ft 6 ft 14.0 ft Storm Drainage for Spread.xIs LATEST REVISION: 2/23/2021 6:15 PM PAGE 4 OF 7 NU 1.11011;102 1 DATE DESIGN PHASE PRELIM 1-27-21 PROJECT NAME PROJECT NO CONSTR / x / S rin Village 1633 REVISION / x / RECORD / x / LOCATION BY Harnett County, North Carolina CEK OTHER / x / (SPECIFY) I I CHECKED BY CSB Storm Outlet Structure FES No.= FES-148 Pipe Dia= 18 in Q10= 7.02 cfs Qfull = 7.64 cfs Vfull = 4.32 fps From Fig. 8.06.b.l: From Fig. 8.06.b.2: Length Storm Outlet Structure FES No.= FES-1 55 Pipe Dia= 24 in Q10 = 25.92 cfs Qfull = 44.68 cfs Vfull = 14.20 fps From Fig. 8.06.b.l: From Fig. 8.06.b.2: Zone D5o DMAX Riprap Class Apron Thickness Apron Length Apron Width @ Outlet Apron Width @ End Zone D50 DMAX Riprap Class Apron Thickness Apron Length Apron Width @ Outlet Apron Width @ End Q10/Qfu I 1 0.92 V/Vfu I 1 1.13 V 4.9 fps 2 8 in 12 in B 18 in 9.0 ft 4.5 ft 10.5 ft Q10/Qfu I 1 0.58 V/Vfu I 1 1.04 V 14.7 fps 4 10 in 15 in 1 22.5 in 16.0 ft 6 ft 18.0 ft Storm Drainage for Spread.xIs LATEST REVISION: 2/23/2021 6:15 PM PAGE 5 OF 7 NU 1.11011;102 1 DATE DESIGN PHASE PRELIM 1-27-21 PROJECT NAME PROJECT NO CONSTR / x / S rin Village 1633 REVISION / x / RECORD / x / LOCATION BY Harnett County, North Carolina CEK OTHER / x / (SPECIFY) I I CHECKED BY CSB Storm Outlet Structure FES No.= FES-1 57 Pipe Dia= 42 in Q10= 60.00 cfs Qfull = 73.51 cfs Vfull = 7.63 fps From Fig. 8.06.b.l: From Fig. 8.06.b.2: Length Storm Outlet Structure FES No.= FES-1 59 Pipe Dia= 24 in Q10 = 26.55 cfs Qfull = 24.64 cfs Vfull = 7.83 fps From Fig. 8.06.b.l: From Fig. 8.06.b.2: Zone D5o DMAX Riprap Class Apron Thickness Apron Length Apron Width @ Outlet Apron Width @ End Zone D50 DMAX Riprap Class Apron Thickness Apron Length Apron Width @ Outlet Apron Width @ End Q10/Qfu I 1 0.82 V/Vfu I 1 1.11 V 8.5 fps 4 10 in 15 in 1 22.5 in 28.0 ft 10.5 ft 31.5 ft Q10/Qfu I 1 1.08 V/Vfu I 1 1.11 V 8.7 fps 3 10 in 15 in 1 22.5 in 16.0 ft 6 ft 18.0 ft Storm Drainage for Spread.xIs LATEST REVISION: 2/23/2021 6:15 PM PAGE 6 OF 7 Storm Outlet Structure FES No.= FES-1 61 Pipe Dia= 30 in Q10= 41.77 cfs Qfull = 42.90 cfs Vfull = 8.73 fps From Fig. 8.06.b.l: From Fig. 8.06.b.2: Length Storm Outlet Structure FES No.= FES-1 63 Pipe Dia= 15 in Q10 = 10.87 cfs Qfull = 10.63 cfs Vfull = 8.65 fps From Fig. 8.06.b.l: From Fig. 8.06.b.2: L-9th Zone D5o DMAX Riprap Class Apron Thickness Apron Length Apron Width @ Outlet /Apron Width @ End Zone D5o DMAX Riprap Class Apron Thickness Apron Length Apron Width @ Outlet Apron Width @ End Q10/Qfu I I V/vfu I I V= Q10/Qfu I I V/vfu I I V= 0.97 1.14 9.9 fps 2 8 in 12 in B 18 in 15.0 ft 7.5 ft 17.5 ft 1.02 1.14 9.9 fps 3 10 in 15 in 1 22.5 in 10.0 ft 3.75 ft 11.3 ft Storm Drainage for Spread.xIs LATEST REVISION: 2/23/2021 6:15 PM PAGE 7 OF 7