SW6200403_1356-Storm Outlets_4/30/2020

OUTLET PROTECTION DATE DESIGN PHASE
DESIGN 04-09-20 PRELIM / /
PROJECT NAME PROJECT NO CONSTR / X /
Fayetteville Clinton Road Dollar General 1356 REVISION / /
LOCATION BY RECORD / /
Fayetteville, North Carolina CSB OTHER / /
CHECKED BY (SPECIFY)
0
Storm Outlet Structure
FES No.= PO-2 Q10/Qfull =0.70
Pipe Dia= 15 in V/Vfull = 1.08
Q10 =3.81 cfs V = 4.8 fps
Qfull = 5.47 cfs
Vfull = 4.45 fps
From Fig. 8.06.b.1: Zone = 2
From Fig. 8.06.b.2:D50 =8 in
DMAX =12 in
Riprap Class = B
Apron Thickness = 18 in
Apron Length = 7.5 ft
Apron Width @ Outlet = 3.75 ft
Apron Width @ End = 8.8 ft
Storm Outlet Structure
FES No.= OUTLET Q10/Qfull =0.59
Pipe Dia= 10 in V/Vfull = 1.04
Q10 =1.45 cfs V = 4.7 fps
Qfull = 2.47 cfs
Vfull = 4.53 fps
From Fig. 8.06.b.1: Zone = 2
From Fig. 8.06.b.2:D50 =8 in
DMAX =12 in
Riprap Class = B
Apron Thickness = 18 in
Apron Length = 5.0 ft
Apron Width @ Outlet = 2.5 ft
Apron Width @ End = 5.8 ft
1356-Storm Drainage.xls LATEST REVISION: 4/30/2020 7:48 AM PAGE 1 OF 2
OUTLET PROTECTION DATE DESIGN PHASE
DESIGN 04-09-20 PRELIM / /
PROJECT NAME PROJECT NO CONSTR / X /
Fayetteville Clinton Road Dollar General 1356 REVISION / /
LOCATION BY RECORD / /
Fayetteville, North Carolina CSB OTHER / /
CHECKED BY (SPECIFY)
0
Storm Outlet Structure
FES No.= FES-4 Q10/Qfull =0.82
Pipe Dia= 18 in V/Vfull = 1.11
Q10 =7.00 cfs V = 5.3 fps
Qfull = 8.52 cfs
Vfull = 4.81 fps
From Fig. 8.06.b.1: Zone = 2
From Fig. 8.06.b.2:D50 =8 in
DMAX =12 in
Riprap Class = B
Apron Thickness = 18 in
Apron Length = 9.0 ft
Apron Width @ Outlet = 4.5 ft
Apron Width @ End = 10.5 ft
1356-Storm Drainage.xls LATEST REVISION: 4/30/2020 7:48 AM PAGE 2 OF 2