NCG160230_SWPPP-SITE-PLAN-20181127_3/28/2019

DATE:PROJECT NO.:SHEET SIZE:ANSI D - 22x34FOR CONSTRUCTIONNOT RELEASEDSTATUS:COMPANYCONTRACTING BARNHILL REVISIONS:BAR.1004NC FIRM LICENSE NO. P-1875PHONE: [phone]FAYETTEVILLE, NC230 DONALDSON STREET, SUITE 500A120
GRAPHIC SCALE
AS SHOWN ( IN FEET )
0 WHITEVILLE ASPHALT PLANTREGULATORY REVIEW92% DESIGN - NOV. 27, 2018SWALESWALE
SWALE 82
82
83
83
83
83
84
84
84
84
85
85 85858586
86
8687
87 8787
87
87
88 8888888888 8889
89 898989899
0
90
90
90 90909090
90
90 9090
91
91
91 919
1 9191919292
92 929292
92
92939394 9494 94
94
9
4
9595959596 96
SIGNDM06794A01
PP
PP
MGF
SDX
EOA
EOA
GP
GP
GP
GP
IRF
CP CP
CP
CP
CP
IRF
EOAEOAMGF
EOA
EOA
5/8"RBF #78 STOCKPI
LE AREA80'Wx90'L MI
NLAB
BLDG
LAVATORY
FUTURE
PAVEMENT
ASPHALT
LIMITS OF
PAVEMENT
ASPHALT
LIMITS OF
STOCKPILE AREA
SCREENINGS
80'Wx90'L MIN
#5 STOCKPILE AREA
80'Wx90'L MIN
AREA
#67 STOCKPILE 80'Wx90'L MIN
SURFACE
GRAVEL
LIMITS OF
AREA
SAND STOCKPILE
80'Wx90'L MIN
AREASTOCKPILE MILLINGS 80'Wx90'L MIN
A REASTOCKPILE
SHINGLES80'Wx90'L MIN
ISLAND
GRASSED
18"RCP
94
STORM PIPE
18"RCP
74.4LF
INV=88.1
18"RCP
INV=87.16
18"RCP
18"RCP
STORM PIPE
18"RCP
82.1LF
85
OP-1
INV. OUT =88.3
24" RCP
37LF - 24" RCP
INV. OUT =85.5
24" RCP
INV. OUT=86.0
RIM=88.5
4'x4' SQ. CONC. RISER
INV=82.0
18"RCP
INV=81.9
18"RCP
INV. OUT =87.87
24" RCP
26LF - 24" RCP
INV. OUT=88.0
RIM=90.5
4'x4' SQ. CONC. RISER
INV. OUT=88.5
RIM=91.0
4'x4' SQ. CONC. RISER
OP-2
"B" (D50 = 4 in.)
12.0 IN.
9.0 FEET
6.0 FEET
6.0 FEET
OP-1
RIPRAP CLASS =
APRON RIPRAP THICKNESS =
LENGTH OF APRON (LA) =
WITH AT APRON END =
WIDTH AT PIPE =
APRON DESIGNATION =
SUMMARY TABLE OF RIPRAP OUTLET PROTECTION APRON
"B" (D50 = 4 in.)
12.0 IN.
9.0 FEET
6.0 FEET
6.0 FEET
OP-2
"B" (D50 = 4 in.)
12.0 IN.
9.0 FEET
6.0 FEET
6.0 FEET
OP-3
26LF - 24" RCP
OP-3
83838384848485 85858586
86
86
868687
87
87
8787
88
88
88 88 88888888
88
88
88
888
8 88.58
8
.5 88.5898
9
89
89 89
89 89 8989
89
8989 89 898
9
899090909090
9090
90 909090909090
90 9090
90
90
90
90
90
90
90
90
9090909
0
909
0
.5
90.59
0
.5 90.591919191919191
91 919191
91
91 9191
91
91
91
91
91
91
91
91
919191919191
9191
91
91
9
1
91
91
9
1
9
1
91919191929292929292929
2 92929292
92
9292
92929292929292
92
92
92
9292
92
92
92
9292
92
92 92
92
929
2
9
2
929292929393
93
93
93
93939393
93
93 939393
93
93
93939393
939393
939494 94
9494
94
9
4 9494949494949494
95
95
95
9595 9595
95959595
1206030060
SITE PLAN
SWPPPSWPPP - SITE PLANOUTFALL DESIGNATION:
PERCENT IMPERVIOUS AREA:
TOTAL DRAINAGE AREA TO OUTFALL:
DRAINAGE BASIN DESIGNATION:
POST-CONSTRUCTION 10-YEAR STORM PEAK FLOW:
RATIONAL RUNOFF COEFFICIENT:
RAINFALL INTENSITY (IN./HR.), 10-YR. STORM:
DA 1
OP-1
3.94 ac.
74.4%
2.93 ac.IMPERVIOUS AREA:
0.72
23.8 cfs
8.4 in./hr.
DA 2
OP-2
2.19 ac.
71.7%
1.57 ac.
0.73
13.4 cfs
8.4 in./hr.
DA 3
OP-3
3.14 ac.
61.5%
1.93 ac.
0.71
19.0 cfs
8.4 in./hr.Z:\PROJECTS\BAR\1004\DESIGN\DRAWINGS\Project\b-Sheets\BAR1004_SWPPP-SITE-PLAN.dgnAREA
DRAINAGE
LIMITS OF
AREA
DRAINAGE
LIMITS OF
AREA
DRAINAGE
LIMITS OF
DRAINAGE AREA AND OUTFALL INFORMATION
DA 1
DA 2
DA 3
AREA
PLANT/PROCESS
LOADING
ASPHALT
UNLOADINGHAUL ROAD / UNLOADING
HAUL ROAD /
UNLOADING
HAUL ROAD /
STORM BASIN 1
STORM BASIN 2STORM BASIN 3
HAUL ROADHAUL ROADDIRECTION OF DRAINAGE FLOW, TYP.
DIRECTION OF DRAINAGE FLOW, TYP.
DIRECTION OF DRAINAGE FLOW, TYP.