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RATIONAL METHOD SUMMARY TABLE - DEVELOPED AREAS
DEVELOPED AREA
BASIN
D.A.
(ACRES)
C
REACH
(FEET)
SURFACE TYPE
AVG.
SLOPE
M
AVG.
VELOCITY
(FPS)
TC
(MIN)
1100
(IN/HR)
0100 LOCAL
FLOW
(CFS)
TOTAL FLOW
TO INLET
(CFS)
SLOPE AT
INLET
(%)
CLOGGING
FACTOR
(% OPEN)
INTERCEPTED
FLOW
(CFS)
CURB
DEPTH
(FT)
BYPASS
FLOW
(CFS)
BYPASS
TO
NLET
LABEL
INLET DESIGN
1-3
0.12
.92
63
PAVEMENT
1.0
2.0
5.0
10.91
1.17
1.17
1.00
75
1.17
<0.50
0
N/A
1-3
2-0
1-4
0.15
.92
62
PAVEMENT
PAVEMENT
1.0
2-0
5.0
10.91
1.48
1.48
1.00
75
1.48
<0.50
0
N/A
1-4
2-0
1.0
2.0
5.0
10.91
9.91
9.91
N/A
N/A
9.91
N/A
0
N/A
1-5
JBOX (ACCEPTING ROOF DRAINS)
1-5
0.99
.92
292
1-6
0.86
.92
204
PAVEMENT
1.0
2.0
5.0
10.91
8.65
8.65
1.00
75
8.65
<0.50
0
N/A
1-6
2-1
2-4
2.09
.92
355
PAVEMENT
1.0
2.0
5.0
10.91
20.95
20.95
N/A
N/A
20.95
N/A
0
N/A
N/A
JBOX (ACCEPTING ROOF DRAINS)
2-5
0.11
.92
92
PAVEMENT
1.0 20
5.0
10.91
1.09
1.09
1.00
75
1.09
<0.50
0
N/A
2-5
2-0
3-1
1.25
.92
351
PAVEMI=NT
PAVEMENT
PAVEMf NT
PAVEMENT
PAVEMENT
1.0 2.0
5.0
10.91
12.58
12.58
1.00
75
12.58
<0.50
0
N/A
3-1
2-1
1.0 2.0
5.0
10.91
4.54
4.54
1.00
75
4.54
<0.50
0
N/A
4-1
2-0
4-1
0.45
.92
244
1.0 2.0
5.0
10.91
8.70
8.70
1.00
75
8.70
<0.50
0
STREET
5-1
2-1
5-1
0.87
.92
312
1.0
2.0
5.0
10.91
11.70
11.70
1.00
75
11.70
<0.50
0
N/A
6-1
2-1
6-1
1.17
.92
258
1.0
20
5.0
10.91
18.19
18.19
1.00
75
18.19
<0.50
0
N/A
7-2
2-2
7-2
1.81
.92
364
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SCALE IN FEET
0 50 75' 100'
AREA TABLE
eEFORE ON.
\ U
\, O
O
UU
Sys S+5
AS ONE CAYV'
AREA LABEL
NODE
SERVING AREA
AREA (SF)
AREA (AC)
1-3
1-3
5078
0.12
14
1-4
6439
0.15
1-6
1-6
37547
0.86
2-5
2-5
4725
0.11
3-1
3-1
54605
1.25
4-1
4-1
19690
0.45
5-1
5-1
37764
0.87
6-1
6-1
50767
1.17
7-2
7-2
7891
1.81
BLD NORTH
2-4
32116
0.74
BLD MID
2-4
58786
1.35
BLD SOUTH
1-5
42991
0.99
PIPE SUMMARY TABLE
PIPE RUN
FROM TO
SIZE
(IN)
SLOPE
(%)
CAPACITY
(CFS)
FLOW
(CFS)
VELOCITY
(FPS)
VELOCITY#
PIPE (FPS)
FL
UPSTREAM
(FT)
HGL
UPSTREAM
(FT)
EGL
UPSTREAM
(FT)
LINE 1
1-0
1-1
24
0.50
17.20
21.21
5.30
5.10
458.75
460.75
461.25
1-1
1-2
24
0.50
17.20
21.21
5.30
5.10
459.18
461.18
461.78
1-2
1-3
24
0.50
17.20
21.21
5.30
5.10
459.55
461.55
462.25
1-3
1-4
24
0.50
17.20
20.04
5.30
5.10
460.26
462.26
463.06
1-4
1-5
24
0.50
17.20
18.56
5.30
5.10
460.94
462.94
463.84
1-5
1-6
18
0.50
7.99
8.65
4.63
4.78
461.27
462.77
464.77
LINE 2
2-0
2-1
24
0.50
17.20
34.62
5.30
5.10
447.14
449.14
449.64
2-1
2-2
24
0.50
17.20
34.62
5.30
5.10
448.43
450.43
451.03
2-2
2-3
24
0.50
17.20
22.03
5.30
5.10
448.76
450.76
451.46
2-3
2-4
24
0.50
17.20
22.03
5.30
5.10
449.40
451.40
452.20
2-4
2-5
24
0.50
17.20
1.09
5.30
5.10
449.54
451.54
452.44
LINE 3
2-2
3-1
24
0.50
17.20
12.58
5.30
5.10
483.10
485.10
485.60
LINE 4
4-0
4-1
24
1.96
34.06
4.54
11.11
10.10
446.61
448.61
450.51
LINE 5
5-0
5-1
24
2.00
34.41
8.70
11.22
10.20
445.00
447.00
449.00
LINE 6
6-0
6-1
24
5.65
57.83
11.70
18.86
17.14
449.49
451.49
456.99
LINE 7
5.54
1 5.54
7-0
7-1
24
0.59
18.69
18.19
6.09
449.64
451.64
452.24
7-1
7-2
24
1 0.59
18.69
18.19
6.09
450.55
452.55
453.25
LOCATION MAP:
R 13 W
T
0
1 N
N PROJECT
LOCATION
0 NOT TO SCALE
PROJECT:
LOWE'S'
LITTLE ROCK, ARKANSAS
PROJECT NUMBER: 15011
DRAWING DATE: 03.22.11
ISSUE DATE: 03.22.11
SEAL:
SUBMITTAL:
ISSUED FOR
REVIEW
REVISIONS:
THESE PLANS AND DRAWINGS ARE NOT TO B
REPRODUCED, CHANGED OR COPIED IN ANY FOR
OR MANNER WHATSOEVER WITHOUT FIRS
OBTAINING THE WRITTEN PERMISSION AND CONSEN
OF CEDAR CREEK CONSULTING INC. THIS SHEET I
NOT TO BE USED FOR CONSTRUCTION UNLESS TH
ISSUE DATE IN THE TITLE BLOCK COINCIDES WITH O
POST DATES THE DRAWING DATE. ANY CHANGE
MADE FROM THESE PLANS WITHOUT CONSENT 0
CEDAR CREEK CONSULTING INC. AR
UNAUTHORIZED, AND SHALL RELIEVE CEDAR CREE
CONSULTING OF RESPONSIBILITY FOR AL
CONSEQUENCES ARRIVING OUT OF SUCH CHANGE!
DRAWING TITLE
DRAINAGE
CALCULATION
PLAN
SHEET:
C2001