SW3171205 - Braeburn (6)

E.
Storm System E
Tabulation Report & Profiles

Storm Sewer Tabulation
Page 1
Station
Len
Drng Area
Rnoff
Area x C
Tc
Rain
Total
Cap
Vel
Pipe
Invert Elev
HGL Elev
Grnd / Rim Elev
Line ID
coeff
(I)
flow
full
Line
To
Incr
Total
Incr
Total
Inlet
Syst
Size
Slope
D
Up
Dn
UpDn
Up
Line
(ft)
(ac)
(ac)
(C)
(min)
(min)
(in/hr)
(cfs)
(cfs)
(ft/s)
(in)
(%)
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
1
End
48 000
016
979
060
010
587
50
175
47
2763
6548
568
36
082
59805
59844
60040
60014
601 46
60589
E2 -E1
2
1
131 821
052
813
060
031
488
50
90
61
2956
6582
762
36
0.83
59864
59974
60014
601 50
60589
60600
E3 -E2
3
2
26 339
046
761
060
028
457
50
88
61
27.76
51 09
704
36
050
59994
60007
601 52
601 77
60600
60600
E4 -E3
4
3
149 696
021
433
060
012
260
50
8 1
62
16.22
31.42
620
30
050
60057
601 32
601 85
60268
60600
60657
E5 -E4
5
4
131 840
043
091
060
026
054
50
53
70
378
1144
651
15
267
60257
60610
60306
60688
60657
61000
E6 -E5
6
5
26 320
047
047
060
028
028
50
50
70
200
495
364
15
050
60630
60643
60688
60699
61000
61000
E7 -E6
7
3
74 562
037
1 61
060
022
096
50
84
62
596
747
625
15
1 14
601 82
60267
60266
60366
60600
60657
E21 -E4
8
7
189 283
019
085
060
012
051
50
73
64
328
663
422
15
090
60287
60457
60366
60530
60657
60847
E22 -E21
9
8
130 240
007
035
060
004
021
50
55
69
1 46
663
316
15
090
60477
60594
60530
606.42
608.47
60984
E23 -E22
10
9
26 320
028
028
060
017
017
50
50
70
1 19
495
325
15
050
60614
60627
60656
60670
60984
60984
E24 -E23
11
4
54 259
049
1 92
060
029
1 15
50
75
64
736
2444
531
24
1 00
601 82
60236
60268
60332
60657
60683
E25 -E5
12
11
135 081
032
1 43
060
019
086
50
68
66
562
804
492
18
050
60286
60353
60378
60446
60683
60838
E26 -E25
13
12
169 411
012
1 11
060
007
066
50
57
68
454
804
432
18
050
60373
60458
60465
60540
60838
60861
E27 -E26
14
13
65 632
032
099
0.60
019
059
50
52
70
414
804
452
18
050
60478
60511
60554
60589
60861
60832
E28 -E27
15
14
26 320
066
066
060
040
040
50
50
70
280
495
415
15
050
60536
60549
60603
60616
60832
60843
E29 -E28
16
1
142 815
017
081
060
010
049
50
166
48
235
640
4.37
15
084
60039
601 59
60091
60220
60589
60711
E8 -E2
17
16
122 214
027
064
060
0 16
038
50
155
50
1 90
495
372
15
050
601 79
60240
60232
60294
607 11
60770
E9 -E8
18
17
139 949
007
037
060
004
022
50
136
52
1 17
495
323
15
050
60260
60330
60301
60372
60770
61080
E10 -E9
19
18
99 134
009
030
060
005
018
50
11 9
55
1 00
495
309
15
050
60350
60399
60388
60439
61080
60937
Ell -E10
20
19
105 973
009
022
060
006
013
50
95
59
077
495
288
15
050
60419
60472
60453
60507
60937
60950
E12 -Ell
21
20
113 738
012
012
060
007
007
50
50
70
052
495
256
15
050
60492
60549
60520
60577
60950
60893
E13 -E12
22
3
158 736
020
1 21
060
012
073
50
74
64
466
735
571
15
1 10
601 82
60357
60254
60444
60600
60746
E17 -E4
Project File STORM E stm
Number of lines 34
Run Date 12/11/2017
NOTES Intensity = 84 35 / (Inlet time + 15 10) A 0 83; Return period =Yrs 10 , c = cir e = ellip b = box
Storm Sewers 00 40

Storm Sewer Tabulation
Page 2
Station
Len
Drng Area
Rnoff
Area x C
Tc
Rain
Total
Cap
Val
Pipe
Invert Elev
HGL Elev
Grnd / Rim Elev
Line ID
coeff
(1)
flow
full
Line
To
Line
Incr
FTol
Incr
Total
Inlet
Syst
Size
Slope
Dn
Up
Dn
Up
Dn
Up
(ft)
(ac)
(C)
(min)
(min)
(in/hr)
(cfs)
(cfs)
(ft/s)
(in)
N
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
23
22
104 128
028
079
060
017
048
50
67
66
313
495
427
15
050
60377
60429
604.49
60501
60746
60852
E18 -E17
24
23
26 320
0 19
051
060
011
031
50
64
66
203
495
290
15
050
60449
60462
60544
60519
60852
60852
E19 -E18
25
24
95 673
032
032
060
019
019
50
50
70
1 35
790
388
15
1 28
60482
60604
60519
60650
60852
60948
E20 -E19
26
8
26 320
030
030
060
018
018
50
50
70
1 28
495
293
15
050
60477
60491
60530
60535
60847
60848
E35 -E22
27
1
159 957
022
068
0.60
013
041
50
11 1
57
232
965
5 19
15
1 90
60039
60343
60081
60404
60589
60835
E14 -E2
28
27
172 243
025
046
060
015
028
50
92
60
1 67
495
3.58
15
050
60363
60450
60414
60501
60835
608 13
E15 -E14
29
28
186 847
022
022
0.60
013
013
50
50
70
091
495
301
15
050
60470
60563
60506
60600
608 13
60938
E16 -E15
30
4
65 360
036
1 30
060
022
078
50
77
63
493
10 15
522
18
080
60232
60284
60306
60369
606.57
60676
E30 -E5
31
30
109 528
046
094
060
028
056
50
71
65
364
495
441
15
050
60309
60364
60389
60444
60676
60791
E31 -E30
32
31
210902
048
048
060
029
029
50
50
70
202
495
319
15
050
60384
60490
60459
60546
60791
60833
E32-1131
33
22
26 320
022
022
060
013
013
50
50
70
092
495
2 15
15
050
60377
60390
60444
60428
60746
60747
E34 -E17
34
7
26 320
039
039
060
023
023
50
50
70
1 64
495
276
15
050
60287
60300
60366
60351
60657
60657
E33 -E21
Project File STORM E stm
Number of lines 34
Run Date 12/11/2017
NOTES Intensity = 84 35 / (Inlet time + 15 10) A 0 83, Return period =Yrs 10 c = cir e = ellip b = box
Storm Sewers 00 40

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Storm Sewer Profile
Prod. file STORM E.stm
Elev. (ft)
CI� c0 L?
loco
O �
$ W LU w
La 43
� N=CO df
m
DE
C
C4 m�Q
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62200
62200
61700
:50172.2-¢ -
61700
61200
61200
I
60700
47U
60700
60200
60200
59700
0 50 100
HGL EGL
150
200 250 300
Reach (ft)
350
400 450
59700
500 550
Storm Sewers
:50172.2-¢ -
Storm Sewers

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Storm Sewer Profile
Elev (ft)
61900
[.'Ii6IIIII]
61100
60700
60300
59900
0
a
Proj file- STORM E.stm
25 50 75
-- HGL EGL
61900
61500
611 00
60700
60300
_ _ -- -- — 59900
100 125 150 175 200 225 250 275 300 325 350 375 400
Reach (ft)
Storm Sewers
I
1
25 50 75
-- HGL EGL
61900
61500
611 00
60700
60300
_ _ -- -- — 59900
100 125 150 175 200 225 250 275 300 325 350 375 400
Reach (ft)
Storm Sewers

Storm Sewer Profile
Prod. file STORM E stm
Elev (ft)
a
� P. P+,
� R� ISy
o
pW WW
E ? >
(4i WE
� �
J Q D
C_l
L9Ca
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p Lum
9 !�;
61600
61600
61300
61300
61000
61000
60700
60700
60400
60400
Lf -1
U.5Q�
601 00
0 10
HGL
20 30 40 50 60 70
EGL Reach (ft)
—60100
80 90 100
Storm Sewers

Storm Sewer Profile
Prod. file STORM E stm
Elev. (ft)
O A,
$ m
el
N �
r ®m
QwLUw o wW
X70 WE
61600
61600
61300
61300
61000
61000
60700
.60700
604 006
60400
601 00
601 00
0 10 20
HGL EGL
30
40 50 60 70 80 90 100
Reach (ft)
Storm Sewers

Storm Sewer Profile
Proj. file: STORM E.stm
Elev. (ft)
m
"t xn P. 4r m
,Q m mm
wmw ww
WE
61700
61700
61400
61400
611 00
611 00
60800
60800
60500
60500
60200
60200
0 10 20
HGL EGL
30
40 50 60 70 80 90 100
Reach (ft)
Storm Sewers

F.
Storm System F
Tabulation Report & Profiles

Storm Sewer Tabulation
Page 1
Station
Len
Drng Area
Rnoff
Area x C
Tc
Rain
Total
Cap
Vel
Pipe
Invert Elev
HGL Elev
Grnd / Rim Elev
Line ID
coeff
(1)
flow
full
Line
To
Incr
Total
Incr
Total
Inlet
Syst
Size
Slope
Dn
Up
Dn
Up
Dn
Up
Line
(ft)
(ac)
(ac)
(C)
(min)
(min)
(in/hr)
(cfs)
(cfs)
(ftls)
(in)
N
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
1
End
91 180
018
1342
060
011
805
5 0
192
4 5
3641
6894
6 63
36
0 91
60000
60083
60248
60279
60342
60768
F2 -F1
2
1
131 515
044
1207
0 60
026
724
5 0
187
4 6
3308
51 09
742
36
050
601 03
601 69
60279
60356
60768
60852
F3 -F2
3
2
26 320
0 71
908
060
043
545
50
187
4 6
2493
31 40
706
30
050
60219
60232
60387
60402
60852
60852
F4 -F3
4
3
139 991
042
766
060
025
4 59
50
182
4 6
21 27
31 41
672
30
050
60252
60322
60403
60479
60852
60963
F5 -F4
5
4
132 979
0 31
724
0 60
0 19
4 34
5 0
177
4 7
2035
31 42
6 63
30
050
60342
60409
60489
60562
60963
61093
F6 -F5
6
5
125 974
035
6 93
0 60
0 21
4 16
5 0
173
4 7
1970
31 42
6 57
30
0 50
60429
60492
60572
60642
61093
60967
F7 -F6
7
6
132 027
0 51
658
0 60
0 31
395
5 0
168
4 8
1894
31 42
649
30
0 50
60512
60578
60652
60725
60967
61007
F8 -F7
8
7
26 320
065
5 28
060
0 39
3 17
5 0
166
4 8
1525
3142
5 94
30
0 50
60598
60611
60725
60743
61007
61040
F9 -F8
9
8
211 128
005
237
060
003
1 42
5 0
153
5 0
710
1765
5 09
24
0 52
60661
60771
60749
60865
61040
611 96
F10 -F9
10
9
59 474
036
232
060
0 21
1 39
5 0
15 1
5 0
6 99
1881
765
18
274
60821
60984
60884
61086
611 96
61377
F11 -F10
11
10
272301
028
1 80
060
017
1 08
5 0
139
5 2
560
1557
533
18
1 87
61004
61514
610.86
61605
61377
61946
F12 -Fl l
12
11
35 105
010
1 52
060
006
0 91
5 0
138
5 2
474
495
459
15
050
61534
61552
61632
61650
61946
61927
F13 -F12
13
12
139 142
0 15
142
060
009
0 85
5 0
132
5 3
4 51
9 01
4.34
15
1 66
61572
61803
61699
618 89
61927
62204
F14 -F13
14
13
140 868
008
0 36
0 60
005
021
5 0
11 2
5 6
1 20
9 93
2 51
15
2 01
61823
621 07
61889
621 50
62204
62483
F15 -F14
15
14
124 360
0 05
027
060
003
016
5 0
8 9
6 1
0.99
925
397
15
1 75
621 27
62344
621 54
62383
62483
62729
F16 -F15
16
15
130 082
007
022
060
004
013
5 0
61
6 7
090
958
285
15
1 87
62344
62588
62383
62625
62729
62981
F17 -F16
17
16
34 320
016
016
060
0 09
009
5 0
5 0
7 0
067
4 95
276
15
050
62608
62625
62639
626 57
62981
62981
F18 -F17
18
13
34 320
020
0 91
0 60
012
055
5 0
6 8
6 6
359
4 95
440
15
050
61823
61840
61902
61919
62204
62203
F43 -F14
19
18
71 911
014
0 71
0 60
0 09
043
5 0
6 3
6 7
285
915
3 56
15
1 71
61860
619 83
61952
62051
62203
62380
F44 -F43
20
19
26 320
020
057
0 60
012
034
5 0
6 0
6 7
229
4 95
3 92
15
050
62003
62016
62063
62076
623 80
62380
F45 -F44
21
20
77 580
036
0 36
060
022
022
5 0
5 0
7 0
1 52
807
3 94
15
1 33
62036
621 39
62076
621 88
62380
62483
F46 -F45
22
2
82 459
053
255
060
032
1 53
5 0
7 9
6 3
963
1896
8 57
18
278
60319
60548
60395
60668
60852
60940
F25 -F3
Project File STORM F stm
Number of lines 45
Run Date 12/11/2017
NOTES Intensity = 84 35 / (Inlet time + 15 10)A 0 83, Return period =Yrs 10 c = cir e = ellip b = box
Storm Sewers v10 40

Storm Sewer Tabulation
Page 2
Station
Len
Drng Area
Rnoff
Area x C
Tc
Rain
Total
Cap
Vel
Pipe
Invert Elev
HGL Elev
Grnd / Rim Elev
Line ID
coeff
(1)
flow
full
Line
To
Line
Incr
Total
Incr
Total
Inlet
Syst
Size
Slope
Dn
Up
Dn
Up
Dn
Up
(ft)
(ac)
(ac)
(C)
(min)
(min)
(in/hr)
(cfs)
(cfs)
(ft/s)
(in)
N
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
23
22
117 805
024
202
060
014
1 21
50
76
64
773
909
723
15
1 69
60573
60772
60668
60882
60940
611 35
F26-1`25
24
23
126 318
038
1 79
060
023
1 07
50
72
64
692
768
667
15
1 20
60792
60944
60884
61049
611 35
61350
F27 -F26
25
24
208774
030
1 24
060
0 18
074
50
64
67
494
909
539
15
1 69
60964
61316
61049
61406
61350
61706
F28 -F27
26
25
163 813
030
075
060
0 18
045
50
53
69
312
847
535
15
146
61362
61602
61414
61673
61706
61991
F29 -F28
27
26
26 320
045
045
060
027
027
50
50
70
1 89
495
371
15
050
61622
61635
61675
61690
61991
61991
F30 -F29
28
25
26 320
0 19
019
060
011
011
50
50
70
080
495
1 98
15
050
61336
61349
61406
61384
61706
61706
F34 -F28
29
1
108 591
006
1 17
060
003
070
50
11 1
56
397
1025
628
15
215
60278
60511
60332
60592
60768
60983
F19 -F2
30
29
101 727
017
1 12
060
010
067
50
106
57
384
495
445
15
050
60531
60582
60614
60665
60983
61033
F20 -F19
31
30
131 547
006
094
060
004
057
50
98
59
333
495
390
15
050
60602
60668
60696
60741
61033
611 15
F21 -F20
32
31
96 086
023
088
060
014
0.53
50
92
60
317
495
427
15
050
60688
60736
60761
60809
611 15
61099
F22 -F21
33
32
184 922
022
066
060
013
039
50
78
63
249
853
385
15
1 49
60756
61031
60823
61094
61099
61395
F23 -F22
34
33
249775
044
044
060
026
026
50
50
70
1 84
815
427
15
1 36
61051
61390
61094
61444
61395
61734
F24 -F23
35
10
34 320
016
0 16
060
010
010
50
50
70
069
495
1 77
15
050
61004
61021
61086
61053
61377
61377
F33 -Fl 1
36
24
26 320
017
017
060
010
010
50
50
70
073
495
1 80
15
050
60964
60977
61049
610 10
61350
61350
F38 -F27
37
8
131 840
028
226
060
017
1 35
50
73
64
870
1733
536
24
050
60661
60727
60761
60832
61040
61204
F31 -F9
38
37
82 559
1 00
1 20
060
060
072
50
68
65
470
804
470
18
050
60777
60818
60859
60901
61204
611 48
F35 -F31
39
38
71 937
019
0 19
060
0 12
012
50
50
70
081
495
215
15
050
60843
60879
60901
60914
611 48
611 73
F36 -F35
40
37
156 953
038
038
060
023
023
50
50
70
1 59
1089
4.90
15
242
60802
611 82
60834
61232
61204
61769
F32 -F31
41
37
82 559
040
040
060
024
024
50
50
70
1 70
495
360
15
050
60802
60843
60853
60895
61204
611 37
F37 -F31
42
7
73 920
038
079
060
023
047
50
53
69
327
495
430
15
050
60723
60760
60797
60834
61007
61087
F41 -F8
43
42
26 320
040
040
060
024
024
50
50
70
1.69
495
260
15
050
60780
60793
60877
60845
61087
61087
F42 -F41
44
3
91 030
036
0 72
0 60
021
043
50
54
69
298
980
563
15
1 96
60377
60556
60424
60625
60852
60945
F39 -F4
Project File STORM F stm
Number of lines 45
Run Date 12/11/2017
NOTES Intensity = 84 35 / (Inlet time + 15 10) ^ 0 83, Return period =Yrs 10 c = ar e = ellip b = box
Storm Sewers v10 40

Storm Sewer Tabulation
Page 3
Station
Len
(ft)
Drng Area
Rnoff
coeff
(C)
Area x C
Tc
Rain
(1)
(in/hr)
Total
flow
(cfs)
Cap
full
(cfs)
Vel
(ft/s)
Pipe
Invert Elev
HGL Elev
Grnd / Rim Elev
Line ID
Line
To
Line
Incr
(ac)
Total
(ac)
Incr
Total
Inlet
(min)
Syst
(min)
Size
(in)
Slope
N
Dn
(ft)
Up
(ft)
Dn
(ft)
Up
(ft)
Dn
(ft)
Up
(ft)
45
44
26 320
036
036
060
0 21
0 21
50
5 0
7 0
1 51
4 95
339
15
050
60576
60589
60625
60637
60945
60945
F40 -F39
Project File STORM F stm
Number of lines 45
Run Date 12/11/2017
NOTES Intensity = 84 35 / (Inlet time + 15 10) ^ 0 83, Return period =Yrs 10 , c = cir e = ellip b = box
Storm Sewers v10 40

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Storm Sewer Profile
Elev (ft)
62800
62300
DIE 1[oIl]
61300
60800
60300
0
Proj. file: STORM F stm
�.-r
o ad cti
113 0:3
C3 ra t4 r
qW WW i}-.
Tw.acf
room ®
WWW N
rn
ti,r
W
WW
15fi= yS -15t � 56
-
9313401#- 24" 0.50;&
25 50 75
HGL EGL
62800
62300
61800
61300
60800
60300
100 125 150 175 200 225 250 275 300
Reach (ft)
Storm Sewers

Storm Sewer Profile
Proj. file- STORM F.stm
Elev (ft)
oW-
Q o` to a
®moo
+wtuw
c c
Ln
J or
N �s
nci
p Wig
WE
62300
62300
62000
62000
61700
61700
61400
—
61400
611 00
611 00
60800
0 10 20
HGL EGL
608 00
30 40 50 60 70 80 90 100
Reach (ft)
Storm Sewers

Storm Sewer Profile
Proj. file- STORM F.stm
Elev. (ft)
3
Q
to K0J
$
P W w w
WEE
m
N �
C)
p tow
W.S
626.00
62600
62300
62300
62000
62000
617 00
61700
61400
61400
L -1
0.50
611 00
0 10
HGL
20 30
EGL
611 00
40 50 60 70 80 90 100
Reach (ft)
Storm Sewers

Storm Sewer Profile Proj. file: STORM F stm
Elev (ft)
62000
� GD em
�
qW WW
�E9>>
iA�' c �
��
En
Ca ,;P� •�¢KO
0immm
q WWLII
Co WEE
vn
3
®�
�
� W�
W
62000
61700
61700
61400
61400
611 00
611 00
608 00
037
60800
60500
0
HGL
25 50
EGL
75 100 125
Reach (ft)
60500
150 175
Storm Sewers
��
Storm Sewers

Storm Sewer Profile
Proj file- STORM F stm
Elev (ft)
c -Q
o �'
& w Luw
mWEE
Q
�r
cac�q
;;;Co
�, ui w
WE
621 00
621 00
I
61800
61800
61500
61500
61200
—
61200
60900
60900
60600
60600
0 10 20
HGL EGL
30 40 50 60
Reach (ft)
70 80 90 100
Storm Sewers

Storm Sewer Profile
Proj file: STORM F stm
Elev (ft)
62200
o � o 00
w ui w
.N E a >
ra W E
(6 W CD
o Lu W
m �
W-
62200
61900
—61900
61600
61600
61300
61300
I^
61000
61000
V:N I15(]
60700
0 10 20
HGL EGL
30 40 50 60
Reach (ft)
—60700
70 80 90 100
Storm Sewers

Stora Sewer Profile Prot file- STORM F stm
CV M
p C4 R7
Elev. (ft)
621 00
RV R9
Co 01,d 1d
a
RI K!!
[Y1 Ld
621 00
61700
61700
61300
61300
60900
60900
60500
605 00
60100
0
10 20 30 40 50 60 70
HGL EGL Reach (ft)
-
80 90 100 110
120
60100
Storm Sewers

Storm Sewer Profile
Prod file: STORM F stm
3
(� Gw�
q to e49 k-
Elev. (ft) $ m
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G.
Storm System G
Tabulation Report & Profiles

Storm Sewer Tabulation
Page 1
Station
Len
Drng Area
Rnoff
Area x C
Tc
Rain
Total
Cap
Vel
Pipe
Invert Elev
HGL Elev
Grnd / Rim Elev
Line ID
coeff
(1)
flow
full
Line
To
Incr
Total
Incr
Total
Inlet
Syst
Size
Slope
Dn
Up
Dn
Up
Dn
Up
Line
(ft)
(ac)
(ac)
(C)
(min)
(min)
(in/hr)
(cfs)
(cfs)
(ft/s)
(in)
N
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
1
End
34 007
023
473
060
014
2 84
5 0
8 7
6 1
1737
31 42
516
30
050
59950
59967
601 45
601 08
60238
60871
G2 -G1
2
1
131 840
005
450
060
003
270
5 0
8 0
6 3
1689
31 42
627
30
050
59987
60053
601 18
601 92
60871
60838
G3 -G2
3
2
52 257
0 10
353
060
0.06
212
5 0
7 7
6 3
1338
31 42
569
30
050
60073
60099
601 92
60222
60838
60718
G4 -G3
4
3
26 320
0 15
343
060
009
206
5 0
7 6
6 3
1305
1733
605
24
0 50
601 49
601 62
60279
60292
60718
60718
G5 -G4
5
4
65 352
034
328
060
020
1 97
5 0
7 4
64
1261
1732
599
24
050
601 82
60215
60309
60342
60718
60749
G6 -G5
6
5
34 320
006
2 94
0 60
003
1 76
5 0
7 2
6 4
11 37
1733
580
24
0 50
60235
60252
60353
60373
60749
60749
G7 -G6
7
6
54 295
040
1 15
0 60
024
0 69
5 0
6 9
6 5
4 51
804
464
18
050
60302
60329
60382
60411
60749
60665
G11-137
8
7
187 825
0 31
0 63
0 60
019
0 38
5 0
5 4
6 9
2 60
6 85
444
15
0 96
60354
60534
60411
60599
60665
60924
G12-Gl 1
9
8
26 320
032
032
060
019
019
5 0
5 0
7 0
1 33
4 95
332
15
050
60554
60567
60599
60612
609.24
60924
G13 -G12
10
2
28 031
023
0 92
0 60
0.14
055
5 0
6 7
6 6
363
4 95
440
15
050
604.49
60463
60528
60542
60838
60902
G15 -G3
11
10
26 320
028
069
0 60
017
0 41
5 0
6 5
6 6
273
495
262
15
050
60483
60496
60587
60590
60902
60902
G16 -G15
12
11
131 869
0 41
041
0 60
025
025
5 0
5 0
7 0
1 74
495
2 84
15
050
60516
60582
60595
60634
60902
60925
G17 -G16
13
6
82 213
053
1 73
060
032
1 04
5 0
6 3
6 7
692
1333
652
18
1 37
60302
60415
60379
60517
60749
60928
G8 -G7
14
13
90 393
056
1 20
0 60
033
072
5 0
5 8
6 8
4 89
804
4 75
18
050
60435
60480
60519
60565
60928
60851
G9 -G8
15
14
100 485
0 64
064
0 60
0 38
038
5 0
5 0
7 0
269
558
4 31
15
0 64
60505
60569
60566
60635
60851
60912
G10 -G9
16
7
26 320
0 13
013
060
0.08
008
5 0
5 0
7 0
054
1004
1 78
15
2 06
603 54
60408
60411
60437
60665
60702
G14 -G11
Project File STORM G stm
Number of lines 16
Run Date 12/11/2017
NOTES Intensity = 84 35 / (Inlet time + 15 10) ^ 0 83, Return period =Yrs 10 c = cir e = ellip b = box
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Storm Sewer Profile Pro, file- STORM G.Stm
Elev (ft)
62000
61200
60800
60400
60000
0
25 50 75
HGL EGL
62000
61600
61200
60800
60400
-15"@050%
- ---— 600 00
100 125 150 175 200 225 250 275
Reach (ft)
Storm Sewers
111111
25 50 75
HGL EGL
62000
61600
61200
60800
60400
-15"@050%
- ---— 600 00
100 125 150 175 200 225 250 275
Reach (ft)
Storm Sewers

Storm Sewer Profile
Proj. file: STORM G.stm
Elev. (ft)
r
Es
go CR
o Q� ®Q
o , m
AWu1w o wui
�IrCE m IrE
61600
61600
61300
61300
61000
61000
60700
60700
604 00
-
604 00
1CiLi--;"W.50%
601 00
601 00
0 10 20 30 40 50 60 70
HGL EGL Reach (ft)
80 90 100
Storm Sewers

Storm Sewer Profile
Prod file STORM G stm
DE
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�QOA
Elev. (ft)
o r
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61700
61700
61400
61400
$t.869ti-1� � f1.6
320.Lf=15_@_0 5.0
- --28- 3'hL-�f-9.50
611 00
611 00
960800
60800
60500
JIF60200
60500
0
25 50 75
HGL EGL
100
Reach (ft)
125 150
60200
175 200
O � C69 CO
qW WW �
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WWW r
fA
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WW
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$t.869ti-1� � f1.6
320.Lf=15_@_0 5.0
- --28- 3'hL-�f-9.50
Storm Sewers

H.
Inlet Capacity Chart /Spread
Calculations

PROJECT Breaburn
LOCATION Town on Indian Trail, NC
RAINFALL INTENSITY 4001NIHR
10 -YR STORM: SPREAD CALCULATIONS / INLET CAPACITY CHART
DESIGNED BY _ JAC DATE 12111/2017 MAXIMUM ALLOWABLE SPREAD FOR VALLEY
CHECKED BY MRR DATE CURB AND GUTTER = 7'
REFERENCE "Town of Indian Trail - Land Development Standards"
STORM SYSTEM A
INLET#
DRAINAGE INLET'C'
AREA
INLET TYPE
SURFACE'Q'
SUB TOTAL
SLOPE
LONG TRANS
K
QCAP
INLET
SPREAD
DEPTH
BYPASS To In let#
Q REMARKS
CB#A3
055
060
SAG -DOUBLE
132
154
000%
208%
N/A
N/A
625
013
000
N/A
CB#A4
059
060
SAG -DOUBLE
142
1 53
000%
208%
N/A
N/A
625
013
000
N/A
CB#A9
054
060
SAG -DOUBLE
130
1 30
000%
208%
N/A
N/A
561
012
000
N/A
CB#A1O
019
060
SAG -SINGLE
046
046
000%
208%
N/A
N/A
353
007
000
N/A
CB#All
004
060
ON GRADE
010
010
400%
208%
330
020
225
005
000
CB#A1 O
CB#A16
041
060
ON GRADE
098
098
1 41 %
208%
240
087
656
014
012
1 CB#A4
CB#A17
014
060
ON GRADE
034
034
141%
208%
240
044
438
009
000
CB#A16
CB#A18
004
060
ON GRADE
010
010
1 41 %
208%
240
020
274
006
000
CB#A17
CB#A19
007
060
ON GRADE
017
017
141%
208%
240
029
338
007
000
CB#A18
CB#A20
040
060
ON GRADE
096
096
141%
208%
240
085
649
014
Oil
CB#A32
CB#A21
015
060
ON GRADE
036
036
100%
208%
21 0
045
480
010
000
CB#A4
CB#A22
021
060
ON GRADE
050
056
100%
208%
210
059
565
012
000
CB#A21
CB#A23
033
060
ON GRADE
079
079
100%
208%
210
074
6 44
0 13
005
CB#A22
CS#A24
014
060
ON GRADE
034
034
100%
208%
210
043
4 67
0 10
000
CB#A31
CB#A28
028
060
ON GRADE
067
070
1 27%
208%
230
070
5 90
0 12
001
CB#A9
CB#A29
032
060
ON GRADE
077
077
127%
208%
23 0
074
6 09
0 13
003
CB#A28
CB#A30
041
060
ON GRADE
098
1 16
1 41 %
208%
240
096
6 98
0 15
020
CB#A3
CB#A31
029
060
ON GRADE
070
070
100%
208%
210
068
6 14
13
01
002
CB#A3
CB#A32
042
060
ON GRADE
1 01
1 11
1 41 %
208%
240
094
6 87
0 14
018
C B#A30
CB#A33
013
060
ON GRADE
0 31
0 31
127%
208%
230
042
4 35
0 09
000
CB#B65

PROJECT Breaburn
LOCATION Town on Indian Trail, NC
RAINFALL INTENSITY 4001N/HR
10 -YR STORM: SPREAD CALCULATIONS / INLET CAPACITY CHART
DESIGNED BY _ JAC DATE 12/11/2017 MAXIMUM ALLOWABLE SPREAD FOR VALLEY
CHECKED BY MRR DATE CURB AND GUTTER = 7'
"Town of Indian Tr I - Land D -1--f S��n.aemd•
STORM SYSTEM 13
INLET#
DRAINAGE INLET'C'
AREA
INLETTYPE
SURFACE'Q'
SUB. TOTAL
SLOPE
LONG TRANS
K
QCAP
INLET
SPREAD
DEPTH
BYPASS To Inlet#
Q REMARKS
CB#B3
042
060
SAG -SINGLE
101
101
000%
208%
N/A
N/A
599
012
000
N/A
CB#B4
004
060
ON GRADE
010
010
327%
208%
320
021
234
005
000
CB#B3
CB#B5
003
060
ON GRADE
007
007
327%
208%
320
017
210
004
000
CB#B22
CB#B6
001
060
ON GRADE
002
002
100%
208%
21 0
008
174
004
000
CB#B7
CB#B7
010
060
SAG -SINGLE
024
024
000%
208%
N/A
N/A
230
005
000
N/A
CB#B8
005
060
ON GRADE
012
013
100%
208%
21 0
023
324
007
000
CB#B7
CB#B9
028
060
ON GRADE
067
067
100%
208%
21 0
067
606
013
001
CB#B8
CB#B10
034
060
ON GRADE
082
089
100%
208%
21 0
079
673
014
010
CB#B11
CB#B11
005
060
ON GRADE
012
022
100%
208%
21 0
033
396
008
000
CB#B12
CB#B12
032
060
SAG -SINGLE
077
077
000%
208%
N/A
N/A
500
010
000
N/A
CB#B14
041
060
SAG -SINGLE
098
108
000%
208%
N/A
N/A
627
013
000
N/A
CB#B15
058
060
SAG -DOUBLE
1 39
1 139
000%
208%
N/A
N/A
586
012
000
N/A
CB#817
035
060
SAG -SINGLE
084
1 084
000%
208%
N/A
N/A
531
Oil
000
N/A
CB#B18
059
060
SAG -DOUBLE
142
1 142
000%
208%
N/A
N/A
592
012
000
N/A
CB#B19
007
060
ON GRADE
017
021
200%
208%
270
033
342
007
000
CB#B18
CB#820
035
060
ON GRADE
084
084
1 51 %
208%
250
080
610
013
004
CB#B19
CB#B21
034
060
ON GRADE
082
082
151%
208%
250
079
603
013
003
CB#B70
CB#B22
072
060
SAG -DOUBLE
1 73
173
000%
208%
N/A
N/A
677
014
000
NIA
CB#B25
025
060
ON GRADE
060
060
1 00%
208%
21 0
062
581
012
000
CB#B9
CB#B26
019
060
ON GRADE
046
046
100%
208%
210
052
1 524
Oil
000
CB#B25
CB#827
034
060
ON GRADE
082
082
100%
208%
210
075
652
014
006
CB#B73
CB#B28
067
060
SAG -DOUBLE
161
161
000%
208%
N/A
N/A
645
013
000
N/A
CB#B35
049
060
SAG -DOUBLE
1 18
131
000%
208%
N/A
N/A
564
012
1 000
N/A
CB#836
059
060
SAG -DOUBLE
1 42
1 42
000%
208%
N/A
N/A
592
012
000
N/A
CB#841
028
060
ON GRADE
067
071
197%
208%
270 1
071
544
011
000
CB#B15
CB#B42
034
060
ON GRADE
082
082
197%
208%
270
078
574
012
003
CB#B41
CB#B43
053
060
ON GRADE
1 27
1 27
197%
208%
27 0
103
678
014
024
CB#B66
CB#B53
039
060
ON GRADE
094
094
1 00%
208%
210
082
686
014
012
CB#B54
CB#B54
029
060
SAG -SINGLE
070
081
000%
208%
N/A
N/A
520
Oil
000
N/A
CB#855
051
060
SAG -DOUBLE
1 22
1 22
000%
208%
N/A
N/A
538
Oil
000
N/A
CB#B56
020
060
ON GRADE
048
050
1 00%
208%
21 0
055
541
Oil
000
CB#B55
CB#857
029
060
ON GRADE
070
070
100%
208%
21 0
068
614
013
002
CB#B56
CB#B58
013
060
ON GRADE
031
031
100%
208%
21 0
041
454
009
000
CB#857
CB#B59
016
060
ON GRADE
038
038
104%
208%
210
046
488
010
000
CB#858
CB#B60
040
060
ON GRADE
096
096
104%
208%
210
082
688
014
014
CB#B83
CB#B63
017
060
ON GRADE
041
041
200%
208%
270
050
441
009
000
CB#B18
CB#B64
036
060
SAG -SINGLE
086
086
000%
208%
NIA
N/A
541
Oil
000
N/A
CB#B65
052
060
SAG -SINGLE
125
125
000%
208%
N/A
N/A
691
014
000
N/A
CB#B66
030
060
ON GRADE
072
095
197%
208%
270
087
610
013
010
CB#B14
CB#B67
013
060
ON GRADE
031
031
200%
208%
27 0
043
399
008
000
CB#B17
CB#B68
056
060
SAG -DOUBLE
1 34
1 34
000%
208%
N/A
N/A
572
012
000
1 N/A
CB#B69
024
060
ON GRADE
058
059
1 51%
208%
250
064
534
Oil
000
C B#B28
CB#B70
031
060
ON GRADE
074
077
151%
208%
250
076
591
012
001
CB#B69
CB#B71
016
060
ON GRADE
038
038
200%
208%
27 0
049
431
009
000
CB#B3
CB#B72
011
060
ON GRADE
026
026
151%
208%
250
039
395
008
000
CB#B15
CB#B73
032
060
ON GRADE
077
083
100%
208%
210
076
657
014
007
CB#B1 O
CB#B79
019
060
ON GRADE
046
046
127%
208%
230
053
501
010
000
CB#B54
CB#B80
003
060
ON GRADE
007
007
127%
208%
230
21
2 51
0 OS
0 00
CB#B79
CB#B81
034
060
ON GRADE
082
082
127%
208%
230
0 76
6 23
013
005
CB#B55
CB#B83
022
1 060
ON GRADE
053
053
104%
208%
23 0
062
1 550 1
Oil
000
CB#B35

PROJECT Breaburn
LOCATION Town on Indian Trail, NC
RAINFALL INTENSITY 4 00 IN1HR
10 -YR STORM: SPREAD CALCULATIONS / INLET CAPACITY CHART
DESIGNED BY _ JAC DATE 1 211 112 01 7 MAXIMUM ALLOWABLE SPREAD FOR VALLEY
CHECKED BY MRR DATE CURB AND GUTTER = 7'
REFERENCE "Town of Indian Trail -Land Develo ment Standards"
STORM SYSTEM C
INLET#
DRAINAGE INLET'C'
AREA
INLETTYPE
SURFACE'Q'
SUB TOTAL
SLOPE
LONG TRANS
K
QCAP
INLET
SPREAD
DEPTH
BYPASS To Inlet#
Q REMARKS
CB#C3
058 060
SAG -DOUBLE
139
1 47
0 00 %
2 08 %
N/A
N/A
607
013
000
N/A
CB#C4
020 060
ON GRADE
048
048
200%
2 08 %
270
056
469
010
00 0
CB#C3
CB#C5
003 060
ON GRADE
007
007
200%
208%
270
017
230
005
000
CB#C4
CB#C6
017 060
ON GRADE
041
041
200%
208%
270
050
441
009
000
CB#C15
CB#C15
035 060
ON GRADE
0 84
084
134%
2 08 %
230
076
624
013
008
CB#C3

PROJECT Breaburn
LOCATION Town on Indian Trail, NC
RAINFALL INTENSITY 4 00 IN/HR
10 -YR STORM: SPREAD CALCULATIONS / INLET CAPACITY CHART
DESIGNED BY _ JAC DATE 12/11/2017 MAXIMUM ALLOWABLE SPREAD FOR VALLEY
CHECKED BY MRR DATE CURB AND GUTTER = 7'
"Tnwn of Indian Trail - I and f]avainnmenf Standard -
STORM SYSTEM D _
INLET#
DRAINAGE INLET'C'
AREA
INLETTYPE
SURFACE'Q'
SUB TOTAL
SLOPE
LONG TRANS
K
Q CAP
INLET
SPREAD
DEPTH
BYPASS To Inlet#
Q REMARKS
CB#D3
063
060
SAG -DOUBLE
151
152
00o%
208%
N/A
N/A
621
013
1 000
N/A
CB#D4
020
060
SAG -SINGLE
048
048
000%
208%
N/A
N/A
365
008
000
N/A
CB#D5
013
060
ON GRADE
031
031
116%
208%
220
041
442
009
000
CB#D4
CB#D6
019
060
ON GRADE
046
049
100%
208%
21 0
055
539
Oil
000
CB#D5
CB#D7
031
060
ON GRADE
074
074
1 00%
208%
21 0
071
630
013
003
CB#D6
CS#D8
029
060
ON GRADE
070
070
1 00%
2 08 %
21 0
068
614
013
002
CB#D23
CB#D10
036
060
SAG -SINGLE
086
089
000%
208%
N/A
N/A
550
Oil
000
N/A
CB#D11
041
060
SAG -SINGLE
098
098
0 00 %
208%
N/A
N/A
590
012
000
N/A
CB#D12
011
060
ON GRADE
026
026
139%
208%
240
038
401
008
000
CB#D11
CB#D13
010
060
ON GRADE
024
065
1 39%
208%
240
067
562
012
000
CB#D12
CB#D14
032
060
ON GRADE
0 77
1 00
1 98%
208%
270
089
618
013
Oil
CB#D13
CB#D15
053
060
ON GRADE
1 27
1 38
1 98%
208%
270
108
698
015
030
CB#D13
CB#D16
041
060
ON GRADE
098
098
198%
208%
270
088
615
013
011
CB#D15
CB#D17
026
060
ON GRADE
062
062
198%
208%
270
066
519
011
000
CB#D16
CB#D18
027
060
ON GRADE
065
065
198%
1 208%
270
068
526
011
000
CB#D17
CB#D19
006
060
ON GRADE
014
0 14
1 98%
208%
270
026
299
006
000
CB#D18
CB#D20
013
060
ON GRADE
031
031
1 15%
208%
220
041
443
009
000
CB#D19
CB#D21
017
060
ON GRADE
041
045
1 15%
208%
220
052
508
Oil
000
CB#B27
CB#D22
032
060
ON GRADE
077
077
1 15%_
208%
220
073
621
013
004
CB#D21
CB#D23
023
060
ON GRADE
055
057
100%
208%
21 0
060
569
012
000
CB#D5
CB#D24
021
060
ON GRADE
050
050
1 16%
208%
220
056
529
Oil
000
CB#D5
CB#D25
028
060
ON GRADE
067
067
1 16%
208%
220
067
589
012
001
CB#D3
CB#D26
025
060
ON GRADE
060
060
1 16%
2 08 %
220 1
062
565
012
000
CB#D25
CB#D27
045
060
SAG -SINGLE
1 08
1 08
000%
208%
N/A
N/A
628
013
000
N/A
CB#D28
025
060
ON GRADE
060
060
1 00%_
208%
210
062
581
012
000
CB#D27
CB#D29
024
060
ON GRADE
058
058
1 00%
2 08 %
210
060
572
012
000
CB#D64
CB#D30
005
060
ON GRADE
012
018
200%
208%
270
030
324
007
000
CB#D11
CB#D31
032
060
ON GRADE
077
080
1 16%
208%
220
074
630
013
006
CB#D30
CB#D32
026
060
ON GRADE
062
064
1 16%
208%
22 0
065
579
012
000
CB#D26
CB#D33
029
060
ON GRADE
070
070
1 16%
2 08 %
220
068
597
012
002
CB#D32
CB#D34
031
060
ON GRADE
074
074
1 16%
1 208%
220 1
071
612
013
003
CB#D31
CS#D35
026
060
ON GRADE
062
062
1 16%
208%
220
064
573
012
000
CB#D34
CB#D36
004
060
ON GRADE
010
0 10
1 16%
2 08 %
220
020
284
006
000
CB#D35
CB#D37
015
060
ON GRADE
036
036
2 31 %
2 08 %
290
048
410
009
000
CB#D36
CB#D38
015
060
ON GRADE
036
036
2 31 %
208%
290
048
410
009
000
CB#B22
CB#D44
006
060
ON GRADE
014
1 025
1 39%
208%
240
037
391
008
000
CB#D69
CB#D45
020
060
ON GRADE
048
048
1 39%
2 08 %
240
056
502 1
010
000
CB#D13
CB#D46
0 40
060
ON GRADE
096
096
1 39%
208%
240
086
651
014
010
CB#D44
CB#D57
018
060
ON GRADE
043
046
100%
208%
21 0 1
052
525
Oil
000
CB#D3
CB#D58
004
060
ON GRADE
010
0 10
100%
2 08 %
21 0
020
292
005
000
CS#D4
CB#D59
003
060
ON GRADE
007
007
100%
208%
21 0
016
262
005
000
CB#D60
CB4D60
030
060
SAG -SINGLE
072
082
000%
208%
N/A
N/A
521
Oil
000
N/A
CB#D61
043
060
SAG -SINGLE
1 03
113
000%
208%
N/A
N/A
646
013
000
N/A
CB#D62
037
060
ON GRADE
089
089
100%
208%
21 0
079
673
014
010
CB#D61
CB#D63
037
060
ON GRADE
089
089
100%
2 08 %
21 0
079
673
014
010
CB#D60
CB#D64
049
060
SAG -SINGLE
118
118
000%
208%
N/A
N/A
664
014
000
N/A
CB#D67
052
060
ON GRADE
125
125
1 98%
208%
270
1 02
672
014
023
CB#D14
CB#D68
030
060
ON GRADE
0 72
0 72
1 00%
208%
21 0
069
622
013
003
CB#257
CB#D69
032
060
ON GRADE
077
077
139%
208%
240 1
075
599
012
002
CID10
CB#D70
024
060
ON GRADE
058
058
116%
208%
220 1
060
566
012
000
CB#D33

PROJECT Breaburn
LOCATION Town on Indian Trail, NC
RAINFAI I INTFNCITV d nn IN/HR
10 -YR STORM: SPREAD CALCULATIONS / INLET CAPACITY CHART
DESIGNED BY _ JAC DATE 1 211 112 01 7 MAXIMUM ALLOWABLE SPREAD FOR VALLEY
CHECKED BY MRR DATE CURB AND GUTTER = 7'
arim:r�arrmrirrrtw�rr. r.•-nnrrnana><-ir
STORM SYSTEM E
INLET#
DRAINAGE INLET'C'
AREA
INLET TYPE
SURFACE'Q'
SUB TOTAL
SLOPE
LONG TRANS
K
QCAP
INLET
SPREAD
DEPTH
BYPASS Tolnlet#
Q REMARKS
CB#E3
052
060
SAG -DOUBLE
1 25
138
0 00 %
208%
N/A
N/A
582
012
000
N/A
CB#E4
046
060
SAG -SINGLE
1 10
120
000%
208%
NIA
N/A
673
014
000
N/A
CB#E6
043
060
SAG -SINGLE
1 03
103
0 00 %
208%
N/A
N/A
609
013
000
N/A
CB#E7
047
060
SAG -SINGLE
113
113
000%
2 08 %
N/A
N/A
646
013
000
N/A
CB#E17
020
060
ON GRADE
048
049
100%
208%
21 0
054
537
Oil
000
CB#E4
CB#E18
028
060
ON GRADE
067
1 067
100%
208%
210
067
606
013
001
CB#E17
CB#E19
019
060
ON GRADE
046
050
100%
208%
210
055
543
011
000
CB#E34
CB#E20
032
060
ON GRADE
077
077
100%
208%
21 0
072
637
013
004
CB#E19
CB#E21
037
060
ON GRADE
089
089
100%
208%
21 0
079
673
014
010
CB#E4
CB#E22
019
060
ON GRADE
046
046
100%
2 08 %
21 0
052
524
Oil
000
CB#E21
CB#E23
007
060
ON GRADE
017
017
1 00 %
2 08 %
21 0
028
360
007
000
CB#E22
CB#E24
028
060
ON GRADE
067
067
100%
2 08 %
21 0
067
606
013
001
CB#E35
CB#E27
012
060
ON GRADE
029
029
128%
2 08 %
230
040
421
009
000
1 CB#E28
CB#E28
032
060
SAG -SINGLE
077
081
000%
208%
N/A
N/A
519
Oil
000
N/A
CB#E29
066
158
158
000%
2O8 %
N/A
N/A
638
013
000
NIA
CB#E33
039
�60SAIG-DOUBLE
N GRADE
094
096
100%
208%
21 0
083
694
014
013
CB#E3
CB#E34
022
N GRADE
053
053
100%
208%
21 0
057
554
012
0 00
CB#E3
CB#E35
030
060
ON GRADE
072
073
1 00 %
208%
21 0
0 70
6 24
0 13
0 03
CB#E33
STORM SYSTEM F
INLET#
DRAINAGE INLET'C'
AREA
INLET TYPE
SURFACE'Q'
SUB. TOTAL
SLOPE
LONG TRANS
K
QCAP
INLET
SPREAD
DEPTH
BYPASS
Q
ToInlet #
REMARKS
CB#F3
044
060
SAG -DOUBLE
1 06
1 36
000%
208%
N/A
N/A
576
012
000
N/A
CB#F4
071
060
SAG -DOUBLE
1 70
1 77
0 00 %
208%
N/A
N/A
688
014
000
N/A
CB#F8
051
060
SAG -DOUBLE
1 22
131
0 00 %
208%
N/A
N/A
563
012
000
N/A
CB#F9
065
060
SAG -DOUBLE
1 56
167
000%
208%
NIA
N/A
661
014
000
N/A
CB#F10
005
060
ON GRADE
012
018
100%
208%
210
029
368
008
000
CB#F9
CB#F11
036
060
ON GRADE
086
086
2 00 %
2 08 %
270
081
585
012
006
1 CB#F10
CB#F12
028
060
ON GRADE
067
067
200%
1 208%
270
069
532
Oil
000
CB#Fl l
CB#F13
010
060
ON GRADE
024
024
200%
208%
270
036
362
008
000
CB#D45
CB#F14
015
060
ON GRADE
036
036
2 00 %
208%
270
047
421
009
000
CB#F13
CB#F15
008
060
ON GRADE
019
019
2 00 %
2 08 %
270
031
333
007
000
CB#F14
CB#F16
005
060
ON GRADE
012
012
200%
208%
270
023
279
006
000
CB#F15
CB#F17
007
060
ON GRADE
017
017
2 00 %
208%
270
029
316
007
000
CB#F16
CB#F18
016
060
ON GRADE
038
038
2 00 %
208%
270
049
431
009
000
CB#F46
C13#F25
053
060
ON GRADE
127
1 27
1 71 %
208%
260
104
1 696
014
023
CB#F3
CB#F26
024
060
ON GRADE
058
064
1 71 %
208%
260
068
540
oil
000
CB#F25
CB#F27
038
060
ON GRADE
091
091
1 71 %
208%
260
084
614
013
007
CB#F26
C13#F28
030
060
ON GRADE
072
072
1 71 %
208%
260
073
562
012
000
CB#F27
CB#F29
030
060
ON GRADE
072
072
1 71 %
208%
260
073
562
012
000
CB#F28
CB#F30
045
060
ON GRADE
108
1 08
1 71 %
2 08 %
260
094
655
014
014
CB#F34
CB#F33
016
060
ON GRADE
038
038
2 00 %
2 08 %
270
049
431
009
000
CB#G8
CB#F34
019
060
ON GRADE
046
060
1 71 %
208%
260
065
525
Oil
000
CB#F42
CB#F38
017
060
ON GRADE
041
041
1 71 %
208%
260
051
454
009
000
CB#F4
CB#F39
036
0 60
ON GRADE
086
086
125%
208%
230
080
639
013
007
CB#F4
CB#F40
036
060
ON GRADE
086
086
125%
208%
230
080
639
013
007
CB#F3
CB#F41
036
060
ON GRADE
091
091
207%
208%
27 0
082
693
012
009
CB#F8
CB#F42
040
060
ON GRADE
096
096
2 07 %
208%
270
085
604
013
Oil
CB#F9
CB#F43
020
060
ON GRADE
048
048
200%
208%
270
056
469
010
000
CB#F12
CB#F44
014
060
ON GRADE
0 34
034
133%
208%
230
043
443
009
000
CB#F43
CB#F45
020
060
ON GRADE 1
048
054
1 33 %
208%
23 0
058
528
Oil
0 00CB#F43
CB#F46
036
060
ON GRADE 1
086
086
200%_
2 O8%
270
081
1 585
0 12
006
CB#F45

PROJECT Breabum
LOCATION Town on Indian Trail, NC
RAINFALL INTENSITY 4001N/HR
10 -YR STORM: SPREAD CALCULATIONS / INLET CAPACITY CHART
DESIGNED BY'- JAC DATE* 12/11/2017 MAXIMUM ALLOWABLE SPREAD FOR VALLEY
CHECKED BY MRR DATE CURB AND GUTTER = 7'
REFERENCE "Town of Indian Trail -Land Develooment Standards"
STORM SYSTEM G
INLET#
DRAINAGE INLET'C'
AREA
INLET TYPE
SURFACE V
SUB TOTAL
SLOPE
LONG. TRANS.
K
Q CAP
INLET
SPREAD
DEPTH
BYPASS To Inlet #
Q I REMARKS
CB#G3
029
060
ON GRADE
070
070
229%
2 08 %
290
072
526
oil
000
CB#G4
CB#G4
010
060
ON GRADE
024
024
2 29 %
2 08 %
290
037
353
007
000
N/A
CB#G5
042
060
ON GRADE
101
101
2 29 %
208%
290
091
604
013
009
N/A
CB#G6
034
060
ON GRADE
082
082
220%
208%
290
081
562
012
001
N/A
CB#G7
006
060
ON GRADE
014
035
220%
208%
290
047
407
008
000
N/A
CB#G8
053
060
ON GRADE
127
127
220%
208%
290
107
664
014
020
CB#G7
CB#G11
040
060
ON GRADE
096
099
200%
208%
270 1
088
616
013
Oil
N/A
CB#G12
031
060
ON GRADE
074
074
100%
208%
210
071
630
013
003
CB#G11
CB#G13
032
060
ON GRADE
077
077
100%
208%
210
072
637
013
004
CB#E28
CB#G14
013
060
ON GRADE
031
031
200%
208%
270
043
399008
000
N/A
CB#G 15
023
060
ON GRADE
055
055
2 29 %
2 08 %
290
063
482
010
000
CB#G3
CB#G16
028
060
ON GRADE
067
067
229%
208%
290
071
519
011
000
CB#G5