Agenda packet — Covina City Council, July 15, 2025 (part 4 of 8)

H
ol el n
b
e
c
k
A
v
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E Workman Ave W Workman Ave
W Idahome St
S
Firc
raft A
v
e
S
A
bl e
rts
o
n
A
v
e
S
Midsite
A
ve
S
H
ol el n
b
e
c
k
A
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1 8
4 6
3 5
7 9

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 40
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 463 of 1383 ends

H
ol el n
b
e
c
k
A
v
e
E Workman Ave W Workman Ave
W Idahome St
S
Firc
raft A
v
e
S
A
bl e
rts
o
n
A
v
e
S
Midsite
A
ve
S
H
ol el n
b
e
c
k
A
ve

0.0 3
9 0.0
4 6

0.0 9
4 0.0
5 5

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 40
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 464 of 1383 ends

Area 40 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 54.000 0.015 3.168 0.039 3.717 3.703 0.640 2.513 2.498 2 4 5 3 8.000 292.000 0.014 0.845 0.094 0.567 0.553 0.640 0.383 0.370 3 6 7 5 8.000 264.000 0.008 1.125 0.055 1.061 1.053 0.640 0.717 0.709 4 8 9 7 8.000 123.000 0.004 0.675 0.046 0.718 0.714 0.640 0.486 0.482 Date: Monday, July 06, 2020, Time: 21:32:27, Page 1 Page 465 of 1383 Area 40 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 4 0.500
3 6 0.500
4 8 0.500
Date: Monday, July 06, 2020, Time: 21:32:27, Page 2 Page 466 of 1383 Area 40 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
8 6
4 1
9 7
5 3
2 470.0
472.3
474.6
476.9
479.2
481.5
483.8
486.1
488.4
490.7
493.0

0.0 73.2 146.4 219.6 292.8 366.0 439.2 512.4 585.6 658.8 732.0

Page 467 of 1383 ends

S
F
e
n
mi o
re
A
ve
W Workman Ave
W Rowland St
S
Midsite
A
ve
S
Firc
raft A
v
e
S
Ald
e
n
ville
A
v
e
S
A
bl e
rts
o
n
A
v
e
1 4
7 3
5 6

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 41
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 468 of 1383 ends

S
F
e
n
mi o
re
A
ve
W Workman Ave
W Rowland St
S
Midsite
A
ve
S
Firc
raft A
v
e
S
Ald
e
n
ville
A
v
e
S
A
bl e
rts
o
n
A
v
e

0.0 7
6 0.0
6 6

0.111

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 41
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 469 of 1383 ends

Area 41 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 273.724 0.025 2.026 0.076 1.554 1.530 0.640 1.050 1.026 2 4 6 5 8.000 255.149 0.010 1.029 0.066 0.860 0.850 0.640 0.581 0.571 3 7 5 3 8.000 306.972 0.020 0.939 0.111 0.567 0.548 0.640 0.383 0.364 Date: Tuesday, July 07, 2020, Time: 08:17:08, Page 1 Page 470 of 1383 Area 41 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 4 0.500
3 7 0.500
Date: Tuesday, July 07, 2020, Time: 08:17:08, Page 2 Page 471 of 1383 Area 41 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
4 7
1 6
5 3
2 474.0
476.2
478.4
480.6
482.8
485.0
487.2
489.4
491.6
493.8
496.0

0.0 83.6 167.2 250.8 334.4 418.0 501.6 585.2 668.8 752.4 836.0

Page 472 of 1383 ends

S
H
e
p
n
er A
v
e
S
F
e
n
mi ore
A
ve
W Rowland St
W Workman Ave
W Idahome
St
S
C
a
vl a
d
o
s
A
v
e
S
Fircraft A
ve
S
Ald
e
n
ville
A
ve
S
A
bl erts
o
n
A
v
e
1 6
4 3
5 7

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 42
LEGEND
Manhole
System Outlet
Sanitary Sewer
Covina City Boundary

Page 473 of 1383 ends

S
H
e
p
n
er A
v
e
S
F
e
n
mi ore
A
ve
W Rowland St
W Workman Ave
W Idahome
St
S
C
a
vl a
d
o
s
A
v
e
S
Fircraft A
ve
S
Ald
e
n
ville
A
ve
S
A
bl erts
o
n
A
v
e

0.0 6
8 0.0
8 8

0.112

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 42
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
Covina City Boundary

Page 474 of 1383 ends

Area 42 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 116.621 0.024 2.273 0.068 1.867 1.843 0.640 1.262 1.238 2 4 5 3 8.000 351.363 0.020 0.945 0.112 0.566 0.545 0.640 0.382 0.362 3 6 7 5 8.000 385.673 0.012 0.808 0.088 0.566 0.554 0.640 0.383 0.371 Date: Tuesday, July 07, 2020, Time: 10:52:49, Page 1 Page 475 of 1383 Area 42 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 4 0.500
3 6 0.500
Date: Tuesday, July 07, 2020, Time: 10:52:49, Page 2 Page 476 of 1383 Area 42 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
6 4
1 7
5 3
2 480.0
481.9
483.8
485.7
487.6
489.5
491.4
493.3
495.2
497.1
499.0

0.0 85.4 170.8 256.2 341.6 427.0 512.4 597.8 683.2 768.6 854.0

Page 477 of 1383 ends

West Covina
S
Edenf ei dl Ave
S
Fen mi ore Ave
W Rowland St
W Workman Ave
S
Ca vl ados Ave
E Workman Ave
S
Aldenville Ave
S
A bl ertson Ave
1 8
4 6 3
5 7
9 CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 43
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 478 of 1383 ends

West Covina
S
Edenf ei dl Ave
S
Fen mi ore Ave
W Rowland St
W Workman Ave
S
Ca vl ados Ave
E Workman Ave
S
Aldenville Ave
S
A bl ertson Ave

0.083 0.071

0.132 0.116

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 43
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 479 of 1383 ends

Area 43 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 196.000 0.036 2.564 0.083 1.854 1.819 0.640 1.253 1.218 2 4 5 3 8.000 350.000 0.031 1.139 0.132 0.617 0.586 0.640 0.417 0.386 3 6 7 5 8.000 350.000 0.022 0.961 0.116 0.563 0.541 0.640 0.380 0.359 4 8 9 7 8.000 316.624 0.014 1.286 0.071 1.029 1.014 0.640 0.695 0.681 Date: Tuesday, July 07, 2020, Time: 15:34:27, Page 1 Page 480 of 1383 Area 43 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 4 0.500
3 6 0.500
4 8 0.500
Date: Tuesday, July 07, 2020, Time: 15:34:27, Page 2 Page 481 of 1383 Area 43 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
8 6
4 1
9 7
5 3
2 481.0
483.5
486.0
488.5
491.0
493.5
496.0
498.5
501.0
503.5
506.0

0.0 121.2 242.4 363.6 484.8 606.0 727.2 848.4 969.6 1090.8 1212.0

Page 482 of 1383 ends

West Covina
Rowland St
E Workman Ave
S
E
de
nf ei dl A
v
e
S
F
e
n
mi ore
A
ve
S
Citru
s
A
ve
W Workman Ave
E Paseo St
E Loma
Vista St
E Shoppers
Ln
E Rowland
W Row St land St
N
Citru
s
St
S
C
a
vl a
do
s
A
v
e
6 17 23 8 11
15 19
21 1
13 4
3 5
7 9 10 12
14 16
18 20 22

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 44
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 483 of 1383 ends

West Covina
Rowland St
E Workman Ave
S
Edenfield Ave
S Fen mi ore Ave
W Rowland St
S Citrus Ave
EGarveyAve N
N
Citrus St
W Workman Ave
E Paseo St
E Terrado Plz
E Eastland Center Dr
E Loma Vista St
E Shoppers Ln
E Rowland St
S Ca vl ados Ave
S Aldenville Ave

0.096 0.090 0.106 0.100

0.062

0.084
0 0. 91
0 1. 28

0.098
0 1. 74

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 44
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 484 of 1383 ends

Area 44 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 325.957 0.063 2.419 0.128 1.330 1.267 0.640 0.899 0.836 2 11 12 10 8.000 156.442 0.016 0.877 0.100 0.564 0.548 0.640 0.381 0.365 3 13 14 12 8.000 353.970 0.015 0.869 0.098 0.568 0.552 0.640 0.384 0.368 4 15 16 14 8.000 186.085 0.006 0.648 0.062 0.565 0.559 0.640 0.382 0.376 5 17 18 7 8.000 77.972 0.014 0.922 0.090 0.634 0.619 0.640 0.428 0.414 6 19 20 18 8.000 233.423 0.012 0.881 0.084 0.635 0.622 0.640 0.429 0.417 7 21 22 9 8.000 262.294 0.015 0.928 0.091 0.633 0.619 0.640 0.428 0.413 8 23 9 7 8.000 126.236 0.033 1.954 0.096 1.291 1.258 0.640 0.873 0.839 9 4 5 3 8.000 263.385 0.057 1.414 0.174 0.646 0.589 0.640 0.437 0.380 10 6 7 5 8.000 75.419 0.049 1.343 0.160 0.644 0.596 0.640 0.436 0.387 11 8 10 9 8.000 65.886 0.018 0.908 0.106 0.563 0.545 0.640 0.381 0.363 Date: Tuesday, July 07, 2020, Time: 14:34:55, Page 1 Page 485 of 1383 Area 44 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 11 0.500
3 13 0.500
4 15 0.500
5 17 0.500
6 19 0.500
7 21 0.500
8 23 0.500
9 4 0.500
10 6 0.500
11 8 0.500
Date: Tuesday, July 07, 2020, Time: 14:34:55, Page 2 Page 486 of 1383 Area 44 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
15 13
11 8
23 6
4 1
16 14
12 10
9 7
5 3
2 486.0
488.5
491.0
493.5
496.0
498.5
501.0
503.5
506.0
508.5
511.0

0.0 155.3 310.6 465.9 621.2 776.5 931.8 1087.1 1242.4 1397.7 1553.0

Page 487 of 1383 ends

West Covina
H
ol el n
b
e
c
k
A
ve
N
M
e
a
do
w
R
d
W Workman Ave
E Garvey Ave N
W Verness St
E Idahome St
E Workman Ave
San Bernardino Frwy Interstate 10
S
H
ol el n
b
e
c
k
A
ve
S
M
di site
A
ve
S
Fircraft A
ve
S
A
bl erts
o
n
A
ve
E Mardina St
W Shamwood St
W Idahome St 6
1 4
13 14
8 17
10 2
3 5
7 12 11
16 15

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 45
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 488 of 1383 ends

0.0 8
5 0.0
0 0

0.053

0.044

0.119

0.062

0.068

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 45
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 489 of 1383 ends

Area 45 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 146.892 0.000 0.000 0.000 0.568 0.000 0.640 0.384 0.000 2 10 11 12 8.000 302.578 0.008 0.789 0.068 0.648 0.639 0.640 0.438 0.430 3 13 12 7 8.000 241.102 0.011 1.629 0.053 1.583 1.571 0.640 1.070 1.058 4 14 15 16 8.000 214.430 0.006 1.014 0.044 1.103 1.098 0.640 0.746 0.740 5 17 16 3 8.000 323.918 0.011 1.267 0.062 1.105 1.093 0.640 0.747 0.735 6 4 3 5 8.000 174.681 0.011 0.796 0.085 0.567 0.556 0.640 0.383 0.372 7 6 5 7 8.000 78.951 0.011 0.800 0.085 0.571 0.559 0.640 0.386 0.374 8 8 7 9 8.000 293.145 0.023 0.981 0.119 0.566 0.543 0.640 0.383 0.360 Date: Tuesday, July 07, 2020, Time: 14:26:19, Page 1 Page 490 of 1383 Area 45 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 10 0.500
3 13 0.500
4 14 0.500
5 17 0.500
6 4 0.500
7 6 0.500
8 8 0.500
Date: Tuesday, July 07, 2020, Time: 14:26:19, Page 2 Page 491 of 1383 Area 45 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
14 17
4 6
8 15
16 3
5 7
9 465
467
469
471
473
475
477
479
481
483
485

0.0 108.5 217.0 325.5 434.0 542.5 651.0 759.5 868.0 976.5 1085.0

Page 492 of 1383 ends

West Covina
W Workman Ave E Workman
Ave
S
F
e
nim
o
re
A
v
e
S
Ald
e
n
ville
A
ve
S
C
a
vl a
d
o
s
A
ve
E Mardina St
4 1 2
3 CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 46
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 493 of 1383 ends

West Covina
W Workman Ave E Workman
Ave
S
F
e
nim
o
re
A
v
e
S
Ald
e
n
ville
A
ve
S
C
a
vl a
d
o
s
A
ve
E Mardina St

0.10 5

0.0 7
5 CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 46
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 494 of 1383 ends

Area 46 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 278.499 0.009 0.731 0.075 0.566 0.557 0.640 0.382 0.374 2 4 3 5 8.000 296.719 0.016 0.810 0.105 0.507 0.491 0.640 0.343 0.327 Date: Tuesday, July 07, 2020, Time: 14:08:15, Page 1 Page 495 of 1383 Area 46 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 4 0.500
Date: Tuesday, July 07, 2020, Time: 14:08:15, Page 2 Page 496 of 1383 Area 46 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
1 4
2 3
5 481.0
482.3
483.6
484.9
486.2
487.5
488.8
490.1
491.4
492.7
494.0

0.0 57.5 115.0 172.5 230.0 287.5 345.0 402.5 460.0 517.5 575.0

Page 497 of 1383 ends

West Covina
W Workman Ave
N
M
o
c
kin
g
bird
L
n
E Garvey Ave N
E Mardina St
S
F
e
n
mi ore
A
ve
S
C
a
vl a
do
s
A
v
e
E Workman Ave
S
Ald
e
n
ville
A
ve
1 4
2 3

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 47
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 498 of 1383 ends

West Covina
W Workman Ave
N
M
o
c
kin
g
bird
L
n
E Garvey Ave N
E Mardina St
S
F
e
n
mi ore
A
ve
S
C
a
vl a
do
s
A
v
e
E Workman Ave
S
Ald
e
n
ville
A
ve

0.0 6
7 0.0
8 9

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 47
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 499 of 1383 ends

Area 47 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 295.610 0.008 0.749 0.067 0.621 0.614 0.640 0.420 0.412 2 4 3 5 8.000 304.428 0.014 0.895 0.089 0.621 0.607 0.640 0.420 0.406 Date: Tuesday, July 07, 2020, Time: 15:22:08, Page 1 Page 500 of 1383 Area 47 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 4 0.500
Date: Tuesday, July 07, 2020, Time: 15:22:08, Page 2 Page 501 of 1383 Area 47 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
1 4
2 3
5 485.0
486.2
487.4
488.6
489.8
491.0
492.2
493.4
494.6
495.8
497.0
0 60 120 180 240 300 360 420 480 540 600

Page 502 of 1383 ends

West Covina
E Workman Ave
E Loma Vista St
S
2 n
d
A
ve
S
Ora
n
g
e
Cir
E Paseo St
E
Te
rra
do
Plz
S
Citru
s
A
ve
E Shoppers Ln
N
Citru
s
St
S
P
a
ml etto
A
v
e
1 4
2 3

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 48
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 503 of 1383 ends

West Covina
E Workman Ave
E Loma Vista St
S
2 n
d
A
ve
S
Ora
n
g
e
Cir
E Paseo St
E
Te
rra
do
Plz
S
Citru
s
A
ve
E Shoppers Ln
N
Citru
s
St
S
P
a
ml etto
A
v
e

0.119

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 48
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 504 of 1383 ends

Area 48 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 128.804 0.030 1.285 0.119 0.741 0.711 0.640 0.501 0.471 2 4 3 5 8.000 249.072 0.095 3.257 0.139 1.709 1.614 0.640 1.155 1.060 Date: Tuesday, July 07, 2020, Time: 15:08:07, Page 1 Page 505 of 1383 Area 48 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 4 0.500
Date: Tuesday, July 07, 2020, Time: 15:08:07, Page 2 Page 506 of 1383 Area 48 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
1 4
2 3
5 492.0
493.9
495.8
497.7
499.6
501.5
503.4
505.3
507.2
509.1
511.0

0.0 37.8 75.6 113.4 151.2 189.0 226.8 264.6 302.4 340.2 378.0

Page 507 of 1383 ends

West Covina
E Workman Ave
E Loma Vista St
S
2 n
d
A
ve
E Eastland Center Dr
S
Ora
n
ge
Cir
E Paseo St
E
Terra
do
Plz
S
Citru
s
A
ve
E Shoppers Ln
S
P
a
ml etto
A
ve
N
Citru
s
St
Ere
m
al n
d
Dr
1 2

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 49
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 508 of 1383 ends

West Covina
E Workman Ave
E Loma Vista St
S
2 n
d
A
ve
E Eastland Center Dr
S
Ora
n
ge
Cir
E Paseo St
E
Terra
do
Plz
S
Citru
s
A
ve
E Shoppers Ln
S
P
a
ml etto
A
ve
N
Citru
s
St
Ere
m
al n
d
Dr

0.0 5
6 CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 49
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 509 of 1383 ends

Area 49 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 382.546 0.005 0.604 0.056 0.567 0.562 0.640 0.383 0.379 Date: Tuesday, July 07, 2020, Time: 15:45:18, Page 1 Page 510 of 1383 Area 49 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
Date: Tuesday, July 07, 2020, Time: 15:45:18, Page 2 Page 511 of 1383 Area 49 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
1 2
3 499.0
500.1
501.2
502.3
503.4
504.5
505.6
506.7
507.8
508.9
510.0

0.0 38.3 76.6 114.9 153.2 191.5 229.8 268.1 306.4 344.7 383.0

Page 512 of 1383 ends

West Covina
E Rowland St Rowland St
E Workman Ave
S Citrus Ave
E Garvey
Ave N
S San Jose Ave
E Loma Vista St
N Citrus St
S 2nd Ave
E Ramona St
S Orange Cir E Eastland Center Dr
E Paseo St
E Terrado Plz
Padua Dr
E Rossellen Pl
E Navilla Pl
S San Anton oi Dr
E Shoppers Ln
S Pa ml etto Ave
S 1st Ave
Erem al nd Dr
S Stewart Dr
1 43
16 6
35 14
30 10
24 22
26 33
37 28
4 41 18
20 13
8 39
9 7 5 3 2
12 15
17 19
21 23
25 27
29 31
32 34
36 38
40 42

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 50
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 513 of 1383 ends

0.200

0.280

0.222

0.111

0.270

0.248

0.145

0.354

0.112

0.161

0.056

0.198

0.279

0.077

0.285

0.128

0.232

0.337

0.103

0.139

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 50
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 514 of 1383 ends

Area 50 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 108.770 0.136 2.735 0.200 1.150 1.014 0.640 0.777 0.642 2 10 12 11 8.000 188.874 0.311 2.816 0.354 0.858 0.546 0.640 0.580 0.269 3 13 5 12 8.000 328.201 0.308 2.979 0.337 0.931 0.623 0.640 0.629 0.321 4 14 15 5 8.000 145.154 0.146 2.163 0.248 0.801 0.655 0.640 0.542 0.396 5 16 17 15 8.000 122.729 0.144 2.496 0.222 0.984 0.840 0.640 0.665 0.521 6 18 19 17 8.000 294.230 0.128 2.085 0.232 0.803 0.675 0.640 0.543 0.415 7 20 21 19 8.000 329.252 0.085 1.388 0.232 0.534 0.449 0.640 0.361 0.276 8 22 23 21 8.000 183.473 0.043 1.180 0.161 0.565 0.523 0.640 0.382 0.339 9 24 25 23 8.000 193.761 0.021 0.974 0.112 0.583 0.562 0.640 0.394 0.373 10 26 27 3 8.000 191.142 0.005 0.699 0.056 0.651 0.646 0.640 0.440 0.435 11 28 29 21 8.000 263.669 0.021 1.697 0.077 1.294 1.274 0.640 0.875 0.854 12 30 31 32 8.000 183.473 0.050 1.606 0.145 0.818 0.768 0.640 0.553 0.503 13 33 32 34 8.000 238.343 0.100 2.035 0.198 0.859 0.759 0.640 0.581 0.481 14 35 34 36 8.000 87.392 0.122 1.606 0.270 0.567 0.445 0.640 0.383 0.261 15 37 36 38 8.000 232.703 0.131 1.645 0.279 0.570 0.439 0.640 0.385 0.254 16 39 40 31 8.000 368.746 0.039 1.331 0.139 0.697 0.658 0.640 0.471 0.432 17 4 3 5 8.000 256.670 0.142 1.737 0.285 0.595 0.452 0.640 0.402 0.260 18 41 42 32 8.000 240.240 0.036 1.387 0.128 0.763 0.726 0.640 0.516 0.479 19 43 38 2 8.000 140.429 0.131 1.639 0.280 0.566 0.435 0.640 0.383 0.251 20 6 7 5 8.000 145.269 0.019 0.888 0.111 0.536 0.518 0.640 0.362 0.344 21 8 9 7 8.000 318.744 0.017 0.900 0.103 0.568 0.551 0.640 0.384 0.367 Date: Tuesday, July 07, 2020, Time: 17:03:57, Page 1 Page 515 of 1383 Area 50 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 10 0.500 0.000 0.000 0.000
3 13 0.500 0.000 0.000 0.000
4 14 0.500 0.000 0.000 0.000
5 16 0.500 0.000 0.000 0.000
6 18 0.500 0.000 0.000 0.000
7 20 0.500
8 22 0.500
9 24 0.500
10 26 0.500
11 28 0.500
12 30 0.500
13 33 0.500 0.000 0.000 0.000
14 35 0.500
15 37 0.500
16 39 0.500
17 4 0.500
18 41 0.500
19 43 0.500
20 6 0.500
21 8 0.500
Date: Tuesday, July 07, 2020, Time: 17:03:57, Page 2 Page 516 of 1383 Area 50 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
28 20
18 16
14 13
10 29 21
19 17
15 5
12 11
494.0
496.6
499.2
501.8
504.4
507.0
509.6
512.2
514.8
517.4
520.0

0.0 167.2 334.4 501.6 668.8 836.0 1003.2 1170.4 1337.6 1504.8 1672.0

Page 517 of 1383 ends

West Covina
E Rowland St
E Workman Ave
S
Ste
wart
Dr
S
S
a
n
Jo
s
e
A
ve
S
B
ara
n
c
a
A
ve
E Ramona St
Pa
d
u
a
Dr
S 1st A
v
e
E Rossellen Pl
S
S
a
n
A
nto
n
oi Dr
N
B
arra
n
c
a
St
4 6 13 11
8 1
3 5
7 9
10 12

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 51
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 518 of 1383 ends

West Covina
E Rowland St
E Workman Ave
S
Ste
wart
Dr
S
S
a
n
Jo
s
e
A
ve
S
B
ara
n
c
a
A
ve
E Ramona St
Pa
d
u
a
Dr
S 1st A
v
e
E Rossellen Pl
S
S
a
n
A
nto
n
oi Dr
N
B
arra
n
c
a
St

0.060 0.082 0.073 0.018
0 0. 6
0 0

0. 5
0 CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 51
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 519 of 1383 ends

Area 51 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 284.066 0.013 2.000 0.050 2.005 1.991 0.640 1.355 1.342 2 11 12 10 8.000 120.595 0.001 1.000 0.018 1.962 1.961 0.640 1.326 1.325 3 13 10 7 8.000 131.475 0.008 0.722 0.073 0.569 0.561 0.640 0.385 0.376 4 4 5 3 8.000 88.000 0.012 1.412 0.060 1.267 1.256 0.640 0.857 0.845 5 6 7 5 8.000 61.357 0.010 0.766 0.082 0.561 0.550 0.640 0.379 0.369 6 8 9 10 8.000 246.443 0.005 0.634 0.060 0.565 0.560 0.640 0.382 0.377 Date: Monday, July 20, 2020, Time: 17:31:43, Page 1 Page 520 of 1383 Area 51 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio Replacement Cost($)
Parallel Diameter/Depth
(in)
Parallel Velocity
(ft/s) Parallel d/D Ratio
1 1 0.500
2 11 0.500
3 13 0.500
4 4 0.500
5 6 0.500
6 8 0.500
Date: Monday, July 20, 2020, Time: 17:31:43, Page 2 Page 521 of 1383 Area 51 Output
ID Parallel Cost
($)
1 1
2 11
3 13
4 4
5 6
6 8
Date: Monday, July 20, 2020, Time: 17:31:43, Page 3 Page 522 of 1383 Area 51 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
8 13
6 4
1 9
10 7
5 3
2 486.0
488.9
491.8
494.7
497.6
500.5
503.4
506.3
509.2
512.1
515.0

0.0 81.1 162.2 243.3 324.4 405.5 486.6 567.7 648.8 729.9 811.0

Page 523 of 1383 ends

West Covina
E Rowland St
E Workman St
E Workman Ave
S
Baranca Ave
E Workman Ln
Peachtree Ln
E Ramona St
Padua Dr
S 1st Ave
E Rossellen Pl
S
San Antonio Dr
N
Barranca St
S
Barranca St
Orangewood Dr
E Eastland Center Dr
S
Stewart Dr
S
San Jose Ave
La Serena Dr
Br ai rgate Ln
E Thelborn St
1 4 2
3 CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 52
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 524 of 1383 ends

West Covina
E Rowland St
E Workman St
E Workman Ave
S
Baranca Ave
E Workman Ln
Peachtree Ln
E Ramona St
Padua Dr
S 1st Ave
E Rossellen Pl
S
San Anton oi Dr
N
Barranca St
S
Barranca St
Orangewood Dr
E Eastland Center Dr
S
Stewart Dr
S
San Jose Ave
La Serena Dr
Br ai rgate Ln
E Thelborn St

0.150 0.107

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 52
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 525 of 1383 ends

Area 52 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 278.286 0.037 1.131 0.150 0.566 0.529 0.640 0.383 0.346 2 4 3 5 8.000 342.674 0.042 2.077 0.107 1.281 1.239 0.640 0.866 0.824 Date: Sunday, July 26, 2020, Time: 13:47:28, Page 1 Page 526 of 1383 Area 52 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 4 0.500
Date: Sunday, July 26, 2020, Time: 13:47:28, Page 2 Page 527 of 1383 Area 52 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
1 4
2 3
5 503.0
504.6
506.2
507.8
509.4
511.0
512.6
514.2
515.8
517.4
519.0

0.0 62.1 124.2 186.3 248.4 310.5 372.6 434.7 496.8 558.9 621.0

Page 528 of 1383 ends

Unincorporated
Unincorporated
Glendora
Unincorporated
E Cienega Ave
E Arrow Hwy
W Arrow Hwy
W Laxford St
S Barranca Ave
Baranca Ave
E Tudor St
E Greenhaven St
N Delay Ave
N S at rcrest Dr
Dale Rd
W Carter Dr
Grandview Ave
N Traymore Ave
N Barranca Ave
N De Lay Ave
Briargate Ln
W Arrow Hwy
S Vecino Ave
E Nubia St
W Bonita Ave
S Grand Ave
Arrow Grand Cir
S Prospero Dr N Prospero Dr
N Grand Ave
N Baranca Ave
S Burton Rd
E Groverdale St
E Tudor St
E Stephanie Dr
E Greenhaven St
S
E Groverdale St tarcrest Dr
W Woodcroft Ave
Millburgh Ave
E Calora St
N Vec ni o Dr
N Br gi htv ei w Dr
6 1
18 4
16 14
8 10 12
20 2
3 5 7 9 11 13
15 17
21 23

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 53
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 529 of 1383 ends

0.281
0 2. 51

0.566
0 2. 29

0.187 0.208

0.313 0.276 0.234

0.182

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 53
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 530 of 1383 ends

Area 53 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 148.042 0.109 1.579 0.251 0.580 0.471 0.640 0.392 0.283 2 10 11 9 8.000 313.606 0.240 3.059 0.276 1.066 0.827 0.640 0.721 0.481 3 12 13 11 8.000 259.234 0.193 3.094 0.234 1.183 0.991 0.640 0.800 0.607 4 14 15 13 8.000 283.373 0.084 1.592 0.208 0.652 0.568 0.640 0.441 0.357 5 16 17 15 8.000 253.266 0.066 1.468 0.187 0.642 0.576 0.640 0.434 0.368 6 18 7 19 8.000 249.929 0.444 2.176 0.566 0.535 0.091 0.640 0.362 -0.082 7 20 21 2 8.000 193.444 0.090 2.082 0.182 0.925 0.834 0.640 0.625 0.535 8 22 23 21 8.000 211.365 0.045 1.585 0.136 0.841 0.796 0.640 0.568 0.523 9 4 3 5 8.000 225.327 0.126 2.093 0.229 0.812 0.686 0.640 0.549 0.423 10 6 5 7 8.000 87.770 0.152 1.900 0.281 0.656 0.503 0.640 0.443 0.291 11 8 9 7 8.000 349.108 0.290 3.108 0.313 1.011 0.721 0.640 0.683 0.393 Date: Sunday, July 26, 2020, Time: 14:15:18, Page 1 Page 531 of 1383 Area 53 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 10 0.500 0.000 0.000 0.000
3 12 0.500 0.000 0.000 0.000
4 14 0.500
5 16 0.500
6 18 0.500 0.000 0.000 0.000
7 20 0.500 0.000 0.000 0.000
8 22 0.500
9 4 0.500 0.000 0.000 0.000
10 6 0.500
11 8 0.500
Date: Sunday, July 26, 2020, Time: 14:15:18, Page 2 Page 532 of 1383 Area 53 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
16 14
12 10
8 18
17 15
13 11
9 7
19 614.0
616.8
619.6
622.4
625.2
628.0
630.8
633.6
636.4
639.2
642.0

0.0 170.8 341.6 512.4 683.2 854.0 1024.8 1195.6 1366.4 1537.2 1708.0

Page 533 of 1383 ends

N Bender Ave
N Glendora Ave
S G el ndora Ave
N Dodsworth Ave
E Covina Blvd
E Cienega Ave
E Arrow Hwy
W Arrow Hwy
Nearg el n Ave
W Laxford St
Jenifer Ave
Bender Ave
Arroway Ave
N Delay Ave
E Calora St
N Westridge Ave
B St
S Danehurst Ave
W Newburgh St
Groverdale St
W Carter Dr
W Juanita Ave
Stephanie Dr
W Laxford St
N Ivescrest Ave
E Covina Blvd
N De Lay Ave
S Nearg el n Ave
Calora St
S Farber Ave
Cummings Rd
N Grand Ave
S Bender Ave
A St
N Damato Dr
S Grand Ave
E Renwick Rd
E Tudor St
W Carter Dr
S San at Fe Ave
N Langham Ave
Westridge Ave
E Laxford St
E Brookport St
S Wabash St
Dodsworth Ave
N Farber Ave
E Stephanie Dr
Tudor St
Greenhaven St
S Burton Rd
S Glencroft Rd
S Ca ml grove Ave
N Calmgrove Ave
E St
C St
D St
E Groverdale St
E Tudor St
F St
E Greenhaven St
E Groverdale St
Covina Blvd
N L ni da Lou Ave
Fleetwood Pl
E Calora St
Vermont Ave
S Jenifer Ave
E Juanita Ave
Pennsylvania Ave
Washington Ave
W Renwick Rd
W Kirkwall Rd
27 35
49 51 43
8 15
6 13
21 4
33 23
18 37
1 41
29 39
19 17
24 11
31 25
2 5 3
7 9
10 14
16 17 19
24 22 20 18
28 26 30
32 34
36 38 40
42 44
46 CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 54
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 534 of 1383 ends

N Bender Ave
N Glendora Ave
S G el ndora Ave
N Dodsworth Ave
E Covina Blvd
E Cienega Ave
E Arrow Hwy W Arrow Hwy
Nearg el n Ave
W Laxford St
Jenifer Ave
Bender Ave
Arroway Ave
N Delay Ave
E Calora St
N Westridge Ave
B St
S Danehurst Ave
W Newburgh St
Groverdale St
W Carter Dr
W Juanita Ave
Stephanie Dr
W Laxford St
N Ivescrest Ave
E Covina Blvd
N De Lay Ave
S Nearg el n Ave
Calora St
S Farber Ave
Cummings Rd
N Grand Ave
S Bender Ave
A St
N Damato Dr
S Grand Ave
E Renwick Rd
E Tudor St
W Carter Dr
S San at Fe Ave
N Langham Ave
Westridge Ave
E Laxford St
E Brookport St
S Wabash St
Dodsworth Ave
N Farber Ave
E Stephanie Dr
Tudor St
Greenhaven St
S Burton Rd
S Glencroft Rd
S Ca ml grove Ave
N Calmgrove Ave
E St
C St
D St
E Groverdale St
E Tudor St
F St
E Greenhaven St
E Groverdale St
Covina Blvd
N L ni da Lou Ave
Fleetwood Pl
E Calora St
Vermont Ave
S Jenifer Ave
E Arrow Hwy
E Juanita Ave
Pennsylvania Ave
Washington Ave
W Renwick Rd
W Kirkwall Rd

0.216

0.341

0.31 0.319

0.572

0.251

0.448

0.105

0.198

0.341

0.247

0.448

0.151

0.24 0.321

0.29 0.224

0.265

0.178 0.136

0.531 0.49

0.239

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 54
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 535 of 1383 ends

Area 54 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 268.613 0.326 3.372 0.321 1.081 0.755 0.640 0.731 0.405 2 11 10 12 8.000 350.455 0.541 3.183 0.490 0.829 0.288 0.640 0.561 0.019 3 13 14 2 8.000 113.585 0.020 1.007 0.105 0.629 0.610 0.640 0.425 0.406 4 15 17 16 8.000 129.739 0.267 3.896 0.251 1.434 1.167 0.640 0.969 0.702 5 17 18 20 8.000 342.286 0.048 1.687 0.136 0.896 0.848 0.640 0.606 0.558 6 18 19 17 8.000 170.238 0.072 2.170 0.151 1.082 1.010 0.640 0.731 0.660 7 19 20 22 8.000 327.755 0.084 1.992 0.178 0.897 0.813 0.640 0.606 0.522 8 21 22 24 8.000 146.338 0.104 2.119 0.198 0.895 0.791 0.640 0.605 0.501 9 23 16 2 8.000 239.853 0.282 1.861 0.448 0.505 0.223 0.640 0.341 0.059 10 24 7 9 8.000 351.039 0.421 2.239 0.531 0.564 0.143 0.640 0.381 -0.040 11 25 24 26 8.000 319.317 0.152 2.751 0.216 1.105 0.952 0.640 0.747 0.594 12 27 26 28 8.000 337.306 0.152 2.751 0.216 1.104 0.952 0.640 0.746 0.594 13 29 28 30 8.000 373.273 0.164 2.811 0.224 1.105 0.941 0.640 0.747 0.583 14 31 30 32 8.000 340.139 0.187 2.921 0.239 1.105 0.918 0.640 0.747 0.560 15 33 32 34 8.000 374.994 0.192 2.859 0.247 1.060 0.868 0.640 0.717 0.525 16 35 34 36 8.000 20.000 0.192 1.826 0.341 0.567 0.375 0.640 0.383 0.191 17 37 36 42 8.000 232.030 0.195 3.032 0.240 1.144 0.949 0.640 0.773 0.578 18 39 42 44 8.000 286.260 0.195 2.640 0.265 0.942 0.746 0.640 0.636 0.441 19 4 3 5 8.000 140.510 0.338 3.212 0.341 0.997 0.660 0.640 0.674 0.337 20 41 44 40 8.000 228.150 0.195 2.318 0.290 0.785 0.590 0.640 0.531 0.335 21 43 40 38 8.000 48.650 0.195 2.036 0.319 0.655 0.460 0.640 0.443 0.248 22 49 38 46 8.000 225.590 0.195 2.086 0.313 0.678 0.483 0.640 0.458 0.263 23 51 46 17 8.000 387.410 0.195 2.115 0.310 0.691 0.495 0.640 0.467 0.272 24 6 5 7 8.000 114.491 0.347 2.292 0.448 0.621 0.274 0.640 0.420 0.073 25 8 9 10 8.000 143.100 0.477 2.310 0.572 0.566 0.089 0.640 0.382 -0.095 Date: Saturday, July 11, 2020, Time: 12:47:55, Page 1 Page 536 of 1383 Area 54 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 11 0.500 0.000 0.000 0.000
3 13 0.500
4 15 0.500 0.000 0.000 0.000
5 17 0.500
6 18 0.500 0.000 0.000 0.000
7 19 0.500
8 21 0.500 0.000 0.000 0.000
9 23 0.500
10 24 0.500 0.000 0.000 0.000
11 25 0.500 0.000 0.000 0.000
12 27 0.500 0.000 0.000 0.000
13 29 0.500 0.000 0.000 0.000
14 31 0.500 0.000 0.000 0.000
15 33 0.500 0.000 0.000 0.000
16 35 0.500
17 37 0.500 0.000 0.000 0.000
18 39 0.500 0.000 0.000 0.000
19 4 0.500 0.000 0.000 0.000
20 41 0.500 0.000 0.000 0.000
21 43 0.500 0.000 0.000 0.000
22 49 0.500 0.000 0.000 0.000
23 51 0.500 0.000 0.000 0.000
24 6 0.500 0.000 0.000 0.000
25 8 0.500
Date: Saturday, July 11, 2020, Time: 12:47:55, Page 2 Page 537 of 1383 Area 54 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
37 39
41 43
49 51
15 23
1 4
6 24
8 11
36 42
44 40 38
46 17
16 2
3 5
7 9
10 12
632.0
635.7
639.4
643.1
646.8
650.5
654.2
657.9
661.6
665.3
669.0

0.0 314.6 629.2 943.8 1258.4 1573.0 1887.6 2202.2 2516.8 2831.4 3146.0

Page 538 of 1383 ends

Glendora
Unincorporated
E Cienega Ave
Calora
St
N
D
elay
A
ve
N
D
e
L
a
y
A
ve
N
Gra
n
d
A
ve
E Arrow Hwy
W Arrow Hwy
E Tudor St
E Groverdale St
E Calora St
1 2

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 55
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 539 of 1383 ends

Glendora
Unincorporated
E Cienega Ave
Calora
St
N
D
elay
A
ve
N
D
e
L
a
y
A
ve
N
Gra
n
d
A
ve
E Arrow Hwy
W Arrow Hwy
E Tudor St
E Groverdale St
E Calora St

0.0 5
2 CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 55
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 540 of 1383 ends

Area 55 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 150.450 0.011 1.545 0.052 1.520 1.510 0.640 1.028 1.017 Date: Sunday, July 26, 2020, Time: 14:57:24, Page 1 Page 541 of 1383 Area 55 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
Date: Sunday, July 26, 2020, Time: 14:57:24, Page 2 Page 542 of 1383 Area 55 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
1 2
3 637.0
638.2
639.4
640.6
641.8
643.0
644.2
645.4
646.6
647.8
649.0
0 15 30 45 60 75 90 105 120 135 150

Page 543 of 1383 ends

Glendora
Unincorporated
E Cienega Ave
E Arrow Hwy
W Arrow Hwy
S Bender Ave
S Grand Ave
W Carter Dr
W Carter Dr
Groverdale St
Bender Ave
Calora St
Pennsy vl an ai Ave
Washington Ave
N
Grand Ave
Dodsworth Ave
N
Farber Ave
S Burton Rd
E Tudor St
E Groverdale St
N L ni da Lou Ave
Fleetwood Pl
E Calora St
1 9
4 6
3 5 7 8

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 56
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 544 of 1383 ends

0.080

0.125

0.062

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 56
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 545 of 1383 ends

Area 56 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 164.995 0.044 1.523 0.138 0.802 0.757 0.640 0.542 0.498 2 4 5 3 8.000 295.435 0.036 1.430 0.125 0.801 0.765 0.640 0.541 0.506 3 6 7 8 8.000 300.055 0.010 1.080 0.062 0.948 0.939 0.640 0.641 0.631 4 9 8 5 8.000 249.306 0.017 1.280 0.080 0.948 0.931 0.640 0.641 0.624 Date: Sunday, July 26, 2020, Time: 15:28:20, Page 1

Page 546 of 1383 ends

Area 56 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 4 0.500
3 6 0.500
4 9 0.500
Date: Sunday, July 26, 2020, Time: 15:28:20, Page 2

Page 547 of 1383 ends

Area 56 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
6 9
4 1
7 8
5 3
2 638.0
640.1
642.2
644.3
646.4
648.5
650.6
652.7
654.8
656.9
659.0
0 101 202 303 404 505 606 707 808 909 1010

Page 548 of 1383 ends

E Cienega Ave
Jenifer Ave
Stephanie Dr
Washin
gton
Ave
S
B
e
n
d
er A
v
e
D
o
dsw
orth
Ave
N
Farber Ave
W Carter Dr
Calora St
Bender A
ve
E Calora St
N L ni da Lou
Ave
E Arrow Hwy W Arrow Hwy 34
13 7
9 4 1
35 31
3 5
6 8
10 14
32 33

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 57
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 549 of 1383 ends

E Cienega Ave
Jenifer Ave
Stephanie Dr
Washin
gton
Ave
S
B
e
n
d
er A
v
e
D
o
dsw
orth
Ave
N
Farber Ave
W Carter Dr
Calora St
Bender A
ve
E Calora St
N L ni da Lou
Ave
E Arrow Hwy W Arrow Hwy

0.143

0.118 0.315

0.217

0.376 0.313

0.299

0.152

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 57
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 550 of 1383 ends

Area 57 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 311.936 0.231 2.470 0.313 0.802 0.571 0.640 0.542 0.311 2 4 6 5 8.000 307.973 0.231 1.920 0.376 0.566 0.336 0.640 0.383 0.152 3 7 8 6 8.000 100.079 0.165 1.750 0.315 0.567 0.401 0.640 0.383 0.218 4 9 10 8 8.000 191.291 0.079 1.411 0.217 0.565 0.486 0.640 0.382 0.303 5 13 14 6 8.000 235.717 0.028 1.197 0.118 0.696 0.668 0.640 0.470 0.443 6 35 5 3 8.000 366.900 0.231 2.634 0.299 0.878 0.647 0.640 0.593 0.362 7 31 32 33 8.000 334.778 0.068 2.036 0.152 1.010 0.942 0.640 0.683 0.615 8 34 33 10 8.000 322.405 0.068 2.211 0.143 1.136 1.068 0.640 0.768 0.700 Date: Friday, July 10, 2020, Time: 18:25:56, Page 1 Page 551 of 1383 Area 57 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 4 0.500
3 7 0.500
4 9 0.500
5 13 0.500
6 35 0.500
7 31 0.500
8 34 0.500
Date: Friday, July 10, 2020, Time: 18:25:56, Page 2 Page 552 of 1383 Area 57 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
31 34
9 7
4 35
1 32
33 10
8 6
5 3
2 647.0
649.8
652.6
655.4
658.2
661.0
663.8
666.6
669.4
672.2
675.0

0.0 193.5 387.0 580.5 774.0 967.5 1161.0 1354.5 1548.0 1741.5 1935.0

Page 553 of 1383 ends

Unincorporated
Glendora
B
ara
nca
A
v
e
E Tudor St
N
Starcrest Dr
N
Traym
ore
A
ve
E Cienega Ave
Gra
n
dview
Ave
Briarg
ate
L
n
E Nubia St
N
B
ara
nca
A
ve
N
Prosp
ero
Dr E Arrow Hwy W Arrow Hwy
E Groverdale St
E Stephanie Dr
Arro
w
Gra
n
d
Cir
Starcrest Dr
E Calora St
1 2 4 5

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 59
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 554 of 1383 ends

0.049

0.039

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 59
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 555 of 1383 ends

Area 59 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 194.863 0.007 1.150 0.049 1.173 1.166 0.640 0.793 0.786 2 4 5 2 8.000 390.924 0.004 0.939 0.039 1.105 1.100 0.640 0.747 0.742 Date: Sunday, July 26, 2020, Time: 15:13:54, Page 1 Page 556 of 1383 Area 59 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 4 0.500
Date: Sunday, July 26, 2020, Time: 15:13:54, Page 2 Page 557 of 1383 Area 59 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
4 1
5 2
3 598.0
599.8
601.6
603.4
605.2
607.0
608.8
610.6
612.4
614.2
616.0

0.0 58.6 117.2 175.8 234.4 293.0 351.6 410.2 468.8 527.4 586.0

Page 558 of 1383 ends

B
a
ra
n
c
a
A
ve
B
ria
rg
ate
L
n
E Tudor St
E Greenhaven St
N
Tra
ym
o
re
A
ve
Gra
n
d
vie
w
A
ve
N
Starcre
st Dr
E Nubia St
A
rro
w
C
Grand
ir
E Stephanie
Dr
E Cienega Ave
N
Pro
s
p
ero
Dr
E Groverdale St
4 3 1 2

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 60
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 559 of 1383 ends

B
a
ra
n
c
a
A
ve
B
ria
rg
ate
L
n
E Tudor St
E Greenhaven St
N
Tra
ym
o
re
A
ve
Gra
n
d
vie
w
A
ve
N
Starcre
st Dr
E Nubia St
A
rro
w
C
Grand
ir
E Stephanie
Dr
E Cienega Ave
N
Pro
s
p
ero
Dr
E Groverdale St

0.056 0.063

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 60
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 560 of 1383 ends

Area 60 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 388.190 0.012 1.281 0.063 1.105 1.093 0.640 0.747 0.735 2 4 3 5 8.000 128.526 0.014 1.831 0.056 1.719 1.705 0.640 1.162 1.148 Date: Sunday, July 26, 2020, Time: 16:19:29, Page 1

Page 561 of 1383 ends

Area 60 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 4 0.500
Date: Sunday, July 26, 2020, Time: 16:19:29, Page 2

Page 562 of 1383 ends

Area 60 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
1 4
2 3
5 599
601
603
605
607
609
611
613
615
617
619

0.0 51.7 103.4 155.1 206.8 258.5 310.2 361.9 413.6 465.3 517.0

Page 563 of 1383 ends

Unincorporated
Unincorporated
Baranca Ave
E Covina Blvd
E Tudor St
E Greenhaven St
Traymore
Ave
N
S at rcrest Dr
Virg ni ai
Ave
N
Traymore Ave
Grandview
Ave
E Cienega Ave
E Arrow Hwy
W Arrow Hwy
Br ai rgate Ln
E Nubia St
Arrow
Grand Cir
N
Prospero Dr
E Groverdale St
E Stephanie Dr
S at rcrest Dr
E Calora St
N
Vec ni o Dr
17 10
15 4 1
8 6
12 2
3 5
7 9
14 13 11

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 61
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 564 of 1383 ends

0.095

0.094

0.096

0.074 0.057

0.077

0.102

0.112

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 61
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 565 of 1383 ends

Area 61 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 198.746 0.007 0.868 0.057 0.802 0.795 0.640 0.542 0.535 2 10 7 11 8.000 177.623 0.028 1.671 0.094 1.119 1.092 0.640 0.757 0.729 3 12 13 14 8.000 335.158 0.040 1.867 0.112 1.120 1.080 0.640 0.757 0.717 4 15 14 16 8.000 187.358 0.043 2.510 0.096 1.660 1.618 0.640 1.122 1.079 5 17 11 13 8.000 159.012 0.030 1.785 0.095 1.189 1.159 0.640 0.804 0.774 6 4 3 5 8.000 219.668 0.012 1.030 0.074 0.802 0.790 0.640 0.542 0.530 7 6 5 7 8.000 301.179 0.017 0.888 0.102 0.566 0.549 0.640 0.382 0.366 8 8 9 7 8.000 234.900 0.009 0.748 0.077 0.567 0.558 0.640 0.383 0.374 Date: Sunday, July 26, 2020, Time: 16:05:24, Page 1

Page 566 of 1383 ends

Area 61 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 10 0.500
3 12 0.500
4 15 0.500 0.000 0.000 0.000
5 17 0.500
6 4 0.500
7 6 0.500
8 8 0.500
Date: Sunday, July 26, 2020, Time: 16:05:24, Page 2

Page 567 of 1383 ends

Area 61 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
1 4
6 10
17 12
15 2
3 5
7 11
13 14
16 595.0
598.2
601.4
604.6
607.8
611.0
614.2
617.4
620.6
623.8
627.0

0.0 157.9 315.8 473.7 631.6 789.5 947.4 1105.3 1263.2 1421.1 1579.0

Page 568 of 1383 ends

Unincorporated
Baranca Ave
E Covina Blvd
E Cienega Ave
N Traymore Ave
N
Grandview Ave
Grandview
Ave
E Tudor St
Traymore Ave
Starcrest Dr
E Nubia St
E Greenhaven St
E Groverdale St
E Bellbrook St
E Brookport St
E Benwood St
E Benbow St
N
Prospero Dr
Starcrest Dr
4 3 1 2

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 62
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 569 of 1383 ends

Unincorporated
Baranca Ave
E Covina Blvd
E Greenhaven St
E Bellbrook St
N Traymore Ave
N
Grandview Ave
Grandview Ave
E Cienega Ave
E Tudor St
Traymore Ave
Ca el ra Ave N Calera Ave
Starcrest Dr
E Brookport St
E Benwood St
E Benbow St
E Nubia St
E Groverdale St
N
Prospero Dr
Starcrest Dr

0.066 0.064

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 62
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 570 of 1383 ends

Area 62 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 330.000 0.011 1.203 0.064 1.030 1.019 0.640 0.696 0.685 2 4 3 5 8.000 200.000 0.015 1.508 0.066 1.267 1.253 0.640 0.857 0.842 Date: Sunday, July 26, 2020, Time: 15:53:13, Page 1

Page 571 of 1383 ends

Area 62 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 4 0.500
Date: Sunday, July 26, 2020, Time: 15:53:13, Page 2

Page 572 of 1383 ends

Area 62 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
1 4
2 3
5 593.0
594.9
596.8
598.7
600.6
602.5
604.4
606.3
608.2
610.1
612.0
0 53 106 159 212 265 318 371 424 477 530

Page 573 of 1383 ends

Unincorporated
Unincorporated
Glendora
San Dimas
Unincorporated
Unincorporated
E Cienega Ave
E Cypress St
N G el ndora Ave
E Claraday St
N Banna Ave
Lyman
Ave
S Nearglen Ave
S Barranca Ave
Claraday St
Baranca
Ave
S Farber Ave
Bonnie Cove Ave
Ba ar nca Ave
S Glendora Ave
E Arrow Hwy
E Covina Blvd
Southern Pacific RR
N Sunf ol wer Ave S Sunflower Ave
N Bender Ave
E Arrow Hwy
W Arrow Hwy
N Mangrove Ave
E Venton St
S Banna Ave
Bonnie Cove Ave
Nearg el n Ave
E Hurst St
W Laxford St
Jenifer Ave
E Tudor St
Bender Ave
E Greenhaven St
N Garsden Ave
Lyman Ave
N Asherton Ave
Arroway Ave
N Delay Ave
E Calora St
E Hurst St
N Bonn ei Cove Ave
N Grand Ave
N Westridge Ave
N Garsden Ave
E Bellbrook St
N S at rcrest Dr
Dale Rd
N Traymore Ave
Tudor St
E Juanita Ave
B St
E Laxford St
Calora St
E Badillo St
S Danehurst Ave
W Newburgh St
Groverdale St
W Carter Dr
Stephanie Dr
Vi gr ni ai Ave
New Cast el Ln
E Stephanie Dr
W Juanita Ave
Stephanie Dr
Glenoak Ave
Grandview Ave
W Laxford St
N Ivescrest Ave
E Colver Pl
E Covina Blvd
Greer Ave
E Cienega Ave
Stephora Ave
E Cienega Ave
E Benwood St
E Brookport St
Henton Ave
Farland St
E Bellbrook St
N Lyman Ave
S Bu nr aby Dr
N De Lay Ave
Briargate Ln
Calora St
N Kidder Ave
S Candish Ave
S Vecino Ave
Cummings Rd
Windsor Pl
Darfield Ave
Avon Pl
E Covina Blvd
E Brookport St
N Lyman Ave
Newburgh St
E Nubia St
E Benwood St
S Grand Ave
S Bender Ave
N Reeder Ave
N Henton Ave
S Rimhurst Ave
Traymore Ave
Suffolk Pl
W Bonita Ave
Bentley Pl
A St
N Ivescrest Ave
E Woodcroft Ave
Heri at ge Wy
N Barranca Ave
E Newburgh St
N Dodsworth Ave
E Covina Blvd
Plymouth St
E Arrow Hwy
W Arrow Hwy
N Grandview Ave
Tudor St
Arrow Grand Cir
E Renwick Rd
E Tudor St
S Prospero Dr
Calora St
E Nubia St
Bruning Ave
W Carter Dr
N Reeder Ave
Grammont Pl
Char et r Dr
Greer Ave
Barston Pl
E Haller St
S San at Fe Ave
N Rimhurst Ave
S Wabash St
Asherton Ave
N Langham Ave
E Benwood St
E Benbow St
E Farland St
Westridge Ave
E Benbow St
Claraday St
E Brookport St
S Concord Ln
E Carter Dr
N Mangrove Ave
E Benbow St
Candish Ave
Dodsworth Ave
E Venton St
N Baranca Ave
N Farber Ave
N Asherton Ave
Kemp Pl
Banna Ave
E Bickley Dr
S Glencroft Rd
Greer Ave
Tudor St
Greenhaven St
Bramhall Ave
E Plymouth Ct
S Burton Rd
S Ca ml grove Ave
Greenpark Ave
N Glenvina Ave
N Linda Ter
Heri at ge Pl
N Brightview Dr
E St
Garsden Ave
C St
D St
E Groverdale St
E Groverdale St
E Newburgh St
N Barranca Ave
E Haller St
E Tudor St
N Banna Ave
E Stephanie Dr
F St
N Greenpark Ave
E Greenhaven St
E Groverdale St
N S et pho ar Ave
S at rcrest Dr
W Woodcroft Ave
N Kinsella Ave
Covina Blvd
Millburgh Ave
N Dama ot Dr
N Henton Ave
E Calora St
S Jenifer Ave
N De Lay Ave
Greenpark Ave
Brookport St
E Edna Pl
E Bellbrook St
E Brookport St
N L ni da Lou Ave
Fleetwood Pl
N Char et r Dr
N Kidder Ave
Woodcroft Ave
N Langham Ave
E Chester Rd
E Calora St
Vermont Ave
Pennsylvania Ave
Washington Ave
N Darfield Ave
Bars ot n Ave
Marilyn Wy
E Renwick Rd
Grammont Ave
N Calmgrove Ave
N Rimhurst Ave
N Stephora Ave
W Renwick Rd
W Kirkwall Rd
N Vec ni o Dr
N Br gi htv ei w Dr
N Prospero Dr
S at rcrest Dr
7 322
137
89 104
18 13 45
53 320
279 131
275
307
175
98 192
179
350
346
304
249
160
109
150
161
152
342
139
195
187
68 186
114
4 65
290
183
224
177
325
159
71 332
28 75
133
298
310
120
111
83 128
182
78 74
211
339
314
199
214
197
63 318
327
36 157
333
145
112
55 106
87 143
126
357
331
205
11 251
79 61
19 57
324
43 169
85 70
253
51 26
171
306
312
1 236 124
59 189
257
296
238 16
219
264
360
286
135
232
330
309
273
22 234
209
261
294
288
47 243
207
284
41 365
155
147
49 226
240
230
316
29 259
201
173
93 39
203
266
34 341 337
163
32 141
334
363
302
118
255
247
228
168
116
245
38 270
241
122
344
281
292
220
166
328
358
9 348
91 352 24
269
354
216
222
5 3 2
6 10 8
17 15 14
20 21
23 25
27 30
31 33
35 37
40 42
44 46
48 50
52 54
56 58
60 62
64 66
67 69
72 73
77 76
80 81 84 86 88
90 92 94
96 97
99 101
103 105
107
108 110
113
115
117 119 121
123
125
127
129
130
132 134
136 138 140
142
144 146
148
149 151
153 154 156
158 162
164
165
167
170
172
174 176
178
180
181
184
185
188
190 191
193
194
196
198 200
202
204
206
208
210
212 213
215
217
218 221 223 225
227
229
231
233 235 237 239
242
244
246
248
250
252
254
256
258
260
262
263
265
267
268
272 271
274
276
278
280
282
283
285
287
289
291 293
295
297
299
301
303
305
308
311
313
315 317
319
321
323
326
329
335
336
338
340
343 345
347
349
351
353
355
356 359
361
362
364

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 63
LEGEND
Manhole
System Outlet
Sanitar Sewer
LACSD Sewer Main
Covina City Boundary

Page 574 of 1383 ends

Unincorporated
Unincorporated
Glendora
San Dimas
Unincorporated
Unincorporated
E Cienega Ave
E Cypress St
N G el ndora Ave
E Claraday St
N Banna Ave
Lyman
Ave
S Nearglen Ave
S Barranca Ave
Claraday St
Baranca
Ave
S Farber Ave
Bonnie Cove Ave
Ba ar nca Ave
S Glendora Ave
E Arrow Hwy
E Covina Blvd
Southern Pacific RR
N Sunf ol wer Ave S Sunflower Ave
N Bender Ave
E Arrow Hwy
W Arrow Hwy
N Mangrove Ave
E Venton St
S Banna Ave
Bonnie Cove Ave
Nearg el n Ave
E Hurst St
W Laxford St
Jenifer Ave
E Tudor St
Bender Ave
E Greenhaven St N Garsden Ave
Lyman Ave
N Asherton Ave
Arroway Ave
N Delay Ave
E Calora St
E Hurst St
N Bonn ei Cove Ave
N Grand Ave
N Westridge Ave
N Garsden Ave
E Bellbrook St
N S at rcrest Dr
Dale Rd
N Traymore Ave
Tudor St
E Juanita Ave
B St
E Laxford St
Greenhaven St
Calora St
E Badillo St
S Danehurst Ave
W Newburgh St
Groverdale St
W Carter Dr
Stephanie Dr
Vi gr ni ai Ave
New Cast el Ln
E Stephanie Dr
W Juanita Ave
Stephanie Dr
E Cienega Ave
Glenoak Ave
Grandview Ave
W Laxford St
E Colver Pl
Greer Ave
E Cienega Ave
Stephora Ave
E Cienega Ave
E Benwood St
E Brookport St
Henton Ave
Farland St
E Bellbrook St
N LymanAve
S Bu nr aby Dr
N De Lay Ave
Briargate Ln
Calora St
N Kidder Ave
S Candish Ave
S Vecino Ave
Cummings Rd
Windsor Pl
Darfield Ave
Avon Pl
E Covina Blvd
E Brookport St
N Lyman Ave
Newburgh St
E Nubia St
E Benwood St
S Grand Ave
S Bender Ave
N Reeder Ave
N Henton Ave
S Rimhurst Ave
Traymore Ave
Suffolk Pl
W Bonita Ave
Bentley Pl
A St
N Ivescrest Ave
E Woodcroft Ave
Heri at ge Wy
N Barranca Ave
E Newburgh St
N Dodsworth Ave
E Covina Blvd
Plymouth St
E Arrow Hwy
W Arrow Hwy
N Grandview Ave
Tudor St
Arrow Grand Cir
E Renwick Rd
E Tudor St
S Prospero Dr
Calora St
E Nubia St
Bruning Ave
W Carter Dr
N Reeder Ave
Grammont Pl
Char et r Dr
Greer Ave
Barston Pl
E Haller St
S San at Fe Ave
N Rimhurst Ave
S Wabash St
Asherton Ave
N Langham Ave
E Benwood St
E Benbow St
E Farland St
Westridge Ave
E Benbow St
Claraday St
E Brookport St
S Concord Ln
E Carter Dr
N Mangrove Ave
E Benbow St
Candish Ave
Dodsworth Ave
E Venton St
N Baranca Ave
N Farber Ave
N Asherton Ave
Kemp Pl
Banna Ave
E Bickley Dr
S Glencroft Rd
Greer Ave
Tudor St
Greenhaven St
Bramhall Ave
E Plymouth Ct
S Burton Rd
S Ca ml grove Ave
Greenpark Ave
N Ivescrest Ave
N Glenvina Ave
N Linda Ter
Heri at ge Pl
N Brightview Dr
E St
Garsden Ave
C St
D St
E Groverdale St
E Groverdale St
E Newburgh St
N Barranca Ave
E Haller St
E Tudor St
N Banna Ave
E Stephanie Dr
F St
N Greenpark Ave
E Greenhaven St
E Groverdale St
E Covina Blvd
N S et pho ar Ave
S at rcrest Dr
W Woodcroft Ave
N Kinsella Ave
Covina Blvd
Millburgh Ave
N Dama ot Dr
N Henton Ave
E Calora St
S Jenifer Ave
N De Lay Ave
Greenpark Ave
Brookport St
E Edna Pl
E Bellbrook St
E Brookport St
N L ni da Lou Ave
Fleetwood Pl
N Char et r Dr
N Kidder Ave
Woodcroft Ave
N Langham Ave
E Chester Rd
E Calora St
Vermont Ave
Pennsylvania Ave
Washington Ave
N Darfield Ave
Bars ot n Ave
Marilyn Wy
E Renwick Rd
Grammont Ave
N Calmgrove Ave
N Rimhurst Ave
N Stephora Ave
W Renwick Rd
W Kirkwall Rd
N Vec ni o Dr
N Br gi htv ei w Dr
N Prospero Dr
S at rcrest Dr

0.5 0.
9 035 0.026

0.486

0.48 0.214

0.014

0.026 0.018

0.042

0.06 0.113

0.029

0.044

0.069

0.024

0.396

0.121

0.123

0.047

0.074

0.069

0.287

0.093

0.061

0.069

0.072

0.231

0.551

0.055

0.105

0.055

0.444

0.08 0.049

0.18 0.052

0.216

0.511

0.055

0.237

0.076

0.155

0.321

0.109

0.479

0.298

0.067

0.06 0.06

0.042

0.04 0.072

0.12 0.081

0.043

0.111 0.044

0.591

0.057

0.182

0.372

0.16 0.22

0.223

0.132

0.463

0.2 0.386

0.056

0.101

0.394

0.516

0.364

0.068

0.057

0.212

0.411

0.514

0.111

0.48 0.124

0.066

0.495 0.119

0.094

0.13 0.142

0.524

0.566 0.381

0.195

0.464

0.067

0.092

0.541 0.043

0.5 0.084

0.098

0.106

0.256

0.609

0.139

0.533

0.084

0.082

0.611

0.056

0.046

0.11 0.12

0.457

0.06 0.391

0.089

0.487

0.273

0.079

0.066

0.44 0.628

0.51 0.06

0.061

0.12 0.052

0.14 0.082

0.565

0.495

0.32 0.07

0.084

0.173 0.106

0.063

0.104

0.249

0.144

0.206

0.07 0.304

0.06 0.334

0.084

0.108

0.188

0.339

0.502

0.093

0.085

0.278

0.058

0.071

0.46 0.09

0.066

0.337

0.058

0.522
0 0.058 .106

0.098

0.047

0.16 0.445

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 63
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 575 of 1383 ends

Area 63 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 12.000 267.114 2.158 5.185 0.524 2.955 0.796 0.640 1.997 -0.161 2 100 99 101 8.000 108.545 0.027 1.040 0.127 0.577 0.550 0.640 0.390 0.363 3 102 101 103 8.000 120.957 0.031 1.076 0.136 0.570 0.540 0.640 0.386 0.355 4 104 105 103 8.000 77.082 0.003 1.003 0.031 1.373 1.370 0.640 0.928 0.925 5 106 107 108 8.000 246.627 0.034 1.240 0.132 0.670 0.637 0.640 0.453 0.419 6 109 110 108 8.000 123.864 0.053 2.161 0.123 1.219 1.165 0.640 0.824 0.770 7 11 10 12 12.000 227.268 2.243 5.487 0.516 3.145 0.902 0.640 2.126 -0.117 8 111 103 110 8.000 162.442 0.046 2.224 0.109 1.353 1.307 0.640 0.914 0.868 9 112 108 113 8.000 178.317 0.102 1.782 0.220 0.707 0.606 0.640 0.478 0.376 10 114 113 115 8.000 265.081 0.104 1.711 0.231 0.661 0.556 0.640 0.447 0.342 11 116 115 117 8.000 293.800 0.148 3.255 0.188 1.418 1.269 0.640 0.958 0.810 12 118 117 119 8.000 289.773 0.246 2.742 0.304 0.906 0.660 0.640 0.612 0.366 13 120 119 121 8.000 213.279 0.268 2.772 0.321 0.889 0.621 0.640 0.601 0.333 14 122 121 123 8.000 321.409 0.323 4.066 0.278 1.410 1.088 0.640 0.953 0.631 15 124 125 123 8.000 283.711 0.237 1.938 0.381 0.568 0.331 0.640 0.384 0.147 16 126 127 125 8.000 253.923 0.231 1.862 0.386 0.542 0.311 0.640 0.367 0.135 17 128 130 129 8.000 195.434 0.202 2.312 0.298 0.772 0.570 0.640 0.522 0.320 18 13 14 15 8.000 94.788 0.002 0.645 0.026 0.983 0.981 0.640 0.664 0.663 19 131 132 130 8.000 100.716 0.000 0.288 0.018 0.572 0.571 0.640 0.387 0.386 20 133 134 130 8.000 213.185 0.198 3.133 0.237 1.190 0.992 0.640 0.805 0.606 21 135 136 134 8.000 258.435 0.196 2.783 0.256 1.013 0.817 0.640 0.685 0.489 22 137 138 136 8.000 61.050 0.191 2.632 0.261 0.946 0.755 0.640 0.639 0.448 23 139 140 138 8.000 172.974 0.137 1.650 0.287 0.562 0.425 0.640 0.380 0.243 24 141 142 140 8.000 307.984 0.105 1.546 0.249 0.571 0.466 0.640 0.386 0.281 25 143 144 142 8.000 224.885 0.070 1.422 0.200 0.598 0.527 0.640 0.404 0.333 26 145 146 144 8.000 169.297 0.046 1.281 0.160 0.616 0.570 0.640 0.416 0.370 27 147 148 149 8.000 118.019 0.022 2.209 0.066 1.858 1.836 0.640 1.256 1.234 28 150 151 149 8.000 124.271 0.010 0.981 0.066 0.828 0.818 0.640 0.560 0.550 29 152 153 154 8.000 121.165 0.013 1.102 0.074 0.858 0.845 0.640 0.580 0.567 30 155 156 154 8.000 130.444 0.029 2.289 0.079 1.712 1.683 0.640 1.157 1.128 31 157 158 117 8.000 228.880 0.078 1.812 0.182 0.806 0.727 0.640 0.545 0.466 32 159 154 158 8.000 174.605 0.074 1.722 0.180 0.770 0.697 0.640 0.521 0.447 33 16 15 17 8.000 237.586 0.005 0.873 0.043 0.969 0.965 0.640 0.655 0.651 34 160 149 154 8.000 178.357 0.031 1.303 0.121 0.744 0.713 0.640 0.503 0.472 35 161 162 158 8.000 124.301 0.005 0.815 0.047 0.847 0.842 0.640 0.572 0.568 36 163 164 165 8.000 308.857 0.008 0.873 0.063 0.758 0.750 0.640 0.512 0.505 37 166 165 167 8.000 300.980 0.017 1.102 0.090 0.761 0.744 0.640 0.514 0.497 38 168 167 121 8.000 379.127 0.024 1.195 0.108 0.734 0.709 0.640 0.496 0.472 39 169 170 69 8.000 254.937 0.039 1.834 0.111 1.104 1.065 0.640 0.746 0.707 40 171 172 170 8.000 256.425 0.028 1.706 0.094 1.142 1.113 0.640 0.772 0.743 41 173 174 172 8.000 303.632 0.015 1.140 0.082 0.836 0.820 0.640 0.565 0.550 42 175 176 174 8.000 128.020 0.002 0.529 0.031 0.730 0.729 0.640 0.494 0.492 43 177 178 174 8.000 178.563 0.011 0.809 0.080 0.600 0.589 0.640 0.405 0.395 44 179 180 181 8.000 148.618 0.005 0.985 0.044 1.070 1.065 0.640 0.724 0.718 Date: Thursday, July 09, 2020, Time: 11:28:52, Page 1 Page 576 of 1383 Area 63 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
45 18 17 12 8.000 89.380 0.006 1.431 0.035 1.811 1.806 0.640 1.224 1.219 46 182 181 172 8.000 183.977 0.010 0.977 0.067 0.815 0.805 0.640 0.551 0.541 47 183 184 185 8.000 151.205 0.005 0.687 0.055 0.652 0.647 0.640 0.441 0.436 48 186 185 170 8.000 177.220 0.008 0.758 0.072 0.602 0.594 0.640 0.407 0.399 49 187 188 178 8.000 154.533 0.006 0.731 0.061 0.645 0.638 0.640 0.436 0.429 50 189 191 190 10.000 244.799 1.149 4.646 0.464 1.938 0.788 0.640 1.310 0.160 51 19 20 21 8.000 244.546 0.006 0.762 0.057 0.702 0.696 0.640 0.474 0.468 52 192 193 194 8.000 134.652 0.003 0.962 0.029 1.395 1.392 0.640 0.943 0.940 53 195 194 196 8.000 175.142 0.010 0.629 0.093 0.423 0.413 0.640 0.286 0.276 54 197 196 198 8.000 219.831 0.015 0.715 0.111 0.432 0.417 0.640 0.292 0.277 55 199 198 200 8.000 219.167 0.020 0.824 0.120 0.473 0.453 0.640 0.320 0.300 56 201 200 202 8.000 270.127 0.024 0.812 0.140 0.422 0.398 0.640 0.286 0.261 57 203 202 204 8.000 304.111 0.194 2.012 0.320 0.646 0.452 0.640 0.437 0.243 58 205 204 206 8.000 194.103 0.246 1.920 0.394 0.553 0.308 0.640 0.374 0.129 59 207 206 208 8.000 324.503 0.311 2.465 0.391 0.714 0.403 0.640 0.483 0.171 60 209 210 194 8.000 238.635 0.005 0.643 0.056 0.597 0.592 0.640 0.404 0.399 61 211 212 213 8.000 173.369 0.006 1.165 0.042 1.302 1.296 0.640 0.880 0.874 62 214 213 215 8.000 220.227 0.011 0.788 0.081 0.579 0.569 0.640 0.392 0.381 63 216 217 218 8.000 400.058 0.043 1.207 0.160 0.581 0.537 0.640 0.393 0.349 64 219 218 191 10.000 268.428 1.146 4.206 0.500 1.698 0.552 0.640 1.148 0.002 65 22 21 23 8.000 289.330 0.013 0.950 0.082 0.693 0.680 0.640 0.468 0.456 66 220 221 218 10.000 339.773 1.100 4.493 0.460 1.880 0.780 0.640 1.271 0.171 67 222 223 221 10.000 297.164 1.085 4.630 0.445 1.968 0.884 0.640 1.330 0.246 68 224 225 223 10.000 305.903 1.060 4.526 0.444 1.924 0.865 0.640 1.301 0.241 69 226 227 225 8.000 361.105 1.046 4.533 0.628 1.076 0.029 0.640 0.727 -0.319 70 228 229 227 8.000 303.906 0.011 0.792 0.084 0.568 0.557 0.640 0.384 0.373 71 230 231 229 8.000 280.123 0.006 0.643 0.060 0.572 0.566 0.640 0.386 0.381 72 232 233 227 8.000 240.887 1.026 4.611 0.609 1.105 0.079 0.640 0.747 -0.280 73 234 235 233 8.000 275.059 1.009 4.516 0.611 1.081 0.072 0.640 0.731 -0.279 74 236 237 235 8.000 223.505 0.706 3.466 0.566 0.852 0.146 0.640 0.576 -0.130 75 238 239 237 8.000 256.344 0.646 3.357 0.541 0.840 0.193 0.640 0.568 -0.079 76 24 23 25 8.000 336.086 0.022 1.118 0.106 0.695 0.673 0.640 0.470 0.448 77 240 123 239 8.000 301.903 0.588 3.285 0.510 0.841 0.253 0.640 0.569 -0.019 78 241 242 233 8.000 301.700 0.011 0.795 0.085 0.568 0.556 0.640 0.384 0.372 79 243 244 242 8.000 282.638 0.005 0.636 0.060 0.567 0.561 0.640 0.383 0.378 80 245 246 235 8.000 321.156 0.265 2.548 0.339 0.794 0.529 0.640 0.537 0.271 81 247 248 246 8.000 318.569 0.260 2.549 0.334 0.800 0.540 0.640 0.541 0.281 82 249 250 248 8.000 158.072 0.254 1.981 0.396 0.570 0.316 0.640 0.385 0.131 83 251 252 250 8.000 238.129 0.218 1.897 0.364 0.569 0.351 0.640 0.385 0.166 84 253 254 239 8.000 366.274 0.011 1.109 0.066 0.928 0.917 0.640 0.628 0.617 85 255 256 254 8.000 265.916 0.007 0.799 0.060 0.712 0.706 0.640 0.482 0.475 86 257 258 237 8.000 280.613 0.011 1.045 0.067 0.868 0.857 0.640 0.586 0.576 87 259 260 258 8.000 255.249 0.005 0.766 0.052 0.753 0.747 0.640 0.509 0.503 88 26 25 27 8.000 256.908 0.028 1.204 0.119 0.694 0.666 0.640 0.469 0.441 Date: Thursday, July 09, 2020, Time: 11:28:52, Page 2 Page 577 of 1383 Area 63 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
89 261 262 263 8.000 266.422 0.005 0.836 0.046 0.882 0.877 0.640 0.596 0.591 90 264 263 265 8.000 255.968 0.011 0.808 0.084 0.582 0.571 0.640 0.394 0.382 91 266 267 268 8.000 295.473 0.008 0.703 0.070 0.566 0.559 0.640 0.383 0.375 92 269 268 221 8.000 344.940 0.015 0.868 0.098 0.567 0.552 0.640 0.383 0.368 93 270 272 271 8.000 311.390 0.014 0.850 0.093 0.572 0.558 0.640 0.387 0.373 94 273 274 272 8.000 231.476 0.011 0.779 0.084 0.562 0.551 0.640 0.380 0.369 95 275 276 274 8.000 169.827 0.005 1.050 0.042 1.191 1.186 0.640 0.805 0.800 96 277 278 276 8.000 83.181 0.002 0.754 0.023 1.262 1.261 0.640 0.853 0.852 97 279 280 276 8.000 89.406 0.002 0.719 0.026 1.101 1.100 0.640 0.744 0.743 98 28 27 2 12.000 170.088 2.103 5.208 0.511 2.998 0.896 0.640 2.027 -0.076 99 281 282 283 8.000 299.854 0.010 0.870 0.071 0.696 0.687 0.640 0.471 0.461 100 284 283 285 8.000 297.435 0.015 0.998 0.089 0.693 0.678 0.640 0.469 0.453 101 286 285 287 8.000 272.328 0.022 1.117 0.106 0.693 0.671 0.640 0.469 0.447 102 288 287 289 8.000 272.020 0.029 1.211 0.120 0.694 0.665 0.640 0.469 0.440 103 29 31 30 8.000 270.878 0.029 1.211 0.120 0.695 0.667 0.640 0.470 0.441 104 290 289 291 8.000 117.406 0.053 2.692 0.105 1.677 1.624 0.640 1.133 1.081 105 292 293 289 8.000 329.107 0.024 1.145 0.110 0.693 0.669 0.640 0.469 0.445 106 294 295 293 8.000 277.605 0.024 1.147 0.110 0.695 0.671 0.640 0.470 0.446 107 296 297 295 8.000 268.234 0.017 1.025 0.092 0.694 0.678 0.640 0.469 0.453 108 298 299 297 8.000 208.503 0.011 0.905 0.076 0.697 0.686 0.640 0.471 0.460 109 300 301 299 8.000 87.977 0.010 0.885 0.073 0.696 0.685 0.640 0.470 0.460 110 302 303 301 8.000 276.685 0.009 0.857 0.070 0.692 0.683 0.640 0.468 0.459 111 304 305 299 8.000 115.963 0.001 0.351 0.024 0.577 0.576 0.640 0.390 0.389 112 306 291 138 8.000 239.591 0.053 1.983 0.130 1.083 1.030 0.640 0.732 0.679 113 307 308 97 8.000 177.317 0.008 0.982 0.060 0.878 0.869 0.640 0.593 0.585 114 309 3 5 12.000 269.577 2.212 5.197 0.533 2.941 0.730 0.640 1.988 -0.224 115 310 311 202 8.000 169.804 0.099 2.869 0.155 1.405 1.306 0.640 0.949 0.850 116 312 313 311 8.000 272.691 0.056 1.846 0.142 0.956 0.900 0.640 0.646 0.590 117 314 315 313 8.000 211.496 0.010 0.895 0.072 0.711 0.701 0.640 0.480 0.470 118 316 317 315 8.000 293.814 0.008 0.908 0.061 0.798 0.790 0.640 0.539 0.531 119 318 319 317 8.000 198.470 0.003 0.501 0.044 0.547 0.545 0.640 0.370 0.367 120 32 33 31 8.000 311.100 0.021 1.105 0.104 0.695 0.674 0.640 0.470 0.448 121 320 321 317 8.000 111.398 0.001 0.825 0.014 1.893 1.892 0.640 1.280 1.279 122 322 190 323 10.000 65.922 1.155 3.727 0.553 1.443 0.289 0.640 0.976 -0.179 123 324 323 208 10.000 207.708 1.156 5.474 0.411 2.416 1.260 0.640 1.633 0.477 124 325 326 190 8.000 220.037 0.005 0.795 0.049 0.811 0.806 0.640 0.548 0.543 125 327 208 94 10.000 250.591 1.467 4.376 0.591 1.655 0.188 0.640 1.119 -0.349 126 328 265 329 8.000 329.632 0.012 1.223 0.066 1.022 1.010 0.640 0.691 0.679 127 330 329 217 8.000 270.136 0.035 1.176 0.139 0.615 0.580 0.640 0.415 0.381 128 331 215 329 8.000 226.294 0.016 0.878 0.101 0.562 0.546 0.640 0.380 0.364 129 332 129 271 8.000 198.887 0.206 3.705 0.216 1.485 1.279 0.640 1.004 0.798 130 333 271 127 8.000 197.567 0.226 1.909 0.372 0.567 0.341 0.640 0.383 0.157 131 334 336 335 8.000 311.099 0.034 1.106 0.144 0.566 0.531 0.640 0.382 0.348 132 337 338 336 8.000 315.012 0.018 0.915 0.106 0.567 0.549 0.640 0.383 0.365 Date: Thursday, July 09, 2020, Time: 11:28:53, Page 3 Page 578 of 1383 Area 63 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
133 339 340 338 8.000 208.720 0.002 0.485 0.040 0.569 0.566 0.640 0.384 0.382 134 34 35 33 8.000 315.011 0.014 0.965 0.084 0.694 0.681 0.640 0.469 0.456 135 341 335 40 8.000 292.039 0.050 1.238 0.173 0.567 0.517 0.640 0.383 0.334 136 342 343 338 8.000 165.901 0.013 1.207 0.069 0.982 0.969 0.640 0.663 0.651 137 344 345 343 8.000 337.629 0.009 1.073 0.058 0.983 0.974 0.640 0.664 0.656 138 346 347 336 8.000 165.901 0.013 1.210 0.069 0.984 0.971 0.640 0.665 0.652 139 348 349 347 8.000 337.629 0.009 1.072 0.058 0.983 0.974 0.640 0.664 0.656 140 350 351 335 8.000 165.901 0.013 1.207 0.069 0.982 0.969 0.640 0.663 0.651 141 352 353 351 8.000 337.629 0.009 1.071 0.058 0.982 0.973 0.640 0.663 0.655 142 354 355 356 8.000 391.244 0.005 0.767 0.047 0.802 0.797 0.640 0.542 0.537 143 357 356 119 8.000 243.568 0.007 0.864 0.056 0.802 0.795 0.640 0.542 0.535 144 358 359 46 8.000 302.239 0.187 1.814 0.337 0.567 0.380 0.640 0.383 0.196 145 36 37 35 8.000 229.881 0.006 0.751 0.057 0.694 0.688 0.640 0.469 0.463 146 360 361 362 8.000 293.845 0.015 0.869 0.098 0.568 0.553 0.640 0.384 0.369 147 363 362 364 8.000 306.369 0.071 1.377 0.206 0.568 0.496 0.640 0.384 0.312 148 365 364 359 8.000 290.899 0.125 1.621 0.273 0.568 0.443 0.640 0.384 0.259 149 38 30 27 12.000 334.220 2.075 5.261 0.502 3.053 0.978 0.640 2.063 -0.011 150 39 40 30 12.000 291.833 2.046 5.276 0.495 3.078 1.032 0.640 2.081 0.035 151 4 5 6 12.000 188.526 2.238 5.050 0.551 2.822 0.584 0.640 1.907 -0.330 152 41 42 40 12.000 313.026 1.996 5.262 0.487 3.094 1.098 0.640 2.091 0.095 153 43 44 42 12.000 229.658 1.992 4.897 0.514 2.812 0.819 0.640 1.900 -0.092 154 45 46 44 12.000 96.716 1.989 5.250 0.486 3.087 1.098 0.640 2.087 0.097 155 47 48 46 12.000 286.720 1.802 5.151 0.457 3.113 1.312 0.640 2.104 0.303 156 49 50 48 12.000 234.441 1.785 5.366 0.440 3.302 1.516 0.640 2.232 0.446 157 51 52 50 12.000 262.882 1.752 4.514 0.495 2.633 0.881 0.640 1.780 0.028 158 53 54 52 8.000 67.335 0.086 1.578 0.214 0.637 0.551 0.640 0.430 0.344 159 55 56 54 8.000 221.301 0.086 1.476 0.223 0.581 0.495 0.640 0.393 0.307 160 57 58 56 8.000 252.242 0.074 1.363 0.212 0.553 0.479 0.640 0.374 0.300 161 59 60 58 8.000 264.220 0.062 1.282 0.195 0.546 0.484 0.640 0.369 0.307 162 61 62 60 8.000 227.561 0.008 0.785 0.068 0.645 0.637 0.640 0.436 0.428 163 63 64 62 8.000 218.147 0.003 0.659 0.043 0.731 0.727 0.640 0.494 0.490 164 65 66 67 8.000 172.513 0.005 0.627 0.055 0.595 0.590 0.640 0.402 0.397 165 68 67 69 8.000 158.232 0.008 0.788 0.069 0.641 0.633 0.640 0.433 0.425 166 7 6 8 12.000 44.730 2.238 5.267 0.532 2.983 0.745 0.640 2.016 -0.222 167 70 69 60 8.000 255.331 0.049 1.959 0.124 1.102 1.053 0.640 0.745 0.696 168 71 72 73 8.000 196.719 0.006 0.806 0.052 0.790 0.785 0.640 0.534 0.529 169 74 73 58 8.000 213.989 0.008 0.903 0.060 0.808 0.801 0.640 0.546 0.539 170 75 76 77 8.000 215.345 0.006 0.799 0.055 0.755 0.749 0.640 0.511 0.505 171 78 77 56 8.000 208.379 0.008 0.914 0.060 0.819 0.811 0.640 0.554 0.546 172 79 80 81 12.000 234.173 1.666 4.468 0.480 2.642 0.976 0.640 1.785 0.120 173 82 81 52 12.000 93.681 1.666 4.474 0.480 2.647 0.981 0.640 1.789 0.124 174 83 84 80 12.000 203.620 1.664 4.471 0.479 2.645 0.981 0.640 1.788 0.124 175 85 86 84 12.000 264.281 1.662 4.464 0.480 2.641 0.979 0.640 1.785 0.123 176 87 88 86 12.000 278.121 1.588 4.461 0.463 2.680 1.092 0.640 1.811 0.223 Date: Thursday, July 09, 2020, Time: 11:28:53, Page 4 Page 579 of 1383 Area 63 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
177 89 90 88 10.000 70.103 1.508 4.501 0.590 1.703 0.195 0.640 1.151 -0.357 178 9 8 10 12.000 338.220 2.242 5.489 0.516 3.148 0.906 0.640 2.128 -0.114 179 91 92 90 10.000 270.921 1.508 5.241 0.522 2.078 0.570 0.640 1.405 -0.103 180 93 94 92 10.000 274.057 1.467 4.619 0.565 1.775 0.308 0.640 1.200 -0.268 181 95 96 97 8.000 93.202 0.008 0.731 0.069 0.594 0.587 0.640 0.402 0.394 182 98 97 99 8.000 118.866 0.022 1.030 0.113 0.615 0.593 0.640 0.416 0.394 Date: Thursday, July 09, 2020, Time: 11:28:53, Page 5 Page 580 of 1383 Area 63 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 100 0.500
3 102 0.500
4 104 0.500
5 106 0.500
6 109 0.500 0.000 0.000 0.000
7 11 0.500 0.000 0.000 0.000
8 111 0.500 0.000 0.000 0.000
9 112 0.500
10 114 0.500
11 116 0.500 0.000 0.000 0.000
12 118 0.500 0.000 0.000 0.000
13 120 0.500 0.000 0.000 0.000
14 122 0.500 0.000 0.000 0.000
15 124 0.500
16 126 0.500
17 128 0.500 0.000 0.000 0.000
18 13 0.500
19 131 0.500
20 133 0.500 0.000 0.000 0.000
21 135 0.500 0.000 0.000 0.000
22 137 0.500 0.000 0.000 0.000
23 139 0.500
24 141 0.500
25 143 0.500
26 145 0.500
27 147 0.500 0.000 0.000 0.000
28 150 0.500
29 152 0.500
30 155 0.500 0.000 0.000 0.000
31 157 0.500
32 159 0.500
33 16 0.500
34 160 0.500
35 161 0.500
36 163 0.500
37 166 0.500
38 168 0.500
39 169 0.500
40 171 0.500
41 173 0.500
42 175 0.500
43 177 0.500
44 179 0.500
Date: Thursday, July 09, 2020, Time: 11:28:53, Page 6 Page 581 of 1383 Area 63 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
45 18 0.500
46 182 0.500
47 183 0.500
48 186 0.500
49 187 0.500
50 189 0.500 0.000 0.000 0.000
51 19 0.500
52 192 0.500
53 195 0.500
54 197 0.500
55 199 0.500
56 201 0.500
57 203 0.500 0.000 0.000 0.000
58 205 0.500
59 207 0.500 0.000 0.000 0.000
60 209 0.500
61 211 0.500
62 214 0.500
63 216 0.500
64 219 0.500 0.000 0.000 0.000
65 22 0.500
66 220 0.500 0.000 0.000 0.000
67 222 0.500 0.000 0.000 0.000
68 224 0.500 0.000 0.000 0.000
69 226 0.500 0.000 0.000 0.000
70 228 0.500
71 230 0.500
72 232 0.500 0.000 0.000 0.000
73 234 0.500 0.000 0.000 0.000
74 236 0.500 0.000 0.000 0.000
75 238 0.500 0.000 0.000 0.000
76 24 0.500
77 240 0.500 0.000 0.000 0.000
78 241 0.500
79 243 0.500
80 245 0.500 0.000 0.000 0.000
81 247 0.500 0.000 0.000 0.000
82 249 0.500
83 251 0.500
84 253 0.500
85 255 0.500
86 257 0.500
87 259 0.500
88 26 0.500
Date: Thursday, July 09, 2020, Time: 11:28:53, Page 7 Page 582 of 1383 Area 63 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
89 261 0.500
90 264 0.500
91 266 0.500
92 269 0.500
93 270 0.500
94 273 0.500
95 275 0.500
96 277 0.500
97 279 0.500
98 28 0.500 0.000 0.000 0.000
99 281 0.500
100 284 0.500
101 286 0.500
102 288 0.500
103 29 0.500
104 290 0.500 0.000 0.000 0.000
105 292 0.500
106 294 0.500
107 296 0.500
108 298 0.500
109 300 0.500
110 302 0.500
111 304 0.500
112 306 0.500
113 307 0.500
114 309 0.500 0.000 0.000 0.000
115 310 0.500 0.000 0.000 0.000
116 312 0.500
117 314 0.500
118 316 0.500
119 318 0.500
120 32 0.500
121 320 0.500
122 322 0.500 0.000 0.000 0.000
123 324 0.500 0.000 0.000 0.000
124 325 0.500
125 327 0.500 0.000 0.000 0.000
126 328 0.500
127 330 0.500
128 331 0.500
129 332 0.500 0.000 0.000 0.000
130 333 0.500
131 334 0.500
132 337 0.500
Date: Thursday, July 09, 2020, Time: 11:28:53, Page 8 Page 583 of 1383 Area 63 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
133 339 0.500
134 34 0.500
135 341 0.500
136 342 0.500
137 344 0.500
138 346 0.500
139 348 0.500
140 350 0.500
141 352 0.500
142 354 0.500
143 357 0.500
144 358 0.500
145 36 0.500
146 360 0.500
147 363 0.500
148 365 0.500
149 38 0.500 0.000 0.000 0.000
150 39 0.500 0.000 0.000 0.000
151 4 0.500 0.000 0.000 0.000
152 41 0.500 0.000 0.000 0.000
153 43 0.500 0.000 0.000 0.000
154 45 0.500 0.000 0.000 0.000
155 47 0.500 0.000 0.000 0.000
156 49 0.500 0.000 0.000 0.000
157 51 0.500 0.000 0.000 0.000
158 53 0.500
159 55 0.500
160 57 0.500
161 59 0.500
162 61 0.500
163 63 0.500
164 65 0.500
165 68 0.500
166 7 0.500 0.000 0.000 0.000
167 70 0.500
168 71 0.500
169 74 0.500
170 75 0.500
171 78 0.500
172 79 0.500 0.000 0.000 0.000
173 82 0.500 0.000 0.000 0.000
174 83 0.500 0.000 0.000 0.000
175 85 0.500 0.000 0.000 0.000
176 87 0.500 0.000 0.000 0.000
Date: Thursday, July 09, 2020, Time: 11:28:54, Page 9 Page 584 of 1383 Area 63 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
177 89 0.500 0.000 0.000 0.000
178 9 0.500 0.000 0.000 0.000
179 91 0.500 0.000 0.000 0.000
180 93 0.500 0.000 0.000 0.000
181 95 0.500
182 98 0.500
Date: Thursday, July 09, 2020, Time: 11:28:54, Page 10 Page 585 of 1383 Area 63 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
324
327
93 91
89 87
85 83
79 82
51 49
47 45
43 41
39 38
28 1
309
4 7
9 11
323
208
94 92
9088
86 84
80 81 52
50 48
46 44
42 40
30 27
2 3
5 6 8
10 12
592.0
600.6
609.2
617.8
626.4
635.0
643.6
652.2
660.8
669.4
678.0

5.0 574.7 1144.4 1714.1 2283.8 2853.5 3423.2 3992.9 4562.6 5132.3 5702.0

Page 586 of 1383 ends

E Covina Blvd
B
ara
nca
A
v
e
N
Tra
ym
ore
A
ve
E Tudor St
E Greenhaven St
Tra
ym
ore
A
v
e
N
Gra
n
dvie
w
A
ve
E Benwood St
E Benbow St
E Bellbrook St
E Brookport St
S
at rcrest Dr
N
Prospero
Dr
6 4 1 5 3 2

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 64
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 587 of 1383 ends

E Covina Blvd
B
ara
nca
A
v
e
N
Tra
ym
ore
A
ve
E Tudor St
E Greenhaven St
Tra
ym
ore
A
v
e
N
Gra
n
dvie
w
A
ve
E Benwood St
E Benbow St
E Bellbrook St
E Brookport St
S
at rcrest Dr
N
Prospero
Dr

0.045 0.054 0.035

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 64
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 588 of 1383 ends

Area 64 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 107.880 0.003 0.706 0.035 0.897 0.894 0.640 0.606 0.603 2 4 3 5 8.000 202.030 0.007 0.941 0.054 0.896 0.889 0.640 0.606 0.599 3 6 5 7 8.000 109.841 0.008 1.512 0.045 1.634 1.625 0.640 1.104 1.096 Date: Sunday, July 26, 2020, Time: 18:44:28, Page 1

Page 589 of 1383 ends

Area 64 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 4 0.500
3 6 0.500
Date: Sunday, July 26, 2020, Time: 18:44:28, Page 2

Page 590 of 1383 ends

Area 64 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
1 4
6 2
3 5
7 590.0
591.5
593.0
594.5
596.0
597.5
599.0
600.5
602.0
603.5
605.0
0 42 84 126 168 210 252 294 336 378 420

Page 591 of 1383 ends

E Cypress St
E Covina Blvd
B
ara
n
c
a
A
ve
Tra
ym
ore
A
v
e
N
Gra
n
d
vie
w
A
ve
E Benwood St
E Benbow St
E Bellbrook St
E Brookport St
N
Pro
sp
ero
Dr
6 5 4 3 1 2

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 65
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 592 of 1383 ends

E Cypress St
E Covina Blvd
B
ara
n
c
a
A
ve
Tra
ym
ore
A
v
e
N
Gra
n
d
vie
w
A
ve
E Benwood St
E Benbow St
E Bellbrook St
E Brookport St
N
Pro
sp
ero
Dr

0.050 0.049 0.032

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 65
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 593 of 1383 ends

Area 65 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 99.011 0.003 0.837 0.032 1.132 1.129 0.640 0.765 0.762 2 4 3 5 8.000 210.899 0.007 1.115 0.049 1.135 1.128 0.640 0.767 0.760 3 6 5 7 8.000 109.841 0.009 1.310 0.050 1.319 1.311 0.640 0.892 0.883 Date: Sunday, July 26, 2020, Time: 19:20:54, Page 1

Page 594 of 1383 ends

Area 65 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 4 0.500
3 6 0.500
Date: Sunday, July 26, 2020, Time: 19:20:54, Page 2

Page 595 of 1383 ends

Area 65 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
1 4
6 2
3 5
7 589.0
590.5
592.0
593.5
595.0
596.5
598.0
599.5
601.0
602.5
604.0
0 42 84 126 168 210 252 294 336 378 420

Page 596 of 1383 ends

E Covina Blvd
E Greenhaven St
E Cypress St
Baranca Ave
Traymore Ave N Traymore Ave
N
Grandview
Ave
E Benwood St
E Benbow St
E Bellbrook St
E Brookport St
N
Prospero Dr
1 3 4 5

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 66
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 597 of 1383 ends

E Covina Blvd
E Greenhaven St
E Cypress St
Baranca Ave
Traymore Ave N Traymore Ave
N
Grandview
Ave
E Benwood St
E Benbow St
E Bellbrook St
E Brookport St
N
Prospero Dr

0.053 0.048

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 66
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 598 of 1383 ends

Area 66 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 109.841 0.008 1.165 0.053 1.122 1.113 0.640 0.758 0.750 2 4 5 3 8.000 330.009 0.007 1.119 0.048 1.148 1.141 0.640 0.776 0.769 Date: Sunday, July 26, 2020, Time: 19:34:35, Page 1

Page 599 of 1383 ends

Area 66 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 4 0.500
Date: Sunday, July 26, 2020, Time: 19:34:35, Page 2

Page 600 of 1383 ends

Area 66 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
4 1
5 3 2
588.0
589.6
591.2
592.8
594.4
596.0
597.6
599.2
600.8
602.4
604.0
0 44 88 132 176 220 264 308 352 396 440

Page 601 of 1383 ends

Tra
ym
o
re
A
v
e
B
a
ra
n
c
a
A
ve
N
G
ra
n
d
vie
w
A
ve
E Cypress St
E Chester Rd
E Benwood St
E Benbow St
E Bellbrook St
E Brookport
St
N
P
ro
sp
e
ro
D
r
1 3 4 5

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 67
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 602 of 1383 ends

Tra
ym
o
re
A
v
e
B
a
ra
n
c
a
A
ve
N
G
ra
n
d
vie
w
A
ve
E Cypress St
E Chester Rd
E Benwood St
E Benbow St
E Bellbrook St
E Brookport
St
N
P
ro
sp
e
ro
D
r

0.052 0.051

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 67
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 603 of 1383 ends

Area 67 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 109.841 0.009 1.301 0.052 1.280 1.271 0.640 0.865 0.856 2 4 5 3 8.000 347.651 0.007 1.110 0.051 1.106 1.098 0.640 0.747 0.740 Date: Monday, July 27, 2020, Time: 10:42:10, Page 1

Page 604 of 1383 ends

Area 67 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 4 0.500
Date: Monday, July 27, 2020, Time: 10:42:10, Page 2

Page 605 of 1383 ends

Area 67 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
4 1
5 3
2 586.0
587.7
589.4
591.1
592.8
594.5
596.2
597.9
599.6
601.3
603.0

0.0 45.7 91.4 137.1 182.8 228.5 274.2 319.9 365.6 411.3 457.0

Page 606 of 1383 ends

Unincorporated
E Wingate St
Baranca Ave
E Covina Blvd
E Cypress St
N Bender Ave
E San Bernardino Rd
E Cienega Ave
Southern Pacific RR
E Edna Pl
E Hurst St
E Tudor St
Bender Ave
E Greenhaven St
N Delay Ave
E Hurst St
N Westridge Ave
E Benwood St
N Starcrest Dr
E Benbow St
Groverdale St
E Front St
N Grand Ave
Virg ni ai Ave
Grandview Ave
N Baranca Ave
E Benwood St
E Bellbrook St
N De Lay Ave
Arrow Grand Cir Briargate Ln
Calora St
E Nubia St
N Westr di ge Ave
N Dodsworth Ave
N Dodswor ht Ave
E Edna Pl
N Prospero Dr
E Brookport St
Commercial Ave
E Calora St
N Barranca Ave
Dodsworth Ave
N Farber Ave
Kemp Pl
E Bickley Dr
Tudor St
Greenhaven St
N Glenvina Ave
N Linda Ter
N Brightview Dr
E Groverdale St
E Tudor St
E Stephanie Dr
E Greenhaven St
E Groverdale St
E Covina Blvd
S at rcrest Dr
Covina Blvd
N De Lay Ave
E Bellbrook St
E Brookport St
N L ni da Lou Ave
E Chester Rd
E Calora St
E Benbow St
Marilyn Wy
N Vec ni o Dr
N Br gi htv ei w Dr
N Prospero Dr
S at rcrest Dr
45 63
28 1
149
26 21
126
14 8
0 1
156
36 79
153
24 74
119 122
130 124
19 14
143
113
30 59
54 47
51 32
132
111
49 117
41 34
56 94
88 8
104
4 61
38 136
77 121
93 99 97
91 115
162
138
17 65
10 57
87 12 160
43 85 82
102
134
6 70 73
69 66
142
109
147
158
145
154
106
100
3 5 7 9 11 13
15 16
18 20
22 23
29 27 25 31
33 35
37 39
40 44 42
46 48
50 58 55 53 52
60 62
64 67
68 72
75 76
78 80 86 84 83
92 90 89
98 96 95
101 103 105
107
108
110
112
114
116
118 120 123
125 127
129 131
133 135
137 139
141
144
146
148
151
152
155
157
159 161 10

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 68
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 607 of 1383 ends

0.275

0.367

0.027

0.103

0.000

0.173

0.057

0.032

0.111

0.210

0.038

0.033

0.154 0.067

0.099 0.137

0.051

0.030

0.048

0.381

0.279

0.066

0.071

0.067

0.059

0.041

0.096

0.354

0.040

0.170

0.078

0.252

0.317

0.053

0.049

0.277

0.172

0.353

0.048

0.053

0.060

0.101

0.152

0.077

0.079 0.068

0.065

0.094

0.234

0.052

0.045

0.308

0.273

0.254

0.056

0.266 0.235

0.268

0.044 0.036

0.233

0.076

0.356

0.063 0.096

0.096 0.061

0.227

0.238

0.371 0.404

0.192

0.180

0.267

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 68
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 608 of 1383 ends

Area 68 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 10.000 81.457 0.650 5.331 0.275 2.909 2.259 0.640 1.966 1.316 2 10 11 9 10.000 302.259 0.369 3.051 0.273 1.669 1.300 0.640 1.128 0.759 3 100 101 35 8.000 361.554 0.120 1.609 0.267 0.571 0.451 0.640 0.386 0.266 4 102 103 101 8.000 270.138 0.094 1.530 0.233 0.587 0.493 0.640 0.397 0.302 5 104 105 103 8.000 261.266 0.074 1.844 0.172 0.846 0.772 0.640 0.572 0.498 6 106 107 108 8.000 349.431 0.054 1.268 0.180 0.567 0.513 0.640 0.383 0.329 7 109 108 110 8.000 356.945 0.096 1.516 0.238 0.575 0.479 0.640 0.389 0.292 8 111 110 112 8.000 190.302 0.215 1.943 0.354 0.592 0.377 0.640 0.400 0.185 9 113 112 114 8.000 205.744 0.247 2.022 0.381 0.593 0.346 0.640 0.401 0.154 10 115 18 116 8.000 276.593 0.014 0.844 0.094 0.565 0.551 0.640 0.382 0.368 11 117 116 118 8.000 242.980 0.048 1.219 0.170 0.563 0.515 0.640 0.381 0.333 12 119 118 120 8.000 150.580 0.056 1.644 0.154 0.807 0.750 0.640 0.545 0.489 13 12 13 11 10.000 290.000 0.354 3.050 0.266 1.696 1.342 0.640 1.147 0.792 14 121 120 110 8.000 254.220 0.057 1.701 0.152 0.843 0.786 0.640 0.570 0.513 15 122 123 118 8.000 188.700 0.007 0.673 0.067 0.561 0.555 0.640 0.379 0.373 16 124 125 116 8.000 181.659 0.031 1.090 0.137 0.576 0.544 0.640 0.389 0.358 17 126 127 125 8.000 89.521 0.026 1.371 0.103 0.868 0.842 0.640 0.587 0.561 18 128 129 127 8.000 32.112 0.026 1.398 0.101 0.895 0.869 0.640 0.605 0.579 19 130 131 129 8.000 173.847 0.026 1.439 0.099 0.932 0.906 0.640 0.630 0.604 20 132 133 131 8.000 227.077 0.023 1.340 0.096 0.884 0.861 0.640 0.598 0.575 21 134 135 133 8.000 357.788 0.013 1.047 0.076 0.801 0.789 0.640 0.542 0.529 22 136 137 135 8.000 234.714 0.008 0.917 0.060 0.817 0.809 0.640 0.552 0.544 23 138 139 133 8.000 297.709 0.007 0.988 0.052 0.969 0.962 0.640 0.655 0.648 24 14 15 16 8.000 189.886 0.003 0.936 0.030 1.309 1.306 0.640 0.885 0.882 25 140 10 83 8.000 143.863 0.000 0.000 0.000 0.388 0.000 0.640 0.262 0.000 26 142 114 141 10.000 309.536 0.305 3.285 0.227 2.002 1.698 0.640 1.353 1.049 27 143 144 135 8.000 182.820 0.005 0.782 0.048 0.804 0.799 0.640 0.543 0.538 28 145 146 7 8.000 335.463 0.260 1.968 0.404 0.560 0.300 0.640 0.379 0.118 29 147 148 146 8.000 308.873 0.256 2.170 0.371 0.645 0.389 0.640 0.436 0.180 30 149 44 148 8.000 52.005 0.251 2.161 0.367 0.646 0.395 0.640 0.437 0.185 31 150 152 151 8.000 33.813 0.050 1.152 0.182 0.511 0.461 0.640 0.346 0.295 32 153 151 114 8.000 141.511 0.058 1.078 0.210 0.439 0.382 0.640 0.297 0.239 33 154 155 152 8.000 350.107 0.048 1.021 0.192 0.439 0.391 0.640 0.297 0.249 34 156 157 155 8.000 111.653 0.018 2.251 0.057 2.074 2.056 0.640 1.402 1.384 35 158 159 13 10.000 300.000 0.305 3.126 0.235 1.867 1.562 0.640 1.262 0.957 36 160 161 159 10.000 300.000 0.305 3.120 0.235 1.862 1.558 0.640 1.259 0.954 37 162 141 161 10.000 294.187 0.305 3.139 0.234 1.878 1.574 0.640 1.270 0.965 38 17 16 18 8.000 308.409 0.005 0.964 0.045 1.032 1.027 0.640 0.698 0.692 39 19 20 18 8.000 175.478 0.006 0.872 0.051 0.869 0.863 0.640 0.587 0.582 40 21 22 23 8.000 85.784 0.002 0.675 0.027 1.010 1.008 0.640 0.683 0.681 41 24 23 25 8.000 128.597 0.004 0.989 0.038 1.188 1.184 0.640 0.803 0.799 42 26 25 27 8.000 60.010 0.194 3.187 0.231 1.230 1.036 0.640 0.831 0.637 43 28 27 29 8.000 80.947 0.195 2.548 0.271 0.897 0.702 0.640 0.606 0.411 44 30 29 31 8.000 214.648 0.199 2.508 0.279 0.869 0.670 0.640 0.588 0.389 Date: Monday, August 24, 2020, Time: 22:44:37, Page 1 Page 609 of 1383 Area 68 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
45 32 33 31 8.000 173.130 0.004 0.766 0.041 0.875 0.871 0.640 0.591 0.588 46 34 35 25 8.000 204.260 0.186 2.695 0.252 0.990 0.804 0.640 0.669 0.483 47 36 37 29 8.000 118.458 0.003 0.793 0.032 1.058 1.055 0.640 0.715 0.712 48 38 39 40 8.000 239.984 0.005 0.726 0.053 0.699 0.694 0.640 0.473 0.467 49 4 5 3 10.000 249.824 0.649 3.769 0.353 1.796 1.146 0.640 1.214 0.565 50 41 40 42 8.000 248.939 0.012 0.918 0.078 0.691 0.679 0.640 0.467 0.455 51 43 42 44 8.000 301.709 0.241 3.210 0.268 1.138 0.896 0.640 0.769 0.528 52 45 46 44 8.000 77.103 0.008 0.702 0.076 0.540 0.532 0.640 0.365 0.357 53 47 48 46 8.000 190.050 0.008 0.781 0.067 0.647 0.639 0.640 0.437 0.429 54 49 50 48 8.000 250.949 0.004 0.841 0.040 0.972 0.968 0.640 0.657 0.653 55 51 52 53 8.000 209.408 0.007 0.858 0.059 0.774 0.766 0.640 0.523 0.516 56 54 53 55 8.000 213.020 0.010 0.923 0.071 0.737 0.727 0.640 0.498 0.488 57 56 31 55 8.000 243.635 0.206 2.163 0.317 0.699 0.493 0.640 0.472 0.267 58 57 55 58 8.000 286.958 0.217 3.109 0.254 1.136 0.919 0.640 0.768 0.551 59 59 60 58 8.000 190.063 0.010 1.016 0.066 0.853 0.843 0.640 0.576 0.566 60 6 7 5 10.000 309.104 0.646 3.715 0.356 1.763 1.117 0.640 1.192 0.546 61 61 62 60 8.000 242.451 0.005 0.839 0.048 0.861 0.856 0.640 0.582 0.577 62 63 58 64 8.000 48.734 0.227 2.566 0.301 0.852 0.624 0.640 0.576 0.348 63 65 64 42 8.000 302.332 0.229 2.510 0.308 0.823 0.594 0.640 0.556 0.327 64 66 67 68 8.000 266.398 0.008 0.904 0.061 0.801 0.794 0.640 0.542 0.534 65 69 68 9 8.000 347.844 0.015 0.855 0.096 0.567 0.552 0.640 0.383 0.368 66 70 71 72 8.000 281.991 0.007 0.803 0.063 0.694 0.686 0.640 0.469 0.462 67 73 72 11 8.000 335.610 0.015 0.856 0.096 0.566 0.552 0.640 0.383 0.368 68 74 75 76 8.000 179.587 0.002 0.525 0.033 0.689 0.687 0.640 0.465 0.464 69 77 76 78 8.000 258.349 0.022 1.199 0.101 0.769 0.747 0.640 0.520 0.498 70 79 78 80 8.000 135.718 0.040 1.889 0.111 1.136 1.096 0.640 0.768 0.728 71 8 9 7 10.000 267.891 0.384 3.120 0.277 1.697 1.313 0.640 1.147 0.763 72 81 80 13 8.000 135.619 0.050 1.234 0.173 0.566 0.516 0.640 0.382 0.332 73 82 83 84 8.000 298.555 0.003 0.725 0.036 0.901 0.898 0.640 0.609 0.606 74 85 84 86 8.000 291.120 0.005 0.983 0.044 1.078 1.073 0.640 0.729 0.723 75 87 86 80 8.000 290.690 0.008 1.058 0.056 0.989 0.981 0.640 0.669 0.660 76 88 89 90 8.000 232.549 0.007 1.085 0.049 1.101 1.094 0.640 0.744 0.737 77 91 90 92 8.000 264.718 0.012 1.224 0.065 1.033 1.022 0.640 0.699 0.687 78 93 92 78 8.000 268.413 0.017 1.351 0.077 1.026 1.010 0.640 0.694 0.677 79 94 95 96 8.000 249.422 0.007 1.048 0.053 1.017 1.009 0.640 0.687 0.680 80 97 96 98 8.000 263.504 0.012 1.201 0.068 0.988 0.975 0.640 0.668 0.655 81 99 98 76 8.000 253.847 0.017 1.350 0.079 1.006 0.989 0.640 0.680 0.663 Date: Monday, August 24, 2020, Time: 22:44:38, Page 2 Page 610 of 1383 Area 68 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 10 0.500 0.000 0.000 0.000
3 100 0.500
4 102 0.500
5 104 0.500
6 106 0.500
7 109 0.500
8 111 0.500
9 113 0.500 0.000 0.000 0.000
10 115 0.500
11 117 0.500
12 119 0.500
13 12 0.500 0.000 0.000 0.000
14 121 0.500
15 122 0.500
16 124 0.500
17 126 0.500
18 128 0.500
19 130 0.500
20 132 0.500
21 134 0.500
22 136 0.500
23 138 0.500
24 14 0.500
25 140 0.500 0.000 0.000 0.000
26 142 0.500 0.000 0.000 0.000
27 143 0.500
28 145 0.500
29 147 0.500 0.000 0.000 0.000
30 149 0.500 0.000 0.000 0.000
31 150 0.500
32 153 0.500
33 154 0.500
34 156 0.500 0.000 0.000 0.000
35 158 0.500 0.000 0.000 0.000
36 160 0.500 0.000 0.000 0.000
37 162 0.500 0.000 0.000 0.000
38 17 0.500
39 19 0.500
40 21 0.500
41 24 0.500
42 26 0.500 0.000 0.000 0.000
43 28 0.500 0.000 0.000 0.000
44 30 0.500 0.000 0.000 0.000
Date: Monday, August 24, 2020, Time: 22:44:38, Page 3 Page 611 of 1383 Area 68 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
45 32 0.500
46 34 0.500 0.000 0.000 0.000
47 36 0.500
48 38 0.500
49 4 0.500 0.000 0.000 0.000
50 41 0.500
51 43 0.500 0.000 0.000 0.000
52 45 0.500
53 47 0.500
54 49 0.500
55 51 0.500
56 54 0.500
57 56 0.500 0.000 0.000 0.000
58 57 0.500 0.000 0.000 0.000
59 59 0.500
60 6 0.500 0.000 0.000 0.000
61 61 0.500
62 63 0.500 0.000 0.000 0.000
63 65 0.500 0.000 0.000 0.000
64 66 0.500
65 69 0.500
66 70 0.500
67 73 0.500
68 74 0.500
69 77 0.500
70 79 0.500
71 8 0.500 0.000 0.000 0.000
72 81 0.500
73 82 0.500
74 85 0.500
75 87 0.500
76 88 0.500
77 91 0.500
78 93 0.500
79 94 0.500
80 97 0.500
81 99 0.500
Date: Monday, August 24, 2020, Time: 22:44:38, Page 4 Page 612 of 1383 Area 68 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
56 57
63 65
43 149
147
145
6 4
1 31
55 58
64 42
44 148
146
7 5
3 2
585.0
588.4
591.8
595.2
598.6
602.0
605.4
608.8
612.2
615.6
619.0
0 252 504 756 1008 1260 1512 1764 2016 2268 2520

Page 613 of 1383 ends

E Cypress St
Virg ni ai Ave
Baranca Ave N
Baranca Ave
Reed
St
E Hurst St
N
Grandview
Ave
Com
mercial Ave
N
Barranca Ave
Southern Pacific RR
E Benwood St
E Benbow St
E Front St
E Bellbrook St
E Chester Rd
E Edna Pl
Starcrest Dr
N
Prospero Dr
12 6
4 10
1 8
14 2 3
9 5 7
13 15

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 69
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 614 of 1383 ends

0.325

0.094 0.243

0.271

0.323

0.332

0.317

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 69
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 615 of 1383 ends

Area 69 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 101.270 0.226 2.315 0.323 0.740 0.514 0.640 0.500 0.274 2 10 9 11 8.000 145.100 0.274 3.596 0.271 1.267 0.993 0.640 0.856 0.582 3 12 13 2 8.000 79.186 0.176 1.789 0.325 0.570 0.393 0.640 0.385 0.209 4 14 15 13 8.000 304.281 0.167 1.759 0.317 0.568 0.400 0.640 0.384 0.216 5 4 3 5 8.000 146.846 0.226 3.454 0.243 1.294 1.067 0.640 0.875 0.648 6 6 7 5 8.000 114.976 0.020 1.229 0.094 0.823 0.803 0.640 0.556 0.536 7 8 5 9 8.000 231.477 0.263 2.603 0.332 0.820 0.557 0.640 0.555 0.291 Date: Monday, August 17, 2020, Time: 07:30:26, Page 1

Page 616 of 1383 ends

Area 69 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 10 0.500 0.000 0.000 0.000
3 12 0.500
4 14 0.500
5 4 0.500 0.000 0.000 0.000
6 6 0.500
7 8 0.500
Date: Monday, August 17, 2020, Time: 07:30:26, Page 2

Page 617 of 1383 ends

Area 69 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
12 1
4 8
10 13 2
3 5
9 11
582.0
583.7
585.4
587.1
588.8
590.5
592.2
593.9
595.6
597.3
599.0

0.0 70.4 140.8 211.2 281.6 352.0 422.4 492.8 563.2 633.6 704.0

Page 618 of 1383 ends

Unincorporated
Unincorporated
N Baranca Ave
E Cypress St
E W ingate St
Baranca Ave
Southern Pacific RR
E Covina Blvd
N Bender Ave
E San Bernardino Rd
E Ruddock St
E Edna Pl
N De al y Ave
E Hurst St
E Tudor St
Bender Ave
E Greenhaven St
E Hurst St
N G el ndora Ave
N Westridge Ave
N Grand Ave
N De
Lay Ave
N Bender
Ave
E Ruddock St
Nearglen
Ave
Jenifer
Ave
N Jenifer
Ave
N Farber
Ave
Dodsworth
Ave
N Nearglen Ave
E Benwood St
N Prospero Dr
N Forestdale
Ave
Rimhurst Ave
N Mangrove Ave
N Vec ni o Dr
Groverdale St
Virg ni ai Ave
E Front St
N Ivescrest Ave
E Colver Pl
E Covina Blvd
E Benwood St
E Bellbrook St
Cummings Rd
N De Lay Ave
N Langham Ave
N Dodsworth Ave
N Dodsworth Ave
N Ivescrest Ave
E Edna Pl
N Grandview Ave
E Tudor St
E Haller St
N Rimhurst Ave
N Jennifer Ave
N Westridge Ave
E Brookport St
Commercial Ave
E Benbow St
N Barranca Ave
E Retford St
E Edgecomb St
Kemp Pl
E Bickley Dr
Tudor St
Greenhaven St
N Glenvina Ave
N Brightview Dr
E Groverdale St
Rue Royale St
E Covina Blvd
E Tudor St
E Greenhaven St
Covina Blvd
N Dama ot Dr
N De Lay Ave
N Linda Ter
E Bellbrook St
E Brookport St
N Langham Ave
E Chester Rd
E Edgecomb St N Danehurst Ave
N Ca ml grove Ave
E Benbow St
Marilyn Wy
N Rimhurst Ave
N Br gi htv ei w Dr
N Vec ni o Dr
N Ca ml grove Ave
N Prospero Dr
Starcrest Dr
161
20 193
18 177
16 28
90 169
129
165
14 115 120
133
131
203
201
125
67 58
5 5
4 0
136
32 159
30 199
196
209
111
139
35 124
92 94
109
61 205
57 118
48 208
53 6
181
73 4 1
122
187 185
163
198
69 71
107
37 75
8 77
143
142
41 102
47 113
39 88
183
127
145
96 22
154
138
179
189
12 194
156
26 43
175
100
45 173
191
85 65
151
10 105
24 149
62 147
83 171
79 81 98
104
7 5 3 2
9 11 13
15 17
19 21
23 25 27
31 33
34 36 46 44 42 40 38
49 51
52 55
56 59
60 63
64 66
68 70
72 74 76 78
80 82
84 86
87 89 91
95 93 97
99 101
103
106
108
110
112
114
116
117 119 121
123
126
128 130
132
134
135
137
140
141 144
146
148
150
152
153
155
157
158
160
162
164
166 168
170
172
174
176
178
180
184 182
186
188
190
192
195
197
200
202
204
206
207

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 70
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 619 of 1383 ends

Unincorporated
Unincorporated
E Ruddock St
N Baranca Ave
E Cypress St
Southern Pacific RR
E Wingate St
N Prospero Dr
Baranca Ave
Tudor St
E Covina Blvd
N Bender Ave
E San Bernardino Rd
N Mangrove Ave
E Edna Pl
N De al y Ave
E Hurst St
E Tudor St
Bender Ave
E Greenhaven St
E Hurst St
N Westridge Ave
E Ruddock St
Retford St
Groverdale St
Virg ni ai Ave
E Benwood St
N Banna Ave
New Cast el Ln
N G el ndora Ave
N Ivescrest Ave
E Colver Pl
E Covina Blvd
E Benwood St
E Front St
E Bellbrook St
E School St
N Jenifer Ave
Linda Ter
N De Lay Ave
Cummings Rd
N Grand Ave
N Langham Ave
N Darfield Ave
N Retford Knoll Farland St
N Darfield Ave
N Dodsworth Ave
N Ivescrest Ave
E Edna Pl
E Covina Blvd
N Grandview Ave
E Palm Dr
E Tudor St
Kinsella Ave
N Wilson Ave
E Haller St
N Rimhurst Ave
N Jennifer Ave
N Westridge Ave
E Brookport St
Commercial Ave
E Italia St
E Benbow St
N Barranca Ave
E Retford St
Jeni ef r Ave
Nearg el n Ave
Dodsworth Ave
E Venton St
N Farber Ave
S at rcrest Dr
Kemp Pl
E Bickley Dr
Tudor St
Greenhaven St
N Glenvina Ave
N Brightview Dr
E Groverdale St
E Groverdale St
Rue Royale St
N Shadyglen Dr
N De Lay Ave
N Mangrove Ave
N Bender Ave
N Dodsworth Ave
Rimhurst Ave
E Tudor St
E Greenhaven St
E Groverdale St
N Nearglen Ave
N Vecino Dr
Covina Blvd
E Palm Dr
N Darf ei dl Ave
N Damato Dr
N De Lay Ave
N Forestdale Ave
N LindaTer
E Edgecomb St
E Bellbrook St
E Brookport St
N Kidder Ave
N Langham Ave
E Chester Rd
E Edgecomb St N Danehurst Ave
N Ca ml g or ve Ave
E Benbow St
Marilyn Wy
N Ca ml g or ve Ave
N Rimhurst Ave
N Br gi htv ei w Dr
N Vec ni o Dr
N Prospero Dr
S at rcrest Dr

0.267

0.262

0.026

0.156

0.283

0.126

0.041

0.139

0.130

0.125

0.093 0.602

0.048

0.271

0.122

0.147

0.259

0.421

0.050

0.043

0.072

0.050

0.315

0.065

0.626

0.168

0.607

0.194

0.127

0.070

0.496

0.136

0.126

0.210

0.067

0.093

0.067

0.579

0.079

0.608

0.061

0.057

0.061

0.433

0.045 0.033

0.507

0.048 0.074

0.279

0.159

0.191 0.487

0.380

0.068

0.582

0.079

0.542

0.1010.114

0.117

0.330

0.192

0.140

0.094

0.093

0.035

0.197

0.090

0.087

0.223

0.190

0.069

0.169

0.058

0.047

0.561

0.462

0.159

0.090

0.494

0.156

0.112

0.125

0.066

0.388

0.174

0.096

0.383

0.446

0.114

0.225

0.115

0.472

0.196

0.568 0.489 0.507

0.287

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 70
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 620 of 1383 ends

Area 70 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 269.819 0.002 0.719 0.033 0.956 0.954 0.640 0.646 0.644 2 10 11 9 8.000 336.924 0.015 0.856 0.096 0.565 0.551 0.640 0.382 0.367 3 100 101 99 12.000 338.194 1.642 4.242 0.494 2.476 0.835 0.640 1.674 0.032 4 102 103 101 8.000 348.718 0.203 2.020 0.330 0.639 0.436 0.640 0.432 0.229 5 104 93 103 8.000 294.423 0.170 2.049 0.287 0.699 0.529 0.640 0.472 0.303 6 105 106 101 12.000 376.592 1.383 5.006 0.383 3.296 1.913 0.640 2.228 0.845 7 107 108 106 12.000 228.270 1.320 4.812 0.380 3.177 1.857 0.640 2.148 0.828 8 109 110 108 8.000 256.907 0.141 2.638 0.210 1.076 0.935 0.640 0.727 0.586 9 111 112 110 8.000 221.058 0.120 2.520 0.194 1.078 0.959 0.640 0.729 0.609 10 113 114 112 8.000 275.964 0.067 2.258 0.140 1.176 1.109 0.640 0.795 0.727 11 115 116 117 8.000 171.671 0.014 0.830 0.093 0.560 0.546 0.640 0.378 0.365 12 118 119 117 8.000 257.920 0.897 4.283 0.579 1.044 0.147 0.640 0.706 -0.192 13 12 13 11 8.000 319.709 0.008 1.012 0.058 0.919 0.910 0.640 0.621 0.613 14 120 121 119 8.000 184.401 0.879 4.005 0.602 0.963 0.084 0.640 0.651 -0.228 15 122 123 108 12.000 240.631 1.153 2.888 0.507 1.669 0.516 0.640 1.128 -0.025 16 124 117 123 12.000 242.921 1.108 2.850 0.496 1.661 0.553 0.640 1.123 0.015 17 125 126 117 8.000 213.475 0.170 2.361 0.259 0.852 0.683 0.640 0.576 0.406 18 127 128 126 8.000 297.166 0.135 2.775 0.197 1.175 1.040 0.640 0.794 0.659 19 129 130 128 8.000 111.200 0.110 3.734 0.139 1.955 1.845 0.640 1.321 1.211 20 131 132 130 8.000 213.201 0.110 1.438 0.271 0.506 0.396 0.640 0.342 0.232 21 133 134 135 8.000 201.886 0.004 0.678 0.048 0.702 0.698 0.640 0.475 0.471 22 136 135 137 8.000 201.658 0.010 0.860 0.072 0.686 0.676 0.640 0.463 0.454 23 138 137 87 8.000 346.187 0.013 1.222 0.069 0.993 0.980 0.640 0.671 0.658 24 139 140 141 8.000 241.222 0.028 1.078 0.127 0.597 0.569 0.640 0.403 0.376 25 14 9 15 8.000 139.967 0.026 1.040 0.125 0.582 0.556 0.640 0.393 0.367 26 142 141 126 8.000 225.425 0.035 1.564 0.114 0.925 0.890 0.640 0.625 0.590 27 143 144 128 8.000 219.425 0.025 1.360 0.101 0.868 0.843 0.640 0.587 0.562 28 145 146 144 8.000 228.581 0.020 1.294 0.090 0.893 0.873 0.640 0.604 0.584 29 147 148 132 8.000 322.041 0.022 0.976 0.115 0.574 0.552 0.640 0.388 0.366 30 149 150 148 8.000 368.537 0.020 0.928 0.114 0.550 0.530 0.640 0.372 0.352 31 151 153 152 8.000 323.623 0.074 1.822 0.174 0.831 0.756 0.640 0.561 0.487 32 154 155 153 8.000 326.735 0.062 1.351 0.190 0.585 0.522 0.640 0.395 0.333 33 156 157 158 8.000 336.835 0.642 3.186 0.561 0.786 0.144 0.640 0.531 -0.111 34 159 158 160 8.000 145.726 0.651 6.893 0.315 2.231 1.580 0.640 1.508 0.857 35 16 15 17 8.000 111.300 0.040 1.142 0.156 0.557 0.517 0.640 0.377 0.337 36 161 162 160 8.000 35.696 0.137 1.689 0.282 0.581 0.444 0.640 0.393 0.256 37 163 164 162 8.000 284.750 0.134 1.680 0.279 0.582 0.448 0.640 0.393 0.260 38 165 166 164 8.000 136.277 0.026 0.973 0.130 0.532 0.506 0.640 0.360 0.334 39 167 168 166 8.000 119.946 0.023 0.985 0.119 0.567 0.544 0.640 0.383 0.360 40 169 170 166 8.000 143.472 0.002 0.456 0.041 0.518 0.516 0.640 0.350 0.348 41 171 172 164 8.000 349.213 0.094 1.953 0.196 0.831 0.737 0.640 0.561 0.467 42 173 174 140 8.000 304.106 0.021 0.977 0.112 0.586 0.565 0.640 0.396 0.375 43 175 176 174 8.000 310.342 0.013 0.847 0.090 0.585 0.571 0.640 0.395 0.382 44 177 178 176 8.000 109.033 0.002 0.729 0.026 1.132 1.130 0.640 0.765 0.764 Date: Friday, July 10, 2020, Time: 15:49:30, Page 1 Page 621 of 1383 Area 70 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
45 179 180 146 8.000 318.839 0.013 0.822 0.091 0.563 0.551 0.640 0.381 0.368 46 18 17 19 8.000 106.646 0.107 1.471 0.262 0.528 0.421 0.640 0.357 0.250 47 181 182 180 8.000 284.620 0.006 0.641 0.061 0.565 0.559 0.640 0.382 0.376 48 183 184 176 8.000 303.331 0.004 0.978 0.035 1.233 1.229 0.640 0.833 0.830 49 185 186 150 8.000 241.293 0.011 0.982 0.074 0.768 0.756 0.640 0.519 0.507 50 187 188 186 8.000 269.808 0.006 0.963 0.048 0.997 0.991 0.640 0.674 0.668 51 189 190 155 8.000 334.041 0.049 1.244 0.169 0.578 0.530 0.640 0.391 0.342 52 191 192 190 8.000 279.463 0.029 1.131 0.125 0.632 0.604 0.640 0.427 0.399 53 193 68 84 12.000 58.409 1.977 5.072 0.497 2.954 0.977 0.640 1.997 0.020 54 194 195 192 8.000 329.891 0.006 1.059 0.047 1.109 1.103 0.640 0.750 0.743 55 196 197 132 8.000 250.763 0.083 2.145 0.168 1.000 0.917 0.640 0.676 0.593 56 198 152 197 8.000 209.163 0.074 2.078 0.159 1.001 0.927 0.640 0.677 0.602 57 199 200 121 8.000 237.285 0.867 3.771 0.626 0.896 0.029 0.640 0.605 -0.261 58 20 19 21 8.000 42.097 0.120 1.605 0.267 0.570 0.449 0.640 0.385 0.265 59 201 202 172 8.000 197.144 0.059 1.840 0.147 0.929 0.871 0.640 0.628 0.569 60 203 204 202 8.000 187.577 0.038 1.560 0.122 0.885 0.847 0.640 0.598 0.560 61 205 206 207 8.000 231.185 0.028 1.716 0.093 1.154 1.125 0.640 0.780 0.752 62 208 207 200 8.000 217.484 0.844 3.802 0.608 0.912 0.067 0.640 0.616 -0.228 63 209 160 207 8.000 238.767 0.802 3.619 0.607 0.868 0.066 0.640 0.587 -0.215 64 22 21 23 8.000 269.699 0.139 2.392 0.223 0.942 0.803 0.640 0.637 0.498 65 24 23 25 15.000 317.506 2.677 5.059 0.446 5.957 3.281 0.750 3.266 0.590 66 26 25 27 15.000 332.814 2.777 5.008 0.462 5.800 3.024 0.750 3.181 0.404 67 28 27 29 15.000 104.916 2.777 9.738 0.283 14.508 11.730 0.750 7.955 5.178 68 30 31 19 8.000 227.703 0.011 1.091 0.065 0.922 0.911 0.640 0.623 0.613 69 32 33 34 8.000 186.549 0.005 0.715 0.050 0.716 0.711 0.640 0.484 0.479 70 35 34 36 8.000 246.922 0.010 0.893 0.070 0.719 0.710 0.640 0.486 0.476 71 37 36 38 8.000 269.613 0.013 1.269 0.068 1.044 1.031 0.640 0.706 0.693 72 39 38 40 8.000 272.766 0.026 1.573 0.094 1.055 1.029 0.640 0.713 0.687 73 4 3 5 8.000 303.372 0.005 0.857 0.045 0.928 0.923 0.640 0.627 0.622 74 41 40 42 8.000 266.459 0.039 1.698 0.117 0.988 0.949 0.640 0.668 0.629 75 43 42 44 8.000 308.521 0.053 1.477 0.159 0.711 0.658 0.640 0.480 0.427 76 45 44 46 8.000 354.658 0.061 1.749 0.156 0.853 0.792 0.640 0.576 0.516 77 47 46 17 8.000 259.999 0.064 1.366 0.192 0.588 0.524 0.640 0.398 0.334 78 48 49 15 8.000 259.999 0.010 0.746 0.079 0.556 0.546 0.640 0.376 0.366 79 50 51 52 8.000 206.814 0.004 0.765 0.043 0.848 0.844 0.640 0.573 0.569 80 53 52 42 8.000 224.865 0.010 1.121 0.061 0.995 0.985 0.640 0.672 0.663 81 54 55 56 8.000 184.757 0.005 0.919 0.043 1.013 1.008 0.640 0.685 0.680 82 57 56 40 8.000 246.922 0.010 0.989 0.067 0.823 0.813 0.640 0.556 0.546 83 58 59 60 8.000 184.757 0.005 0.717 0.050 0.716 0.712 0.640 0.484 0.479 84 6 5 7 8.000 202.713 0.007 0.880 0.057 0.813 0.807 0.640 0.550 0.543 85 61 60 38 8.000 246.922 0.010 0.981 0.067 0.819 0.809 0.640 0.553 0.544 86 62 63 64 8.000 281.729 0.091 1.549 0.225 0.606 0.515 0.640 0.410 0.319 87 65 64 66 8.000 355.444 0.188 1.500 0.388 0.436 0.248 0.640 0.295 0.106 88 67 66 68 8.000 201.361 0.214 1.535 0.421 0.428 0.214 0.640 0.290 0.075 Date: Friday, July 10, 2020, Time: 15:49:30, Page 2 Page 622 of 1383 Area 70 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
89 69 70 68 8.000 271.775 0.048 1.031 0.191 0.445 0.397 0.640 0.301 0.253 90 71 72 68 12.000 308.197 1.715 4.517 0.487 2.654 0.940 0.640 1.794 0.080 91 73 74 23 15.000 273.759 2.461 4.831 0.433 5.767 3.306 0.750 3.162 0.701 92 75 76 74 12.000 266.088 2.400 5.057 0.582 2.768 0.368 0.640 1.871 -0.529 93 77 78 76 12.000 245.336 2.323 5.350 0.542 3.008 0.685 0.640 2.034 -0.290 94 79 80 78 12.000 361.533 2.255 4.899 0.568 2.706 0.450 0.640 1.829 -0.426 95 8 7 9 8.000 261.497 0.010 0.755 0.079 0.565 0.556 0.640 0.382 0.372 96 81 82 80 12.000 365.142 2.145 5.626 0.489 3.302 1.157 0.640 2.232 0.087 97 83 84 82 12.000 351.410 2.035 5.575 0.472 3.321 1.286 0.640 2.245 0.210 98 85 86 87 8.000 340.756 0.008 0.830 0.066 0.699 0.690 0.640 0.472 0.464 99 88 87 89 8.000 239.367 0.024 1.449 0.093 0.978 0.954 0.640 0.661 0.637 100 90 89 91 8.000 127.225 0.026 1.021 0.126 0.567 0.541 0.640 0.384 0.357 101 92 91 93 8.000 251.040 0.030 1.070 0.136 0.568 0.538 0.640 0.384 0.354 102 94 95 93 8.000 250.273 0.026 1.020 0.126 0.567 0.540 0.640 0.383 0.357 103 96 97 93 8.000 298.314 0.022 1.475 0.087 1.038 1.016 0.640 0.701 0.680 104 98 99 72 12.000 361.294 1.699 4.246 0.507 2.452 0.753 0.640 1.657 -0.042 Date: Friday, July 10, 2020, Time: 15:49:30, Page 3 Page 623 of 1383 Area 70 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 10 0.500
3 100 0.500 0.000 0.000 0.000
4 102 0.500 0.000 0.000 0.000
5 104 0.500 0.000 0.000 0.000
6 105 0.500 0.000 0.000 0.000
7 107 0.500 0.000 0.000 0.000
8 109 0.500 0.000 0.000 0.000
9 111 0.500 0.000 0.000 0.000
10 113 0.500 0.000 0.000 0.000
11 115 0.500
12 118 0.500 0.000 0.000 0.000
13 12 0.500
14 120 0.500 0.000 0.000 0.000
15 122 0.500 0.000 0.000 0.000
16 124 0.500 0.000 0.000 0.000
17 125 0.500 0.000 0.000 0.000
18 127 0.500 0.000 0.000 0.000
19 129 0.500 0.000 0.000 0.000
20 131 0.500
21 133 0.500
22 136 0.500
23 138 0.500
24 139 0.500
25 14 0.500
26 142 0.500
27 143 0.500
28 145 0.500
29 147 0.500
30 149 0.500
31 151 0.500
32 154 0.500
33 156 0.500 0.000 0.000 0.000
34 159 0.500 0.000 0.000 0.000
35 16 0.500
36 161 0.500
37 163 0.500
38 165 0.500
39 167 0.500
40 169 0.500
41 171 0.500
42 173 0.500
43 175 0.500
44 177 0.500
Date: Friday, July 10, 2020, Time: 15:49:31, Page 4 Page 624 of 1383 Area 70 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
45 179 0.500
46 18 0.500
47 181 0.500
48 183 0.500
49 185 0.500
50 187 0.500
51 189 0.500
52 191 0.500
53 193 0.500 0.000 0.000 0.000
54 194 0.500
55 196 0.500 0.000 0.000 0.000
56 198 0.500 0.000 0.000 0.000
57 199 0.500 0.000 0.000 0.000
58 20 0.500
59 201 0.500
60 203 0.500
61 205 0.500
62 208 0.500 0.000 0.000 0.000
63 209 0.500 0.000 0.000 0.000
64 22 0.500 0.000 0.000 0.000
65 24 0.500 0.000 0.000 0.000
66 26 0.500 0.000 0.000 0.000
67 28 0.500 0.000 0.000 0.000
68 30 0.500
69 32 0.500
70 35 0.500
71 37 0.500
72 39 0.500
73 4 0.500
74 41 0.500
75 43 0.500
76 45 0.500
77 47 0.500
78 48 0.500
79 50 0.500
80 53 0.500
81 54 0.500
82 57 0.500
83 58 0.500
84 6 0.500
85 61 0.500
86 62 0.500
87 65 0.500
88 67 0.500
Date: Friday, July 10, 2020, Time: 15:49:31, Page 5 Page 625 of 1383 Area 70 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
89 69 0.500
90 71 0.500 0.000 0.000 0.000
91 73 0.500 0.000 0.000 0.000
92 75 0.500 0.000 0.000 0.000
93 77 0.500 0.000 0.000 0.000
94 79 0.500 0.000 0.000 0.000
95 8 0.500
96 81 0.500 0.000 0.000 0.000
97 83 0.500 0.000 0.000 0.000
98 85 0.500
99 88 0.500
100 90 0.500
101 92 0.500
102 94 0.500
103 96 0.500
104 98 0.500
Date: Friday, July 10, 2020, Time: 15:49:31, Page 6 Page 626 of 1383 Area 70 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
209
208
199
120
118
124 122
107
105
100
98 71
193
83 81
79 77
75 73
24 26
28 160
207
200
121
119
117 123 108
106
101
99 72
6884
82 80
78 76
74 23
25 2729
577.0
585.7
594.4
603.1
611.8
620.5
629.2
637.9
646.6
655.3
664.0

5.0 595.3 1185.6 1775.9 2366.2 2956.5 3546.8 4137.1 4727.4 5317.7 5908.0

Page 627 of 1383 ends

E Ruddock St
Baranca Ave
E Hurst St
San Jose Ave
N Baranca Ave
E School St
N
Grandview Ave
N
Prospero Dr
E College St
E Italia St
Oakbank
Ave
Southern Pacific RR
College Wy
E San Bernardino Rd
Traymore Ave
N
Grandview
Ave
Com
mercial Ave
N Barranca Ave
Rue Royale St
N Vecino Dr
E Edna Pl
E Front St
6 8
4 1
3 5 7 9

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 71
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 628 of 1383 ends

0.114 0.084

0.132

0.158

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 71
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 629 of 1383 ends

Area 71 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 258.009 0.085 2.397 0.158 1.161 1.076 0.640 0.785 0.700 2 4 5 3 8.000 248.364 0.059 2.150 0.132 1.161 1.103 0.640 0.785 0.726 3 6 7 5 8.000 139.433 0.043 1.963 0.114 1.161 1.118 0.640 0.785 0.741 4 8 9 7 8.000 180.865 0.023 1.621 0.084 1.162 1.139 0.640 0.785 0.762 Date: Monday, July 27, 2020, Time: 09:24:00, Page 1

Page 630 of 1383 ends

Area 71 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 4 0.500 0.000 0.000 0.000
3 6 0.500
4 8 0.500
Date: Monday, July 27, 2020, Time: 09:24:00, Page 2

Page 631 of 1383 ends

Area 71 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
8 6
4 1
9 7
5 3
2 570.0
572.5
575.0
577.5
580.0
582.5
585.0
587.5
590.0
592.5
595.0

0.0 82.7 165.4 248.1 330.8 413.5 496.2 578.9 661.6 744.3 827.0

Page 632 of 1383 ends

E School St
Oakbank Ave
E Ruddock St
E College
St
N Baranca Ave
N
Grandview
Ave
E Adams
Park Dr
N
Prospero Dr
N Barranca Ave
College Wy
N
Grandview Ave
Traymore Ave
E San Bernardino Rd
Com
mercial Ave
E Kenoak Dr
Rue Royale St
N
Forestdale Ave
Southern Pacific RR
E Front St
E Italia St
N Vecino Dr E Edna Pl
8 1
6 4 3 5
7 9

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 72
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 633 of 1383 ends

0.141

0.175

0.143

0.116

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 72
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 634 of 1383 ends

Area 72 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 244.944 0.115 2.790 0.175 1.268 1.153 0.640 0.857 0.742 2 4 5 3 8.000 253.709 0.038 1.676 0.116 0.983 0.945 0.640 0.664 0.626 3 6 7 3 8.000 149.551 0.068 2.211 0.143 1.135 1.067 0.640 0.767 0.699 4 8 9 7 8.000 96.389 0.047 1.553 0.141 0.806 0.760 0.640 0.545 0.498 Date: Monday, July 27, 2020, Time: 08:48:18, Page 1

Page 635 of 1383 ends

Area 72 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 4 0.500
3 6 0.500 0.000 0.000 0.000
4 8 0.500
Date: Monday, July 27, 2020, Time: 08:48:18, Page 2

Page 636 of 1383 ends

Area 72 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
8 6
1 9 7
3 2
567.0
568.8
570.6
572.4
574.2
576.0
577.8
579.6
581.4
583.2
585.0

0.0 49.1 98.2 147.3 196.4 245.5 294.6 343.7 392.8 441.9 491.0

Page 637 of 1383 ends

Unincorporated
Unincorporated
E Ruddock St
N Grand Ave
Monte Vista Ave
E San Bernardino Rd
E Adams Park Dr
Southern Pacific RR
E Badillo St
N Shadyglen Dr
E Edna Pl
S De Lay Ave
E Hurst
St
N Grandview Ave
Grand Ave
Baranca Ave
N Grand
Ave
N Grandview Av
B
e
aranca
Ave
E School St
S Vecino Dr
N Baranca Ave
N Prospero Dr
S Baranca Ave
E Alisal St
E Algrove St
Traymore Ave E Front St
E Dexter St
E Wanamaker Dr
E Wingate St
E Edgecomb St
Commercial Ave
E Italia St
E Kenoak Dr
Linda Ter
N Barranca Ave
S Brightview Dr
S Forestda el Ave
S Grand Ave
E Dexter St
Rue Royale St
N Brightview Dr
E Grovecenter St
N Forestdale Ave
N Vec ni o Dr
N LindaTer N De Lay Ave
S Grandview Ave
S Kendall Wy
10 27
29 1
15 26
18 8
24 4
20 6
22 13
3 5
7 9
11 12 14
17 16
19 21
23 25
28 CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 73
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 638 of 1383 ends

Unincorporated
Unincorporated
E Ruddock St
N Grand Ave
Monte Vista Ave
E San Bernardino Rd
E Adams Park Dr
Southern Pacific RR
E Badillo St
N Shadyglen Dr
E Edna Pl
S De Lay Ave
E Hurst
St
N Grandview Ave
Grand Ave
Baranca Ave
N Grand
Ave
N Grandview Av
B
e
aranca
Ave
E School St
S Vecino Dr
N Baranca Ave
N Prospero Dr
S Baranca Ave
E Alisal St
E Algrove St
Traymore Ave E Front St
E Dexter St
E Wanamaker Dr
E Wingate St
E Edgecomb St
Commercial Ave
E Italia St
E Kenoak Dr
Linda Ter
N Barranca Ave
S Brightview Dr
S Forestda el Ave
S Grand Ave
E Dexter St
Rue Royale St
N Brightview Dr
E Grovecenter St
N Forestdale Ave
N Vecino Dr
N LindaTer N De Lay Ave
S Grandview Ave
S Kendall Wy

0.036

0.233

0.320

0.273

0.120

0.169

0.116

0.228 0.176

0.169

0.167

0.112

0.202

0.148

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 73
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 639 of 1383 ends

Area 73 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 188.255 0.335 4.339 0.273 1.522 1.187 0.640 1.029 0.694 2 10 11 12 8.000 90.156 0.008 2.042 0.036 2.549 2.540 0.640 1.723 1.715 3 13 14 12 8.000 351.895 0.063 1.940 0.148 0.977 0.914 0.640 0.660 0.598 4 15 16 17 8.000 263.183 0.023 0.989 0.120 0.569 0.545 0.640 0.384 0.361 5 18 17 19 8.000 281.656 0.045 2.011 0.116 1.179 1.133 0.640 0.797 0.751 6 20 12 21 8.000 362.276 0.091 2.360 0.167 1.102 1.011 0.640 0.745 0.654 7 22 21 23 8.000 327.294 0.118 2.351 0.202 0.982 0.864 0.640 0.664 0.546 8 24 25 23 8.000 273.153 0.086 2.072 0.176 0.938 0.852 0.640 0.634 0.548 9 26 19 25 8.000 244.572 0.074 1.908 0.169 0.888 0.814 0.640 0.600 0.526 10 27 23 28 8.000 151.812 0.214 3.463 0.233 1.329 1.116 0.640 0.899 0.685 11 29 28 9 8.000 166.440 0.225 2.339 0.320 0.751 0.526 0.640 0.508 0.283 12 4 5 3 8.000 314.328 0.061 1.571 0.169 0.731 0.670 0.640 0.494 0.433 13 6 7 5 8.000 354.849 0.039 1.793 0.112 1.073 1.035 0.640 0.726 0.687 14 8 9 3 8.000 281.722 0.247 4.109 0.228 1.596 1.349 0.640 1.079 0.832 Date: Monday, July 27, 2020, Time: 09:13:11, Page 1

Page 640 of 1383 ends

Area 73 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 10 0.500 0.000 0.000 0.000
3 13 0.500
4 15 0.500
5 18 0.500 0.000 0.000 0.000
6 20 0.500 0.000 0.000 0.000
7 22 0.500 0.000 0.000 0.000
8 24 0.500 0.000 0.000 0.000
9 26 0.500
10 27 0.500 0.000 0.000 0.000
11 29 0.500 0.000 0.000 0.000
12 4 0.500
13 6 0.500
14 8 0.500
Date: Monday, July 27, 2020, Time: 09:13:11, Page 2

Page 641 of 1383 ends

Area 73 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
15 18
26 24
27 29
8 1
16 17
19 25
23 28
9 3
2 553.0
556.9
560.8
564.7
568.6
572.5
576.4
580.3
584.2
588.1
592.0
0 185 370 555 740 925 1110 1295 1480 1665 1850

Page 642 of 1383 ends

Unincorporated
E Adams Park Dr
E Ruddock St
E Badillo St
S De Lay Ave
Grand Ave
E Wanamaker Dr
N
Grand Ave
S Vecino Dr
E Algrove St
N Shadyglen Dr
Monte Vista Ave
E Kenoak Dr
E Dexter St
E Italia St
Linda Ter
N Linda Ter
E Dexter St
E Edgecomb St
S Brightview
Dr
S Forestda el Ave
S Grand Ave
N Brightview
Dr
E Grovecenter St
N Forestdale
Ave
N Vecino Dr
N
De Lay Ave
14 12
32 30 43 23
1 8 6
34 4
41 45
21 44
19 38
10 36
25 28
16 2
3 5
7 9
11 13
18 17
20 22 24
26 27
33 31 29
35 37 39
40 42

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 74
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 643 of 1383 ends

0.347

0.025 0.069 0.218 0.023

0.0 42

0.075 0.0
65 0.086

0.054

0.233

0.240

0.207

0.236

0.082

0.253

0.100

0.113

0.039 0.056

0.057

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 74
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 644 of 1383 ends

Area 74 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 192.099 0.006 1.292 0.042 1.457 1.451 0.640 0.985 0.979 2 10 9 11 8.000 238.305 0.025 1.387 0.100 0.894 0.869 0.640 0.604 0.579 3 12 11 13 8.000 75.402 0.197 1.836 0.347 0.565 0.368 0.640 0.382 0.185 4 14 13 15 8.000 28.264 0.197 1.880 0.341 0.584 0.387 0.640 0.395 0.197 5 16 17 18 8.000 341.177 0.010 1.234 0.057 1.142 1.132 0.640 0.772 0.762 6 19 18 20 8.000 289.542 0.015 1.095 0.082 0.801 0.786 0.640 0.541 0.526 7 21 22 20 8.000 286.385 0.119 2.291 0.207 0.943 0.824 0.640 0.637 0.518 8 23 24 22 8.000 160.009 0.002 0.964 0.023 1.606 1.604 0.640 1.086 1.084 9 25 26 27 8.000 308.723 0.007 1.546 0.039 1.816 1.809 0.640 1.228 1.221 10 28 27 29 8.000 319.873 0.012 1.550 0.056 1.447 1.435 0.640 0.978 0.966 11 30 29 31 8.000 108.090 0.013 1.273 0.069 1.042 1.028 0.640 0.704 0.691 12 32 33 31 8.000 120.486 0.001 0.569 0.025 0.894 0.893 0.640 0.605 0.603 13 34 31 35 8.000 240.019 0.019 1.287 0.086 0.911 0.892 0.640 0.616 0.597 14 36 35 37 8.000 238.304 0.024 1.104 0.113 0.657 0.633 0.640 0.444 0.420 15 38 40 39 8.000 238.304 0.145 2.092 0.253 0.766 0.621 0.640 0.518 0.373 16 4 3 5 8.000 222.407 0.011 1.538 0.054 1.463 1.452 0.640 0.989 0.978 17 41 42 40 8.000 247.004 0.139 2.251 0.233 0.865 0.726 0.640 0.585 0.446 18 43 20 42 8.000 108.737 0.134 2.382 0.218 0.949 0.815 0.640 0.642 0.507 19 44 39 37 8.000 271.884 0.147 2.328 0.236 0.887 0.740 0.640 0.599 0.453 20 45 37 11 8.000 259.758 0.172 2.665 0.240 1.006 0.834 0.640 0.680 0.508 21 6 5 7 8.000 242.816 0.015 1.591 0.065 1.344 1.329 0.640 0.908 0.893 22 8 7 9 8.000 227.297 0.020 1.659 0.075 1.286 1.266 0.640 0.869 0.850 Date: Sunday, August 23, 2020, Time: 18:57:21, Page 1 Page 645 of 1383 Area 74 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 10 0.500
3 12 0.500
4 14 0.500
5 16 0.500
6 19 0.500
7 21 0.500 0.000 0.000 0.000
8 23 0.500
9 25 0.500
10 28 0.500
11 30 0.500
12 32 0.500
13 34 0.500
14 36 0.500
15 38 0.500 0.000 0.000 0.000
16 4 0.500
17 41 0.500 0.000 0.000 0.000
18 43 0.500 0.000 0.000 0.000
19 44 0.500 0.000 0.000 0.000
20 45 0.500 0.000 0.000 0.000
21 6 0.500
22 8 0.500
Date: Sunday, August 23, 2020, Time: 18:57:21, Page 2 Page 646 of 1383 Area 74 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
23 21
43 41
38 44
45 12 14
24 22
20 42
40 39
37 11 13 15
556.0
559.5
563.0
566.5
570.0
573.5
577.0
580.5
584.0
587.5
591.0

0.0 167.6 335.2 502.8 670.4 838.0 1005.6 1173.2 1340.8 1508.4 1676.0

Page 647 of 1383 ends

Unincorporated
San
Dimas
San Dimas
Unincorporated
Unincorporated Unincorporated
Unincorporated
E Cypress St
Southern Pacific RR
Lyman
Ave
E Wingate St
N Lyman Ave
Old E Badillo St
E Badillo St
E Covina Blvd
N Grand Ave
N G el ndora Ave
N Bender Ave
E San Bernardino Rd
E Adams Park Dr
E Ruddock St
N Henton
Ave
E Edna Pl
S De Lay Ave
E Ruddock St
N Banna Ave
E Hurst St
G el ndora
Ave
N Jenifer Ave
Grand Ave
N Reeder Ave
E Renshaw St
N Bonn ei Cove Ave
N Westridge Ave
E Wanamaker Dr
N Garsden Ave
Retford St
Manchester Rd
Virg ni ai Ave
StephoraAve
E Colver Pl
Greer Ave
E Benwood St
E Brookport St
E Bellbrook St
Garsden Ave
Farland St
N Shadyglen Dr
S Grand Ave
Covina Blvd
Monte Vis at Ave
S Ashton Dr
Adams Park Dr
KingsbridgeCt
Cummings Rd
S G el ndora Ave
E Lomira Dr
Kinsella Ave
S Starg el n Dr
N Henton Ave
E Farland St
Paseo Valle Vist
N Retford Knoll
N Dodsworth Ave
N Ivescrest Ave
E Edna Pl
E Wanamaker Dr
Kinsella Ave
E Haller St
E Edgecomb St
N R mi hurst Ave
N Darfield Ave
E Palm Dr
N Jennifer Ave
N Wilson Ave
Scarborough Ln
Henton Ave
E Chester Rd
Liverpool Ct
Char et r Dr E Benbow St
E Italia St
E HallerSt
N S et phora Ave
E Brookport St
N Starglen Dr
E Benbow St
Linda Ter
E Palm Dr
Sachs Pl
Wanamaker Dr
E Retford St
N G el ndora Ave
Kemp Pl
E Bickley Dr
N Glenvina Ave
N Brightview Dr
N Brightview Dr
E Wingate St
N Forestdale Ave
N Mangrove Ave
R mi hurst Ave
Hen ot n Ave
N Vecino Dr
N Reeder Ave
E Badillo St
E Palm Dr
E Adams Park Dr
N Dama ot Dr
N De Lay Ave
Greenpark Ave
N Nearglen Ave
N Linda Ter
E Edgecomb St
E Adams Park Dr
N Char et r Dr
N Kidder Ave
N De Lay Ave
N Langham Ave
N Stephora Ave
E Edgecomb St
N Danehurst Ave
N Ca ml grove Ave
N Darfield Ave
E Benbow St
Marilyn Wy N Lyman Ave
N Dodsworth Av
N
e
Bender Ave
N Calmgrove Ave
N Westridge Ave
E Wanamaker Dr
S at rcrest Dr
382
215
64 380
124
41 321
225
378
355
186
83 305
69 204
319
325
37 55
239
133
209
313
295
156
139
52 160
105
219
8 223
177
333
264
62 287
237
22 361
103
221
240
359
12 307
73 384
376
327
18 24
159
149
14 4
163
329
351
249
10 20
386
16 267
1 275
101
192
363
145
269
167
184
155
372
247
171
153
297
324
291
260
217
71 151
60 311
141
281
58 293
301
250
164
168
143
95 92
182
299
231
235
353
229
227
35 283
309
147
342
85 109
277
315
97 273
303
43 29
337
191
39 335
99 339
188
233
130
245
107
112
137
202 200 197
331
115
357
75 79
279
6 111
265
271
262
189
242
345
194
175
257
285
50 172
45 91 89
33 57
212
179
129
81 119
252
123
27 289
120
127
77 387
366
347
31 49
116
343
47 349
374
67 369
87 370
2 3 5 7
9 11
15 13 17 19
21 23
26 28
30 32
34 36
38 40
42 44
46 48
51 53
54 56
59 61
63 65 66
68 70 72
74 76 78
80 82 90 88 86 84
98 96 94 93
100
106 104 102
110 108
113
114
117
118
121
122
125
126
128
131
132
134
136
138
140
142 144
146
148
150
152
154 157
158
161 162 165
166
169
170
173
174
176
178
180
181
183
185 187
190
193
195
196
198
199
201
203 207 205
210
211
213
214
216
218
220
222
224 226
228
230
232
234
236
238
241
246 244 243
248 251 253
255
256
258
259
261
263
266
268
270
272
274
276
278
280
282
284
286
288 290
292
294
296
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308 310
312
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328
330
332 334
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340 338
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348 346
350 352
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368
371
373
377 375
379 381
383

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 75
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 648 of 1383 ends

0.156

0.076

0.038
0 0. 53
0 5. 08

0.035

0.027

0.077

1.000

0.272

0.125

0.227

0.114

0.064

0.177

0.091
0 5. 62

0.152

0.105
0 1. 35

0.054

0.163

0.092

0.054

0.428

0.059
0 1. 36

0.120

0.084

0.050

0.396

0.106

0.036

0.561
0 0. 35

0.053

0.604

0.042

0.048

0.070

0.095

0.222

0.112

0.082

0.042

0.052

0.255

0.182
0 6. 75

0.072

0.345

0.057

0.107

0.071

0.041

0.080
0 0. 84

0.116

0.028

0.063

0.180

0.023

0.257

0.111

0.170

0.442

0.094

0.040

0.063

0.265
0 0. 57

0.098

0.587

0.071

0.059
0 0. 57

0.348
0 1. 88

0.056

0.033

0.128
0 0. 95

0.124
0 4. 80

0.123

0.157

0.108

0.124

0.237

0.309

0.065

0.040
0 0. 39

0.204

0.113 0.099

0.083

0.152

0.082

0.060
0 1. 05

0.104

0.298

0.135

0.111

0.258
0 0. 61

0.087

0.593 0.558

0.162

0.045

0.124

0.195
0 2. 99

0.104

0.098
0 0. 44

0.276
0 5. 12
0 0. 61

0.435
0 0. 65

0.242

0.065

0.075

0.506

0.034

0.162

0.215 0.139 0.098

0.090
0 0. 69

0.056

0.081

0.083

0.154

0.073

0.220

0.074

0.426

0.247

0.053

0.073
0 0. 39
0 0. 69
0 0. 29

0.058

0.064

0.044

0.167

0.514 0.559
0 0. 60

0.164

0.065

0.040

0.069

0.143
0 0. 66

0.052
0 0. 81

0.321

0.039
0 0. 34
0 0. 38

0.065
0 0. 81
0 0. 61

0.061
0 0. 94

0.760
0 0. 36

0.094
0 7. 84

0.161
0 0. 70

0.108

0.101

0.573
0 0. 54

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 75
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 649 of 1383 ends

Area 75 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 248.823 0.034 1.620 0.111 0.976 0.942 0.640 0.660 0.625 2 10 9 11 8.000 206.363 0.042 1.857 0.116 1.090 1.048 0.640 0.736 0.695 3 101 100 102 8.000 255.206 0.604 4.057 0.442 1.107 0.503 0.640 0.748 0.144 4 103 102 104 8.000 168.428 0.604 2.742 0.604 0.659 0.055 0.640 0.445 -0.159 5 105 104 106 8.000 156.031 0.672 4.712 0.428 1.305 0.634 0.640 0.882 0.211 6 107 106 108 8.000 295.632 0.754 4.256 0.506 1.093 0.339 0.640 0.739 -0.015 7 109 108 110 8.000 282.654 0.840 4.195 0.558 1.036 0.196 0.640 0.701 -0.140 8 111 110 82 8.000 272.346 0.853 2.443 1.000 0.597 -0.255 0.640 0.404 -0.449 9 112 113 114 8.000 283.029 0.007 1.914 0.034 2.460 2.453 0.640 1.663 1.656 10 115 114 110 8.000 287.993 0.013 1.212 0.069 0.992 0.980 0.640 0.671 0.658 11 116 117 118 8.000 306.758 0.008 1.927 0.036 2.390 2.383 0.640 1.616 1.608 12 119 118 108 8.000 345.768 0.015 1.479 0.066 1.240 1.226 0.640 0.838 0.824 13 12 11 13 8.000 181.216 0.044 2.601 0.095 1.732 1.689 0.640 1.171 1.127 14 120 121 122 8.000 294.916 0.007 1.970 0.034 2.543 2.536 0.640 1.719 1.712 15 123 122 106 8.000 350.138 0.014 1.075 0.081 0.788 0.774 0.640 0.533 0.519 16 124 125 126 8.000 109.229 0.004 0.595 0.053 0.575 0.571 0.640 0.389 0.385 17 127 126 128 8.000 300.798 0.008 1.824 0.038 2.186 2.178 0.640 1.477 1.469 18 129 128 104 8.000 354.098 0.012 1.114 0.069 0.911 0.900 0.640 0.616 0.604 19 130 131 132 8.000 277.262 0.038 1.128 0.152 0.559 0.522 0.640 0.378 0.340 20 133 132 134 8.000 143.525 0.038 1.128 0.152 0.560 0.522 0.640 0.378 0.341 21 135 134 136 8.000 57.658 0.038 1.083 0.156 0.528 0.490 0.640 0.357 0.319 22 137 136 138 8.000 271.967 0.043 1.178 0.162 0.562 0.519 0.640 0.380 0.337 23 139 138 140 8.000 152.364 0.045 1.222 0.163 0.581 0.536 0.640 0.393 0.347 24 14 15 13 8.000 203.503 0.005 0.622 0.057 0.576 0.571 0.640 0.389 0.384 25 141 142 140 8.000 287.035 0.117 3.328 0.157 1.615 1.498 0.640 1.092 0.975 26 143 144 142 8.000 285.003 0.109 2.138 0.204 0.887 0.777 0.640 0.599 0.490 27 145 146 144 8.000 173.653 0.006 0.655 0.063 0.569 0.563 0.640 0.385 0.379 28 147 148 142 8.000 215.723 0.006 0.724 0.061 0.640 0.634 0.640 0.433 0.426 29 149 150 140 8.000 207.602 0.354 3.318 0.345 1.024 0.670 0.640 0.692 0.338 30 151 140 152 8.000 260.520 0.518 3.133 0.480 0.824 0.305 0.640 0.557 0.038 31 153 152 154 8.000 253.294 0.529 4.890 0.348 1.502 0.973 0.640 1.015 0.486 32 155 154 98 8.000 248.166 0.540 2.537 0.587 0.615 0.075 0.640 0.416 -0.124 33 156 157 158 8.000 137.794 0.005 0.670 0.054 0.639 0.634 0.640 0.432 0.427 34 159 158 154 8.000 201.851 0.008 0.746 0.072 0.592 0.583 0.640 0.400 0.392 35 16 13 17 8.000 220.993 0.054 1.278 0.180 0.572 0.518 0.640 0.387 0.332 36 160 161 162 8.000 134.844 0.005 0.668 0.054 0.636 0.632 0.640 0.430 0.425 37 163 162 152 8.000 208.426 0.008 0.754 0.071 0.602 0.594 0.640 0.407 0.398 38 164 165 166 8.000 243.530 0.007 1.462 0.040 1.700 1.693 0.640 1.149 1.142 39 167 166 96 8.000 243.483 0.012 1.444 0.057 1.330 1.318 0.640 0.899 0.887 40 168 169 170 8.000 265.290 0.007 1.473 0.039 1.748 1.741 0.640 1.181 1.175 41 171 170 94 8.000 226.929 0.011 1.442 0.057 1.336 1.324 0.640 0.903 0.891 42 172 173 174 8.000 305.151 0.007 1.296 0.044 1.422 1.415 0.640 0.961 0.954 43 175 174 176 8.000 330.245 0.014 1.288 0.069 1.049 1.035 0.640 0.709 0.695 44 177 176 178 8.000 159.581 0.016 1.140 0.084 0.821 0.805 0.640 0.555 0.539 Date: Thursday, July 09, 2020, Time: 14:04:37, Page 1 Page 650 of 1383 Area 75 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
45 179 180 181 8.000 328.138 0.007 1.480 0.040 1.731 1.724 0.640 1.170 1.163 46 18 17 19 8.000 206.128 0.058 1.320 0.182 0.586 0.528 0.640 0.396 0.338 47 182 181 183 8.000 285.394 0.013 0.972 0.083 0.704 0.690 0.640 0.476 0.462 48 184 183 185 8.000 226.924 0.017 0.964 0.098 0.630 0.613 0.640 0.426 0.409 49 186 187 178 8.000 114.798 0.166 2.771 0.228 1.078 0.912 0.640 0.728 0.563 50 188 178 185 8.000 289.937 0.187 2.865 0.242 1.075 0.888 0.640 0.727 0.539 51 189 185 190 8.000 290.015 0.209 3.107 0.247 1.152 0.943 0.640 0.779 0.570 52 191 190 28 8.000 300.107 0.232 2.958 0.276 1.031 0.799 0.640 0.697 0.465 53 192 193 190 8.000 229.043 0.018 1.087 0.094 0.725 0.707 0.640 0.490 0.472 54 194 195 196 8.000 313.232 0.007 1.493 0.039 1.754 1.747 0.640 1.186 1.179 55 197 198 199 8.000 353.485 0.036 2.068 0.098 1.352 1.315 0.640 0.914 0.877 56 20 21 19 8.000 220.961 0.004 1.546 0.028 2.296 2.292 0.640 1.552 1.548 57 200 199 201 8.000 306.214 0.072 2.471 0.139 1.296 1.223 0.640 0.876 0.803 58 202 201 203 8.000 236.963 0.108 1.972 0.215 0.794 0.686 0.640 0.537 0.428 59 204 203 205 8.000 121.619 0.121 2.032 0.227 0.792 0.671 0.640 0.535 0.414 60 206 205 207 8.000 188.735 0.142 2.025 0.255 0.738 0.596 0.640 0.499 0.357 61 208 207 187 8.000 36.054 0.142 1.617 0.300 0.538 0.396 0.640 0.364 0.222 62 209 211 210 8.000 126.361 0.023 1.189 0.105 0.744 0.721 0.640 0.503 0.480 63 212 213 214 8.000 315.152 0.007 0.763 0.065 0.645 0.637 0.640 0.436 0.428 64 215 214 216 8.000 81.492 0.010 0.817 0.076 0.628 0.618 0.640 0.424 0.415 65 217 216 218 8.000 280.550 0.015 0.879 0.095 0.586 0.571 0.640 0.396 0.381 66 219 220 218 8.000 147.360 0.004 0.499 0.059 0.449 0.445 0.640 0.304 0.299 67 22 23 21 8.000 187.042 0.003 0.731 0.035 0.927 0.924 0.640 0.626 0.624 68 221 222 220 8.000 219.896 0.002 0.460 0.042 0.520 0.518 0.640 0.351 0.349 69 223 218 224 8.000 138.565 0.021 0.888 0.120 0.511 0.490 0.640 0.345 0.324 70 225 226 224 8.000 133.163 0.326 3.415 0.318 1.101 0.776 0.640 0.744 0.419 71 227 228 226 8.000 262.570 0.320 3.660 0.298 1.222 0.902 0.640 0.826 0.506 72 229 230 228 8.000 265.604 0.021 1.073 0.104 0.674 0.653 0.640 0.455 0.435 73 231 232 230 8.000 268.175 0.012 0.862 0.082 0.629 0.617 0.640 0.425 0.413 74 233 234 232 8.000 340.954 0.007 0.709 0.065 0.600 0.594 0.640 0.406 0.399 75 235 236 230 8.000 268.121 0.006 0.736 0.060 0.657 0.651 0.640 0.444 0.438 76 237 238 150 8.000 122.819 0.350 1.736 0.561 0.428 0.078 0.640 0.289 -0.061 77 239 224 238 8.000 160.915 0.347 1.720 0.562 0.424 0.077 0.640 0.287 -0.060 78 24 26 25 8.000 193.459 1.317 5.257 0.675 1.223 -0.094 0.640 0.826 -0.491 79 240 241 226 8.000 164.129 0.004 0.707 0.048 0.727 0.723 0.640 0.491 0.487 80 242 243 244 8.000 228.874 0.007 0.919 0.053 0.889 0.882 0.640 0.601 0.594 81 245 244 246 8.000 337.860 0.013 1.047 0.075 0.807 0.795 0.640 0.546 0.533 82 247 246 248 8.000 261.305 0.016 1.935 0.059 1.749 1.733 0.640 1.182 1.166 83 249 248 93 8.000 189.469 0.031 2.182 0.084 1.564 1.533 0.640 1.057 1.026 84 250 251 248 8.000 295.300 0.013 1.323 0.065 1.120 1.107 0.640 0.757 0.744 85 252 253 251 8.000 303.195 0.008 1.182 0.052 1.157 1.148 0.640 0.782 0.774 86 254 255 256 8.000 265.625 0.003 1.370 0.023 2.284 2.281 0.640 1.544 1.541 87 257 258 259 8.000 323.635 0.002 0.531 0.029 0.765 0.764 0.640 0.517 0.516 88 260 261 259 8.000 269.590 0.069 2.636 0.128 1.452 1.384 0.640 0.982 0.913 Date: Thursday, July 09, 2020, Time: 14:04:37, Page 2 Page 651 of 1383 Area 75 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
89 262 263 228 8.000 309.116 0.296 2.086 0.426 0.579 0.283 0.640 0.391 0.095 90 264 259 263 8.000 197.476 0.290 2.251 0.396 0.647 0.358 0.640 0.438 0.148 91 265 266 259 8.000 220.931 0.218 3.816 0.220 1.513 1.296 0.640 1.023 0.805 92 267 268 266 8.000 214.638 0.207 2.918 0.257 1.058 0.850 0.640 0.715 0.508 93 269 270 268 8.000 236.993 0.197 2.671 0.265 0.953 0.756 0.640 0.644 0.447 94 27 28 26 8.000 312.439 0.253 2.614 0.321 0.838 0.585 0.640 0.566 0.313 95 271 272 270 8.000 263.386 0.019 1.593 0.074 1.240 1.221 0.640 0.838 0.819 96 273 274 256 8.000 254.492 0.095 1.973 0.195 0.841 0.746 0.640 0.568 0.474 97 275 276 274 8.000 251.272 0.086 2.188 0.170 1.013 0.927 0.640 0.685 0.599 98 277 278 276 8.000 221.303 0.076 2.069 0.162 0.984 0.908 0.640 0.665 0.589 99 279 280 278 8.000 275.593 0.071 2.081 0.154 1.021 0.950 0.640 0.690 0.619 100 281 282 280 8.000 319.263 0.036 1.772 0.108 1.090 1.054 0.640 0.737 0.701 101 283 284 280 8.000 277.224 0.035 1.651 0.111 0.993 0.957 0.640 0.671 0.636 102 285 286 284 8.000 305.387 0.011 1.318 0.058 1.197 1.186 0.640 0.809 0.798 103 287 288 286 8.000 131.181 0.004 0.904 0.036 1.134 1.130 0.640 0.766 0.763 104 289 290 276 8.000 367.077 0.008 1.735 0.039 2.056 2.048 0.640 1.389 1.382 105 29 30 28 8.000 265.577 0.016 0.883 0.098 0.574 0.559 0.640 0.388 0.372 106 291 292 274 8.000 267.647 0.006 1.547 0.033 2.024 2.018 0.640 1.368 1.363 107 293 294 144 8.000 270.418 0.101 1.602 0.237 0.609 0.508 0.640 0.412 0.311 108 295 296 294 8.000 77.432 0.099 1.996 0.199 0.840 0.741 0.640 0.568 0.469 109 297 298 261 8.000 300.715 0.059 1.298 0.188 0.566 0.507 0.640 0.383 0.324 110 299 300 298 8.000 231.648 0.048 1.426 0.152 0.707 0.659 0.640 0.478 0.430 111 301 302 270 8.000 295.398 0.172 1.878 0.309 0.615 0.442 0.640 0.416 0.243 112 303 304 302 8.000 235.414 0.162 1.854 0.299 0.618 0.456 0.640 0.418 0.256 113 305 306 304 8.000 118.615 0.130 1.689 0.272 0.593 0.464 0.640 0.401 0.271 114 307 308 306 8.000 209.420 0.122 2.106 0.222 0.831 0.709 0.640 0.562 0.440 115 309 310 308 8.000 324.084 0.114 1.597 0.258 0.578 0.465 0.640 0.391 0.277 116 31 32 30 8.000 347.045 0.014 0.824 0.094 0.553 0.539 0.640 0.374 0.360 117 311 312 310 8.000 263.437 0.030 1.222 0.123 0.690 0.660 0.640 0.466 0.436 118 313 314 312 8.000 205.769 0.029 1.028 0.135 0.548 0.519 0.640 0.371 0.342 119 315 316 314 8.000 236.610 0.007 1.253 0.045 1.354 1.347 0.640 0.915 0.908 120 317 318 314 8.000 145.824 0.021 0.960 0.115 0.565 0.544 0.640 0.382 0.361 121 319 320 318 8.000 159.465 0.021 0.968 0.114 0.572 0.551 0.640 0.387 0.365 122 321 322 323 8.000 65.129 0.003 0.833 0.035 1.048 1.044 0.640 0.708 0.705 123 324 323 272 8.000 338.344 0.008 1.093 0.056 1.019 1.010 0.640 0.688 0.680 124 325 326 272 8.000 156.318 0.007 0.718 0.064 0.617 0.610 0.640 0.417 0.410 125 327 328 326 8.000 199.072 0.004 0.612 0.052 0.603 0.598 0.640 0.407 0.403 126 329 330 282 8.000 217.860 0.005 0.950 0.041 1.086 1.082 0.640 0.734 0.730 127 33 34 32 8.000 320.886 0.007 0.796 0.060 0.709 0.702 0.640 0.479 0.473 128 331 332 282 8.000 288.512 0.026 1.691 0.090 1.167 1.141 0.640 0.789 0.763 129 333 334 332 8.000 130.068 0.010 1.460 0.050 1.462 1.452 0.640 0.988 0.978 130 335 336 334 8.000 275.657 0.006 0.722 0.061 0.639 0.632 0.640 0.432 0.425 131 337 338 336 8.000 218.497 0.004 0.647 0.044 0.704 0.701 0.640 0.476 0.473 132 339 340 341 8.000 225.120 0.008 0.817 0.065 0.694 0.686 0.640 0.469 0.461 Date: Thursday, July 09, 2020, Time: 14:04:38, Page 3 Page 652 of 1383 Area 75 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
133 342 341 332 8.000 263.588 0.013 0.897 0.087 0.629 0.616 0.640 0.425 0.412 134 343 344 284 8.000 410.422 0.024 1.436 0.094 0.960 0.936 0.640 0.649 0.625 135 345 346 344 8.000 303.650 0.013 1.115 0.073 0.876 0.863 0.640 0.592 0.579 136 347 348 346 8.000 337.869 0.007 0.828 0.061 0.735 0.727 0.640 0.497 0.489 137 349 350 310 8.000 352.430 0.059 1.612 0.161 0.770 0.711 0.640 0.520 0.461 138 35 19 36 8.000 303.907 0.064 2.277 0.135 1.217 1.153 0.640 0.822 0.758 139 351 352 350 8.000 178.158 0.027 2.032 0.080 1.503 1.476 0.640 1.016 0.989 140 353 354 352 8.000 268.931 0.018 0.923 0.105 0.576 0.558 0.640 0.389 0.371 141 355 356 354 8.000 107.371 0.011 0.926 0.077 0.703 0.691 0.640 0.475 0.463 142 357 358 352 8.000 267.634 0.009 1.118 0.056 1.039 1.031 0.640 0.703 0.694 143 359 360 358 8.000 196.652 0.009 0.810 0.070 0.655 0.646 0.640 0.443 0.434 144 361 362 360 8.000 210.187 0.005 0.667 0.053 0.645 0.641 0.640 0.436 0.432 145 363 365 364 8.000 224.484 0.006 1.239 0.040 1.447 1.441 0.640 0.978 0.972 146 366 367 368 8.000 357.219 0.009 1.021 0.061 0.900 0.891 0.640 0.608 0.599 147 369 368 320 8.000 292.900 0.018 0.963 0.101 0.615 0.597 0.640 0.416 0.398 148 37 36 38 8.000 100.073 0.064 1.535 0.177 0.694 0.630 0.640 0.469 0.405 149 370 371 211 8.000 415.539 0.009 1.188 0.054 1.139 1.130 0.640 0.770 0.761 150 372 373 211 8.000 206.022 0.014 1.256 0.071 1.011 0.997 0.640 0.683 0.670 151 374 375 373 8.000 376.231 0.008 0.786 0.070 0.639 0.630 0.640 0.432 0.423 152 376 377 375 8.000 168.010 0.004 0.852 0.042 0.958 0.954 0.640 0.648 0.643 153 378 379 125 8.000 128.249 0.002 0.967 0.027 1.470 1.468 0.640 0.994 0.991 154 380 381 125 8.000 106.530 0.002 0.434 0.037 0.535 0.534 0.640 0.362 0.360 155 382 210 383 8.000 35.297 0.023 1.662 0.084 1.197 1.174 0.640 0.809 0.786 156 384 383 187 8.000 225.937 0.023 1.716 0.082 1.254 1.230 0.640 0.847 0.824 157 385 256 296 8.000 26.492 0.097 2.296 0.179 1.030 0.933 0.640 0.696 0.599 158 386 364 356 8.000 244.185 0.010 1.034 0.063 0.894 0.885 0.640 0.604 0.595 159 387 196 193 8.000 345.752 0.015 1.103 0.081 0.809 0.795 0.640 0.547 0.532 160 39 40 38 8.000 277.155 0.992 5.515 0.512 1.410 0.418 0.640 0.953 -0.039 161 4 5 3 8.000 184.820 0.033 1.640 0.107 1.011 0.978 0.640 0.683 0.650 162 41 42 40 8.000 114.087 0.989 5.552 0.508 1.424 0.435 0.640 0.963 -0.027 163 43 44 42 8.000 272.577 0.070 3.635 0.104 2.288 2.219 0.640 1.547 1.477 164 45 46 44 8.000 302.643 0.070 1.806 0.167 0.843 0.774 0.640 0.570 0.501 165 47 48 26 8.000 338.141 1.064 3.622 0.784 0.821 -0.243 0.640 0.555 -0.509 166 49 38 48 8.000 353.113 1.059 3.722 0.760 0.847 -0.212 0.640 0.572 -0.487 167 50 51 7 8.000 319.041 0.011 1.145 0.064 0.983 0.973 0.640 0.665 0.654 168 52 53 54 8.000 132.755 0.045 2.806 0.092 1.909 1.864 0.640 1.290 1.245 169 55 54 56 8.000 142.927 0.045 2.857 0.091 1.958 1.913 0.640 1.323 1.278 170 57 56 46 8.000 337.799 0.063 1.685 0.164 0.798 0.736 0.640 0.540 0.477 171 58 59 53 8.000 288.106 0.045 1.794 0.124 1.006 0.961 0.640 0.680 0.635 172 6 7 5 8.000 284.614 0.021 1.880 0.073 1.485 1.463 0.640 1.004 0.982 173 60 61 59 8.000 264.528 0.033 1.691 0.106 1.051 1.018 0.640 0.711 0.677 174 62 63 61 8.000 168.005 0.029 1.455 0.106 0.904 0.875 0.640 0.611 0.582 175 64 65 66 8.000 57.832 0.003 0.620 0.038 0.745 0.743 0.640 0.504 0.501 176 67 68 66 8.000 374.405 0.046 2.243 0.108 1.374 1.328 0.640 0.929 0.883 Date: Thursday, July 09, 2020, Time: 14:04:38, Page 4 Page 653 of 1383 Area 75 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
177 69 70 68 8.000 104.096 0.040 1.614 0.125 0.904 0.864 0.640 0.611 0.571 178 71 72 70 8.000 276.507 0.038 1.533 0.124 0.862 0.824 0.640 0.583 0.545 179 73 74 72 8.000 150.976 0.036 1.700 0.112 1.021 0.985 0.640 0.690 0.654 180 75 76 56 8.000 289.783 0.013 0.945 0.081 0.694 0.682 0.640 0.469 0.457 181 77 78 76 8.000 362.266 0.007 0.712 0.065 0.601 0.594 0.640 0.406 0.399 182 79 66 80 8.000 292.804 0.048 3.528 0.083 2.564 2.515 0.640 1.733 1.685 183 8 2 9 8.000 165.398 0.036 1.278 0.136 0.679 0.643 0.640 0.459 0.423 184 81 80 82 8.000 319.271 0.054 1.776 0.143 0.914 0.860 0.640 0.618 0.563 185 83 82 84 8.000 128.875 0.907 2.599 1.000 0.558 -0.349 0.640 0.377 -0.530 186 85 84 86 8.000 327.796 0.909 4.221 0.593 1.021 0.111 0.640 0.690 -0.220 187 87 86 88 8.000 376.773 0.913 4.417 0.573 1.081 0.167 0.640 0.731 -0.183 188 89 88 90 8.000 336.666 0.916 4.563 0.559 1.127 0.211 0.640 0.762 -0.155 189 91 90 42 8.000 306.925 0.920 5.092 0.514 1.300 0.381 0.640 0.879 -0.041 190 92 93 94 8.000 269.222 0.031 1.728 0.099 1.119 1.089 0.640 0.757 0.726 191 95 94 96 8.000 301.659 0.042 1.958 0.113 1.170 1.128 0.640 0.791 0.749 192 97 96 98 8.000 289.431 0.054 2.159 0.124 1.214 1.160 0.640 0.821 0.767 193 99 98 100 8.000 259.530 0.600 4.114 0.435 1.131 0.531 0.640 0.764 0.164 Date: Thursday, July 09, 2020, Time: 14:04:38, Page 5 Page 654 of 1383 Area 75 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 10 0.500
3 101 0.500 0.000 0.000 0.000
4 103 0.500 0.000 0.000 0.000
5 105 0.500 0.000 0.000 0.000
6 107 0.500 0.000 0.000 0.000
7 109 0.500 0.000 0.000 0.000
8 111 0.500 12.000 2.780 0.414
9 112 0.500
10 115 0.500
11 116 0.500
12 119 0.500
13 12 0.500 0.000 0.000 0.000
14 120 0.500
15 123 0.500
16 124 0.500
17 127 0.500
18 129 0.500
19 130 0.500
20 133 0.500
21 135 0.500
22 137 0.500
23 139 0.500
24 14 0.500
25 141 0.500 0.000 0.000 0.000
26 143 0.500 0.000 0.000 0.000
27 145 0.500
28 147 0.500
29 149 0.500 0.000 0.000 0.000
30 151 0.500 0.000 0.000 0.000
31 153 0.500 0.000 0.000 0.000
32 155 0.500 0.000 0.000 0.000
33 156 0.500
34 159 0.500
35 16 0.500
36 160 0.500
37 163 0.500
38 164 0.500
39 167 0.500
40 168 0.500
41 171 0.500
42 172 0.500
43 175 0.500
44 177 0.500
Date: Thursday, July 09, 2020, Time: 14:04:38, Page 6 Page 655 of 1383 Area 75 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
45 179 0.500
46 18 0.500
47 182 0.500
48 184 0.500
49 186 0.500 0.000 0.000 0.000
50 188 0.500 0.000 0.000 0.000
51 189 0.500 0.000 0.000 0.000
52 191 0.500 0.000 0.000 0.000
53 192 0.500
54 194 0.500
55 197 0.500 0.000 0.000 0.000
56 20 0.500
57 200 0.500 0.000 0.000 0.000
58 202 0.500
59 204 0.500 0.000 0.000 0.000
60 206 0.500 0.000 0.000 0.000
61 208 0.500
62 209 0.500
63 212 0.500
64 215 0.500
65 217 0.500
66 219 0.500
67 22 0.500
68 221 0.500
69 223 0.500
70 225 0.500 0.000 0.000 0.000
71 227 0.500 0.000 0.000 0.000
72 229 0.500
73 231 0.500
74 233 0.500
75 235 0.500
76 237 0.500
77 239 0.500
78 24 0.500 10.000 5.317 0.464
79 240 0.500
80 242 0.500
81 245 0.500
82 247 0.500
83 249 0.500 0.000 0.000 0.000
84 250 0.500
85 252 0.500
86 254 0.500
87 257 0.500
88 260 0.500 0.000 0.000 0.000
Date: Thursday, July 09, 2020, Time: 14:04:38, Page 7 Page 656 of 1383 Area 75 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
89 262 0.500 0.000 0.000 0.000
90 264 0.500 0.000 0.000 0.000
91 265 0.500 0.000 0.000 0.000
92 267 0.500 0.000 0.000 0.000
93 269 0.500 0.000 0.000 0.000
94 27 0.500 0.000 0.000 0.000
95 271 0.500
96 273 0.500
97 275 0.500 0.000 0.000 0.000
98 277 0.500 0.000 0.000 0.000
99 279 0.500 0.000 0.000 0.000
100 281 0.500
101 283 0.500
102 285 0.500
103 287 0.500
104 289 0.500
105 29 0.500
106 291 0.500
107 293 0.500
108 295 0.500
109 297 0.500
110 299 0.500
111 301 0.500
112 303 0.500
113 305 0.500
114 307 0.500 0.000 0.000 0.000
115 309 0.500
116 31 0.500
117 311 0.500
118 313 0.500
119 315 0.500
120 317 0.500
121 319 0.500
122 321 0.500
123 324 0.500
124 325 0.500
125 327 0.500
126 329 0.500
127 33 0.500
128 331 0.500
129 333 0.500
130 335 0.500
131 337 0.500
132 339 0.500
Date: Thursday, July 09, 2020, Time: 14:04:39, Page 8 Page 657 of 1383 Area 75 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
133 342 0.500
134 343 0.500
135 345 0.500
136 347 0.500
137 349 0.500
138 35 0.500 0.000 0.000 0.000
139 351 0.500 0.000 0.000 0.000
140 353 0.500
141 355 0.500
142 357 0.500
143 359 0.500
144 361 0.500
145 363 0.500
146 366 0.500
147 369 0.500
148 37 0.500
149 370 0.500
150 372 0.500
151 374 0.500
152 376 0.500
153 378 0.500
154 380 0.500
155 382 0.500
156 384 0.500
157 385 0.500 0.000 0.000 0.000
158 386 0.500
159 387 0.500
160 39 0.500 0.000 0.000 0.000
161 4 0.500
162 41 0.500 0.000 0.000 0.000
163 43 0.500 0.000 0.000 0.000
164 45 0.500
165 47 0.500 12.000 3.724 0.392
166 49 0.500 12.000 3.801 0.385
167 50 0.500
168 52 0.500 0.000 0.000 0.000
169 55 0.500 0.000 0.000 0.000
170 57 0.500
171 58 0.500
172 6 0.500
173 60 0.500
174 62 0.500
175 64 0.500
176 67 0.500 0.000 0.000 0.000
Date: Thursday, July 09, 2020, Time: 14:04:39, Page 9 Page 658 of 1383 Area 75 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
177 69 0.500
178 71 0.500
179 73 0.500
180 75 0.500
181 77 0.500
182 79 0.500 0.000 0.000 0.000
183 8 0.500
184 81 0.500
185 83 0.500 12.000 2.689 0.445
186 85 0.500 0.000 0.000 0.000
187 87 0.500 0.000 0.000 0.000
188 89 0.500 0.000 0.000 0.000
189 91 0.500 0.000 0.000 0.000
190 92 0.500
191 95 0.500
192 97 0.500 0.000 0.000 0.000
193 99 0.500
Date: Thursday, July 09, 2020, Time: 14:04:39, Page 10 Page 659 of 1383 Area 75 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
151
153
155
99 101
103
105
107
109
111 83
85 87
89 91
41 39
49 47
24 140
152
154
98 100
102
104
106
108
110
82 84
86 88
90 42
40 38
48 26 25
575.0
583.9
592.8
601.7
610.6
619.5
628.4
637.3
646.2
655.1
664.0

0.0 520.4 1040.8 1561.2 2081.6 2602.0 3122.4 3642.8 4163.2 4683.6 5204.0

Page 660 of 1383 ends

Unincorporated
Shouse Ave
E Puente St
E Badillo St
N Banna Ave
G el ndora
Ave
Banna
Ave
N Madill Ave
Danehurst
Ave
E Ruddock St
N Mangrove Ave
Rimhurst Ave
E Wanamaker Dr
N Ivescrest Ave
N Danehurst Ave
Adams Park Dr
N Ca ml grove Ave
Kinsella Ave
Ca ml grove
Ave
S Ashton Dr
N WilsonAve
S Glendora Ave
E Dexter St
N G el ndora Ave
Old E Badillo St
E Adams Park Dr
E Palm Dr
Level St
Wi bl ur Ave
S Wilson Ave
E Algrove St
E Grovecenter St
8 4 1
24 18
26 21
6 22
17 12
14 10
9 7 5 3 2
11 15 16
19 20
23 25
27 CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 76
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 661 of 1383 ends

Unincorporated
Shouse Ave
E Puente St
E Badillo St
N Banna Ave
G el ndora
Ave
Banna
Ave
N Madill Ave
Danehurst
Ave
E Ruddock St
N Mangrove Ave
R mi hurst Ave
E Wanamaker Dr
N Ivescrest Ave
N Danehurst Ave
Adams Park Dr
N Ca ml grove Ave
Kinsella Ave
Ca ml grove
Ave
S Ashton Dr
N WilsonAve
S Glendora Ave
E Dexter St
N G el ndora Ave
Old E Badillo St
E Adams Park Dr
E Palm Dr
Level St
Wi bl ur Ave
S Wilson Ave
E Algrove St
E Grovecenter St

0.219 0.099 0.078

0.054

0.030

0.049

0.038

0.110 0.077 0.063

0.243

0.059

0.196

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 76
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 662 of 1383 ends

Area 76 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 188.918 0.024 1.935 0.078 1.460 1.435 0.640 0.987 0.962 2 10 9 11 8.000 396.413 0.097 2.004 0.196 0.852 0.755 0.640 0.576 0.479 3 12 11 13 8.000 312.455 0.097 1.476 0.243 0.553 0.456 0.640 0.374 0.277 4 14 15 16 8.000 352.131 0.011 1.286 0.059 1.164 1.153 0.640 0.787 0.776 5 17 16 7 8.000 274.516 0.014 1.465 0.063 1.264 1.250 0.640 0.854 0.841 6 18 19 20 8.000 215.638 0.003 1.088 0.030 1.518 1.515 0.640 1.026 1.023 7 21 20 2 8.000 273.044 0.005 1.232 0.038 1.481 1.476 0.640 1.001 0.996 8 22 23 2 8.000 274.822 0.018 1.430 0.077 1.088 1.070 0.640 0.735 0.718 9 24 25 23 8.000 250.752 0.012 1.637 0.054 1.560 1.548 0.640 1.055 1.043 10 26 27 25 8.000 214.458 0.009 1.453 0.049 1.478 1.468 0.640 0.999 0.990 11 4 3 5 8.000 215.090 0.029 1.635 0.099 1.060 1.031 0.640 0.717 0.687 12 6 5 7 8.000 220.170 0.034 1.624 0.110 0.981 0.947 0.640 0.663 0.629 13 8 7 9 8.000 174.481 0.097 1.707 0.219 0.679 0.582 0.640 0.459 0.362 Date: Monday, July 27, 2020, Time: 11:23:21, Page 1 Page 663 of 1383 Area 76 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 10 0.500 0.000 0.000 0.000
3 12 0.500
4 14 0.500
5 17 0.500
6 18 0.500
7 21 0.500
8 22 0.500
9 24 0.500
10 26 0.500
11 4 0.500
12 6 0.500
13 8 0.500
Date: Monday, July 27, 2020, Time: 11:23:21, Page 2 Page 664 of 1383 Area 76 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
22 1
4 6
8 10
12 23
2 3
5 7
9 11
13 615.0
617.9
620.8
623.7
626.6
629.5
632.4
635.3
638.2
641.1
644.0

0.0 178.2 356.4 534.6 712.8 891.0 1069.2 1247.4 1425.6 1603.8 1782.0

Page 665 of 1383 ends

N
Glendora Ave
E Badillo St
N Banna Ave
G el ndora
Ave
Old E Badillo St
E Ruddock St
Adams Park Dr
Kinsella Ave
E Wanamaker Dr
N
Mangrove Ave
R
mi hurst Ave
N Ivescrest Ave
S Ash ot n Dr
S S at rg el n Dr
N
Wilson Ave
E Dexter St
S Glendora Ave
E Palm Dr
E Adams Park Dr
E Edgecomb
St
Wi bl ur Ave
S Wilson Ave
E Algrove St
E Grovecenter St
17 11
19 13
15 12
14 16 18
20 CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 77
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 666 of 1383 ends

0.026

0.092

0.062

0.099

0.078

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 77
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 667 of 1383 ends

Area 77 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 11 12 10 8.000 264.767 0.021 1.321 0.092 0.897 0.875 0.640 0.606 0.585 2 13 14 12 8.000 205.759 0.018 0.981 0.099 0.634 0.616 0.640 0.429 0.411 3 15 16 14 8.000 282.251 0.013 1.027 0.078 0.777 0.764 0.640 0.525 0.512 4 17 18 16 8.000 109.415 0.002 0.814 0.026 1.271 1.269 0.640 0.859 0.857 5 19 20 16 8.000 284.602 0.007 0.820 0.062 0.717 0.709 0.640 0.484 0.477 Date: Monday, August 24, 2020, Time: 22:56:47, Page 1

Page 668 of 1383 ends

Area 77 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 11 0.500
2 13 0.500
3 15 0.500
4 17 0.500
5 19 0.500
Date: Monday, August 24, 2020, Time: 22:56:47, Page 2

Page 669 of 1383 ends

Area 77 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
17 15
13 11
18 16
14 12
10 627.0
628.8
630.6
632.4
634.2
636.0
637.8
639.6
641.4
643.2
645.0

0.0 86.2 172.4 258.6 344.8 431.0 517.2 603.4 689.6 775.8 862.0

Page 670 of 1383 ends

Old E Badillo St
N Henton
Ave
N Banna Ave
Retford St
S Ashton Dr
S Starg el n Dr
E Ruddock St
Kinsella Ave
Adams Park Dr
E Badillo St
N
Retford
Knoll
E Wanamaker Dr
N Darfield Ave
N Starglen Dr
Wi bl ur
Ave
N
Mangrove Ave
Rimhurst Ave
Henton Ave
E Palm Dr
E Adams Park Dr
E Edgecomb St
E Algrove St
E Grovecenter St
8 18
13 24
16 22 15
4 6
26 10
20 1
3 5 7
9 14 12 11
17 19 21
23 25 27

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 78
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 671 of 1383 ends

0.029

0.067

0.072

0.070

0.091 0.051 0.161

0.079 0.038

0.069

0.059

0.074

0.192

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 78
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 672 of 1383 ends

Area 78 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 407.785 0.062 1.319 0.192 0.568 0.507 0.640 0.384 0.323 2 10 11 12 8.000 245.200 0.008 1.011 0.059 0.910 0.902 0.640 0.615 0.607 3 13 12 14 8.000 289.215 0.013 1.127 0.072 0.896 0.883 0.640 0.606 0.593 4 15 14 3 8.000 259.399 0.043 1.190 0.161 0.570 0.527 0.640 0.385 0.342 5 16 17 14 8.000 243.555 0.029 1.818 0.091 1.245 1.216 0.640 0.842 0.813 6 18 19 17 8.000 278.662 0.013 1.241 0.067 1.029 1.016 0.640 0.695 0.683 7 20 21 19 8.000 249.906 0.008 0.727 0.074 0.567 0.558 0.640 0.383 0.375 8 22 23 17 8.000 225.928 0.013 1.985 0.051 1.967 1.953 0.640 1.329 1.316 9 24 25 23 8.000 303.498 0.011 1.064 0.070 0.861 0.849 0.640 0.582 0.570 10 26 27 25 8.000 282.452 0.007 0.694 0.069 0.567 0.560 0.640 0.383 0.376 11 4 5 3 8.000 291.549 0.012 0.962 0.079 0.718 0.705 0.640 0.485 0.473 12 6 7 5 8.000 321.340 0.006 1.321 0.038 1.581 1.575 0.640 1.069 1.063 13 8 9 5 8.000 206.341 0.003 0.870 0.029 1.251 1.248 0.640 0.846 0.843 Date: Sunday, August 23, 2020, Time: 18:43:21, Page 1 Page 673 of 1383 Area 78 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 10 0.500
3 13 0.500
4 15 0.500
5 16 0.500
6 18 0.500
7 20 0.500
8 22 0.500
9 24 0.500
10 26 0.500
11 4 0.500
12 6 0.500
13 8 0.500
Date: Sunday, August 23, 2020, Time: 18:43:21, Page 2 Page 674 of 1383 Area 78 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
26 24
22 16
15 1
27 25
23 17
14 3
2 635.0
638.2
641.4
644.6
647.8
651.0
654.2
657.4
660.6
663.8
667.0

0.0 172.2 344.4 516.6 688.8 861.0 1033.2 1205.4 1377.6 1549.8 1722.0

Page 675 of 1383 ends

Unincorporated
Unincorporated
Unincorporated
San Dimas
Old E Badillo St
N Henton
Ave
N
Reeder Ave
E Renshaw St
Manchester Rd
Retford St
E Adams
Park Dr
E Edgecomb
St
StephoraAve
Garsden Ave
E Wanamaker Dr
Charter Dr
E Ruddock St
E Lomira Dr
Paseo Valle Vist
N
Kidder Ave
N
Retford
Knoll
S S at rg el n Dr
E Edgecomb St
N Darfield Ave
N Starglen Dr
E Wingate
St
Wanamaker Dr
N
Garsden Ave
Kingsbridge Ct
E Badillo St
E Adams Park Dr
Henton Ave
N Stephora Ave
E Palm Dr
8 74
46 61
51 69
65 19
47 43
31 33
16 1
41 42
21 40 37
73 67
13 53
59 23 25
10 6
29 71
57 55
48 27
63 4
2 5 3
7 9
11 12
14 15
17 18
20 22
24 26
28 30
32 35
38 39
44 45
49 50
52 58 56 54 60
62 64
66 68 70
72 CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 79
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 676 of 1383 ends

Unincorporated
Unincorporated
Unincorporated
San Dimas
Old E Badillo St
N
Reeder Ave
E Renshaw St
Manchester Rd
Retford St
E Adams
Park Dr
E Edgecomb
St
StephoraAve
Garsden Ave
E Wanamaker Dr
Charter Dr
E Ruddock St
E Lomira Dr
Paseo Valle Vist
N
Kidder Ave
N
Retford
Knoll
S S at rg el n Dr
E Edgecomb St
N Darfield Ave
N Starglen Dr
E Wingate
St
Wanamaker Dr
N
Garsden Ave
Kingsbridge Ct
E Badillo St
E Adams Park Dr
Henton Ave
N Stephora Ave
E Palm Dr

0.194

0.074

0.294

0.082

0.073

0.263

0.070

0.173

0.071

0.066

0.114

0.075

0.049

0.137

0.017

0.223 0.225

0.315

0.247

0.087

0.090

0.230

0.116 0.099

0.083

0.177

0.090

0.063

0.201 0.074

0.072

0.056

0.301

0.084

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 79
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 677 of 1383 ends

Area 79 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 141.447 0.005 0.822 0.049 0.836 0.831 0.640 0.565 0.560 2 10 12 11 8.000 321.741 0.011 0.795 0.083 0.574 0.563 0.640 0.388 0.377 3 13 14 15 8.000 305.998 0.014 0.955 0.087 0.670 0.656 0.640 0.453 0.439 4 16 18 17 8.000 81.913 0.025 2.127 0.075 1.645 1.620 0.640 1.112 1.087 5 19 20 18 8.000 114.046 0.023 2.147 0.070 1.738 1.715 0.640 1.175 1.152 6 21 22 20 8.000 120.318 0.001 1.096 0.017 2.200 2.199 0.640 1.487 1.486 7 23 24 20 8.000 247.741 0.021 0.920 0.116 0.540 0.519 0.640 0.365 0.344 8 25 26 24 8.000 236.070 0.016 0.887 0.099 0.575 0.559 0.640 0.388 0.372 9 27 28 14 8.000 307.993 0.008 1.104 0.056 1.037 1.028 0.640 0.701 0.692 10 29 17 30 8.000 330.902 0.031 2.006 0.090 1.381 1.350 0.640 0.934 0.902 11 31 30 32 8.000 91.447 0.032 3.288 0.066 2.772 2.740 0.640 1.874 1.842 12 33 32 9 8.000 118.238 0.033 1.506 0.114 0.892 0.858 0.640 0.603 0.569 13 37 39 38 8.000 193.247 0.085 1.452 0.225 0.569 0.484 0.640 0.385 0.300 14 4 3 5 8.000 399.099 0.012 0.840 0.084 0.604 0.592 0.640 0.408 0.396 15 40 5 39 8.000 208.038 0.081 1.401 0.223 0.552 0.471 0.640 0.373 0.292 16 41 11 9 8.000 126.441 0.029 1.000 0.137 0.529 0.500 0.640 0.357 0.329 17 42 15 11 8.000 174.327 0.016 1.174 0.083 0.853 0.837 0.640 0.577 0.561 18 43 45 44 8.000 115.542 0.008 0.744 0.071 0.595 0.587 0.640 0.402 0.394 19 46 44 26 8.000 96.831 0.010 0.858 0.074 0.669 0.659 0.640 0.452 0.442 20 47 38 35 8.000 148.204 0.087 2.152 0.173 0.985 0.898 0.640 0.666 0.579 21 48 49 50 8.000 324.184 0.008 0.728 0.072 0.576 0.568 0.640 0.389 0.381 22 51 50 52 8.000 75.198 0.011 0.798 0.082 0.585 0.574 0.640 0.395 0.384 23 53 52 54 8.000 230.478 0.013 0.838 0.090 0.578 0.565 0.640 0.391 0.378 24 55 54 56 8.000 314.663 0.015 1.287 0.074 1.004 0.989 0.640 0.679 0.664 25 57 56 58 8.000 265.402 0.143 2.869 0.201 1.202 1.058 0.640 0.812 0.669 26 59 58 60 8.000 240.629 0.143 2.360 0.230 0.912 0.768 0.640 0.616 0.473 27 6 7 5 8.000 283.971 0.066 1.565 0.177 0.706 0.640 0.640 0.477 0.411 28 61 60 62 8.000 104.038 0.145 1.692 0.294 0.569 0.425 0.640 0.385 0.240 29 63 62 64 8.000 308.464 0.151 1.710 0.301 0.568 0.417 0.640 0.384 0.233 30 65 64 66 8.000 148.120 0.153 2.079 0.263 0.744 0.591 0.640 0.503 0.350 31 67 66 68 8.000 260.154 0.157 2.339 0.247 0.868 0.711 0.640 0.587 0.430 32 69 70 68 8.000 63.924 0.008 0.728 0.073 0.572 0.563 0.640 0.386 0.378 33 71 72 70 8.000 281.080 0.006 0.664 0.063 0.576 0.570 0.640 0.389 0.383 34 73 68 35 8.000 213.016 0.166 1.759 0.315 0.569 0.403 0.640 0.385 0.219 35 74 35 36 8.000 25.032 0.253 2.104 0.377 0.621 0.368 0.640 0.419 0.166 36 8 9 7 8.000 52.077 0.062 1.301 0.194 0.555 0.493 0.640 0.375 0.313 Date: Sunday, August 09, 2020, Time: 18:44:06, Page 1 Page 678 of 1383 Area 79 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 10 0.500
3 13 0.500
4 16 0.500 0.000 0.000 0.000
5 19 0.500 0.000 0.000 0.000
6 21 0.500
7 23 0.500
8 25 0.500
9 27 0.500
10 29 0.500 0.000 0.000 0.000
11 31 0.500 0.000 0.000 0.000
12 33 0.500
13 37 0.500
14 4 0.500
15 40 0.500
16 41 0.500
17 42 0.500
18 43 0.500
19 46 0.500
20 47 0.500 0.000 0.000 0.000
21 48 0.500
22 51 0.500
23 53 0.500
24 55 0.500
25 57 0.500 0.000 0.000 0.000
26 59 0.500 0.000 0.000 0.000
27 6 0.500
28 61 0.500
29 63 0.500
30 65 0.500 0.000 0.000 0.000
31 67 0.500 0.000 0.000 0.000
32 69 0.500
33 71 0.500
34 73 0.500
35 74 0.500 0.000 0.000 0.000
36 8 0.500
Date: Sunday, August 09, 2020, Time: 18:44:06, Page 2 Page 679 of 1383 Area 79 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
63 65
67 73
74 62
64 66
68 35 36
652.0
653.9
655.8
657.7
659.6
661.5
663.4
665.3
667.2
669.1
671.0

0.0 95.5 191.0 286.5 382.0 477.5 573.0 668.5 764.0 859.5 955.0

Page 680 of 1383 ends

Unincorporated
San Dimas
Unincorporated
Unincorporated
Lyman
Ave N Lyman Ave
E Covina Blvd
Southern Pacific RR
E Cypress St
N Asherton Ave
N Reeder Ave
N Sunflower Ave
N Garsden Ave
E Bellbrook St
Stephora
Ave
Cardiff Rd
Glenoak Ave
E Badillo St
Greer Ave
Retford St
N Burnaby
Dr
N S et phora Ave
N Greenpark Ave
N Reeder Ave
Nottingham Ln
E Brookport St
Farland St
E Benwood St
E Benbow St
Cand si h Ave Edinburgh Rd
Garsden Ave
Bellbrook St
E Edgecomb St
Asherton Ave
Sachs Pl
E Farland St
Charter Dr
E Benbow St
Barston Ave
Pembroke Rd
E Palm Dr
Sherwood Ct
Greer Ave
E Ruddock St
Gainsborough Rd
E HallerSt
Greenpark Ave
Brookport St
N Char et r Dr
N S et phora Ave
Barston Ave
N Lyman Ave
Grammont Ave
E W ni ga et St
103
133
108
154
106
8 152
48 30
84 101 96
65 58 54
135
16 99
56 33
22 63
157
52 86
69 93 39
105
46 120
150
77 1
88 116 118
24 20
79 91
80 136
74 4
125
159
26 13
155
61 28
122
114
138
18 140
112
82 6
144
142
44 146
110
10 148
129
42 60
72 131
40 156
50 36
71 67
127
2 3
5 7
9 11
12 14
15 17
19 21
23 25
27 29
34 32 31
35 37
38 41
43 45 47 49
51 53
55 57
59 62
64 66
68 70
73 76 75
78 81
83 85 87
90 89
92 94 95
97 98
100
102
104
107
109
111 113 115
117
119
121
124 123
126
128
130
132
134
137
139
141
143
145
147
149
151
153

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 80
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 681 of 1383 ends

Unincorporated
San Dimas
Unincorporated
Unincorporated
Lyman
Ave N Lyman Ave
E Covina Blvd
Southern Pacific RR
E Cypress St
N Garsden Ave
N Asherton Ave
N Reeder Ave
N Sunflower Ave
N Garsden Ave
E Bellbrook St
Stephora
Ave
Cardiff Rd
Glenoak Ave
E Badillo St
Greer Ave
Retford St
N Burnaby
Dr
N S et phora Ave
N Greenpark Ave
N Reeder Ave
Nottingham Ln
E Brookport St
Farland St
E Benwood St
E Benbow St
Cand si h Ave Edinburgh Rd
Garsden Ave
Bellbrook St
E Edgecomb St
Asherton Ave
Sachs Pl
E Farland St
Charter Dr
E Benbow St
Barston Ave
Pembroke Rd
E Palm Dr
Sherwood Ct
Greer Ave
E Ruddock St
Gainsborough Rd
E Haller St
Greenpark Ave
Brookport St
N Char et r Dr
N Stephora Ave
Barston Ave
N Lyman Ave
Grammont Ave
E W ni ga et St

0.284

0.148

0.021

0.023

0.055

0.098

0.045

0.021

0.040

0.245 0.190

0.138

0.088

0.308

0.155

0.056

0.189

0.090

0.101

0.229

0.141

0.395 0.309

0.048

0.277
0 0.055 .165

0.199

0.047

0.053

0.062

0.093

0.061

0.084

0.067

0.035

0.224

0.099

0.072

0.065

0.092

0.056

0.081

0.059

0.126

0.322

0.046

0.081

0.274

0.198

0.050

0.064

0.332

0.095

0.119

0.093

0.070

0.107

0.055

0.457

0.082

0.158

0.042

0.083

0.127

0.066

0.049

0.031

0.149

0.087

0.132

0.044

0.046

0.280

0.143

0.077

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 80
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 682 of 1383 ends

Area 80 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 253.724 0.014 0.843 0.093 0.568 0.554 0.640 0.384 0.370 2 10 12 11 8.000 347.346 0.006 1.242 0.042 1.402 1.396 0.640 0.948 0.941 3 101 100 102 8.000 91.608 0.122 1.844 0.245 0.688 0.566 0.640 0.465 0.343 4 103 102 104 8.000 33.274 0.123 1.503 0.284 0.515 0.392 0.640 0.348 0.225 5 105 104 29 8.000 224.695 0.125 2.531 0.199 1.065 0.939 0.640 0.720 0.594 6 106 107 85 8.000 31.700 0.003 1.257 0.023 2.118 2.115 0.640 1.431 1.429 7 108 109 98 8.000 36.473 0.001 0.505 0.021 0.903 0.902 0.640 0.610 0.609 8 110 111 97 8.000 357.594 0.055 1.564 0.158 0.757 0.702 0.640 0.512 0.456 9 112 113 111 8.000 340.049 0.037 1.606 0.119 0.929 0.891 0.640 0.628 0.590 10 114 115 113 8.000 297.698 0.019 1.390 0.084 1.002 0.982 0.640 0.677 0.658 11 116 117 115 8.000 255.261 0.016 1.142 0.084 0.824 0.809 0.640 0.557 0.541 12 118 119 117 8.000 262.525 0.011 1.065 0.067 0.882 0.871 0.640 0.596 0.585 13 120 121 119 8.000 208.627 0.005 0.912 0.047 0.949 0.944 0.640 0.642 0.636 14 122 123 124 8.000 315.997 0.007 1.003 0.050 1.007 1.001 0.640 0.681 0.674 15 125 124 126 8.000 318.671 0.012 1.401 0.059 1.262 1.250 0.640 0.853 0.841 16 127 126 128 8.000 341.051 0.019 1.499 0.077 1.136 1.117 0.640 0.768 0.749 17 129 128 130 8.000 332.327 0.027 1.033 0.127 0.571 0.545 0.640 0.386 0.359 18 13 14 15 8.000 282.694 0.006 1.077 0.046 1.143 1.137 0.640 0.773 0.767 19 131 130 132 8.000 352.545 0.036 1.099 0.149 0.550 0.515 0.640 0.372 0.336 20 133 132 134 8.000 50.912 0.036 1.115 0.148 0.562 0.526 0.640 0.380 0.344 21 135 134 100 8.000 167.474 0.036 1.047 0.155 0.514 0.478 0.640 0.347 0.311 22 136 137 111 8.000 276.686 0.014 0.861 0.092 0.583 0.569 0.640 0.394 0.380 23 138 139 137 8.000 273.391 0.007 0.783 0.064 0.668 0.661 0.640 0.452 0.444 24 140 141 113 8.000 303.999 0.015 0.883 0.095 0.588 0.574 0.640 0.398 0.383 25 142 143 141 8.000 324.981 0.008 1.104 0.055 1.049 1.041 0.640 0.709 0.701 26 144 145 32 8.000 340.960 0.019 0.926 0.107 0.570 0.552 0.640 0.385 0.367 27 146 147 145 8.000 292.907 0.011 0.832 0.082 0.608 0.597 0.640 0.411 0.400 28 148 149 35 8.000 314.473 0.012 0.836 0.083 0.604 0.593 0.640 0.409 0.397 29 150 151 9 8.000 182.032 0.004 0.553 0.053 0.536 0.532 0.640 0.362 0.358 30 152 153 97 8.000 72.679 0.025 1.437 0.098 0.934 0.909 0.640 0.632 0.606 31 154 92 153 8.000 125.391 0.025 1.405 0.100 0.906 0.880 0.640 0.612 0.587 32 155 94 92 8.000 310.779 0.017 1.277 0.081 0.937 0.920 0.640 0.634 0.617 33 156 38 68 8.000 357.967 0.050 1.845 0.132 0.999 0.949 0.640 0.675 0.625 34 157 45 158 8.000 200.237 0.338 2.638 0.395 0.760 0.422 0.640 0.514 0.176 35 159 32 34 8.000 310.093 0.023 0.922 0.126 0.514 0.491 0.640 0.347 0.324 36 16 15 17 8.000 161.589 0.009 1.189 0.056 1.104 1.094 0.640 0.746 0.737 37 18 17 19 8.000 313.379 0.189 1.861 0.332 0.586 0.397 0.640 0.396 0.207 38 20 19 21 8.000 276.886 0.194 3.317 0.224 1.302 1.108 0.640 0.880 0.686 39 22 21 23 8.000 198.099 0.198 3.281 0.229 1.272 1.074 0.640 0.860 0.662 40 24 25 17 8.000 246.809 0.005 1.256 0.035 1.586 1.581 0.640 1.072 1.067 41 26 27 17 8.000 287.748 0.171 1.762 0.322 0.564 0.393 0.640 0.381 0.210 42 28 29 27 8.000 253.605 0.128 2.626 0.198 1.110 0.982 0.640 0.750 0.622 43 30 31 32 8.000 130.118 0.001 0.843 0.021 1.503 1.502 0.640 1.016 1.015 44 33 35 34 8.000 174.427 0.016 0.879 0.101 0.564 0.548 0.640 0.381 0.365 Date: Monday, August 10, 2020, Time: 07:22:56, Page 1 Page 683 of 1383 Area 80 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
45 36 37 38 8.000 356.917 0.008 1.413 0.046 1.497 1.489 0.640 1.012 1.004 46 39 34 27 8.000 235.571 0.041 1.095 0.165 0.516 0.474 0.640 0.349 0.307 47 4 5 3 8.000 297.515 0.010 0.758 0.081 0.557 0.547 0.640 0.377 0.367 48 40 2 41 8.000 353.180 0.020 1.312 0.087 0.921 0.902 0.640 0.623 0.603 49 42 41 43 8.000 342.299 0.023 2.374 0.066 1.996 1.972 0.640 1.349 1.326 50 44 43 45 8.000 321.753 0.329 2.113 0.457 0.567 0.239 0.640 0.384 0.055 51 46 47 45 8.000 235.657 0.008 1.407 0.047 1.467 1.458 0.640 0.991 0.983 52 48 49 47 8.000 117.825 0.008 1.375 0.045 1.489 1.481 0.640 1.006 0.999 53 50 51 49 8.000 314.313 0.007 1.245 0.044 1.357 1.351 0.640 0.918 0.911 54 52 53 43 8.000 211.492 0.299 3.259 0.309 1.067 0.769 0.640 0.722 0.423 55 54 55 53 8.000 160.329 0.296 3.238 0.308 1.062 0.766 0.640 0.718 0.422 56 56 57 55 8.000 163.108 0.018 1.183 0.090 0.815 0.797 0.640 0.551 0.533 57 58 59 57 8.000 168.788 0.017 1.098 0.088 0.765 0.748 0.640 0.517 0.501 58 6 7 5 8.000 316.093 0.008 0.732 0.070 0.594 0.587 0.640 0.402 0.394 59 60 11 59 8.000 304.916 0.013 2.059 0.049 2.092 2.079 0.640 1.414 1.401 60 61 62 55 8.000 251.402 0.276 3.557 0.274 1.245 0.969 0.640 0.841 0.566 61 63 64 62 8.000 218.227 0.064 2.129 0.141 1.104 1.040 0.640 0.746 0.682 62 65 66 64 8.000 155.670 0.060 2.066 0.138 1.085 1.024 0.640 0.733 0.673 63 67 68 66 8.000 351.368 0.057 1.855 0.143 0.954 0.897 0.640 0.645 0.588 64 69 70 62 8.000 209.822 0.206 2.617 0.277 0.909 0.703 0.640 0.615 0.408 65 71 23 70 8.000 357.248 0.204 2.552 0.280 0.882 0.678 0.640 0.596 0.392 66 72 73 51 8.000 359.589 0.003 0.950 0.031 1.308 1.305 0.640 0.884 0.881 67 74 75 76 8.000 220.917 0.007 0.944 0.056 0.886 0.879 0.640 0.599 0.592 68 77 76 78 8.000 263.785 0.011 1.175 0.062 1.026 1.016 0.640 0.694 0.683 69 79 78 38 8.000 262.522 0.036 2.003 0.099 1.296 1.260 0.640 0.876 0.840 70 8 9 7 8.000 96.278 0.005 0.632 0.055 0.599 0.594 0.640 0.405 0.400 71 80 81 78 8.000 288.138 0.012 1.206 0.065 1.018 1.007 0.640 0.688 0.677 72 82 83 78 8.000 327.153 0.014 0.840 0.093 0.567 0.553 0.640 0.383 0.370 73 84 85 83 8.000 138.743 0.007 1.552 0.040 1.793 1.785 0.640 1.212 1.204 74 86 87 85 8.000 220.780 0.004 0.657 0.048 0.674 0.670 0.640 0.456 0.452 75 88 89 90 8.000 247.932 0.006 0.680 0.061 0.602 0.596 0.640 0.407 0.401 76 91 90 92 8.000 239.504 0.008 0.752 0.072 0.599 0.591 0.640 0.405 0.397 77 93 95 94 8.000 184.095 0.008 1.049 0.055 0.993 0.985 0.640 0.671 0.663 78 96 97 98 8.000 90.575 0.082 1.770 0.190 0.765 0.683 0.640 0.517 0.435 79 99 98 100 8.000 202.488 0.085 1.842 0.189 0.799 0.715 0.640 0.540 0.456 Date: Monday, August 10, 2020, Time: 07:22:56, Page 2 Page 684 of 1383 Area 80 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 10 0.500
3 101 0.500
4 103 0.500
5 105 0.500 0.000 0.000 0.000
6 106 0.500
7 108 0.500
8 110 0.500
9 112 0.500
10 114 0.500
11 116 0.500
12 118 0.500
13 120 0.500
14 122 0.500
15 125 0.500
16 127 0.500
17 129 0.500
18 13 0.500
19 131 0.500
20 133 0.500
21 135 0.500
22 136 0.500
23 138 0.500
24 140 0.500
25 142 0.500
26 144 0.500
27 146 0.500
28 148 0.500
29 150 0.500
30 152 0.500
31 154 0.500
32 155 0.500
33 156 0.500
34 157 0.500 0.000 0.000 0.000
35 159 0.500
36 16 0.500
37 18 0.500
38 20 0.500 0.000 0.000 0.000
39 22 0.500 0.000 0.000 0.000
40 24 0.500
41 26 0.500
42 28 0.500 0.000 0.000 0.000
43 30 0.500
44 33 0.500
Date: Monday, August 10, 2020, Time: 07:22:57, Page 3 Page 685 of 1383 Area 80 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
45 36 0.500
46 39 0.500
47 4 0.500
48 40 0.500
49 42 0.500 0.000 0.000 0.000
50 44 0.500 0.000 0.000 0.000
51 46 0.500
52 48 0.500
53 50 0.500
54 52 0.500 0.000 0.000 0.000
55 54 0.500 0.000 0.000 0.000
56 56 0.500
57 58 0.500
58 6 0.500
59 60 0.500 0.000 0.000 0.000
60 61 0.500 0.000 0.000 0.000
61 63 0.500 0.000 0.000 0.000
62 65 0.500 0.000 0.000 0.000
63 67 0.500
64 69 0.500 0.000 0.000 0.000
65 71 0.500 0.000 0.000 0.000
66 72 0.500
67 74 0.500
68 77 0.500
69 79 0.500 0.000 0.000 0.000
70 8 0.500
71 80 0.500
72 82 0.500
73 84 0.500
74 86 0.500
75 88 0.500
76 91 0.500
77 93 0.500
78 96 0.500
79 99 0.500
Date: Monday, August 10, 2020, Time: 07:22:57, Page 4 Page 686 of 1383 Area 80 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
18 20
22 71
69 61
54 52
44 157
17 19
21 23
70 62
55 53 43
45 158
669.0
673.5
678.0
682.5
687.0
691.5
696.0
700.5
705.0
709.5
714.0
0 250 500 750 1000 1250 1500 1750 2000 2250 2500

Page 687 of 1383 ends

Unincorporated
San Dimas
Unincorporated
Lyman
Ave
N Lyman Ave
Farland St
N
Sunflower Ave
Greer
Ave
E Badillo St
N
Garsden Ave
Garsden Ave
E Farland St
Charter Dr
E Edgecomb St
Barston Ave
Greer Ave
E Haller St
E Ruddock St
1 4
3 5

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 81
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 688 of 1383 ends

0.088 0.094 CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 81
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 689 of 1383 ends

Area 81 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 318.950 0.036 2.398 0.088 1.676 1.640 0.640 1.133 1.097 2 4 5 3 8.000 345.036 0.024 1.465 0.094 0.982 0.958 0.640 0.664 0.639 Date: Sunday, August 09, 2020, Time: 18:21:34, Page 1

Page 690 of 1383 ends

Area 81 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 4 0.500
Date: Sunday, August 09, 2020, Time: 18:21:34, Page 2

Page 691 of 1383 ends

Area 81 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
4 1
5 3
2 690.0
692.5
695.0
697.5
700.0
702.5
705.0
707.5
710.0
712.5
715.0

0.0 66.4 132.8 199.2 265.6 332.0 398.4 464.8 531.2 597.6 664.0

Page 692 of 1383 ends

Unincorporated
Unincorporated
San Dimas
Unincorporated
Unincorporated
Edinburgh Rd
Lyman
Ave
N Lyman Ave
Charter Dr
Scarborough Ln
N Sunf ol wer Ave
E Renshaw St
N Oak
Tw gi Ln
Manchester Rd
E Badillo St
Garsden Ave
Nottingham Ln
KingsbridgeCt
Wanamaker Dr
E Haller St
E Mesarica Rd
E Edgecomb St
Barston Ave
E Palm Dr
Sherwood Ct
Greer Ave
N Stephora Ave
Liverpool Ct
E Adams Park Dr
E Ruddock St
N Garsden Ave
12 20
22 14
1 4
18 10
8 24
16 6
2 3
7 5
9 11
15 17
19 21
23 25

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 82
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 693 of 1383 ends

0.220

0.038

0.041

0.084
0 0. 75 0 0. 92

0.061

0.219

0.216
0 0. 68

0.080

0.154

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 82
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 694 of 1383 ends

Area 82 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 198.711 0.009 0.730 0.075 0.565 0.556 0.640 0.382 0.373 2 10 9 11 8.000 287.343 0.063 1.112 0.219 0.442 0.379 0.640 0.299 0.236 3 12 11 13 8.000 24.942 0.063 1.107 0.220 0.440 0.377 0.640 0.297 0.234 4 14 15 5 8.000 212.257 0.029 2.054 0.084 1.480 1.452 0.640 1.001 0.972 5 16 17 15 8.000 322.648 0.020 1.494 0.080 1.109 1.089 0.640 0.750 0.730 6 18 19 17 8.000 167.105 0.007 0.774 0.061 0.686 0.680 0.640 0.464 0.457 7 20 21 19 8.000 146.387 0.003 0.716 0.038 0.857 0.854 0.640 0.580 0.576 8 22 23 5 8.000 105.029 0.008 1.686 0.041 1.920 1.912 0.640 1.298 1.289 9 24 25 23 8.000 254.292 0.008 0.738 0.068 0.611 0.603 0.640 0.413 0.405 10 4 3 5 8.000 283.655 0.013 0.835 0.092 0.566 0.552 0.640 0.382 0.369 11 6 5 7 8.000 355.802 0.053 1.556 0.154 0.765 0.712 0.640 0.517 0.464 12 8 7 9 8.000 267.969 0.063 1.134 0.216 0.455 0.392 0.640 0.307 0.244 Date: Monday, August 17, 2020, Time: 08:27:40, Page 1 Page 695 of 1383 Area 82 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 10 0.500
3 12 0.500
4 14 0.500 0.000 0.000 0.000
5 16 0.500
6 18 0.500
7 20 0.500
8 22 0.500
9 24 0.500
10 4 0.500
11 6 0.500
12 8 0.500
Date: Monday, August 17, 2020, Time: 08:27:40, Page 2 Page 696 of 1383 Area 82 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
20 18
16 14
6 8
10 12
21 19
17 15
5 7
9 1113
689.0
691.7
694.4
697.1
699.8
702.5
705.2
707.9
710.6
713.3
716.0

0.0 178.4 356.8 535.2 713.6 892.0 1070.4 1248.8 1427.2 1605.6 1784.0

Page 697 of 1383 ends

Unincorporated
Unincorporated
San Dimas
Unincorporated
Unincorporated
Unincorporated
Unincorporated
N Lyman Ave
N Reeder Ave
Scarborough Ln
E Renshaw St
Manchester Rd
Charter Dr
StephoraAve
Garsden Ave
E Badillo St
E Lomira Dr
Paseo Valle Vist
E Mesarica Rd
N Sunflower Ave
E Edgecomb St
Retford St
Barston Ave
N Garsden Ave
Wanamak er Dr
E Palm Dr
Greer Ave
N Stephora Ave
Liverpool Ct
E Ruddock St
Old E Badillo St
E Adams Park Dr
Kingsbridge Ct
51 44
15 46
13 39
4 24
11 48
57 20
32 30
22 50
53 26
7 41
1 9
7 28
56 54
3 5
6 8
10 12
14 16
18 19
21 23
25 27
29 31
34 33
40 42
43 45
47 49
55 CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 83
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 698 of 1383 ends

0.092 0 0. 56

0.031

0.120

0.043

0.042
0 0. 39

0.025

0.042

0.232

0.210
0 2. 23

0.045

0.061

0.025

0.204

0.051

0.117

0.036

0.058
0 2. 14
0 0. 61

0.092

0.118

0.125

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 83
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 699 of 1383 ends

Area 83 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 11 12 10 8.000 189.895 0.004 0.865 0.042 0.971 0.967 0.640 0.656 0.652 2 13 14 12 8.000 118.372 0.004 0.686 0.043 0.764 0.760 0.640 0.516 0.513 3 15 16 14 8.000 66.561 0.003 0.826 0.031 1.126 1.123 0.640 0.761 0.758 4 17 18 19 8.000 302.113 0.059 1.084 0.214 0.438 0.378 0.640 0.296 0.237 5 20 19 21 8.000 232.897 0.065 1.115 0.223 0.439 0.375 0.640 0.297 0.232 6 22 23 21 8.000 200.861 0.004 1.517 0.025 2.380 2.377 0.640 1.609 1.605 7 24 25 19 8.000 78.445 0.004 1.651 0.025 2.617 2.614 0.640 1.769 1.765 8 26 27 18 8.000 295.302 0.043 1.897 0.117 1.105 1.062 0.640 0.747 0.704 9 28 29 18 8.000 311.046 0.013 0.831 0.092 0.566 0.553 0.640 0.382 0.369 10 30 31 29 8.000 217.009 0.006 0.651 0.061 0.577 0.572 0.640 0.390 0.384 11 32 33 34 8.000 232.695 0.005 0.820 0.045 0.881 0.877 0.640 0.596 0.591 12 39 40 55 8.000 137.236 0.002 0.473 0.042 0.536 0.533 0.640 0.362 0.360 13 4 5 6 8.000 86.015 0.003 0.576 0.039 0.683 0.681 0.640 0.462 0.459 14 41 43 42 8.000 310.409 0.012 1.516 0.058 1.383 1.371 0.640 0.935 0.922 15 44 8 45 8.000 72.746 0.011 1.376 0.056 1.283 1.272 0.640 0.867 0.856 16 46 47 55 8.000 71.927 0.029 1.236 0.120 0.709 0.680 0.640 0.479 0.450 17 48 21 49 8.000 199.656 0.070 1.143 0.232 0.439 0.369 0.640 0.297 0.227 18 50 49 3 8.000 212.060 0.070 1.369 0.204 0.567 0.497 0.640 0.384 0.313 19 51 45 52 8.000 44.658 0.082 5.054 0.092 3.425 3.343 0.640 2.315 2.233 20 53 34 29 8.000 258.650 0.005 0.762 0.051 0.752 0.747 0.640 0.508 0.503 21 54 42 47 8.000 289.436 0.027 1.055 0.125 0.589 0.562 0.640 0.398 0.371 22 56 55 27 8.000 263.661 0.035 1.507 0.118 0.874 0.840 0.640 0.591 0.556 23 57 3 45 8.000 243.008 0.071 1.330 0.210 0.542 0.472 0.640 0.367 0.296 24 7 6 8 8.000 184.032 0.005 1.310 0.036 1.632 1.626 0.640 1.103 1.098 25 9 10 8 8.000 320.604 0.005 0.624 0.061 0.553 0.547 0.640 0.374 0.368 Date: Monday, August 17, 2020, Time: 08:41:21, Page 1 Page 700 of 1383 Area 83 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 11 0.500
2 13 0.500
3 15 0.500
4 17 0.500
5 20 0.500
6 22 0.500
7 24 0.500
8 26 0.500
9 28 0.500
10 30 0.500
11 32 0.500
12 39 0.500
13 4 0.500
14 41 0.500
15 44 0.500
16 46 0.500
17 48 0.500
18 50 0.500
19 51 0.500 0.000 0.000 0.000
20 53 0.500
21 54 0.500
22 56 0.500
23 57 0.500
24 7 0.500
25 9 0.500
Date: Monday, August 17, 2020, Time: 08:41:21, Page 2 Page 701 of 1383 Area 83 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
56 26
17 20 48
50 57
51 55
27 18
19 21
49 3
45 52
669
672
675
678
681
684
687
690
693
696
699

0.0 179.3 358.6 537.9 717.2 896.5 1075.8 1255.1 1434.4 1613.7 1793.0

Page 702 of 1383 ends

Old E Badillo St
N Henton
Ave
N
B
a
n
n
a
A
ve
E Dexter St
E Wanamaker Dr
E Badillo St
Kin
s
ella
A
ve
N
D
arf ei dl A
ve
S
S
at rg
el n
Dr
N
S
at rg
el n
Dr
H
e
n
ot n
A
ve
E Palm Dr
E Adams Park Dr
E Algrove St
E Grovecenter St
4 1
6 2
3 5

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 85
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 703 of 1383 ends

Old E Badillo St
N Henton
Ave
N
B
a
n
n
a
A
ve
E Dexter St
E Wanamaker Dr
E Badillo St
Kin
s
ella
A
ve
N
D
arf ei dl A
ve
S
S
at rg
el n
Dr
N
Stargle
n
Dr
H
e
n
ot n
A
ve
E Palm Dr
E Adams Park Dr
E Algrove St
E Grovecenter St

0.055

0.05 3

0.064

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 85
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 704 of 1383 ends

Area 85 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 187.710 0.004 0.584 0.053 0.567 0.562 0.640 0.383 0.379 2 4 3 5 8.000 111.558 0.006 0.844 0.055 0.801 0.794 0.640 0.541 0.535 3 6 5 7 8.000 291.621 0.006 0.665 0.064 0.568 0.561 0.640 0.384 0.377 Date: Monday, August 17, 2020, Time: 08:10:05, Page 1

Page 705 of 1383 ends

Area 85 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 4 0.500
3 6 0.500
Date: Monday, August 17, 2020, Time: 08:10:05, Page 2

Page 706 of 1383 ends

Area 85 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
1 4
6 2
3 5
7 651.0
652.7
654.4
656.1
657.8
659.5
661.2
662.9
664.6
666.3
668.0

0.0 59.1 118.2 177.3 236.4 295.5 354.6 413.7 472.8 531.9 591.0

Page 707 of 1383 ends

S Baranca Ave
N
Grandview
Ave
E Badillo St
Baranca Ave
E Navilla Pl
E Puente St
E Algrove St
N
Baranca Ave
E Level St
Prospero Dr
Monte Vista Ave
E Alisal St
E Kenoak Dr
N
Vec ni o Dr
S
Vec ni o Dr
N
Forestdale Ave
Lowell St
S Forestda el Ave
S
Newton St
E Dexter St
S Grandview
Ave
S
Kendall Wy
12 15
4 8
6 17
10 25
19 22 24
1 3
5 7
9 11
13 14
16 18 20 21
23 CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 86
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 708 of 1383 ends

0.043 0.075

0.210

0.170

0.175

0.068

0.116

0.106

0.089

0.120 0.149

0.243

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 86
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 709 of 1383 ends

Area 86 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 347.696 0.153 2.339 0.243 0.876 0.722 0.640 0.592 0.438 2 10 11 9 8.000 223.194 0.047 2.090 0.116 1.225 1.178 0.640 0.828 0.781 3 12 13 14 8.000 78.345 0.004 0.771 0.043 0.853 0.849 0.640 0.577 0.573 4 15 14 16 8.000 176.730 0.010 0.867 0.075 0.667 0.657 0.640 0.451 0.441 5 17 18 16 8.000 207.704 0.012 1.179 0.068 0.971 0.959 0.640 0.657 0.644 6 19 21 20 8.000 318.844 0.018 1.145 0.089 0.792 0.774 0.640 0.535 0.518 7 22 16 23 8.000 359.975 0.038 1.622 0.120 0.932 0.893 0.640 0.630 0.591 8 24 23 5 8.000 348.917 0.065 1.992 0.149 1.000 0.935 0.640 0.676 0.611 9 25 20 11 8.000 296.632 0.029 1.435 0.106 0.888 0.859 0.640 0.600 0.571 10 4 5 3 8.000 184.109 0.132 2.486 0.210 1.015 0.883 0.640 0.686 0.554 11 6 7 5 8.000 187.509 0.058 1.424 0.175 0.648 0.590 0.640 0.438 0.380 12 8 9 7 8.000 242.811 0.055 1.395 0.170 0.646 0.591 0.640 0.436 0.382 Date: Monday, August 10, 2020, Time: 10:03:39, Page 1 Page 710 of 1383 Area 86 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 10 0.500 0.000 0.000 0.000
3 12 0.500
4 15 0.500
5 17 0.500
6 19 0.500
7 22 0.500
8 24 0.500
9 25 0.500
10 4 0.500 0.000 0.000 0.000
11 6 0.500
12 8 0.500
Date: Monday, August 10, 2020, Time: 10:03:39, Page 2 Page 711 of 1383 Area 86 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
19 25
10 8
6 4
1 21
20 11
9 7 5
3 2
537.0
539.9
542.8
545.7
548.6
551.5
554.4
557.3
560.2
563.1
566.0

0.0 180.1 360.2 540.3 720.4 900.5 1080.6 1260.7 1440.8 1620.9 1801.0

Page 712 of 1383 ends

Unincorporated
Unincorporated
Unincorporated
E Puente St
N Nearg el n Ave
Heffner Hill Rd
E Badillo St
S De Lay Ave
E Rowland St
N Grandview Ave
Baranca Ave
N De Lay Ave
E Wanamak er Dr
S Grand Ave
E Navilla Pl
N Shadyglen
Dr
S Farber Ave
N San Joaquin Rd
E Navilla Pl
E Algrove St
N Grand Ave
N Vecino Dr
N Baranca Ave S Baranca Ave
Prospero Dr
Squire Dr
N Brightview Dr
Monte V si ta Ave
Solano Pl
N Forestdale Ave
S Forestda el Ave
N De Lay Ave
E Rambling Rd
E Alisal St
E Covina Hills Rd
N Grand Ave
S Prospero Dr
S De Lay Ave
E Kenoak Dr
Knollcrest Dr
S Oak Tree Dr
Grand Ave
E Level St
Nearg el n Ave
E Casad Ave
S Vec ni o Dr
Deepview Ln
Level St
Lowell St
S Brightview Dr
E Swanee Ln
S Forestda el Ave
S Newton St
S Grand Ave
E Dexter St
E Deepview Dr
E Grovecenter St
Calmgrove Ave
La Serena Dr
Shadyg el n Dr
Bender Ave
N Westr di ge Ave
E Badillo St
S Grandview Ave
S Kendall Wy
E Dexter St
105
30 20
43 34 45
1 22
103
37 67 69
88 78
39 80
71 87 84
64 28
65 83
49 51
62 6
57 77
53 72
101
75 32
26 8 10 95
59 47 55
24 12
41 16
91 14 98
107
18 4
94 100 2 3 5 7 9 11 13 15 17 19
21 23
25 27
29 31
33 35
38 36
40 42 44
46 48 50 52 54 56 58
63 61 60 66
68 70
74 73 81 79 76
82 85
86 89 90 93 92
96 97
99 102
104

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 87
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 713 of 1383 ends

0.346

0.023

0.414

0.171

0.042 0.038

0.444

0.188

0.156

0.050

0.275 0.211

0.070

0.050

0.070

0.050

0.174

0.067 0.050

0.107

0.082

0.070

0.134 0.129

0.068

0.388

0.039

0.066

0.093

0.030

0.063

0.041

0.044

0.032

0.355 0.387 0.195

0.039

0.123 0.054

0.115

0.354

0.176

0.292

0.059

0.353 0.199

0.225

0.269 0.448

0.067

0.213

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 87
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 714 of 1383 ends

Area 87 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 206.746 0.593 3.954 0.444 1.076 0.483 0.640 0.727 0.135 2 10 11 9 8.000 205.021 0.481 3.851 0.387 1.120 0.639 0.640 0.757 0.276 3 100 99 23 8.000 349.736 0.157 2.886 0.213 1.166 1.009 0.640 0.788 0.631 4 101 102 68 8.000 267.861 0.005 0.592 0.063 0.514 0.508 0.640 0.347 0.342 5 103 104 89 8.000 161.044 0.065 1.860 0.156 0.907 0.843 0.640 0.613 0.549 6 105 2 106 8.000 32.502 0.593 5.538 0.346 1.708 1.115 0.640 1.154 0.562 7 107 89 21 8.000 331.112 0.086 1.457 0.225 0.570 0.484 0.640 0.385 0.299 8 12 13 11 8.000 322.563 0.456 4.133 0.354 1.259 0.803 0.640 0.851 0.395 9 14 15 13 8.000 340.134 0.450 4.091 0.353 1.248 0.799 0.640 0.844 0.394 10 16 17 15 8.000 340.133 0.384 4.527 0.292 1.528 1.144 0.640 1.033 0.649 11 18 19 17 8.000 307.151 0.307 4.055 0.269 1.434 1.127 0.640 0.969 0.662 12 20 21 19 8.000 106.911 0.276 2.020 0.414 0.568 0.292 0.640 0.384 0.108 13 22 23 21 8.000 182.081 0.160 3.498 0.188 1.522 1.362 0.640 1.029 0.869 14 24 25 11 8.000 288.050 0.022 0.979 0.115 0.576 0.554 0.640 0.389 0.367 15 26 27 25 8.000 234.247 0.004 1.326 0.032 1.785 1.780 0.640 1.206 1.202 16 28 29 25 8.000 255.696 0.010 0.774 0.082 0.566 0.556 0.640 0.383 0.372 17 30 31 29 8.000 45.926 0.001 0.327 0.023 0.545 0.545 0.640 0.369 0.368 18 32 33 29 8.000 234.229 0.005 1.019 0.044 1.116 1.110 0.640 0.754 0.749 19 34 35 36 8.000 145.224 0.004 0.886 0.042 0.998 0.993 0.640 0.674 0.670 20 37 36 38 8.000 159.158 0.007 0.998 0.050 1.000 0.993 0.640 0.676 0.669 21 39 38 40 8.000 211.329 0.010 0.987 0.070 0.801 0.791 0.640 0.542 0.531 22 4 5 3 8.000 311.553 0.593 3.912 0.448 1.060 0.467 0.640 0.717 0.124 23 41 42 40 8.000 282.142 0.074 1.787 0.176 0.811 0.737 0.640 0.548 0.474 24 43 44 42 8.000 101.259 0.070 1.759 0.171 0.811 0.742 0.640 0.548 0.479 25 45 46 44 8.000 124.562 0.005 1.053 0.038 1.275 1.270 0.640 0.862 0.857 26 47 48 44 8.000 252.188 0.065 2.617 0.123 1.477 1.413 0.640 0.998 0.934 27 49 50 48 8.000 252.586 0.053 1.911 0.134 1.024 0.971 0.640 0.692 0.639 28 51 52 50 8.000 237.872 0.043 1.624 0.129 0.893 0.850 0.640 0.603 0.561 29 53 54 52 8.000 245.102 0.032 1.948 0.093 1.313 1.281 0.640 0.887 0.856 30 55 56 54 8.000 251.834 0.010 1.381 0.054 1.323 1.313 0.640 0.894 0.884 31 57 58 56 8.000 282.240 0.005 1.228 0.039 1.459 1.454 0.640 0.986 0.981 32 59 60 61 8.000 244.130 0.006 1.271 0.039 1.502 1.497 0.640 1.016 1.010 33 6 7 5 8.000 280.826 0.495 3.950 0.388 1.147 0.652 0.640 0.775 0.280 34 62 61 63 8.000 275.131 0.010 0.955 0.068 0.785 0.775 0.640 0.531 0.521 35 64 63 54 8.000 240.498 0.019 0.958 0.107 0.592 0.573 0.640 0.400 0.381 36 65 66 52 8.000 229.647 0.008 0.789 0.070 0.640 0.631 0.640 0.432 0.424 37 67 68 5 8.000 175.997 0.098 1.254 0.275 0.438 0.340 0.640 0.296 0.198 38 69 70 68 8.000 205.058 0.091 1.698 0.211 0.691 0.600 0.640 0.467 0.376 39 71 40 70 8.000 263.771 0.087 2.146 0.174 0.979 0.892 0.640 0.662 0.575 40 72 73 74 8.000 215.067 0.003 0.968 0.030 1.356 1.353 0.640 0.916 0.913 41 75 74 76 8.000 269.568 0.005 1.063 0.041 1.223 1.218 0.640 0.827 0.822 42 77 76 63 8.000 227.621 0.007 0.718 0.066 0.600 0.593 0.640 0.406 0.398 43 78 79 66 8.000 197.779 0.004 0.662 0.050 0.668 0.664 0.640 0.452 0.448 44 8 9 7 8.000 268.338 0.490 4.409 0.355 1.340 0.850 0.640 0.906 0.416 Date: Monday, August 17, 2020, Time: 07:20:46, Page 1 Page 715 of 1383 Area 87 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
45 80 81 82 8.000 203.789 0.004 0.656 0.050 0.658 0.654 0.640 0.445 0.441 46 83 82 50 8.000 225.422 0.008 0.795 0.070 0.646 0.637 0.640 0.436 0.428 47 84 85 86 8.000 219.965 0.005 0.808 0.050 0.813 0.808 0.640 0.550 0.544 48 87 86 48 8.000 248.638 0.009 0.922 0.067 0.765 0.755 0.640 0.517 0.508 49 88 90 89 8.000 256.204 0.021 1.987 0.070 1.607 1.586 0.640 1.086 1.065 50 91 92 93 8.000 319.641 0.008 1.000 0.059 0.904 0.895 0.640 0.611 0.603 51 94 93 90 8.000 281.423 0.017 1.644 0.067 1.362 1.345 0.640 0.921 0.904 52 95 96 97 8.000 315.460 0.148 3.095 0.195 1.320 1.172 0.640 0.892 0.744 53 98 97 99 8.000 326.889 0.153 3.095 0.199 1.304 1.151 0.640 0.881 0.729 Date: Monday, August 17, 2020, Time: 07:20:46, Page 2 Page 716 of 1383 Area 87 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 10 0.500 0.000 0.000 0.000
3 100 0.500 0.000 0.000 0.000
4 101 0.500
5 103 0.500
6 105 0.500 0.000 0.000 0.000
7 107 0.500
8 12 0.500 0.000 0.000 0.000
9 14 0.500 0.000 0.000 0.000
10 16 0.500 0.000 0.000 0.000
11 18 0.500 0.000 0.000 0.000
12 20 0.500 0.000 0.000 0.000
13 22 0.500 0.000 0.000 0.000
14 24 0.500
15 26 0.500
16 28 0.500
17 30 0.500
18 32 0.500
19 34 0.500
20 37 0.500
21 39 0.500
22 4 0.500 0.000 0.000 0.000
23 41 0.500
24 43 0.500
25 45 0.500
26 47 0.500 0.000 0.000 0.000
27 49 0.500
28 51 0.500
29 53 0.500
30 55 0.500
31 57 0.500
32 59 0.500
33 6 0.500 0.000 0.000 0.000
34 62 0.500
35 64 0.500
36 65 0.500
37 67 0.500
38 69 0.500
39 71 0.500 0.000 0.000 0.000
40 72 0.500
41 75 0.500
42 77 0.500
43 78 0.500
44 8 0.500 0.000 0.000 0.000
Date: Monday, August 17, 2020, Time: 07:20:46, Page 3 Page 717 of 1383 Area 87 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
45 80 0.500
46 83 0.500
47 84 0.500
48 87 0.500
49 88 0.500
50 91 0.500
51 94 0.500
52 95 0.500 0.000 0.000 0.000
53 98 0.500
Date: Monday, August 17, 2020, Time: 07:20:46, Page 4 Page 718 of 1383 Area 87 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
28 24
10 8
6 4
1 105
29 25
11 9
7 5
3 2 106
530.0
533.6
537.2
540.8
544.4
548.0
551.6
555.2
558.8
562.4
566.0

0.0 184.9 369.8 554.7 739.6 924.5 1109.4 1294.3 1479.2 1664.1 1849.0

Page 719 of 1383 ends

Unincorporated
Unincorporated
San Dimas
Unincorporated
E Ruddock St
Old E Badillo St
E Badillo St
N vI escrest Ave
Garsden Ave
E Puente St
N Glendora Ave
N Henton
Ave
N Banna Ave
E Renshaw St
N Reeder Ave
E Rambling Rd E Puente St
S Chaparro Rd
Shouse Ave
Gila Dr
N Muse Dr
Banna Ave
StephoraAve
Rancho Del Monico Rd
Adams Park Dr
E Lomira Dr
Kinsella Ave
Rancho La
Carlota Rd
Paseo Valle Vist
Starglen Dr
S Rancho Del Mon ci o Rd
E Wanamaker Dr
N Linton Dr
S Ash ot n Dr
S Starg el n Dr
N Darfield Ave
N Wilson Ave
Rancho La Floresta Rd
S Glendora Ave
N Mangrove Ave
R mi hurst Ave E Dexter St
N Stephora Ave
N Starglen Dr
E Badillo St
E Palm Dr
N Madill Ave
Wanamaker Dr
Squire Dr
Jalapa Dr
Henton Ave
E Navilla Pl
E Palm Dr
E Adams Park Dr
Level St
E Edgecomb St
Rancho Rio Bonita Rd
Wi bl ur Ave
S Wilson Ave
E Rancho Los Cerritos Rd
E Algrove St
E Grovecenter St
67 8
10 1
46 37
42 30
55 50
35 4
44 68
48 80
65 71
39 76
59 79
74 78 53
18 20
57 22
12 29
61 6
16 14
63 33
81 24
26 3 5 7
9 11
13 15
17 19 21
23 27 25
28 31 34 32
36 38
40 41
43 45 47
49 51
52 54 56 58 60
62 64 66
69 70
77 75 73 72
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ

Page 720 of 1383 ends

Unincorporated
Unincorporated
San Dimas
Unincorporated
E Ruddock St
Old E Badillo St
E Badillo St
N vI escrest Ave
Garsden Ave
E Puente St
N Glendora Ave
N Henton
Ave
N Banna Ave
GlendoraAve
E Renshaw St
N Reeder Ave
E Rambling Rd E Puente St
S Chaparro Rd
Shouse Ave
Gila Dr
N Muse Dr
Banna Ave
StephoraAve
Rancho Del Monico Rd
Adams Park Dr
E Lomira Dr
Kinsella Ave
Rancho La
Carlota Rd
Paseo Valle Vist
Starglen Dr
S Rancho Del Mon ci o Rd
E Wanamaker Dr
N Linton Dr
S Ash ot n Dr
S Starg el n Dr
N Darfield Ave
N Wilson Ave
Rancho La Floresta Rd
S Glendora Ave
N Mangrove Ave
R mi hurst Ave
E Dexter St
N Stephora Ave
N Starglen Dr
E Badillo St
E Palm Dr
N Madill Ave
Wanamaker Dr
Squire Dr
Jalapa Dr
Henton Ave
E Navilla Pl
E Palm Dr
E Adams Park Dr
Level St
E Edgecomb St
Rancho Rio Bonita Rd
Wi bl ur Ave
S Wilson Ave
E Rancho Los Cerritos Rd
E Algrove St
E Grovecenter St

0.149

0.040

0.037

0.410

0.221

0.071

0.157

0.056

0.079

0.325

0.081

0.048

0.269

0.032

0.136

0.326

0.270

0.052

0.036

0.079

0.047

0.049

0.062

0.103 0.147

0.362 0.346

0.091

0.096

0.408

0.095

0.265

0.044

0.404 0.413

0.268

0.073

0.307

0.081

0.078
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ

Page 721 of 1383 ends

Area 88 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 111.799 0.280 2.077 0.410 0.587 0.308 0.640 0.397 0.117 2 10 11 5 8.000 87.466 0.003 0.596 0.037 0.724 0.721 0.640 0.489 0.487 3 12 13 3 8.000 327.778 0.269 2.008 0.408 0.569 0.300 0.640 0.384 0.115 4 14 15 13 8.000 362.208 0.267 1.964 0.413 0.553 0.286 0.640 0.374 0.107 5 16 17 15 8.000 348.157 0.262 1.982 0.404 0.564 0.302 0.640 0.381 0.119 6 18 19 17 8.000 308.343 0.259 2.274 0.362 0.685 0.426 0.640 0.463 0.204 7 20 21 19 8.000 300.521 0.239 2.231 0.346 0.688 0.449 0.640 0.465 0.226 8 22 23 21 8.000 328.765 0.018 1.047 0.096 0.692 0.674 0.640 0.468 0.450 9 24 25 23 8.000 381.365 0.010 0.772 0.081 0.568 0.557 0.640 0.384 0.373 10 26 27 28 8.000 387.344 0.010 0.747 0.078 0.561 0.552 0.640 0.379 0.370 11 29 28 19 8.000 329.967 0.017 1.030 0.095 0.687 0.670 0.640 0.465 0.447 12 30 31 32 8.000 122.830 0.005 0.689 0.056 0.647 0.642 0.640 0.437 0.432 13 33 32 34 8.000 369.618 0.013 1.093 0.073 0.857 0.844 0.640 0.579 0.567 14 35 34 36 8.000 229.088 0.017 1.319 0.081 0.975 0.957 0.640 0.659 0.641 15 37 36 38 8.000 128.621 0.020 1.811 0.071 1.455 1.435 0.640 0.984 0.964 16 39 40 41 8.000 229.267 0.004 0.948 0.036 1.176 1.173 0.640 0.795 0.791 17 4 5 3 8.000 192.366 0.011 1.741 0.048 1.805 1.794 0.640 1.220 1.209 18 42 43 41 8.000 168.063 0.120 3.435 0.157 1.672 1.552 0.640 1.130 1.010 19 44 45 43 8.000 210.962 0.120 1.581 0.269 0.559 0.439 0.640 0.378 0.258 20 46 47 45 8.000 132.375 0.088 1.538 0.221 0.608 0.520 0.640 0.411 0.323 21 48 49 47 8.000 194.941 0.070 2.455 0.136 1.301 1.231 0.640 0.880 0.810 22 50 52 51 8.000 213.115 0.189 1.919 0.325 0.611 0.422 0.640 0.413 0.224 23 53 54 52 8.000 295.045 0.037 1.157 0.147 0.586 0.549 0.640 0.396 0.359 24 55 56 54 8.000 209.979 0.017 1.294 0.079 0.968 0.952 0.640 0.654 0.638 25 57 58 56 8.000 303.326 0.013 0.828 0.091 0.566 0.553 0.640 0.383 0.370 26 59 60 58 8.000 280.307 0.006 1.046 0.047 1.092 1.086 0.640 0.738 0.732 27 6 7 5 8.000 359.272 0.006 1.017 0.044 1.109 1.103 0.640 0.750 0.744 28 61 62 52 8.000 352.402 0.151 2.034 0.265 0.726 0.575 0.640 0.490 0.340 29 63 64 62 8.000 367.912 0.143 1.894 0.268 0.671 0.528 0.640 0.453 0.311 30 65 66 64 8.000 237.575 0.135 1.775 0.270 0.626 0.491 0.640 0.423 0.288 31 67 41 66 8.000 23.170 0.124 3.822 0.149 1.917 1.793 0.640 1.296 1.171 32 68 70 69 8.000 240.964 0.004 1.115 0.032 1.514 1.511 0.640 1.024 1.020 33 71 72 73 8.000 247.524 0.008 1.214 0.052 1.196 1.188 0.640 0.809 0.800 34 74 73 75 8.000 261.274 0.011 1.282 0.062 1.123 1.111 0.640 0.759 0.747 35 76 75 77 8.000 273.986 0.014 1.051 0.079 0.785 0.771 0.640 0.530 0.517 36 78 77 54 8.000 302.140 0.017 0.903 0.103 0.572 0.555 0.640 0.387 0.369 37 79 69 66 8.000 261.898 0.008 1.240 0.049 1.268 1.260 0.640 0.857 0.849 38 8 9 7 8.000 72.241 0.003 0.593 0.040 0.691 0.689 0.640 0.467 0.465 39 80 51 38 8.000 230.685 0.193 1.947 0.326 0.619 0.426 0.640 0.418 0.226 40 81 38 21 8.000 403.075 0.218 2.393 0.307 0.786 0.568 0.640 0.531 0.314 Date: Monday, August 17, 2020, Time: 07:02:23, Page 1 Page 722 of 1383 Area 88 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 10 0.500
3 12 0.500 0.000 0.000 0.000
4 14 0.500
5 16 0.500
6 18 0.500 0.000 0.000 0.000
7 20 0.500 0.000 0.000 0.000
8 22 0.500
9 24 0.500
10 26 0.500
11 29 0.500
12 30 0.500
13 33 0.500
14 35 0.500
15 37 0.500
16 39 0.500
17 4 0.500
18 42 0.500 0.000 0.000 0.000
19 44 0.500
20 46 0.500
21 48 0.500 0.000 0.000 0.000
22 50 0.500
23 53 0.500
24 55 0.500
25 57 0.500
26 59 0.500
27 6 0.500
28 61 0.500 0.000 0.000 0.000
29 63 0.500
30 65 0.500
31 67 0.500 0.000 0.000 0.000
32 68 0.500
33 71 0.500
34 74 0.500
35 76 0.500
36 78 0.500
37 79 0.500
38 8 0.500
39 80 0.500
40 81 0.500
Date: Monday, August 17, 2020, Time: 07:02:23, Page 2 Page 723 of 1383 Area 88 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
61 50
80 81
20 18
16 14
12 1
62 52
51 38
21 19
17 15
13 3
2 615
618
621
624
627
630
633
636
639
642
645

0.0 295.8 591.6 887.4 1183.2 1479.0 1774.8 2070.6 2366.4 2662.2 2958.0

Page 724 of 1383 ends

Unincorporated
Rancho Del Monico Rd
S
Starg el n Dr
S
Ashton Dr
Banna Ave
E Dexter St
Rancho La Floresta Rd
Starglen Dr
S Rancho
Del Mon ci o Rd
E Navilla Pl
E Rancho Los Cerritos Rd
Rancho Rio Bonita Rd
S Chaparro Rd
E Puente St
Level St
E Algrove St
6 8
1 12 4
10 3 5
7 11 9
13 CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 89
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 725 of 1383 ends

Unincorporated
Banna Ave
RanchoDel Monico Rd
Rancho La
Carlota Rd
Starglen Dr S Starglen Dr
S Ashton Dr
S Rancho
Del Mon ci o Rd
E Dexter St
Rancho
La
Floresta Rd
E Navilla Pl
E Puente St
E Rancho Los Cerritos Rd
Level St
S Chaparro Rd
Rancho Rio Bonita Rd
E Algrove St

0.113 0.120

0.071

0.060 0.127

0.071

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 89
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 726 of 1383 ends

Area 89 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 208.257 0.039 3.570 0.071 2.853 2.813 0.640 1.928 1.889 2 10 11 9 8.000 301.812 0.018 1.666 0.071 1.329 1.311 0.640 0.899 0.880 3 12 13 3 8.000 221.981 0.007 0.775 0.060 0.694 0.687 0.640 0.469 0.462 4 4 5 3 8.000 201.672 0.032 1.256 0.127 0.694 0.662 0.640 0.469 0.437 5 6 7 5 8.000 83.160 0.025 1.164 0.113 0.695 0.670 0.640 0.470 0.445 6 8 9 7 8.000 87.261 0.024 0.990 0.120 0.568 0.544 0.640 0.384 0.360 Date: Monday, August 17, 2020, Time: 07:12:04, Page 1

Page 727 of 1383 ends

Area 89 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 10 0.500
3 12 0.500
4 4 0.500
5 6 0.500
6 8 0.500
Date: Monday, August 17, 2020, Time: 07:12:04, Page 2

Page 728 of 1383 ends

Area 89 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
10 8
6 4
1 11
9 7
5 3
2 543
547
551
555
559
563
567
571
575
579
583

0.0 88.1 176.2 264.3 352.4 440.5 528.6 616.7 704.8 792.9 881.0

Page 729 of 1383 ends

E Puente St
E Rambling Rd
S S at rg el n Dr
S Ashton Dr
Shouse Ave
Gila Dr
N Muse Dr
Banna Ave
Ranch Rio Bonita Rd
Rancho Del Monico Rd
Rancho La
Floresta Rd
Starglen Dr
S Rancho Del Mon ci o Rd
N Linton Dr
E Puente St
S Glendora Ave
E Dexter St
N
Madill Ave
Squire Dr
N San Joaquin Rd
Rancho Rio Bonita Rd
E Navilla Pl
Wi bl ur Ave
S Wilson Ave
Level St
Rancho La Carlota Rd
S Corrida Dr
S Chaparro Rd
E Algrove St
10 28
23 20
12 6 8
16 30
19 25
15 1 4 32
31 2 3 5
7 9
11 13 14
17 18
21 22
24 29 27
33 CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 90
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 730 of 1383 ends

E Puente St
E Rambling Rd
S S at rg el n Dr
S Ashton Dr
Shouse Ave
Gila Dr
N Muse Dr
Banna Ave
Ranch Rio Bonita Rd
Rancho Del Monico Rd
Rancho La
Floresta Rd
Starglen Dr
S Rancho Del Mon ci o Rd
N Linton Dr
S Glendora Ave
E Dexter St
N
Madill Ave
Squire Dr
N San Joaquin Rd
Rancho Rio Bonita Rd
E Navilla Pl
Wi bl ur Ave
S Wilson Ave
Level St
Rancho La Carlota Rd
S Corrida Dr
S Chaparro Rd
E Algrove St
0 0. 88

0.130

0.039

0.037

0.056
0 0. 92 0.108

0.044

0.168

0.054

0.110

0.078

0.051 0.048 0.090

0.088

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 90
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 731 of 1383 ends

Area 90 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 296.594 0.005 0.820 0.051 0.815 0.809 0.640 0.551 0.545 2 10 9 11 8.000 148.276 0.060 4.018 0.088 2.808 2.747 0.640 1.898 1.837 3 12 13 14 8.000 225.811 0.007 0.895 0.056 0.839 0.832 0.640 0.567 0.560 4 15 14 9 8.000 294.392 0.013 1.041 0.078 0.784 0.770 0.640 0.530 0.516 5 16 17 18 8.000 234.504 0.006 1.105 0.044 1.207 1.201 0.640 0.816 0.810 6 19 18 7 8.000 285.941 0.011 1.588 0.054 1.526 1.515 0.640 1.032 1.020 7 20 21 22 8.000 159.659 0.006 1.471 0.037 1.808 1.802 0.640 1.222 1.216 8 23 24 22 8.000 211.748 0.004 0.770 0.039 0.903 0.900 0.640 0.610 0.607 9 25 27 26 8.000 340.031 0.081 3.862 0.110 2.340 2.259 0.640 1.582 1.501 10 28 29 27 8.000 150.397 0.064 2.398 0.130 1.309 1.245 0.640 0.885 0.821 11 30 11 29 8.000 280.521 0.063 1.623 0.168 0.757 0.694 0.640 0.512 0.449 12 31 22 27 8.000 316.906 0.016 1.074 0.088 0.748 0.732 0.640 0.506 0.490 13 32 33 5 8.000 319.526 0.019 1.218 0.090 0.836 0.817 0.640 0.565 0.546 14 4 3 5 8.000 294.893 0.012 1.951 0.048 2.016 2.004 0.640 1.363 1.351 15 6 5 7 8.000 236.412 0.031 1.919 0.092 1.299 1.268 0.640 0.878 0.847 16 8 7 9 8.000 270.365 0.047 2.336 0.108 1.436 1.389 0.640 0.971 0.923 Date: Sunday, August 16, 2020, Time: 19:34:42, Page 1 Page 732 of 1383 Area 90 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 10 0.500 0.000 0.000 0.000
3 12 0.500
4 15 0.500
5 16 0.500
6 19 0.500
7 20 0.500
8 23 0.500
9 25 0.500 0.000 0.000 0.000
10 28 0.500 0.000 0.000 0.000
11 30 0.500
12 31 0.500
13 32 0.500
14 4 0.500
15 6 0.500
16 8 0.500
Date: Sunday, August 16, 2020, Time: 19:34:42, Page 2 Page 733 of 1383 Area 90 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
12 15
10 30
28 25
13 14
9 11
29 27
26 535.0
540.7
546.4
552.1
557.8
563.5
569.2
574.9
580.6
586.3
592.0

0.0 143.8 287.6 431.4 575.2 719.0 862.8 1006.6 1150.4 1294.2 1438.0

Page 734 of 1383 ends

Unincorporated
West Covina
Unincorporated
Unincorporated
Unincorporated
E Workman St
E Puente St
E Workman
Ave
Workman Ave
Hef nf er Hill Rd
S Chaparro Rd
E Ranchcreek Rd
E Rowland St
Level St
N De Lay Ave
Peachtree Ln
S Grand Ave
N Barranca St
S Forest
Hills Dr
E Navilla Pl
E Covina Hills Rd
S Farber Ave
E Navilla Pl
N Muse Dr
S Grandview
Ave
E Walnut Creek Rd
E Dexter St
E Algrove St
S Kendall Wy
S Baranca Ave
Mon et V si at Ave
Prospero Dr
N Grand Ave
Solano Pl
S Oak Tree Dr
S ForestdaleAve
N Linton Dr
S Heffner Hill Rd
E Thelborn St
S Midhurst Dr
E Rambling Rd
S Shadyglen Dr
San Joaqu ni Rd
E Alisal St
S Prospero Dr
Oak Canyon Rd
S Glendora Ave
Rancho Sinaloa Dr
S Barranca St
E Workman Ln
Knollcrest Dr
N Madill Ave
Grand Ave
N Grand Ave
E Level St Nearg el n Ave
N San Joaquin Rd
Danehurst Ave
S Corrida Dr
E Casad Ave
Level St Lowell St
S Vec ni o Dr
S Grand Ave
E Swanee Ln
S New ot n St
E Dexter St
E Deepview Dr
Dawn
Fairwa
Ridge Wy
y Ln
Br ai rgate Ln
Squire Dr
Calmgrove Ave
S De Lay Ave
DeepviewLn
La Serena Dr
Shadyg el n Dr
Bender Ave
Rancho El Fuerte Dr
N Westr di ge Ave
Meadowwood Dr
E Dexter St
Camellia Dr
Orangewood Dr
188
190
183
197
201
1 191
3 78
84 61
139
164 162
199
153
167
175
141
42 56
90 179
98 156
109
38 105
9 170
22 48
178
174
118
129
24 125 122
40 121
76 149
46 145
20 26
171
112
114 82
28 106
87 110
101
34 63
71 143
102
80 93
88 64
97 54
59 95
32 52
116
182
67 50
158
30 160
133
166
36 148
4 135
193
195
189
137
152
15 6
73 186 185
126
69 131
11 44
2 3
5 7
8 10 12
14 16
18 21 23 25
27 29
31 33 35
37 39
41 43 45 47
49 51 53 55
58 57
62 60
66 65 70 68 72
74 75
77 79 81
83 89 86 85
94 92 91
96 100 99
104 103
107
108
111
113
115 117
120 119
124 123
127
128
130
132
134 136 138
140
142
144 146
147
150
151
154
155
159 157 161 163
165
168
169
172
173
176
177
180
181
184 187
194
196 198
200

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 91
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 735 of 1383 ends

0.174

0.095

0.518

0.208

0.229

0.118

0.243

0.041

0.063

0.263

0.199

0.161 0.156

0.216
0 0. 52

0.050

0.094

0.121

0.035
0 0. 91

0.040

0.065

0.212

0.187

0.053

0.092

0.057

0.048

0.091

0.057

0.049

0.044

0.050

0.040

0.050 0.041

0.083

0.055

0.189

0.048

0.092

0.050

0.120

0.090
0 0. 43

0.089

0.045 0.303

0.068 0.207

0.170
0 1. 13

0.051

0.301

0.266

0.295

0.045

0.039

0.313

0.080

0.038

0.032
0 1. 31

0.034

0.205 0 0. 95

0.312

0.045

0.032

0.096

0.042

0.076

0.104
0 3. 16

0.135

0.177

0.182

0.268

0.068

0.015

0.052

0.166

0.048

0.366

0.150

0.065

0.000

0.077

0.199 0.290 0.287

0.063

0.250

0.218

0.621

0.089

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 91
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 736 of 1383 ends

Area 91 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 44.302 0.537 2.945 0.518 0.750 0.213 0.640 0.507 -0.030 2 101 100 96 8.000 203.347 0.008 1.247 0.051 1.232 1.223 0.640 0.832 0.824 3 102 103 104 8.000 229.123 0.005 1.039 0.039 1.226 1.222 0.640 0.829 0.824 4 105 104 81 8.000 179.667 0.009 1.240 0.053 1.204 1.195 0.640 0.814 0.805 5 106 107 108 8.000 213.212 0.169 3.222 0.207 1.324 1.155 0.640 0.895 0.726 6 109 108 83 8.000 200.882 0.172 3.181 0.212 1.290 1.118 0.640 0.872 0.700 7 11 10 12 8.000 361.237 0.530 2.327 0.621 0.554 0.023 0.640 0.374 -0.156 8 110 111 83 8.000 238.145 0.029 1.321 0.113 0.788 0.759 0.640 0.533 0.504 9 112 113 111 8.000 251.258 0.018 1.158 0.089 0.804 0.786 0.640 0.543 0.526 10 114 115 113 8.000 200.978 0.005 0.895 0.045 0.963 0.958 0.640 0.651 0.646 11 116 117 115 8.000 257.031 0.003 0.820 0.032 1.110 1.107 0.640 0.750 0.747 12 118 119 120 8.000 210.311 0.007 1.255 0.044 1.378 1.371 0.640 0.931 0.925 13 121 120 113 8.000 201.363 0.010 1.348 0.055 1.271 1.261 0.640 0.859 0.849 14 122 123 124 8.000 221.051 0.005 1.036 0.041 1.178 1.173 0.640 0.796 0.791 15 125 124 111 8.000 197.783 0.008 1.263 0.050 1.262 1.253 0.640 0.853 0.845 16 126 128 127 8.000 300.815 0.014 1.500 0.063 1.303 1.290 0.640 0.881 0.867 17 129 130 128 8.000 257.404 0.006 0.896 0.050 0.897 0.891 0.640 0.607 0.601 18 13 14 10 8.000 75.458 0.025 1.082 0.118 0.628 0.603 0.640 0.424 0.399 19 131 127 132 8.000 317.860 0.134 2.379 0.218 0.949 0.815 0.640 0.641 0.507 20 133 134 127 8.000 299.749 0.110 2.627 0.177 1.185 1.075 0.640 0.801 0.691 21 135 136 134 8.000 272.440 0.090 2.382 0.166 1.119 1.029 0.640 0.757 0.666 22 137 138 136 8.000 322.370 0.072 2.208 0.150 1.105 1.033 0.640 0.747 0.675 23 139 140 138 8.000 138.669 0.066 1.342 0.199 0.564 0.498 0.640 0.382 0.315 24 141 142 140 8.000 207.579 0.009 1.367 0.050 1.367 1.358 0.640 0.924 0.915 25 143 144 142 8.000 238.801 0.006 1.146 0.045 1.241 1.235 0.640 0.839 0.833 26 145 146 147 8.000 291.774 0.007 1.151 0.050 1.160 1.153 0.640 0.784 0.777 27 148 147 136 8.000 267.014 0.015 1.433 0.068 1.176 1.162 0.640 0.795 0.780 28 149 150 151 8.000 254.537 0.006 0.904 0.048 0.928 0.923 0.640 0.627 0.622 29 15 16 5 8.000 338.355 0.000 0.000 0.000 1.313 0.000 0.640 0.887 0.000 30 152 151 134 8.000 296.523 0.013 1.341 0.065 1.138 1.125 0.640 0.769 0.756 31 153 154 155 8.000 173.733 0.006 0.913 0.052 0.897 0.891 0.640 0.606 0.600 32 156 155 157 8.000 209.117 0.010 1.061 0.065 0.898 0.888 0.640 0.607 0.597 33 158 157 159 8.000 297.368 0.017 0.902 0.104 0.567 0.550 0.640 0.383 0.366 34 160 159 161 8.000 300.025 0.030 1.062 0.135 0.567 0.537 0.640 0.383 0.353 35 162 161 163 8.000 140.966 0.040 1.158 0.156 0.565 0.525 0.640 0.382 0.342 36 164 163 165 8.000 160.285 0.043 1.184 0.161 0.566 0.523 0.640 0.383 0.340 37 166 165 140 8.000 303.110 0.056 1.277 0.182 0.566 0.511 0.640 0.383 0.327 38 167 168 169 8.000 175.688 0.006 0.895 0.050 0.897 0.891 0.640 0.606 0.600 39 17 18 19 8.000 23.836 0.166 2.155 0.272 0.757 0.591 0.640 0.512 0.346 40 170 169 165 8.000 191.076 0.008 0.974 0.057 0.896 0.888 0.640 0.606 0.598 41 171 172 173 8.000 227.566 0.006 1.091 0.043 1.210 1.205 0.640 0.818 0.812 42 174 173 161 8.000 224.317 0.008 1.197 0.049 1.218 1.210 0.640 0.823 0.815 43 175 176 177 8.000 185.751 0.006 0.898 0.050 0.897 0.891 0.640 0.606 0.600 44 178 177 159 8.000 200.119 0.008 0.976 0.057 0.896 0.888 0.640 0.606 0.598 Date: Sunday, August 16, 2020, Time: 19:22:05, Page 1 Page 737 of 1383 Area 91 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
45 179 180 181 8.000 196.387 0.019 1.239 0.091 0.848 0.829 0.640 0.573 0.554 46 182 181 132 8.000 267.300 0.023 1.333 0.096 0.882 0.860 0.640 0.596 0.574 47 183 74 184 8.000 19.126 0.052 3.103 0.095 2.070 2.018 0.640 1.399 1.347 48 185 72 184 8.000 357.700 0.234 2.830 0.287 0.965 0.731 0.640 0.653 0.418 49 186 184 187 8.000 342.279 0.288 3.421 0.290 1.160 0.872 0.640 0.784 0.496 50 188 187 19 8.000 26.834 0.288 7.063 0.174 3.223 2.935 0.640 2.178 1.891 51 189 19 10 8.000 333.050 0.480 4.156 0.366 1.244 0.764 0.640 0.841 0.361 52 190 12 3 8.000 13.897 0.536 6.269 0.294 2.110 1.573 0.640 1.426 0.890 53 191 2 192 8.000 81.423 0.537 8.194 0.243 3.069 2.532 0.640 2.075 1.538 54 193 194 79 8.000 287.251 0.008 1.178 0.052 1.161 1.153 0.640 0.785 0.777 55 195 196 85 8.000 291.355 0.008 1.308 0.048 1.344 1.336 0.640 0.908 0.900 56 197 198 107 8.000 75.301 0.164 3.107 0.208 1.273 1.110 0.640 0.861 0.697 57 199 200 198 8.000 149.380 0.157 2.825 0.216 1.134 0.977 0.640 0.766 0.610 58 20 21 19 8.000 207.330 0.025 1.055 0.120 0.607 0.582 0.640 0.410 0.385 59 201 132 200 8.000 82.540 0.157 2.596 0.229 1.006 0.849 0.640 0.680 0.523 60 22 23 21 8.000 188.639 0.008 1.348 0.048 1.389 1.381 0.640 0.939 0.930 61 24 25 23 8.000 195.930 0.006 1.177 0.040 1.358 1.353 0.640 0.918 0.912 62 26 27 21 8.000 235.042 0.013 0.831 0.090 0.573 0.560 0.640 0.387 0.374 63 28 29 27 8.000 283.128 0.010 0.976 0.068 0.801 0.791 0.640 0.541 0.531 64 30 31 18 8.000 350.334 0.166 1.751 0.316 0.567 0.401 0.640 0.383 0.217 65 32 33 31 8.000 245.581 0.161 1.731 0.312 0.563 0.402 0.640 0.381 0.220 66 34 35 33 8.000 256.633 0.156 1.765 0.301 0.587 0.431 0.640 0.397 0.241 67 36 37 35 8.000 235.795 0.120 1.597 0.268 0.566 0.446 0.640 0.382 0.262 68 38 39 37 8.000 261.185 0.115 2.546 0.187 1.113 0.999 0.640 0.753 0.638 69 4 5 3 8.000 320.354 0.001 0.557 0.015 1.214 1.214 0.640 0.821 0.820 70 40 41 35 8.000 241.393 0.033 2.352 0.083 1.700 1.667 0.640 1.149 1.116 71 42 43 41 8.000 251.738 0.027 1.612 0.094 1.076 1.049 0.640 0.727 0.701 72 44 45 43 8.000 267.467 0.024 1.545 0.089 1.074 1.050 0.640 0.726 0.702 73 46 47 45 8.000 273.578 0.017 1.025 0.092 0.694 0.677 0.640 0.469 0.452 74 48 49 47 8.000 232.644 0.013 0.827 0.091 0.567 0.554 0.640 0.383 0.370 75 50 51 49 8.000 257.520 0.009 0.738 0.076 0.567 0.558 0.640 0.383 0.374 76 52 53 51 8.000 287.799 0.006 1.114 0.045 1.202 1.196 0.640 0.813 0.807 77 54 55 53 8.000 281.587 0.003 0.814 0.034 1.062 1.059 0.640 0.718 0.715 78 56 57 58 8.000 140.955 0.049 2.032 0.121 1.160 1.111 0.640 0.784 0.735 79 59 58 60 8.000 266.655 0.111 2.162 0.205 0.895 0.784 0.640 0.605 0.494 80 6 7 8 8.000 271.149 0.010 0.809 0.077 0.613 0.603 0.640 0.415 0.405 81 61 60 62 8.000 172.431 0.111 1.514 0.263 0.542 0.431 0.640 0.366 0.255 82 63 62 39 8.000 288.753 0.115 1.541 0.266 0.548 0.433 0.640 0.370 0.256 83 64 65 66 8.000 262.711 0.002 0.747 0.032 1.011 1.008 0.640 0.683 0.681 84 67 66 68 8.000 289.357 0.005 0.989 0.042 1.118 1.113 0.640 0.755 0.751 85 69 68 70 8.000 342.740 0.226 3.300 0.250 1.215 0.989 0.640 0.821 0.596 86 71 70 72 8.000 229.073 0.234 2.721 0.295 0.914 0.679 0.640 0.617 0.383 87 73 75 74 8.000 330.746 0.051 1.045 0.199 0.441 0.389 0.640 0.298 0.246 88 76 77 75 8.000 204.005 0.049 1.062 0.189 0.461 0.412 0.640 0.312 0.263 Date: Sunday, August 16, 2020, Time: 19:22:05, Page 2 Page 738 of 1383 Area 91 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
89 78 79 77 8.000 100.450 0.010 1.946 0.041 2.219 2.210 0.640 1.500 1.491 90 80 81 68 8.000 245.014 0.213 2.276 0.313 0.740 0.527 0.640 0.500 0.288 91 82 83 81 8.000 252.741 0.202 2.271 0.303 0.752 0.550 0.640 0.508 0.306 92 84 85 86 8.000 96.346 0.009 0.959 0.063 0.827 0.818 0.640 0.559 0.550 93 87 86 77 8.000 230.821 0.037 0.946 0.170 0.437 0.400 0.640 0.296 0.258 94 88 89 29 8.000 230.350 0.005 1.117 0.038 1.340 1.335 0.640 0.906 0.901 95 9 8 10 8.000 204.854 0.014 0.837 0.092 0.567 0.554 0.640 0.383 0.370 96 90 91 92 8.000 142.125 0.005 1.410 0.035 1.784 1.778 0.640 1.206 1.200 97 93 92 94 8.000 203.347 0.010 0.766 0.080 0.569 0.559 0.640 0.385 0.375 98 95 94 96 8.000 266.502 0.014 0.851 0.095 0.565 0.551 0.640 0.382 0.368 99 97 96 86 8.000 255.751 0.026 0.978 0.131 0.532 0.505 0.640 0.359 0.333 100 98 99 100 8.000 184.354 0.005 1.126 0.040 1.309 1.303 0.640 0.885 0.879 Date: Sunday, August 16, 2020, Time: 19:22:05, Page 3 Page 739 of 1383 Area 91 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 101 0.500
3 102 0.500
4 105 0.500
5 106 0.500 0.000 0.000 0.000
6 109 0.500 0.000 0.000 0.000
7 11 0.500 0.000 0.000 0.000
8 110 0.500
9 112 0.500
10 114 0.500
11 116 0.500
12 118 0.500
13 121 0.500
14 122 0.500
15 125 0.500
16 126 0.500
17 129 0.500
18 13 0.500
19 131 0.500 0.000 0.000 0.000
20 133 0.500 0.000 0.000 0.000
21 135 0.500 0.000 0.000 0.000
22 137 0.500 0.000 0.000 0.000
23 139 0.500
24 141 0.500
25 143 0.500
26 145 0.500
27 148 0.500
28 149 0.500
29 15 0.500 0.000 0.000 0.000
30 152 0.500
31 153 0.500
32 156 0.500
33 158 0.500
34 160 0.500
35 162 0.500
36 164 0.500
37 166 0.500
38 167 0.500
39 17 0.500 0.000 0.000 0.000
40 170 0.500
41 171 0.500
42 174 0.500
43 175 0.500
44 178 0.500
Date: Sunday, August 16, 2020, Time: 19:22:05, Page 4 Page 740 of 1383 Area 91 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
45 179 0.500
46 182 0.500
47 183 0.500 0.000 0.000 0.000
48 185 0.500 0.000 0.000 0.000
49 186 0.500 0.000 0.000 0.000
50 188 0.500 0.000 0.000 0.000
51 189 0.500 0.000 0.000 0.000
52 190 0.500 0.000 0.000 0.000
53 191 0.500 0.000 0.000 0.000
54 193 0.500
55 195 0.500
56 197 0.500 0.000 0.000 0.000
57 199 0.500 0.000 0.000 0.000
58 20 0.500
59 201 0.500 0.000 0.000 0.000
60 22 0.500
61 24 0.500
62 26 0.500
63 28 0.500
64 30 0.500
65 32 0.500
66 34 0.500
67 36 0.500
68 38 0.500 0.000 0.000 0.000
69 4 0.500
70 40 0.500 0.000 0.000 0.000
71 42 0.500
72 44 0.500
73 46 0.500
74 48 0.500
75 50 0.500
76 52 0.500
77 54 0.500
78 56 0.500 0.000 0.000 0.000
79 59 0.500 0.000 0.000 0.000
80 6 0.500
81 61 0.500
82 63 0.500
83 64 0.500
84 67 0.500
85 69 0.500 0.000 0.000 0.000
86 71 0.500 0.000 0.000 0.000
87 73 0.500
88 76 0.500
Date: Sunday, August 16, 2020, Time: 19:22:05, Page 5 Page 741 of 1383 Area 91 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
89 78 0.500
90 80 0.500 0.000 0.000 0.000
91 82 0.500 0.000 0.000 0.000
92 84 0.500
93 87 0.500
94 88 0.500
95 9 0.500
96 90 0.500
97 93 0.500
98 95 0.500
99 97 0.500
100 98 0.500
Date: Sunday, August 16, 2020, Time: 19:22:05, Page 6 Page 742 of 1383 Area 91 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
88 28
26 20
189
11 190
1 191
89 29
27 21
19 10
12 3
2 192
519.0
522.8
526.6
530.4
534.2
538.0
541.8
545.6
549.4
553.2
557.0

0.0 178.9 357.8 536.7 715.6 894.5 1073.4 1252.3 1431.2 1610.1 1789.0

Page 743 of 1383 ends

Unincorporated
Monte Vista Ave
E Rowland St
E Algrove St
E Navilla Pl
E Puente St
S
Prospero Dr
E Level St
S
Baranca Ave
E Casad Ave
S Grandview Ave
Prospero Dr
S
Forestda el Ave
S
Kendall Wy
E Alisal St
E Swanee Ln
S
Vec ni o Dr
Lowell St
S
Newton St
E Dexter St
La Serena Dr
12 16
8 15
1 4 6 10
18 20
3 5 7 9 11
14 13 17
21 19

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 92
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 744 of 1383 ends

0.060

0.064

0.067

0.073

0.109 0.108 0.084 0.039

0.074

0.073

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 92
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 745 of 1383 ends

Area 92 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 292.066 0.046 2.232 0.109 1.365 1.319 0.640 0.922 0.877 2 10 11 9 8.000 264.547 0.005 1.165 0.039 1.367 1.361 0.640 0.924 0.918 3 12 13 14 8.000 131.733 0.005 0.635 0.060 0.568 0.563 0.640 0.384 0.379 4 15 14 9 8.000 240.460 0.008 0.718 0.073 0.566 0.558 0.640 0.383 0.375 5 16 17 7 8.000 219.664 0.006 0.661 0.064 0.567 0.561 0.640 0.383 0.377 6 18 19 5 8.000 410.739 0.008 0.725 0.074 0.566 0.558 0.640 0.383 0.374 7 20 21 3 8.000 394.372 0.008 0.723 0.073 0.567 0.559 0.640 0.383 0.375 8 4 5 3 8.000 261.893 0.035 1.729 0.108 1.061 1.026 0.640 0.717 0.682 9 6 7 5 8.000 242.814 0.025 1.733 0.084 1.243 1.218 0.640 0.840 0.816 10 8 9 7 8.000 263.611 0.016 1.542 0.067 1.282 1.266 0.640 0.866 0.851 Date: Sunday, August 16, 2020, Time: 19:04:00, Page 1 Page 746 of 1383 Area 92 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 10 0.500
3 12 0.500
4 15 0.500
5 16 0.500
6 18 0.500
7 20 0.500
8 4 0.500
9 6 0.500
10 8 0.500
Date: Sunday, August 16, 2020, Time: 19:04:00, Page 2 Page 747 of 1383 Area 92 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
12 15
8 6
4 1
13 14
9 7
5 3
2 523.0
526.2
529.4
532.6
535.8
539.0
542.2
545.4
548.6
551.8
555.0

0.0 143.2 286.4 429.6 572.8 716.0 859.2 1002.4 1145.6 1288.8 1432.0

Page 748 of 1383 ends

West Covina
E Workman St
E Workman Ave
P
e
a
c
htre
e
L
n
E Rowland St
S
B
arra
n
c
a
St
N
B
arra
n
c
a
St S
B
ara
n
c
a
A
ve
L
a
S
ere
n
a
Dr
S
Pro
sp
ero
Dr
Camellia Dr
E Workman Ln
Br ai rg
ate
L
n
Orangewood Dr
E Thelborn St
6 5 4 3 1 2

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 93
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 749 of 1383 ends

0.053 0.064 0.046

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 93
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 750 of 1383 ends

Area 93 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 169.710 0.006 1.077 0.046 1.149 1.143 0.640 0.777 0.771 2 4 3 5 8.000 214.314 0.013 1.337 0.064 1.147 1.134 0.640 0.775 0.763 3 6 5 7 8.000 218.666 0.017 2.310 0.053 2.226 2.210 0.640 1.505 1.488 Date: Sunday, August 16, 2020, Time: 19:54:15, Page 1

Page 751 of 1383 ends

Area 93 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 4 0.500
3 6 0.500
Date: Sunday, August 16, 2020, Time: 19:54:15, Page 2

Page 752 of 1383 ends

Area 93 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
1 4
6 2
3 5
7 519.0
521.9
524.8
527.7
530.6
533.5
536.4
539.3
542.2
545.1
548.0

0.0 60.2 120.4 180.6 240.8 301.0 361.2 421.4 481.6 541.8 602.0

Page 753 of 1383 ends

West Covina
S Prospero Dr
E Workman St
E Workman Ave
E Rowland St
E Workman Ln
E Eastland Center Dr
Peachtree Ln
E Garvey Ave N
S San
Jose Ave
S Baranca Ave
La Serena Dr
N Barranca St
S Barranca St
E Swanee
Ln
S Vec ni o Dr
Br ai rga et Ln
E Thelborn St
Camellia Dr
Orangewood Dr
6 4
1 2
3 5

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 94
LEGEND
Manhole
System Outlet
Santary Sewer
LACSD Sewer Main
Covina City Boundary

Page 754 of 1383 ends

0.065

0.043

0.050

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 94
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 755 of 1383 ends

Area 94 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 175.534 0.004 0.562 0.050 0.567 0.563 0.640 0.383 0.379 2 4 5 3 8.000 141.199 0.003 0.514 0.043 0.567 0.564 0.640 0.383 0.381 3 6 3 7 8.000 28.774 0.006 0.656 0.065 0.554 0.548 0.640 0.375 0.368 Date: Sunday, August 23, 2020, Time: 19:25:54, Page 1

Page 756 of 1383 ends

Area 94 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio Replacement Cost($)
Parallel Diameter/Depth
(in)
Parallel Velocity
(ft/s) Parallel d/D Ratio
1 1 0.500
2 4 0.500
3 6 0.500
Date: Sunday, August 23, 2020, Time: 19:25:54, Page 2

Page 757 of 1383 ends

Area 94 Output
ID Parallel Cost
($)
1 1
2 4
3 6
Date: Sunday, August 23, 2020, Time: 19:25:54, Page 3

Page 758 of 1383 ends

Area 94 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
4 6
5 3
7 542.0
543.2
544.4
545.6
546.8
548.0
549.2
550.4
551.6
552.8
554.0
0 17 34 51 68 85 102 119 136 153 170

Page 759 of 1383 ends

West Covina
Unincorporated
E Garvey Ave N
E Work man St E Workman Ave
Workman Ave
E Eastland
Center Dr
Garvey Ave
San Bernardino Frwy Interstate 10
N Grand Ave
E Rowland St
Barranca St
S Grand Ave
GrandAve
Peachtree Ln
E Covina
Hills Rd
E Navilla Pl
Fairway Ln
S Baranca Ave
E Garvey Ave S
S Forestda el Ave
N De Lay Ave
S Oak Tree Dr
E Thelborn St
S Grand Ave
S Prospero Dr
E Holt Ave
N Barranca St
S Barranca St
E Work man Ln
E Casad Ave
Drycreek Rd
S Vec ni o Dr
E Swanee Ln
Br ai rgate Ln
S De Lay Ave
La Serena Dr
N Fairway Ln
Camellia Dr
Orangewood Dr
67 68
32 45
51 66
61 41
53 22
49 34
47 64
43 4
37 6
15 8 10
26 59
12 58
24 39
1 17 71
56 18 20
2 3
5 7 9 11
13 14
16 19 21 23
25 27 33
35 36
38 40
42 44
46 48
50 52
57 55 54
60 62 63
65 70
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ

Page 760 of 1383 ends

0.259

0.253

0.153

0.030

0.045
0 1. 44

0.254

0.076

0.033

0.038

0.040

0.138

0.048

0.136

0.060
0 1. 25

0.08 0
6 1. 20
0 0. 99

0.1 0.079 18

0.174
0 2. 21

0.087 0.068

0.185

0.093

0.185 0.216 0.205

0.060

0.076 0.065
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ

Page 761 of 1383 ends

Area 95 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 324.150 0.186 4.195 0.185 1.847 1.660 0.640 1.248 1.062 2 10 11 9 8.000 310.799 0.023 1.809 0.079 1.355 1.331 0.640 0.916 0.892 3 12 13 14 8.000 304.189 0.022 1.504 0.087 1.057 1.035 0.640 0.714 0.692 4 15 14 16 8.000 238.536 0.027 1.499 0.099 0.969 0.942 0.640 0.655 0.628 5 17 16 3 8.000 327.743 0.146 2.638 0.216 1.058 0.912 0.640 0.715 0.569 6 18 19 11 8.000 352.990 0.018 1.461 0.076 1.119 1.101 0.640 0.756 0.738 7 20 21 19 8.000 368.449 0.011 1.134 0.065 0.965 0.954 0.640 0.652 0.641 8 22 23 21 8.000 119.810 0.004 0.968 0.038 1.164 1.160 0.640 0.787 0.782 9 24 25 16 8.000 306.888 0.119 2.682 0.185 1.179 1.060 0.640 0.797 0.678 10 26 27 25 8.000 314.387 0.118 2.878 0.174 1.311 1.194 0.640 0.886 0.769 11 32 33 70 8.000 62.166 0.035 1.053 0.153 0.521 0.485 0.640 0.352 0.317 12 34 36 35 8.000 121.601 0.033 1.123 0.138 0.592 0.559 0.640 0.400 0.367 13 37 38 36 8.000 213.252 0.029 2.006 0.086 1.417 1.388 0.640 0.958 0.928 14 39 40 38 8.000 350.555 0.020 1.204 0.093 0.810 0.790 0.640 0.547 0.527 15 4 5 3 8.000 242.959 0.039 1.547 0.125 0.864 0.825 0.640 0.584 0.545 16 41 42 40 8.000 115.851 0.015 1.201 0.076 0.920 0.905 0.640 0.622 0.607 17 43 44 42 8.000 249.290 0.009 1.083 0.060 0.968 0.959 0.640 0.655 0.645 18 45 46 44 8.000 89.570 0.002 0.668 0.030 0.937 0.935 0.640 0.634 0.632 19 47 48 44 8.000 153.886 0.004 0.571 0.048 0.587 0.583 0.640 0.397 0.393 20 49 50 42 8.000 136.789 0.003 0.713 0.040 0.825 0.822 0.640 0.558 0.555 21 51 52 38 8.000 70.065 0.003 0.541 0.045 0.586 0.583 0.640 0.396 0.393 22 53 54 55 8.000 121.393 0.004 1.122 0.033 1.484 1.480 0.640 1.003 0.999 23 56 55 57 8.000 350.264 0.011 1.246 0.060 1.116 1.105 0.640 0.754 0.744 24 58 57 13 8.000 310.187 0.016 1.537 0.068 1.263 1.247 0.640 0.854 0.838 25 59 60 2 8.000 338.802 0.186 3.239 0.221 1.282 1.096 0.640 0.866 0.681 26 6 7 5 8.000 240.912 0.034 1.430 0.120 0.823 0.789 0.640 0.556 0.522 27 61 63 62 8.000 90.047 0.171 2.453 0.254 0.896 0.725 0.640 0.606 0.434 28 64 35 65 8.000 159.532 0.033 1.156 0.136 0.615 0.582 0.640 0.415 0.383 29 66 65 33 8.000 101.974 0.035 1.121 0.144 0.575 0.541 0.640 0.389 0.354 30 67 62 60 8.000 43.549 0.171 2.381 0.259 0.859 0.688 0.640 0.581 0.409 31 68 2 69 8.000 52.468 0.372 5.349 0.253 1.956 1.584 0.640 1.322 0.950 32 71 70 27 8.000 347.427 0.115 2.234 0.205 0.925 0.810 0.640 0.625 0.510 33 8 9 7 8.000 253.368 0.028 1.194 0.118 0.692 0.664 0.640 0.468 0.440 Date: Sunday, August 16, 2020, Time: 19:43:39, Page 1 Page 762 of 1383 Area 95 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500 0.000 0.000 0.000
2 10 0.500
3 12 0.500
4 15 0.500
5 17 0.500 0.000 0.000 0.000
6 18 0.500
7 20 0.500
8 22 0.500
9 24 0.500 0.000 0.000 0.000
10 26 0.500 0.000 0.000 0.000
11 32 0.500
12 34 0.500
13 37 0.500 0.000 0.000 0.000
14 39 0.500
15 4 0.500
16 41 0.500
17 43 0.500
18 45 0.500
19 47 0.500
20 49 0.500
21 51 0.500
22 53 0.500
23 56 0.500
24 58 0.500
25 59 0.500 0.000 0.000 0.000
26 6 0.500
27 61 0.500 0.000 0.000 0.000
28 64 0.500
29 66 0.500
30 67 0.500 0.000 0.000 0.000
31 68 0.500 0.000 0.000 0.000
32 71 0.500 0.000 0.000 0.000
33 8 0.500
Date: Sunday, August 16, 2020, Time: 19:43:39, Page 2 Page 763 of 1383 Area 95 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
34 64
66 32
71 26
24 17
1 68
36 35
65 33
70 27
25 16
3 2
69 515.0
520.3
525.6
530.9
536.2
541.5
546.8
552.1
557.4
562.7
568.0

0.0 211.8 423.6 635.4 847.2 1059.0 1270.8 1482.6 1694.4 1906.2 2118.0

Page 764 of 1383 ends

West Covina
Unincorporated
Peachtree Ln
E Holt Ave
San Bernardino Frwy Interstate 10
E Workman Ln
E Workman St
Springcreek Dr
E Garvey Ave N
N Fairway Ln
S Oak Tree Dr
Drycreek Rd
E Garvey Ave S
Camellia Dr
Orangewood Dr
11 7
13 9
1 4
15 17
19 6 5 21 23 3 8
10 12
14 16 18
20 22
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ

Page 765 of 1383 ends

0.104

0.075

0.063

0.110

0.186

0.205

0.083

0.095

0.071

0.206 0.106
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ

Page 766 of 1383 ends

Area 97 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 3 2 8.000 63.330 0.071 1.585 0.186 0.694 0.623 0.640 0.469 0.398 2 11 12 10 8.000 103.000 0.061 3.145 0.104 1.971 1.910 0.640 1.332 1.271 3 13 14 12 8.000 80.110 0.029 3.088 0.063 2.659 2.630 0.640 1.797 1.768 4 15 16 14 8.000 198.200 0.026 1.853 0.083 1.341 1.316 0.640 0.907 0.881 5 17 18 16 8.000 173.330 0.017 1.041 0.095 0.694 0.677 0.640 0.469 0.452 6 19 20 12 8.000 168.000 0.027 2.503 0.071 2.004 1.977 0.640 1.355 1.327 7 21 5 22 8.000 347.500 0.071 1.372 0.206 0.567 0.496 0.640 0.383 0.312 8 23 22 3 8.000 135.200 0.071 3.613 0.106 2.246 2.175 0.640 1.518 1.447 9 4 6 5 8.000 248.923 0.071 1.372 0.205 0.568 0.498 0.640 0.384 0.313 10 7 8 6 8.000 56.000 0.070 5.862 0.075 4.516 4.446 0.640 3.053 2.982 11 9 10 8 8.000 97.998 0.068 3.298 0.110 2.004 1.936 0.640 1.355 1.286 Date: Monday, August 17, 2020, Time: 10:40:46, Page 1

Page 767 of 1383 ends

Area 97 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 1 0.500
2 11 0.500 0.000 0.000 0.000
3 13 0.500 0.000 0.000 0.000
4 15 0.500
5 17 0.500
6 19 0.500 0.000 0.000 0.000
7 21 0.500
8 23 0.500 0.000 0.000 0.000
9 4 0.500
10 7 0.500 0.000 0.000 0.000
11 9 0.500
Date: Monday, August 17, 2020, Time: 10:40:47, Page 2

Page 768 of 1383 ends

Area 97 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
11 9
7 4
21 23
1 12
10 8
6 5
22 3
2 487.0
491.9
496.8
501.7
506.6
511.5
516.4
521.3
526.2
531.1
536.0
0 105 210 315 420 525 630 735 840 945 1050

Page 769 of 1383 ends

Unincorporated
Unincorporated
E Rambling
Rd
Ra
n
c
h
o
Del Monico Rd
Gila
Dr
Squire Dr
S
h
o
use
A
ve
B
a
n
n
a
A
ve
Ranch Rio Bonita Rd
Rancho Rio Bonita Rd
Stargle
n
Dr
S Rancho
Del Mon
ci o
Rd
E Puente St
S Chaparro Rd
S
C
orrida
Dr
E Navilla Pl
Level St
1 2

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 98
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 770 of 1383 ends

Unincorporated
Unincorporated
E Rambling
Rd
Ra
n
c
h
o
Del Monico Rd
Gila Dr
S
h
o
use Ave
B
a
n
n
a
Ave
Ranch Rio Bonita Rd
Squire Dr
Stargle
n
Dr
Rancho Rio Bonita Rd
S Rancho
Del Mon
ci o
Rd
E Puente St
S Chaparro Rd
S
C
orrida
Dr
E Navilla Pl
Level St

0.041

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 98
LEGEND
Manhole
System Outlet
d/D < 0.50

0.50 < d/D < 0.64

0.64 < d/D < 0.85

0.85 < d/D
LACSD Sewer Main
Covina City Boundary

Page 771 of 1383 ends

Area 98 Output
ID From ID To ID Diameter
(in)
Length
(ft)
Existing Flow
(cfs)
Existing Velocity
(ft/s) d/D Ratio Analysis Flow(cfs)
Analysis Excess
(cfs) Analysis d/D Ratio Design Flow(cfs)
Design Excess
(cfs)
1 1 2 3 8.000 178.182 0.016 3.224 0.041 3.663 3.648 0.640 2.476 2.460 Date: Sunday, August 16, 2020, Time: 23:16:01, Page 1

Page 772 of 1383 ends

Area 98 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio Replacement Cost($)
Parallel Diameter/Depth
(in)
Parallel Velocity
(ft/s) Parallel d/D Ratio
1 1 0.500
Date: Sunday, August 16, 2020, Time: 23:16:01, Page 2

Page 773 of 1383 ends

Area 98 Output
ID Parallel Cost
($)
1 1
Date: Sunday, August 16, 2020, Time: 23:16:01, Page 3

Page 774 of 1383 ends

Area 98 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
1 2
3 533
537
541
545
549
553
557
561
565
569
573

0.0 17.6 35.2 52.8 70.4 88.0 105.6 123.2 140.8 158.4 176.0

Page 775 of 1383 ends

Unincorporated
West Covina
Unincorporated
Unincorporated
N Grand Ave
Workman Ave
Heffner Hill Rd
Garvey Ave
San Bernardino Frwy Interstate 10
E Ranchcreek Rd
Fairway Ln
E Rowland St
E Swanee
Ln
E Casad
Ave
Craiglee
Miriam Dr
Forest Hills Dr
E Covina Hills Rd
E Walnut Creek Rd
Hillhaven Dr
S Chaparro Rd
Center Court Dr
EvergreenCir
S Oak Park Rd
E Garvey Ave N
Solano Pl
N Fairway Ln
S Heffner Hill Rd
S Midhurst Dr
S Shadyglen Dr
San Joaqu ni Rd
S Grand Ave
N San Joaquin Rd
Oak Canyon Rd
Rancho Sinaloa Dr
S Forest Hills Dr
Knollcrest Dr
E Deepview Dr
Squire Dr
Deepview Ln
Rancho El Fuerte Dr
N Forest Hills Dr
Meadowwood Dr
E Rambling Rd
Dawn Ridge Wy
18 16
20 30
22 24
32 10
1 26
6 13
28 15
4 2 3
7 5
9 11
12 14
17 21 23 25
27 29
31 LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ

Page 776 of 1383 ends

Covina City CouncilJuly 15, 2025

Covina City Council
July 15, 2025