Agenda packet — Covina City Council, July 15, 2025 (part 5 of 8)

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

0.183 0.084

0.042

0.109 0.044

0.03 0.0
4 79

0.179

0.049

0.055

0.098

0.133

0.053

0.158

0.072
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 777 of 1383 ends

Area 99 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 8.000 234.800 0.005 0.835 0.049 0.852 0.846 0.640 0.576 0.570 2 10 12 11 8.000 185.000 0.054 1.263 0.179 0.567 0.513 0.640 0.383 0.330 3 13 9 14 8.000 230.000 0.029 1.053 0.133 0.567 0.538 0.640 0.383 0.354 4 15 14 12 8.000 254.000 0.041 1.171 0.158 0.568 0.527 0.640 0.384 0.343 5 16 11 17 8.000 122.509 0.056 3.977 0.084 2.863 2.807 0.640 1.935 1.879 6 18 17 19 8.000 91.983 0.056 1.284 0.183 0.568 0.512 0.640 0.384 0.328 7 20 21 9 8.000 125.000 0.005 1.064 0.042 1.192 1.186 0.640 0.806 0.800 8 22 23 7 8.000 110.608 0.003 0.578 0.044 0.632 0.629 0.640 0.427 0.424 9 24 25 5 8.000 138.000 0.003 0.915 0.034 1.192 1.188 0.640 0.806 0.802 10 26 27 12 8.000 255.000 0.008 0.994 0.055 0.934 0.927 0.640 0.631 0.624 11 28 29 14 8.000 234.807 0.008 1.110 0.053 1.069 1.061 0.640 0.723 0.715 12 30 7 31 8.000 104.505 0.020 0.975 0.109 0.595 0.575 0.640 0.402 0.382 13 32 31 9 8.000 174.408 0.021 1.629 0.079 1.214 1.193 0.640 0.821 0.799 14 4 3 5 8.000 288.400 0.010 0.858 0.072 0.680 0.670 0.640 0.460 0.450 15 6 5 7 8.000 258.692 0.015 0.868 0.098 0.566 0.550 0.640 0.382 0.367 Date: Sunday, August 16, 2020, Time: 23:03:57, Page 1 Page 778 of 1383 Area 99 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 0.000 0.000 0.000
6 18 0.500
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 32 0.500
14 4 0.500
15 6 0.500
Date: Sunday, August 16, 2020, Time: 23:03:57, Page 2 Page 779 of 1383 Area 99 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
30 32
13 15
10 16
18 7
31 9
14 12
11 17
19 491.0
494.4
497.8
501.2
504.6
508.0
511.4
514.8
518.2
521.6
525.0

0.0 116.2 232.4 348.6 464.8 581.0 697.2 813.4 929.6 1045.8 1162.0

Page 780 of 1383 ends

West Covina
E Ranchcreek Rd
E Covina Hills Rd
Hillhaven Dr
H
effn
er Hill R
d
N
S
a
n
Jo
a
q
uin
R
d
E Walnut Creek Rd
S
H
effn
er Hill R
d
S
Midhurst Dr
S
a
n
J
o
a
q
u
ni R
d
O
a
k
C
a
n
yo
n
Rd
Fairway Ln
Meadowwood Dr
Dawn Ridge Wy
4 1 2
3 CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 100
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 781 of 1383 ends

0.0 6
4 CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 100
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 782 of 1383 ends

Area 100 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 8.000 203.330 0.008 0.810 0.064 0.694 0.687 0.640 0.469 0.462 2 4 3 5 8.000 38.084 0.008 0.812 0.064 0.697 0.689 0.640 0.471 0.463 Date: Sunday, August 16, 2020, Time: 22:51:31, Page 1

Page 783 of 1383 ends

Area 100 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, August 16, 2020, Time: 22:51:31, Page 2

Page 784 of 1383 ends

Area 100 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
1 4
2 3
5 509.0
510.1
511.2
512.3
513.4
514.5
515.6
516.7
517.8
518.9
520.0

0.0 24.1 48.2 72.3 96.4 120.5 144.6 168.7 192.8 216.9 241.0

Page 785 of 1383 ends

Unincorporated
West Covina
Unincorporated
S Chaparro Rd
Center Court Dr
Forest
Hills
Dr
E Covina Hills Rd
HillhavenDr
Evergreen
Cir
N Forest
Hil sl Dr
Rancho Sinaloa Dr
S
Fore
st Hills
Dr
E Ranchcreek Rd
S Corrida Dr
Meadowwood Dr
Rancho El Fuerte Dr
Dawn Ridge Wy
S Oak Park Rd
1 6
4 3
5 7

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 101
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 786 of 1383 ends

0.083

0.035

0.073

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 101
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 787 of 1383 ends

Area 101 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 8.000 106.637 0.013 0.915 0.083 0.661 0.648 0.640 0.447 0.434 2 4 5 3 8.000 159.349 0.010 0.838 0.073 0.658 0.649 0.640 0.445 0.435 3 6 7 5 8.000 150.263 0.005 1.231 0.035 1.551 1.546 0.640 1.048 1.044 Date: Sunday, August 16, 2020, Time: 22:14:57, Page 1

Page 788 of 1383 ends

Area 101 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: 22:14:58, Page 2

Page 789 of 1383 ends

Area 101 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
6 4
1 7
5 3
2 515.0
516.6
518.2
519.8
521.4
523.0
524.6
526.2
527.8
529.4
531.0

0.0 41.6 83.2 124.8 166.4 208.0 249.6 291.2 332.8 374.4 416.0

Page 790 of 1383 ends

Unincorporated
West Covina
Unincorporated
Unincorporated
Unincorporated
Unincorporated
N San Joaquin Rd
S Corrida Dr
S Chaparro Rd
E Ranchcreek Rd
Solano
Pl
E Holt Ave
Center Court Dr
Interstate 10
San Bernardino Frwy
Craiglee
E Garvey Ave S
Miriam Dr
Forest Hills Dr
E Covina Hills Rd
Garvey Ave
E Walnut Creek Rd
Hillhaven Dr
Heffner Hill Rd
Stagecoach Cir
Buckboard Cir
Fairway Ln
S Heffner Hill Rd
S Midhurst Dr
San Joaqu ni Rd
Oak Canyon Rd
Rancho Sinaloa Dr
S Forest Hills Dr
S Village Oaks Dr
Rancho El Fuerte Dr
S Oak Park Rd
N Forest Hills Dr
Meadowwood Dr
S Monte Verde Dr
Park View Dr
E Rambling Rd
Dawn Ridge Wy
E Garvey St
E Temple Wy
Evergreen
Cir
29 31
6 34
26 9
17 13
36 24
20 11 22
15 32
27 1
4 2
3 5
7 8
10 12
14 16
18 19
21 23
25 28
33 35
37 CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 102
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 791 of 1383 ends

0.425

0.255

0.394

0.071

0.426

0.357

0. 0.182
318

0.049

0.391

0.122

0.253

0.191

0.321

0.167

0.162

0.066

0.068

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 102
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 792 of 1383 ends

Area 102 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 8.000 316.688 0.012 1.173 0.066 0.980 0.969 0.640 0.663 0.651 2 11 12 10 8.000 295.920 0.267 3.850 0.253 1.409 1.141 0.640 0.952 0.685 3 13 14 12 8.000 148.697 0.261 2.735 0.318 0.882 0.621 0.640 0.596 0.335 4 15 16 14 8.000 295.897 0.256 2.650 0.321 0.850 0.593 0.640 0.574 0.318 5 17 18 19 8.000 155.050 0.055 1.255 0.182 0.558 0.503 0.640 0.377 0.322 6 20 21 19 8.000 264.431 0.058 2.384 0.122 1.357 1.299 0.640 0.917 0.859 7 22 19 23 8.000 284.493 0.127 2.728 0.191 1.177 1.051 0.640 0.796 0.669 8 24 25 16 8.000 255.802 0.252 1.992 0.391 0.577 0.325 0.640 0.390 0.138 9 26 7 5 8.000 144.127 0.283 1.994 0.426 0.554 0.271 0.640 0.374 0.092 10 27 5 28 8.000 286.133 0.305 8.287 0.162 3.947 3.642 0.640 2.668 2.363 11 29 28 30 8.000 33.586 0.305 2.156 0.425 0.599 0.294 0.640 0.405 0.100 12 31 23 25 8.000 48.495 0.225 3.216 0.255 1.173 0.947 0.640 0.793 0.567 13 32 33 23 8.000 339.706 0.085 2.206 0.167 1.033 0.948 0.640 0.698 0.613 14 34 35 33 8.000 81.698 0.014 1.268 0.071 1.011 0.997 0.640 0.684 0.669 15 36 37 2 8.000 196.998 0.004 0.555 0.049 0.564 0.560 0.640 0.381 0.378 16 4 3 5 8.000 311.047 0.020 1.933 0.068 1.594 1.574 0.640 1.077 1.058 17 6 8 7 8.000 71.967 0.277 2.167 0.394 0.625 0.348 0.640 0.422 0.146 18 9 10 8 8.000 115.665 0.272 2.428 0.357 0.736 0.464 0.640 0.497 0.226 Date: Monday, August 17, 2020, Time: 10:19:28, Page 1 Page 793 of 1383 Area 102 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 0.000 0.000 0.000
5 17 0.500
6 20 0.500 0.000 0.000 0.000
7 22 0.500 0.000 0.000 0.000
8 24 0.500
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 31 0.500 0.000 0.000 0.000
13 32 0.500 0.000 0.000 0.000
14 34 0.500
15 36 0.500
16 4 0.500
17 6 0.500 0.000 0.000 0.000
18 9 0.500
Date: Monday, August 17, 2020, Time: 10:19:28, Page 2 Page 794 of 1383 Area 102 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
24 15
13 11
9 6 26
27 29
25 16
14 12
10 8
7 5
28 30
511.0
519.4
527.8
536.2
544.6
553.0
561.4
569.8
578.2
586.6
595.0

0.0 164.2 328.4 492.6 656.8 821.0 985.2 1149.4 1313.6 1477.8 1642.0

Page 795 of 1383 ends

Unincorporated
West Covina
Unincorporated
E Covina Hills Rd
E Holt Ave
Center Court Dr
Interstate 10
San Bernardino Frwy
S Chaparro
Rd
Craiglee
Miriam Dr
Forest Hills Dr
E Walnut
Creek Rd
Garvey Ave
RanchoSinaloa
Dr
Hillhaven Dr
S Corrida Dr
S
Monte Verde Dr
S Forest Hills Dr
E Garvey Ave S
S
Village Oaks Dr
Rancho El Fuerte Dr
MeadowwoodDr
S Oak Park Rd
N Forest Hills Dr
E TempleWy
Dawn Ridge Wy
Park
View Dr
E Garvey St
Evergreen
Cir
29 8 1
24 13
10 15
4 6
33 2
3 5
7 9
11 12
14 16
30 CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 104
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 796 of 1383 ends

0.065

0.193

0.102

0.458

0.177

0.170

0.250

0.176

0.122

0.174

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 104
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 797 of 1383 ends

Area 104 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 8.000 192.756 0.057 3.040 0.102 1.932 1.875 0.640 1.306 1.249 2 10 11 12 8.000 293.261 0.050 1.282 0.170 0.594 0.544 0.640 0.402 0.352 3 13 12 14 8.000 317.512 0.093 2.213 0.177 0.998 0.906 0.640 0.675 0.582 4 15 14 16 8.000 267.238 0.110 1.610 0.250 0.593 0.483 0.640 0.401 0.291 5 24 16 19 8.000 218.223 0.346 2.216 0.458 0.594 0.249 0.640 0.402 0.056 6 29 30 11 8.000 60.023 0.014 1.497 0.065 1.267 1.253 0.640 0.857 0.842 7 33 9 16 8.000 340.550 0.219 5.387 0.174 2.458 2.239 0.640 1.662 1.442 8 4 3 5 8.000 283.232 0.106 2.572 0.176 1.167 1.061 0.640 0.789 0.682 9 6 7 5 8.000 371.519 0.034 1.413 0.122 0.803 0.768 0.640 0.543 0.508 10 8 5 9 8.000 132.773 0.156 3.284 0.193 1.407 1.251 0.640 0.951 0.795 Date: Sunday, August 16, 2020, Time: 22:41:52, Page 1 Page 798 of 1383 Area 104 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 0.000 0.000 0.000
4 15 0.500
5 24 0.500 0.000 0.000 0.000
6 29 0.500
7 33 0.500 0.000 0.000 0.000
8 4 0.500 0.000 0.000 0.000
9 6 0.500
10 8 0.500
Date: Sunday, August 16, 2020, Time: 22:41:52, Page 2 Page 799 of 1383 Area 104 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
29 10
13 15
24 30
11 12
14 16
19 561.0
563.3
565.6
567.9
570.2
572.5
574.8
577.1
579.4
581.7
584.0

0.0 115.6 231.2 346.8 462.4 578.0 693.6 809.2 924.8 1040.4 1156.0

Page 800 of 1383 ends

Unincorporated
Unincorporated
San Dimas
Unincorporated N Woodhurst Dr
E Puente St
E Covina Hills Rd
E Mesarica Rd
Rancho Simi Dr
Calle Ciervos
Manchester Rd
E Rancho Culebra Dr
Rancho Los Nogales Dr
S Rancho Lindo Dr
Rancho La
Floresta Rd
N Oak Twig Ln
Rancho Corto Dr
E Rancho Los Cerritos Rd
S Rancho Del Sol Dr
E Cloverland Dr
Paseo Sueno
Boxelder Ln
Aven di a Monte Vist
Jalapa Dr
Puente St
N Brierpath Dr
E Rancho Grande Dr
Rancho El Encino Dr
Rancho Culebra Dr
Rancho Vista Dr
Calle Cristina
Paseo Lucinda
Rancho Tujunga Dr
Rancho La Merced Dr
S Rancho Alegre Dr
Avenida Monte Vista
Kingsbridge Ct
E Rancho San Jose Dr
48 86
15 30
141
84 55
143
127
18 76
24 132
8 68
93 97
65 107
60 136
124
130
43 138
91 20
28 22
140
121
33 95
4 102
128
54 52
46 39
134
99 113 26
117
11 41
37 104
58 79
114 119
110
35 70
112
108
67 81
88 147
125
62 83 73
13 10
9 1
0 50
2 9
10 12
14 16
17 19
21 23
25 27
29 31
32 34
36 38
40 42
44 45
47 49
51 53
56 57
59 61
63 64
66 69
71 72
74 75
77 78 80 82
85 87 89 92 94 96 98
100
103
105 106
109 111
115
116
118
120
122
123
126
129
131
133
137
139
142
145
146

CITY OF COVINA

SEWER MASTER PLAN
INFOSEWER LINKS AND NODES µ
AREA 105
LEGEND
Manhole
System Outlet
Sanitary Sewer
LACSD Sewer Main
Covina City Boundary

Page 801 of 1383 ends

0.184

0.036

0.063

0.129

0.269

0.037

0.076

0.017

0.117

0.092

0.056

0.052

0.113

0.140 0.093

0.101

0.070

0.111

0.157

0.056

0.053

0.200

0.150

0.139

0.050

0.125

0.069

0.129

0.027

0.156

0.101

0.060

0.069

0.063

0.129 0.152

0.096

0.112

0.059

0.253 0.056

0.028

0.067

0.118

0.104

0.037

0.044

0.153

0.026

0.025

0.085

0.171

0.080

0.158

0.096

0.172

0.042

0.148

0.099

0.000

0.044

0.039 0.035

0.107

0.060

0.058

0.149

CITY OF COVINA

SEWER MASTER PLAN
DEPTH OF FLOW TO PIPE DIAMETER RATIO (d/D) µ
AREA 105
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 802 of 1383 ends

Area 105 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)
1 101 64 94 8.000 329.129 0.026 3.107 0.060 2.779 2.753 0.640 1.879 1.852 2 102 103 72 8.000 222.760 0.012 1.114 0.069 0.911 0.899 0.640 0.616 0.604 3 104 105 106 8.000 326.445 0.004 0.961 0.037 1.181 1.177 0.640 0.798 0.794 4 107 106 77 8.000 184.795 0.011 1.004 0.070 0.810 0.799 0.640 0.548 0.537 5 108 71 109 8.000 282.348 0.024 1.398 0.096 0.921 0.897 0.640 0.622 0.598 6 11 10 12 8.000 196.804 0.024 2.322 0.067 1.924 1.900 0.640 1.301 1.277 7 110 109 111 8.000 325.852 0.028 1.954 0.085 1.390 1.362 0.640 0.940 0.912 8 112 53 111 8.000 200.195 0.257 7.242 0.158 3.501 3.244 0.640 2.367 2.109 9 113 111 85 8.000 260.127 0.289 4.176 0.253 1.530 1.241 0.640 1.034 0.745 10 114 115 116 15.000 281.154 0.010 1.182 0.026 7.986 7.976 0.750 4.379 4.369 11 117 116 118 15.000 285.774 0.012 1.236 0.028 7.875 7.863 0.750 4.318 4.306 12 119 118 120 15.000 266.784 0.016 1.858 0.025 12.599 12.584 0.750 6.908 6.893 13 121 122 123 8.000 224.053 0.004 1.472 0.027 2.207 2.203 0.640 1.492 1.488 14 124 123 98 8.000 163.874 0.005 0.681 0.056 0.638 0.633 0.640 0.431 0.426 15 125 126 120 8.000 451.446 0.000 0.000 0.000 0.898 0.000 0.640 0.607 0.000 16 127 120 75 21.000 143.409 0.017 1.963 0.017 34.621 34.604 0.750 34.621 34.604 17 128 129 44 8.000 221.364 0.023 2.526 0.063 2.194 2.171 0.640 1.483 1.460 18 13 12 14 8.000 289.800 0.035 1.719 0.107 1.060 1.025 0.640 0.716 0.682 19 130 131 129 8.000 224.950 0.016 2.277 0.053 2.196 2.179 0.640 1.484 1.468 20 132 133 131 8.000 113.458 0.011 1.360 0.056 1.265 1.254 0.640 0.855 0.844 21 134 61 40 8.000 264.189 0.050 2.324 0.111 1.397 1.348 0.640 0.944 0.895 22 136 137 44 8.000 192.939 0.041 1.164 0.157 0.566 0.525 0.640 0.383 0.342 23 138 139 137 8.000 268.166 0.037 1.133 0.150 0.566 0.529 0.640 0.383 0.345 24 140 69 139 8.000 220.309 0.027 1.032 0.129 0.566 0.539 0.640 0.383 0.356 25 141 77 142 18.000 80.991 0.404 3.035 0.129 10.402 9.998 0.750 10.402 9.998 26 143 142 144 18.000 138.519 0.404 6.554 0.076 31.309 30.904 0.750 31.309 30.904 27 147 145 146 8.000 280.974 0.016 0.872 0.099 0.566 0.550 0.640 0.382 0.367 28 15 16 17 8.000 86.260 0.009 2.241 0.036 2.815 2.806 0.640 1.903 1.894 29 18 17 19 8.000 82.548 0.013 3.258 0.036 4.079 4.066 0.640 2.757 2.744 30 20 19 21 8.000 209.173 0.020 3.069 0.050 3.082 3.062 0.640 2.083 2.063 31 22 21 23 8.000 239.744 0.025 2.350 0.069 1.913 1.888 0.640 1.293 1.268 32 24 23 25 8.000 236.565 0.028 1.772 0.092 1.203 1.174 0.640 0.813 0.784 33 26 25 27 8.000 163.642 0.033 4.294 0.056 4.026 3.993 0.640 2.721 2.688 34 28 27 29 8.000 206.404 0.145 5.798 0.125 3.251 3.106 0.640 2.198 2.052 35 30 31 32 8.000 88.003 0.007 0.774 0.063 0.669 0.662 0.640 0.452 0.445 36 33 32 34 8.000 203.834 0.042 1.212 0.156 0.592 0.550 0.640 0.400 0.358 37 35 34 36 8.000 298.539 0.048 1.221 0.171 0.563 0.515 0.640 0.381 0.333 38 37 38 27 8.000 243.340 0.055 2.898 0.104 1.825 1.770 0.640 1.234 1.178 39 39 40 27 8.000 218.114 0.057 2.670 0.112 1.603 1.546 0.640 1.084 1.027 40 4 2 145 8.000 247.148 0.005 0.638 0.060 0.570 0.565 0.640 0.385 0.380 41 41 42 32 8.000 247.947 0.030 1.297 0.118 0.753 0.723 0.640 0.509 0.479 42 43 44 45 8.000 191.974 0.067 1.351 0.200 0.568 0.501 0.640 0.384 0.317 43 46 45 47 8.000 206.026 0.072 4.216 0.096 2.781 2.709 0.640 1.880 1.808 44 48 47 49 8.000 281.240 0.078 2.623 0.140 1.365 1.286 0.640 0.922 0.844 Date: Sunday, August 16, 2020, Time: 22:29:42, Page 1 Page 803 of 1383 Area 105 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 50 49 51 8.000 280.045 0.084 2.598 0.149 1.305 1.221 0.640 0.882 0.798 46 52 51 53 8.000 298.233 0.248 7.437 0.152 3.691 3.443 0.640 2.495 2.247 47 54 29 51 8.000 247.309 0.158 5.991 0.129 3.282 3.124 0.640 2.219 2.060 48 55 56 57 8.000 127.747 0.009 2.220 0.037 2.715 2.705 0.640 1.835 1.826 49 58 57 59 8.000 299.779 0.017 3.118 0.044 3.413 3.396 0.640 2.307 2.290 50 60 14 61 8.000 257.871 0.042 1.974 0.111 1.189 1.147 0.640 0.804 0.762 51 62 63 64 8.000 319.007 0.017 3.128 0.044 3.408 3.391 0.640 2.304 2.287 52 65 66 42 8.000 153.433 0.021 1.151 0.101 0.738 0.717 0.640 0.499 0.478 53 67 36 38 8.000 335.889 0.052 1.295 0.172 0.595 0.543 0.640 0.402 0.350 54 68 146 69 8.000 228.100 0.021 0.951 0.113 0.566 0.545 0.640 0.383 0.362 55 70 72 71 8.000 251.200 0.020 1.538 0.080 1.142 1.122 0.640 0.772 0.752 56 73 75 74 21.000 324.903 0.021 0.786 0.035 8.430 8.409 0.750 8.430 8.409 57 76 78 77 18.000 162.410 0.393 3.389 0.117 12.314 11.921 0.750 12.314 11.921 58 79 80 78 18.000 279.254 0.392 2.287 0.153 7.039 6.647 0.750 7.039 6.647 59 8 9 10 8.000 214.504 0.013 1.883 0.052 1.850 1.837 0.640 1.251 1.238 60 81 82 80 21.000 314.153 0.029 0.847 0.042 8.133 8.104 0.750 8.133 8.104 61 83 74 82 21.000 330.124 0.025 0.807 0.039 8.053 8.027 0.750 8.053 8.027 62 84 85 80 8.000 121.981 0.360 4.760 0.269 1.683 1.323 0.640 1.137 0.777 63 86 87 85 8.000 73.995 0.071 1.604 0.184 0.707 0.636 0.640 0.478 0.407 64 88 89 87 8.000 326.311 0.071 2.193 0.148 1.103 1.032 0.640 0.745 0.674 65 90 59 89 8.000 320.748 0.027 3.407 0.058 3.127 3.099 0.640 2.114 2.086 66 91 92 89 8.000 175.502 0.044 1.488 0.139 0.780 0.737 0.640 0.527 0.484 67 93 94 92 8.000 192.251 0.044 1.467 0.140 0.765 0.721 0.640 0.517 0.473 68 95 96 94 8.000 231.614 0.017 0.929 0.101 0.595 0.578 0.640 0.402 0.385 69 97 98 96 8.000 143.121 0.015 0.902 0.093 0.609 0.594 0.640 0.411 0.397 70 99 100 98 8.000 193.027 0.007 0.907 0.059 0.824 0.816 0.640 0.557 0.549 Date: Sunday, August 16, 2020, Time: 22:29:43, Page 2 Page 804 of 1383 Area 105 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
1 101 0.500 0.000 0.000 0.000
2 102 0.500
3 104 0.500
4 107 0.500
5 108 0.500
6 11 0.500 0.000 0.000 0.000
7 110 0.500
8 112 0.500 0.000 0.000 0.000
9 113 0.500 0.000 0.000 0.000
10 114 0.500
11 117 0.500
12 119 0.500
13 121 0.500
14 124 0.500
15 125 0.500 0.000 0.000 0.000
16 127 0.750 15.000 2.065 0.025
17 128 0.500 0.000 0.000 0.000
18 13 0.500
19 130 0.500 0.000 0.000 0.000
20 132 0.500
21 134 0.500 0.000 0.000 0.000
22 136 0.500
23 138 0.500
24 140 0.500
25 141 0.750 0.000 0.000 0.000
26 143 0.750 0.000 0.000 0.000
27 147 0.500
28 15 0.500 0.000 0.000 0.000
29 18 0.500 0.000 0.000 0.000
30 20 0.500 0.000 0.000 0.000
31 22 0.500 0.000 0.000 0.000
32 24 0.500
33 26 0.500 0.000 0.000 0.000
34 28 0.500 0.000 0.000 0.000
35 30 0.500
36 33 0.500
37 35 0.500
38 37 0.500 0.000 0.000 0.000
39 39 0.500 0.000 0.000 0.000
40 4 0.500
41 41 0.500
42 43 0.500
43 46 0.500 0.000 0.000 0.000
44 48 0.500 0.000 0.000 0.000
Date: Sunday, August 16, 2020, Time: 22:29:43, Page 3 Page 805 of 1383 Area 105 Output
ID Design d/D Ratio Replacement Diameter/Depth
(in)
Replacement Velocity
(ft/s) Replacement d/D Ratio
45 50 0.500 0.000 0.000 0.000
46 52 0.500 0.000 0.000 0.000
47 54 0.500 0.000 0.000 0.000
48 55 0.500 0.000 0.000 0.000
49 58 0.500 0.000 0.000 0.000
50 60 0.500
51 62 0.500 0.000 0.000 0.000
52 65 0.500
53 67 0.500
54 68 0.500
55 70 0.500
56 73 0.750
57 76 0.750 0.000 0.000 0.000
58 79 0.750 21.000 2.242 0.126
59 8 0.500
60 81 0.750
61 83 0.750
62 84 0.500 0.000 0.000 0.000
63 86 0.500
64 88 0.500 0.000 0.000 0.000
65 90 0.500 0.000 0.000 0.000
66 91 0.500
67 93 0.500
68 95 0.500
69 97 0.500
70 99 0.500
Date: Sunday, August 16, 2020, Time: 22:29:43, Page 4 Page 806 of 1383 Area 105 Profile
Ground Level Link Node Depth Head Elevation (ft)
Distance (ft)
43 46
48 50
52 112
113
84 79
76 141
143
44 45
47 49
51 53
111
85 80
78 77 142
144
617.0
635.2
653.4
671.6
689.8
708.0
726.2
744.4
762.6
780.8
799.0

0.0 249.2 498.4 747.6 996.8 1246.0 1495.2 1744.4 1993.6 2242.8 2492.0

Page 807 of 1383 ends

Appendix ‘M’

POLICIES FOR MANAGING AVAILABLE SEWER CAPACITY

INTRODUCTION
In 2019, the City serves the wastewater disposal needs of approximately 47,796 people. The community sewers receive and convey approximately 7.3 mgd (million gallons per day) of wastewater to regional CSD trunk sewers and wastewater treatment plants and some is also delivered through the adjacent City of West Covina sewer system.

The purpose of this document is to describe the policies and practices followed by the City in tracking and determining the remaining available capacity within its sanitary sewer system.

Tracking (monitoring) is necessary because of the significant lead time required for accomplishing such improvements as sewer rehabilitation or facility expansion without overloading sewage facilities. The objective is to enable the City to:
• Become more aware of how the sewer facilities are performing in order to take steps necessary to avoid (prevent) a SSO or nuisance problem due to operations. • Provide all local decision makers with information needed to make informed decisions about the capacity of the wastewater system and its ability to accommodate new or increased connections.
• Make commitments for new or upsized connections with confidence that there is adequate capacity to serve additional demand as well as existing customers. • Determine when the issuance of additional building/connection permits must be curtailed until sewer facility improvements are completed so that facilities are maintained in compliance with discharge permit criteria.
• Have more lead time to plan and arrange financing for needed sewer system upgrades.

LEGAL MANDATE TO MANAGE WASTEWATER ALLOCATIONS
Local sewering entities have a crucial role in providing safe and adequate wastewater systems and high quality operational performance. These local entities face many challenges to maintain and operate their systems in compliance with Federal and State laws and regulations. Cost continues to increase to keep these increasingly complex facilities operating properly, and the ability to raise rates to keep pace with costs is also regulated and challenging.

Perhaps most challenging is the need to manage the allocation of flow for new or expanding customer discharges in conformance with local land use, water and sewage plans, and the

Page 808 of 1383 ends

Appendix ‘M’
NPDES and local permit limits. The agency responsible for issuing building/development approvals and permits must ensure adequate capacity is or will be reasonably available without impairing water quality or threatening public health and safety.

ACTIONS TO BE TAKEN TO MANAGE AVAILABLE SEWER CAPACITY
Sewering entities are expected to manage their wastewater collection system capacities responsibly and to ensure the systems function within design capacity. In order to accomplish these expectations, it is necessary to implement a planning and engineering tool used to monitor the relationship between sewer facility capacity and population/economic growth while complying with statutes and regulations relative to discharges. Such tool could be a Municipal Sewage Capacity Plan/Report (MSCP/R).

A MSRCP/R would contain information on sewage system capacity including demand created by both existing and proposed development. To ensure accuracy of such report will require the City to: monitor flows, track existing capacity utilization, evaluate the need for additional capacity, identify deficiencies, take proactive corrective steps to maintain system capacity, and to undertake orderly and timely funding and planning of projects to maintain or improve the system capacity. These actions for a successful monitoring and reporting tool will be accomplished through the application of the following policies:

1. Develop a perpetual 10-year capital improvement program that:
a. Includes pro-active sanitary sewer system improvements to correct and prevent system failures and overflows,
b. Provides sewer capacity in a timely manner to accommodate system expansion, redevelopment and rehabilitation,
c. Incorporates monitoring, inspecting and demand findings compiled during routine operation and management of the system,
d. Maintains level of service standards that are desired and acceptable to the community and regulators,
e. Addresses current and reasonably anticipated regulatory requirements.

2. Actively manage the sanitary sewer conveyance system through a data collection and analysis process that determines wastewater usage by development type, projects future demand, and identifies inflow/infiltration deficiencies.

3. Issue development approvals based upon available capacity of the sanitary sewer system.

Page 809 of 1383 ends

Appendix ‘M’

4. Implement work process and data management systems improvements for sewer service management, operation, and maintenance that comply with WDR regulations and result in more effective and efficient sewer service.

5. Abate storm water inflow and groundwater infiltration to maintain capacity for sewer service and minimize service costs.

6. Expand the production and annual average use of recycled water to reduce the cost and environmental risk of effluent disposal and reduce reliance upon potable water sources.

7. Implement a complete asset management program for sustaining the sewer infrastructure through optimized service levels, managed risks, and minimized life-cycle costs of asset ownership.

8. Develop and distribute program information (documents) that defines and communicates policies, procedures, responsibilities and performance measures for work process improvements and encourages all system users to respect and comply with the community wastewater collection system program.

Page 810 of 1383 ends

City of Covina
Sewer Division - Monthly Report
Operation and Maintenance Program Totals
Public Works
Appendix 'N'
Main Lines Cleaned
Service Laterals Cleaned
Hot Spots Cleaned
Cleaned
Daily
Maintenance
Manholes Inspected & Cleaned
Work Orders Generated
Spot Repairs Completed
Webinars
Tailgate
Workshops
Total:
2 Total: 57

REHAB/REPLACEMENT - FUTURE CIP PROJECTS
Miles of pipe on PM program 0
4 52
4 Total: 216
2,670
22 0
Total: 2,692
Staff Training
3 208
136,956
Total LF: 2,057,141
Pump Station
FISCAL YEAR 2023-2024

SEWER - METRICS QUANTITY
1,920,185
0 12/10/19

Page 811 of 1383 ends

Appendix O
Year Spill No. Spill Category Date Location Estimated Volume (gal)
Estimared Recovered
Volume (gal) Spill Cause
2022 1 3 1/19/2022 671-703 E. Edna Place 300 300 Grease Spill Data (August 2021 - August 2024)

Page 812 of 1383 ends

City of Covina
Sewer System Management Plan
Change Log
Date SSMP
Element/Section
Description of
Change/Revision Made
Change Authorized
by
7/15/2025 Title Page Added City WDID, SSMP
Update consultant, and date
updated.

Michael Flores Jr.
7/15/2025 Table of Contents Updated section titles to
reflect updated document.

Michael Flores Jr.
7/15/2025 Appendices Updated appendix titles to
reflect the 2025 update.

Michael Flores Jr.
7/15/2025 Abbreviations Removed unused
abbreviations, added newly
identified abbreviations.

Michael Flores Jr.
7/15/2025 All Sections Replaced “SSO”
terminology with “spill” as
applicable throughout the
document to reflect the
terminology of the 2022
Order.

Michael Flores Jr.
7/15/2025 All Sections Minimum requirements
section throughout the
document updated to be
consistent with the 2022
Order.

Michael Flores Jr.
7/15/2025 Definitions Added definitions for
“CIWQS”, and “Spill”.

Revised publish date and
link of Federal Register
under “Waters of the United
States” definition.

Michael Flores Jr.
7/15/2025 Executive
Summary
Reference to 2022 Order
added, frequency of audits
revised to “every three
years” and SSMP updates
to “every six years” and
added CIWQS
upload/certification
requirements.

Michael Flores Jr.
7/15/2025 Chapter 1 -
Introduction
Removed the introduction to
reconfigure the location to
section 1.1 of the plan and
updated the dates for the
SSMP and Sewer Master
Plans that were reviewed.

Michael Flores Jr.

Page 813 of 1383 ends

7/15/2025 Section 1.1 Added the section per the
2022 Order, and LRO
certification of continued
coverage.

Michael Flores Jr.
7/15/2025 Section 1.2 Added the section per the
2022 Order with the SSMP
Updated Schedule.

Michael Flores Jr.
7/15/2025 Section 1.3 Addedthe section per the
2022 Order about the city
population, sewer system
managed by, and added
reference to stormwater
diversion, service
connections, and
connections to LACSD.

Michael Flores Jr.
7/15/2025 Section 1.4 Updated title name. Michael Flores Jr. 7/15/2025 Chapter 2 –
Description of the
Organization
Updated per the 2022
Order.

Michael Flores Jr.
7/15/2025 Section 2.1 Removed language as it
was included in section 1.3,
and updated the amount of
positions to 7.

Michael Flores Jr.
7/15/2025 Section 2.2 Updated the authorized
representative to Rafael
Fajardo.

Michael Flores Jr.
7/15/2025 Section 2.3 Updated the recertification
dates.

Michael Flores Jr.
7/15/2025 Subsection 2.4.2 Updated position titles. Michael Flores Jr. 7/15/2025 Subsection 2.4.5 Updated the City’s Contact
Directory table with position
titles, names, phone
numbers and added emails.

Michael Flores Jr.
7/15/2025 Chapter 3 – Legal
Authority
Updated section and
subsections per the 2022
Order.

Michael Flores Jr.
7/15/2025 Subsection 3.1.7 Added the section per the
2022 Order.

Michael Flores Jr.
7/15/2025 Subsection 3.1.8 Added the section per the
2022 Order and added the
City’s municipal code link.

Michael Flores Jr.
7/15/2025 Chapter 4 –
Operation and
Maintenance
Program
Updated section and
subsections per the 2022
Order.

Michael Flores Jr.
7/15/2025 Subsection 4.1.2 Updated the CCTV dates
and consistency of many
hole inspections.

Michael Flores Jr.

Page 814 of 1383 ends

7/15/2025 Subsection 4.1.4 Updated the sewer line
cleaning schedule.

Michael Flores Jr.
7/15/2025 Subsection 4.1.6 Updated the software used
to “GoGov”.

Michael Flores Jr.
7/15/2025 Subsection 4.2.1 Updated the date on the
Sewer Master Plan, percent
of the sewers capacity
deficiencies and estimated
funding. Added language of
the CIP from 2019-2024
projects completed.

Michael Flores Jr.
7/15/2025 Subsection 4.2.2 Updated the CCTV
inspection dates and CIP
dates.

Michael Flores Jr.
7/15/2025 Subsection 4.2.3 Updated the sewer miles
rehabilitated.

Michael Flores Jr.
7/15/2025 Section 4.3 Added the inventory of
SO&M in Appendix E.

Michael Flores Jr.
7/15/2025 Section 4.4 Updated details of the City’s
staff training.

Michael Flores Jr.
7/15/2025 Chapter 6 – Spill
Emergency
Response Plan
Updated program name to
“Spill Emergency Response
Plan”, updated section and
subsections per the 2022
Order.

Michael Flores Jr.
7/15/2025 Section 6.1 Added language as the
detailed Spill Emergency
Response Plan in Appendix
K, annual review of the
plan, gallons of spills
updated, and updated the
response time of spills.

Michael Flores Jr.
7/15/2025 Subsection 6.1.1 Updated the “Regulatory
Agencies Notification and
Time Frame” table.

Michael Flores Jr.
7/15/2025 Chapter 7 – Sewer
Pipe Blockage
Source Control
Program
Updated program name to
“Sewer Pipe Blockage
Control Program”, updated
section and subsections per
the 2022 Order.

Michael Flores Jr.
7/15/2025 Section 7.1 Added the language of the
FOG information in the City
website.

Michael Flores Jr.
7/15/2025 Section 7.4 Updated the amount of
industrial waste facilities
inspected.

Michael Flores Jr.
7/15/2025 Section 7.5 Added language on the
“annual FOG inspections”
Michael Flores Jr.

Page 815 of 1383 ends

7/15/2025 Chapter 8 –
System Evaluation,
Capacity
Assurance, and
Capital
Improvement Plan
Updated program name to
“System Evaluation,
Capacity Assurance, and
Capital Improvement Plan”,
updated section and
subsections per the 2022
Order.

Michael Flores Jr.
7/15/2025 Section 8.1 Updated the hydraulic
evaluation date performed.

Michael Flores Jr.
7/15/2025 Section 8.4 Added the section per the
2022 Order.

Michael Flores Jr.
7/15/2025 Section 8.5 Updated the CIP schedule
dates.

Michael Flores Jr.
7/15/2025 Chapter 9 –
Monitoring,
Measurement,
Modification
Program
Updated section and
subsections per the 2022
Order.

Michael Flores Jr.
7/15/2025 Section 9.1 Updated name to
“Maintenance of
Information”, added the
reference to Appendix “N”.

Michael Flores Jr.
7/15/2025 Section 9.2 Updated name to
“Monitoring of
Implementation and
Program Effectiveness
Evaluation”
Michael Flores Jr.
7/15/2025 Chapter 10 –
SSMP Internal
Audits
Updated program name to
“SSMP Internal Audits”,
updated section and
subsections per the 2022
Order.

Michael Flores Jr.
7/15/2025 Section 10.1 Added language per the
2022 Order of the audit
requirements and retaining
copies.

Michael Flores Jr.
7/15/2025 Chapter 11 –
Communication
Program
Updated program name to
“Communication Program”,
updated section and
subsections per the 2022
Order.

Michael Flores Jr.
7/15/2025 Section 11.1 Added language of the
City’s procedure to
communicate the public
spills and discharges and
reference Appendix ‘K’
Michael Flores Jr.
7/15/2025 Appendix A Replaced with State Water
Resources Control Board
Order No. 2022-0103-2006-
Michael Flores Jr.

Page 816 of 1383 ends

003-DWQ Statewide
General WDR For
Sanitary Sewer Systems.
7/15/2025 Appendix B Removed Appendix due to
irrelevancy. Appendix is
currently “Vacant”
Michael Flores Jr.
7/15/2025 Appendix C Removed Appendix due to
irrelevancy. Appendix is
currently “Vacant”
Michael Flores Jr.
7/15/2025 Appendix E Updated equipment in
inventory
Michael Flores Jr.
7/15/2025 Appendix H Updated Enhanced Monthly
Sewer Maintenance
Locations (Hot Spots)
Michael Flores Jr.
7/15/2025 Appendix I Updated data included in
“Operational Costs – 2020-
2025 and Capital
Improvement Projections –
2025-2030”.

Michael Flores Jr.
7/15/2025 Appendix K Updated Spill Emergency
Response Plan per 2022
Order and City procedures
Michael Flores Jr.
7/15/2025 Appendix N Updated the Summary of
Maintenance Productivity
for FY 2023/24
Michael Flores Jr.
7/15/2025 Appendix O Updated with spill data for
period of August 2021-
August 2024
Michael Flores Jr.

Page 817 of 1383 ends

Page 818 of 1383 ends

ATTACHMENT B
RESOLUTION CC 2025-90

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF COVINA,

CALIFORNIA, CERTIFYING AND APPROVING THE SEWER SYSTEM

MANAGEMENT PLAN
WHEREAS, the City of Covina is a municipal corporation duly organized and existing pursuant to the Constitution and laws of the State of California (“City”); and WHEREAS, on May 2, 2026, the State Water Resources Control Board (SWRCB) adopted Statewide General Waste Discharge Requirements (2006 GWDR) for publicly owned sanitary sewer systems in order to minimize the occurrence of sanitary sewer spills. Under the 2006 GWDR, the City of Covina was required to develop and implement a Sewer System Management Plan (SSMP), conduct internal audits of the SSMP every two years, and update and resubmit the SSMP to the SWRCB every five years for recertification; and WHEREAS, on December 6, 2022, the SWRCB adopted new Statewide General Waste Discharge Requirements (2022 GWDR) for publicly owned sanitary sewer systems, which replaced the 2006 GWDR. Under the 2022 GWDR, the City must update the SSMP to comply with the 2022 GWDR provisions by August 2, 2025, continue to update the SSMP every six years thereafter, and conduct internal audits of the SSMP every three years; and WHEREAS, on January 28, 2025, the City of Covina submitted its Internal Audit of the SSMP under the 2022 GWDR; and
WHEREAS, on July 10, 2025, the City of Covina completed the first update of the SSMP required under the 2022 GWDR. In accordance with the 2022 GWDR, the City Council is required to approve the SSMP prior to is submission to the SWRCB.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF COVINA, CALIFORNIA DOES HEREBY RESOLVE AS FOLLOWS:

SECTION 1. The updated SSMP is hereby approved in accordance with SWRCB Statewide General Waste Discharge Requirements for Sanitary Sewer Systems.

SECTION 2. The Director of Public Works/City Engineer is hereby authorized to submit the updated SSMP to the SWRCB for recertification.

SECTION 3. The City Clerk shall certify to the passage and adoption of this resolution and shall enter the same in the Book of Original Resolutions.

APPROVED and PASSED this 15
th day of July, 2025.

City of Covina, California
BY:

VICTOR LINARES, Mayor

Page 819 of 1383 ends

Resolution CC 2025-90 Page 2 of 2
ATTEST:
___________________________________________
FABIAN VELEZ, Chief Deputy City Clerk

CERTIFICATION
I, Fabian Velez, Chief Deputy City Clerk of the City of Covina, do hereby certify that Resolution CC 2025-90 was duly adopted by the City Council of the City of Covina at a regular meeting held on the 15
th day of July, 2025, by the following vote:

AYES: COUNCIL MEMBERS:

NOES: COUNCIL MEMBERS:

ABSTAIN: COUNCIL MEMBERS:

ABSENT: COUNCIL MEMBERS:

Dated:
_________________________________________
FABIAN VELEZ, Chief Deputy City Clerk

Page 820 of 1383 ends

CC Regular Meeting

AGENDA ITEM REPORT
ITEM NO. CC 7
Meeting: July 15, 2025
Title: Professional Services Agreement with MasterCorp Services LLC for Janitorial Services Presented by: Ric Walczak, Chief of Police
Recommendation: Authorize the City Manager or his designee to sign an agreement with MasterCorp Services LLC to provide janitorial services for the Covina Police Department.

EXECUTIVE SUMMARY:

On July 19, 2022, City of Covina entered into an agreement with MasterCorp Commercial Services LLC for Janitorial Services at the Covina Police Department. It was a one-year agreement with additional one-year extensions as an option. The police station is a 24-7 facility where all areas see heavy traffic and utilization, thus making cleanliness an important priority. As proposed, the City Council will consider extending the agreement with MasterCorp for the continuance of services through July 19, 2026.

DISCUSSION:

The City’s Police Department Headquarters is a 24-7 facility where all areas see heavy traffic and utilization, thus making cleanliness an important priority. MasterCorp Services has met the expectations of the police station and desires to continue providing services to the City. As proposed, MasterCorp Services will continue to provide janitorial services at its current rate of $4,748.20 per month.

FISCAL IMPACT:

The monthly cost is $4,748.20 per month and the agreement has a not-to-exceed amount of $60,000 to accommodate any additional work that arises throughout the year. All additional work shall first be authorized.

Total cost has been budgeted in the FY 2025-2026 Police Budget in 1010 1000 52300 (Janitorial). There is no additional general fund impact.

CEQA (CALIFORNIA ENVIRONMENTAL QUALITY ACT):

Not applicable.

Respectfully submitted,

Page 821 of 1383 ends

Page 822 of 1383 ends

ATTACHMENT A
Formatted: Right
Formatted: Font: Times New Roman

PROFESSIONAL SERVICES AGREEMENT
This Professional Services Agreement (“Agreement”) is dated July 199, 2025 (“Effective Date”) and is between the City of Covina, a California municipal corporation (“City”) and MasterCorp Commercial Services, LLC, an Arizona company (“Contractor”). City and Contractor are sometimes individually referred to as “Party” and collectively as “Parties” in this Agreement.

RECITALS
A. City desires to utilize the services of Contractor as an independent contractor forto Janitorial services.

B. Contractor represents that it is fully qualified to perform such services by virtue of its experience and the training, education and expertise of its principals and employees.

C. City desires to retain Contractor and Contractor desires to serve City to perform these services in accordance with the terms and conditions of this Agreement.

The Parties therefore agree as follows:

1. Term of Agreement. The term of this Agreement shall be from the Effective Date through July 19, 20263, unless sooner terminated as provided in Section 14 of this Agreement. The City may, upon mutual agreement, extend the contract for two (2) additional one year terms. In no event shall the contract be extended beyond July 19, 20285.

2. Compensation.

A. Compensation. As full compensation for Contractor’s services provided under this Agreement, City shall pay Contractor the total flat sum of Four Thousand Seven Hundred and Forty Eight Dollars Three Thousand Nine Hundred Twenty Six Dollars and TwentySixty Seven Cents ($4,748.203,926.67) per month for a total not to exceed sum of Sixty Thousand Fifty Eight Thousand Nine Hundred Dollars and Five Cents ($60,000058,900.05) (the “maximum compensation”), ending on July 19, 20263 as set forth in the Approved Fee Schedule, attached hereto as Exhibit A. Any terms in Exhibit A, other than the payment rates and schedule of payment, are null and void.

B. Expenses. The amount set forth in paragraph A shall include reimbursement for all actual and necessary expenditures reasonably incurred in the performance of this Agreement.

A. Additional Services. City shall not allow any claims for additional services performed by Contractor, unless the City Council and the Contractor Representative authorize the additional services in writing prior to Contractor’s performance of the additional services or incurrence of additional expenses. Any additional services or expenses authorized by the City Council shall be compensated at the rates set forth in Exhibit A, or, if not specified, at a rate mutually agreed to by the Parties. City shall make payment for additional services and expenses in accordance with Section 4 of this Agreement.

Formatted: Footer distance from edge: 0.5", Different first page header

Page 823 of 1383 ends

Page 2 of 11 ends

12923-0001\1917425v3.doc12923-0001\1917425v3.doc
Formatted: FooterTxt, Font: Times New Roman

3. Contractor’s Services.

A. Scope of Services. Contractor shall perform the services described in the Scope of Services, attached as Exhibit B. City may request, in writing, changes in the scope of services to be performed. Any changes mutually agreed upon by the Parties, and any increase or decrease in compensation, shall be incorporated by written amendments to this Agreement.

B. Party Representatives. For the purposes of this Agreement, the City Representative shall be the City Manager, or such other person designated in writing by the City Manager (the “City Representative”). For the purposes of this Agreement, the Contractor Representative shall be Angie Zavala (the “Contractor Representative”). The Contractor Representative shall directly manage Contractor’s services under this Agreement. Contractor shall not change the Contractor Representative without City’s prior written consent.

C. Time for Performance. Contractor shall commence the services on the Effective Date and shall perform all services by the reasonably established deadline by the City Representative or, if no deadline is established, with reasonable diligence.

C. Standard of Performance. Contractor shall perform all services under this Agreement in accordance with the standard of care generally exercised by like professionals under similar circumstances and in a manner reasonably satisfactory to City.

D. Personnel. Contractor has, or will secure at its own expense, all personnel required to perform the services required under this Agreement. All of the services required under this Agreement shall be performed by Contractor or under its supervision, and all personnel engaged in the work shall be qualified to perform such services. Contractor shall determine the means, methods, and details by which Contractor’s personnel will perform the services under this Agreement. Contractor shall be solely responsible for the satisfactory work performance of all personnel engaged in performing the services and compliance with the customary professional standards. City agrees not to recruit, hire, and/or employ any of the Contractor’s employees for at least six months after the termination of this Agreement.

E. Compliance with Laws. The Contractor shall keep itself informed of all local, state and federal ordinances, laws and regulations which in any manner affect those employed by it or in any way affect the performance of its service pursuant to this Agreement. The Contractor shall at all times observe and comply with all such ordinances, laws and regulations. The City and its agents shall not be liable at law or in equity occasioned by failure of the Contractor to comply with this section.

F. Permits and Licenses. Contractor shall obtain and maintain during the Agreement term all necessary licenses, permits and certificates required by law for the provision of services under this Agreement, including a business license.

Page 824 of 1383 ends

Page 3 of 11 ends

12923-0001\1917425v3.doc12923-0001\1917425v3.doc
Formatted: FooterTxt, Font: Times New Roman

4. Method of Payment.

A. Invoices. Contractor shall submit to City an invoice, on a monthly basis or less frequently, for actual services performed pursuant to this Agreement. Each invoice shall itemize the services rendered during the billing period, hourly rates charged, if applicable, and the amount due. If City disputes any of Contractor's fees, it shall give written notice to Contractor within thirty (30) days of receipt of an invoice of any disputed fees set forth on the invoice.

B. Payment. City shall pay all undisputed invoice amounts within thirty (30) calendar days after receipt up to the maximum compensation set forth in Section 2 of this Agreement. City shall not withhold federal payroll, state payroll or other taxes, or other similar deductions, from payments made to Contractor. For all reimbursements authorized by this Agreement, Contractor shall provide receipts on all reimbursable expenses in excess of Fifty Dollars ($50) in such form as approved by the Finance Director. City agrees to a one and a half percent (1.5%) charge per month on any outstanding amounts not paid in full within thirty days of date of invoice.

C. Audit of Records. Contractor shall make all records, invoices, time cards, cost control sheets and other records maintained by Contractor in connection with this agreement available during Contractor’s regular working hours to City for review and audit by City. City shall provide reasonable notice to Contractor to make such records available.

5. Ownership of Documents. Upon completion of, or in the event of termination or suspension of this Agreement, all original documents, designs, drawings, maps, models, computer files containing data generated for the work, surveys, notes, and other documents prepared in the course of providing the services to be performed (“written products”) pursuant to this Agreement shall become the sole property of the City without restriction or limitation upon its use and may be used, reused, disseminated or otherwise disposed of by the City without the permission of the Contractor. With respect to computer files containing data generated for the work, Contractor shall make available to the City, upon reasonable written request by the City, the necessary computer software and hardware for purposes of accessing, compiling, transferring and printing computer files. Contractor may take and retain copies of the written products as desired, but the written products shall not be the subject of a copyright application by Contractor. Notwithstanding the foregoing City recognizes that as professional in the janitorial services business Contractor has already created Proprietary Materials including but not limited to fliers, procedures, software, checklists, manuals, amongst others that may be used to provide the required janitorial services thus Contractor reserves the right to all such Proprietary Materials.

6. Independent Contractor.

Page 825 of 1383 ends

Page 4 of 11 ends

12923-0001\1917425v3.doc12923-0001\1917425v3.doc
Formatted: FooterTxt, Font: Times New Roman
employees; and City’s employees shall not supervise Contractor’s personnel. Contractor’s personnel shall not wear or display any City uniform, badge, identification number, or other information identifying such individual as an employee of City; and Contractor’s personnel shall not use any City e-mail address or City telephone number in the performance of any of the services under this Agreement. Contractor shall acquire and maintain, at its sole cost and expense, such vehicles, equipment, and supplies as Contractor’s personnel require to perform any of the services required by this Agreement.

B. No employee benefits shall be available to Contractor in connection with the performance of this Agreement. Except for the fees paid to Contractor as provided in the Agreement, City shall not pay salaries, wages, or other compensation to Contractor for performing services hereunder for City. City shall not be liable for compensation or indemnification to Contractor for injury or sickness arising out of performing services hereunder. Contractor shall be responsible for and pay all wages, salaries, benefits and other amounts due to Contractor’s personnel in connection with their performance of the services under this Agreement and as required by law. Contractor shall be responsible for all reports and obligations respecting such additional personnel, including, but not limited to: Social Security taxes, other retirement or pension benefits, income tax withholding, unemployment insurance, disability insurance, and workers' compensation insurance. Notwithstanding any other agency, state, or federal policy, rule, regulation, statute or ordinance to the contrary, Contractor and any of its officers, employees, agents, and subcontractors providing any of the services under this Agreement shall not become entitled to, and hereby waive any claims to, any wages, salaries, compensation, benefit or any incident of employment by City, including, but not limited to, eligibility to enroll in, or reinstate to membership in, the California Public Employees Retirement System (“PERS”) as an employee of City, and entitlement to any contribution to be paid by City for employer contributions or employee contributions for PERS benefits.

7. PERS Compliance and Indemnification.

A. General Requirements. The Parties acknowledge that City is a local agency member of PERS, and as such has certain pension reporting and contribution obligations to PERS on behalf of qualifying employees. Contractor agrees that, in providing its employees and any other personnel to City to perform the services under this Agreement, Contractorshall assure compliance with the Public Employees’ Retirement Law, commencing at Government Code Section 20000, the regulations of PERS, and the Public Employees’ Pension Reform Act of 2013, as amended.

Without limitation to the foregoing, Contractor shall assure compliance with regard to personnel who have active or inactive membership in PERS and to those who are retired annuitants and in performing this Agreement shall not assign or utilize any of its personnel in a manner that will cause City to be in violation of the applicable retirement laws and regulations. .

Page 826 of 1383 ends

Page 5 of 11 ends

12923-0001\1917425v3.doc12923-0001\1917425v3.doc
Formatted: FooterTxt, Font: Times New Roman
any person or entity without City’s prior written consent. City shall grant such consent if disclosure is legally required. Contractor shall return all data to City upon the expiration or termination of this Agreement. Contractor’s covenant under this Section 8 shall survive the expiration or termination of this Agreement.

9. Conflicts of Interest. Contractor and its officers, employees, associates and subcontractors, if any, shall comply with all conflict of interest statutes of the State of California applicable to Contractor’s services under this Agreement, including the Political Reform Act (Gov.

Code, § 81000 et seq.) and Government Code Section 1090. During the term of this Agreement, Contractor may perform similar services for other clients, but Contractor and its officers, employees, associates and subcontractors shall not, without the City Representative’s prior written approval, perform work for another person or entity for whom Contractor is not currently performing work that would require Contractor or one of its officers, employees, associates or subcontractors to abstain from a decision under this Agreement pursuant to a conflict of interest statute. Contractor shall incorporate a clause substantially similar to this Section 9 into any subcontract that Contractor executes in connection with the performance of this Agreement.

10. Indemnification.
.
1) By Contractor. Contractor hereby agrees to indemnify and hold harmless City and its shareholders, subsidiaries, affiliated entities, officers, directors, agents, employees, representatives and members (collectively the “City Indemnitees”) from and against any and all damages, losses, liabilities, causes of action, claims, lawsuits, counterclaims, judgments, demands, costs or expenses whatsoever, including without limitation attorney fees and court costs, (collectively the “Claims”) that may be sustained by or recovered against any of the City Indemnitees, as the result of (i) any negligent act or omission or willful misconduct of Contractor or any of its employees, subcontractors or agents, which are directly related to the services provided by Contractor’s and Contractor’s obligations under this Agreement, (ii) the breach or default of any of the covenants, agreements, terms, provisions, representations or warranties contained in this Agreement by Contractor, and (iii) the violation by Contractor of any federal, state, territorial or local law, rule, ordinance or regulation. 2) By City. City hereby agrees to indemnify and hold harmless Contractor and its shareholders, subsidiaries, affiliated entities, officers, directors, agents, employees, representatives and members (collectively the “Contractor Indemnitees”) from and against any and all Claims that may be sustained by or recovered against any of the Contractor Indemnitees, as the result of (i) any negligent act or omission or willful misconduct of City or any of its employees, subcontractors or agents, (ii) the breach or default of any of the covenants, agreements, terms, provisions, representations or warranties contained in this Agreement by City, and (iii) the violation by City of any federal, state, territorial or local law, rule, ordinance or regulation. 3) Taxes and Other Costs. Contractor acknowledges that Contractor is responsible for all withholding, social security, self-employment, worker's compensation, unemployment compensation and all other employment taxes generally paid by an employer or an

Page 827 of 1383 ends

Page 6 of 11 ends

12923-0001\1917425v3.doc12923-0001\1917425v3.doc
Formatted: FooterTxt, Font: Times New Roman
employee in connection with the employees that Contractor hires to provide the Scope of Services outlined herein. Contractor will not be treated by City as an employee for federal tax purposes.

City shall in no manner and for no purpose whatsoever, be responsible for any benefits, taxes or other conditions of employment or service for MasterCorp or any persons working for MasterCorp.
4)
B. Survival of Terms. Contractor’s indemnifications and obligations under this Section 10 shall extend for two (2) years after the expiration or termination of this Agreement.

11. Insurance.

A. Minimum Scope and Limits of Insurance. Contractor shall procure and at all times during the term of this Agreement carry, maintain, and keep in full force and effect, insurance as follows:
1) Commercial General Liability Insurance with a minimum limit of Two Million Dollars ($2,000,000) per occurrence for bodily injury, personal injury and property damage and a general aggregate limit of Two Million Dollars ($2,000,000) per project or location.

If Contractor is a limited liability company, the commercial general liability coverage shall be amended so that Contractor and its managers, affiliates, employees, agents and other persons necessary or incidental to its operation are insureds.
2) Automobile Liability Insurance for any owned, non-owned or hired vehicle used in connection with the performance of this Agreement with a combined single limit of Two Million Dollars ($2,000,000) per accident for bodily injury and property damage. If Contractor does not use any owned, non-owned or hired vehicles in the performance of services under this Agreement, Contractor shall obtain a non-owned auto endorsement to the Commercial General Liability policy required under Subparagraph A. 1) of this Section 11. 3) Workers’ Compensation Insurance as required by the State of California and Employer’s Liability Insurance with a minimum limit of One Million Dollars ($1,000,000) per accident for bodily injury or disease. If Contractor has no employees while performing services under this Agreement, workers’ compensation policy is not required, but Contractor shall provide an executed declaration that it has no employees.

B. Acceptability of Insurers. The insurance policies required under this Section 11 shall be issued by an insurer admitted to write insurance in the State of California with a rating of A:VII or better in the latest edition of the A.M. Best Insurance Rating Guide. Self insurance shall not be considered to comply with the insurance requirements under this Section 11.

C. Additional Insured. The commercial general and automobile liability policies shall contain an endorsement naming the City, its officers, employees, agents and volunteers as additional insureds.

Page 828 of 1383 ends

Page 7 of 11 ends

12923-0001\1917425v3.doc12923-0001\1917425v3.doc
Formatted: FooterTxt, Font: Times New Roman
D. Primary and Non-Contributing. The insurance policies required under this Section 11 shall apply on a primary non-contributing basis in relation to any other insurance or selfinsurance available to City. Any insurance or self-insurance maintained by City, its officers, employees, agents or volunteers, shall be in excess of Consultant’s Contractor?? insurance and shall not contribute with it.

E. Consultant’s Waiver of Subrogation. The insurance policies required under this Section 11 shall not prohibit Consultant and Consultant’s employees, agents or subcontractors from waiving the right of subrogation prior to a loss. Consultant hereby waives all rights of subrogation against City.

F. Deductibles and Self-Insured Retentions. Any deductibles or self-insured retentions must be approved by City. At City’s option, Consultant shall either reduce or eliminate the deductibles or self-insured retentions with respect to City, or Consultant shall procure a bond guaranteeing payment of losses and expenses.

G. Cancellations or Modifications to Coverage. Consultant shall not cancel, reduce or otherwise modify the insurance policies required by this Section 11 during the term of this Agreement. The commercial general and automobile liability policies required under this Agreement shall be endorsed to state that should the issuing insurer cancel the policy before the expiration date, the issuing insurer will endeavor to mail thirty (30) calendar days’ prior written notice to City. If any insurance policy required under this Section 11 is canceled or reduced in coverage or limits, Consultant shall, within two (2) business days of notice from the insurer, phone, fax or notify City via certified mail, return receipt requested, of the cancellation of or changes to the policy.

H. City Remedy for Noncompliance. If Consultant does not maintain the policies of insurance required under this Section 11 in full force and effect during the term of this Agreement, or in the event any of Consultant’s policies do not comply with the requirements under this Section 11, City may either immediately terminate this Agreement or, if insurance is available at a reasonable cost, City may, but has no duty to, take out the necessary insurance and pay, at Consultant’s expense, the premium thereon. Consultant shall promptly reimburse City for any premium paid by City.

I. Evidence of Insurance. Prior to the performance of services under this Agreement, Consultant shall furnish City’s Risk Manager with a certificate or certificates of insurance and all original endorsements evidencing and effecting the coverages required under this Section 11. The endorsements are subject to City’s approval. Consultant may provide complete, certified copies of all required insurance policies to City. Consultant shall maintain current endorsements on file with City’s Risk Manager. Consultant shall provide proof to City’s Risk Manager that insurance policies expiring during the term of this Agreement have been renewed or replaced with other policies providing at least the same coverage. Consultant shall furnish such proof at least two (2) weeks prior to the expiration of the coverages.

J. Subcontractor Insurance Requirements. Consultant shall require each of its subcontractors that perform services under this Agreement to maintain insurance coverage that meets all of the requirements of this Section 11.

Page 829 of 1383 ends

Page 8 of 11 ends

12923-0001\1917425v3.doc12923-0001\1917425v3.doc
Formatted: FooterTxt, Font: Times New Roman

12. Mutual Cooperation.

A. City’s Cooperation. City shall provide Contractor with all pertinent data, documents and other requested information as is reasonably available for Contractor’s proper performance of the services required under this Agreement.

B. Contractor’s Cooperation. In the event any claim or action is brought against the City relating to Contractor’s performance or services rendered under this Agreement, Contractor shall render any reasonable assistance that City requires.

13. Records and Inspections. Contractor shall maintain full and accurate records with respect to all matters covered under this Agreement for a period of 1 (one) years. Upon reasonable notice Contractor shall, without charge, provide City with access to the records during normal business hours. City may examine and audit the records and make transcripts therefrom, and inspect all program data, documents, proceedings and activities.

14. Termination or Suspension of Agreement.

A. Right to Terminate or Suspend. City may terminate or suspend this Agreement at any time, at will, for any reason or no reason, after giving written notice to Contractor at least fifteen (15) calendar days before the termination or suspension is to be effective. Contractor may terminate this Agreement at any time, at will, for any reason or no reason, after giving written notice to City at least thirty (30) calendar days before the termination is to be effective.

B. Obligations upon Termination. Contractor shall cease all work under this Agreement on or before the effective date of termination specified in the notice of termination. In the event of City’s termination of this Agreement due to no fault or failure of performance by Contractor, City shall pay Contractor based on the percentage of work satisfactorily performed up to the effective date of termination. In no event shall Contractor be entitled to receive more than the amount that would be paid to Contractor for the full performance of the services required by this Agreement.

15. Force Majeure. The Parties shall not be liable for any failure to perform their obligations under this Agreement if the Party claiming force majeure presents reasonable evidence that such failure was due to strikes, lockouts, labor disputes, embargoes, acts of God, inability to obtain labor or materials or reasonable substitutes for labor or materials, governmental restrictions, governmental regulations, governmental controls, judicial orders, enemy or hostile governmental action, civil commotion, fire or other casualty, or other causes beyond the claiming Party's reasonable control and not due to any act of its own.

16. Notices. Any notices, consents, requests, demands, bills, invoices, reports or other communications which either party may desire to give to the other party under this Agreement must be in writing and conclusively deemed effective: (a) on personal delivery, (b) on confirmed delivery by reputable document delivery service or courier service during Contractor’s and City's regular business hours, or (c) five business days after deposit in the United States mail, by first class mail, postage prepaid, and addressed to the party to be notified as set forth below:

If to City: If to Contractor:

Page 830 of 1383 ends

Page 9 of 11 ends

12923-0001\1917425v3.doc12923-0001\1917425v3.doc
Formatted: FooterTxt, Font: Times New Roman
Attn: Raymond Navera Lucia Nevarez
Covina Police Dept.
444 N. Citrus Ave. Phoenix, AZ 85021
Covina, California 91723

17. Non-Discrimination and Equal Employment Opportunity. In the performance of this Agreement, Contractor shall not discriminate against any employee, subcontractor or applicant for employment because of race, color, religious creed, sex, gender, gender identity, gender expression, marital status, national origin, ancestry, age, physical disability, mental disability, medical condition, genetic information, sexual orientation or other basis prohibited by law.

Contractor will take affirmative action to ensure that subcontractors and applicants are employed, and that employees are treated during employment, without regard to their race, color, religious creed, sex, gender, gender identity, gender expression, marital status, national origin, ancestry, age, physical disability, mental disability, medical condition, genetic information or sexual orientation.

18. Prohibition of Assignment and Delegation. Contractor shall not assign any of its rights or delegate any of its duties under this Agreement, either in whole or in part, without City’s prior written consent. City’s consent to an assignment of rights under this Agreement shall not release Contractor from any of its obligations or alter any of its primary obligations to be performed under this Agreement. Any attempted assignment or delegation in violation of this Section 18 shall be void and of no effect and shall entitle City to terminate this Agreement. As used in this Section 18, “assignment” and “delegation” means any sale, gift, pledge, hypothecation, encumbrance or other transfer of all or any portion of the rights, obligations, or liabilities in or arising from this Agreement to any person or entity, whether by operation of law or otherwise, and regardless of the legal form of the transaction in which the attempted transfer occurs.

19. No Third Party Beneficiaries Intended. Except as otherwise provided in Section 10, this Agreement is made solely for the benefit of the Parties to this Agreement and their respective successors and assigns, and no other person or entity may have or acquire a right by virtue of this Agreement.

20. Waiver. No delay or omission to exercise any right, power or remedy accruing to the Parties under this Agreement shall impair any right, power or remedy of the Parties, nor shall it be construed as a waiver of, or consent to, any breach or default. No waiver of any breach, any failure of a condition, or any right or remedy under this Agreement shall be (1) effective unless it is in writing and signed by the party making the waiver, (2) deemed to be a waiver of, or consent to, any other breach, failure of a condition, or right or remedy, or (3) deemed to constitute a continuing waiver unless the writing expressly so states.

21. Exhibits. Exhibits A, and B constitute a part of this Agreement and are incorporated into this Agreement by this reference. If any inconsistency exists or arises between a provision of this Agreement and a provision of any exhibit, the provisions of this Agreement shall control.

Page 831 of 1383 ends

Page 10 of 11 ends

12923-0001\1917425v3.doc12923-0001\1917425v3.doc
Formatted: FooterTxt, Font: Times New Roman

22. Entire Agreement. This Agreement and all exhibits referred to in this Agreement constitute the final, complete and exclusive statement of the terms of the agreement between the Parties pertaining to the subject matter of this Agreement and supersede all other prior or contemporaneous oral or written understandings and agreements of the Parties. No party has been induced to enter into this Agreement by, nor is any party relying on, any representation or warranty except those expressly set forth in this Agreement.

23. Amendment of Agreement. This Agreement may be amended only by a writing signed by both Parties. The City Manager is authorized to sign an amendment to this Agreement on the City Council’s behalf and without the City Council’s prior approval to make the following nonsubstantive modifications to the Agreement: (a) name changes; (b) extensions of time; (c) nonmonetary changes in the scope of work; and (d) termination of the Agreement.

24. Headings. The headings in this Agreement are included solely for convenience of reference and shall not affect the interpretation of any provision of this Agreement or any of the rights or obligations of the Parties to this Agreement.

25. Word Usage. Unless the context clearly requires otherwise, (a) the words “shall,” “will” and “agrees” are mandatory and “may” is permissive; (b) “or” is not exclusive; and (c) “includes” or “including” are not limiting.

26. Time of the Essence. Time is of the essence in respect to all provisions of this Agreement that specify a time for performance; provided, however, that the foregoing shall not be construed to limit or deprive a Party of the benefits of any grace or use period allowed in this Agreement.

27. Governing Law and Choice of Forum. This Agreement, and any dispute arising from the relationship between the Parties to this Agreement, shall be governed by and construed in accordance with the laws of the State of California, except that any rule of construction to the effect that ambiguities are to be resolved against the drafting party shall not be applied in interpreting this Agreement. Any dispute that arises under or relates to this Agreement (whether contract, tort or both) shall be resolved in a municipal, superior or federal court with geographic jurisdiction over the City of Covina.

28. Attorneys’ Fees. In any litigation or other proceeding by which on party seeks to enforce its rights under this Agreement (whether in contract, tort or both) or seeks a declaration of any rights or obligations under this Agreement, the prevailing party shall be awarded reasonable attorneys’ fees together with any costs and expenses, to resolve the dispute and to enforce the final judgment.

29. Severability. If a court of competent jurisdiction holds any provision of this Agreement to be illegal, invalid or unenforceable for any reason, the validity of and enforceability of the remaining provisions of this Agreement shall not be affected and continue in full force and effect.

30. Authority to Execute Agreement. The person or persons executing this Agreement on behalf of Contractor warrants and represents that he or she has the authority to execute this Agreement on behalf of the Contractor and has the authority to bind Contractor to the performance of its obligations hereunder.

Page 832 of 1383 ends

Page 11 of 11 ends

12923-0001\1917425v3.doc12923-0001\1917425v3.doc
Formatted: FooterTxt, Font: Times New Roman
[SIGNATURE PAGE FOLLOWS]
The Parties, through their duly authorized representatives, are signing this Agreement on the date stated in the introductory clause.

City:

City of Covina,
a California municipal corporation
By:

Name:

Title:

ATTEST:

By:

Name: Fabian VelezGeorgianna Nicole
Alvarez
Title: Chief Deputy City Clerk
APPROVED AS TO FORM:

By:

Name: Candice K. Lee
Title: City Attorney
Contractor:

MasterCorp Commercial Services
a Limited Liability Company
By:

Name:

Title:

By:

Name:

Title:
(Two signatures of corporate officers required
for corporations under Corporations Code
Section 313, unless corporate documents
authorize only one person to sign this
Agreement on behalf of the corporation.)
Formatted: Normal, Indent: Left: 0.28", Space After: 12 pt, Tab stops: 3", Right + Not at 6.5"

Page 833 of 1383 ends