Attachment D - Draft Exhibit 1 - Appendices — Council Water Committee, October 13, 2022

Collection System Flow Metering Locations
Appendix A
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 7,0003,500
Scale in Feet
MH 30K050
MH 30K109
MH 38K038
MH 22E038
MH 18D022
MH 29G003
MH 22H056
MH 23G001
MH 41Q033
MH 39P008
MH 36M040
MH 30P060
MH 34N024
MH 33P111
MH 32R081
MH 34Q041
MH 27P082
MH 34M018
MH 34M050MH 35M014
MH 35M057
MH 38J044
MH 41Q020
MH 41R005
MH 18P067
Figure X
Proposed Flow Meter
Location Overview
City of Stockton
Wastewater
Master Plan
Symbology
Proposed Flow Meter
Gravity Main Size
Unknown
Less than 24
24 and Greater
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Monitor\FM Overview.mxd - aconnell - 9/15/2020 DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 10050
Scale in Feet
")
!2
")
!2
")")
!2
")")
!2
")")
")
")
")")
!2
!2
!2!2!2
!2
!2
!2
!2
!2
[LS
±
S t o n e R i v e r C i r
F i v e M i l e D r
C u m b e r l a n d P l S t o n e R i v e r C i r
MH 22E038
Symbology
Proposed Flow Meter
[LS
±Sewer Lift Station
!2 Manhole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Monitor\1. FM 1-1.mxd - aconnell - 9/9/2020 Figure 1
Flow Meter 1-1
MH ID 22E038
Basin 1
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 10050
Scale in Feet
!2")
!2
")
!2
!2
!2")
!2
")
!2
")
")
!2
!2
!2 S t a n t o n W a y
A l e x a n d r i a P l
Lincoln
High School
MH 23G001
Symbology
Proposed Flow Meter
[LS
±Sewer Lift Station
!2 Manhole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Monitor\2. FM 2-1.mxd - aconnell - 9/9/2020 Figure 2
Flow Meter 2-1
MH ID 23G001
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 5025
Scale in Feet
")
!2
")
!2
!2
!2
W L i n c o l n R d
R i c h m o n d P l
MH 22H056
Symbology
Proposed Flow Meter
[LS
±Sewer Lift Station
!2 Manhole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Monitor\FM_Potrait.mxd - aconnell - 9/8/2020 Figure 3
Flow Meter 2-2
MH ID 22H056
Basin 2
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 5025
Scale in Feet
")
")
!2
")
")
")
!2
!2
!2
N P e r s h i n g A v e
E l m w o o d A v e
MH 30K050
Symbology
Proposed Flow Meter
[LS
±Sewer Lift Station
!2 Manhole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Monitor\FM_Potrait.mxd - aconnell - 9/9/2020 Figure 4
Flow Meter 3-1
MH ID 30K050
Basin 3
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 5025
Scale in Feet
!2
")
")
")
")
!2
!2
!2
!2
!2
!2
N O r a n g e S t
M i d d l e f i e l d A v e
MH 30K109
Symbology
Proposed Flow Meter
[LS
±Sewer Lift Station
!2 Manhole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Monitor\FM_Potrait.mxd - aconnell - 9/8/2020 Figure 5
Flow Meter 3-2
MH ID 30K109
Basin 3
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 5025
Scale in Feet
!2
C a l a r i v a D r
N S t i l e s D r
MH 29G003
Symbology
Proposed Flow Meter
[LS
±Sewer Lift Station
!2 Manhole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Monitor\FM_Potrait.mxd - aconnell - 9/8/2020 Figure 6
Flow Meter 3-3
MH ID 29G003
Basin 3
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 5025
Scale in Feet
!2
!2 ")
")
!2
")
")!2
!2
!2
!2
!2
!2
E M a r s h S t S S h a s t a A v e
B u r k e t t A v e
MH 32R081
Symbology
Proposed Flow Meter
[LS
±Sewer Lift Station
!2 Manhole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Monitor\FM_Potrait.mxd - aconnell - 9/9/2020 Figure 7
Flow Meter 4-1
MH ID 32R081
Basin 4
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 10050
Scale in Feet
")
!2
")
")
")
!2")
")
!2")
!2
")")
")
!2
!2
!2
!2
!2
!2
!2
!2
!2
!2
!2
!2
[LS
±
W a t e r l o o R d
S y c a m o r e A v e
H i a w a t h a A v e
MH 30P060
Symbology
Proposed Flow Meter
[LS
±Sewer Lift Station
!2 Manhole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Monitor\FM_Potrait.mxd - aconnell - 9/9/2020 Figure 8
Flow Meter 4-2
MH ID 30P060
Basin 4
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 5025
Scale in Feet
!2
")
")
")
")
!2
!2
!2
W S c o t t s A v e
S V a n B u r e n S t
MH 35M014
Symbology
Proposed Flow Meter
[LS
±Sewer Lift Station
!2 Manhole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Monitor\FM_Potrait.mxd - aconnell - 9/9/2020 Figure 9
Flow Meter 5-1
MH ID 35M014
Basin 5
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 5025
Scale in Feet
!2
")
!2
")
")
")
")
")
")
!2
!2
W W a s h i n g t o n S t
S L i n c o l n S t
¬«4
MH 34M018
Symbology
Proposed Flow Meter
[LS
±Sewer Lift Station
!2 Manhole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Monitor\FM_Potrait.mxd - aconnell - 9/8/2020 Figure 10
Flow Meter 5-2
MH ID 34M018
Basin 5
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 15075
Scale in Feet
!2")
")")
!2
")
")
")
") !2 ")
")
!2
!2
!2
!2
!2
A s t
E J e f f e r s o n S t
B S t
E A n d e r s o n S t
MH 34Q041
Symbology
Proposed Flow Meter
[LS
±Sewer Lift Station
!2 Manhole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Monitor\11. FM 6-1.mxd - aconnell - 9/9/2020 Figure 11
Flow Meter 6-1
MH ID 34Q041
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 10050
Scale in Feet
!2
")
!2 ")
") ")
")
")
")
")
")
!2
")
")
")!2")
")
")
!2
!2
!2
!2
!2
!2
!2
E H a z e l t o n A v e
D e l l a S t
MH 33P111
Symbology
Proposed Flow Meter
[LS
±Sewer Lift Station
!2 Manhole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Monitor\FM_Potrait.mxd - aconnell - 9/9/2020 Figure 12
Flow Meter 6-2
MH ID 33P111
Basin 6
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 5025
Scale in Feet
")
!2
")
!2
")
!2
!2
!2
A u r o r a S t S
E C h u r c h S t
MH 34N024
Symbology
Proposed Flow Meter
[LS
±Sewer Lift Station
!2 Manhole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Monitor\FM_Potrait.mxd - aconnell - 9/9/2020 Figure 13
Flow Meter 6-3
MH ID 34N024
Basin 6
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 5025
Scale in Feet
")
!2
")
")
!2
!2
!2
!2
!2!2
!2
D r M . L . K . J r B l v d
W C l a y S t
5 F w y o n r a m p
MH 36M040
Symbology
Proposed Flow Meter
[LS
±Sewer Lift Station
!2 Manhole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Monitor\FM_Potrait.mxd - aconnell - 9/8/2020 Figure 14
Flow Meter 6-4
MH ID 36M040
Basin 6
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 5025
Scale in Feet
")
")
!2 ")
")
!2!2
S V a n B u r e n S t
W W o r t h S t
MH 35M057
Symbology
Proposed Flow Meter
[LS
±Sewer Lift Station
!2 Manhole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Monitor\FM_Potrait.mxd - aconnell - 9/9/2020 Figure 15
Flow Meter 6-5
MH ID 35M057
Basin 6
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 5025
Scale in Feet
")
")
")
!2
!2
")
!2
")
")
!2 ")
") ")
")
")
!2
!2
!2
E C h u r c h S t
S C e n t e r S t
MH 34M050
Symbology
Proposed Flow Meter
[LS
±Sewer Lift Station
!2 Manhole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Monitor\FM_Potrait.mxd - aconnell - 9/8/2020 Figure 16
Flow Meter 6-6
MH ID 34M050
Basin 6
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 10050
Scale in Feet
")
!2
")
!2
")!2")
!2
!2
!2R a l p h A v e
P e r l m a n D r
MH 39P008
Symbology
Proposed Flow Meter
[LS
±Sewer Lift Station
!2 Manhole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Monitor\FM_Potrait.mxd - aconnell - 9/9/2020 Figure 17
Flow Meter 7-1
MH ID 39P008
Basin 7
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 15075
Scale in Feet
!2") ")
!2 !2
")
!2
")
")
!2
")
!2 !2
")
") ")
")!2
!2
")
")!2 !2 !2
")
")
")!2 ")!2
") ")")
")!2") ")!2
")
!2 ")!2") !2
") ") ")
") ") ")
")
")
") ")
")
")
!2
!2 !2
!2
!2 !2
!2
!2
!2
!2!2
!2
!2
!2
!2
!2
!2 !2 !2
!2 !2!2 !2!2 !2
!2
W 8 t h S t
Q u a k e r R i d g e C t
S t L a k e s W a y
S F r e s n o A v e
MH 38K038
Symbology
Proposed Flow Meter
[LS
±Sewer Lift Station
!2 Manhole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
[LS
±Storm Pump Station
Catch Basin Line
Storm Drain Line
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Meters\18. FM 7-2.mxd - aconnell - 9/24/2020 Figure 18
Flow Meter 7-2
MH ID 38K038

City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 10050
Scale in Feet
")
!2!2
")
!2 ")
!2 ")
")
!2 !2!2
!2
!2
!2
!2
!2
!2
W 8 t h A v e
H o u s t o n A v e
MH 38J044
Symbology
Proposed Flow Meter
[LS
±Sewer Lift Station
!2 Manhole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Meters\19. FM 8-1.mxd - aconnell - 9/24/2020 Figure 19
Flow Meter 8-1
MH ID 38J044
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 10050
Scale in Feet
!2
")
!2 ")
!2
!2
")
")
!2
")
")
")!2")
!2
")
")
!2
!2
!2
!2
!2
!2
!2
!2
!2
G i b r a l t a r C t
I n d u s t r i a l D r
MH 41Q033
Symbology
Proposed Flow Meter
[LS
±Sewer Lift Station
!2 Manhole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Meters\FM_Potrait.mxd - aconnell - 9/24/2020 Figure 20
Flow Meter 8-2
MH ID 41Q033
Basin 8
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 15075
Scale in Feet
!2 ")
!2
")
!2
")
!2
!2
")
!2
!2
")
")
")
")
!2
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
")
!2
!2
!2
!2
!2
!2
!2
S A i r p o t W a y
I n d u s t r i a l W a y
MH 41Q020
Symbology
Proposed Flow Meter
[LS
±Sewer Lift Station
!2 Manhole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Meters\21. FM 8-3.mxd - aconnell - 9/24/2020 Figure 21
Flow Meter 8-3
MH ID 41Q020
Basin 8
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 15075
Scale in Feet
!2
!2
!2
!2
")
")
")
")
!2
")
")
")
!2
")
")
")
")
")
")
")
")
")
")
!2
!2
!2
!2
S A i r p o r t W a y
I n d u s t r i a l D r
MH 41R005
Figure 22
Flow Split 8-4
MH ID 41R005
City of Stockton
Wastewater
Master Plan
Symbology
Proposed Flow Meter
[LS
±Sewer Lift Station
!2 Manhole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Meters\22. FM 8-4.mxd - aconnell - 9/24/2020 DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 15075
Scale in Feet
")
!2")
")
")
!2")")
!2
!2
")
!2
!2
")
!2
!2
!2
!2
!2 !2
!2
!2
!2
!2
!2
!2
!2
!2
N W i l s o n W a y
E A l p i n e A v e
MH 27P082
Symbology
Proposed Flow Meter
[LS
±Sewer Lift Station
!2 Manhole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Meters\21. FM 8-3.mxd - aconnell - 9/24/2020 Figure 23
Flow Meter 9-1
MH ID 27P082
Basin 9
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 15075
Scale in Feet
")
!2 ")
")
!2
!2 ")
!2
")
!2
!2
!2
!2
!2
!2
!2
S t u r g e o n R d
T w i n B r o o k s L n
Access to levee (locked gate)
MH 18D022
Symbology
Proposed Flow Meter
[LS
±Sewer Lift Station
!2 Manhole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Meters\FM_Potrait.mxd - aconnell - 9/24/2020 Figure 24
Flow Meter 10-1
MH ID 18D022
Basin 10
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 10050
Scale in Feet
!2
!2
")
")
!2
")
")
!2
!2
!2
!2
P r i s c i l l a L a n e
E M o r a d a L a n e
MH 18P067
Symbology
Proposed Flow Meter
[LS
±Sewer Lift Station
!2 Manhole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Meters\FM_Potrait.mxd - aconnell - 9/24/2020 Figure 25
Flow Meter 10-2
MH ID 18P067
Basin 10
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

Collection System Flow Split Locations

Appendix B
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Splits\FS Template_Landscape_bot.mxd - aconnell - 9/3/2020 ")
")
!2
!2
")
!2
")
")
")
!2
!2
!2 !2
!2
!2
!2
!2
!(
!( !(H a m m e r L n
T h o r n t o n R d
MH 21J022
MH 21J025
MH 21J016
21''15''
21''
8''
8'' 36''
36''
15''
''
36''
8''
6''
8''
15''
36''
15''
Symbology
!( Flow Split MH
!( Downstream MH 1
!( Downstream MH 2
[LS
±Sewer Lift Station
!2 Sewer MH
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
0 10050
Scale in Feet
Figure 1
Flow Split 2-1
MH ID 21J022
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Splits\FS Template_Landscape_bot.mxd - aconnell - 9/3/2020 ")
!2
")
")
")
!2
")
")
")!2
")
!2
!2
!2
!2
!2
!2
!2
!2
!2
!2
!2
!(
!(
!(
N P e r s h i n g A v e
C o u n t r y C l u b B l v d
6''
MH 30K915
MH 30K101
MH 30K917
24''
6''
30''
6''
6''
6''
6''
6''
24''
48''
12''
6''
24''
12''
24''
8''
6''
30''
12''
48''
24''
6''
6''
12'' 48''
Symbology
!( Flow Split MH
!( Downstream MH 1
!( Downstream MH 2
[LS
±Sewer Lift Station
!2 Sewer MH
Lamphole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
0 10050
Scale in Feet
Figure 2
Flow Split 3-1
MH ID 30K915
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Splits\FS Template_Landscape_bot.mxd - aconnell - 9/3/2020 !2
!2
!2!2
!2
!(
!(
!(
M i s s i o n R d
S T u x e d o A v e
MH 31J018
MH 31J083
MH 31J082
8''
6''
15''
8''
36''
6''
8''
15''
6''
36''
6''
36''
Symbology
!( Flow Split MH
!( Downstream MH 1
!( Downstream MH 2
[LS
±Sewer Lift Station
!2 Sewer MH
Lamphole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
0 10050
Scale in Feet
Figure 3
Flow Split 3-2
MH ID 31K915
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Splits\4. FS 3-3.mxd - aconnell - 9/4/2020 ")
!2
")!2
!2
!2!2
")
")
!2
")
!2!2
!2
")
")
!2
")
!2
")
!2")
!2
!2
")
")
")
")
")
")
")
!2
")
")
")
!2
!2!2 !2!2
!2 !2
!2
!2
!2
!2
!2
!2
!2
!2
!(
!(
!(
N G r a n t S t
O a k S t
6''
21''
MH 32N040
MH 32N058
10''
8''
6''
6''
6''
6''
16''
10''
21''
6''
10''
18''
12''
6''
21''6''
6''
8''
6''
6''
6''
12''
21''
10''
6''
6''
8''
21''
Symbology
!( Flow Split MH
!( Downstream MH 1
!( Downstream MH 2
[LS
±Sewer Lift Station
!2 Sewer MH
Lamphole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
0 10050
Scale in Feet
Figure 4
Flow Split 3-3
MH ID 32N037
City of Stockton
Wastewater
Master Plan
")
!2
")
!2!2
!2
!2!(MH 32N037
6''
21''
18''10''
12''
16''
6''
6''
21''
21''
6''
6''
10''
10''
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 10050
Scale in Feet
!2
!2
")
")
")
")
")
")
")
!2")
")
")
")
")
")!2")
!2
!2
!2
!2
!2
!2
!2
!2
!2
!2
!2
!2
!(
!(
!(
N G r a n t S t
E M i n e r A v e
MH 32N099
MH 32N074
MH 32N116
Figure 5
Flow Split 3-4
MH ID 32N099
City of Stockton
Wastewater
Master Plan
Symbology
!( Flow Split MH
!( Downstream MH 1
!( Downstream MH 2
[LS
±Sewer Lift Station
!2 Manhole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Splits\FS Template_Portrait.mxd - aconnell - 9/3/2020 DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 5025
Scale in Feet
")
!2
!2
!2
!2
")
")
")
")
!2!2 !2!2
!2
!2
!2
!(
!(
!(
N G r a n t S t r e e t
E F r e m o n t S t
MH 32N037
MH 32N056
MH 32N058
Figure 6
Flow Split 3-5
MH ID 32N056
City of Stockton
Wastewater
Master Plan
Symbology
!( Flow Split MH
!( Downstream MH 1
!( Downstream MH 2
[LS
±Sewer Lift Station
!2 Manhole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Splits\FS Template_Portrait.mxd - aconnell - 9/3/2020 DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Splits\FS Template_Landscape_bot.mxd - aconnell - 9/3/2020 !2
!2
")
")
")
!2 ")
!2
")
")
!2
")
!2
")
")!2
")
!2
")
")
")
!2
!2!2
!2
!2!2
!2
!2
!2
!2
!2
!(
!(
!(
N S i e r r a N e v a d a S t
E L i n d s a y S t
E M i n e r A v e
MH 32P067
MH 32P090
MH 32P071
6''
6''
6''
16''
6''
18''
6''
18''
16''
6''
6''
6''
6'' 6''
6''
6''
6''
18''
Symbology
!( Flow Split MH
!( Downstream MH 1
!( Downstream MH 2
[LS
±Sewer Lift Station
!2 Sewer MH
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
0 10050
Scale in Feet
Figure 7
Flow Split 3-6
MH ID 32P067
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Splits\FS Template_Landscape_bot.mxd - aconnell - 9/3/2020 !2
")
")
!2
")
")
")
")
")
")")
!2
!2
!2
!2
!2
!2
!2
!2
!2
!2
!2
!(
!(
!(
E F r e m o n t S t
A S t
MH 32P003
MH 32P012
MH 32P009
''
8''
8''
12''
6''
18''
''
8''
16''
8''
18''
18''
16''
8''
16''
16''
30''
24''
30''
8''
8''
8''
16''
Symbology
!( Flow Split MH
!( Downstream MH 1
!( Downstream MH 2
[LS
±Sewer Lift Station
!2 Sewer MH
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
0 5025
Scale in Feet
Figure 8
Flow Split 3-7
MH ID 32P003
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 10050
Scale in Feet
")
")
!2")
")
!2
")")
!2
")
")
")
!2
")
")
") !2 !2
")
")
!2
")
!2")
")
!2!2
!2
!2
!2
!2
!2
!2 !2
!2
!2
!2
!(
!(
!(
N F i l b e r t S t
E F r e m o n t S t
MH 31R030
MH 31R031
MH 31R005
Figure 9
Flow Split 4-1
MH ID 31R030
City of Stockton
Wastewater
Master Plan
Symbology
!( Flow Split MH
!( Downstream MH 1
!( Downstream MH 2
[LS
±Sewer Lift Station
!2 Manhole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Splits\FS Template_Portrait.mxd - aconnell - 9/3/2020 DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Splits\FS Template_Landscape_bot.mxd - aconnell - 9/3/2020 ")
")
")
")
!2
!2
!2
!2
!(
!(
!(
E M i n e r A v e
N S h a s t a A v e
MH 31R056
MH 31R055
MH 31R059
12''
12''
12''
12''
12''
6''
12''
Symbology
!( Flow Split MH
!( Downstream MH 1
!( Downstream MH 2
[LS
±Sewer Lift Station
!2 Sewer MH
Lamphole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
0 5025
Scale in Feet
Figure 10
Flow Split 4-2
MH ID 31R056
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Splits\11. FS 5-1.mxd - aconnell - 9/4/2020 ")
")
")
")
")
!2
")
!2
!2
!2
!2
!2
!(
!(
!(
W S c o t t s A v e
E J a c k s o n S t
MH 35L027
MH 35K022
MH 35L028
24''
24''
8''
27''
24''
6''
8''
27''
6''
24''
27''
Symbology
!( Flow Split MH
!( Downstream MH 1
!( Downstream MH 2
[LS
±Sewer Lift Station
!2 Sewer MH
Lamphole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
0 7537.5
Scale in Feet
Figure 11
Flow Split 5-1
MH ID 35L027
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Splits\FS Template_Landscape_bot.mxd - aconnell - 9/3/2020 !2
!2
!2
!2
!2
!2
!2 !2
!2
!2
!2
!(
!(
!(
S L o sA n g e l e sA v e
W S c o t t s A v e
MH 35K030
MH 35K032
MH 35K031
36''
''
8''
8''
36''
8''
8''
27''
8''
36''
8''
8''
36''
27''
8''
27''
Symbology
!( Flow Split MH
!( Downstream MH 1
!( Downstream MH 2
[LS
±Sewer Lift Station
!2 Sewer MH
Lamphole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
0 7537.5
Scale in Feet
Figure 12
Flow Split 5-2
MH ID 34P109
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Splits\FS Template_Landscape_bot.mxd - aconnell - 9/3/2020 !2
")
")
!2
!2
!2
!2
!2
!( !(
!(
S W i l s o n W a y
E H a z e l t o n A v e
MH 34P109
MH 34P025
MH 34P024
36''
8''
24''
36''
24''
6''
36''
6''
Symbology
!( Flow Split MH
!( Downstream MH 1
!( Downstream MH 2
[LS
±Sewer Lift Station
!2 Sewer MH
Lamphole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
0 2512.5
Scale in Feet
Figure 13
Flow Split 6-1
MH ID 34P109
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Splits\FS Template_Landscape_bot.mxd - aconnell - 9/3/2020 ")
!2
")
")
")")
")
")
!2
")
")
!2
!2
!2
!2
!2
!(
!(
!(
S U n i o n S t
E H a z e l t o n A v e
MH 34P051
MH 34P056
MH 34P052
14''
24''
24''
24''
8''
6''
14''
6''
24''
Symbology
!( Flow Split MH
!( Downstream MH 1
!( Downstream MH 2
[LS
±Sewer Lift Station
!2 Sewer MH
Lamphole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
0 5025
Scale in Feet
Figure 14
Flow Split 6-2
MH ID 34P051
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Splits\16. FS 6-4.mxd - aconnell - 9/4/2020 ")
")
")
")
")")!2
")
!2
")
")
")
!2
!2
")
")
!2 !2
!2
!2
!2
!2
!2
!2
!2
!(
!( !(
S W i l s o n W a y
E J a c k s o n S t
MH 35P012
MH 35P013
MH 35P015
4''
6''
4''
6''
6'' 6''
10''
4''
6''
12''
8''
6''
12''
12''
10''
6''
24''
6''
24''
24''
Symbology
!( Flow Split MH
!( Downstream MH 1
!( Downstream MH 2
[LS
±Sewer Lift Station
!2 Sewer MH
Lamphole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
0 10050
Scale in Feet
Figure 15
Flow Split 6-3
MH ID 31Q112
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Splits\16. FS 6-4.mxd - aconnell - 9/4/2020 !2
!2
!2
!2
!2
!2
!2
!(
!(
!(
E F r e m o n t S t
W i z a r d A v e
MH 31Q112
MH 31Q113
MH 32Q001
''8''
24''
24''
18''
8''
16''
16''
16''
24''
Symbology
!( Flow Split MH
!( Downstream MH 1
!( Downstream MH 2
[LS
±Sewer Lift Station
!2 Sewer MH
Lamphole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
0 2512.5
Scale in Feet
Figure 16
Flow Split 6-4
MH ID 31Q112
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Splits\FS Template_Landscape_bot.mxd - aconnell - 9/3/2020 ")
!2
")
")
")
!2
")
!2
!2
!2
!2
!2
!2
!2
!(
!(
!(C h u r c h S t
S H a r r i s o n S t
MH 34L024
MH 34L028
MH 34L022
18''
24''
27''
6''
6''
6''
27''
6''
24''
6''
24''
27''
Symbology
!( Flow Split MH
!( Downstream MH 1
!( Downstream MH 2
[LS
±Sewer Lift Station
!2 Sewer MH
Lamphole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
0 5025
Scale in Feet
Figure 17
Flow Split 6-5
MH ID 34L024
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
WEST YOST - N:\Clients\129 Stockton\60-20-42 Stockton WWMP\GIS\MXD\Flow Splits\FS Template_Landscape_bot.mxd - aconnell - 9/4/2020 ")
!2
!2
!2
")
")!2
")
!2
!2
!2
!2
!2
!2
!2
!2!(
!(
!(
G i b r a l t a r C t
I n d u s t r i a l D r
MH 41Q025
MH 41P036
MH 41Q024
30''
18''
8''
66''
27''
66''
66''
6''
18''30''
27''
10''
10''66''
Symbology
!( Flow Split MH
!( Downstream MH 1
!( Downstream MH 2
[LS
±Sewer Lift Station
!2 Sewer MH
Lamphole
Gravity Main
Force Main
") Inlet or Catch Basin
!2 Storm Drain MH
Catch Basin Line
Storm Drain Line
0 5025
Scale in Feet
Figure 18
Flow Split 8-1
MH ID 41Q025
City of Stockton
Wastewater
Master Plan
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

Flow Split Survey Notes

Appendix C
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
GIS Shows flow entering from east and existing
west. Only two pipes in GIS. I think 15" NE is
abandoned coming from MH21J008
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
Can not confirm southern flow direction in GIS
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
GIS shows reversed flow
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

Modeled vs. Metered Dry Weather Diurnal Flows

Appendix D
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 5
10 15
20 25
30 35
40 0:00 1:00
2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Flow, mgd
Time of Day
RWCF D
ry Weather Weekday Diurnal Flows
Metered Flows
Modeled Flow
s
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 0.2

0.4 0.6

0.8 1

1.2 0:00 1:00
2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Flow, mgd
Time of Day
Metering
Site 1-1 Dry Weather Weekday Diurnal Flows
Metered Flows
Modeled Flow
s
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 0.5
1 1.5
2 2.5
3 3.5
4 0:00 1:00
2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Flow, mgd
Time of Day
Metering
Site 2-1 Dry Weather Weekday Diurnal Flows
Metered Flows
Modeled Flow
s
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 1
2 3
4 5
6 0:00 1:00
2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Flow, mgd
Time of Day
Metering
Site 2-2 Dry Weather Weekday Diurnal Flows
Metered Flows
Modeled Flow
s
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 0.2

0.4 0.6

0.8 1

1.2 1.4

1.6 0:00 1:00
2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Flow, mgd
Time of Day
Metering
Site 3-1 Dry Weather Weekday Diurnal Flows
Metered Flows
Modeled Flow
s
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 0.5
1 1.5
2 2.5
0:00 1:00
2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Flow, mgd
Time of Day
Metering
Site 3-2 Dry Weather Weekday Diurnal Flows
Metered Flows
Modeled Flow
s
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 0.05

0.1 0.15

0.2 0.25

0.3 0:
00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Flow, mgd
Time of Day
Metering
Site 3-3 Dry Weather Weekday Diurnal Flows
Metered Flows
Modeled Flow
s
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9
1 0:00 1:00
2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Flow, mgd
Time of Day
Metering
Site 4-1 Dry Weather Weekday Diurnal Flows
Metered Flows
Modeled Flow
s
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0:00 1:00
2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Flow, mgd
Time of Day
Metering
Site 4-2 Dry Weather Weekday Diurnal Flows
Metered Flows
Modeled Flow
s
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 0.01

0.02 0.03

0.0 4

0.05 0.06

0.07 0.08
0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Flow, mgd
Time of Day
Metering
Site 4-3 Dry Weather Weekday Diurnal Flows
Metered Flows
Modeled Flow
s
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 0.02

0.04 0.06

0.0 8

0.1 0.12

0.14 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Flow, mgd
Time of Day
Metering
Site 4-4 Dry Weather Weekday Diurnal Flows
Metered Flows
Modeled Flow
s
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 0.02

0.04 0.06

0.0 8

0.1 0.12

0.14 0.16

0.18 0:00 1:00 2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Flow, mgd
Time of Day
Metering
Site 4-3 + 4-4 Dry Weather Weekday Diurnal Flows
Metered Flows
Modeled Flow
s
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 0.2

0.4 0.6

0.8 1

1.2 1.4
0:00 1:00
2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Flow, mgd
Time of Day
Metering
Site 5-1 Dry Weather Weekday Diurnal Flows
Metered Flows
Modeled Flow
s
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9
0:00 1:00
2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Flow, mgd
Time of Day
Metering
Site 5-2 Dry Weather Weekday Diurnal Flows
Metered Flows
Modeled Flow
s
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 0.1

0.2 0.3

0.4 0.5

0.6 0:00 1:00
2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Flow, mgd
Time of Day
Metering
Site 6-1 Dry Weather Weekday Diurnal Flows
Metered Flows
Modeled Flow
s
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9
1 0:00 1:00
2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Flow, mgd
Time of Day
Metering
Site 6-2 Dry Weather Weekday Diurnal Flows
Metered Flows
Modeled Flow
s
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 0.2

0.4 0.6

0.8 1

1.2 1.4

1.6 1.8
2 0:00 1:00
2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Flow, mgd
Time of Day
Metering
Site 6-3 Dry Weather Weekday Diurnal Flows
Metered Flows
Modeled Flow
s
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9
0:00 1:00
2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Flow, mgd
Time of Day
Metering
Site 6-4 Dry Weather Weekday Diurnal Flows
Metered Flows
Modeled Flow
s
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9
0:00 1:00
2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Flow, mgd
Time of Day
Metering
Site 6-5 Dry Weather Weekday Diurnal Flows
Metered Flows
Modeled Flow
s
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 0.2

0.4 0.6

0.8 1

1.2 1.4

1.6 0:00 1:00
2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Flow, mgd
Time of Day
Metering
Site 6-6 Dry Weather Weekday Diurnal Flows
Metered Flows
Modeled Flow
s
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 0.2

0.4 0.6

0.8 1

1.2 1.4

1.6 1.8
2 0:00 1:00
2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Flow, mgd
Time of Day
Metering
Site 7-1 Dry Weather Weekday Diurnal Flows
Metered Flows
Modeled Flow
s
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 1
2 3
4 5
6 0:00 1:00
2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Flow, mgd
Time of Day
Metering
Site 7-2 Dry Weather Weekday Diurnal Flows
Metered Flows
Modeled Flow
s
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 0.2

0.4 0.6

0.8 1

1.2 1.4

1.6 1.8
2 0:00 1:00
2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Flow, mgd
Time of Day
Metering
Site 8-1 Dry Weather Weekday Diurnal Flows
Metered Flows
Modeled Flow
s
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 0.1

0.2 0.3

0.4 0.5

0.6 0.7
0:00 1:00
2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Flow, mgd
Time of Day
Metering
Site 8-2 Dry Weather Weekday Diurnal Flows
Metered Flows
Modeled Flow
s
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 0.1

0.2 0.3

0.4 0.5

0.6 0.7
0:00 1:00
2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Flow, mgd
Time of Day
Metering
Site 8-3 Dry Weather Weekday Diurnal Flows
Metered Flows
Modeled Flow
s
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9
0:00 1:00
2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Flow, mgd
Time of Day
Metering
Site 8-4 Dry Weather Weekday Diurnal Flows
Metered Flows
Modeled Flow
s
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
0 0.5
1 1.5
2 2.5
3 3.5
0:00 1:00
2:00 3:00 4:00 5:00 6:00 7:00 8:00 9:00 10:00 11:00 12:00 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 23:00 Flow, mgd
Time of Day
Metering
Site 10-1 Dry Weather Weekday Diurnal Flows
Metered Flows
Modeled Flow
s
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

Modeled vs. Metered Wet Weather Flows

Appendix E
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00 10
20 30
40 50
60 70
80 90
100
1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Sanitary Flow, mgd
RWCF Modeled
vs. Metered Flows, January 25–31, 2021
South Rainfall RWCF Meter Results RWCF Model Results
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

5.0 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Sanitary Flow, mgd
Site 1-1 Mod
eled vs. Metered Flows, January 25–31, 2021
Center-North Rainfall 1-1 FM Resu
lts 1-1 Model Resu
lts
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00.0 1.0

2.0 3.0

4.0 5.0

6.0 7.0

8.0 9.0

10.0 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Sanitary Flow, mgd
Site 2
-1 Modeled vs. Metered Flows, January 25–31, 2021
Center-North Rainfall 2-1 FM Resu
lts 2-1 Model Resu
lts
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00.0 2.0

4.0 6.0

8.0 10.0

12.0 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Sanitary Flow, mgd
Site 2-2 Mod
eled vs. Metered Flows, January 25–31, 2021
Center-North Rainfall 2-2 FM Resu
lts 2-2 Model Resu
lts
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Sanitary Flow, mgd
Site 3-1 Mod
eled vs. Metered Flows, January 25–31, 2021
Center Rainfall 3-1 FM Resu
lts 3-1 Model Resu
lts
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00.0 1.0

2.0 3.0

4.0 5.0

6.0 7.0

8.0 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Sanitary Flow, mgd
Site 3-2 Mod
eled vs. Metered Flows, January 25–31, 2021
Center Rainfall 3-2 FM Resu
lts 3-2 Model Resu
lts
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Sanitary Flow, mgd
Site 3-3 Mod
eled vs. Metered Flows, January 25–31, 2021
West Rainfall 3-3 FM Resu
lts 3-3 Model Resu
lts
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00.0 0.5

1.0 1.5

2.0 2.5

3.0 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Sanitary Flow, mgd
Site 4-1 Mod
eled vs. Metered Flows, January 25–31, 2021
East Rainfall 4-1 FM Resu
lts 4-1 Model Resu
lts
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00.0 0.5

1.0 1.5

2.0 2.5
1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Sanitary Flow, mgd
Site 4-2 Mod
eled vs. Metered Flows, January 25–31, 2021
East Rainfall 4-2 FM Resu
lts 4-2 Model Resu
lts
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Sanitary Flow, mgd
Site 4-3 Mod
eled vs. Metered Flows, January 25–31, 2021
East Rainfall 4-3 FM Resu
lts 4-3 Model Resu
lts
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Sanitary Flow, mgd
Site 4
-4 Modeled vs. Metered Flows, January 25–31, 2021
East Rainfall 4-4 FM Resu
lts 4-4 Model Resu
lts
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.0 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Sanitary Flow, mgd
Site 4-
3+4-4 Modeled vs. Metered Flows, January 25–31, 2021
East Rainfall 4-3/4-4 FM Results 4-3/4-4 Model Results
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

5.0 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Sanitary Flow, mgd
Site 5-1 Mod
eled vs. Metered Flows, January 25–31, 2021
East Rainfall 5-1 FM Resu
lts 5-1 Model Resu
lts
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00.0 0.5

1.0 1.5

2.0 2.5

3.0 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Sanitary Flow, mgd
Site 5-2 Mod
eled vs. Metered Flows, January 25–31, 2021
East Rainfall 5-2 FM Resu
lts 5-2 Model Resu
lts
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00.0 0.2

0.4 0.6

0.8 1.0

1.2 1.4

1.6 1.8

2.0 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Sanitary Flow, mgd
Site 6-1 Mod
eled vs. Metered Flows, January 25–31, 2021
East Rainfall 6-1 FM Resu
lts 6-1 Model Resu
lts
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00.0 1.0

2.0 3.0

4.0 5.0

6.0 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Sanitary Flow, mgd
Site 6-2 Mod
eled vs. Metered Flows, January 25–31, 2021
East Rainfall 6-2 FM Resu
lts 6-2 Model Resu
lts
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00.0 1.0

2.0 3.0

4.0 5.0

6.0 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Sanitary Flow, mgd
Site 6-3 Mod
eled vs. Metered Flows, January 25–31, 2021
Center Rainfall 6-3 FM Resu
lts 6-3 Model Resu
lts
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

5.0 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Sanitary Flow, mgd
Site 6
-4 Modeled vs. Metered Flows, January 25–31, 2021
Center Rainfall 6-4 FM Resu
lts 6-4 Model Resu
lts
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00.0 1.0

2.0 3.0

4.0 5.0

6.0 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Sanitary Flow, mgd
Site 6
-5 Modeled vs. Metered Flows, January 25–31, 2021
Center Rainfall 6-5 FM Resu
lts 6-5 Model Resu
lts
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00.0 1.0

2.0 3.0

4.0 5.0

6.0 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Sanitary Flow, mgd
Site 6
-6 Modeled vs. Metered Flows, January 25–31, 2021
Center Rainfall 6-6 FM Resu
lts 6-6 Model Resu
lts
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00.0 1.0

2.0 3.0

4.0 5.0

6.0 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Sanitary Flow, mgd
Site 7-1 Mod
eled vs. Metered Flows, January 25–31, 2021
East Rainfall 7-1 FM Resu
lts 7-1 Model Resu
lts
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00.0 2.0

4.0 6.0

8.0 10.0

12.0 14.0
1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Sanitary Flow, mgd
Site 7-2 Mod
eled vs. Metered Flows, January 25–31, 2021
East Rainfall 7-2 FM Resu
lts 7-2 Model Resu
lts
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5

4.0 4.5

5.0 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Sanitary Flow, mgd
Site 8
-1 Modeled vs. Metered Flows, January 25–31, 2021
South Rainfall 8-1 FM Resu
lts 8-1 Model Resu
lts
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00.0 0.2

0.4 0.6

0.8 1.0

1.2 1.4

1.6 1.8

2.0 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Sanitary Flow, mgd
Site 8
-2 Modeled vs. Metered Flows, January 25–31, 2021
South Rainfall 8-2 FM Resu
lts 8-2 Model Resu
lts
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00.0 0.2

0.4 0.6

0.8 1.0

1.2 1.4

1.6 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 rainfall Inetnsity, in
/hr
Sanitary Flow, mgd
Site 8
-3 Modeled vs. Metered Flows, January 25–31, 2021
South Rainfall 8-3 FM Resu
lts 8-3 Model Resu
lts
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00.0 0.2

0.4 0.6

0.8 1.0

1.2 1.4

1.6 1.8

2.0 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Sanitary Flow, mgd
Site 8-4 Mod
eled vs. Metered Flows, January 25–31, 2021
South Rainfall 8-4 FM Resu
lts 8-4 Model Resu
lts
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00.0 1.0

2.0 3.0

4.0 5.0

6.0 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Sanitary Flow, mgd
Site 10-1 Mod
eled vs. Metered Flows, January 25–31, 2021
South Rainfall 8-4 FM Resu
lts 10-1 Model Resu
lts
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

Modeled vs. Metered Wet Weather Flow Depths

Appendix F
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00 10
20 30
40 50
60 70
80 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Depth, in
Site 1-1 Mod
eled vs. Metered Flow Depths, January 25–31, 2021
Center-North Rainfall 1-1 FM Resu
lts 1-1 Model Resu
lts Pipe D, in
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00 20
40 60
80 100
120
1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Depth, in
Site 2-1 Mod
eled vs. Metered Flow Depths, January 25–31, 2021
Center-North Rainfall 2-1 FM Resu
lts 2-1 Model Resu
lts Pipe D, in
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00 20
40 60
80 100
120
1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Depth, in
Site 2-2 Mod
eled vs. Metered Flow Depths, January 25–31, 2021
Center-North Rainfall 2-2 FM Resu
lts 2-2 Model Resu
lts Pipe D, in
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00 5
10 15
20 25
30 35
40 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Depth,in
Site 3-
1 Modeled vs. Metered Flow Depths, January 25–31, 2021
Center Rainfall 3-1 FM Resu
lts 3-1 Model Resu
lts Pipe D, in
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00 5
10 15
20 25
30 35
40 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Depth,in
Site 3-
2 Modeled vs. Metered Flow Depths, January 25–31, 2021
Center Rainfall 3-2 FM Resu
lts 3-2 Model Resu
lts Pipe D, in
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00 5
10 15
20 25
30 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Depth,in
Site 3-
3 Modeled vs. Metered Flow Depths, January 25–31, 2021
West Rainfall 3-3 FM Resu
lts 3-3 Model Resu
lts Pipe D, in
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00 5
10 15
20 25
30 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Depth,in
Site 4-
1 Modeled vs. Metered Flow Depths, January 25–31, 2021
East Rainfall 4-1 FM Resu
lts 4-1 Model Resu
lts Pipe D, in
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00 10
20 30
40 50
60 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Depth, in
Site 4-
2 Modeled vs. Metered Flow Depths, January 25–31, 2021
East Rainfall 4-2 FM Resu
lts 4-2 Model Resu
lts Pipe D, in
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00 2
4 6
8 10
12 14
16 18
1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Depth,in
Site 4-
3 Modeled vs. Metered Flow Depths, January 25–31, 2021
East Rainfall 4-3 FM Resu
lts 4-3 Model Resu
lts Pipe D, in
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.0-1
4 9
14 19
24 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Depth,in
Site 4-
4 Modeled vs. Metered Flow Depths, January 25–31, 2021
East Rainfall 4-4 FM Resu
lts 4-4 Model Resu
lts Pipe D, in
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00 5
10 15
20 25
30 35
40 45
50 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Depth,in
Site 5-
1 Modeled vs. Metered Flow Depths, January 25–31, 2021
East Rainfall 5-1 FM Resu
lts 5-1 Model Resu
lts Pipe D, in
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00 10
20 30
40 50
60 70
80 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Depth,in
Site 5-
2 Modeled vs. Metered Flow Depths, January 25–31, 2021
East Rainfall 5-2 FM Resu
lts 5-2 Model Resu
lts Pipe D, in
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00 5
10 15
20 25
30 35
40 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Depth,in
Site 6-
1 Modeled vs. Metered Flow Depths, January 25–31, 2021
East Rainfall 6-1 FM Resu
lts 6-1 Model Resu
lts Pipe D, in
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00 5
10 15
20 25
30 35
40 45
50 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Depth,in
Site 6-
2 Modeled vs. Metered Flow Depths, January 25–31, 2021
East Rainfall 6-2 FM Resu
lts 6-2 Model Resu
lts Pipe D, in
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00 5
10 15
20 25
30 35
40 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Depth,in
Site 6-
3 Modeled vs. Metered Flow Depths, January 25–31, 2021
Center Rainfall 6-3 FM Resu
lts 6-3 Model Resu
lts Pipe D, in
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00 5
10 15
20 25
30 35
1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Depth,in
Site 6-
4 Modeled vs. Metered Flow Depths, January 25–31, 2021
Center Rainfall 6-4 FM Resu
lts 6-4 Model Resu
lts Pipe D, in
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00 10
20 30
40 50
60 70
80 90
100
1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Depth,in
Site 6-
5 Modeled vs. Metered Flow Depths, January 25–31, 2021
Center Rainfall 6-5 FM Resu
lts 6-5 Model Resu
lts Pipe D, in
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00 5
10 15
20 25
30 35
40 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Depth,in
Site 6-
6 Modeled vs. Metered Flow Depths, January 25–31, 2021
Center Rainfall 6-6 FM Resu
lts 6-6 Model Resu
lts Pipe D, in
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00 10
20 30
40 50
60 70
1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Depth,in
Site 7-
1 Modeled vs. Metered Flow Depths, January 25–31, 2021
East Rainfall 7-1 FM Resu
lts 7-1 Model Resu
lts Pipe D, in
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00 20
40 60
80 100
120
1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Depth,in
Site 7-
2 Modeled vs. Metered Flow Depths, January 25–31, 2021
East Rainfall 7-2 FM Resu
lts 7-2 Model Resu
lts Pipe D, in
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00 10
20 30
40 50
60 70
80 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Depth,in
Site 8-
1 Modeled vs. Metered Flow Depths, January 25–31, 2021
South Rainfall 8-1 FM Resu
lts 8-1 Model Resu
lts Pipe D, in
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00 5
10 15
20 25
30 35
40 45
1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Depth,in
Site 8-
2 Modeled vs. Metered Flow Depths, January 25–31, 2021
South Rainfall 8-2 FM Resu
lts 8-2 Model Resu
lts Pipe D, in
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00 5
10 15
20 25
30 35
40 45
50 1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 rainfall Inetnsity, in
/hr
Depth,in
Site 8-
3 Modeled vs. Metered Flow Depths, January 25–31, 2021
South Rainfall 8-3 FM Resu
lts 8-3 Model Resu
lts Pipe D, in
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00 10
20 30
40 50
60 70
1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Depth,in
Site 8-
4 Modeled vs. Metered Flow Depths, January 25–31, 2021
South Rainfall 8-4 FM Resu
lts 8-4 Model Resu
lts Pipe D, in
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

0.0 0.1

0.2 0.3

0.4 0.5

0.6 0.7

0.8 0.9

1.00 10
20 30
40 50
60 70
80 90
1/25/2021 0:00 1/26/2021 0:00 1/27/2021 0:00 1/28/2021 0:00 1/29/2021 0:00 1/30/2021 0:00 1/31/2021 0:00 2/1/2021 0:00 Rainfall Intensity, in
/hr
Depth,in
Site 10
-1 Modeled vs. Metered Flow Depths, January 25–31, 2021 South Rainfall 8-4 FM Resu
lts 10-1 Model Resu
lts Pipe D, in
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

Existing City Wastewater Facilities CIP

Appendix G
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
No. Project
No.

CIP
Proje
ct No. Project Name Account
No.

Total
Project
Cost
Available
Budget FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 FY 2026 Notes Location Descr iption Justification Projected
Date Range
1 UW22001 MXXXXX Metro Drive
ARV Vaults Replacement 437-7785 $120,000 $0 $0 $120,000 $0 $0 $0 $0 Metro Drive
This project provides funding to replace the
existing air relief valve (ARV) vaults for the 24-
inch sanitary sewer force main along Metro
Drive.

The existing vaults housing the ARVs may fail
and cause damage to the ARVs. The
replacement would produce a more stable
structure to house the ARVs.
7/1/2018-6/30/2023
3 UW20022
M20022 Fourteen Mi
le Slough Sanitary Pump Station Assessment 437-7785 $3,552,851 $429,641 $970,000 $2,153,210 N/A The project is to assess the operation of the
pump station to determine cause of pump
failure.

Failure of the existing pumps increases
maintenance and reduces reliability of the
pump station.
7/1/2021-6/30/2022
4 UW21015
M21015 Quail Lakes S
anitary Sewer Lift Station Upgrade/Rehabilitation 437-7785 $799,250 $191,395 $0 $607,855 Push construction budget out by 1-year and verify
scope w/ Maintenance. Update estimate if needed
N/A
This project will rehabilitate the existing
sanitary sewer pump
station by replacing a
ll problematic mechanical
and electrical
equipm
ent and install a 50-foot high monopole.

The rehabilitation of the pump station will
minimize the potential
for station failure and sewer backup and
spillage caused by pump
station shut downs. Installation of the
monopole will improve
SCADA transmission, preventing loss of data.
7/1/2022-6/30/2023
5 UW23001
MXXXXX Plymouth
& 5 Mile Creek Sanitary Sewer Pump Station (source:
2008 Master Plan) 437-7785 $2,441,000 $0 $0 $99,000
$2,342,000
Push previous budget out by 1-year
7078 Plymouth Rd
A new sanitary sewer pump station will be
constructed replacing the existing Plymouth
Road & Five Mile Creek sanitary sewer pump
station to increase pumping capacity.

A new sanitary sewer pump station is required
to accommodate increased wastewater flows
from future development. The current
Wastewater Master Plan anticipates
wastewater flows at a 2035 build out will
greatly exceed the current pump station
capacity.
7/1/2022-6/30/2024
6 UW23002
MXXXXX Bianchi and
Calaveras River Storm Station New Sanitary
Sewerline Installation 437 $378,400 $0 $0 $0 $378,400 $0 $0 $0 SW Corner of Bianchi Rd & N. El Dorado St (adjacent to 4 W Bianchi Rd Pump)
This project provides funding for the
installation of a sanitary sewer line at a storm
pump station facility for the purpose of
dewatering the facility in the event of
contamination.

The installation of a sanitary sewer line at a
storm pump station facility will prevent the
potential of discharging contaminated waters
into a natural waterway.
7/1/2022-06/30/2023
7 UW23003
MXXXXX Brookside E
states Sanitary Sewer Pump Station $391,000 $391,000 2921 Brookside Rd Rehabilitate existing sanitary sewer pump
station and improve reliability by replacing all
problemat
ic components, such as sluice gates,
scrubber, pum
ps, and liner in the wet well.

As the existing facility ages, it is necessary to
replace components to ensure the pump
station op
erates without service interruptions to
customers.
7/
1/2022-6/30/2023
8 UW24001 MXXXXX West Lan
e and Calaveras River South Storm Station New
Sanitary Sewer 437 $946,000 $0 $0 $0 $0 $135,000 $811,000 $0 N West Lane (adjacent to 4250 West Lane) This project provides funding for the
installation of sanitary sewer line at a storm
pump station facility for the purpose of
dewatering the facility in the event of
contamination.

The installation of a sanitary sewer line at a
storm pump station facility will prevent the
potential of discharging contaminated waters
into a natural waterway.
7/1/2023-6/30/2025
9 UW24002
MXXXXX West Lan
e and Calaveras River North Storm Station New
Sanitary Sewer Line Installation 437 $946,000 $0 $0 $0 $0 $135,000 $811,000 $0 S West L ane (adjacent to
4404 Woodbine Dr & 4407 Woodbine Dr)
This project provides funding for the
installation of sanitary sewer line at a storm
pump station facility for the purpose of
dewatering the facility in the event of
contamination.

The installation of a sanitary sewer line at a
storm pump station facility will prevent the
potential of discharging contaminated waters
into a natural waterway.
7/1/2023-06/30/2025
10 UW24003
MXXXXX Swenson Ro
ad & 5 Mile Creek Sanitary Sewer Pump Station
(source: 2008 Master Plan) $2,929,000 $87,900 $2,841,100 Push previous budget out by 2-years
6803 Alexandria Place
The pump
s and controls will be replaced at the
Swenson &
Five Mile Creek sanitary sewer
pump station to increase pumping capacity.

New pumps and controls are required to
accommodate increased wastewater flows
from future development. The current
Wastewater Master Plan anticipates
wastewater flows at the 2035 build out will
exceed the current pump station capacity.
7/1/2023-06/30/2025
11 UW24004
MXXXXX Kelley and
Mosher Slough Sanitary Sewer Pump Station $929,000 $929,000 Push previous budget out by 1-year
9213 Kelly Dr
This project will rehabilitate the existing
sanitary sewer pump station by replacing all
problematic mechanical and controls
equipment.

The rehabilitation of the pump station will
minimize the potential for sewer backups and
spillage caused by pump station failure.
7/1/2023-06/30/2024
12 UW24005
MXXXXX Lincoln Stree
t Sanitary Sewer Pump Station and Forcemain 437 $8,590,200 $0 $0 $0 $0 $602,800 $3,993,700 $3,993,700 Push previous budget out by 1-year Pump Station: Lincoln Street and Mormon Slough
Forcemain: Church Street from Mormon
Slough to Pershing Avenue
Installation of a sewer pump station at Lincoln
St. and the Mormon slough. Install a
forcemain in the existing deficient gravity
sewer line along Church St. from the Mormon
Slough to Pershing Ave.

Installation of appropriate sanitary pump
station and forcemain will ensure adequate
capacity and reliable system demands.
7/1/2023-6/30/2026
13 UW25001
MXXXXX Brookside a
nd I-5 Pump Station Emergency Power 437-7785 $237,000 $0 $0 $0 $0 $237,000 2781 Brookside Rd This project provides for the installation of an
emergency generator at the existing sanitary
pump station to ensure continuous services.

The installation of this emergency generator is
necessary to ensure the continuous operation
of SS Pump Station during the power outage.
7/1/2024-06/30/2025
14 UW24006
MXXXXX French Camp
Sewer and Lift Station 437-7785 $12,001,
000 $0 $0 $0 $0 $5,001,0
00 $1,000,000 $6,000,000
Need new estimate. Cost shown in based on 2019
WW Rate Study. Also, need to verify scope/need
for project
East of I-5 and south of Arch Airport Rd
between El Dorado St and French Camp
Road
This is a new CIP project to provide for the
construction of a new lift station and its sewer
system.

The purpose of this new lift station and its
sewer system is to meet the City's build-out
capacity.
7/1/2023-06/30/2026
15 UW25002
MXXXXX Camanche S
anitary Sewer Pump Station Rehabilitation (2008
MP) 437-7785 $550,000 $0 $0 $0 $0 $0 $550,000
Nee
d new estimate. Cost shown in based on 2019
WW Rate Study Camanche Ln (between Ridgeway Ave &
Holiday Dr)
This project provides to replace existing
pumps and controls.

To replace
the existing pumps and controls are
necessary to
ensure the continuous operation
of this pump station.
7/1/2024-06/30/2025
16 UW25003 MXXXXX College Park Sanitary
Sewer Pump Station Rehabilitation 437-7785 $750,000 $0 $0 $0 $0 $0 $750,000 $0 Nee
d new estimate. Cost shown in based on 2019
WW Rate Study. Consult with Eric Johnson in
MUD Maintenance
1502 Palm Ave
This project is to rehabilitate the existing pump
station.

This is a v
ery old pump station that needs to be
rehabilitate
d.
7/1/2024-6/30/2025
17 UW25004 MXXXXX Waterloo S
anitary Sewer Pump Station Rehabilitation 437-7785 $1,303,0 00 $0 $0 $0 $0 $0 $1,303,0
00 $0
Need new estimate. Cost shown in based on 2019
WW Rate Study. Consult with Eric Johnson in
MUD Maintenance
1105 Waterloo Rd
This project is to rehabilitate the existing pump
station.

This is a v
ery old pump station that needs to be
rehabilitate
d.
7/1/2024-6/30/2025
18 UW25005 MXXXXX Drake San
itary Sewer Pump Station Rehabilitation 437-7785 $1,303,0 00 $0 $0 $0 $0 $0 $1,303,0
00 $0
Need new estimate. Cost shown in based on 2019
WW Rate Study. Consult with Eric Johnson in
MUD Maintenance
Adjacent to 626 Drake Ave
This project is to rehabilitate the existing pump
station.

This is a v
ery old pump station that needs to be
rehabilitate
d.
7/1/2024-6/30/2025
19 UW16022 M16022 RWCF Modificat
ions Project - Progressive Design Build 437 $223,554,079 $48,840,047 $60,273,645 $81,793,924 $28,518,223 $4,128,240 Highlighted changes show movement of $10M to FY2021, taking $5M each from FY22 and FY23 N/A
20 UW18011
M18011 RWCF Pond No
. 1 Cleaning 437-7709 $11,124,000 $1,000,000 $0 $1,000,000 $2,281,000 $2,281,000 $2,281,000 $2,281,000 Push previous budget out by 1-year
N/A
Cleaning of Pond No.1 at the Regional
Wastewater Control Facility to restore
treatment capacity.

Accumulate
d sludge in Pond No.1 has reduced
its capacity
treatment.
7/1/2021-6/30/2026
21 UW20023 M20023 RWCF New Outf
all 437-7709 $10,457,000 $3,110,617 $0 $2,075,608 $5,195,247 $75,528 Verify estimated cost for possible savings (if No
New Outfall is Req'd). Possibly advance other
projects if so.

N/A
The project is to replace the existing outfall at
the Tertiary site (western side) of San Joaquin
River.

Technical Memorandum by RBI - RBI
641—NPDES Compliance Support, Task 25 •
Eliminating construction of approximately
2,000 feet of large diameter (72”) pipeline
along the western edge of the San Joaquin
River;
• Allowing gravity discharge through a new
outfall for more than 90% of the time; and
• Condensing all operations on the main plant
thereby eliminating permanent staffing at the T-
Plant.
7/1/2021-6/30/2024
22 UW22002
MXXXXX RWCF Sludge Day
Tank Mixing Rehabiltation $320,000 $162,000
$158,000 RWCF - 2500 Na
vy Drive
The project will provide funding to add
mechanical mixers to the sludge day tanks
located at the Regional Water Control Facility
(RWCF). The addition of mixers to the sludge
day tanks will keep the sludge homogenous
and prevent suspended solids from settling
inside the day tanks.

The sludge day tanks hold sludge prior to a
dewatering process which extracts water from
the sludge. The dewatering process is more
efficient and easier to manage if the sludge is
homogenous and has a consistent density.

The new mixers will maintain the sludge in a
homogenous state with a consistent density.
7/1/2021-6/30/2023
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
No. Project
No.

CIP
Proje
ct No. Project Name Account
No.

Total
Project
Cost
Available
Budget FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 FY 2026 Notes Location Descr iption Justification Projected
Date Range
23 UW23004 MXXXXX RWCF Facility Main P
lant Switchgear Upgrade with Load
Shedding 437-7709 $340,000 $0 $0 $0 $117,000 $111,500 $111,500 $0 RWCF - 2500 Navy Drive To replace the current method of manual load
shedding to prevent interruption of power to
critical facilities at RWCF.

To replace the current method of manual load
shedding to prevent interruption of power to
critical facilities at RWCF.
7/1/2022-06/30/2025
24 UW23005
MXXXXX RWCF Cogeneration
Engine No. 1 Rebuild 437-7709 $802,000 $0 $0 $0 $802,000 $0 $0 $0 RWCF - 2500 Na vy Drive
The project is to overhaul Cogeneration
Engine No.1 including source testing and
submittal of test report to demonstrate
compliance with the requirements of the air
permit issued by SJVAPCD.

Cogeneration Engines at the RWCF provide
heat for the wastewater digestion process, 1/3
of the plant's electrical demand, and disposal
of gas generated as a byproduct of the
wastewat
er process. The Cogeneration Engine
manufacturer h
as recommended that a
complete engine overhaul is done every
40,000 run-hours.
7/1/2022-6/30/2023
25 UW09006
M09006 RWCF Rehabilita
te Digesters A & B for Sludge Storage 437-7709 $4,434,860 $454,164 $0 $0 $0 $1,990,348 $1,990,348 Close current project and move previous budget to
outer years N/A
Evaluate and rehabilitate Digester A and B to
use as sludge feed storage for the belt
presses.

Reduce the amount of accumlated solids in the
digesters and evaluate the condition of the
digesters.
7/1/2023-6/30/2025
26 UW24007
MXXXXX RWCF Cogeneration
Engine No. 4 Rebuild 437-7709 $760,000 $0 $0 $0 $0 $760,000 $0 $0 RWCF - 2500 Na vy Drive
The project is to overhaul Cogeneration
Engine No.4 including source testing and
submittal of test report to demonstrate
compliance with the requirements of the air
permit issued by SJVAPCD.

Cogeneration Engines at the RWCF provide
heat for the wastewater digestion process, 1/3
of the plant's electrical demand, and disposal
of gas generated as a byproduct of the
wastewat
er process. The Cogeneration Engine
manufacturer h
as recommended that a
complete engine overhaul is done every
40,000 run-hours.
7/1/2023-6/30/2024
27 UW26001
MXXXXX RWCF Cogeneration
Engine No. 3 Rebuild 437-7709 $760,000 $0 $0 $0 $0 $0 $0 $760,000 Nee
d new estimate. Cost shown in based on 2019
WW Rate Study
RWCF - 2500 Navy Drive
The project is to overhaul Cogeneration
Engine No.3 including source testing and
submittal of test report to demonstrate
compliance with the requirements of the air
permit issued by SJVAPCD.

Cogeneration Engines at the RWCF provide
heat for the wastewater digestion process, 1/3
of the plant's electrical demand, and disposal
of gas generated as a byproduct of the
wastewat
er process. The Cogeneration Engine
manufacturer h
as recommended that a
complete engine overhaul is done every
40,000 run-hours.
7/1/2025-6/30/2026
28 UW21020
M21020 FY2021 S
anitary Sewer Street Improvements Reimbursements
(S.J. County) $850,340 $166,000 $84,340 $150,000 $150,000 $150,000 $150,000 Update Estimate to add FY26 and account for any updates from SJ County N/A
29 N/A
PW1903,
PW
1916,
PW1914,
PW2103,
PW2106,
PW1809
FY2021 S
anitary Sewer Street Improvements Reimbursements
(COS PW) - Budget in PW Projects, refer to Estimate for details.

For reference only
$319,000 -$34,000 $278,000 $75,000
Update estimate to account for any info from PW,
plus what's already listed in Reimbursement
Spreadsheet. If no data available, then use
assumption for estimate and placeholder based on
prior data
N/A
30 UW20017
M20017 FY2019 S
anitary Sewer Street Improvements Reimbursements
(COS PW) $90,700 $90,700 N/A
31 UW16006 M16006 2016 San
itary Sewer Rehabilitation Project $1,029,935 $729,935 $300,000 N/A 32 UW17023 M17023 Pershing Avenue
Sewer Trunk Rehabilitation (Church Street to
Navy Drive) 437-7787 $6,473,217 $2,350,117 $0 $4,123,100 N/A 33 UW18029 M18029 Sierra Nev
ada Street Sanitary Sewer Line Rehabilitation $1,985,159 $1,585,159 $400,000 N/A This project will address capacity deficiencies
and corrosion problems. This project will
rehabilitate the existing 36-inch sanitary sewer
line along Sierra Nevada Street between
Hazelton Avenue and Worth Street due to
severe corrosion and potential consequences
of structural failure.

This project
eliminates restrictions and pipeline
collapses in
the City's sanitary sewer collection
system, and allows continuous sewer service
within the service area.
34 UW18030
M18030 Mormon Slou
gh Sanitary Sewer Line Rehabilitation $3,147,724 $2,060,274 $0 $1,087,450 N/A 35 N/A PW1805 California Stree
t Road Diet Sanitary Sewer Rehabilitation $665,000 $78,000 $587,000 N/A A 6" sewer line upsized to 8" (approximately
300')
36 UW20011 M20011 Sanitary S
ewer Maintenance Hole Rehabilitation Project $1,900,164 $400,164 $300,000 $300,000 $300,000 $300,000 $300,000 Need estimate for outer years, or assume same amount each year ($300K per year) N/A
37 UW20016
M20016 Oak Street T
runk Rehabilitation (Wilson Wy to Pershing Avenue) $1,409,454 $909,454 $500,000 Update cost estimate based on CCTV & revised scope for possible Savings N/A
38 UW20020
M20020 Sanitary S
ewer Large Diameter Lines Replacement per AMMP $3,991,661 $1,840,826 $368,846 $834,995 $946,994 N/A 39 UW21007 M21007 Union Stree
t Rehabilitation between Harding and Acacia
(ID#R3R, 2008 MP) $1,372,852 $194,252 $1,178,600 N/A
40 UW21016 M21016 Sanitary S
ewer Small Diameter Lines Replacement per AMMP $1,847,066 $375,466 $1,471,600 $0 $0 N/A 41 UW21017 M21017 Airport Way
Sewer Trunk Rehabilitation (San Joaquin
Farigrounds to Ralph Ave.) $4,981,903 $609,463 $4,372,440 Project may need to be put on hold, pending
updated Estimates for M18024 & M20016.

Potential Savings can
N/A
42 UW21018
M21018 Lincoln Road
Sanitary Sewer Line Rehab between Pershing Ave.
and Alexandria Place $4,198,608 $579,108 $3,619,500
Project may
need to be put on hold, pending
updated Estimates for M18024 & M20016.

Potential Savings can
N/A
43 UW23006
MXXXXX
Longview A
venue Sewer Rehabilitation north of Longview through
PUE, south
of Swain from Pacific to El Dorado (ID#R2L, 2008
MP)
$1,086,000 $108,600 $977,400 Longview Ave (between Pacific Ave and El Dorado St)
Upsize 12'' VCP pipe to 18'' within Longview
Avenue sewer easement from Pacific Ave to
El Dorado Ave per WWMP.

Project will upsize the existing sewer pipe to
alleviate full pipes in the collection system.

Project will add capacity to the collection
system in accordance with the current sewer
master plan.
7/1/2022-6/30/2024
44 UW23007
MXXXXX South T
uxedo Avenue Sewer Trunk Rehabilitation $512,000 $512,000 South Tuxedo Avenue (between Kensington Way and Orange Street)
This project would rehabilitate the existing
sewer trunk line along South Tuxedo Avenue
between Kensington Way and Orange Street
due to crack and potential consequences of
structural failure.

This project
eliminates restrictions and pipeline
collapses in
the City's sanitary sewer collection
system, and allows continuous sewer service
within the service area.
7/1/2022-6/30/2023
45 UW23008
MXXXXX Pershing Avenue
Sewer Trunk Rehabilitation (Oak Street to
Tuxedo Avenue) $1,598,000 $93,943 $1,504,057 Pershing Avenue (Oak Street to Tuxedo Avenue)
This project would rehabilitate the existing
sewer trunk line along Pershing Avenue
betwee
n Oak Street and South Tuxedo Avenue
due to cracks
and potential consequences of
structural failure.

The project will eliminate restrictions and
pipeline collapse and allow for continuous
sewer service to the service area.
7/1/2022-6/30/2024
46 UW23009
MXXXXX Sperry Road/Gibr
altar Court Sanitary Sewer Rehabilitation $4,622,000 $555,000 $4,067,000 Sperry Road/Gibraltar Court Project will address capacity deficiencies and
corrosion problems. This project will
rehabilitate existing 24/27‐inch sanitary sewer
line along Sperry Road and Gibraltar Court
between Airport Way and Industrial Drive due
to severe corrosion and potential
consequences of structural failure.

These projects eliminate restrictions and
pipeline collapses in the City's sanitary sewer
collection systems, and allow for continuous
sewer service within the service area.
7/1/2022-6/30/2024
47 UW23010
MXXXXX Swain Road
and Alturas Avenue Sewer Rehabilitation (ID#R2M,
2008 MP) $573,000 $57,300 $515,700 Swain Road and Alturas Avenue Upsizing of 12" sewer line to 15" along PUE
from Swain Road just north of Longview
Avenue northward to Alturas Avenue and
along Alturas Avenue to Quincy Street.

Project will upsize the existing sewer pipe to
alleviate full pipes in the collection system.

Project will add capacity to collection system in
accordance with the current sewer master
plan.
7/1/2022-6/30/2024
48 UW23011
MXXXXX El Dorado St
reet (Alpine to Wyandotte) Rehabilitation - (ID#R3I,
2008 MP) - Alpine to Wyandotte $1,348,000 $229,000 $1,119,000 El Dorado Street (Alpine to Wyandotte) Upsizing of 12" se
wer line to 15" and 18" along
El Dorado St
reet from East Sonoma Ave to
Wyandotte St.

This section of pipe is identified in the Master
Plan for upsizing.
7/1/2022-6/30/2024
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
No. Project
No.

CIP
Proje
ct No. Project Name Account
No.

Total
Project
Cost
Available
Budget FY 2021 FY 2022 FY 2023 FY 2024 FY 2025 FY 2026 Notes Location Descr iption Justification Projected
Date Range
49 UW23012 MXXXXX El Dorado St
reet (Fremont to Oak Street) Rehabilitation -
(ID#R5H, 2008 MP) - Fremont to Oak $617,890 $98,000 $519,890 El Dorado Street (Fremont to Oak Street) This project will rehabilitate an existing 12-inch
sanitary sewer line that is located below El
Dorado Street between Fremont Street and
Oak Street. This replacement line will be
upsized to a 33-inch HDPE sanitary sewer line
which will provide additional capacity for future
demand
as required by the Wastewater Master
Plan.

The City
's adopted 2035 Wastewater Master
Plan identifies several sanitary sewer lines that
need replacement to support the growth of
commercial and industrial development in
Stockton.
7/1/2022-6/30/2024
50 UW25006
MXXXXX March Lane S
ewer Trunk Rehabilitation (I-5 to Brookside Sewer
Pump Station) $6,311,000 $720,000 $5,591,000
Push previous budget out by 1-year
March Lane (I-5 to Brookside)
Rehabilitate the existing 24-inch and 30-inch
sewer main line on March Lane between
Interstate 5 and the Brookside Road Sewer
Pump Station.

The pipeline is experiencing rapid deterioration
and has the potential for structural failure.
7/1/2024-6/30/2026
51 UW23013
MXXXXX Etna Stree
t Rehabilitation - (ID#R2A, 2008 MP) - North of
Hammer Lane along Etna to the north $1,500,000 $500,000 $1,000,000 Push previous budget out by 1-year Etna Street - North of Hammer Lane along Etna to the north
Upsize 12" VCP pipe to 18" on Etna (just north
of Hammer) to 4000LF north per the Waste
Water Master Plan.

Upsizing is necessary due to increased sewer
flows from the development of surrounding
areas.
7/1/2022-6/30/2024
52 UW24008
MXXXXX Pardee La
ne Rehabiliation - (ID#R2AD, 2008 MP) - Pacific and
Bianchi $16,710,000 $897,000 $15,813,000 Pardee Lane (Pacific and Bianchi) Upsize existing sewer pipe to recommended
size on Pardee Lane per Wastewater Master
Plan.

Upsizing is necessary due to increased sewer
flows from the development of surrounding
areas.
7/1/2023-6/30/2025
53 UW24009
MXXXXX Scotts Aven
ue Rehabilitation (ID#R5B, 2008 MP) $312,750 $312,750
Scotts Avenue (between Pershing Avenue
and Del Norte Street and between Del Norte
Street and Navy Drive)
Upsize the existing 27-inch sewer trunk main
on Scotts Avenue to 30-inches between
Pershing Avenue and Del Norte Street and to
42-inches between Del Norte Street and Navy
Drive.

Project will upsize the existing sewer trunk to
alleviate full pipes in the collection system and
accommodate future growth. Project will add
capacity to the
collection system in accordance
with the
current sewer master plan.
7/1/2023-6/30/2024
54 UW24010 MXXXXX El Dorado St
reet (Market to Fremont) Rehabilitation - (ID#R5H,
2008 MP)- Market to Fremont $1,867,910 $1,867,910 El Dorado Street (Market to Fremont) This project will rehabilitate an existing 12-inch
and 18-inch sanitary sewer line that is located
below El Dorado Street between Market Street
and Fremont Street. The replacement line will
be upsized to a 24-inch, 27-inch, or 30-inch
HDPE sanitary sewer line which will provide
additional capacity for future demand as
required by the Wastewater Master Plan.

The City's adopted 2035 Wastewater Master
Plan identifies several sanitary sewer lines that
need replacement to support the growth of
commercial and industrial development in
Stockton.
7/1/2023-6/30/2024
55 UW24011
MXXXXX Hazelton Av
enue Sewer Trunk Rehabilitation (Della to Pilgrim
Streets) $2,147,000 $2,147,000 Hazelton Avenue (Della to Pilgrim Streets) Rehabilitate the existing 24-inch sewer main
on Hazelton Avenue between Pilgrim Street
and Wilson Way, and the 36-inch sewer main
on Hazelton Avenue between Sierra Nevada
Street and Della Street.

The sewer main pipeline is experiencing rapid
deteriora
tion and has the potential for structural
failure.
7/1/
2023-6/30/2024
56 UW23014 MXXXXX Rosemarie La
ne Sewer Rehabilitation (ID#R3O, 2008 MP)
between Manchester and Crown Avenues $1,630,549 $234,000 $1,396,549 Advance previous budget by 1-year
Rosemarie Lane (Manchester to Crown
Avenues)
The project will upsize the existing 12-inch
sanitary sewer line to a 15-inch line along
Rosemarie Lane between Manchester and
Crown Avenues using trenchless methods.

Upsizing of the sewer line is necessary due to
increased sewer flows and deterioration
resultant of development of surrounding areas.
7/1/2022-6/30/2024
57 UW25007
MXXXXX Wyando
tte St Sewer Rehabilitation (ID#R3H, 2008 MP) between
California St and Pacific Ave $3,482,000 $3,482,000 Wyandotte St (California St and Pacific Ave) The project will provide funding to upsize the
existing sanitary sewer line along Wyandotte
Street between California Street and Pacific
Avenue. Approximately 1,614 feet of existing
12-inch sewer will be upsized to an 18- inch
line and approximately 1,293 feet of existing
16-inch sewer will be upsized to a 21-inch line.

Upsizing is necessary for increased sewer
flows due to development of surrounding
areas.
7/1/2024-6/30/2025
58 UW25008
MXXXXX Harding Way
Sewer Rehabilitation - (ID#R3Q, 2008 MP) -
Between Wilson and Union Street $1,572,000 $1,572,000 Harding Way Sewer (Wilson and Union Street)
The project will provide funding to upsize the
existing sanitary se
wer line along Harding Way
betwee
n Wilson Way and Union Street.

Approximately 771 feet of existing 12-inch
sewer will be upsized to an 15-inch line and
approximately 765 feet of existing 12-inch
sewer will be upsized to an 18-inch line.

Upsizing is necessary due to increased sewer
flows due to development of surrounding
areas.
7/1/2024-6/30/2025
59 UW25009
MXXXXX Ryde Av
enue Sewer Rehabilitation (ID#R3C, 2008 MP) between
River Dr and De Ovan Ave $3,390,000 $3,390,000 Ryde Avenue (River Dr and De Ovan Ave) The project will provide funding to upsize the
existing sanitary sewer line along Ryde
Avenue between River Drive and De Ovan
Avenue.

Approximately 289 feet of existing 30-
inch sewer w
ill be upsized to a 42-inch line
and approximately 1,086 feet of existing 36-
inch sewer will be upsized to a 42-inch line.

Upsizing is necessary due to increased sewer
flows due to development of surrounding
areas.
7/1/2024-6/30/2025
60 UW25010
MXXXXX Del Norte Stree
t Sewer Rehabilitation - (ID#R5A, 2008 MP)
between Scotts St and Main St $8,333,000 $8,333,000 Del Norte St (Scotts St and Main St) The project will provide funding to upsize the
existing sanitary sewer line along Del Norte
Street between Scotts Street and Main Street.

Approximately 2,805 feet of existing 36-inch
sewer will be upsized to a 48-inch line.

Upsizing is necessary due to increased sewer
flows due to development of surrounding
areas.
7/1/2024-6/30/2025
61 UW25012
MXXXXX Ralph Avenue
Sewer Trunk Rehabilitation - Phase III (Airport Way
to Perlman
Drive) $2,515,000 $254,000 $2,261,000
Need new estimate. Cost shown in based on 2019
WW Rate Study Ralph Avenue (Airport Way to Perlman
Drive)
This project would rehabilitate the existing
sewer trunk line along Ralph Avenue
approximately 1570 feet West of Airport Way
to corrosion and potential consequences of
structural failure.

This project will eliminate restrictions and
pipeline collapses in the City's sanitary sewer
collection systems, and allows for continuous
sewer service within our service area.
7/1/2024-6/30/2026
62 UW22003
MXXXXX Pershing Avenue
sewer Trunk Rehabilitation (Lincoln Rd to
Meadow Avenue) $3,280,081 $1 $527,000 $2
,753,080
Need new estimate. Cost shown in based on 2019
WW Rate Study Pershing Avenue (Lincoln Road to Meadow
Ave)
Upsize the existing 36-inch sewer trunk main
on North Pershing Avenue between West
Lincoln Road and Meadow Avenue to a 42-
inch sewer trunk main.

Project will upsize the existing sewer trunk to
alleviate full pipes in the collection system and
accommodate future growth. Project will add
capacity to collection system in accordance
with the current Wastewater Master Plan.
7/1/2021-6/30/2023
63 UW22004
MXXXXX System 1
0 Sewer Relief Forcemain $7,676,000 $100,000 $777,000 $6,799,000 Need new estimate. Cost shown in based on 2019
WW Rate Study. Refer to 2018-23 Master CIP
Budget for more info
City Wide
A total of three new pump stations will be
required to serve various areas within System

15. The Thomson Pump Station will convey
wastewater into existing System 10 trunks.

The Gateway Pump Station and System 15
East Pump Station will pump flow via force
mains directly to the 14 Mile Slough Pump
Station.

Upsizing is necessary due to increased sewer
flows from development of surrounding areas.
7/1/2024-6/30/2026
65 UW26003
MXXXXX Waterloo E
ast Eastment at Wizard Avenue Sanitary Sewer
Rehabiliation (ID#R6A, 2008 MP) $584,000 $584,000
Need new estimate. Cost shown in based on 2019
WW Rate Study. Refer to 2018-23 Master CIP
Budget for more info. Waterloo at Wizard Ave
Upsize 424 linear feet of 18" pipe to 21" within
easement south of Waterloo Road and East of
Wizard Avenue per the 2008 Wastewater
Master Plan .

Upsizing is necessary due to increased sewer
flows from the development of surrounding
areas.
7/1/2025-6/30/2026
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
No.

Tyler
Project

No.

MUD
Project
No.

Project Name Project Description Project Justification Total Approv ed
Budget Initiated By Performed
By Project
Status Project Notes
1 UW20018 M20018 Asset Condition Assessment for Sanitary Sewer Forcemains
The project will provide a condition assessment of approximately thirty (30) miles of forcemains. Findings from the assessment will be used to develop a risk model and a priority list for future capital improvement projects.

Assessment of forcemains is necessary to prioritize the necessary improvements or replacements to ensure reliable and uninterrupted service.
$1,076,0

00.00 MUD N/A
2 UW20019 M2001
9 Asset Condition Assessment for Sanitary Sewer
Pump Stations
The project will provide a condition assessment of 27 sanitary sewer pump stations. Findings from the assessment will be used to develop a risk model and a priority project list for future capital improvement projects.

Assessment of pump stations is necessary to prioritize the necessary improvements or replacements to ensure reliable and uninterrupted service.
$519,000
.00 MUD N/A
3 UW14030 M1403
0 Clean Water State Revolving Fund Program
Assistance
$231,509
.00
Financial
Assistance

Application
for RWCF
Modf Project

MUD N/A
4 UW21015 M21015 Quail Lakes Sanitary Sewer Lift Station Upgrade / Rehab
This project will rehabilitate the existing sanitary sewer pump station by replacing all problematic mechanical and electrical equipment and install a 50-foot high monopole.

The rehabilitation of the pump station will minimize the potential for station failure and sewer backup and spillage caused by pump station shut downs. Installation of the monopole will improve SCADA transmission, preventing loss of data.
$191,395
.00 2008 MP MUD Existing capac
ity adequate for
buildout FY 22/23
5 UW21020 M21020 FY2021 Sanitary Sewer Street Improvements Reimbursements (SJ County)
This ongoing project provides funding for the repair and modification to the City's sanitary sewer collection system as a result of street improvement projects administered by the Public Works Department and other agencies. Funding for City street improvement projects is included in the individual Public Works projects. In FY2021 the following projects will contain budget for sewer system improvement reimbursements: PW1610, PW1721, PW1723, PW1727, PW1809, PW1914, PW1916, PW2103,
PW2106, OM20-064, OM21-001.

During the construction of street improvement projects, it is often necessary to modify or repair sanitary sewer pipeline and maintenance holes. The project provides for the funding of such improvements.
$250,340
.00 MUD N/A
6 UW20022 M2002
2 Fourteen Mile Pump Station Assessment & Repair The project is to assess the operation of the pump station to determine cause of pump failure.

Failure of the existing pumps increases maintenance and reduces reliability of the pump station.
$970,000
.00 MUD
27 mgd capacity
needed to serve
all 2040 development areas south
of Eight Mile Road, per current
Master Plan model
On hold, pending completion of 2021
Master Plan
7 UW13010 M13010 Sanitary Sewer Pump Station at 2414 Santiago Wy & Don Ave
Rehabilitate existing sanitary sewer pump station by replacing all problematic mechanical and electrical equipment, which will improve reliability.

This rehabilitation project will minimize pump station failure, overflows and ensures that the pump station capacity is adequate and reliable.
$453,000
.00 2008 MP MUD
Model indicates firm capac
ity is not
adequate but t
otal capacity is
adequate; PS firm capacity = (550
gpm) 0.8 mgd; total capacity ~1.6
mgd; modeled flows: 1.3 mgd
(2021), 1.4 mgd (2040), 1.6 mgd
(buildout)
After contract with Siegfried is complete,
notify Finance for FAOF. The cost should
be split 50/50 with M13009.
8 UW13009 M13009 Sanitary Sewer Pump Station at SEC Thornton & Davis Roads
Rehabilitate existing sanitary sewer pump station by replacing all problematic mechanical and electrical equipment, which will improve reliability.

This rehabilitation project will minimize pump station failure, sewer overflow and ensure that the pump station capacity is adequate and reliable.
$694,000
.00 2008 MP MUD
Model indicates firm cap
acity is
adequate; PS firm capacity = (850
gpm) 1.22 mgd; tot
al capacity ~2.4
mgd; modeled flo
ws: 1.18 mgd
(2021), 1.19 mgd (20
40), 1.20 mgd
(buildout)
After contrac
t with Siegfried is complete,
notify Finance for FAOF. The cost should
be split 50/50 with M13010.
9 UW24006 MXXXXX French Camps Sewer and Lift Station This is a new CIP project to provide for the construction of a new lift station and its sewer system.

The purpose of this new lift station and its sewer system is to meet the City's build-out capacity.
$0.00 2008 MP MUD
TBD pending reconf
iguration of
Tidewater PS and Grupe;
separate
discussion req
uired
FY 23/24 & 24/25
10 UW24005 MXXXXX Lincoln Street Sanitary Sewer Pump Station and Forcemain
Installation of a sewer pump station at Lincoln St. and the Mormon slough. Install a forcemain in the existing deficient gravity sewer line along Church St. from the Mormon Slough to Pershing Ave.

Installation of appropriate sanitary pump station and forcemain will ensure adequate capacity and reliable system demands.
$0.00 2008 MP MUD
~4 mgd pump station and ~1,800
LF of
force main, per 2021 Master
Plan CIP
FY 23/24, 24/25 & 25/26
11 UW24004 MXXXXX Kelley and Mosher Slough Sanitary Sewer Pump Station
This project will reha
bilitate the existing sanitary sewer pump station
by replacing all
problematic mechanical and controls equipment.

The rehabilitation of the pump station will minimize the potential for sewer backups and spillage caused by pump station failure. $0.00 2008 MP MUD
No upsizing needed; P
S firm
capacity = (3000 gpm) 4.3 mgd;
modeled existing and future peak
flow ~2 mgd
FY 23/24
12 UW23001 MXXXXX Plymouth & 5 Mile Creek Sanitary Sewer Pump Station (source: 2008 Master Plan)
A new sanitary
sewer pump station will be constructed replacing the
existing Plymouth Road &
Five Mile Creek sanitary sewer pump
station to increase pumping capacity.

A new sanitary sewer pump station is required to accommodate increased wastewater flows from future development. The current Wastewater Master Plan anticipates wastewater flows at a 2035 build out will greatly exceed the current pump station capacity. $0.00 2008 MP MUD
No upsizing needed; P
S firm
capacity = (870 gpm) 1.25 mgd;
modeled existing and future peak
flow ~ 0.5 mgd
FY 22/23, FY 23/24
13 UW24003 MXXXXX Swenson Road & 5 Mile Creek Sanitary Sewer Pump Station (source: 2008 Master Plan)
The pumps and controls will be replaced at the Swenson & Five Mile Creek sanitary sewer pump station to increase pumping capacity.

New pumps and controls are required to accommodate increased wastewater flows from future development. The current Wastewater Master Plan anticipates wastewater flows at the 2035 build out will exceed the current pump station capacity.
$0.00 2008 MP MUD
Existing capac
ity appears
adequate; ex. firm capacity = 20.2
mgd; modeled peak flow: 18.4
mgd (2021), 18.8 mgd (204
0), 20.2
mgd (buildout)
FY 23/24, FY
24/25
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
No.

Tyler
Project

No.

MUD
Project
No.

Project Name Project Description Project Justification Total Approv ed
Budget Initiated By Performed
By Project
Status Project Notes
14 MXXXXX Brook
side Estates Sanitary Sewer Pump Station
Rehabilitate existing sanitary sewer pump station to improve reliability by replacing all problematic components, such as sluice gates, scrubber, pumps, and liner in the wet well.

As the existing facility ages, it is necessary to replace components to ensure the pump station operates without service interruptions to customers.
$0.00 MUD
No upsizing needed; PS
firm
capacity = 8.6 mgd; modeled
existing and future peak flow ~ 2.8
mgd
FY22/23
15 UW23002 MXXXXX Bianchi and Calaveras River Storm Station New Sanitary Sewerline Installation
This project provides funding for the installation of a sanitary sewer line at a storm pump station facility for the purpose of dewatering the facility in the event of contamination.

The installation of a sanitary sewer line at a storm pump station facility will prevent the potential of discharging contaminated waters into a natural waterway.
$0.00 MUD N/A Not acti
ve. Budget in FY23
16 437-7785 M18015
Five Mile Slough Force Main Assessment This project will perform an assessment/evaluation for the existing sanitary sewer force that crosses Five Mile Slough.

This assessment is required due to age and recent failure of the existing infrastructure. In addition, this force main is critical in the conveyance of sewage to Fourteen Mile Pump Station.
$316,589
.53 MUD N/A
17 UW16006 M1600
6 2016 Sanitary Sewer Rehabilation Project
This project provides rehabilitation to the City's deteriorating Sanitary Sewer lines. Fiscal Year 2017/2018 will provide construction at eight locations using two rehab methods. The trenchless method (pipe bursting) will be used at Elmwood Avenue, Harding Way, El Monte Street and Phelps Street. The open cut method will be used at Commerce S
treet, Third Street, Worth Street
and Grant Street.

Rehab
ilitation of these aging and deteriorating sewer lines are necessary
to avoid catastrophic failure and ensure that they continue to operate
without service interruption to customers.
$1,603,0

00.00 PW
Awaiting info from Ann and
Ali re:
trenchless repairs; open cut
repairs are all adequate as is
On hold, pending completion of 2021
Master Plan
18 UW17018 M17018 Downtown Sewer Collection System
This project is to evaluate the existing downtown sewer collection system, redesign a larger sewer system to accept more flow, and replace undersized pipes.

The Downtown Sewer Collection System is the oldest part of the City's system. Little to no engineering data is available. This project will evaluate existing system and will identify a master plan that can be used to prioritize new construction of pipes. All deficient pipes will be replaced with this project. Future funding will be used to improve other needed improvement in the downtown area.
$621,235
.00 PW Not needed
as described;
superseded by 2021 CIP list
On hold, pending completion of 2021
Master Plan
19 UW18029 M18029 Sierra Nevada Street Sanitary Sewer Line Rehabilitation
This project will address capacity deficiencies and corrosion problems. This project will rehabilitate the existing 36-inch sanitary sewer line along Sierra Nevada Street between Hazelton Avenue and Worth Street due to severe corrosion and potential
consequences of structural failure.

This project eliminates restrictions and pipeline collapses in the City's sanitary s
ewer collection system, and allows continuous sewer
service within
the service area. $2,126,0

00.00 PW Capacity
adequate for buildout;
moving forward as is
100% design. Advertise fall 2021, award
contract January, 2022, start construction
May 2022.
20 UW20011 M20011 FY20/21 - Sanitary Sewer Maintenance Hole Rehabilitation Project
Ongoing rehabilitation of various existing sewer maintenance holes throughout the City of Stockton due to concerns over the corrosion condition and potential consequences of structural failure.

Rehabilitation of deteriorating maintenance holes are important to ensure that they continue to operate without service interruptions to customers.
$900,000
.00 O&M PW N/A Work
will start in July 2021 and
comnpleted in June 2022.
21 UW20020 M20020 Sanitary Sewer Large Diameter Lines Replacement per AMMP
The project is to rehabilitate the existing large diameter sewer lines at the following locations:
-659 W. Anderson St. 24" VCP
-Lincoln St. S at 545 W. Sonora St. 24" VCP
-Harrison St. N at 548 W. Oak St. 16" VCP The pipeline are experiencing corrosion and cracks and have scored high in recent risk assessment.

The project is to rehabilitate the existing large diameter sewer lines at the following locations: -659 W. Anderson St. 24" VCP -Lincoln St.

S at 545 W. Sonora St. 24" VCP -Harrison St. N at 548 W. Oak St. 16" VCP The pipeline are experiencing corrosion and cracks and have scored high in recent risk assessment.
$2,210,1

51.00 AMMP PW No capacity
issues indicated;
condition-based repairs only
Coordinate with Collections and provide
scope to PW.
22 UW21007 M21007 Union Street Rehabilitation between Harding and Acacia (ID#R3R, 2008 MP)
The project will provide funding to upsize the gravity sanitary sewer pipeline on Union Street between Harding Avenue and Acacia Street. The sewer pipeline will be upsized from 12-inch pipe to 18- inch pipe.

00.00 2008 MP PW
Replace/ups
ize line from Harding
to Oak: ~4,300 LF of 15-inch
diameter pipe; ~10 MHs, per 2021
Master Plan CIP
Corrdinate with Stephen to determine to
proceed or not. Design contract awarded
to Siegfried on 3-9-21. start design April
2021. Complete design estimated March
2022. Start construction July 2022
estimated
23 UW21016 M21016 Sanitary Sewer Small Diameter Lines Replacement per AMMP
The project is to replace existing small diameter sewer lines with a larger size at the following locations:
-Wilson Way (31P0380 - 31P0570)
-Wilson Way (31P0280 - 31P0210)
-Victoria Avenue (32J0370 - 32J0570)
-Sonora Street (33P1060 - 33P1090)
-Worth Street (35N0220 - 350260)
- Flora Street (31P0730 - 31P0760)
- The easement line between Howard St. & W 6th St. (37M0670 - 37M0700)
Replacement of sewer lines will avoid catastrophic failure and sewer overflow and ensures continuous service to the service area. The pipelines are experiencing corrosion and cracks and have scored high in a recent risk assessment.
$1,849,1

20.00 AMMP PW
All lines
are unmodeled 6"
diameter pipes; proceed with
upsizing to 8" diameter, per
existing plans
Coordinate with Collections and modify
scope. Preparing RFP for design. MUD
staff to provide segments for line
replacement.
24 UW21017 M21017 Airport Way Sewer Trunk Rehabilitation (San Joaquin Farigrounds to Ralph Ave.)
Rehabilitate the existing 30-inch and 42-inch sewer main line on Airport Way between the San Joaquin County Fairgrounds and Ralph Avenue.

The pipeline is experiencing rapid deterioration and has the potential for structural failure.
$4,985,0

00.00 AMMP PW No capacity
issues indicated;
condition-based repairs only
Preparing RFP for design. MUD staff to
provide segments for line replacement.

DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
No.

Tyler
Project

No.

MUD
Project
No.

Project Name Project Description Project Justification Total Approv ed
Budget Initiated By Performed
By Project
Status Project Notes
25 UW21020
PW172
1,
PW1610,
PW1705,
PW1723,
PW1727,
PW1808,
PW1903,
PW1916,
PW1914,
PW2103,
PW2106,
PW1809
Sanitary Sewer Street Improvements
Reimbursements
This ongoing project provides funding for the repair and modification to the City's sanitary sewer collection system as a result of street improvement projects administered by the Public Works Department and other agencies.

During the construction of street improvement projects, it is often necessary to modify or repair sanitary sewer pipeline and maintenance holes. The project provides for the funding of such improvements.
$353,000
.00 Public Works PW N/A
PW
1721 – Finalizing Plans, likely
Advertise March, open bids April, Award
July, Start
Const. Sept.

PW 1610 – Complete.

PW 1705 – Awarded construction contract
Feb. 2. Begin construction in March.

PW 1723 – Finalizing plans. Likely
advertise April, Open bids May, Award
August. PW 1727 – Construction
Contract awarded Dec. 2020. Start
construction March 2021. PW 1808 –
PS&E 90%. Advertise June, Open bids
July, award October 2021, start spring
2022
26 UW22003 MXXXXX Pershing Avenue Sewer Trunk Rehabilitation (Lincoln Rd to Meadow Avenue)
Upsize the existing 36-inch sewer trunk main on North Pershing Avenue between West Lincoln Road and Meadow Avenue to a 42- inch sewer trunk main.

Project will upsize the existing sewer trunk to alleviate full pipes in the collection system and accommodate future growth. Project will add capacity to collection system in accordance with the current Wastewater Master Plan.
$527,000
.00 2008 MP PW
Current m
odeling shows no
current or future capacity issues
on these two segments
Not active. Design funds to be approved in
fiscal year 21-22? No work started yet.
27 UW22004 MXXXXX System 10 Sewer Relief Forcemain
A total of three new pump stations will be required to serve various areas within System 15. The Thomson Pump Station will convey wastewater into existing System 10 trunks. The Gateway Pump Station and System 15 East Pump Station will pump flow via force mains directly to the 14 Mile Slough Pump Station.

The segment of force main downstream of the System 15 East Pump Station along Eight Mile Road to Trinity Parkway will be twinned to accommodate lowe
r flows in early years while maintaining
adequate v
elocities, and to facilitate maintenance of the force mains in the future.
$100,000
.00 2008 MP PW
Facilities
needed to serve future
development in Study Area 1; not
needed until then
Not active. We don’t have this project
28 N/A PW1805 California Street Road Diet Sanitary Sewer Rehabilitation
The California Street Road Diet extends from Alpine Ave. to El Dorado Street (South). This corridor is intended to function as Stockton's bicycle spine that would connect North and Central Stockton through the downtown with South Stockton. This north/south facility would connect seven east/west backbone facilities
throughout Stockton. ATP Cycle 4 has increased funding to extend the Ca
lifornia lane reduction and add bike lanes between
Miner Avenue and 8th Street.

This is one of the highest priority projects from the Bicycle Master Plan due to its ability to promote spatial equity and socio-economic equity throughout the City by connecting multiple disadvantaged neighborhoods to each other, as well as to jobs, schools, recreation, and many other daily amenities. The project will complete a road diet that provides a safer and more accessible bicycle experience for users of all ages and abilities.
$665,000
.00 PW N/A
Design approxim
ately 50% complete.

Anticipate design completion Fall 2021.
construction spring/summer 2022
29 MXXXXX West Lane and Calaveras River North Storm Station New Sanitary Sewer Line Installation
This project provides funding for the installation of a sanitary sewer line at a storm pump station facility for the purpose of dewatering the facility in the event of contamination.

The installation of a sanitary sewer line at a storm pump station facility will prevent the potential of discharging contaminated waters into a natural waterway.
$0.00 PW N/A Not acti
ve. FY 23/24, FY 24/25
30 MXXXXX West Lane and Calaveras River South Storm Station New Sanitary Sewer
This project provides funding for the installation of a sanitary sewer line at a storm pump station facility for the purpose of dewatering the facility in the event of contamination.

The installation of a sanitary sewer line at a storm pump station facility will prevent the potential of discharging contaminated waters into a natural waterway.
$0.00 PW N/A Not acti
ve. FY 23/24, FY 24/25
31 M15003 Navy Drive 24-, 30- & 48 -Inch Sewer Rehabilitation (M15003)
Rehabilitation of the existing sanitary sewer trunk line along Navy Drive between I-5 and Fresno Ave. The existing sewer line shows signs of deterioration.

The pipeline is experiencing sever corrosion and has the potential for structural failure. Rehabilitation of this sewer line will avoid catastrophic failure and ensures uninterrupted service to customers. $2,828,0

07.00 PW
Model shows no sur
charging for
existing or future conditions; CIPP
adequate UN
LESS Mariposa Road
flows are added; need se
parate
meeting to discuss w/Jeff and Mel
CIPP Design 100%. Bids came higher
than budget. On hold. Need more budget
for construction. Pending completion of
2021 Master Plan.
32 M17023 Pershing Avenue Sewer Trunk Rehab (Church To
Navy)
This project would rehabilitate the existing 24-inch sanitary sewer main line along Pershing Avenue between Church Street and Navy Drive and along Church Street between Orange Street to Pershing Avenue.

The entire pipeline crown is experiencing cracking and has the potential for structural failure.
$2,286,0

00.00 PW
Finalize existing design; pr
oceed
with construction of identified
improvements UNLESS Mariposa
flows are added; should be
implemented in conjunction with
Lincoln Street PS project
30% Design. Anticipate completion of
design in calendar year 2021. construction
spring 2022
33 M17026 Navy Drive At I-5 Sewer Trunk Line
This project will address capacity deficiencies and corrosion problems at the 54 inch crossing under I-5 and 42 inch parallel and east of I-5 at Navy Drive.

This project eliminates restrictions and pipeline collapses in the City's sanitary sewer collection system and allows continuous sewer service within the service area.
$1,889,3

60.00 PW
Adverse slop
ed line slated for
CIPP; proceed with planned rehab
UNLESS Mariposa flows are
added; project could be elminated
by redirecting Worth Street flows
west along Anderson Street then
south along Stockton Street
100% Design. Advertise June 17, 2021
and award contract September 14, 2021.

Start construction in Fall.
34 M18030 Mormon Slough Sanitary Sewer Line Rehabilitation This project will address capacity deficiencies and corrosion problems. This project will rehabilitate the existing 24-inch sanitary sewer line along Mormon Slough at Jefferson Street due to severe corrosion and potential consequences of structural failure.

This project eliminates restrictions and pipeline collapses in the City's sanitary s
ewer collection system, and allows continuous sewer
service within
the service area.
$1,544,0

00.00 PW
Need to see existing K
SN design
drawings to assess vertical
alignments
Working on 30% design and
environmental documentation.

Constructii
on expected summer 2022.
35 M20003 Zephy
r Road Water Main
Installation of 1,250 feet of 16-inch water main on Zephyr Road between Pock Lane and B Street. Requires acquisition of 15-feet easement through private property (from end of the cul-de-sac on Zephyr Road to Pock Lane).

This large diameter water main is necessary to convey large volumes of water efficiently over long distances. Water mains provide the water backbone for subdivisions, water wells and reservoir sites.
$719,387
.00 PW N/A
Proposals are rec
eived and Siegfried is
selected. Award and start design in fall
2021.

DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
No.

Tyler
Project

No.

MUD
Project
No.

Project Name Project Description Project Justification Total Approv ed
Budget Initiated By Performed
By Project
Status Project Notes
36 M18031 Howa
rd Street Sewer Rehab
This project provides for the replacement of an existing 6-inch sanitary sewer line due to multiple fractures and breaks in the pipeline.

As the existing sanitary sewer system ages, it is necessary to continually repair, rehabilitate or replace deteriorated infrastructure in order to ensur
e that the collection system operates without service
interruptions to cus
tomers or sanitary sewer overflows.
$117,520
.00 PW
If dig and
replace or pipe burst,
should be replaced with 8-inch;
may already be in construction,
per Gemma
Open bids on June 17, 2021. NTP in fall
2021.
37 M18024 Ralph Avenue Sewer Trunk Rehabilitation
This project would rehabilitate the existing sewer trunk line along Ralph Avenue between B Street and Pock Lane, along Pock Lane to Loomis Road public utilities easement to Mariposa Road to Munford Avenue due to corrosion and potential consequences of structural failure.

This project will eliminate restrictions and pipeline collapses in the City's sanitary sewer collection systems, and allows for continuous sewer service within our service area.
$1,037,0

00.00 PW
West Y
ost awarded design
services contract Fall 2021, per
Gemma
Proposals are received and West Yost is
selected. Award and start design in fall
2021.
38 M18032 Pilgrim St And Union St Sewer Rehab
This project provides for the replacement of an existing 6-inch sanitary sewer line due to multiple fractures and breaks in the pipeline.

As the existing sanitary sewer system ages, it is necessary to continually repair, rehabilitate or replace deteriorated infrastructure to ensure that the collection system operates without service interruptions to customers or sanitary sewer overflows. $476,000
.00 PW
Unmodeled lines; no capac
ity
issues anticipated; if dig and
replace or pipe burst, should be
replaced with 8-inch
Open bids on June 17, 2021. NTP in fall
2021.
39 M18028 Worth Street Sewer Trunk Rehab
This project will address capacity deficiencies and corrosion problems. This project will rehabilitate the existing 36-inch sanitary sewer line along Worth Street between Harrison Street and Sierra Nevada S
treet due to severe corrosion and potential consequences of structural failure
.

This project eliminates restrictions and pipeline collapse in the City's sanitary sewer collection system, and allows continuous sewer service within the service area.
$4,846,5

00.00 PW
Status TBD; some su
charging at
buildout; the nee
d for upsizing may
be influenced by dec
isions re:

Mariposa Road and Diamond
Grade
90% design stage. 100% planse being
prepared by
West Yost. Permit documents
being prepared (C
VFPB).
40 M20016 Oak Street Sewer Trunk Rehabilitation (Wilson Way to Pershing Avenue)
This project will address capacity deficiencies and corrosion problems. This project will rehabilitate an existing sewer trunk line along Oak Street between Wilson Way and Pershing Avenue due to cracks, roots, and potential consequences of structural failure.

This project eliminates restrictions and pipeline collapses and allows for continuous sewer service to the service area.
$949,000
.00 PW
West Y
ost design project; upsizing
may be warranted; decis
ion to be
made in design
Design approximately 25% complete.

Anticipate fall 2021 completion. Spring
2022 construction
41 M18045 Rose Street Storm Drain System Upsize
This project upsizes storm drainage infrastructure to eliminate flooding and reduce overflows of stormwater into the sanitary collection system.

This project addresses deficiencies in the storm drainage system on Rose Street. By upsizing the storm line, stormwater flooding decreases, and overflows into the sanitary collection system are prevented, thereby reducing the cost of wastewater treatment. $436,000
.00 PW N/A In Construc
tion. Complete construction by
October 2021.
42 M21018 Lincoln Road Sewer Trunk Rehabilitation
Upsize the existing 36-inch sewer trunk main on Lincoln Road between Pershing Avenue and Alexandria Place to a 42-inch sewer trunk main.

00.00 AMMP PW 42-inc
h is adequate for buildout
per 2021 Master Plan model
NTP for design is issed to
Siegfried in May.

Waiting for direction
from MUD pending
completion of 2021 Master Plan.
43 M20011 2020-2021 Maintenance Hole Rehab
Ongoing rehabilitation of various existing sewer maintenance holes throughout the City of Stockton due to concerns over the corrosion condition and potential consequences of structural failure.

Rehabilitation of deteriorating maintenance holes are important to ensure that they continue to operate without service interruptions to customers.
$300,000
.00 PW N/A Coordinate with Collecti
ons. MUD to
provide a list of MH's to PW.
44 434-7713 M18014 Market Street Sanitary Sewer Upsize
This project will address capacity deficiencies and corrosion problems. This project will upsize or parallel the existing sanitary sewer pipeline whic
h has deficient capacity problems or is too old to
continue to serv
e their existing service area. Project will eliminate
restrictions to the collection system.

These projects eliminate restrictions and pipeline collapses in the City's sanitary sewer collection systems, and allow for continuous sewer service within the service area.
$3,425,1

39.29 PW
Buildout surc
harging would be
partially mitigated by Lincoln St
PS; minor sur
charging expected at
buildout; if
rehabilitation is
planned, and if dig and replace is
preferred, upsizing diameter may
be justified
Not active
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

Wastewater
Systems Financial Analysis

Appendix H
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
Page | 1
Technical Memorandum
Date: 09/26/2022
Project: City of Stockton Wastewater Financial Analysis To: Jeff Pelz, West Yost
From: Shawn Koorn, HDR
Subject: City of Stockton 2022 Master Plan Financial Analysis Introduction
Introduction
The effective implementation of the Wastewater Master Plan (Plan) is dependent on development of a wastewater rate revenue transition plan to support the operating and capital needs to maintain and expand the wastewater system to meet demands, state and local regulatory requirements, and provide the flexibility for the City of Stockton (City) to deal with unforeseen changes in the future. In general, the wastewater financial plan uses the annual operating expenses as well as the identified capital needs from the Plan to determine if the current wastewater rate revenues are sufficient to maintain and operate the City’s wastewater utility. As necessary, the wastewater financial plan will also develop a rate transition plan to fully fund the wastewater utility.

Key Assumptions
The City’s adopted Fiscal Year (FY) 2022 budget was used as the basis for the development of the projection of O&M expenses. Unique escalation factors were then developed which are based o n h i s t o r i c a l i n f l a t i o n a r y f a c t o r s f o r t h e C i t y a n d t h e l o c a l a r e a , a s w e l l a s r e l a t e d t o o v e r a l l individual industry trends. These escalation factors were applied to the budgeted O&M expenses to project future annual O&M expenses over the projected time period.

The financial plan is predicated on the following:
x Projected rate revenue adjustments are implemented,
x The timing and magnitude of the capital improvements are maintained, and x Customer characteristics remain similar for rate revenue generating purposes There is also no assumed additional staffing (i.e., full-time equivalents [FTEs]) needed and no new O&M expenses were added for the wastewater financial plan.

Historical Review
T h e f i r s t s t e p i n r e v i e w i n g t h e f i n a n c i a l h e a l t h o f t h e C i t y ’ s w a s t e w a t e r u t i l i t y i s t o g a i n a n understanding from prior financial performance. To do this, the analysis starts with the previous 5-year period of FY 2017 to FY 2021. The City’s wastewater proforma which details historical costs by category as well as budget figures going forward was used as the basis for the analysis. Given this information, one can assess the wastewater utility past financial health and gauge any trends that may be occurring. The information from the historical review helped in the development of the assumptions for the financial plan as well as in gaining an understanding of the wastewater DRAFT EXHIBIT 1 - APPENDICES

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utility’s operations. A summary of the historical operating revenues and expenses is shown in Table 1.

Table 1
Historical Revenue Requirement
FY 2017 FY 2018 FY 2019 FY 2020 FY 2021
Revenues $66,980,583 $68,263,685 $72,606,768 $81,661,938 $71,491,891 Expenses
O&M $41,347,565 $42,756,889 $42,320,681 $45,274,767 $48,153,636 Debt Services 2,537,403 2,398,769 2,813,733 4,274,405 8,157,015 Total Expenses $43,884,968 $45,155,658 $45,134,414 $49,549,172 $56,310,651 Bal. / (Def.) of Funds $23,095,615 $23,108,027 $27,472,354 $32,112,766 $15,181,240

As can be seen from the historical review, the City’s wastewater utility has maintained adequate funding for annual operation and maintenance as well as funding capital improvements during this historical time period. Given the balance of funds, it is assumed that the City will use those funds for funding current and future wastewater capital improvement needs. Capital funding could be accomplished through annual funding, often referred to as rate funded capital or pay- as-you-go, or through funding reserves in initial years to fund large projects in the future. In years where the utility is deficient, it is likely indicating a use of reserve funds for capital improvement projects. In Summary form, this table provides a comparison from year to year using available historical data.

Development of the Wastewater Financial Plan
The wastewater financial plan was developed to determine the City’s ability to fund its wastewater system capital improvements, as developed in this Wastewater Master Plan, as well as the projected O&M needs over the review period. The analysis also took into consideration prudent financial management criteria such as adequate funding of capital through rates, the planned capital funding approach, maintaining required debt service coverage (DSC) ratios, and operating and capital fund balances (i.e., reserve levels). The financial plan developed the projected wastewater utility revenues and expenses for FY 2022 through FY 2035. The development of the projection was based on the projected year end for FY 2022 provided by the City. The costs were then escalated through FY 2035, by applying previously mentioned escalation factors to reflect future cost inflation ranging from 2.0% percent to 7.0%, annually, depending on the expense category. The range in inflationary factors is based on historical trends in the different types of costs incurred by the City.

The following sections describe the key components of the financial plan. Worksheets showing the financial analysis are provided in the Appendix of this summary document.

Revenues
The first component in developing the financial plan is a review of the sources of revenue for the City’s wastewater utility. The starting point was the projected year end revenues for FY 2022. The following revenues are received from the City’s wastewater customers and operations:
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x Other revenues - permit fees, fines and penalties, interest income, rental income, and other miscellaneous sources
The City’s wastew ater rate revenues are anticipated to be approximately $76.4 million for FY 2022. Assumed customer growth is conservative at a rate of 1.0% per year. It is important to note that the rate revenues projected are prior to any rate adjustments either previously adopted or proposed. With the impact of assumed customer growth, wastewater rate revenues are anticipated to increase to approximately $84.3 million by FY 2035. Other, or miscellaneous, revenues are projected to be approximately $110.7 million in FY 2022. It is important that this figure contains proceeds of approximately $108.0 million from long-term debt issuance and therefore, will not continue at this level. Other revenues decline as available fund balance is utilized to fund capital improvements and interest revenues decline. After this, in FY 2024, other revenues are anticipated to increase slightly annually over the review period and total approximately $2.4 million by FY 2035. In total – including both rate and other revenues - the City’s wastewater utility is anticipated to have received $187.1 million in FY 2022 (including the $108.0 million in WIFIA proceeds) or approximately $79.1 million at current rate levels without the bond proceeds. Total revenues are projected to increase, less the long-term debt proceeds, through FY 2035 to approximately $86.8 million, prior to any rate revenue adjustments based on growth projections. Provided in Table 3 is a summary of the current, and projected, rate and other revenues.

Operations and Maintenance
The next component of the financial plan for the City wastewater utility was to project the O&M expenses incurred to provide service to its customers. As noted, the projection of future O&M expenses is based on the City’s adopted FY 2022 wastewater utility budget. The budgeted figures were then escalated annually through FY 2035 using the assumed inflationary factors described previously.

The O&M expenses in FY 2022 are anticipated at $45.8 million. For FY 2023, the budgeted O&M is $62.9 million. Based on the increase in O&M over the period and the assumed inflationary factors, O&M expense levels are expected to increase to $113.0 million by FY 2035. This assumes no significant additions or changes made to the O&M practices during the projected period. The forecast of O&M expenses is shown as a summary in Table 3.

Capital Funding Plan
A major component of the City’s planning process, and a focal point of this financial planning analysis, is the funding of the City’s wastewater CIP. For purposes of financial planning the CIP, as presented in detail in the Plan, which is shown in 2022 dollars, is increased annually by 2.7% to reflect the future escalation of costs due to inflationary impacts. For the City to maintain the existing wastewater system and level of service to its customers, it is important to reinvest in the system at a level at least equal to depreciation. It is prudent, therefore, to have a level of annual capital projects funded by rates greater than this target level. This is because the replacement cost of the system will continue to increase as a result of inflation and the annual depreciation for the wastewater utility may actually be the lower threshold of targeted funding. Depreciation expense for the wastewater utility was reported at $12.5 million in FY 2021. Following prudent financial practices of 1.5 to 2.0 times depreciation, this would result in the need for the City to invest at least $18.8 million annually to sustain its wastewater capital facilities. The financial plan projects that the rate-funded capital will increase over the review period from $17.2 million in FY 2022 to $25.1 million by FY 2035 and averaging $21.4 million.

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The CIP includes capital projects that fluctuate from year to year and averages $43.9 million annually, with a range of $29.2 million to $74.5 million per year. The total capital project funding from FY 2022 through FY 2035 is $614.6 million. Funding for the capital projects comes from several sources:
x The first source of funding for capital projects is through the rate funded capital line item, which is established at $17.2 million in FY 2022 and increases – annually - to a maximum of $25.1 million in FY 2035 for a total funding of $299.9 million over the period or roughly 42.5% of the capital funding analysis. This funding source is a critical component for the annual renewal and replacement of the system, which as mentioned, should be targeted at a level greater than annual depreciation. As mentioned previously, the annual depreciation for FY 2021, which is the target minimum funding, was approximately $12.5 million. During the projected period, the level of rate funded capital for the City’s wastewater utility reaches approximately 2.2 times depreciation.
x The second source of funding is from available reserves. F o r p u r p o s e s o f c a p i t a l funding, the City’s wastewater financial plan utilized three reserves: operating reserve, connection fee reserve, and a reserve holding long-term debt proceeds. The City will likely transfer funds in years of surplus – which can happen for a number of reasons - into the operating fund which can then be used for funding capital projects in the future. Over the review period, it is assumed that the City will use approximately $85.5 million of operating reserves. The connection fee reserve – as the name implies – is a reserve designated to hold connection fee revenues and be used towards either g r o w t h r e l a t e d l o n g - t e r m d e b t s e r v i c e o r g r o w t h r e l a t e d c a p i t a l p r o j e c t s . I t i s important to note that the projects and funding related to the connection fee fund will only happen if the projected development (i.e., growth) materializes. If the growth does not occur and/or the funding is not available it is assumed that the projects will not be completed until sufficient funds are available, or additional long-term debt is issued to fund growth related capital. At this time, no connection fee reserves are being utilized to fund the capital improvements. Over the review period, $14.0 million of capital reserves are used to fund projects. Finally, approximately $64.8 million in capital projects are funded by operating reserves. It is important to note that the use of reserves from year to year may fluctuate greatly depending on the actual level of capital projects for the City as well as what type of project is it. The financial model assumes that if there is more capital funding available in a given year then there are planned capital projects, the excess funds will be moved to reserves in order to be saved and available to be used for future capital expenses. x The final source of funding for wastewater capital projects is from long-term debt.

This comes in the form of low-interest loans (SRF and WIFIA) as well as municipal revenue bonds. This source not only allows the City to secure funding for large one- time projects, but it also serves as a tool to equitably spread the costs of projects to the future beneficiaries, even though they are not connected to the system yet. For t h i s r e v i e w , i t i s a s s u m e d t h a t t h e C i t y w i l l n e e d t o i s s u i n g a p p r o x i m a t e l y $ 2 1 9 . 7 million in long-term debt to fund the identified capital projects.

Table 1 shows a summary of the capital projects by type and the various funding sources.

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Table 2
Capital Improvement Projects Summary ($000)
FY 2022 FY 2023 FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 FY 2031 FY 2032 FY 3033 FY 2034 FY 2035 Total RWCF $0 $8,085 $13,356 $5,018 $2,816 $3,474 $4,693 $4,820 $4,950 $5,084 $5,221 $5,362 $5,507 $5,656 Total Capacity Improv. to
Existing Gravity Sewer 0 0 0 0 0 0 0 0 0 0 21,276 17,561 17,484 16,118 Total Rehab of Existing
Gravity Sewer Facilities 0
2,876 5,063 4,333 9,456 18,280 10,912 11,448 22,482 25,885 18,491 0 0 0 Total PS & Force Main
Improv. 0 2,054 5,906 20,852 21,415 21,993 20,827 2,892 743 7,626 0 0 0 0 Total Other Future System
Improv.
0 0 0 0 0 0 11,733 12,050 12,376 12,710 13,053 13,405 13,767 14,139 RWCF Modification Project 74,576 49,912 4,324 0 0 0 0 0 0 0 0 0 0 0 Future Capital Improv 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Trans to LTD Proceeds Fund 0 0 0 0 0 0 26,210 0 0 45,770 0 0 10,813 0 Transfer to Operating Fund 0 0 0 0 0 8,653 0 0 0 0 0 0 0 0 Total Capital Improv. Proj. $74,576 $62,926 $28,650 $30,203 $33,686 $52,400 $74,376 $31,210 $40,550 $97,074 $58,042 $36,328 $47,571 $35,913 Less: Other Funding
Operating Fund (431) $18,522 $2,906 $14,927 $13,728 $14,742 $0 $0 $0 $0 $0 $0 $0 $0 $0 Connection Fee Fund (434) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Capital Fund - Sewer 14,000 0 0 0 0 0 0 0 0 0 0 0 0 0 Long-Term Debt Proceeds 24,854 0 0 0 0 0 0 9,010 17,200 0 34,342 11,428 0 10,813 Low Interest Loans 0 46,800 0 0 0 30,000 0 0 0 0 0 0 0 0 Revenue Bonds 0 0 0 0 0 0 50,176 0 0 70,474 0 0 22,271 0 Total Other Funding $57,376 $49,706 $14,927 $13,728 $14,742 $30,000 $50,176 $9,010 $17,200 $70,474 $34,342 $11,428 $22,271 $10,813 Total Rate Funded Capital $17,200 $14,350 $14,250 $16,800 $19,500 $22,400 $24,200 $22,200 $23,350 $26,600 $23,700 $24,900 $25,300 $25,100

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Debt Service
The City’s wastewater utility currently has several outstanding debt issuances with an annual debt service payment of approximately $7.8 million for FY 2023. This includes the 2014 revenue bond as well as the recently issued WIFIA loan. As mentioned in the capital funding section, it is projected that the City has planned to issue additional long-term debt through WIFIA, SRF, and municipal revenue bonds to fund the planned capital improvement projects. Including the existing and future long-term debt, the annual debt service increased to approximately $19.3 million by FY 2035.

An important metric used in the analysis of debt is the DSC ratio. The DSC ratio is a comparison of revenues available to fund annual debt service payments after deducting O&M expenses from the total available revenues. The City has a DSC ratio target of 1.0 on all debt less connection fee revenue, and 1.25 when including connection fee revenue. This number is often looked at by rating agencies and can affect the terms of financing for future long-term debt issuances. As a result, the City’s analysis has planned for a DSC ratio greater than 1.25 over the time period so that unforeseen circumstances do not impact the wastewater utility financial health and ability to issue long-term debt in the future. During the projected time period, the DSC ratio is above the target minimum and reflects prudent long-term financial planning targets.

Reserve Funds
The City, as mentioned earlier, has an operating reserve which serves a variety of purposes, but the three primary purposes are one or all of the following:
x To supply adequate liquidity and cash flow to cover the operating costs of the wastewater utility until revenues are collected for services rendered x To provide funds for a catastrophic event resulting in a large capital funds need or loss of revenue
x To maintain surplus revenues to disburse in a deficit year, thereby reducing needed rate increases and resulting in smoother rate transition over time The minimum target is set at 90 days of O&M expenses, which reflects general industry standard levels. For the City’s wastewater utility, this figure would be approximately $22.9 million for FY 2022. The beginning balances, based on those provided by the City for the operating reserve, total $101.1 million in FY 2022; this figure contains significant funds that are earmarked for capital projects. Over the review period, reserves are used for various reasons, such as to fund the CIP and annual debt service payments, thereby minimizing rate adjustments. In FY 2035 it is projected that the ending reserve balance will be approximately $48.9 million. Given this the City should continue to monitor reserve levels annually to maintain adequate ending reserves balances.

Summary of the Financial Plan
The individual components discussed above are used to develop the financial plan. The summation of the annual O&M expenses, rate funded capital, debt service payments, and reserve funding is generally known as a revenue requirement. This analysis is used to compare the City’s current wastewater rate revenues and operating and capital expenses, to assess the sufficiency of the existing wastewater rates. If there is a deficiency, and depending on the magnitude, timing, etc., a rate revenue adjustment may be recommended to maintain adequate funding for the operational and capital needs of the wastewater utility. Shown in Table 3 is a DRAFT EXHIBIT 1 - APPENDICES

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summary of the wastewater revenue requirement that was prepared for the City’s as part of this Wastewater Master Plan.

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Table 3
Revenue Requirement Summary ($000)
FY 2022 FY 2023 FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 FY 2031 FY 2032 FY 3033 FY 2034 FY 2035 Revenues
Rate Revenues $76,418 $74,877 $75,626 $76,382 $77,146 $77,917 $78,696 $79,483 $80,278 $81,081 $81,892 $82,711 $83,538 $84,373 Other Revenues 110,723 2,302 2,698 2,741 2,494 2,156 2,262 2,281 2,301 2,324 2,349 2,372 2,397 2,426 Total Revenues $187,141 $77,179 $78,323 $79,123 $79,639 $80,074 $80,958 $81,765 $82,579 $83,405 $84,241 $85,083 $85,935 $86,799 Expenses
Total O&M Expenses $45,820 $62,925 $66,071 $69,375 $72,844 $76,486 $80,310 $84,325 $88,542 $92,969 $97,617 $102,498 $107,623 $113,004 Rate Funded Capital 17,200 14,350 14,250 16,800 19,500 22,400 24,200 22,200 23,350 26,600 23,700 24,900 25,300 25,100 Net Debt Service 124,064 4,669 7,638 7,819 7,781 7,750 9,644 12,693 12,657 10,249 14,542 14,507 14,473 15,806 To / (From) Reserves 57 (272) (289) 149 223 283 267 308 315 627 421 471 648 768 Total Expenses $187,141 $81,672 $87,671 $94,142 $100,348 $106,919 $114,421 $119,526 $124,863 $130,445 $136,280 $142,376 $148,044 $154,678 Bal. / (Def.) of Funds $0 ($4,493) ($9,347) ($15,019) ($20,708) ($26,845) ($33,462) ($37,762) ($42,284) ($47,040) ($52,039) ($57,294) ($62,109) ($67,879) Bal as a % of Rate Adj 0.0% 6.0% 12.4% 19.7% 26.8% 34.5% 42.5% 47.5% 52.7% 58.0% 63.5% 69.3% 74.3% 80.5% Proposed Rate Adj. 0.0% 6.0% 6.0% 6.5% 6.0% 6.0% 6.0% 3.5% 3.5% 3.5% 3.5% 3.5% 3.0% 3.5% Add'l Rev w/ Rate Adj $0 $4,493 $9,347 $15,019 $20,708 $26,845 $33,462 $37,762 $42,284 $47,040 $52,039 $57,294 $62,109 $67,879 Total Bal. / (Def.) $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0

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As noted in Table 3, the City’s wastewater utility would need to adjust overall wastewater rate revenues over the time period in order to fully fund the operating and capital needs through FY 2035. Key drivers in the financial plan results are the projection of O&M costs and the funding of the proposed CIP from the Plan. Any future rate transition plan should aim to provide steady and predictable rate adjustments over time. The proposed rate adjustments should be designed to fund the wastewater utility as identified in this financial plan and in doing this will help to maintain a strong financial position for the City to fully fund the operational and capital needs of the wastewater utility.

Connection Fees
The City has a number of funding sources available to offset capital costs of which many were d i s c u s s e d a b o v e . A n o t h e r s o u r c e w h i c h w a s n o t d e s c r i b e d i n d e t a i l i s f r o m c o n n e c t i o n f e e s received from new wastewater connections. New wastewater connections are assessed a connection fee as a way to recover part or all of the cost of providing the infrastructure necessary to service the new connection (e.g., customer). The intent is that all new system customers will pay an equitable share of (or ‘buy’ into) the cost of the wastewater system improvements needed to accommodate growth. The calculation typically includes a value of the existing wastewater system assets and then adds in the anticipated future capital associated with providing capacity for new wastewater customers. This total cost is then reviewed on an incremental approach, that is, a calculation is performed to look at what the costs related to adding an additional single family equivalent unit is. Given this calculation, the schedule of connection fees can be updated.

The revenues from these fees can then be utilized to pay directly for capital projects or for long- term debt service related to growth or capacity expansion. Additionally, a portion of the revenue from connection fees may be eligible to offset existing long-term debt payments to the extent they funded growth and expansion related capital infrastructure.

The City currently has in place fees that serve this purpose, the wastewater connection fee. This fee reflects the investment in infrastructure (capacity) for the collection system in place as well as to the wastewater treatment plant infrastructure (capacity) available to new customers. In order to update the wastewater connection fee, the starting point would be the capital i m p r o v e m e n t s a s o u t l i n e d i n t h i s W a s t e w a t e r M a s t e r P l a n , a l o n g w i t h t h e C i t y ’ s e x i s t i n g wastewater infrastructure. The available capacity in the existing system, plus the growth or e x p a n s i o n r e l a t e d c a p i t a l p r o j e c t s , w o u l d b e u t i l i z e d i n t h e a n a l y s i s t o d e v e l o p a n u p d a t e d wastewater connection fee. This would provide a fee that reflects the value of the capacity necessary to serve new customers connecting to the City’s wastewater system.

Summary
The financial plan presented in this chapter is based on several assumptions: the level of growth in the system, inflation amounts, and the level of debt financing at certain terms. Should these assumptions change (e.g., growth increases, slows down, or does not occur) the level of balance or deficiency and, therefore, rate adjustments required will be affected. Likewise, if costs escalate faster or slower than indicated in this plan, the projected balance or deficiency would also be affected.

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Technical Appendix

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FY 2022 FY 2023 FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 FY 2031 FY 2032 FY 2033 FY 2034 FY 2035 Revenues
Rate Revenues $76,417,720 $74,876,870 $75,625,639 $76,381,895 $77,145,714 $77,917,171 $78,696,343 $79,483,306 $80,278,139 $81,080,921 $81,891,730 $82,710,647 $83,537,754 $84,373,131 Miscellaneous Revenues 110,723,267 2,302,421 2,697,697 2,741,294 2,493,774 2,156,403 2,261,876 2,281,199 2,301,139 2,324,412 2,348,881 2,371,925 2,397,381 2,425,952 ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ ------------------ Total Revenues $187,140,987 $77,179,291 $78,323,336 $79,123,189 $79,639,488 $80,073,574 $80,958,219 $81,764,505 $82,579,278 $83,405,333 $84,240,611 $85,082,572 $85,935,135 $86,799,083 Expenses
Total O&M Expenses $45,819,898 $62,924,981 $66,071,230 $69,374,792 $72,843,531 $76,485,708 $80,309,993 $84,325,493 $88,541,767 $92,968,856 $97,617,299 $102,498,163 $107,623,072 $113,004,225 Rate Funded Capital 17,200,000 14,350,000 14,250,000 16,800,000 19,500,000 22,400,000 24,200,000 22,200,000 23,350,000 26,600,000 23,700,000 24,900,000 25,300,000 25,100,000 Net Debt Service 124,063,808 4,668,651 7,638,463 7,818,878 7,781,229 7,750,011 9,643,762 12,693,274 12,656,584 10,248,735 14,541,541 14,507,474 14,473,067 15,805,580 To / (From) Reserves 57,281 (271,729) (289,029) 148,797 223,110 283,279 266,955 307,670 315,096 627,330 420,816 470,822 647,961 767,943 Total Revenue Requirement $187,140,987 $81,671,903 $87,670,665 $94,142,467 $100,347,869 $106,918,998 $114,420,710 $119,526,436 $124,863,447 $130,444,921 $136,279,655 $142,376,460 $148,044,099 $154,677,748 Bal. / (Def.) of Funds $0 ($4,492,612) ($9,347,329) ($15,019,278) ($20,708,381) ($26,845,423) ($33,462,491) ($37,761,931) ($42,284,169) ($47,039,588) ($52,039,044) ($57,293,887) ($62,108,964) ($67,878,665) Proposed Rate Adjustment 0.0% 6.0% 6.0% 6.5% 6.0% 6.0% 6.0% 3.5% 3.5% 3.5% 3.5% 3.5% 3.0% 3.5% Add'l Revenue with Rate Adj $0 $4,492,612 $9,347,329 $15,019,278 $20,708,381 $26,845,423 $33,462,491 $37,761,931 $42,284,169 $47,039,588 $52,039,044 $57,293,887 $62,108,964 $67,878,665 Bal. / (Def.) After Rate Adj $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 Average Residential Customer Bill
Customer Bill on Proposed Adj. $49.56 $52.53 $55.69 $59.31 $62.86 $66.64 $70.63 $73.11 $75.66 $78.31 $81.05 $83.89 $86.41 $89.43 Bill Difference - Monthly 2.97 3.15 3.62 3.56 3.77 4.00 2.47 2.56 2.65 2.74 2.84 2.52 3.02 Cumulative Bill Difference 2.97 6.13 9.75 13.30 17.08 21.07 23.55 26.10 28.75 31.49 34.33 36.85 39.87 Debt Service Coverage Ratio (all debt) - No Connection Fees Before Rate Adjustment 1.10 1.83 1.14 0.89 0.62 0.33 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 After Proposed Rate Adjustment 1.10 2.41 2.00 2.25 2.50 2.77 2.64 2.20 2.27 2.75 2.15 2.22 2.25 2.16 Debt Service Coverage Ratio (all debt) - Plus Connection Fees Before Rate Adjustment 1.13 2.23 1.43 1.18 0.91 0.62 0.30 0.05 0.00 0.00 0.00 0.00 0.00 0.00 After Proposed Rate Adjustment 1.13 2.81 2.29 2.54 2.79 3.06 2.89 2.41 2.48 3.00 2.34 2.41 2.45 2.34 Ending Fund Balance $104,622,606 $101,576,757 $86,537,713 $73,181,457 $58,887,334 $68,050,989 $68,547,661 $69,087,345 $69,636,775 $70,500,783 $71,160,643 $71,872,901 $72,764,710 $73,778,941 Target Minimum - 6 mo. of O&M $22,909,949 $31,462,491 $33,035,615 $34,687,396 $36,421,766 $38,242,854 $40,154,997 $42,162,746 $44,270,884 $46,484,428 $48,808,649 $51,249,082 $53,811,536 $56,502,113 Exhibit 1
Summary of the Revenue Requirement
Wastewater Rate Study
City of Stockton
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City of Stockton
Wastewater Rate Study
Escalation Factors
Exhibit 2
FY 2022 FY 2023 FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 FY 2031 FY 2032 FY 2033 FY 2034 FY 2035 Revenues
As Customer GrowthCustomer Growth Calculated 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% As Misc / Other RevenuesMisc / Other Revenues Budget 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% Expenses
As Labor Labor Budget 5.0% 5.0% 5.0% 5.0% 5.0% 5.0% 5.0% 5.0% 5.0% 5.0% 5.0% 5.0% 5.0% As Benefits - MedicalBenefits - Medical Budget 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% As Benefits - RetirementBenefits - Retirement Budget 7.0% 4.9% 5.9% 4.3% 1.8% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% As Benefits - OtherBenefits - Other Budget 2.2% 2.2% 2.2% 2.2% 2.2% 2.2% 2.2% 2.2% 2.2% 2.2% 2.2% 2.2% 2.2% As Professional ServicesProfessional Services Budget 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% As Materials & SuppliesMaterials & Supplies Budget 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% As EquipmentEquipment Budget 4.0% 4.0% 4.0% 4.0% 4.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% As ChemicalsChemicals Budget 4.0% 4.0% 4.0% 4.0% 4.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% As UtilitiesUtilities Budget 4.0% 4.0% 4.0% 4.0% 4.0% 3.5% 3.5% 3.5% 3.5% 3.5% 3.5% 3.5% 3.5% As InsuranceInsurance Budget 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% 3.0% As MiscellaneousMiscellaneous Budget 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% Interest 0.5% 0.6% 0.8% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% 1.0% New Debt Service Assumptions
Revenue Bond
Term in Years 30 30 30 30 30 30 30 30 30 30 30 30 30 30 Rate 4.5% 4.5% 4.5% 4.5% 4.5% 4.5% 4.5% 4.5% 4.5% 4.5% 4.5% 4.5% 4.5% 4.5% Low Interest Loan
Term in Years 20 20 20 20 20 20 20 20 20 20 20 20 20 20 Rate 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% Notes
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
City of Stockton
Wastewater Rate Study Page 1 of 3
Revenue Requirement
Exhibit 3
YTD Budget
FY 2022 FY 2023 FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 FY 2031 FY 2032 FY 2033 FY 2034 FY 2035 Revenues
Rate Revenues $76,417,720 $74,876,870 $75,625,639 $76,381,895 $77,145,714 $77,917,171 $78,696,343 $79,483,306 $80,278,139 $81,080,921 $81,891,730 $82,710,647 $83,537,754 $84,373,131 As Customer Growth ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- Total Rate RevenuesTotal Rate Revenues $76,417,720 $74,876,870 $75,625,639 $76,381,895 $77,145,714 $77,917,171 $78,696,343 $79,483,306 $80,278,139 $81,080,921 $81,891,730 $82,710,647 $83,537,754 $84,373,131 Other Revenues
Fines and PenaltiesFines and Penalties $1,322,871 $995,230 $1,005,182 $1,015,234 $1,025,386 $1,035,640 $1,045,997 $1,056,457 $1,067,021 $1,077,691 $1,088,468 $1,099,353 $1,110,347 $1,121,450 As Misc / Other Revenues Interest Income Interest Income 1,103,896 1,010,691 1,393,050 1,423,600 1,162,903 812,224 904,255 910,002 916,229 925,653 936,135 945,051 956,239 970,398 Calculated on Reserves Lien Admin Fees Lien Admin Fees 200,000 200,000 202,000 204,020 206,060 208,121 210,202 212,304 214,427 216,571 218,737 220,924 223,134 225,365 As Misc / Other Revenues Fats,Oils,Grease InspectnFats,Oils,Grease Inspectn 45,000 45,000 45,450 45,905 46,364 46,827 47,295 47,768 48,246 48,729 49,216 49,708 50,205 50,707 As Misc / Other Revenues Misc Other RevenuesMisc Other Revenues 28,000 28,000 28,280 28,563 28,848 29,137 29,428 29,723 30,020 30,320 30,623 30,929 31,239 31,551 As Misc / Other Revenues Permit Center OperationsPermit Center Operations 23,500 23,500 23,735 23,972 24,212 24,454 24,699 24,946 25,195 25,447 25,702 25,959 26,218 26,480 As Misc / Other Revenues WIFIA Proceeds WIFIA Proceeds 108,000,000 0 0 0 0 0 0 0 0 0 0 0 0 0 ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- Total Other RevenuesTotal Other Revenues $110,723,267 $2,302,421 $2,697,697 $2,741,294 $2,493,774 $2,156,403 $2,261,876 $2,281,199 $2,301,139 $2,324,412 $2,348,881 $2,371,925 $2,397,381 $2,425,952 Total Revenues $187,140,987 $77,179,291 $78,323,336 $79,123,189 $79,639,488 $80,073,574 $80,958,219 $81,764,505 $82,579,278 $83,405,333 $84,240,611 $85,082,572 $85,935,135 $86,799,083 Expenses
ExpensesAdministrationAdministration $5,238,106 $5,604,463 $5,884,686 $6,178,920 $6,487,866 $6,812,260 $7,152,873 $7,510,516 $7,886,042 $8,280,344 $8,694,362 $9,129,080 $9,585,534 $10,064,810 As Labor ExpensesCustomer ServiceCustomer Service 3,162,114 3,320,581 3,486,610 3,660,941 3,843,988 4,036,187 4,237,996 4,449,896 4,672,391 4,906,010 5,151,311 5,408,877 5,679,320 5,963,286 As Labor ExpensesOperations and MaintenanceOperations and Maintenance 37,419,678 53,999,937 56,699,934 59,534,931 62,511,677 65,637,261 68,919,124 72,365,080 75,983,334 79,782,501 83,771,626 87,960,207 92,358,218 96,976,128 As Labor ExpensesAdditional O&MAdditional O&M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ExpensesTotal ExpensesTotal Expenses $45,819,898 $62,924,981 $66,071,230 $69,374,792 $72,843,531 $76,485,708 $80,309,993 $84,325,493 $88,541,767 $92,968,856 $97,617,299 $102,498,163 $107,623,072 $113,004,225 Total Operations & Maintenance $45,819,898 $62,924,981 $66,071,230 $69,374,792 $72,843,531 $76,485,708 $80,309,993 $84,325,493 $88,541,767 $92,968,856 $97,617,299 $102,498,163 $107,623,072 $113,004,225 Taxes & Transfers
Taxes & Transfers Taxes & Transfers $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- Total Taxes & TransfersTotal Taxes & Transfers $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 Rate Funded Capital $17,200,000 $14,350,000 $14,250,000 $16,800,000 $19,500,000 $22,400,000 $24,200,000 $22,200,000 $23,350,000 $26,600,000 $23,700,000 $24,900,000 $25,300,000 $25,100,000 FY 2021 Depr Exp = $12,481,751 Debt Service
2014 Revenue Bond2014 Revenue Bond $6,487,625 $6,487,500 $6,486,375 $6,698,250 $6,692,375 $6,693,250 $6,695,000 $6,696,875 $6,693,250 $0 $0 $0 $0 $0 Exhibit 5 2019 BANS 120,169,140 0 0 0 0 0 0 0 0 0 0 0 0 0 Exhibit 5 WIFIA 1,296,000 1,296,000 1,296,000 1,296,000 1,296,000 1,296,000 1,296,000 1,296,000 1,296,000 5,614,797 5,614,797 5,614,797 5,614,797 5,614,797 Exhibit 5 Assumed Low Interest Loan 0 0 3,002,086 3,002,086 3,002,086 3,002,086 4,926,499 4,926,499 4,926,499 4,926,499 4,926,499 4,926,499 4,926,499 4,926,499 Calc'd @ 2.5% for 20 yrs Assumed Revenue BondAssumed Revenue Bond 0 0 0 0 0 0 0 3,080,374 3,080,374 3,080,374 7,406,909 7,406,909 7,406,909 8,774,173 Calc'd @ 4.5% for 30 yrs ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- Total Debt Service Total Debt Service $127,952,765 $7,783,500 $10,784,461 $10,996,336 $10,990,461 $10,991,336 $12,917,499 $15,999,749 $15,996,124 $13,621,670 $17,948,205 $17,948,205 $17,948,205 $19,315,469 Less: Debt Service FundingLess: Debt Service Funding
Connection Fees (434 Fund)Connection Fees (434 Fund) $3,888,957 $3,114,849 $3,145,997 $3,177,457 $3,209,232 $3,241,324 $3,273,738 $3,306,475 $3,339,540 $3,372,935 $3,406,664 $3,440,731 $3,475,138 $3,509,890 Bond Defeasance (431 Fund)Bond Defeasance (431 Fund) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Bond Defeasance (434 Fund)Bond Defeasance (434 Fund) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- Total Less Debt Service FundingTotal Less Debt Service Funding $3,888,957 $3,114,849 $3,145,997 $3,177,457 $3,209,232 $3,241,324 $3,273,738 $3,306,475 $3,339,540 $3,372,935 $3,406,664 $3,440,731 $3,475,138 $3,509,890 Net Debt Service Net Debt Service $124,063,808 $4,668,651 $7,638,463 $7,818,878 $7,781,229 $7,750,011 $9,643,762 $12,693,274 $12,656,584 $10,248,735 $14,541,541 $14,507,474 $14,473,067 $15,805,580 Notes
Projected
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
City of Stockton
Wastewater Rate Study Page 2 of 3
Revenue Requirement
Exhibit 3
YTD Budget
FY 2022 FY 2023 FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 FY 2031 FY 2032 FY 2033 FY 2034 FY 2035 Notes Projected
To / (From) Reserves
Operating Fund (610-000)Operating Fund (610-000) $57,281 ($271,729) ($289,029) $148,797 $223,110 $283,279 $266,955 $307,670 $315,096 $627,330 $420,816 $470,822 $647,961 $767,943 Captial Fund (610-612)Captial Fund (610-612) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Rate Stabilization Fund (610-611)Rate Stabilization Fund (610-611) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Long-Term Debt Proceeds Fund (610-614) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Connection Fee Fund (610-615) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- --------------- Total To / (From) ReservesTotal To / (From) Reserves $57,281 ($271,729) ($289,029) $148,797 $223,110 $283,279 $266,955 $307,670 $315,096 $627,330 $420,816 $470,822 $647,961 $767,943 Total Revenue Requirement $187,140,987 $81,671,903 $87,670,665 $94,142,467 $100,347,869 $106,918,998 $114,420,710 $119,526,436 $124,863,447 $130,444,921 $136,279,655 $142,376,460 $148,044,099 $154,677,748 Bal. / (Def.) of Funds $0 ($4,492,612) ($9,347,329) ($15,019,278) ($20,708,381) ($26,845,423) ($33,462,491) ($37,761,931) ($42,284,169) ($47,039,588) ($52,039,044) ($57,293,887) ($62,108,964) ($67,878,665) Bal as a % of Rate Adj 0.0% 6.0% 12.4% 19.7% 26.8% 34.5% 42.5% 47.5% 52.7% 58.0% 63.5% 69.3% 74.3% 80.5% Proposed Rate Adjustment 0.0% 6.0% 6.0% 6.5% 6.0% 6.0% 6.0% 3.5% 3.5% 3.5% 3.5% 3.5% 3.0% 3.5% Add'l Revenue with Rate Adj $0 $4,492,612 $9,347,329 $15,019,278 $20,708,381 $26,845,423 $33,462,491 $37,761,931 $42,284,169 $47,039,588 $52,039,044 $57,293,887 $62,108,964 $67,878,665 Bal. / (Def.) After Rate Adj $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 Total Balance as a % of Rates 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Average Residential Customer Bill $49.56
Customer Bill on Proposed Adj. $49.56 $52.53 $55.69 $59.31 $62.86 $66.64 $70.63 $73.11 $75.66 $78.31 $81.05 $83.89 $86.41 $89.43 Bill Difference - Monthly 2.97 3.15 3.62 3.56 3.77 4.00 2.47 2.56 2.65 2.74 2.84 2.52 3.02 Cumulative Bill Difference 2.97 6.13 9.75 13.30 17.08 21.07 23.55 26.10 28.75 31.49 34.33 36.85 39.87 Debt Service Coverage Ratio (all debt) - No Connection Fees Before Rate Adjustment 1.10 1.83 1.14 0.89 0.62 0.33 0.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Target 1.00 After Proposed Rate Adjustment 1.10 2.41 2.00 2.25 2.50 2.77 2.64 2.20 2.27 2.75 2.15 2.22 2.25 2.16 Target 1.00 Debt Service Coverage Ratio (all debt) - Plus Connection Fees Before Rate Adjustment 1.13 2.23 1.43 1.18 0.91 0.62 0.30 0.05 0.00 0.00 0.00 0.00 0.00 0.00 Target 1.25 After Proposed Rate Adjustment 1.13 2.81 2.29 2.54 2.79 3.06 2.89 2.41 2.48 3.00 2.34 2.41 2.45 2.34 Target 1.25 Debt Service Coverage Ratio (all debt) - Plus Conn Fees & Rate Stabilization Before Rate Adjustment 1.24 3.89 2.63 2.37 2.12 1.84 1.35 0.90 0.70 0.57 0.23 0.01 0.00 0.00 Target 1.25 After Proposed Rate Adjustment 1.24 4.47 3.50 3.73 4.00 4.28 3.94 3.26 3.34 4.02 3.13 3.21 3.25 3.09 Target 1.25 DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
City of Stockton
Wastewater Rate Study Page 3 of 3
Revenue Requirement
Exhibit 3
YTD Budget
FY 2022 FY 2023 FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 FY 2031 FY 2032 FY 2033 FY 2034 FY 2035 Notes Projected
Cash Reserves
Beginning Reserve Balances $161,832,041 $104,622,606 $101,576,757 $86,537,713 $73,181,457 $58,887,334 $68,050,989 $94,758,058 $86,287,807 $69,636,775 $116,270,558 $82,588,867 $71,872,901 $83,577,528 Operating Fund (610-000)
Beginning Balance $101,100,000 $82,635,374 $79,457,601 $64,241,605 $50,662,388 $36,143,073 $45,079,286 $45,346,241 $45,653,910 $45,969,006 $46,596,336 $47,017,152 $47,487,975 $48,135,935 Plus: Additions 57,281 0 0 148,797 223,110 8,936,213 266,955 307,670 315,096 627,330 420,816 470,822 647,961 767,943 Repayment to 434 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Less: Bond Defeasance 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Less: Uses of Funds (18,521,907) (3,177,773) (15,215,997) (13,728,014) (14,742,424) 0 0 0 0 0 0 0 0 0 Ending Balance $82,635,374 $79,457,601 $64,241,605 $50,662,388 $36,143,073 $45,079,286 $45,346,241 $45,653,910 $45,969,006 $46,596,336 $47,017,152 $47,487,975 $48,135,935 $48,903,879 Captial Fund (610-612)
Beginning Balance $14,000,000 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 Plus: Additions 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Less: Uses of Funds (14,000,000) 0 0 0 0 0 0 0 0 0 0 0 0 0 Ending Balance $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 Target Minimum - 6 mo. of O&M $22,909,949 $31,462,491 $33,035,615 $34,687,396 $36,421,766 $38,242,854 $40,154,997 $42,162,746 $44,270,884 $46,484,428 $48,808,649 $51,249,082 $53,811,536 $56,502,113 50.0% O&M Target Ending Bal. / (Def.) $59,725,425 $47,995,111 $31,205,990 $15,974,992 ($278,693) $6,836,432 $5,191,244 $3,491,164 $1,698,123 $111,909 ($1,791,497) ($3,761,107) ($5,675,600) ($7,598,234) Long-Term Debt Proceeds Fund (610-614)
Beginning Balance $24,854,198 $0 $0 $0 $0 $0 $0 $26,210,397 $17,200,462 $0 $45,769,775 $11,428,224 $0 $10,812,818 Plus: Additions 0 0 0 0 0 0 26,210,397 0 0 45,769,775 0 0 10,812,818 0 Less: Uses of Funds (24,854,198) 0 0 0 0 0 0 (9,009,935) (17,200,462) 0 (34,341,551) (11,428,224) 0 (10,812,818) Ending Balance $0 $0 $0 $0 $0 $0 $26,210,397 $17,200,462 $0 $45,769,775 $11,428,224 $0 $10,812,818 $0 Rate Stabilization Fund (610-611)
Beginning Balance $12,873,782 $12,938,151 $13,015,780 $13,119,906 $13,251,105 $13,383,616 $13,517,452 $13,652,627 $13,789,153 $13,927,045 $14,066,315 $14,206,978 $14,349,048 $14,492,539 Plus: Additions 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Plus Interest Earned 64,369 77,629 104,126 131,199 132,511 133,836 135,175 136,526 137,892 139,270 140,663 142,070 143,490 144,925 Less: Uses of Funds 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Ending Balance $12,938,151 $13,015,780 $13,119,906 $13,251,105 $13,383,616 $13,517,452 $13,652,627 $13,789,153 $13,927,045 $14,066,315 $14,206,978 $14,349,048 $14,492,539 $14,637,464 Connection Fee Fund (610-615)
Beginning Balance $9,004,061 $9,049,081 $9,103,376 $9,176,203 $9,267,965 $9,360,644 $9,454,251 $9,548,793 $9,644,281 $9,740,724 $9,838,131 $9,936,513 $10,035,878 $10,136,237 Capacity Fees 3,888,957 3,114,849 3,145,997 3,177,457 3,209,232 3,241,324 3,273,738 3,306,475 3,339,540 3,372,935 3,406,664 3,440,731 3,475,138 3,509,890 As Customer Growth Plus Interest Earned 45,020 54,294 72,827 91,762 92,680 93,606 94,543 95,488 96,443 97,407 98,381 99,365 100,359 101,362 Repayment from 431 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Bond Defeasance 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Less: Uses of Funds ($3,888,957) ($3,114,849) ($3,145,997) ($3,177,457) ($3,209,232) ($3,241,324) ($3,273,738) ($3,306,475) ($3,339,540) ($3,372,935) ($3,406,664) ($3,440,731) ($3,475,138) ($3,509,890) Ending Balance $9,049,081 $9,103,376 $9,176,203 $9,267,965 $9,360,644 $9,454,251 $9,548,793 $9,644,281 $9,740,724 $9,838,131 $9,936,513 $10,035,878 $10,136,237 $10,237,599 Total Ending Balance $104,622,606 $101,576,757 $86,537,713 $73,181,457 $58,887,334 $68,050,989 $94,758,058 $86,287,807 $69,636,775 $116,270,558 $82,588,867 $71,872,901 $83,577,528 $73,778,941 DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
City of Stockton
Wastewater Rate Study Inflation = 2.7% Page 1 of 3
Capital Improvement Plan
Exhibit 4
FY 2022 FY 2023 FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 FY 2031 FY 2032 FY 2033 FY 2034 FY 2035 Total Notes RWCF
Rehab Digester A & B for sludge storage Design (Evaluate per M20021) $0 $0 $2,098,911 $2,155,581 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $4,254,492 RWCF 60kV Transformer Replacement 0 821,600 0 0 0 0 0 0 0 0 0 0 0 0 821,600 RWCF Cogeneration Engine No. 1 Rebuild 0 256,750 263,682 270,802 278,113 0 0 0 0 0 0 0 0 0 1,069,347 RWCF Cogeneration Engine No. 3 Rebuild 0 0 0 0 0 868,292 0 0 0 0 0 0 0 0 868,292 RWCF Cogeneration Engine No. 4 Rebuild 0 0 791,047 0 0 0 0 0 0 0 0 0 0 0 791,047 RWCF Facility Main Plant Switchgear Upgrade with Load Shedding 0 120,159 118,130 121,319 0 0 0 0 0 0 0 0 0 0 359,608 RWCF New Outfall 0 4,108,000 0 0 0 0 0 0 0 0 0 0 0 0 4,108,000 RWCF Pond No. 1 Cleaning 0 0 2,405,837 2,470,794 2,537,506 2,606,019 0 0 0 0 0 0 0 0 10,020,156 RWCF Sludge Day Tank Mixing Rehabiltation 0 82,160 84,378 0 0 0 0 0 0 0 0 0 0 0 166,538 RWCF Floodwall Ph 1 Project 0 1,797,250 6,328,374 0 0 0 0 0 0 0 0 0 0 0 8,125,624 RWCF 60-KV Transformer Station Relocation Project 0 898,625 1,054,729 0 0 0 0 0 0 0 0 0 0 0 1,953,354 RWCF Large Diameter Pipe Inspection 0 0 210,946 0 0 0 0 0 0 0 0 0 0 0 210,946 Unidentified 0 0 0 0 0 0 4,693,347 4,820,067 4,950,209 5,083,865 5,221,129 5,362,100 5,506,876 5,655,562 41,293,155 ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- Total RWCF $0 $8,084,544 $13,356,033 $5,018,497 $2,815,619 $3,474,311 $4,693,347 $4,820,067 $4,950,209 $5,083,865 $5,221,129 $5,362,100 $5,506,876 $5,655,562 $74,042,158 Capacity Improv. to Existing Gravity Sewer
E. Marsh Street sewer $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $15,402,331 $0 $0 $0 $15,402,331 Fund 434 El Dorado Street / S. Center Street sewer 0 0 0 0 0 0 0 0 0 0 5,873,770 0 0 0 5,873,770 Fund 434 S. Wilson Way sewer 0 0 0 0 0 0 0 0 0 0 0 2,010,787 0 0 2,010,787 Fund 434 E. 6th Street 0 0 0 0 0 0 0 0 0 0 0 1,206,472 0 0 1,206,472 Fund 434 E. Main Street sewer 0 0 0 0 0 0 0 0 0 0 0 14,343,616 0 0 14,343,616 Fund 434 W. Washington Street / Port Road 23 sewer 0 0 0 0 0 0 0 0 0 0 0 0 7,296,611 0 7,296,611 Fund 434 Don Avenue / Meadow Avenue sewer 0 0 0 0 0 0 0 0 0 0 0 0 7,571,955 0 7,571,955 Fund 434 S. El Dorado Street sewer 0 0 0 0 0 0 0 0 0 0 0 0 2,615,766 0 2,615,766 Fund 434 Del Norte Street sewer 0 0 0 0 0 0 0 0 0 0 0 0 0 16,118,351 16,118,351 Fund 434 Cumberland & 5-Mile Slough PS inlet sewer 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Fund 434 ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- ----------------- Total Capacity Improv. to Existing Gravity Sewer $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $21,276,101 $17,560,876 $17,484,332 $16,118,351 $72,439,660 DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
City of Stockton
Wastewater Rate Study Inflation = 2.7% Page 2 of 3
Capital Improvement Plan
Exhibit 4
FY 2022 FY 2023 FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 FY 2031 FY 2032 FY 2033 FY 2034 FY 2035 Total Notes Rehab of Existing Gravity Sewer Facilities
Navy Drive parallel trunk sewers $0 $2,875,600 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $2,875,600 Worth Street trunk sewer 0 0 5,062,699 0 0 0 0 0 0 0 0 0 0 0 5,062,699 Navy Drive I-5 trunk sewer 0 0 0 2,058,093 0 0 0 0 0 0 0 0 0 0 2,058,093 Sierra Nevada Street trunk sewer 0 0 0 2,274,734 0 0 0 0 0 0 0 0 0 0 2,274,734 Church Street/Pershing Avenue trunk sewer 0 0 0 0 9,455,853 0 0 0 0 0 0 0 0 0 9,455,853 Oak Street trunk sewer 0 0 0 0 0 13,367,127 0 0 0 0 0 0 0 0 13,367,127 Ralph Avenue trunk sewer, Phase 1 0 0 0 0 0 0 1,173,337 0 0 0 0 0 0 0 1,173,337 Pershing Avenue sewer 0 0 0 0 0 0 1,760,005 0 0 0 0 0 0 0 1,760,005 Mormon Slough trunk sewer 0 0 0 0 0 0 7,978,690 0 0 0 0 0 0 0 7,978,690 March Lane trunk sewer 0 0 0 0 0 0 0 7,591,606 0 0 0 0 0 0 7,591,606 Sperry Road/Gibraltar Court sewer 0 0 0 0 0 0 0 0 5,692,740 0 0 0 0 0 5,692,740 Airport Way trunk sewer 0 0 0 0 0 0 0 0 0 6,354,831 0 0 0 0 6,354,831 Union Street sewer 0 0 0 0 0 4,912,705 0 0 0 0 0 0 0 0 4,912,705 Ralph Avenue trunk sewer, Phase 2 0 0 0 0 0 0 0 0 0 0 3,263,206 0 0 0 3,263,206 Tuxedo Avenue sewer 0 0 0 0 0 0 0 0 0 635,483 0 0 0 0 635,483 Hazelton Avenue trunk sewer 0 0 0 0 0 0 0 2,530,535 0 0 0 0 0 0 2,530,535 Backyard and smaller diameter sewers 0 0 0 0 0 0 0 0 2,351,349 0 0 0 0 0 2,351,349 Sewer Maintenance Hole Rehab 0 0 0 0 0 0 0 0 2,598,860 0 0 0 0 0 2,598,860 Sanitary Sewer Small Diameter Lines Replc 0 0 0 0 0 0 0 0 0 2,287,739 0 0 0 0 2,287,739 Sanitary Sewer Large Diameter Lines Replc 0 0 0 0 0 0 0 0 0 0 5,873,770 0 0 0 5,873,770 Longview Avenue sewer 0 0 0 0 0 0 0 1,325,518 0 0 0 0 0 0 1,325,518 Ryde Avenue trunk sewer 0 0 0 0 0 0 0 0 4,207,678 0 0 0 0 0 4,207,678 Lincoln Road Trunk sewer 0 0 0 0 0 0 0 0 0 7,498,700 0 0 0 0 7,498,700 Alturas Avenue sewer 0 0 0 0 0 0 0 0 742,531 0 0 0 0 0 742,531 E. Bianchi Street/ Pardee Lane sewer 0 0 0 0 0 0 0 0 6,889,041 7,075,045 7,266,071 0 0 0 21,230,157 Rose Marie Lane sewer 0 0 0 0 0 0 0 0 0 2,033,546 0 0 0 0 2,033,546 Harding Way sewer 0 0 0 0 0 0 0 0 0 0 2,088,452 0 0 0 2,088,452 ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- Total Rehab of Existing Gravity Sewer Facilities $0 $2,875,600 $5,062,699 $4,332,827 $9,455,853 $18,279,832 $10,912,031 $11,447,660 $22,482,199 $25,885,344 $18,491,499 $0 $0 $0 $129,225,544 Pump Station and Force Main Improv.

Westside Interceptor Parallel Force Main $0 $0 $0 $14,027,527 $14,406,270 $14,795,239 $15,194,710 $0 $0 $0 $0 $0 $0 $0 $58,423,746 Lincoln Street PS and Force Main 0 0 0 4,657,789 4,783,549 0 0 0 0 0 0 0 0 0 9,441,338 14-Mile Slough PS Improvements 0 0 3,797,024 0 0 0 0 0 0 0 0 0 0 0 3,797,024 5-Mile Slough Force Main 0 0 0 0 0 342,747 0 0 0 0 0 0 0 0 342,747 Brookside Estates PS 0 0 0 0 0 1,028,241 0 0 0 0 0 0 0 0 1,028,241 College Park PS 0 0 0 0 0 913,992 0 0 0 0 0 0 0 0 913,992 Don Avenue & Santiago PS 0 0 0 0 0 571,245 0 0 0 0 0 0 0 0 571,245 Drake and Hwy-99 PS 0 0 0 0 0 1,485,236 0 0 0 0 0 0 0 0 1,485,236 Kelley & Mosher PS 0 0 0 0 0 571,245 0 0 0 0 0 0 0 0 571,245 Quail Lakes PS 0 0 0 0 0 0 704,002 0 0 0 0 0 0 0 704,002 Thornton & Davis PS 0 0 0 0 0 0 821,336 0 0 0 0 0 0 0 821,336 Waterloo & Roosevelt PS 0 0 0 0 0 0 704,002 0 0 0 0 0 0 0 704,002 Swenson and 5-Mile Slough PS 0 0 0 0 0 0 3,402,676 0 0 0 0 0 0 0 3,402,676 Cumberland and 5-Mile Slough PS 0 0 0 0 0 0 0 0 0 7,625,797 0 0 0 0 7,625,797 Fund 434 Pump Station Rehabilitation and Modernization 0 2,054,000 2,109,458 2,166,413 2,224,907 2,284,979 0 0 0 0 0 0 0 0 10,839,757 Plymouth & 5 Mile Creek PS 0 0 0 0 0 0 0 2,892,040 0 0 0 0 0 0 2,892,040 Camanche PS 0 0 0 0 0 0 0 0 742,531 0 0 0 0 0 742,531
---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- Total Pump Station and Force Main Improv. $0 $2,054,000 $5,906,482 $20,851,729 $21,414,725 $21,992,923 $20,826,727 $2,892,040 $742,531 $7,625,797 $0 $0 $0 $0 $104,306,955 DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
City of Stockton
Wastewater Rate Study Inflation = 2.7% Page 3 of 3
Capital Improvement Plan
Exhibit 4
FY 2022 FY 2023 FY 2024 FY 2025 FY 2026 FY 2027 FY 2028 FY 2029 FY 2030 FY 2031 FY 2032 FY 2033 FY 2034 FY 2035 Total Notes Other Future System Improvements
Capital Projects $0 $0 $0 $0 $0 $0 $11,733,367 $12,050,168 $12,375,523 $12,709,662 $13,052,823 $13,405,249 $13,767,191 $14,138,905 $103,232,886 Fund 434 ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- Total Other Future System Improvements $0 $0 $0 $0 $0 $0 $11,733,367 $12,050,168 $12,375,523 $12,709,662 $13,052,823 $13,405,249 $13,767,191 $14,138,905 $103,232,886 Recommended Studies
Asset Condition Assessment for Sanitary Sewer Force Mains $0 $1,129,700 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $1,129,700 Asset Condition Assessment for Sanitary Sewer Pump Stations 0 0 0 0 556,227 0 0 0 0 0 0 0 0 0 556,227 Corrosion and Odor Control Study 0 0 0 324,962 0 0 0 0 0 0 0 0 0 0 324,962 West Side Interceptor Alignment Study 0 0 527,365 0 0 0 0 0 0 0 0 0 0 0 527,365 ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- Total Recommended Studies $0 $1,129,700 $527,365 $324,962 $556,227 $0 $0 $0 $0 $0 $0 $0 $0 $0 $2,538,253 RWCF Modification Project $74,576,105 $49,912,200 $4,324,389 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $128,812,694 Future Capital Improvements $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 Transfer to Long-Term Debt Proceeds Fund $0 $0 $0 $0 $0 $0 $26,210,397 $0 $0 $45,769,775 $0 $0 $10,812,818 $0 $82,792,990 Transfer to Operating Fund $0 $0 $0 $0 $0 $8,652,934 $0 $0 $0 $0 $0 $0 $0 $0 $8,652,934 Total Capital Improvement Projects $74,576,105 $64,056,044 $29,176,968 $30,528,014 $34,242,424 $52,400,000 $74,375,869 $31,209,935 $40,550,462 $97,074,443 $58,041,551 $36,328,224 $47,571,217 $35,912,818 $706,044,075 Less: Other Funding Sources
Operating Fund (610-000) $18,521,907 $2,906,044 $14,926,968 $13,728,014 $14,742,424 $0 $0 $0 $0 $0 $0 $0 $0 $0 $64,825,357 Input Connection Fee Fund (610-615) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Fund 434 Captial Fund (610-612) 14,000,000 0 0 0 0 0 0 0 0 0 0 0 0 0 14,000,000 Input Long-Term Debt Proceeds Fund (610-614) 24,854,198 0 0 0 0 0 0 9,009,935 17,200,462 0 34,341,551 11,428,224 0 10,812,818 107,647,188 Input Low Interest Loans 0 46,800,000 0 0 0 30,000,000 0 0 0 0 0 0 0 0 76,800,000 Input Revenue Bonds 0 0 0 0 0 0 50,175,869 0 0 70,474,443 0 0 22,271,217 0 142,921,529 Calculated ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- ------------------ Total Other Funding Sources $57,376,105 $49,706,044 $14,926,968 $13,728,014 $14,742,424 $30,000,000 $50,175,869 $9,009,935 $17,200,462 $70,474,443 $34,341,551 $11,428,224 $22,271,217 $10,812,818 $406,194,074 Rate Funded Capital $17,200,000 $14,350,000 $14,250,000 $16,800,000 $19,500,000 $22,400,000 $24,200,000 $22,200,000 $23,350,000 $26,600,000 $23,700,000 $24,900,000 $25,300,000 $25,100,000 $299,850,000 DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT
City of Stockton
Wastewater Rate Study
Debt
Exhibit 5
Year
2014 Revenue
Bond 2019 BANS WIFIA Total
FY 2022 $6,487,625 $120,169,140 $1,296,000 $127,952,765 FY 2023 6,487,500 0 1,296,000 7,783,500
FY 2024 6,486,375 0 1,296,000 7,782,375
FY 2025 6,698,250 0 1,296,000 7,994,250
FY 2026 6,692,375 0 1,296,000 7,988,375
FY 2027 6,693,250 0 1,296,000 7,989,250
FY 2028 6,695,000 0 1,296,000 7,991,000
FY 2029 6,696,875 0 1,296,000 7,992,875
FY 2030 6,693,250 0 1,296,000 7,989,250
FY 2031 0 0 5,614,797 5,614,797
FY 2032 0 0 5,614,797 5,614,797
FY 2033 0 0 5,614,797 5,614,797
FY 2034 0 0 5,614,797 5,614,797
FY 2035 0 0 5,614,797 5,614,797
FY 2036 0 0 5,614,797 5,614,797
FY 2037 0 0 5,614,797 5,614,797
FY 2038 0 0 5,614,797 5,614,797
FY 2039 0 0 5,614,797 5,614,797
FY 2040 0 0 5,614,797 5,614,797
FY 2041 0 0 5,614,797 5,614,797
FY 2042 0 0 5,614,797 5,614,797
FY 2043 0 0 5,614,797 5,614,797
FY 2044 0 0 5,614,797 5,614,797
FY 2045 0 0 5,614,797 5,614,797
FY 2046 0 0 5,614,797 5,614,797
FY 2047 0 0 5,614,797 5,614,797
FY 2048 0 0 5,614,797 5,614,797
FY 2049 0 0 5,614,797 5,614,797
FY 2050 0 0 5,614,797 5,614,797
FY 2051 0 0 5,614,797 5,614,797
FY 2052 0 0 0 0
FY 2053 0 0 0 0
FY 2054 0 0 0 0
FY 2055 0 0 0 0
FY 2056 0 0 0 0
FY 2057 0 0 0 0
------------------ ------------------ ------------------ -------------------- $59,630,500 $120,169,140 $129,574,731 $309,374,371
DRAFT EXHIBIT 1 - APPENDICES

ATTACHMENT D
DRAFT

Council Water CommitteeOctober 13, 2022

Council Water Committee
October 13, 2022