Corona City Council
June 17, 2026

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
17 Table 8
Well # 15
Type Vertical Turbine
Location 102 N. Lincoln Avenue
Plan Identification As-Built 08-100E
Construction Date 1946
Discharge Service Zone Magular Blending Facility or Temescal Desalter General Condition Note Good Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer U.S. Electrical Motors
Model N/A
Capacity (gpm) N/A
Head (ft) N/A
HP 250
RPM 1780
Voltage 460
Number of Phases 3
Discharge Diameter (in) 10-in

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
18 Well 17A
Groundwater from Well 17A is treated at the GAC Water Treatment Plant and conveyed to the Garretson Tank. Groundwater from Well 17A may alternatively be conveyed to the Temescal Desalter.

The well house is a masonry structure. It includes the well, discharge piping equipped with a check valve, Cla-Val control valve, air release valve, flow meter, fittings, supports, and appurtenances. The well house also includes HVAC provisions consisting of wall grilles and ventilation equipment. Lighting fixtures, on-off switches, and power receptacles are mounted on the ceiling and walls. Housekeeping and maintenance appear to be well maintained, and the well and discharge piping are freshly painted with no visible signs of corrosion. Landscaping around the facility is well maintained, and exterior piping is also painted with no visible signs of corrosion.

Figure 23: Well 17A Pump Station
Figure 24: Well 17A Pump House
Figure 22: Well 17A Electrical Equipment

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
19 Table 9
Well # 17A
Type Vertical Turbine
Location 1052 Quarry Street
Plan Identification As-Built 02-089
Construction Date 1987
Discharge Service Zone GAC Water Treatment Plant
General Condition Note Good Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer U.S. Electrical Motors
Model N/A
Capacity (gpm) N/A
Head (ft) N/A
HP 200
RPM 1785
Voltage 460
Number of Phases 3
Discharge Diameter (in) 10-in

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
20 Well 19
Groundwater from Well 19 is treated at the Temescal Desalter and conveyed to the Garretson Tank, where it is blended with other sources.

The well house is a masonry structure with a tile roof. The facility houses the well and discharge piping equipped with check valve, Cla-Val control valve, air release valve, flow meter, fittings, supports, and appurtenances. The motor control center and communication cabinet are mounted on housekeeping concrete pads inside the well house. HVAC provisions include wall grilles and ventilation equipment, and lighting fixtures, on‑off switches, and power receptacles are mounted on the ceiling and walls.

Housekeeping and maintenance appear to be well maintained.

There is piping located outside the well house, which includes bypass valves, fittings, Cla‑Val control valves, and two pressure vessels that may house the well treatment units, along with associated valves and fittings. The well yard includes bypass piping and pressure treatment vessels and is enclosed by a six‑foot masonry wall.

Figure 27: Well 19 Pump and Electrical Equipment
Figure 26: Well 19 Outside Pump Piping Figure 25: Well 19 Pump House

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
21 Table 10
Well # 19
Type Vertical Turbine
Location 219 W. Grand Boulevard
Plan Identification As-Built 90-036
Construction Date 1990
Discharge Service Zone Temescal Desalter
General Condition Note Good Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer U.S. Electrical Motors
Model N/A
Capacity (gpm) N/A
Head (ft) N/A
HP 600
RPM 1780
Voltage 460
Number of Phases 3
Discharge Diameter (in) 12-in

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
22 Well 22
Well 22 is part of the Temescal Desalter Wells. Groundwater from this well is treated at the Temescal Desalter and conveyed to the Garretson Tank, where it is blended with other sources prior to distribution.

The well house is a masonry structure that houses the well and associated discharge piping, equipped with a check valve, Cla-Val control valve, an air release valve, a flow meter, fittings, supports, and appurtenances. The well house also contains a motor control center (MCC) and communication cabinet mounted on housekeeping concrete pads. The well house includes HVAC provisions consisting of wall grilles and ventilation equipment. Lighting fixtures, on-off switches, and power receptacles are mounted on the ceiling and walls. The well house also includes a standby generator.

Housekeeping and maintenance appear to be well maintained, and the well and discharge piping are freshly painted with no visible signs of corrosion. All piping, equipment, and electrical installations seem well-maintained and freshly painted, with no signs of corrosion or other failures.

Figure 28: Well 22 Well Pump Station Figure 29: Well 22 Standby Generator

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
23 Table 11
Well # 22
Type Vertical Turbine
Location 405 Sierra Vista Street
Plan Identification As-Built 90-088
Construction Date 1998
Discharge Service Zone Temescal Desalter
General Condition Note Good Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer Nidec Motor Corporation
Model FA53
Capacity (gpm) 5,000
Head (ft) 259
HP 450
RPM 1780
Voltage 460
Number of Phases 3
Discharge Diameter (in) 16-inch

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
24 Well 25
Well 25 is part of the Temescal Desalter Wells. Groundwater from this well is treated at the Temescal Desalter and conveyed to the Garretson Tank, where it is blended with other sources prior to distribution.

The well house is a masonry structure that houses the well and associated discharge piping, equipped with a check valve, Cla-Val control valve, air release valve, flow meter, fittings, supports, and appurtenances. The well house includes a MCC and communication cabinet mounted on housekeeping concrete pads. The well house also includes HVAC provisions consisting of wall grilles and ventilation equipment. Lighting fixtures, on-off switches, and power receptacles are mounted on the ceiling and walls.

Housekeeping and maintenance appear to be well maintained. The well and discharge piping are freshly painted with no visible signs of corrosion.

Figure 31: Well 25 Pump House
Figure 32: Well 25 Pump Station
Figure 30: Well 25 Emergency Generator

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
25 Table 12
Well # 25
Type Vertical Turbine
Location 310 S. Vicentia Avenue
Plan Identification As-Built 90-088
Construction Date 1999
Discharge Service Zone Temescal Desalter
General Condition Note Good Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer Emerson Motor Company
Model N/A
Capacity (gpm) 4,000
Head (ft) 203
HP 150
RPM 1780
Voltage 460
Number of Phases 3
Discharge Diameter (in) 16-inch

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
26 Well 26
Well 26 is part of the Temescal Desalter Wells.

Groundwater from this well is treated at the
Temescal Desalter and conveyed to the Garretson
Tank, where it is blended with other sources prior to
distribution.

A visual inspection of the well facility indicates that housekeeping and maintenance are well
maintained. The well structure, exposed discharge
piping at the well wall, and the MCC and
communication equipment are in good condition.

The well and discharge piping appear to be freshly
painted, with no visible signs of corrosion. Figure 34: Well 26 Pump House Figure 33: Well 26 Pump Station
Figure 35: Well 26 Electrical Equipment

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
27 Table 13
Well # 26
Type Vertical Turbine
Location 710 McGrath Drive
Plan Identification As-Built 90-088
Construction Date 1999
Discharge Service Zone Temescal Desalter
General Condition Note Good Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer Emerson Motor Company
Model N/A
Capacity (gpm) 4,000
Head (ft) 203
HP 150
RPM 1780
Voltage 460
Number of Phases 3
Discharge Diameter (in) 16-inch

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
28 Well 27
Well 27 produces groundwater that can be conveyed either directly to the Mangular Tank, where it is blended with other sources, or to the Temescal Desalter for treatment prior to conveyance to the Garretson Tank.

Well 27 is housed in a wooden shed that exhibits signs of aging, including chipped paint at the base of the walls. A communications antenna is mounted on the shed. The shed roof includes an access hatch for well pump removal during maintenance and repairs. A masonry wall surrounds the site and is in good condition. The well pump, MCC, and communication equipment are housed within the shed. The well and discharge piping appear to be in good condition, with no visible signs of corrosion.

Figure 37: Well 27 Pump House Figure 36: Well 27 Electrical Equipment Figure 38: Well 27 Pump Station

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
29 Table 14
Well # 27
Type Vertical Turbine
Location 2581 Mangular Avenue
Plan Identification N/A
Construction Date 1980
Discharge Service Zone Magular Blending Facility or Temescal Desalter General Condition Note Fair Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer Newman Electrical Motors
Model N/A
Capacity (gpm) N/A
Head (ft) N/A
HP N/A
RPM 1770
Voltage 460
Number of Phases 3
Discharge Diameter (in) 8-in

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
30 Well 28
Well 28 is part of the Temescal Desalter Wells. Groundwater from this well is treated at the Temescal Desalter and conveyed to the Garretson Tank, where it is blended with other sources prior to distribution.

The well house for Well 28 is a masonry structure that includes the well, discharge piping equipped with check valve, Cla-Val control valve, air release valve, flow meter, fittings, supports, and appurtenances.

The well house includes a MCC and communication cabinet mounted on housekeeping concrete pads.

The well house also includes HVAC provisions consisting of wall grilles and ventilation equipment. Lighting fixtures, on-off switches, and power receptacles are mounted on the ceiling and walls.

Housekeeping and maintenance appear to be well maintained. The well structure and discharge piping that protrudes from outside the building are in good condition. The well and discharge piping appear to be freshly painted, with no visible signes of corrosion. Landscaping is regularly maintained, and the overall site is maintained in good condition.

Figure 41: Well 28 Pump Station
Figure 40: Well 28 Pump House Figure 39: Well 28 Outside Electrical Cabinets

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
31 Table 15
Well # 28
Type Vertical Turbine
Location 202 N. Buena Vista Avenue
Plan Identification As-Built 02-288
Construction Date 2003
Discharge Service Zone Temescal Desalter
General Condition Note Good Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer Newman Electrical Motors
Model N/A
Capacity (gpm) N/A
Head (ft) N/A
HP N/A
RPM 1770
Voltage 460
Number of Phases 3
Discharge Diameter (in) 12-in

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
32 Well 29
Well 29 is part of the Temescal Desalter Wells. Groundwater from this well is treated at the Temescal Desalter and conveyed to the Garretson Tank, where it is blended with other sources prior to distribution.

The well house is a masonry structure that houses the well and discharge piping with the check valve, ClaVal control valve, air release valve, flow meter, fittings, supports, and appurtenances. The well house includes a MCC and communication cabinet mounted on concrete pads. The well house also includes HVAC provisions consisting of wall grilles and ventilation equipment. Lighting fixtures, on-off switches, and power receptacles are mounted on the ceiling and walls.

Housekeeping and maintenance appear to be well maintained. The well and discharge piping are freshly painted with no visible signs of corrosion.

Figure 43: Well 29 Pump Station Figure 42: Well 29 Electrical Equipment

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
33 Table 16
Well # 29
Type Vertical Turbine
Location 240 N. Buena Vista Avenue
Plan Identification As-Built 07-083
Construction Date 2008
Discharge Service Zone Temescal Desalter
General Condition Note Good Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer Emerson Motor Company
Model GF15
Capacity (gpm) N/A
Head (ft) N/A
HP 200
RPM 1780
Voltage 460
Number of Phases 3
Discharge Diameter (in) 12-in

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
34 Well 31
Well 31 is part of the Temescal Desalter Wells. Groundwater from this well is treated at the Temescal Desalter and conveyed to the Garretson Tank, where it is blended with other sources prior to distribution.

The well house is a masonry structure that houses the well and associated piping and equipment, including discharge piping with the check valve, the Cla-Val control valve, air release valve, flow meter, fittings, supports, and appurtenances. The well house includes a MCC and communication cabinet mounted on housekeeping concrete pads. The well house also includes HVAC provisions consisting of wall grilles and ventilation equipment. Lighting fixtures, on-off switches, and power receptacles are mounted on the ceiling and walls. Housekeeping and maintenance appear to be regularly performed. The well structure, exposed discharge piping at the well wall, and MCC and control cabinets are in good condition. The well and discharge piping appear to be freshly painted, with no visible signs of corrosion.

Figure 44: Well 31 Pump House
Figure 45: Well 31 Pump Station

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
35 Table 17
Well # 31
Type Vertical Turbine
Location 210 N. Buena Vista Avenue
Plan Identification As-Built 09-110U
Construction Date 2014
Discharge Service Zone Temescal Desalter
General Condition Note Good Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer Nidec Motor Company
Model BF71
Capacity (gpm) N/A
Head (ft) N/A
HP 125
RPM 1785
Voltage 460
Number of Phases 3
Discharge Diameter (in) 12-in

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
36 Well 32 (Inactive)
Well 32 is inactive. Groundwater from this well can be treated at the Granular Activated Carbon (GAC) Water Treatment Plant and conveyed to the Garretson Tank, or conveyed to the Temescal Desalter for treatment.

Table 18
Well # 32
Type N/A
Location N/A
Plan Identification N/A
Construction Date N/A
Discharge Service Zone N/A
General Condition Note N/A
Pump Information
Pump No. N/A
Type of Pump N/A
Manufacturer N/A
Model N/A
Capacity (gpm) N/A
Head (ft) N/A
HP N/A

RPM N/A
Voltage N/A
Number of Phases N/A
Discharge Diameter (in) N/A
Figure 46: Well 32 Pump Station (Abandon)

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
37 Well 33
Groundwater from Well 33 is treated at the GAC Water Treatment Plant and conveyed to the Garretson Tank. Groundwater from Well 33 may alternatively be conveyed to the Temescal Desalter.

The well house is a masonry structure that houses the well and associated pipng and equipment, including the discharge piping with check valve, Cla-Val control valve, air release valve, flow meter, fittings, supports, and appurtenances. The well house includes the MCC and communication cabinet mounted on housekeeping concrete pads. HVAC provisions are provided and include wall grilles and ventilation equipment. Lighting fixtures, switches, and power receptacles are mounted on the ceiling and walls.

Housekeeping and maintenance appear to be well maintained. The well structure, exposed discharge piping outside the well wall, and MCC and control cabinets are in good condition. The well and discharge piping appear to be freshly painted, with no visible signs of corrosion.

Figure 49: Well 33 Pump Station
Figure 48: Well 33 Electrical Cabinets Figure 47: Well 33 Pump Station

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
38 Table 19
Well # 33
Type Vertical Turbine
Location 3882 Grant Street
Plan Identification As-Built 13-038U
Construction Date 2016
Discharge Service Zone Ion Exchange Facility
General Condition Note Good Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer N/A
Model N/A
Capacity (gpm) N/A
Head (ft) N/A
HP N/A

RPM N/A
Voltage N/A
Number of Phases N/A
Discharge Diameter (in) 12-in

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
39 Section 2
Coldwater-Bedford Basin Wells

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
40 Well 3 (Inactive)
Well 3 is part of the Glen Ivy area. Historically, groundwater from this well could be conveyed to the Glen Ivy Tank, which is planned for demolition. Groundwater from Well 3 can be treated at the Temescal Valley Water District.

Table 20
Well # 3
Type N/A
Location 9865 Glen Ivy Road
Plan Identification As-Built W-200
Construction Date 1935
Discharge Service Zone Zone 1136
General Condition Note N/A
Pump Information
Pump No. N/A
Type of Pump N/A
Manufacturer N/A
Model N/A
Capacity (gpm) N/A
Head (ft) N/A
HP N/A

RPM N/A
Voltage N/A
Number of Phases N/A
Discharge Diameter (in) N/A

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
41 Well 20 (Inactive)
Well 20 is located at 25225 Maitri Road and is part of the Glen Ivy area, similar to Well 3; however, it is currently inactive. No signs of corrosion were observed, and the facility appears to be in good condition.

Table 21
Well # 20
Type N/A
Location 25225 Maitri Road
Plan Identification As-Built 97-064
Construction Date 1998
Discharge Service Zone Zone 1136
General Condition Note Good Condition
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer Emerson Motor Company
Model BF66
Capacity (gpm) N/A
Head (ft) N/A
HP 100
RPM 1785
Voltage 460
Number of Phases 3
Discharge Diameter (in) N/A
Figure 50: Well 20 Pump Station

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
42 Well 21 (Inactive)
Well 21 is located at 24650 Glen Ivy Road and is part of the Glen Ivy area. Similar to Well 20, this well is currently inactive.

Table 22
Well # 21
Type N/A
Location 24650 Glen Ivy Road
Plan Identification As-Built 97-064
Construction Date 1998
Discharge Service Zone Zone 1136
General Condition Note N/A
Pump Information
Pump No. 1
Type of Pump Vertical
Manufacturer U.S Electrical Motors
Model N/A
Capacity (gpm) N/A
Head (ft) N/A
HP 300
RPM 1985
Voltage 460
Number of Phases N/A
Discharge Diameter (in) N/A

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
43 Section 3
Water Interties

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
44 Turnout WR-19
Turnout WR-19 provides untreated imported water from Western Municipal Water District (WMWD) to the City. The turnout is located on Chase Dr, east of Lester Ave, and conveys flow from the Lower Feeder Pipeline and the Lester Water Treatment Plant by gravity. When pipeline pressure is insufficient to maintain gravity flow, the Lester Raw Water Booster Pump Station provides additional pumping head to supply the Lester Water Treatment Plant. The hydraulic grade line of the pipeline varies depending on system operations and flow conditions at the turnout but is typically at an elevation of approximately 1,075 feet above mean sea level (AMSL).

Turnout WR-24
Turnout WR-24 provides treated water from WMWD through the Mill’s Pipeline. The turnout is located at Temescal Canyon Rd and La Gloria Rd. This connection can deliver potable water to Zones 1060, 1220 and 1380 through several pressure reducing stations (PRS). Corona’s maximum allotment for this turnout is 10 cubic feet per second (cfs).

Turnout WR-29 (Inactive)
Turnout WR-29 provides untreated water from WMWD through the Lower Feeder Pipeline. This turnout would supply water to the Green River Treatment Plant through the Green River Raw Booster Pump Station. The Green River Water Treatment Plant and turnout WR-29 are currently inactive.

Turnout WR-33
Turnout WR-33 provides untreated water from WMWD and is connected to the Lower Feeder near Montana Ranch Rd. Water from WR-33 is conveyed to the Sierra Del Oro Treatment Plant via the Sierra Del Oro Raw Water Booster Pump Station. The hydraulic grade line of the pipeline varies depending on the operating conditions and flow through the turnout, but is typically at an elevation of approximately 1,070 ft AMSL.

Norco 1 and Norco 2
The City of Corona’s Yuma Tank, located in Zone 1020, provides the City of Norco with metered connections #1 and #2. Each interconnection can deliver up to 2,500 gpm of treated water to the City of Norco. These interconnections could also provide reverse flow into the City of Corona in an emergency.

Home Gardens
The unincorporated community of Home Gardens purchases all its water from the City of Corona. The interconnection to Home Gardens is a one-way, metered connection.

Arlington Desalter
The Arlington Desalter is owned by WMWD. The WMWD Arlington Desalter pipeline supplies the City potable water to Zone 905

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
45 City of Riverside
The City of Riverside connections are normally closed and have the capability to import water to the City of Corona (Interconnection 1) and export water from the City of Corona to the City of Riverside (Interconnection 2).

Temescal Valley Water District (TVWD)
TVWD has two (2) interconnections; one for importing water (TVWD 1) and one for exporting water (TVWD 2). It is important to note that although TVWD 1 and TVWD 2 are emergency connections, they are also referred to as a pressure-reducing station and a booster pump station, respectively.

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
46 Section 4
Water Treatment Plants

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
47 Sierra del Oro Water Treatment Plant
This treatment plant is located on the City's west side and has a total rated capacity of six (6) million gallons per day (MGD). However, the facility routinely treated 9.1 MGD
during the City’s maximum day conditions from turnout
WR33. Under typical operating conditions, the Sierra Del Oro Treatment Plant treats approximately five (5) MGD on an average daily basis. The treatment process is as follows:

1. Pretreatment: In the pre-treatment stage,
chlorine, aluminum sulfate, and cationic polymers
are injected into a static mixer. The aluminum
sulfate and cationic polymer act as a coagulant to
assist with the formation of flocculation.

2. Coagulation and flocculation: Floc is created when
suspended solids group together to form larger
particles, and floc is captured by the filtration
system. Generally, the flocculation occurs in the
sedimentation basin. Polyethylene balls block UV
rays and limit chlorine loss in the sedimentation
basins.

3. Sedimentation Basin: In the sedimentation basin,
aluminum sulfate and cationic polymer added in
the pretreatment promote floc formation which
results in larger particulates settling. Settled flow
and other settled particulates are ranked from the
bottom of the sedimentation basin twice a day by
the travelling bridges, and the sludge is pumped.

4. Filtration: The water from the sedimentation is
gravity fed through the series of three (3) dual
media filters consisting of anthracite and sand.

These filters remove remaining suspended solids
that form during the flocculation process.

5. Post-disinfection: Chlorine is added to the filtered water to complete disinfection before it is
discharged into the distribution system.

The Sierra Del Oro Water Treatment Plant is a
conventional treatment facility that includes
sedimentation basins to remove larger particles
before filtration. As a result, the plant has longer
detention times and requires less frequent filter
backwashing.

Figure 51: Influent Detail of the Sierra Del Oro
Figure 52: Settler Plastic Balls for UV
protection, Traveling bridge in the distance at
the Sierra Del Oro

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
48 Figure 54: SDO Filter Figure 53: SDO Chemical Tanks

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
49 Table 23
WTP Name Sierra Del Oro Water Treatment Plant
Type Conventional Water Treatment Plant
Location 2940 Wilderness Circle
Construction Date 1988
Water Source WMWD WR-33
Discharge Service Zone Sierra Del Oro Tank (Zone 1060)
General Condition Notes • The communication system needs to be evaluated and updated. • Filter covers need to be replaced

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
50 Lester Water Treatment Plant
The City constructed its first treatment facility, the
Lester Water Treatment Plant, in 1966; and began
supplementing local groundwater supplies with
imported Colorado River Water. The treatment plant
has a total rated capacity of thirty (30) MGD and is
the largest treatment plant in the City of Corona. It is supplied by Metropolitan Water District’s Colorado
River Aqueduct (Lower Feeder Pipeline) through the
WR-19 turnout. The treatment plant uses Lester Raw
Water Booster Pump Station when the hydraulic
grade elevation of the Lower Feeder Pipeline is too
low. Lester Water Treatment Plant treats total
suspended solid (TSS) using six (6) filters. The
treatment process is as follows:

1. Pre-treatment: Chlorine, aluminum sulfate,
and cationic polymer are fed into the static
mixer. The aluminum sulfate and cationic
polymer act as a coagulant to help the
creation of floc. Chlorine dosing will start the
disinfection process, prevent the bio-growth
from occurring on the filter and pipes, and
assist with any taste and odor issues the plant
may have.

2. Coagulation and flocculation: Suspended
solids are aggregated to form larger particles
called floc. The purpose of creating floc is to
prevent small particles from escaping the
filtration system.

3. Filtration: The water passes through the dual
media bed of anthracite and sand. The
filtration process will capture any flocs
formed during the flocculation process.

4. Disinfection: Chlorine is injected after combining the filter effluent and prior to entering the chlorine contact basin (CCT). Water flows through the CCT for a few minutes to a few hours. Once the water leaves Lester, it is safe to drink; and meets all state regulations.

5. Backwash: During backwash, water is pumped backward through the filters to clean particulates and polymers that adhere to the filters. Backwashing is part of routine maintenance that enables near continuous operation.

Figure 55: Chemical Dosing Unit for Lester WTP
Figure 56: Filtration Plant at the Lester WTP

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
51 Table 24
WTP Name Lester Water Treatment Plant
Type Conventional Water Treatment Plant
Location 2970 Rimpau Ave
Construction Date 1966
Water Source WMWD WR-19 and WR-24
Discharge Service Zone Lester #1 Tank (Zone 1060)
General Condition Notes • Relocation of Chlorine Injection, • Surge Basin needs to be upgraded
• Settlers need to be retrofitted.

Figure 58: Lester's Filtration Plant Figure 57: Lester's Plant Surge Basin

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
52 Temescal Desalter Treatment Plant
The Temescal Desalter treats groundwater from the
Temescal Basin Wells. The Temescal Basin Wells include
the following: Common Well Flow Valve 19 (a portion of
flow from Wells 7A, 8A, 13, 17A, 32 and 33), Common
Well Flow Valve 22 (a portion of flow from Wells 11A,
12A, 14, 15 and 27), and the Desalter Wells.

The Temescal Desalter is a Reverse Osmosis (RO)
treatment facility where water is forced through a
membrane that rejects all solids. The Temescal Desalter has 1,407 RO membranes. All the water is prefiltered
before it gets to the Desalter to avoid membrane
damage. Membranes are cleaned every five to six
months to extend their service life and are typically
replaced every five to six years. The Temescal Desalter was constructed to:
• Provide a high-quality water
• Remove salts and contaminants
• Reduce dependency on imported water
• Improve the water quality in the Temescal and
Santa Anna basins.

The Temescal Desalter produces 10.4 MGD of treated water, which is transmitted to Garretson Tank and blended with another 4.3 MGD of groundwater that has high concentration of nitrate. Blending of multiple water supply sources at Garretson Tank results in the 14.7 MGD of treated water that meet state and Federal drinking water quality requirements. The Temescal Desalter also generates concentrate byproduct that is discharged into the Inland Empire Brine Line owned and operated by the Santa Ana Watershed Project Authority and transmitted to a brine treatment plant owned and operated by Orange County Sanitary District. The treatment process is as follows:

1. Pre-chemical injection: Sulfuric acid is injected to reduce the pH of the water. Threshold inhibitor is injected to keep a soluble salt in place to prevent fouling membranes.

2. Pre-treatment: Four cartridge vessels that contain 176 filters-in-place are designed to remove the larger suspended solids from the water prior to RO filtration.

3. Reverse osmosis filtration: The 201 vessels containing seven reverse osmosis membranes each operate under high pressure. Total dissolved solids are removed through the 1-micron membrane, and the RO filtered water is permeate drinking water.

4. Post-treatment: Four (4) de-carbonators strip Carbon Dioxide (CO2) from the water.

5. Post-chemical injection: The final treatment is sodium hydroxide injection to raise the pH of the water, and chlorine injected with aqueous ammonia to create chloramines for chlorine residuals in the distribution system.

Figure 59: Influent Filter at the Temescal Desalter

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
53 Table 25
WTP Name Temescal Desalter Treatment Plant
Type Reverse Osmosis Treatment Facility
Location 745 Corporation-Yard Way
Construction Date 2002
Water Source Well, No.7A, 8A, 9A, 11A, 12A, 13, 14, 15, 17A, 19, 22, 25, 26, 27, 28, 29, 31, & 33
Discharge Service Zone Garretson Tank (Zone 905)
General Condition Notes • Chemical storage area improvements. • Replacement of facilities PLC and control logic.
• Membranes will require regular replacement.

Figure 61: RO Unit Detail at the Temescal
Desalter
Figure 60: Chemical Storage Unit at the Temescal Desalter

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
54 Ion Exchange Treatment Plant (Prior to GAC Conversion) The City’s Ion Exchange (IX) Facility, now
referred to as the Granular Activated Carbon
(GAC) Water Treatment Plant, serves Zone 1
and has a treatment capacity of 3.45 MGD.

The facility was originally designed for nitrate
removal and consisted of an enclosed metal
building housing seven ion exchange vessel
tanks, each approximately 12 feet in diameter
and filled with nitrate‑removal resin. The
treatment system included three perchlorate
exchange reactors followed by a nitrate
reactor vessel.

Recently, the treatment objective shifted
from nitrate removal to the removal of TCP
and PFAS/PFOS. As a result, the facility has
been converted from ion exchange to granular activated carbon (GAC) treatment. At the time of the site visit documented in this asset inventory, the facility was configured with ion exchange vessels.

Figure 63: Filter Vessel at the Ion Exchange Facility
Figure 62: Ion Exchange Vessels at the Ion Exchange Facility

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
55 Table 26
WTP Name Ion Exchange Treatment Plant (Prior to GAC Conversion) Type Ion Exchange Water Treatment Facility
Location 410 Rimpau Ave
Construction Date 2019
Water Source Well 32, 33, 17A, 8A
Discharge Service Zone Garretson Tank (Zone 905)
General Condition Notes • The GAC facility needs to be expanded

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
56 Section 5
Tanks

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
57 Green River Tank
Green River Tank has a storage capacity of

1.5 million gallons (MG). The tank is a welded
steel tank with a high water level of 725 feet
and receives treated water from the Green
River Treatment Plant, which is currently
inactive. The tank serves the Green River
area within Zone 725. The tank is located off
Green River Rd near Nicholas Plaza. Visual
inspections indicate the reservoir is in good
condition, with no evidence of corrosion on
the tank or access ladder.

Figure 65: Green River Tank
Figure 64: Green River Tank

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
58 Table 27
Reservoir Name Green River Tank
Type Tank
Location 4130 Green River Rd
Plan Identification N/A
Construction Date 1984
Service Zone Zone 725
General Condition Notes Good Condition
Cresta Verde Tank
This tank has a storage capacity of 4.0 MG and a high water level of 905 feet. It stores treated water from the R‑3 Blend Station and serves the Corona Hills area within Zone 905. The reinforced concrete tank was constructed in 1986.

Table 28
Reservoir Name Cresta Verde Tank
Type Tank
Location 2549 Promenade Ave
Plan Identification As-Built 86-02
Construction Date 1986
Service Zone Zone 905
General Condition Notes N/A
R-3 Tank
R‑3 Tank was originally a steel tank constructed in 1954. The original tank was taken out of service and subsequently demolished. It was reconstructed as a reinforced concrete tank. R‑3 Tank stores blended water supplied from groundwater wells and the Lester Water Treatment Plant.

Table 29
Reservoir Name R-3 Tank
Type Tank
Location 2000 Garretson Ave
Plan Identification As-Built W-1825, 07-023U
Construction Date 2015
Service Zone Zone 905
General Condition Notes N/A

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
59 Border Tank
Border Tank has a storage capacity of 3.0 MG and a high water level of 1020 feet. The tank is supplied with water from Glen Ivy Tank, Lester Water Treatment Plant, and Sierra Del Oro Tank. Hydraulically, the tank is part of Zone 1060 and provides operational storage and system flexibility. Border Tank is a rectangular reinforced concrete reservoir constructed in 1969. Tennis and pickleball courts are located on top of the tank. Public access to the courts is provided directly from the street, while all tank appurtenances, access hatches, and associated equipment are secured and fenced off from public access.

The courts are enclosed by a 10‑foot‑high metal fence to prevent unauthorized access to the tank facilities. Based on visual inspection, the site includes a hydropneumatic tank, above-ground piping, and electrical equipment. All the equipment appears to be freshly painted and in good condition.

Table 30
Reservoir Name Border Tank
Type Tank
Location 2525 Border Ave
Plan Identification As-Built W-121
Construction Date 1969
Service Zone Zone 1020
General Condition Notes Good Condition
Figure 66: Border Tank Pipelines and Hydropnumatic
Tank
Figure 67: Border Tank

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
60 Glen Ivy Tank (Inactive)
Glen Ivy Tank is located at 8965 Glen Ivy Road.

It is a welded steel tank constructed in 1977.

The tank is currently not in service and is
planned for demolition. It has a storage
capacity of 0.5 MG and a high water level of
1136 feet.

The facility is enclosed by a 10-foot metal
fence and is located north of an abandoned
mine. The tank is typically supplied by three
(3) groundwater wells, which are currently
inactive. Due to well inactivity, this tank is not
being utilized. However, it may be utilized in
the future. Based on visual inspection, the
tank and associated above-ground piping do
not show any signs of corrosion.

Table 31
Reservoir Name Glen Ivy Tank
Type Tank
Location 8965 Glen Ivy Rd
Plan Identification As-Built W-182, W183CC
Construction Date 1977
Service Zone Zone 1136
General Condition Notes Good Condition
Figure 68: Glen Ivy Tank

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
61 Sierra Del Oro Tank
The Sierra Del Oro Tank is located at
2940 Wilderness Circle. The tank has a
storage capacity of 4.0 MG and a high
water level of 1060 feet. It supplies
treated water from the Sierra Del Oro
Water Treatment Plant to Zone 1060.

The tank is a post‑tensioned concrete
tank constructed in 1987. The tank is
located north of the Sierra Del Oro Water
Treatment Plant and is partially
underground. Based on visual inspection
of the exposed portions of the tank, it
appears to be in good condition with no
observed signs of damage.

Table 32
Reservoir Name Sierra Del Oro Tank
Type Tank
Location 2940 Wilderness Circle
Plan Identification As-Built W-347
Construction Date 1987
Service Zone Zone 1060
General Condition Notes Good Condition
Yuma Tank
Yuma Tank is the City’s largest tank, with a storage capacity of 6.0 MG. It is located on a hill at 881 Corisca Drive. The tank has a high water level of 1020 ft and can receive water from Lester Tanks No. 1 and No. 2, as well as from the Cresta Verde Booster Station. This tank serves Zone 1020 through a 20-inch outlet pipeline. Yuma Tank is a post-tensioned circular concrete tank constructed in 1991.

Table 33
Reservoir Name Yuma Tank
Type Tank
Location 881 Corsica Dr
Plan Identification As-Built 89-063U
Construction Date 1991
Service Zone Zone 1020
General Condition Notes N/A
Figure 69: Sierra Del Oro Tank

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
62 Avenida Del Vista Tank
Avenida Del Vista Tank is a 1.6 MG tank
located at 2750 Raven Circle. The tank has a
high water level of 1220 ft and is supplied from
Zone 1020 and Border Booster Pump Station.

The tank serves the western side of Zone 1220
through a 16-inch diameter outlet pipe. The
tank was built in 1977 on a hill near a
residential community and is constructed out
of welded steel. The facility is enclosed by a
metal fence. The access ladder is fixed, does
not include a safety cage, and is secured with
a ladder guard. Based on visual inspection, the
tank appears to be in good condition with no
observed signs of corrosion.

Table 34
Reservoir Name Avenida Del Vista Tank
Type Tank
Location 2750 Raven Cir
Plan Identification As-Built W-142
Construction Date 1977
Service Zone Zone 1220
General Condition Notes Good Condition
Figure 70: Avenida Del Vista

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
63 Hayden Tank
Hayden Tank is a 1.6 MG tank located at 3590
Nelson Avenue. The tank has a high water level of
1220 feet and serves the eastern side of Zone
1220 through a 16-inch diameter outlet pipe.

Hayden Tank is a welded steel tank built in 1970 is
located within a residential area. The facility is
enclosed by a brick wall with metal fencing on top.

Based on visual inspection, the tank is in good
condition with no observed signs of corrosion.

Table 35
Reservoir Name Hayden Tank
Type Tank
Location 3590 Nelson Ave
Plan Identification As-Built W-118
Construction Date 1970
Service Zone Zone 1220
General Condition Notes Good Condition
Upper & Main
Upper & Main Tank is a 4.0 MG tank located at 101 West Upper Drive. The tank has a high water level of 1220 feet and is supplied by the Lester Zone 4 Booster Pump Station. It serves Zone 1220 through a 16- inch diameter outlet. The Upper and Main Tank was constructed in 2000 and is made from reinforced concrete.

Table 36
Reservoir Name Upper & Main Tank
Type Tank
Location 101 W Upper Dr
Plan Identification As-Built 92-01
Construction Date 2000
Service Zone Zone 1220
General Condition Notes Good Condition
Figure 71: Hayden Tank

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
64 Eagle Glen Tank
Eagle Glen tank is a 2.0 MG tank located at 1602
Fairway Drive. The tank has a high water level of 1380
feet and serves the eastern portion of Zone 1380
through a 16-inch diameter outlet pipeline. The tank is a welded steel tank constructed in 1999 on a hill at the edge of a residential community. The tank is equipped
with an access ladder without a safety cage and
includes an elevated ladder guard. The facility is
enclosed by a brick wall at the entrance and a metal
fence surrounding the remainder of the site. Based on
visual inspection, the tank appears to be in good
condition with no observed signs of damage.

Table 37
Reservoir Name Eagle Glen Tank
Type Tank
Location 1602 Fairway Dr
Plan Identification As-Built 98-061U
Construction Date 1999
Service Zone Zone 1380
General Condition Notes Good Condition
Gilbert Tank
Gilbert Tank is a 4.7 MG tank located at 4065 Gilbert Avenue. This tank has a high water level of 1380 feet.

It serves Zone 1380 through a 20-inch diameter outlet pipe. The tank is a post-tensioned concrete tank constructed in 1994 and is located at the end of a residential community. The facility is enclosed by a brick wall.

Table 38
Reservoir Name Gilbert Tank
Type Tank
Location 4065 Gilbert Ave
Plan Identification As-Built US91-03
Construction Date 1994
Service Zone Zone 1380
General Condition Notes N/A
Figure 72: Eagle Glen Tank

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
65 Jameson Tank
Jameson Tank is a 2.5 MG tank located at 4268
Jameson Drive. This post-tensioned concrete tank
was constructed in 2005 and has a high water level
of 1640 feet. The tank is supplied by the Payette
Booster Pump Station and serves all of Pressure
Zone 1640. The tank is partially built into the
ground and an access ladder is provided. The
facility is enclosed by a metal fence. Based on
visual inspection, the tank shows no signs of
damage and is in good condition.

Table 39
Reservoir Name Jameson Tank
Type Tank
Location 4268 Jameson Dr
Plan Identification As-Built 05-078U
Construction Date 2005
Service Zone Zone 1640
General Condition Notes Good Condition
Figure 73: Top of Jameson Tank

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
66 Keith Tank
Keith Tank is located at 3985 Nelson Street and has
a capacity of 2.5 MG. This reinforced concrete tank
was constructed in 2019 near a residential
community and serves Zone 1220. The facility is
enclosed by a steel bar fence. Keith Tank is the
newest tank within the City’s system and shows no
signs of damage. The tank and site appear to be in
good condition.

Table 40
Reservoir Name Keith Tank
Type Tank
Location 3985 Nelson St
Plan Identification As-Built 17-052U
Construction Date 2019
Service Zone Zone 1220
General Condition Notes Good Condition
Figure 74: Keith Tank

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
67 Section 6
Blended Water Tanks

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
68 Mangular Tank
Mangular Tank is a 2.0 MG storage tank located at
2208 Mangular Ave. This tank was constructed in
1978 and has a high water level of 905 feet. Water
is supplied by the Mangular Blending Cell and is
primarily sourced from the West Wells (Wells 11A,
12A, 14, 15, and 27). Mangular Tank serves Zone
905 and can provide boosted water to Zone 1220
and the Border tank under emergency conditions.

Based on visual inspection, the tank shows no signs
of damage and is in good condition.

Table 41
Reservoir Name Mangular Tank
Type Tank
Location 2208 Mangular Ave
Plan Identification As-Built W-184D
Construction Date 1978
Service Zone Zone 905
General Condition Notes Good Condition
Figure 75: Mangular Blending Tank

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
69 Garretson Tank
Garretson Tank has a storage capacity of 2.0
MG and a high water level of 905 ft. The tank
receives blended water from the Temescal
Desalter and the Temescal Desalter bypass.

The facility also functions as a pumping
forebay for the Garretson Booster Pump
Stations within the same site as the tank.

Garretson Tank is a reinforced concrete tank
constructed in 1978 and constructed below
grade. The facility is enclosed by a metal bar
fence. Based on visual inspection, the tank
shows no damage and appears in good
condition. However, because the tank is
located underground, a visual inspection can
only provide a limited analysis of the structure. The associated booster pump stations, discharge piping, MCC, communication equipment, and other appurtenances show no signs of corrosion and appear to be well maintained and in good condition.

Table 42
Reservoir Name Garretson Tank
Type Tank
Location 2209 E Garretson Ave
Plan Identification As-Built W-184B
Construction Date 1978
Service Zone Zone 905
General Condition Notes Good Condition
Figure 76: Garretson Blending Tank

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
70 Lester Tank #1
Lester Tank #1 is a 2.0 MG storage tank with a high water level of 1060 feet. The tank is a reinforced concrete structure constructed in 1978 near the Lester Water Treatment Plant. The tank receives water from the Lester Water Treatment Plant and blended well water to serve the eastern areas within Zone 1060. The facility is located near the intersection of Chase Drive and Rimpau Avenue. The tank is partially underground and next to the Lester #2 Tank and Lester Zone 4 and 5 Booster Pump Stations.

Table 43
Reservoir Name Lester #1 Tank
Type Tank
Location 2970 Rimpau Ave
Plan Identification As-Built W-184A
Construction Date 1978
Service Zone Zone 1060
General Condition Notes N/A
Lester Tank #2
The Lester #2 Tank is a 2.0 MG storage tank with a high water level of 1060 feet. The tank is a reinforced concrete structure constructed in 1995 near the Lester Water Treatment Plant. The tank receives water from the Lester Water Treatment Plant and blended well water to serve the eastern areas within Zone 1060. The facility is located near the intersection of Chase Drive and Rimpau Avenue. The tank is partially underground and next to the Lester #2 Tank and Lester Zone 4 and 5 Booster Pump Stations.

Table 44
Reservoir Name Lester #2 Tank
Type Tank
Location 2970 Rimpau Ave
Plan Identification N/A
Construction Date 1995
Service Zone Zone 1060
General Condition Notes N/A

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
71 Section 7
Booster Pump Stations

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
72 Green River Booster Pump Station (Standby)
The Green River Booster Pump, which is in standby, is located at 1400 Nicholas Place an. Suction is taken from Green River Tank (Zone 725). The pump station has one (1) horizontal pump driven by a 125 HP electric motor. The pump is mounted on a concrete pedestal and has a capacity of 850 gpm, discharging through a 5-inch diameter pipe into Zone 1060. Electrical control cabinets are mounted on small concrete slabs.

The suction and discharge piping do not show visible signs of deterioration and appear in good working conditions, with no signs of spalling or corrosion. The suction valves, fittings and discharge valves, flow meter, and fittings also appear to be in good working condition with no visible signs of deterioration. The booster pump station site is secured by a chain link fence that appears to be in good working order.

Figure 77: Green River Booster Pumps Figure 78: Green River Booster Pumps

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
73 Table 45
Pump Station Name Green River Booster Pump Station
Type Horizontal Split Case
Location 1400 Nicholas Pl
Plan Identification N/A
Construction Date 1989
Suction Service Zone Zone 725
Discharge Service Zone Zone 1060
Pump Information
Pump No. 1
Type of Pump Horizontal
Manufacturer Pentair
Model Aurora 421
Capacity (gpm) 850
Head (ft) 341
HP 125
RPM 1775
Voltage 230/460
Number of Phases 3
Discharge Diameter (in) 5
Impeller Size (in) N/A
No. of Stages 2
General Condition Notes In Good Condition

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
74 Cresta Verde Booster Pump Station
The Cresta Verde Booster Pump Station is located at 2005 Promenade Avenue. Suction is taken from Zone 905. The
pump station has four (4) vertical pumps fully sealed in canned housings and driven by 60 HP electric motors. Each pump has a capacity of 1,350 gpm and discharges through 8-inch diameter piping into Zone 1020 and Yuma Tank. The booster pump station is equipped with an emergency
generator for standby power.

A visual inspection of the pumps and associated discharge piping, valves, and fittings did not reveal visible signs of wear or corrosion. Housekeeping of the concrete floor
slab and walls appears adequate, and the interior of the station is tidy and well maintained.

Figure 81: Cresta Verde Pump Station (Pumps 1-4) Figure 80: Cresta Verde Pump Station Building Figure 79: Cresta Verde Emergency Generator

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
75 Table 46
Pump Station Name Cresta Verde Booster Pump Station
Type Vertical Turbine
Location 2005 Promenade Avenue
Plan Identification As-Built 86-02
Construction Date 1986
Suction Service Zone Zone 905
Discharge Service Zone Zone 1020
Pump Information
Pump No. 1 2 3 4-Fire
Type of Pump Vertical Vertical Vertical Vertical
Manufacturer Floway Floway Floway Floway
Model 12JKH 12JKH 12JKH 12JKH
Capacity (gpm) 1350 1350 1350 1350
Head (ft) 128 128 128 128
HP 60 60 60 60
RPM 1785 1785 1785 1785
Voltage 460 460 460 460
Number of Phases 3 3 3 3
Discharge Diameter (in) 8 8 8 8
Impeller Size (in) 8.62 8.62 8.62 8.62
No. of Stages 2 2 2 2
General Condition Notes Good Condition

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
76 Garretson Zone 3 Booster Pump Station
The Garretson Booster Pump Station is located at 2209 Garretson Avenue. The pump station has six (6) vertical turbine pumps fully sealed in canned housings and driven by 200 HP electric motors. Each pump has a capacity of 2,500 gpm, and discharges through 30-inch discharge piping into Zone 1060.

The pumps are mounted on concrete pedestals on a housekeeping concrete slab. Electrical control cabinets are mounted on the concrete slab within the fenced area. The site is enclosed by a guardrail fence.

Based on visual inspection, the pumps, discharge piping, valves, and fittings did not show signs of corrosion or concrete spalling and appear to be in good condition.

Figure 83: Garretson Zone 3 Booster Pump Station
(Pumps 1-6)
Figure 82: Garretson Zone 3 Electrical Equipment

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
77 Table 47
Pump Station Name Garretson Zone 3 Booster Pump Station Type Vertical Turbine
Location 2209 Garretson Avenue
Plan Identification N/A
Construction Date 2007
Suction Service Zone Zone 905
Discharge Service Zone Zone 1060
Pump Information
Pump No. 1 2 3 4 5 6
Type of Pump Vertical Vertical Vertical Vertical Vertical Vertical Manufacturer Goulds Goulds Goulds Goulds Goulds Goulds
Model 14RHMC 14RHMC 14RHMC 14RHMC 14RHMC 14RHMC
Capacity (gpm) 2500 2500 2500 2500 2500 2500
Head (ft) 229 229 229 229 190 229
HP 200 200 200 200 200 200
RPM 1785 1785 1785 1785 1785 1785
Voltage 460 460 460 460 460 460
Number of Phases 3 3 3 3 3 3
Discharge Diameter (in) 30 30 30 30 30 30
Impeller Size (in) 9.63 N9.63A 9.63 9.63 9.24 9.63
No. of Stages 3 3 3 3 3 3
General Condition Notes Good Condition

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
78 Serfas Club Booster Pump Station
The Serfas Club Drive Booster Pump Station is at 1290 Serfas Club Drive. Suction is taken from a 10-inch Zone 905 pipeline in Serfas Club Drive. The pump station is housed within a masonry block building and is equipped with one (1) vertical turbine pump fully sealed in a canned housing and driven by a 150 HP electric motor. One (1) spare can is reserved for future pump installation.

The pump has a capacity of 1,500 gpm and discharges through a 10-inch pipeline into Zone 1060. The pump is mounted on a concrete pedestal. Electrical control cabinets are mounted on a concrete pad within the building. The site is secured by a chain link fence. The booster pump station is not equipped with an emergency generator.

A visual inspection of the pump and associated discharge piping, valves, and fittings did not reveal signs of corrosion or concrete spalling and appear to be in good condition.

Figure 85: Serfas Club Booster Pump Building Figure 84: Serfas Club Electrical Equipment Figure 86: Serfas Club Booster Pump (Pumps 1&2)

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
79 Table 48
Pump Station Name Serfas Club Booster Pump Station
Type Vertical Turbine
Location 1290 Serfas Club Drive
Plan Identification US 87-376
Construction Date 1988
Suction Service Zone Zone 905 (Mangular Reservoir)
Discharge Service Zone Zone 1060 (Sierra Del Oro Reservoir) Pump Information
Pump No. 1 2
Type of Pump Vertical Vertical
Manufacturer Floway Floway
Model 14JKL 14JKL
Capacity (gpm) 1500 1500
Head (ft) 282 282
HP 150 150
RPM 1790 1790
Voltage 460 460
Number of Phases 3 3
Discharge Diameter (in) 10 10
Impeller Size (in) N/A N/A
No. of Stages 3 3
General Condition Notes Good Condition

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
80 Mangular Booster Pump Station
The Mangular Booster Pump Station is located at 2208 Mangular Avenue. Suction is taken from Mangular Tank (Zone 905). The pump station has two (2) vertical turbine pumps fully sealed in canned housings and driven by 150 HP electric motors that discharge into Zone 1060 (Zone 3) and three (3) vertical turbine pumps fully sealed in canned housings and driven by 150 HP electric motors that discharge into Zone 1220 (Zone 4). The Zone 3 pumps have a capacity of 2,500 gpm. The Zone 4 pumps have a capacity of 1,250 gpm.

Figure 87: Mangular Booster Pumps Figure 88: Magular Booster Pump Electrical Equipment

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
81 Table 49
Pump Station Name Mangular Booster Pump Station
Type Vertical Turbine
Location 2208 Mangular Ave
Plan Identification N/A
Construction Date N/A
Suction Service Zone Zone 905
Discharge Service Zone Zone 1060 or Zone 1220
Pump Information
Zone 3 3 4 4 4
Pump No. 1 2 1 2 3
Type of Pump Vertical Vertical Vertical Vertical Vertical Manufacturer Goulds Goulds Goulds Goulds Goulds
Model VIC-FLFM
14 RHMC

VIC-FLFM
14 RHMC

VIC-FLFM
12 CHC

VIC-FLFM
12 CHC

VIC-FLFM
12 CHC
Capacity (gpm) 2500 2500 1250 1250 1250
Head (ft) 190 190 366 366 366
HP 150 150 150 150 150
RPM 1770 1770 1770 1770 1770
Voltage 460 460 460 460 460
Number of Phases 3 3 3 3 3
Discharge Diameter (in) 12 12 12 12 12
Impeller Size (in) 8.94 8.94 8.25 8.25 8.25
No. of Stages 3 3 6 6 6
General Condition Notes Good condition

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
82 Garretson Zone #4 Booster Pump Station
The Garretson Zone #4 Booster Pump Station is located at 2209 Garretson Avenue. Suction is taken from Garretson Tank (Zone 905).

The pump station has three (3) vertical pumps driven by 200 HP electric motors. The pumps have a capacity of 1,250 gpm each and discharge to Zone 1220. The pumps are vertical turbine units installed in canned housings and mounted on concrete pedestals on an outdoor concrete site. The standby generator and electrical cabinets are also installed outdoors on the concrete site.

The discharge piping, valves, and fittings are in good working condition with no visible signs of corrosion.

The site is enclosed by a fence that appears in good condition with no visible signs of corrosion or deterioration.

Figure 89: Garretson Zone 4 Booster Pump (Pumps
1-3)
Figure 90: Garretson Zone 4 Booster Pump Electrical
Equipment

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
83 Table 50
Pump Station Name Garretson Zone 4 Booster Pump Station Type Vertical Turbine
Location 2209 Garretson Avenue
Plan Identification N/A
Construction Date 2007
Suction Service Zone Zone 905
Discharge Service Zone Zone 1220
Pump Information
Pump No. 1 2 3
Type of Pump Vertical Vertical Vertical
Manufacturer Goulds Goulds Goulds
Model 12CHC 12CHC 12CHC
Capacity (gpm) 1250 1250 1250
Head (ft) 392 392 392
HP 200 200 200
RPM 1785 1785 1785
Voltage 460 460 460
Number of Phases 3 3 3
Discharge Diameter (in) N/A N/A N/A
Impeller Size (in) 8.38 8.38 8.38
No. of Stages 6 6 6
General Condition Notes Good Condition

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
84 Morita Booster Pump Station
The Morita Booster Pump Station is located at 755 Morita Drive and takes suction from the Cresta Verde Tank. The pump station receives water from Zone 1020 and discharges to Zone 1235.

The pump station is equipped with three (3) vertical booster pumps. Two (2) pumps are rated at 500 gpm each and are driven by 50-hp electric motors, and one (1) pump is rated at 1,500 gpm and is driven by a 100-hp electric motor. The pumps are mounted on raised concrete pedestals and are housed within a masonry block building. Electrical control cabinets are mounted on concrete pads within the building.

A visual inspection of the booster pumps, discharge piping, valves, and fittings did not reveal visible signs of corrosion or concrete spalling.

Figure 92: Morita Booster Pump Station (Pumps 1-3)
and Electrical Equipment
Figure 91: Morita Booster Pump Building,
Hydropnumatic Tank and Emergency Generator

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
85 Table 51
Pump Station Name Morita Booster Pump Station
Type Hydro-Pneumatic
Location 755 Morita Dr
Plan Identification N/A
Construction Date 2005
Suction Service Zone Zone 1020
Discharge Service Zone Zone 1235
Pump Information
Pump No. 1 2 3-Fire
Type of Pump Vertical Vertical Vertical
Manufacturer Goulds Goulds Goulds
Model DWT DWT DWT
Capacity (gpm) 500 500 1500
Head (ft) 259 259 200
HP 50 50 100
RPM 1790 1790 1790
Voltage 460 460 460
Number of Phases 3 3 3
Discharge Diameter (in) 6 6 8
Impeller Size (in) N/A N/A N/A
No. of Stages 6 6 3
General Condition Notes Good Condition

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
86 Aquino Booster Pump Station
The Aquino Booster Pump Station is located at 1036 Aquino Circle. Suction is taken from Service Zone 1020.

The pump station is housed within a masonry block building, and the building appears to be in good condition. The station has two (2) horizontal pumps driven by 7.5 HP electric motors. Each pump has a capacity of 150 gpm and discharges through 3-inch diameter pipes into Service Zone 1130. The pumps are mounted on concrete pedestals. Electrical control cabinets are mounted on concrete pads within the building.

The site includes a 20 kW diesel-powered emergency generator and a hydropneumatic tank.

Based on visual inspection, the pumps, discharge piping, valves, and fittings generally appear to be in good condition with no widespread signs of corrosion or concrete spalling. However, the facility includes underground access to the discharge pipelines, and portions of the exposed piping and fittings in these areas show signs of corrosion.

Figure 95: Aquino's Underground Discharge Pipeline Figure 96: Aquino Booster Pump Station (Pumps 1&2) Figure 94: Aquino's Booster Pump Hydropnumatic Tank Figure 93: Aquino's Booster Pump Building

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
87 Table 52
Pump Station Name Aquino Booster Pump Station
Type Hydro-Pneumatic
Location 1036 Aquino Circle
Plan Identification US90-14
Construction Date 1990
Suction Service Zone Zone 1020
Discharge Service Zone Zone 1130
Pump Information
Pump No. 1 2
Type of Pump Horizontal Horizontal
Manufacturer Berkeley Berkeley
Model B1-1/2 TPM B1-1/2 TPM
Capacity (gpm) 150 150
Head (ft) 93 93
HP 7.5 7.5
RPM 3450 3450
Voltage 230 230
Number of Phases 1 1
Discharge Diameter (in) 3 3
Impeller Size (in) 6.563 6.563
No. of Stages 1 1
General Condition Notes Fair Condition

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
88 Border Booster Pump Station
The Border Avenue Pump Station is located at 2290 Border Avenue and takes suction from Zone 1060.

The pump station discharges to Zone 1220.

The pump station is housed within a masonry block building, and the building appears to be in good condition. The station has three (3) vertical turbine pumps. Pump 1 has a capacity of 350 gpm and discharges through a 4-inch diameter pipe. Pump 2 has a capacity of 1,200 gpm and Pump 3 has a capacity of 900 gpm. Pumps 2 and 3 discharge through 6-inch diameter pipes. The pumps are mounted on concrete pedestals. Electrical control cabinets are mounted on the concrete pads within the pump station. The facility is equipped with a 100 kW diesel-powered emergency generator manufactured by Onan.

Visual inspection of the pumps, discharge piping, valves, and fittings did not reveal signs of corrosion or concrete spalling.

Figure 99: Border Booster Pump Station (Pumps 1-3)
Figure 98: Border Booster Pump Station Building Figure 97: Border Booster Pump Station Emergency Generator

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
89 Table 53
Pump Station Name Border Avenue Booster Pump Station
Type Vertical Turbine
Location 2290 Border Avenue
Plan Identification W-132 (Modification)
Construction Date 1974 (Modification)
Suction Service Zone Zone 1060 (Border Reservoir)
Discharge Service Zone Zone 1220 (Avenida Del Vista Reservoir) Pump Information
Pump No. 1 2 3
Type of Pump Vertical Vertical Vertical
Manufacturer Legend Legend Legend
Model 10FKC 12MB 12RH-M
Capacity (gpm) 350 1200 900
Head (ft) 220 220 220
HP 30 100 75
RPM 1800 1770 1770
Voltage 460 460 460
Number of Phases 3 3 3
Discharge Diameter (in) 4 6 6
Impeller Size (in) 7.73 8-11/16
No. of Stages 4 4 2
General Condition Notes Good Condition

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
90 Chase Booster Pump Station
The Chase Drive Booster Pump Station is located
northeast of the Lester tanks at 1315 Chase Drive.

Suction is taken from Zone 1060. The pump station
is housed within a masonry block building that is in
good condition.

The pump station is equipped with four (4) vertical
pumps: three pumps driven by 60‑horsepower (HP)
electric motors and one pump driven by a 125‑HP
electric motor. Two of the 60‑HP pumps each have a
capacity of 800 gpm and discharge through
8‑inch‑diameter pipes into Zone 1220. A third 60‑HP
pump has a capacity of 900 gpm and also discharges
through an 8‑inch‑diameter pipe into Zone 1220.

The fourth pump has a capacity of 1,500 gpm.

Electrical control cabinets are located in an adjacent room within the pump station. These cabinets appear to be aging but show no visible signs of corrosion. Additional electrical cabinets are located in an area outside of the building where the discharge piping exits the building. The facility does not include an emergency generator. The entire site is enclosed by a masonry block wall.

Based on visual inspection, the pumps, discharge piping, valves, and fittings show no signs of corrosion.

However, portions of the concrete floor slab show evidence of surface deterioration. Overall, the facility appears to be well maintained and in generally good condition.

Figure 100: Chase Booster Pump Station (Pumps 1-4)
Figure 102: Chase Booster Pump Station Building Figure 101: Chase Booster Pump Electrical Equipment

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
91 Table 54
Pump Station Name Chase Drive Booster Pump Station
Type Vertical Turbine
Location 1315 Chase Drive
Plan Identification W-122 and US 87-368
Construction Date 1969 and 1987
Suction Service Zone Zone 1060 (Lester Reservoir)
Discharge Service Zone Zone 1220 (Hayden Reservoir)
Pump Information
Pump No. 1 2 3 4
Type of Pump Vertical Vertical Vertical Vertical
Manufacturer Peerless Peerless Tri-County Tri-County
Model 12LD 12LD 12M110-3 AM-14LO-3
Capacity (gpm) 800 800 900 1500
Head (ft) 236 235 185 250
HP 60 60 60 125
RPM 1775 1770 1800 1785
Voltage 460 460 230/460 460
Number of Phases 3 3 3 3
Discharge Diameter (in) 8 8 8 8
Impeller Size (in) N/A 9.44 x 8.63 9.44 x 8.63 N/A
No. of Stages 3 3 3 3
General Condition Notes Good Condition

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
92 Lester Zone 4 Booster Pump Station
The Lester Zone 4 Booster Pump Station is located at 2970 Rimpau Avenue, within the Lester Water Treatment Plant site. Suction is taken from the Lester Tanks #1 and #2 (Zone 1060).

The pump station is equipped with four (4) vertical pumps driven by 100 HP electric motors and one (1) empty can. The pumps each have a capacity of 1,600 gpm and discharge through 10-inch diameter pipes into the 28-inch Zone 1060 Feeder Pipeline in Chase Drive. The pumps are installed outdoors and located next to the electrical control cabinets. Emergency standby power is provided by a shared 800-kW dieselfueled generator designed by Kohler, which also serves the Lester Zone 5 Booster Pump Station.

A visual inspection of the pumps, discharge piping, valves and fittings did not reveal any sections with corrosion. Therefore, this facility appears to be well-maintained and in good condition.

Figure 104: Lester Zone 4 Booster Pump Electrical
Cabinets
Figure 103: Lester Zone 4 Booster Pump Station
(Pumps 1-4)

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
93 Table 55
Pump Station Name Lester Zone 4 Booster Pump Station
Type Submersible Pump
Location 2970 Rimpau Avenue
Plan Identification N/A
Construction Date 2004
Suction Service Zone 1060 (Lester Tank)
Discharge Service Zone 1220 (Upper & Main Street Tank)
Pump Information
Pump No. 1 2 3 4
Type of Pump Vertical Vertical Vertical Vertical
Manufacturer Gould Gould Flowserve Hitachi
Model 14RJMC 14RJMC ML-10-600-4 14RJMC-2
Capacity (gpm) 1600 1600 1600 1600
Head (ft) 180 180 180 180
HP 100 100 100 100
RPM 1800 1800 1750 1750
Voltage 460 460 480 460
Number of Phases 3 3 3 3
Discharge Diameter (in) 10 10 10 10
Impeller Size (in) 9.82 9.82 9.82 9.82
No. of Stages 2 2 2 2
General Condition Notes Good Condition

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
94 Montana Ranch Booster Pump Station
The Montana Ranch Pump Station is located at
2930 Wilderness Circle and is situated on the
same site as the Sierra Del Oro Water
Treatment Plant. The station takes suction from
the Sierra Del Oro Tank outlet pipeline (Zone
1060) and discharges to a local residential subzone within Zone 1220 Montana Ranch.

The pump station is housed in a masonry block
structure next to the entrance of the Sierra Del
Oro Water Treatment Plant. The pump station
is equipped with two (2) vertical pumps driven
by 25 HP electric motors, each with a capacity
of 375 gpm. Electrical control cabinets are
located within the structure and appear to be in
good condition
A hydropneumatic tank is located adjacent to the pump station structure. The facility is not equipped with a backup emergency generator.

A visual inspection of the pumps, discharge piping, valves, and fittings did not reveal any sections with corrosion. This pump station appears to be well-maintained and in good condition.

Figure 105: Montana Ranch Booster Pump Station
(Pumps 1-3)
Figure 107: Montana Ranch Booster Pump Building Figure 106: Montana Ranch Booster Pump Hydropnumatic Tank

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
95 Table 56
Pump Station Name Montana Ranch Booster Pump Station
Type Hydro-Pneumatic
Location 2930 Wilderness Circle
Plan Identification US 87-376
Construction Date 1987
Suction Service Zone Zone 1060
Discharge Service Zone Zone 1220
Pump Information
Pump No. 1 2
Type of Pump Vertical Vertical
Manufacturer Peerless Peerless
Model 9LA 9LA
Capacity (gpm) 375 375
Head (ft) 173 173
HP 25 25
RPM 1770 1770
Voltage 460 460
Number of Phases 3 3
Discharge Diameter (in) N/A N/A
Impeller Size (in) 6.56 6.56
No. of Stages 5 5
General Condition Notes Good Condition

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
96 Kraft Ranch Booster Pump Station
The Kraft Ranch Booster Pump Station is located at
San Ramon and Oakridge Drive. Suction is taken
from the Sierra Del Oro Tank outlet pipeline in Zone
1060. The pump station has two (2) vertical pumps
driven by 50 HP electric motors, each with a
capacity of 600 gpm, and one (1) fire pump driven
by a 125 HP motor with a capacity of 1,500 gpm. The
pumps discharge into a small local Zone 1315. The
pumps are housed within a masonry block structure
and the site is enclosed by a masonry block wall.

Electrical cabinets serving the pumps are located
within the pump house.

A hydropneumatic tank, emergency generator,
diesel fuel tank, and additional electrical cabinets are located outside the building but within the site.

A visual inspection of the booster pumps, discharge piping, valves and fittings did not reveal any signs of corrosion. Therefore, this facility appears to be well-maintained and in good condition.

Figure 110: Kraft Ranch Booster Pump Emergency
Generator
Figure 108: Kraft Ranch Booster Pump Station (Pumps
1-3)
Figure 109: Kraft Ranch Booster Pump Hydropnumatic
Tank

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
97 Table 57
Pump Station Name Kraft Ranch Booster Pump Station
Type Vertical Turbine
Location San Ramon and Oakridge Drive
Plan Identification 01-005U
Construction Date 2003
Suction Service Zone Zone 1060 (Sierra Del Oro Tank)
Discharge Service Zone Zone 1315
Pump Information
Pump No. 1 2 3-Fire
Type of Pump Vertical Vertical Vertical
Manufacturer Peerless Peerless Peerless
Model 10MA 10MA N/A
Capacity (gpm) 600 600 1500
Head (ft) 260 260 240
HP 50 50 125
RPM 1780 1780 1785
Voltage 230/460 230/460 460
Number of Phases 3 3 3
Discharge Diameter (in) N/A N/A N/A
Impeller Size (in) N/A N/A N/A
No. of Stages N/A N/A N/A
General Condition Notes Good Condition

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
98 Lester Zone 5 Booster Pump Station
The Lester Zone 5 Booster Pump Station is located at 2970 Rimpau Avenue. Suction is taken from Lester Tanks 1 and 2 (Zone 1060). The pump station is equipped with five (5) vertical turbine pumps driven by 200 HP electric motors, along with one (1) empty can reserved for future pump installation. Each pump has a capacity of 1,365 gpm and discharges through a 10-inch diameter pipe into the Zone 1380 transmission pipeline in Rimpau Avenue. The pumps are mounted on concrete pedestals and housed within a masonry block structure. Electrical control cabinets are located within the building.

Emergency standby power is provided by an 800-kW diesel-fueled generator designed by Kohler with an exterior 1,000-gallon diesel fuel tank. Surge protection is provided via a dedicated surge tank located at the site.

A visual inspection of the pumps, discharge piping, valves, and fittings did not reveal any signs of corrosion.

The facility appears to be well maintained and in good condition.

Figure 113: Lester Zone 5 Booster
Pump Hydropnumatic Tank
Figure 112: Lester Zone 5 Booster
Pump Station (Pumps 1-5)
Figure 111: Lester Zone 5 Booster Pump Building

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
99 Table 58
Pump Station Name Lester Zone 5 Booster Pump Station
Type Vertical Turbine
Location 2970 Rimpau Avenue
Plan Identification US 91-01
Construction Date 1995
Suction Service Zone Zone 1060 (Lester Tank)
Discharge Service Zone Zone 1380 (Gilbert Tank)
Pump Information
Pump No. 1 2 3 4 5
Type of Pump Vertical Vertical Vertical Vertical Vertical Manufacturer Peerless Peerless Peerless Peerless Peerless Model 14LD 14LD 14LD 14LD 14LD
Capacity (gpm) 1365 1365 1365 1365 1365
Head (ft) 354 354 354 354 354
HP 200 200 200 200 200
RPM 1786 1786 1785 1786 1785
Voltage 480 480 460 480 460
Number of Phases 3 3 3 3 3
Discharge Diameter (in) 10 10 10 10 10
Impeller Size (in) 9.34 x 10.27 9.34 x 10.27 9.34 x10.27 9.34 x10.27 9.34 x10.27 No. of Stages 4 4 4 4 4
General Condition Notes Good Condition

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
100
Eagle Glen Zone 5 Booster Pump Station
The Eagle Glen Zone 5 Booster Pump
Station is located at 4255 Eagle Glen
Parkway. Suction is taken from Service
Zone 1060. The pump station is
equipped with two (2) horizontal
pumps driven by 60 HP electric motors.

Each pump has a capacity of 800 gpm
and discharges through an 8-inch
diameter pipes into Zone 1380 along
Eagle Glen Parkway.

The pumps are mounted on concrete
pedestals and housed within a
concrete pump station structure.

Electrical control cabinets serving the
pumps are located within the pump
house. The site is enclosed by a metal
bar fence.

A visual inspection of the pumps, discharge piping, valves, and fittings did not reveal visible signs of corrosion. Overall, the facility appears to be well maintained and in good condition.

Figure 114: Eagle Glen Zone 5 Booster Pump Station (Pump 1) Figure 115: Eagle Glen Zone 5 Booster Pump Building and Emergency Generator

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
101
Table 59
Pump Station Name Eagle Glen Zone 5 Booster Pump Station Type Horizontal Pump
Location 4255 Eagle Glen Pkwy
Plan Identification
Construction Date 1992
Suction Service Zone Zone 1060 (Hayden Tank)
Discharge Service Zone Zone 1380 (Eagle Glen Tank)
Pump Information
Pump No. 1 2
Type of Pump Horizontal Horizontal
Manufacturer Peerless Peerless
Model 5AE14G 5AE14G
Capacity (gpm) 800 800
Head (ft) 190 190
HP 60 60
RPM 1775 1775
Voltage 230/460 230/460
Number of Phases 3 3
Discharge Diameter (in) 8 8
Impeller Size (in) 13.5 13.5
No. of Stages 1 1
General Condition Notes Good Condition

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
102
Harlan Hills Booster Pump Station
The Harlan Hills Pump Station is located at Bonnieview Circle and Lindsey Circle. Suction is taken from Service Zone 1220. The pump station is equipped with two (2) vertical pumps driven by 10 HP electric motors and one (1) fire pump driven by a 75 HP electric motor. The two vertical pumps have capacities of 230 gpm and discharge through 4-inch diameter pipes into Zone 1380. The fire pump has a capacity of 1,500 gpm and discharges through an 8-inch diameter pipe to the service area.

The pumps and associated electrical equipment are housed within a masonry block structure, and the site is enclosed by a masonry block wall. The facility is equipped with an emergency generator.

A visual inspection of the pumps, discharge piping, valves, and fittings did not reveal visible signs of corrosion. Overall, the facility appears to be well maintained and in good condition.

Figure 117:Harlan Hills Booster Pump Station
(Pumps 1-3)
Figure 116: Harlan Hills Booster Pump Station Building

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
103
Table 60
Pump Station Name Harlan Hills Booster Pump Station
Type Vertical Turbine
Location Bonnieview Circle & Lindsey Circle
Plan Identification
Construction Date 2000
Suction Service Zone Zone 1220
Discharge Service Zone Zone 1380
Pump Information
Pump No. 1 2 3 - Fire
Type of Pump Vertical Vertical Vertical
Manufacturer Gould Gould Gould
Model DWT DWT DWT
Capacity (gpm) 230 230 1500
Head (ft) 90 90 130
HP 10 10 75
RPM 1760 1760 1780
Voltage 460 460 460
Number of Phases 3 3 3
Discharge Diameter (in) 4 4 8
Impeller Size (in) 6.94 7.94 9.25
No. of Stages 2 2 2
General Condition Notes Good Condition

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
104
Mabey Canyon Booster Pump Station
The Mabey Canyon Booster Pump Station is located at 2643 Border Avenue. This pump station is a backup station and is to be abandoned. It takes suction from Zone 1220 and
discharges to Zone 1310.

The pump station has two (2) vertical pumps driven by 50 HP electric motors, one horizontal diesel fire pump driven by a 90 HP motor, and a hydro-pneumatic tank. Two of the pumps each have a capacity of 1,250 gpm and discharge through 6- inch diameter pipes. The fire pump has a capacity of 1,500 gpm. The pumps and electrical equipment are housed in a masonry block structure.

A visual inspection of the pumps, discharge piping, valves, and fittings did not reveal any signs of corrosion. This facility appears to be well-maintained and in good condition.

Figure 119: Mabey Canyon Booster Pump Station
Building
Figure 118: Mabey Canyon Booster Pump
Station (Pumps 1&2)
Figure 120: Mabey Canyon Booster Pump
Hydropnumatic Tank

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
105
Table 61
Pump Station Name Mabey Canyon Booster Pump Station
Type Hydro-Pneumatic
Location 2643 Border Avenue
Plan Identification W-205 and 97-029U
Construction Date 1978 and 1997
Suction Service Zone Zone 1220
Discharge Service Zone Zone 1310
Pump Information
Pump No. 1 2 3 - Fire
Type of Pump Vertical Vertical Horizontal-Diesel
Manufacturer Brithinee Brithinee Fairbanks Morse
Model BF-54A BF-54A 2822A
Capacity (gpm) 1250 1250 1500
Head (ft) 125 125 144
HP 50 50 90
RPM 1765 1765 1770
Voltage 230/460 230/460 N/A
Number of Phases 3 3 3
Discharge Diameter (in) 6 6 6
Impeller Size (in) 8.6875 8.6875 11.4
No. of Stages 2 2 1
General Condition Notes Good Condition

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
106
Eagle Glen Zone 6 Booster Pump Station
The Eagle Glen Zone 6 Booster Pump Station
is located at 1602 Fairway Drive. Suction is
taken from Zone 1380. The facility is located
adjacent to the Eagle Glen Tank and is housed
within a concrete structure.

The pump station is equipped with three (3)
vertical pumps, each driven by a 25 HP
electric motor, and one (1) emergency fire
pump driven by a 150 HP motor. Two of the
pumps have a capacity of 230 gpm each and
discharge through 6-inch diameter pipes into
Zone 1640. One of the pumps has a capacity
of 236 gpm and also discharges through a 6-
inch diameter pipe into Zone 1640. The
horizontal fire pump has a capacity of 1,500 gpm and discharges through an 8-inch pipe.

The pumps are mounted on concrete pedestals, and electrical control cabinets serving the pumps are located within the pump house. The facility is equipped with a 300-kW diesel-powered emergency generator outside the structure.

A visual inspection of the pumps, discharge piping, valves, and fittings did not reveal visible signs of corrosion. Therefore, this facility appears to be well-maintained and in good condition.

Figure 121: Eagle Glen Zone 6 Booster Pump Station (Pumps 1-4)
Figure 123: Eagle Glen Zone 6 Booster Pump Building Figure 122: Eagle Glen Zone 6 Booster Pump Electrical Equipment

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
107
Table 62
Pump Station Name Eagle Glen Zone 6 Booster Pump Station Type Vertical Turbine
Location 1602 Fairway Drive
Plan Identification 99-019U
Construction Date 1999
Suction Service Zone Zone 1380 (Eagle Glen Reservoir)
Discharge Service Zone Zone 1640
Pump Information
Pump No. 1 2 3 4 - Fire
Type of Pump Vertical Vertical Vertical Horizontal
Manufacturer Simflo Goulds Simflo Peerless
Model SC10 7WAHC SC10C 6AE16
Capacity (gpm) 230 236 230 1500
Head (ft) 270 300 270 266
HP 25 25 25 150
RPM 1770 1770 1770 1780
Voltage 460 460 460 460
Number of Phases 3 3 3 3
Discharge Diameter (in) 6 6 6 8
Impeller Size (in) N/A 6.69 N/A 16.188
No. of Stages 5 7 5 1
General Condition Notes Good Condition

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
108
Payette Booster Pump Station
The Payette Booster Pump Station is located at 881 Payette Drive. Suction is taken from the 16-inch Zone 1380 pipeline.

The pump station has four (4) vertical pumps driven by 75 HP electric motors. Each pump has a capacity of 750 gpm and discharges through an 8-inch diameter pipe into the 16-inch Zone 1640 pipeline and Jameson Tank.

The pumps and associated electrical equipment are housed within a masonry block structure. Electrical control cabinets serving the pumps are located within the structure.

A 300 kW diesel-powered emergency generator is located outside the structure, and the site is secured by a metal bar fence.

A visual inspection of the pumps, discharge piping, valves, and fittings did not reveal any signs of corrosion.

Therefore, this facility appears to be well-maintained and in good condition.

Figure 126: Payette Booster Pump Station (Pumps 1-4)
Figure 124: Payette Booster Pump Station Electrical Figure 125: Payette Booster Pump Station Building Equipment

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
109
Table 63
Pump Station Name Payette Booster Pump Station
Type Hydro-Pneumatic
Location 881 Payette Drive
Plan Identification 99-074U
Construction Date 2002
Suction Service Zone Zone 1380 (Gilbert Tank)
Discharge Service Zone Zone 1640 (Hydro-Pneumatic)
Pump Information
Pump No. 1 2 3 4
Type of Pump Vertical Vertical Vertical Vertical
Manufacturer Peerless Peerless Peerless Peerless
Model 12LD 12LD 12LD 12LD
Capacity (gpm) 750 750 750 750
Head (ft) 273 273 273 273
HP 75 75 75 75
RPM 1780 1780 1780 1780
Voltage 460 460 460 460
Number of Phases 3 3 3 3
Discharge Diameter (in) 8 8 8 8
Impeller Size (in) 9.56 x 8.76 9.56 x 8.76 9.56 x 8.76 9.56 x 8.76 No. of Stages 4 4 4 4
General Condition Notes Good Condition

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
110
Sierra Bella Booster Pump Station
Sierra Bella Pump Station is located at 2690 Hidden Hills Way West. Suction is taken from Lester Tanks 1 and 2 (Zone 1060).

The pump station has two (2) vertical pumps driven by 200 HP electric motors. The pumps have a capacity of 1,500 gpm each and discharge to Eagle Glen Tank (Zone 1380). The pumps and associated electrical equipment are housed within a masonry block building. The pumps are mounted on concrete pedestals, and electrical control cabinets are located within the pump house.

The site is enclosed by a metal bar fence and includes a 1,500-gallon diesel fuel tank as an emergency generator located outside the building.

A visual inspection of the pumps, discharge piping, valves, and fittings did not reveal any signs of corrosion.

Therefore, this facility appears to be well-maintained and in good condition.

Figure 129: Sierra Bella Booster Pump Station Building
Figure 128: Sierra Bella Booster Pump Station
Emergency Generator
Figure 127: Sierra Bella Booster Pump Station Booster
Pumps (Pumps 1&2)

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
111
Table 64
Pump Station Name Sierra Bella Booster Pump Station
Type Vertical Turbine
Location 2690 Hidden Hills Way West
Plan Identification N/A
Construction Date 2017
Suction Service Zone Zone 1060 (Lester Tank)
Discharge Service Zone Zone 1380 (Eagle Glen)
Pump Information
Pump No. 1 2
Type of Pump Vertical Vertical
Manufacturer Goulds Goulds
Model 14RJLC-5 14RJLC-5
Capacity (gpm) 1500 1500
Head (ft) 338 338
HP 200 200
RPM 1785 1785
Voltage 460 460
Number of Phases 3 3
Discharge Diameter (in) N/A N/A
Impeller Size (in) 9.25 9.25
No. of Stages N/A N/A
General Condition Notes Good Condition

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
112
Section 8
Pressure Reducing Stations

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
113
North Smith PRS
This PRS is located near the intersection of Railroad Street and North Smith Street at an elevation of 57 feet. Its outlet is connected to Zone 780. The Station was constructed in 2003. The pressure inlet is approximately 130 psi, and the outlet pressure is set to 80, 72, and 100 psi using 4-inch, 8-inch, and 4-inch valves, respectively. The station is supported by several steel supports anchored to a concrete footing.

Based on a visual inspection, the station appears to be freshly painted, with its air release valve, fittings, supports, and other apparatuses in good condition with no signs of corrosion.

Table 65
PRS North Smith
Type PRS
Location N Smith St. & Railroad St.

Construction Date 2003
Suction Service Zone Zone 905
Discharge Service Zone Zone 780
General Condition Notes Good Condition
Figure 130: North Smith PRS

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
114
Kalus PRS
This PRS is located near the intersection of River Road and Kalus Avenue at an elevation of 589 feet. Its outlet is connected to Zone 780. The station was constructed in 2003. The pressure inlet is approximately 128 psi, and the outlet pressure is set to 78, 70, and 90 psi using 4-inch, 8-inch, and 4-inch valves, respectively. The station is supported by two steel supports on a concrete footing, with two bollards surrounding the station. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 66
PRS Kalus
Type PRS
Location River Rd., Btw Samar Ct. & Kalus Ave.

Construction Date 2003
Suction Service Zone Zone 905
Discharge Service Zone Zone 780
General Condition Notes Good Condition
Figure 131: Kalus PRS

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
115
Alcoa PRS
Alcoa PRS is located at West Rincon Street and Alcoa Circle at an elevation of 574 feet. Its outlet is connected to Zone 780. The station was constructed in 2011. The pressure inlet ranges from approximately 135 to 140 psi. The outlet pressure is set to 82, 72, and 92 psi using 4-inch, 8-inch, and 4- inch valves. The station is supported by steel supports anchored to a concrete foundation. Bollards are also embedded in the same concrete section and are located between the station and the street. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 67
PRS Aloca
Type PRS
Location W Rincon St. & Alcoa Ci.

Construction Date 2011
Suction Service Zone Zone 905
Discharge Service Zone Zone 780
General Condition Notes Good Condition
Figure 132: Alcoa PRS

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
116
Harrington PRS
This PRS is located at Harrington Street and Windstream Street at an elevation of 574 feet. The PRS outlet is connected to Zone 780. The station was constructed in 2001. The pressure inlet is 130 psi, and the outlet pressure is set to 82 psi (ranging from 82 to 88 psi), 72 psi (ranging from 72 to 88 psi), and 90 psi by use of 4-inch, 8-inch, and 4-inch valves, respectively. The station is supported by two steel supports on the concrete sidewalk and is next to a fire hydrant. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 68
PRS Huntington
Type PRS
Location Harrington St & Windstream St
Construction Date 2001
Suction Service Zone Zone 905
Discharge Service Zone Zone 780
General Condition Notes Good Condition
Figure 133: Harrington PRS

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
117
Dominguez Ranch PRS
This PRS is located in the southwest corner of Green River Road and Dominguez Street intersection at an elevation of 515 feet. The station was constructed in 2003. The PRS outlet is connected to Zone 725. The pressure inlet is 160 psi, and the outlet pressure is set to 90 psi by the 4-inch valve. The other two valves, 8-inch and 4-inch, have unknown pressure settings. The station is supported by three steel supports on the concrete footing. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 69
PRS Dominguez Ranch
Type PRS
Location SW of Dominguez and Green River
Construction Date 2003
Suction Service Zone Zone 905
Discharge Service Zone Zone 725
General Condition Notes Good Condition
Figure 134: Dominguez Ranch PRS

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
118
Auto Center Drive PRS
Auto Center Drive PRS is located at Railroad Street and Auto Center Drive at an elevation of 576 feet. Its outlet is connected to Zone 820. The station was constructed in 2003. The pressure inlet is 135 psi, and the outlet pressure is set to 88 psi, 80 psi, and 100 psi by use of 4-inch, 8-inch, and 4-inch valves, respectively. The station is supported by two steel supports on the concrete sidewalk, with five bollards located between the station and the street. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 70
PRS Auto Center Dr
Type PRS
Location Railroad St. & Auto Center Dr
Construction Date 2003
Suction Service Zone Zone 905
Discharge Service Zone Zone 820
General Condition Notes Good Condition
Figure 135: Auto Center Dr PRS

City of Corona Appendix G – City of Corona’s Utility Inventory Potable Water Master Plan
119
Yorba PRS
The Yorba PRS is located at 125 Klug Circle, next to the railroad, at an elevation of 595 feet. Its outlet is connected to Zone 820. The station was constructed in 2002. The pressure inlet is 130 psi, and the outlet pressure is set to 75 psi, 68 psi, and 98 psi by use of 4-inch, 8-inch, and 4-inch valves, respectively. The station is supported by two steel supports on the concrete footing and has four bollards surrounding the station. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 71
PRS Yorba
Type PRS
Location 125 Klug Ci, Railroad St. & Klug Ci.

Construction Date 2002
Suction Service Zone Zone 905
Discharge Service Zone Zone 820
General Condition Notes Good Condition
Figure 136: Yorba PRS

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South Smith PRS
The South Smith PRS is located near the intersection of Railroad St and North Smith Street, just north of the railroad tracks, at an elevation of 575 feet. The station was constructed in 2003. Its outlet is connected to Zone 820. The pressure inlet is approximately 130 psi, and the outlet pressure is set to 80, 72, and 100 psi using 4-inch, 8-inch, and 4-inch valves, respectively. The station is supported by steel supports on a concrete footing, with three bollards surrounding the station. Based on a visual inspection, the station appears to be freshly painted, with its air release valve, fittings, supports, and other apparatuses in good condition with no signs of corrosion.

Table 72
PRS South Smith
Type PRS
Location N Smith Ave, Btw Railroad St & W Maple St.

Construction Date 2003
Suction Service Zone Zone 905
Discharge Service Zone Zone 820
General Condition Notes Good Condition
Figure 137: South Smith PRS

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Avenida Del Vista PRS
The Avenida Del Vista (ADV) PRS is located at Avenida Del Vista and Via Del Rio at an elevation of 755 feet.

Its outlet is connected to Zone 905. The pressure inlet is 125 psi, and the outlet pressure is set to 50 psi and 56 psi using 6-inch and 4-inch valves, respectively. The station is supported by two steel supports on the concrete sidewalk. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 73
PRS Avenida Del Vista
Type PRS
Location Avenida Del Vista & Via Del Rio
Construction Date 2011
Suction Service Zone Zone 1060
Discharge Service Zone Zone 905
General Condition Notes Good Condition
Figure 138: Avenida Del Vista PRS

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Mount Serenata PRS
Mount Serenata PRS is located near the intersection of Dominguez Ranch Road and Mount Serenata Circle at an elevation of 754 feet. The station was constructed in 2003. Its outlet is connected to Zone 905. The pressure inlet is approximately 140 psi, and the outlet pressure is set to 56, 48, and 76 psi using 4-inch, 8- inch, and 4-inch valves, respectively. The station is close to the ground and is supported by two steel supports on a concrete footing. Based on a visual inspection, the station’s air release valve, fittings, supports and other apparatuses are in good condition with no signs or corrosion.

Table 74
PRS Mount Serenata
Type PRS
Location Dominguez Ranch Rd. & Mount Serenata Ci.

Construction Date 2003
Suction Service Zone Zone 1060
Discharge Service Zone Zone 905
General Condition Notes Good Condition
Figure 139: Mount Serenata PRS

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Green River PRS
The Green River PRS is located near the intersection of Green River Road and Kraemer Drive at an elevation of 760 feet. The station was constructed in 1987. Its outlet is connected to Zone 905. The pressure inlet is approximately 127 psi, and the outlet pressure is set to 56, 48, and 70 psi using 4-inch, 8- inch, and 4-inch valves, respectively. The station is supported by two steel supports on a concrete footing.

Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 75
PRS Green River
Type PRS
Location Green River Rd. & Kraemer Dr.

Construction Date 1987
Suction Service Zone Zone 1060
Discharge Service Zone Zone 905
General Condition Notes Good Condition
Figure 140: Green River PRS

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Ridgeline PRS
The Ridgeline PRS is located on Ridgeline Drive, between Bayberry Drive and Silkwood Drive, at an elevation of 760 feet. The station was constructed in 2003. Its outlet is connected to Zone 905. The pressure inlet is approximately 130 psi, and the outlet pressure is set to 58, 50, and 70 psi using 4-inch, 8- inch, and 4-inch valves, respectively. The station is supported by three steel supports on a concrete footing. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 76
PRS Ridgeline
Type PRS
Location Ridgeline Dr, Btw Bayberry Dr. & Silkwood Dr.

Construction Date 2003
Suction Service Zone Zone 1060
Discharge Service Zone Zone 905
General Condition Notes Good Condition
Figure 141: Ridgeline PRS

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San Ponte PRS
The San Ponte PRS is located on San Almada Road and San Ponte Road, at an elevation of 764 feet. The station was constructed in 2005. Its outlet is connected to Zone 905. The outlet pressure is set to 45, 40, and 57 psi using 4-inch, 8-inch, and 4-inch valves. The pressure inlet is approximately 130 and 140 psi on the 4-inch and 8-inch valves. The station is covered by a metal frame that helps support the structure.

Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 77
PRS San Ponte
Type PRS
Location San Almada Rd. & San Ponte Rd.

Construction Date 2005
Suction Service Zone Zone 1060
Discharge Service Zone Zone 905
General Condition Notes Good Condition
Figure 142: San Ponte PRS

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Village Loop PRS
The Village Loop PRS is located near the intersection of Hidden Valley Parkway & Village Loop Drive at an elevation of 761 feet. The station was constructed in 2011. Its outlet is connected to Zone 905. The pressure inlet is approximately 109 psi, and the outlet pressure is set to 57, 50, and 65 psi using 4-inch, 8- inch, and 4-inch valves, respectively. The station is supported by steel supports on a concrete sidewalk.

Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 78
PRS Village Loop
Type PRS
Location Hidden Valley Py. & Village Loop Dr.

Construction Date 2011
Suction Service Zone Zone 1020
Discharge Service Zone Zone 905
General Condition Notes Good Condition
Figure 143: Village Loop PRS

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Hummingbird PRS
The Hummingbird PRS is located near the intersection of Ontario Avenue and Paseo Grande at an elevation of 776 feet. Its outlet is connected to Zone 960. The pressure inlet is approximately 110 psi, and the outlet pressure is set to 85, 85, and 150 psi using 4-inch, 8-inch, and 4-inch valves, respectively. Several steel supports on a concrete footing support the station. The station has four bollards that separate the station from the sidewalk. The station contains a small drain to the side for overflow and is next to electrical utilities. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 79
PRS Hummingbird
Type PRS
Location Ontario Ave & Paseo Grande
Construction Date 2013
Suction Service Zone Zone 1060
Discharge Service Zone Zone 960
General Condition Notes Good Condition
Figure 144: Hummingbird PRS

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Arcadia PRS
The Arcadia PRS is located in an underground vault near the intersection of Arcadia Street and Jolora Avenue at an elevation of 892 feet. Its outlet is connected to Zone 1045. The pressure inlet is approximately 105 psi, and the outlet pressure is set to 60 and 60 psi using 1-inch and 2-inch valves, respectively. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion. However, the vault has no underground walls. The City plans to eliminate Zone 1045 and remove the Arcadia PRS from service.

Table 80
PRS Arcadia
Type PRS
Location Arcadia St. & Jolora Ave.

Construction Date 2014
Suction Service Zone Zone 1220
Discharge Service Zone Zone 1045
General Condition Notes Good Condition
Figure 145: Arcadia PRS

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West Temescal Canyon PRS
The Temescal Canyon PRS is located near the intersection of Temescal Canyon Road and Dos Lagos Drive at an elevation of 862 feet. The PRS was constructed in 2005, and the outlet is connected to Zone 1136.

The pressure inlet is approximately 120 psi, and the outlet pressure is set to 135, 110, and 140 psi using 6-inch, 12-inch, and 6-inch valves, respectively. The station is supported by four steel supports mounted to a concrete footing. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 81
PRS West Temescal Canyon
Type PRS
Location Temescal Canyon Rd. & Dos Lagos Dr.

Construction Date 2005
Suction Service Zone Zone 1220
Discharge Service Zone Zone 1136
General Condition Notes Good Condition
Figure 146: West Temescal Canyon

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Freedom PRS
The Freedom PRS is located near the intersection of Freedom Drive and Orchard Lane at an elevation of 930 feet. The PRS was constructed in 2011, and the outlet is connected to Zone 1060. The pressure inlet is approximately 124 psi, and the outlet pressure is set to 60, 52, and 75 psi using 4-inch, 8-inch, and 4- inch valves, respectively. The station is supported by two steel supports mounted to a concrete footing.

The PRS is protected by a masonry block wall on three sides, a metal bar fence, and a gate facing the sidewalk. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs or corrosion Table 82
PRS Freedom
Type PRS
Location Freedom Dr. & Orchard Ln
Construction Date 2011
Suction Service Zone Zone 1220
Discharge Service Zone Zone 1060
General Condition Notes Good Condition
Figure 147: Freedom PRS

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El Cerrito PRS
The El Cerrito PRS is located in an underground vault near the intersection of El Cerrito Road and the southbound I-15 on-ramp at an elevation of 954 feet. The PRS was constructed in 2001, and the outlet is connected to Zone 1060. The pressure inlet is approximately 115 psi, and the outlet pressure is set to 63, 56, and 77 psi using 4-inch, 8-inch, and 4-inch valves, respectively.

Table 83
PRS El Cerrito
Type PRS
Location El Cerrito Rd. & Interstate 15
Construction Date 2001
Suction Service Zone Zone 1220
Discharge Service Zone N/A
General Condition Notes Good Condition
Figure 148: El Cerrito PRS

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Liberty PRS
The Liberty PRS is located near the intersection of Liberty Avenue and Washington Street at an elevation of 956 feet. The PRS was constructed in 2003, and the outlet is connected to Zone 1060. The pressure inlet is approximately 120 psi, and the outlet pressure is set to 75, 67, and 90 psi using 4-inch, 8-inch, and 6-inch valves, respectively.

Table 84
PRS Liberty
Type PRS
Location Liberty Ave. & Washington St.

Construction Date 2003
Suction Service Zone Zone 1220
Discharge Service Zone N/A
General Condition Notes Good Condition
Cajalco PRS
The Cajalco PRS is located near the intersection of Temescal Canyon Road and Cajalco Road at an elevation of 816 feet. The PRS was constructed in 2011, and the outlet is connected to Zone 1136. The pressure inlet is approximately 181 psi, and the outlet pressure is set to 76, 90, and 125 psi using 3-inch, 10-inch, and 4-inch valves, respectively. The station is supported by four steel supports mounted to a concrete footing. A metal bar fence surrounds the PRS. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs or corrosion Table 85
PRS Cajalco
Type PRS
Location Temescal Canyon Rd. & Cajalco Rd
Construction Date 2011
Suction Service Zone Zone 1220
Discharge Service Zone Zone 1136
General Condition Notes Good Condition
Figure 149: Cajalco PRS

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East Temescal Canyon PRS
The East Temescal Canyon PRS is located near the intersection of Temescal Canyon Road and Dos Lagos Drive at an elevation of 860 feet. The PRS was constructed in 2005, and the outlet is connected to Zone 1136. The pressure inlet is approximately 154 psi, and the outlet pressure is set to 118, 118, and 128 psi using 6-inch, 12-inch, and 6-inch valves, respectively. The station is supported by four steel supports mounted to a concrete footing. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs or corrosion Table 86
PRS East Temescal Canyon
Type PRS
Location Temescal Canyon Rd. & Dos Lagos Dr.

Construction Date 2005
Suction Service Zone Zone 1220
Discharge Service Zone Zone 1136
General Condition Notes Good Condition
Figure 150: East Temescal Canyon

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Eagle Glen PRS
The Eagle Glen PRS is located within the Eagle Glen Pump Station at 4255 Eagle Glen Parkway at an elevation of 1132 feet. The PRS was constructed in 1999, and the outlet is connected to Zone 1136. The pressure inlet is approximately 30 psi using 4-inch, 8-inch, and 5-inch valves. A concrete pedestal and two steel supports on concrete pedestals support the station. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs or corrosion.

Table 87
PRS Eagle Glen
Type PRS
Location 4255 Eagle Glen Parkway
Construction Date 1999
Suction Service Zone Zone 1380
Discharge Service Zone Zone 1220
General Condition Notes Good Condition
Figure 151: Eagle Glen PRS

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Mountain Gate PRS
The Mountain Gate PRS is located at the intersection of Mountain Gate Drive and Upper Drive at an elevation of 1135 feet. The PRS was constructed in 2011, and the outlet is connected to Zone 1220. The pressure inlet is approximately 95 psi, and the outlet pressure is set to 35, 30, and 45 psi using 4-inch, 8- inch, and 4-inch valves, respectively. The station is supported by four steel supports on the concrete footing. In addition, the PRS is protected by a steel bar fence. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 88
PRS Mountain Gate
Type PRS
Location Mountain Gate Dr. & Upper Dr.

Construction Date 2011
Suction Service Zone Zone 1380
Discharge Service Zone Zone 1220
General Condition Notes Good Condition
Figure 152: Mountain Gate PRS

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Sonrisa PRS
The Sonrisa PRS is located near the intersection of Pacific Road and Sonrisa Drive at an elevation of 1132 feet. The PRS was constructed in 2010, and the outlet is connected to Zone 1250. There is no pressure gauge at the station. Instead, the outlet pressure is set to 55 and 50 psi using 2-inch and 6-inch valves.

The station is set on a concrete pedestal and protected by a metal cover. Based on a visual inspection, the station does not show any signs of damage. However, there appears to be some corrosion within the station.

Table 89
PRS Sonrisa
Type PRS
Location Pacific Rd. & Sonrisa Dr.

Construction Date 2010
Suction Service Zone Zone 1380
Discharge Service Zone Zone 1250
General Condition Notes Good Condition
Photo 1 Sonrisa PRS

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Orange Heights PRS
The Orange Heights PRS is located at the intersection of South Main Street and West Orange Heights Lane at an elevation of 1250 feet. The PRS was constructed in 2006, and the outlet is connected to Zone 1480.

The pressure inlet is approximately 105 psi, and the outlet pressure is set to 100 and 86 psi using 4-inch and 8-inch valves, respectively. Based on a visual inspection, the station’s air release valve, fittings, supports, and other apparatuses are in good condition with no signs of corrosion.

Table 90
PRS Orange Height
Type PRS
Location S Main St. & W Orange Heights Ln.

Construction Date 2006
Suction Service Zone Zone 1640
Discharge Service Zone Zone 1480
General Condition Notes Good Condition
Figure 152: Orange Height PRS

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White Mountain PRS
The White Mountain PRS is located at the intersection of Valencia Road and White Mountain Circle at an elevation of 1290 feet. The PRS was constructed in 2003, and the outlet is connected to Zone 1380. The pressure inlet is approximately 160 psi, and the outlet pressure is set to 102, 90, and 166 psi using 4-inch, 8-inch, and 4-inch valves, respectively.

Table 91
PRS White Mountain
Type PRS
Location Valencia Rd. & White Mountain Ci.

Construction Date 2003
Suction Service Zone Zone 1640
Discharge Service Zone Zone 1380
General Condition Notes Good Condition
Main & Olive PRS
The Main and Olive PRS is located at 1301 South Main Street. The pressure inlet is approximately 125 psi, and the outlet pressure is set to 50 and 42 psi using 4-inch and 6-inch valves, respectively.

Table 92
PRS Main & Olive
Type PRS
Location 1301 S. Main St.

Construction Date N/A
Suction Service Zone Zone 1060
Discharge Service Zone N/A
General Condition Notes Good Condition
Magnolia PRS
The Magnolia PRS is located at the intersection of Magnolia Ave and Leeson Lane at an elevation of 754 feet. The PRS is connected to Zone 920. The pressure inlet is approximately 140 psi, and outlet pressure is set to 57, 46, and 70 psi using 10-inch, 8-inch, and 6-inch valves, respectively.

Table 93
PRS Magnolia
Type PRS
Location Magnolia Ave. and Leeson Ln.

Construction Date 2011
Suction Service Zone Zone 1060
Discharge Service Zone Zone 920
General Condition Notes Good Condition

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Sierra Bella (East) PRS
The Sierra Bella (East) PRS is located near the intersection of Sierra Bella Drive and Pele Way at an elevation of 1011 feet. The PRS outlet is connected to Zone 1220. The PRS was constructed in 2017, with improvements made in 2024. The outlet pressure is set to 93 and 78 psi using 4-inch and 8-inch valves, respectively.

Table 95
PRS Sierra Bella (East)
Type PRS
Location Sierra Bella Drive and Pele Way
Construction Date 2017
Suction Service Zone Zone 1380
Discharge Service Zone Zone 1220
General Condition Notes Good Condition
Sierra Bella (West) PRS
The Sierra Bella (West) PRS is located at 2700 Hidden Hills Way. The PRS outlet is connected to Zone 1220.

The PRS was constructed in 2017, with improvements made in 2024. The outlet pressure is set to 80 and 72 psi using 4-inch and 8-inch valves, respectively.

Table 96
PRS Sierra Bella (West)
Type PRS
Location 2700 Hidden Hills Way
Construction Date 2017
Suction Service Zone Zone 1380
Discharge Service Zone Zone 1220
General Condition Notes Good Condition

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140
Section 9
Flow Control Valves

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141
Dominguez Ranch FCV
The Dominguez Ranch FCV is located near the intersection of Green River Road and Dominguez Ranch Road. This FCV is an 8-inch Cla-Val at an elevation of 516 ft. The flow control valve has an upstream HGL of 905 ft and a downstream HGL of 725 ft.

Table 97
FCV Dominguez Ranch
Type FCV
Location Green River Road and Dominguez Ranch Road
Construction Date N/A
Suction Service Zone Zone 905
Discharge Service Zone Zone 725
General Condition Notes Good Condition
Figure 153: Dominguez Ranch FCV

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Garretson Zone 3 FCV
The Garretson Zone 3 FCV is located near the intersection of E Ontario Avenue and Magnolia Avenue. This FCV is a 12-inch Cla-Val at an elevation of 916 ft. The flow control valve has an upstream HGL of 1060 ft and a downstream HGL of 905 ft.

Table 98
FCV Garretson Zone 3
Type FCV
Location Ontario Ave and Magnolia Ave
Construction Date N/A
Suction Service Zone Zone 1060
Discharge Service Zone Zone 905
General Condition Notes Good Condition
Figure 154: Garretson Z-3 FCV

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Garretson Zone 2 FCV
The Garretson Zone 2 FCV is located near E Ontario Avenue and Magnolia Avenue. This FCV is a 16-inch Cla-Val at an elevation of 910 ft. The flow control valve has an upstream HGL of 1060 ft and a downstream HGL of 905 ft.

Table 99
FCV Garretson Zone 2
Type FCV
Location Ontario Ave and Magnolia Ave
Construction Date N/A
Suction Service Zone Zone 1060
Discharge Service Zone Zone 905
General Condition Notes Good Condition
Figure 155: Garretson Z-2 FCV

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Mangular Blend FCV
The Mangular Blend FCV is located near Ontario Avenue and Mangular Avenue. This FCV is a 10-inch ClaVal at an elevation of 900 ft. The flow control valve has an upstream HGL of 1060 ft and a downstream HGL of 905 ft.

Table 100
FCV Mangular Blend
Type FCV
Location Ontario Ave and Mangular Ave
Construction Date N/A
Suction Service Zone Zone 1060
Discharge Service Zone Zone 905
General Condition Notes Good Condition
R-3 FCV
The R-3 Reservoir FCV is located at Garretson Avenue, between Monterey Road and Beatrice Drive. This FCV is currently out of service. It is a 10-inch Cla-Val at an elevation of 880 ft. The flow control valve has an upstream HGL of 1060 ft and a downstream HGL of 905 ft.

Table 101
FCV R-3
Type FCV
Location Garretson Ave, between Monterey Rd and Beatrice Dr Construction Date N/A
Suction Service Zone Zone 1060
Discharge Service Zone Zone 905
General Condition Notes Poor Condition
Figure 156: R-3 FCV

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Eagle Glen FCV
The Eagle Glen FCV is located near the intersection of Vandagriff Way and Fairway Drive. The FCV consists of an 8-inch Cla-Val at an elevation of 1132 ft. The flow control valve has an upstream HGL of 1380 ft and a downstream HGL of 1220 ft.

Table 102
FCV Eagle Glen
Type FCV
Location Vandagriff Way and Fairway Drive intersection
Construction Date N/A
Suction Service Zone Zone 1380
Discharge Service Zone Zone 1220
General Condition Notes Good Condition
Figure 157: Eagle Glen FCV

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Lester Zone 5 FCV
The Lester Zone 5 FCV is located near the intersection of Eagle Glen Parkway and Bedford Canyon Road.

This FCV is a 16-inch Flowserve Valve at an elevation of 930 ft. The flow control valve has an upstream HGL of 1500 ft and a downstream HGL of 1380 ft.

Table 103
FCV Lester Zone 5
Type FCV
Location Eagle Glen Parkway and Bedford Canyon Rd
Construction Date N/A
Suction Service Zone Zone 1500
Discharge Service Zone Zone 1380
General Condition Notes Good Condition
Lester Zone 4 FCV
The Lester Zone 4 FCV is located near the intersection of Eagle Glen Parkway and Bedford Canyon Road.

This FCV is a 12-inch Limitorque Valve at an elevation of 930 ft. The flow control valve has an upstream HGL of 1500 ft and a downstream HGL of 1220 ft.

Table 104
FCV Lester Zone 4
Type FCV
Location Eagle Glen Parkway and Bedford Canyon Rd
Construction Date N/A
Suction Service Zone Zone 1500
Discharge Service Zone Zone 1220
General Condition Notes Good Condition
Figure 158: Lester Z-4 FCS

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Lester Zone 3 FCV
The Lester Zone 3 FCV is located near the intersection of Eagle Glen Parkway and Bedford Canyon Rd. This FCV is a 12-inch Bayley Valve at an elevation of 930 ft. The flow control valve has an upstream HGL of 1500 ft and a downstream HGL of 1060 ft.

Table 105
FCV Lester Zone 3
Type FCV
Location Eagle Glen Parkway and Bedford Canyon Rd
Construction Date N/A
Suction Service Zone Zone 1500
Discharge Service Zone Zone 1060
General Condition Notes Good Condition
Nicholas FCV
The Nicholas FCV is located near Green River Rd and Nicholas Plaza. This FCV is an 8-inch Cla-Val valve at an elevation of 708 ft. The flow control valve has an upstream HGL of 1060 ft and a downstream HGL of 725 ft.

Table 106
FCV Nicholas
Type FCV
Location Green River Rd and Nicholas Plaza
Construction Date N/A
Suction Service Zone Zone 1060
Discharge Service Zone Zone 725
General Condition Notes Good Condition
Figure 159: Lester Z-3 FCS

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Bedford Canyon FCV
The Bedford Canyon FCV is located near the intersection of Eagle Glen Parkway and Bedford Canyon Road.

This FCV is a 4-inch Cla-Val valve at an elevation of 930 ft. The flow control valve has an upstream HGL of 1500 ft and a downstream HGL of 1380 ft.

Table 107
FCV Bedford Canyon
Type FCV
Location Eagle Glen Parkway and Bedford Canyon Rd
Construction Date N/A
Suction Service Zone Zone 1500
Discharge Service Zone Zone 1380
General Condition Notes Good Condition
Promenade Park FCV
The Promenade Park FCV is located near Promenade Avenue and Ruth Circle. This FCV is a 12-inch valve.

Table 108
FCV Promenade Park
Type FCV
Location Promenade Ave and Ruth Circle
Construction Date N/A
Suction Service Zone N/A
Discharge Service Zone N/A
General Condition Notes Good Condition
CW22 @ Well 22 FCV
The CW22 FCV is located near the intersection of 5th St and Sierra Vista. This FCV is an 8-inch valve.

Table 109
FCV CW22 @ Well 22
Type FCV
Location 5
th St and Sierra Vista
Construction Date N/A
Suction Service Zone N/A
Discharge Service Zone N/A
General Condition Notes Good Condition

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Sampson FCV
The Sampson FCV is located near Corporate Terrace Street and Sampson Avenue. This FCV is a 12-inch Cla-Val valve with an elevation of 643 ft. The flow control valve has an upstream HGL of 1060 ft and a downstream HGL that can vary between 1020 and 905, depending on the zone that requires additional flow.

Table 110
FCV Sampson
Type FCV
Location Corporate Terrace St and Sampson Ave
Construction Date N/A
Suction Service Zone 1060
Discharge Service Zone Zone 905/1020
General Condition Notes Good Condition
Figure 160: Sampson FCS

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Home Garden FCV
The Home Garden FCV is located near the intersection of Temescal Street and Estelle Street. This FCV is a 6-inch Cla-Val valve.

Table 111
FCV Home Garden
Type FCV
Location Temescal St and Estelle St
Construction Date N/A
Suction Service Zone Zone 720
Discharge Service Zone Home Garden
General Condition Notes Good Condition

Appendix H
Deficient Pipelines within Areas of
Concern

Area of Concern: Coronita (Unincorporated)
Table 1– Summary of Coronita Pipeline Diameters Less than 8 Inches DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 4 BURNING TREE DR ACP 1963 105.05 WDWM6333
4 ST ANDREWS ACP 1975 99.92 WDWM6334
4 OAKMONT ACP 1975 129.94 WDWM6335
4 BROADMOOR ACP 1975 85.00 WDWM6336
4 PEBBLE BEACH ACP 1975 90.01 WDWM6337
4 HUMMINGBIRD LN ACP 1962 1456.56 WDWM6338
4 CHERRY HILLS ACP 1963 128.01 WDWM6339
4 SUGAR LN ACP 1962 157.75 WDWM6340
4 BUTTERNUT LN ACP 1962 250.33 WDWM6341
4 POPLAR LN ACP 1962 261.53 WDWM6342
4 BALSAM LN ACP 1962 342.27 WDWM6343
6 COLONIAL DR ACP 1963 203.68 WDWM3787
6 KNOLLWOOD DR ACP 1963 452.14 WDWM3788
6 NORTHMOOR DR ACP 1963 270.88 WDWM3789
6 COLONIAL DR ACP 1963 131.01 WDWM3794
6 MONTEREY PENINSULA ACP 1963 925.87 WDWM3795
6 PINE CREST DR ACP 1963 1449.35 WDWM3801
6 BURNING TREE DR ACP 1963 1376.68 WDWM3802
6 MONTEREY PENINSULA DR ACP 1963 251.72 WDWM3803
6 MONTEREY PENINSULA DR ACP 1963 690.52 WDWM3804
6 MONTEREY PENINSULA DR ACP 1963 541.83 WDWM3805
6 VIA JOSEFA ACP 1962 242.68 WDWM3809
6 RIDGEVIEW TERR ACP 1962 255.75 WDWM3812
6 RIDGEVIEW TERRACE ACP 1962 283.38 WDWM3813
6 RIDGEVIEW TERRACE ACP 1962 257.60 WDWM3814
6 RIDGEVIEW TERRACE ACP 1962 265.40 WDWM3815
6 RIDGEVIEW TERRACE ACP 1962 216.91 WDWM3816
6 RIDGEVIEW TERRACE ACP 1962 764.47 WDWM3817
6 VIA SANTIAGO STL 1956 66.12 WDWM3819
6 EASEMENT ACP 1962 321.84 WDWM3820
6 RIDGEVIEW TERRACE ACP 1962 30.44 WDWM3821
6 VIA BERNARDO ACP 1973 821.05 WDWM3832
6 VIA BERNARDO ACP 1973 19.83 WDWM3837
6 VIA DEL RIO ACP 1960 142.00 WDWM4518
6 VIA DEL RIO ACP 1960 428.78 WDWM4519
6 RANCHO CORONA DR ACP 1978 1136.77 WDWM5055
6 NORTHMOOR DR ACP 1963 288.94 WDWM3790
6 NORTHMOOR DR ACP 1963 282.57 WDWM3791

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 NORTHMOOR DR ACP 1963 309.39 WDWM3792
6 NORTHMOOR DR ACP 1963 574.64 WDWM3793
6 MONTEREY PENINSULA DR ACP 1963 817.10 WDWM3796
6 VIA MARCOS ACP 1987 291.17 WDWM5199
6 BRAE BURN DR ACP 1963 8.84 WDWM6179
6 VIA JOSEFA ACP 1987 672.62 WDWM5194
6 VIA DEL RIO ACP 1987 6.02 WDWM5195
6 VIA DEL RIO ACP 1987 309.81 WDWM5196
6 VIA DEL RIO ACP 1986 343.83 WDWM5512
6 VIA DEL RIO ACP 1986 754.43 WDWM5514
6 VIA JOSEFA ACP 1962 10.94 WDWM3809
6 VIA SANTIAGO STL 1956 10.92 WDWM3819
6 VIA SANTIAGO STL 1956 11.34 WDWM3818
Table 2– Summary of Coronita Pipeline Materials Using AC & SP Pipe DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 4 BURNING TREE DR AC 1963 105.05 WDWM6333
4 ST ANDREWS AC 1975 99.92 WDWM6334
4 OAKMONT AC 1975 129.94 WDWM6335
4 BROADMOOR AC 1975 85.00 WDWM6336
4 PEBBLE BEACH AC 1975 90.01 WDWM6337
4 HUMMINGBIRD LN AC 1962 1456.56 WDWM6338
4 CHERRY HILLS AC 1963 128.01 WDWM6339
4 SUGAR LN AC 1962 157.75 WDWM6340
4 BUTTERNUT LN AC 1962 250.33 WDWM6341
4 POPLAR LN AC 1962 261.53 WDWM6342
4 BALSAM LN AC 1962 342.27 WDWM6343
6 COLONIAL DR AC 1963 203.68 WDWM3787
6 KNOLLWOOD DR AC 1963 452.14 WDWM3788
6 NORTHMOOR DR AC 1963 270.88 WDWM3789
6 COLONIAL DR AC 1963 131.01 WDWM3794
6 MONTEREY PENINSULA AC 1963 925.87 WDWM3795
6 PINE CREST DR AC 1963 1449.35 WDWM3801
6 BURNING TREE DR AC 1963 1376.68 WDWM3802
6 MONTEREY PENINSULA DR AC 1963 251.72 WDWM3803
6 MONTEREY PENINSULA DR AC 1963 690.52 WDWM3804
6 MONTEREY PENINSULA DR AC 1963 541.83 WDWM3805
6 RIDGEVIEW TERR AC 1962 255.75 WDWM3812
6 RIDGEVIEW TERRACE AC 1962 283.38 WDWM3813
6 RIDGEVIEW TERRACE AC 1962 257.60 WDWM3814
6 RIDGEVIEW TERRACE AC 1962 265.40 WDWM3815
6 RIDGEVIEW TERRACE AC 1962 216.91 WDWM3816
6 RIDGEVIEW TERRACE AC 1962 764.47 WDWM3817
6 VIA SANTIAGO SP 1956 66.12 WDWM3819
6 EASEMENT AC 1962 321.84 WDWM3820
6 RIDGEVIEW TERRACE AC 1962 30.44 WDWM3821
6 VIA BERNARDO AC 1973 821.05 WDWM3832

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 VIA BERNARDO AC 1973 19.83 WDWM3837
6 VIA DEL RIO AC 1960 142.00 WDWM4518
6 VIA DEL RIO AC 1960 428.78 WDWM4519
6 RANCHO CORONA DR AC 1978 1136.77 WDWM5055
6 NORTHMOOR DR AC 1963 288.94 WDWM3790
6 NORTHMOOR DR AC 1963 282.57 WDWM3791
6 NORTHMOOR DR AC 1963 309.39 WDWM3792
6 NORTHMOOR DR AC 1963 574.64 WDWM3793
6 MONTEREY PENINSULA DR AC 1963 817.10 WDWM3796
6 VIA MARCOS AC 1987 291.17 WDWM5199
6 BRAE BURN DR AC 1963 8.84 WDWM6179
6 VIA JOSEFA AC 1987 672.62 WDWM5194
6 VIA DEL RIO AC 1987 6.02 WDWM5195
6 VIA DEL RIO AC 1987 309.81 WDWM5196
6 VIA DEL RIO AC 1986 343.83 WDWM5512
6 VIA DEL RIO AC 1986 754.43 WDWM5514
6 VIA SANTIAGO SP 1956 10.92 WDWM3819
6 VIA SANTIAGO AC 1956 11.34 WDWM3818
8 PASEO GRANDE AC 1977 9.35 WDWM2351
8 PASEO GRANDE AC 1977 423.82 WDWM3798
8 MOUNTAIN DR AC 1963 1120.25 WDWM3822
8 VIA SANTIAGO AC 1968 577.77 WDWM3833
8 VIA DEL RIO AC 1960 161.52 WDWM3836
8 VIA SANTIAGO AC 1968 182.18 WDWM3838
8 MONTEREY PENINSULA DR AC 1963 293.79 WDWM4520
8 MONTERRY PENINSULA DR AC 1963 337.36 WDWM4521
8 LAS POSAS RD AC 1977 1472.13 WDWM3799
8 PASEO GRANDE AC 1977 134.52 WDWM5106
8 PASEO GRANDE AC 1977 652.48 WDWM6178
8 PASEO GRANDE AC 1977 598.12 WDWM6180
8 PINE CREST DR AC 1963 287.69 WDWM7109
8 PASEO GRANDE AC 1977 207.34 WDWM7962
8 VIA SANTIAGO AC 1987 68.30 WDWM5193
8 VIA SANTIAGO AC 1987 301.98 WDWM5200
8 VIA SANTIAGO AC 1987 291.84 WDWM5201
8 VIA SANTIAGO AC 1987 316.53 WDWM5513
8 VIA SANTIAGO AC 1987 452.44 WDWM6500
12 PALISADES DR AC 1986 1055.24 WDWM10394
Table 3 – Summary of Coronita Pipeline Install Years
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 12 PASEO GRANDE CMLC 1946 19.15 WDWM3823
12 PASEO GRANDE CMLC 1946 11.54 WDWM3824
12 PASEO GRANDE CMLC 1946 12.52 WDWM3834
12 PASEO GRANDE DIP 1946 213.98 WDWM3835
12 PASEO GRANDE CMLC 1946 37.79 WDWM4873
12 PASEO GRANDE CMLC 1946 1318.51 WDWM4874
12 PASEO GRANDE DIP 1946 1.00 WDWM3835
12 PASEO GRANDE DIP 1946 238.14 WDWM3835

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 12 PASEO GRANDE DIP 1946 1.61 WDWM3835
12 PASEO GRANDE DIP 1946 63.52 WDWM3835
6 VIA SANTIAGO SP 1956 66.12 WDWM3819
6 VIA SANTIAGO SP 1956 10.92 WDWM3819
6 VIA SANTIAGO AC 1956 11.34 WDWM3818
6 VIA DEL RIO AC 1960 142.00 WDWM4518
6 VIA DEL RIO AC 1960 428.78 WDWM4519
8 VIA DEL RIO AC 1960 161.52 WDWM3836
4 HUMMINGBIRD LN AC 1962 1456.56 WDWM6338
4 SUGAR LN AC 1962 157.75 WDWM6340
4 BUTTERNUT LN AC 1962 250.33 WDWM6341
4 POPLAR LN AC 1962 261.53 WDWM6342
4 BALSAM LN AC 1962 342.27 WDWM6343
6 VIA JOSEFA PVC 1962 242.68 WDWM3809
6 RIDGEVIEW TERR AC 1962 255.75 WDWM3812
6 RIDGEVIEW TERRACE AC 1962 283.38 WDWM3813
6 RIDGEVIEW TERRACE AC 1962 257.60 WDWM3814
6 RIDGEVIEW TERRACE AC 1962 265.40 WDWM3815
6 RIDGEVIEW TERRACE AC 1962 216.91 WDWM3816
6 RIDGEVIEW TERRACE AC 1962 764.47 WDWM3817
6 EASEMENT AC 1962 321.84 WDWM3820
6 RIDGEVIEW TERRACE AC 1962 30.44 WDWM3821
6 VIA JOSEFA PVC 1962 10.94 WDWM3809
4 BURNING TREE DR AC 1963 105.05 WDWM6333
4 CHERRY HILLS AC 1963 128.01 WDWM6339
6 COLONIAL DR AC 1963 203.68 WDWM3787
6 KNOLLWOOD DR AC 1963 452.14 WDWM3788
6 NORTHMOOR DR AC 1963 270.88 WDWM3789
6 COLONIAL DR AC 1963 131.01 WDWM3794
6 MONTEREY PENINSULA AC 1963 925.87 WDWM3795
6 PINE CREST DR AC 1963 1449.35 WDWM3801
6 BURNING TREE DR AC 1963 1376.68 WDWM3802
6 MONTEREY PENINSULA DR AC 1963 251.72 WDWM3803
6 MONTEREY PENINSULA DR AC 1963 690.52 WDWM3804
6 MONTEREY PENINSULA DR AC 1963 541.83 WDWM3805
6 NORTHMOOR DR AC 1963 288.94 WDWM3790
6 NORTHMOOR DR AC 1963 282.57 WDWM3791
6 NORTHMOOR DR AC 1963 309.39 WDWM3792
6 NORTHMOOR DR AC 1963 574.64 WDWM3793
6 MONTEREY PENINSULA DR AC 1963 817.10 WDWM3796
6 BRAE BURN DR AC 1963 8.84 WDWM6179
8 MOUNTAIN DR AC 1963 1120.25 WDWM3822
8 MONTEREY PENINSULA DR AC 1963 293.79 WDWM4520
8 MONTEREY PENINSULA DR AC 1963 337.36 WDWM4521
8 PINE CREST DR AC 1963 287.69 WDWM7109

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 10 RIDGEVIEW TERR CMLC 1963 7.04 WDWM3810
10 RIDGEVIEW TERR PVC 1963 190.34 WDWM3811
10 RIDGEVIEW TERR PVC 1963 25.38 WDWM3811
10 RIDGEVIEW TERR PVC 1963 146.36 WDWM3811
8 VIA SANTIAGO AC 1968 577.77 WDWM3833
8 VIA SANTIAGO AC 1968 182.18 WDWM3838
6 VIA BERNARDO AC 1973 821.05 WDWM3832
6 VIA BERNARDO AC 1973 19.83 WDWM3837
4 ST ANDREWS AC 1975 99.92 WDWM6334
4 OAKMONT AC 1975 129.94 WDWM6335
4 BROADMOOR AC 1975 85.00 WDWM6336
4 PEBBLE BEACH AC 1975 90.01 WDWM6337
8 PASEO GRANDE AC 1977 9.35 WDWM2351
8 PASEO GRANDE AC 1977 423.82 WDWM3798
8 LAS POSAS RD AC 1977 1472.13 WDWM3799
8 PASEO GRANDE AC 1977 134.52 WDWM5106
8 PASEO GRANDE AC 1977 652.48 WDWM6178
8 PASEO GRANDE AC 1977 598.12 WDWM6180
8 PASEO GRANDE AC 1977 207.34 WDWM7962
16 SERFAS CLUB DR DIP 1977 265.71 WDWM10392
16 SERFAS CLUB DR DIP 1977 134.81 WDWM10393
6 RANCHO CORONA DR AC 1978 1136.77 WDWM5055
6 VIA DEL RIO AC 1986 343.83 WDWM5512
6 VIA DEL RIO AC 1986 754.43 WDWM5514
12 PALISADES DR AC 1986 1055.24 WDWM10394
16 PASEO GRANDE DIP 1986 1384.57 WDWM9699
16 PASEO GRANDE DIP 1986 786.94 WDWM9932
16 SERFAS CLUB DR DIP 1986 510.66 WDWM10550
16 SERFAS CLUB DR DIP 1986 50.34 WDWM10560
6 VIA MARCOS AC 1987 291.17 WDWM5199
6 VIA JOSEFA AC 1987 672.62 WDWM5194
6 VIA DEL RIO AC 1987 6.02 WDWM5195
6 VIA DEL RIO AC 1987 309.81 WDWM5196
8 VIA SANTIAGO AC 1987 68.30 WDWM5193
8 VIA SANTIAGO AC 1987 301.98 WDWM5200
8 VIA SANTIAGO AC 1987 291.84 WDWM5201
8 VIA SANTIAGO AC 1987 316.53 WDWM5513
8 VIA SANTIAGO AC 1987 452.44 WDWM6500
16 SERFAS CLUB DR PVC 1988 2.31 WDWM12279
16 SERFAS CLUB DR PVC 1988 740.63 WDWM12302
16 SERFAS CLUB DR DIP 1988 68.09 WDWM12352
16 SERFAS CLUB DR PVC 1988 4.06 WDWM12364
16 SERFAS CLUB DR PVC 1988 0.38 WDWM12410
16 SERFAS CLUB DR PVC 1988 503.95 WDWM12302
18 SERFAS CLUB DR PVC 1988 0.90 WDWM12303

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 18 SERFAS CLUB DR DIP 1988 9.03 WDWM12370
8 VIA ANTONIO PVC 1992 297.27 WDWM5197
8 VIA TRINIDAD PVC 1992 461.11 WDWM5198
8 VIA ANTONIO PVC 1992 301.33 WDWM5202
12 FRONTAGE RD DIP 1997 3.09 WDWM12351
8 SAN FELIPE PVC 1999 1163.60 WDWM1308
8 PINE CREST DR PVC 1999 1457.07 WDWM1444
8 EASEMENT PVC 1999 374.42 WDWM7618
8 EASEMENT PVC 1999 285.45 WDWM7620
8 EASEMENT DIP 1999 5.99 WDWM7620
8 VIA BERNARDO PVC 2001 1583.07 WDWM1282
8 EASEMENT PVC 2001 232.79 WDWM7617
8 EASEMENT PVC 2001 352.73 WDWM7633
8 SERFAS CLUB DR PVC 2001 8.54 WDWM12305
8 SERFAS CLUB DR PVC 2001 15.82 WDWM12627
12 SERFAS CLUB DR PVC 2001 517.65 WDWM1292
12 SERFAS CLUB DR PVC 2001 22.23 WDWM1293
12 PASEO GRANDE PVC 2001 101.21 WDWM1768
12 SERFAS CLUB DR PVC 2001 825.32 WDWM7110
12 SERFAS CLUB DR PVC 2001 191.87 WDWM7615
12 SERFAS CLUB DR PVC 2001 4.05 WDWM7615
16 VIA DEL RIO DIP 2001 3841.94 WDWM10153
16 PASEO GRANDE DIP 2001 1251.28 WDWM10215
16 VIA DEL RIO DIP 2001 386.55 WDWM10216
16 PINE CREST DR DIP 2001 3194.57 WDWM10291
16 SERFAS CLUB DR DIP 2001 2262.79 WDWM10292
8 BRAEBURN DR PVC 2008 584.86 WDWM1603
8 RANCHO CORONA DR DIP 2013 389.76 WDWM10591
18 SERFAS CLUB DR PVC 2015 6.39 WDWM12369
12 FRONTAGE RD CMLC 2017 990.80 WDWM12321
12 FRONTAGE RD CMLC 2017 440.97 WDWM12383
12 FRONTAGE RD CMLC 2017 0.19 WDWM12389
12 FRONTAGE RD CMLC 2017 780.59 WDWM12321
12 FRONTAGE RD CMLC 2017 849.12 WDWM12321

Area of Concern: Temescal Valley
Table 4– Summary of Temescal Valley Pipeline Diameters Less than 8 Inches DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 2 TEMESCAL CYN RD SP 1978 194.14 WDWM2844
4 UNKNOWN PVC 1999 531.06 WDWM1711
4 UNKNOWN PVC 1985 10.43 WDWM6242
4 UNKNOWN PVC 1985 135.60 WDWM6272
4 UNKNOWN PVC 1985 128.20 WDWM6273
4 UNKNOWN PVC 1985 134.40 WDWM6274
4 UNKNOWN PVC 1985 109.05 WDWM6275
4 UNKNOWN SP 1985 92.99 WDWM6276
4 UNKNOWN SP 1985 59.72 WDWM6277
4 FOSTER RD SP 1985 103.32 WDWM6278
4 UNKNOWN SP 1978 263.10 WDWM6279
4 EASEMENT SP 1978 155.84 WDWM6319
4 UNKNOWN CMLC 1978 71.04 WDWM6320
4 UNKNOWN CMLC 1978 226.23 WDWM10087
4 UNKNOWN PVC 1978 432.22 WDWM10217
6 FOSTER RD PVC 1985 321.56 WDWM2833
6 DIAL WY AC 1963 166.68 WDWM2838
6 UNKNOWN AC 1963 191.83 WDWM2841
6 DIAL WY PVC 1985 1161.93 WDWM2834
6 DIAL WY PVC 1985 179.77 WDWM2835
6 DIAL WY PVC 1985 227.26 WDWM2836
6 DIAL WY PVC 1985 245.79 WDWM2837
6 UNKNOWN PVC 1985 100.89 WDWM2839
6 UNKNOWN PVC 1985 303.84 WDWM2840
6 UNKNOWN AC 1977 1691.57 WDWM3309
6 UNKNOWN CMLC 1985 377.97 WDWM6143
6 UNKNOWN PVC 1993 43.01 WDWM6771
6 UNKNOWN CMLC 1997 304.46 WDWM9557
6 TEMESCAL CYN RD CMLC 1985 28.73 WDWM10645
6 UNKNOWN CMLC 1985 85.54 WDWM10646

Table 5—Summary of Temescal Valley Pipeline Materials Using AC & SP Pipe DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 2 TEMESCAL CYN RD SP 1978 194.14 WDWM2844
8 UNKNOWN AC 1978 20.37 WDWM2845
8 UNKNOWN AC 1978 7.94 WDWM3692
4 UNKNOWN SP 1985 92.99 WDWM6276
4 UNKNOWN SP 1985 59.72 WDWM6277
4 FOSTER RD SP 1985 103.32 WDWM6278
4 UNKNOWN SP 1978 263.10 WDWM6279
4 EASEMENT SP 1978 155.84 WDWM6319
8 WEIRICK RD AC 1978 1179.01 WDWM6144
6 DIAL WY AC 1963 166.68 WDWM2838
6 UNKNOWN AC 1963 191.83 WDWM2841
6 UNKNOWN AC 1977 1691.57 WDWM3309
8 WEIRICK RD AC 1978 119.00 WDWM7075
8 WEIRICK RD AC 1978 721.28 WDWM7076
8 UNKNOWN AC 1978 47.16 WDWM9281
8 EASEMENT AC 1978 54.04 WDWM9282
8 UNKNOWN AC 1978 23.14 WDWM9283
8 EASEMENT AC 1978 28.00 WDWM9284
8 UNKNOWN AC 1978 899.01 WDWM9285
8 EASEMENT AC 1978 222.93 WDWM9286
8 UNKNOWN AC 1978 332.20 WDWM9287
8 EASEMENT AC 1978 1904.91 WDWM9288
8 EASEMENT AC 1978 4.16 WDWM9765
10 SUMMERHILL LN AC 1994 408.06 WDWM7074
Table 6– Summary of Temescal Valley Pipeline Install Years DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 DIAL WY AC 1963 166.7 WDWM2838
6 UNKNOWN AC 1963 191.8 WDWM2841
6 UNKNOWN AC 1977 1691.6 WDWM3309
8 TEMESCAL CYN RD CMLC 1978 204.8 WDWM2842
8 TEMESCAL CYN RD CMLC 1978 175.8 WDWM2843
2 TEMESCAL CYN RD SP 1978 194.1 WDWM2844
8 UNKNOWN AC 1978 20.4 WDWM2845
8 UNKNOWN AC 1978 7.9 WDWM3692
4 UNKNOWN SP 1978 263.1 WDWM6279
4 EASEMENT SP 1978 155.8 WDWM6319
4 UNKNOWN CMLC 1978 71.0 WDWM6320
8 WEIRICK RD AC 1978 1179.0 WDWM6144
4 UNKNOWN CMLC 1978 226.2 WDWM10087
4 UNKNOWN PVC 1978 432.2 WDWM10217
8 WEIRICK RD AC 1978 119.0 WDWM7075
8 WEIRICK RD AC 1978 721.3 WDWM7076
8 UNKNOWN AC 1978 47.2 WDWM9281
8 EASEMENT AC 1978 54.0 WDWM9282
8 UNKNOWN AC 1978 23.1 WDWM9283
18 TEMESCAL CYN RD CMLC 1978 13.6 WDWM9278
18 TEMESCAL CYN RD CMLC 1978 8564.9 WDWM9279

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 18 GLEN IVY RD CMLC 1978 52.5 WDWM9280
8 EASEMENT AC 1978 28.0 WDWM9284
8 UNKNOWN AC 1978 899.0 WDWM9285
8 EASEMENT AC 1978 222.9 WDWM9286
8 UNKNOWN AC 1978 332.2 WDWM9287
8 EASEMENT AC 1978 1904.9 WDWM9288
8 EASEMENT AC 1978 4.2 WDWM9765
18 GLEN IVY RD CMLC 1978 863.7 WDWM9291
8 EASEMENT CMLC 1978 27.0 WDWM9766
18 TEMESCAL CYN RD CMLC 1978 699.0 WDWM10647
18 TEMESCAL CYN RD CMLC 1978 238.0 WDWM10649
18 TEMESCAL CYN RD CMLC 1978 524.1 WDWM10650
18 TEMESCAL CYN RD CMLC 1978 8029.1 WDWM10651
4 UNKNOWN PVC 1985 135.6 WDWM6272
4 UNKNOWN PVC 1985 128.2 WDWM6273
4 UNKNOWN PVC 1985 134.4 WDWM6274
4 UNKNOWN PVC 1985 109.0 WDWM6275
6 FOSTER RD PVC 1985 321.6 WDWM2833
4 UNKNOWN PVC 1985 10.4 WDWM6242
8 FOSTER RD PVC 1985 180.9 WDWM2831
8 FOSTER RD PVC 1985 148.2 WDWM2832
6 DIAL WY PVC 1985 1161.9 WDWM2834
6 DIAL WY PVC 1985 179.8 WDWM2835
6 DIAL WY PVC 1985 227.3 WDWM2836
6 DIAL WY PVC 1985 245.8 WDWM2837
6 UNKNOWN PVC 1985 100.9 WDWM2839
6 UNKNOWN PVC 1985 303.8 WDWM2840
4 UNKNOWN SP 1985 93.0 WDWM6276
4 UNKNOWN SP 1985 59.7 WDWM6277
6 UNKNOWN CMLC 1985 378.0 WDWM6143
4 FOSTER RD SP 1985 103.3 WDWM6278
6 TEMESCAL CYN RD CMLC 1985 28.7 WDWM10645
6 UNKNOWN CMLC 1985 85.5 WDWM10646
8 FOSTER RD PVC 1985 216.1 WDWM10648
6 UNKNOWN PVC 1993 43.0 WDWM6771
10 SUMMERHILL LN AC 1994 408.1 WDWM7074
8 KNABE RD PVC 1997 166.0 WDWM7795
6 UNKNOWN CMLC 1997 304.5 WDWM9557
14 UNKNOWN PVC 1998 473.9 WDWM9249
4 UNKNOWN PVC 1999 531.1 WDWM1711
14 EASEMENT PVC 1999 3487.3 WDWM9247
12 EASEMENT PVC 1999 472.5 WDWM9248
12 EASEMENT CMLC 1999 26.4 WDWM9408
12 EASEMENT CMLC 1999 34.0 WDWM9409
8 UNKNOWN DIP 2006 56.0 WDWM10644
12 WEIRICK RD PVC 2007 170.0 WDWM1515
12 WEIRICK RD PVC 2007 20.0 WDWM1516
12 WEIRICK RD PVC 2007 2.6 WDWM1517
12 KNABE RD PVC 2007 1216.0 WDWM1539

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 12 KNABE RD PVC 2007 20.1 WDWM1540
12 KNABE RD PVC 2007 804.9 WDWM1541
12 KNABE RD PVC 2007 161.5 WDWM1542
12 KNABE RD PVC 2007 240.1 WDWM1543
12 WEIRICK RD PVC 2007 308.6 WDWM1763
12 KNABE RD DIP 2007 41.6 WDWM6663
8 NOB HILL RD PVC 2007 44.0 WDWM6745
8 NOB HILL RD PVC 2007 77.7 WDWM6746
12 KNABE RD DIP 2007 35.7 WDWM7079
12 KNABE RD PVC 2007 200.6 WDWM7080
12 KNABE RD DIP 2007 36.8 WDWM7081
12 KNABE RD DIP 2007 33.8 WDWM7082
12 KNABE RD PVC 2007 607.2 WDWM7083
12 KNABE RD PVC 2007 60.4 WDWM7377
12 KNABE RD PVC 2007 360.2 WDWM7796
12 KNABE RD PVC 2007 18.4 WDWM9558
12 KNABE RD PVC 2007 35.9 WDWM9559
16 KNABE RD PVC 2007 406.1 WDWM9632

Area of Concern: El Cerrito (Unincorporated)
Table 7– Summary of El Cerrito Pipeline Diameters Less than 8 Inches DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 1 EASEMENT SP 1952 51.1 WDWM4982
1 EASEMENT SP 1952 237.9 WDWM4983
2 EASEMENT SP 1959 326.5 WDWM2816
2 EASEMENT SP 1959 38.8 WDWM2817
2 EASEMENT SP 1959 13.4 WDWM3280
2 HILLSIDE ST SP 1959 187.5 WDWM3734
2 GRAND VIEW ST SP 1959 202.3 WDWM4906
2 GRAND VIEW ST SP 1959 177.1 WDWM4907
2 CONSUL AVE SP 1959 207.9 WDWM4908
2 EASEMENT SP 1959 355.7 WDWM4932
2 GRAND VIEW ST SP 1959 171.1 WDWM4935
2 EASEMENT SP 1943 487.6 WDWM4981
2 EASEMENT SP 1969 237.4 WDWM4984
2 MINNESOTA RD SP 1955 486.8 WDWM7192
4 EASEMENT SP 1963 12.7 WDWM6243
4 EASEMENT SP 1963 11.5 WDWM6271
4 EASEMENT SP 1963 366.2 WDWM6280
4 ARCADIA ST CMLC 1958 10.4 WDWM6281
4 ARCADIA ST SP 1952 36.8 WDWM6282
4 ORANGE ST AC 1976 189.2 WDWM6283
4 EASEMENT AC 1973 338.0 WDWM6410
4 KATY ST AC 1997 333.7 WDWM6411
4 KATY ST AC 1974 13.7 WDWM6412
4 CORONITA ST CMLC 2008 250.9 WDWM6413
4 WASHINGTON ST AC 1964 508.5 WDWM6414
4 ARCADIA ST CMLC 1958 411.1 WDWM6415
4 CARMELITA AVE CMLC 1958 1719.7 WDWM6416
4 ARCADIA ST SP 1952 64.2 WDWM6417
4 ARCADIA ST SP 1952 11.1 WDWM6418
4 EASEMENT SP 1952 575.4 WDWM6419
4 JOLORA AVE CIPP 1969 279.4 WDWM6420
4 KATY ST AC 1997 15.0 WDWM6421
4 KATY ST AC 1997 7.4 WDWM6422
4 EASEMENT SP 1952 643.1 WDWM6423
4 ARCADIA ST SP 1952 16.8 WDWM6424
4 CARMELITA AVE AC 1991 118.8 WDWM7078
4 KATY ST AC 1956 484.9 WDWM7096
4 WILTON ST AC 1980 124.2 WDWM8877
4 PIUTE CREEK DR AC 1984 288.9 WDWM6311
4 BOX CYN RD AC 1984 1126.4 WDWM6312
4 CARMELITA AVE CMLC 1958 310.8 WDWM7077
4 UNKNOWN CMLC 2015 34.5 UNKNOWN
6 CALICO CIR AC 1980 337.4 WDWM2378
6 BOBBITT ST AC 1977 315.2 WDWM2385

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 EASEMENT AC 1997 158.0 WDWM2819
6 ENVOY AVE SP 1963 16.6 WDWM2821
6 ENVOY AVE SP 1963 643.0 WDWM2822
6 HILLSIDE ST AC 1964 318.2 WDWM2823
6 ENVOY AVE SP 1963 390.6 WDWM2826
6 ENVOY AVE SP 1963 444.6 WDWM2846
6 HILLSIDE ST AC 1964 329.0 WDWM2847
6 HILLSIDE ST AC 1964 331.4 WDWM2848
6 HILLSIDE ST AC 1964 14.8 WDWM2849
6 POPPY ST AC 1978 1045.4 WDWM2851
6 STATE ST AC 1976 192.8 WDWM2852
6 NEWTON ST AC 1976 298.0 WDWM2856
6 BOYD ST AC 1977 316.6 WDWM2859
6 CORONA ST AC 1964 23.2 WDWM2860
6 BOYD ST AC 1976 162.9 WDWM2861
6 CORONA ST AC 1964 647.3 WDWM2862
6 CORONA ST AC 1964 653.7 WDWM2863
6 BEDFORD CYN RD AC 1976 450.4 WDWM2864
6 BEDFORD CYN RD AC 1964 472.4 WDWM2865
6 EASEMENT AC 1976 299.4 WDWM2867
6 BEDFORD CYN RD AC 1964 8.7 WDWM2868
6 BEDFORD CYN RD AC 1980 22.4 WDWM2869
6 LAYTON ST AC 1974 270.7 WDWM2874
6 LAYTON ST AC 1974 618.9 WDWM2877
6 ROCKWELL ST AC 1964 581.3 WDWM2880
6 BEL AIR RD CMLC 1961 1248.2 WDWM2891
6 BEL AIR RD CMLC 1976 29.1 WDWM2892
6 BEL AIR DR CMLC 1976 628.5 WDWM2894
6 DIPLOMAT AVE AC 1976 396.2 WDWM3281
6 DIPLOMAT AVE AC 1997 519.0 WDWM3282
6 POPPY ST AC 1978 237.1 WDWM3424
6 BEDFORD CYN RD AC 1980 119.0 WDWM3712
6 BEDFORD CYN RD AC 1980 343.7 WDWM3713
6 CASE ST PVC 1987 140.3 WDWM4628
6 ENVOY AVE SP 1963 324.6 WDWM4909
6 QUEBEC AVE SP 1963 1237.2 WDWM4910
6 STROH AVE SP 1963 1228.7 WDWM4911
6 POPPY ST SP 1965 301.4 WDWM4912
6 POPPY ST SP 1965 105.7 WDWM4913
6 POPPY ST SP 1965 27.1 WDWM4914
6 POPPY ST SP 1965 179.0 WDWM4915
6 LYLE AVE AC 1963 831.3 WDWM4919
6 DIPLOMAT AVE SP 1964 354.5 WDWM4924
6 DIPLOMAT AVE AC 1975 124.3 WDWM4926
6 PARADISE LN SP 1964 348.1 WDWM4927
6 ENVOY AVE AC 1969 307.0 WDWM4929
6 EASEMENT ACP 1972 495.9 WDWM4931

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 KATY ST AC 1983 365.9 WDWM4952
6 MINNESOTA RD AC 1973 14.4 WDWM4953
6 FRANCES ST AC 1974 15.3 WDWM4954
6 KATY ST AC 1983 13.5 WDWM4955
6 TEMESCAL CYN RD AC 1972 57.1 WDWM4957
6 TEMESCAL CYN RD CMLC 1978 58.2 WDWM4958
6 GRANT ST AC 1972 321.9 WDWM4959
6 TEMESCAL CYN RD CMLC 1958 19.8 WDWM4960
6 JOLORA AVE SP 1952 416.4 WDWM4961
6 TEMESCAL CYN RD AC 1972 15.0 WDWM4964
6 JOLORA AVE AC 1972 447.0 WDWM4965
6 TEMESCAL CYN RD CMLC 1958 851.8 WDWM4966
6 TEMESCAL CYN RD CMLC 1958 766.8 WDWM4967
6 TEMESCAL CYN RD CMLC 2002 144.9 WDWM4968
6 TEMESCAL CYN RD CMLC 1961 307.9 WDWM4969
6 GRANT ST AC 1972 1324.0 WDWM4971
6 RITA ST AC 1966 38.0 WDWM4972
6 ARCADIA ST AC 1966 54.8 WDWM4973
6 ARCADIA ST AC 1966 1001.2 WDWM4974
6 MINNESOTA RD AC 1973 183.5 WDWM4975
6 EASEMENT CMLC 1961 1250.0 WDWM4976
6 FRANCES ST AC 1974 674.6 WDWM4980
6 ARCADIA ST AC 1979 409.8 WDWM4989
6 RITA ST AC 1966 343.3 WDWM4990
6 RITA ST AC 1966 174.2 WDWM4991
6 DIPLOMAT AV PVC 1999 173.6 WDWM58
6 UNKNOWN PVC 2001 10.3 WDWM120
6 ROCKWELL ST PVC 2001 29.0 WDWM182
6 DRY GULCH RD AC 1980 659.9 WDWM2376
6 ROCKWELL ST AC 1974 13.8 WDWM2380
6 KAYNE ST AC 1977 14.6 WDWM2382
6 WINTON ST AC 1981 55.1 WDWM2383
6 WINTON ST AC 1981 151.8 WDWM2384
6 HILLSIDE ST AC 1970 185.4 WDWM2815
6 HILLSIDE ST AC 1970 9.7 WDWM2818
6 HILLSIDE ST AC 1970 206.4 WDWM2820
6 ONTARIO AVE SP 1978 49.0 WDWM2827
6 AMBASSADOR AVE AC 1978 137.4 WDWM2829
6 NEWTON ST AC 1977 443.3 WDWM2857
6 KLYNE ST AC 1977 625.9 WDWM2858
6 KLYNE ST AC 1980 457.5 WDWM2870
6 KAYNE ST AC 1977 616.9 WDWM2875
6 CASE ST AC 1977 1125.4 WDWM2876
6 BEL AIR DR AC 1977 449.5 WDWM2893
6 BOX CYN RD AC 1984 294.1 WDWM3257
6 BOX CYN RD AC 1984 575.9 WDWM3258
6 GINGERSNAP DR AC 1984 302.5 WDWM3259

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 SPINDLETOP DR AC 1984 424.4 WDWM3260
6 BOX CYN RD AC 1984 276.5 WDWM3261
6 PIUTE CREEK DR AC 1984 1754.2 WDWM3264
6 HILLSIDE ST AC 1970 178.3 WDWM3285
6 BLACKSMITH AC 1980 943.4 WDWM3346
6 ROCKWELL ST AC 1974 215.3 WDWM3379
6 NEWTON ST AC 1979 363.5 WDWM3731
6 HILLSIDE ST AC 1970 168.0 WDWM3732
6 HILLSIDE ST AC 1970 20.4 WDWM3733
6 DIPLOMAT AVE AC 1988 28.0 WDWM3735
6 DIPLOMAT AVE AC 1988 109.0 WDWM3736
6 BEDFORD CANYON RD PVC 1992 809.3 WDWM4844
6 GRAND VIEW ST AC 1970 382.0 WDWM4922
6 GRAND VIEW ST AC 1970 27.5 WDWM4923
6 DIPLOMAT AVE AC 1986 322.1 WDWM4925
6 EASEMENT AC 1970 618.2 WDWM4930
6 GRAND VIEW ST AC 1970 12.0 WDWM4933
6 GRAND VIEW ST AC 1970 343.5 WDWM4934
6 WASHINGTON ST AC 1986 304.1 WDWM4970
6 WILDLIFE LN CMLC 1996 367.6 WDWM6909
6 RUDELL RD SP 1961 7.7 WDWM7063
6 KATY WY PVC 1999 476.7 WDWM7094
6 KATY ST AC 1974 17.2 WDWM7097
6 KATY ST AC 1974 19.5 WDWM7098
6 CALICO CIR AC 1980 376.6 WDWM8753
6 SARSAPRILLA DR AC 1980 383.3 WDWM8754
6 CALICO CIR AC 1980 13.4 WDWM8764
6 SARSAPRILLA DR AC 1980 15.8 WDWM8765
6 CALICO CIR AC 1980 13.7 WDWM8766
6 CALICO CIR AC 1980 711.3 WDWM8787
6 LONG BRANCH RD AC 1980 225.9 WDWM8788
6 CALICO CIR AC 1980 269.8 WDWM8789
6 CALICO CIR AC 1980 14.8 WDWM8791
6 LONG BRANCH RD AC 1980 11.4 WDWM8793
6 CALICO CIR AC 1980 13.9 WDWM8794
6 BLACKSMITH AC 1980 259.1 WDWM8795
6 BLACKSMITH AC 1980 13.1 WDWM8797
6 ENVOY AVE AC 1969 11.6 WDWM8836
6 PARADISE LN SP 1964 71.4 WDWM8837
6 BOYD ST PVC 2002 308.0 WDWM8838
6 NEWTON ST AC 1977 568.5 WDWM8839
6 BOYD ST AC 1977 22.5 WDWM8840
6 BOYD ST AC 1977 23.0 WDWM8841
6 KAYNE ST AC 1979 304.4 WDWM8849
6 BOYD ST AC 1977 13.4 WDWM8850
6 WINTON ST AC 1978 292.3 WDWM8854
6 WINTON ST AC 1978 13.4 WDWM8856

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 BOBBITT ST AC 1977 13.4 WDWM8857
6 ROCKWELL ST AC 1964 7.3 WDWM8860
6 BOBBITT ST AC 1977 326.7 WDWM8861
6 BOYD ST AC 1964 19.0 WDWM8864
6 BOYD ST AC 1964 45.1 WDWM8866
6 HAMIL ST AC 1990 124.5 WDWM8867
6 BOYD ST AC 1964 537.7 WDWM8868
6 BOYD ST AC 1990 363.4 WDWM8869
6 LAYTON ST AC 1980 232.8 WDWM8870
6 STATE ST AC 1980 57.7 WDWM8902
6 BOYD ST AC 1980 23.9 WDWM8903
6 BOYD ST AC 1980 252.3 WDWM8906
6 AMBASSADOR AVE SP 1999 7.4 WDWM6533
6 BELLVIEW CT PVC 1984 427.7 WDWM6831
6 EVELYN ST PVC 1999 479.5 WDWM6982
6 EVELYN ST PVC 1997 23.6 WDWM6983
6 GRAND VIEW DR AC 1986 863.8 WDWM7095
6 KATY WY DIP 2011 4.4 WDWM7310
6 CONSUL AVE AC 1979 175.6 WDWM7997
6 CONSUL AVE AC 1979 727.4 WDWM7998
6 SMERBER RD AC 1984 410.7 WDWM7999
6 SAW MILL RD AC 1980 243.9 WDWM8750
6 WHISKEY CK AC 1980 425.9 WDWM8751
6 CALICO CIR AC 1980 398.8 WDWM8752
6 DRY GULCH RD AC 1980 13.6 WDWM8761
6 CALICO CIR AC 1980 13.2 WDWM8762
6 WHISKEY CK AC 1980 13.4 WDWM8763
6 BLACKSMITH AC 1980 324.6 WDWM8772
6 BLACKSMITH AC 1980 13.4 WDWM8773
6 BLACKSMITH AC 1980 13.5 WDWM8774
6 BLACKSMITH AC 1980 41.4 WDWM8775
6 BLACKSMITH AC 1980 13.7 WDWM8796
6 KLYNE ST AC 1980 20.2 WDWM8842
6 KLYNE ST AC 1980 560.9 WDWM8843
6 BOBBIT ST AC 1983 175.7 WDWM8844
6 KAYNE ST AC 1977 331.0 WDWM8845
6 KAYNE ST AC 1979 337.6 WDWM8846
6 CASE ST AC 1977 130.1 WDWM8847
6 CASE ST AC 1977 53.2 WDWM8848
6 NEWTON ST PVC 1979 4.0 WDWM8851
6 NEWTON ST PVC 1979 314.5 WDWM8852
6 CASE ST AC 1979 266.5 WDWM8853
6 WINTON ST AC 1983 279.3 WDWM8855
6 WINTON ST AC 1983 13.4 WDWM8858
6 ROCKWELL ST PVC 1990 13.5 WDWM8859
6 ROCKWELL ST PVC 1990 208.3 WDWM8862
6 ROCKWELL ST AC 1979 479.1 WDWM8863

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 ROCKWELL ST AC 1979 12.0 WDWM8865
6 BOYD ST AC 1980 23.6 WDWM8871
6 BOYD ST AC 1980 150.6 WDWM8872
6 LAYTON ST AC 1982 100.4 WDWM8873
6 LAYTON ST PVC 1990 411.5 WDWM8874
6 LAYTON ST PVC 1990 183.7 WDWM8875
6 SACKETT CT PVC 1990 209.5 WDWM8876
6 BOYD ST DIP 2004 7.6 WDWM8912
6 BOYD ST DIP 2004 7.4 WDWM8913
6 NEWTON ST AC 1979 15.5 WDWM8951
6 MARILYN DR AC 2020 2544.4 WDWM10678
6 MARILYN DR AC 1986 25.4 WDWM10679
6 STARNE RD AC 1980 9.1 WDWM10768
6 STARNE RD AC 1980 615.7 WDWM10771
6 WILDLIFE LN CMLC 1996 544.2 WDWM10804
6 STATE ST CMLC 1963 282.3 WDWM10805
6 STATE ST CMLC 1963 1548.0 WDWM10806
6 STATE ST AC 1976 1223.3 WDWM10807
6 DEVON CIR AC 1981 529.9 WDWM10808
6 EASEMENT CMLC 1965 17.0 WDWM10809
6 STATE ST AC 1976 12.1 WDWM10810
6 SMERBER RD CMLC 1965 530.9 WDWM10812
6 MY HI WY AC 1981 321.5 WDWM10813
6 SMERBER RD CMLC 1965 439.7 WDWM10814
6 QUAIL HILL DR CMLC 1964 658.4 WDWM10815
6 SMERBER RD CMLC 1965 459.2 WDWM10816
6 UNKNOWN AC 1980 39.2 WDWM10871
6 UNKNOWN AC 1980 29.1 WDWM10872
6 UNKNOWN AC 1980 29.1 WDWM10873
6 UNKNOWN AC 1980 24.9 WDWM10877
6 UNKNOWN AC 1980 25.7 WDWM10878
6 UNKNOWN AC 1980 26.0 WDWM10879
6 EASEMENT PVC 1976 13.7 WDWM2866
6 STATE ST AC 1987 468.5 WDWM10811
6 UNKNOWN CMLC 2015 3.2 UNKNOWN
6 UNKNOWN CMLC 2015 3.5 UNKNOWN
6 UNKNOWN CMLC 2015 14.0 UNKNOWN
Table 8 – Summary of El Cerrito Pipeline Materials
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 1 EASEMENT SP 1952 51.1 WDWM4982
1 EASEMENT SP 1952 237.9 WDWM4983
2 EASEMENT SP 1959 326.5 WDWM2816
2 EASEMENT SP 1959 38.8 WDWM2817
2 EASEMENT SP 1959 13.4 WDWM3280
2 HILLSIDE ST SP 1959 187.5 WDWM3734
2 GRAND VIEW ST SP 1959 202.3 WDWM4906

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 2 GRAND VIEW ST SP 1959 177.1 WDWM4907
2 CONSUL AVE SP 1959 207.9 WDWM4908
2 EASEMENT SP 1959 355.7 WDWM4932
2 GRAND VIEW ST SP 1959 171.1 WDWM4935
2 EASEMENT SP 1943 487.6 WDWM4981
2 EASEMENT SP 1969 237.4 WDWM4984
2 MINNESOTA RD SP 1955 486.8 WDWM7192
4 EASEMENT SP 1963 12.7 WDWM6243
4 EASEMENT SP 1963 11.5 WDWM6271
4 EASEMENT SP 1963 366.2 WDWM6280
4 ARCADIA ST CMLC 1958 10.4 WDWM6281
4 ARCADIA ST SP 1952 36.8 WDWM6282
4 ORANGE ST AC 1976 189.2 WDWM6283
4 EASEMENT AC 1973 338.0 WDWM6410
4 KATY ST AC 1997 333.7 WDWM6411
4 KATY ST AC 1974 13.7 WDWM6412
4 CORONITA ST CMLC 2008 250.9 WDWM6413
4 WASHINGTON ST AC 1964 508.5 WDWM6414
4 ARCADIA ST CMLC 1958 411.1 WDWM6415
4 CARMELITA AVE CMLC 1958 1719.7 WDWM6416
4 ARCADIA ST SP 1952 64.2 WDWM6417
4 ARCADIA ST SP 1952 11.1 WDWM6418
4 EASEMENT SP 1952 575.4 WDWM6419
4 JOLORA AVE CIPP 1969 279.4 WDWM6420
4 KATY ST AC 1997 15.0 WDWM6421
4 KATY ST AC 1997 7.4 WDWM6422
4 EASEMENT SP 1952 643.1 WDWM6423
4 ARCADIA ST SP 1952 16.8 WDWM6424
4 CARMELITA AVE AC 1991 118.8 WDWM7078
4 KATY ST AC 1956 484.9 WDWM7096
4 WILTON ST AC 1980 124.2 WDWM8877
4 PIUTE CREEK DR AC 1984 288.9 WDWM6311
4 BOX CYN RD AC 1984 1126.4 WDWM6312
4 CARMELITA AVE CMLC 1958 310.8 WDWM7077
4 UNKNOWN CMLC 2015 34.5 UNKNOWN
6 CALICO CIR AC 1980 337.4 WDWM2378
6 BOBBITT ST AC 1977 315.2 WDWM2385
6 EASEMENT AC 1997 158.0 WDWM2819
6 ENVOY AVE SP 1963 16.6 WDWM2821
6 ENVOY AVE SP 1963 643.0 WDWM2822
6 HILLSIDE ST AC 1964 318.2 WDWM2823
6 ENVOY AVE SP 1963 390.6 WDWM2826
6 ENVOY AVE SP 1963 444.6 WDWM2846
6 HILLSIDE ST AC 1964 329.0 WDWM2847
6 HILLSIDE ST AC 1964 331.4 WDWM2848
6 HILLSIDE ST AC 1964 14.8 WDWM2849
6 POPPY ST AC 1978 1045.4 WDWM2851

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 STATE ST AC 1976 192.8 WDWM2852
6 NEWTON ST AC 1976 298.0 WDWM2856
6 BOYD ST AC 1977 316.6 WDWM2859
6 CORONA ST AC 1964 23.2 WDWM2860
6 BOYD ST AC 1976 162.9 WDWM2861
6 CORONA ST AC 1964 647.3 WDWM2862
6 CORONA ST AC 1964 653.7 WDWM2863
6 BEDFORD CYN RD AC 1976 450.4 WDWM2864
6 BEDFORD CYN RD AC 1964 472.4 WDWM2865
6 EASEMENT AC 1976 299.4 WDWM2867
6 BEDFORD CYN RD AC 1964 8.7 WDWM2868
6 BEDFORD CYN RD AC 1980 22.4 WDWM2869
6 LAYTON ST AC 1974 270.7 WDWM2874
6 LAYTON ST AC 1974 618.9 WDWM2877
6 ROCKWELL ST AC 1964 581.3 WDWM2880
6 BEL AIR RD CMLC 1961 1248.2 WDWM2891
6 BEL AIR RD CMLC 1976 29.1 WDWM2892
6 BEL AIR DR CMLC 1976 628.5 WDWM2894
6 DIPLOMAT AVE AC 1976 396.2 WDWM3281
6 DIPLOMAT AVE AC 1997 519.0 WDWM3282
6 POPPY ST AC 1978 237.1 WDWM3424
6 BEDFORD CYN RD AC 1980 119.0 WDWM3712
6 BEDFORD CYN RD AC 1980 343.7 WDWM3713
6 CASE ST PVC 1987 140.3 WDWM4628
6 ENVOY AVE SP 1963 324.6 WDWM4909
6 QUEBEC AVE SP 1963 1237.2 WDWM4910
6 STROH AVE SP 1963 1228.7 WDWM4911
6 POPPY ST SP 1965 301.4 WDWM4912
6 POPPY ST SP 1965 105.7 WDWM4913
6 POPPY ST SP 1965 27.1 WDWM4914
6 POPPY ST SP 1965 179.0 WDWM4915
6 LYLE AVE AC 1963 831.3 WDWM4919
6 DIPLOMAT AVE SP 1964 354.5 WDWM4924
6 DIPLOMAT AVE AC 1975 124.3 WDWM4926
6 PARADISE LN SP 1964 348.1 WDWM4927
6 ENVOY AVE AC 1969 307.0 WDWM4929
6 EASEMENT ACP 1972 495.9 WDWM4931
6 KATY ST AC 1983 365.9 WDWM4952
6 MINNESOTA RD AC 1973 14.4 WDWM4953
6 FRANCES ST AC 1974 15.3 WDWM4954
6 KATY ST AC 1983 13.5 WDWM4955
6 TEMESCAL CYN RD AC 1972 57.1 WDWM4957
6 TEMESCAL CYN RD CMLC 1978 58.2 WDWM4958
6 GRANT ST AC 1972 321.9 WDWM4959
6 TEMESCAL CYN RD CMLC 1958 19.8 WDWM4960
6 JOLORA AVE SP 1952 416.4 WDWM4961
6 TEMESCAL CYN RD AC 1972 15.0 WDWM4964

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 JOLORA AVE AC 1972 447.0 WDWM4965
6 TEMESCAL CYN RD CMLC 1958 851.8 WDWM4966
6 TEMESCAL CYN RD CMLC 1958 766.8 WDWM4967
6 TEMESCAL CYN RD CMLC 2002 144.9 WDWM4968
6 TEMESCAL CYN RD CMLC 1961 307.9 WDWM4969
6 GRANT ST AC 1972 1324.0 WDWM4971
6 RITA ST AC 1966 38.0 WDWM4972
6 ARCADIA ST AC 1966 54.8 WDWM4973
6 ARCADIA ST AC 1966 1001.2 WDWM4974
6 MINNESOTA RD AC 1973 183.5 WDWM4975
6 EASEMENT CMLC 1961 1250.0 WDWM4976
6 FRANCES ST AC 1974 674.6 WDWM4980
6 ARCADIA ST AC 1979 409.8 WDWM4989
6 RITA ST AC 1966 343.3 WDWM4990
6 RITA ST AC 1966 174.2 WDWM4991
6 DIPLOMAT AV PVC 1999 173.6 WDWM58
6 UNKNOWN PVC 2001 10.3 WDWM120
6 ROCKWELL ST PVC 2001 29.0 WDWM182
6 DRY GULCH RD AC 1980 659.9 WDWM2376
6 ROCKWELL ST AC 1974 13.8 WDWM2380
6 KAYNE ST AC 1977 14.6 WDWM2382
6 WINTON ST AC 1981 55.1 WDWM2383
6 WINTON ST AC 1981 151.8 WDWM2384
6 HILLSIDE ST AC 1970 185.4 WDWM2815
6 HILLSIDE ST AC 1970 9.7 WDWM2818
6 HILLSIDE ST AC 1970 206.4 WDWM2820
6 ONTARIO AVE SP 1978 49.0 WDWM2827
6 AMBASSADOR AVE AC 1978 137.4 WDWM2829
6 NEWTON ST AC 1977 443.3 WDWM2857
6 KLYNE ST AC 1977 625.9 WDWM2858
6 KLYNE ST AC 1980 457.5 WDWM2870
6 KAYNE ST AC 1977 616.9 WDWM2875
6 CASE ST AC 1977 1125.4 WDWM2876
6 BEL AIR DR AC 1977 449.5 WDWM2893
6 BOX CYN RD AC 1984 294.1 WDWM3257
6 BOX CYN RD AC 1984 575.9 WDWM3258
6 GINGERSNAP DR AC 1984 302.5 WDWM3259
6 SPINDLETOP DR AC 1984 424.4 WDWM3260
6 BOX CYN RD AC 1984 276.5 WDWM3261
6 PIUTE CREEK DR AC 1984 1754.2 WDWM3264
6 HILLSIDE ST AC 1970 178.3 WDWM3285
6 BLACKSMITH AC 1980 943.4 WDWM3346
6 ROCKWELL ST AC 1974 215.3 WDWM3379
6 NEWTON ST AC 1979 363.5 WDWM3731
6 HILLSIDE ST AC 1970 168.0 WDWM3732
6 HILLSIDE ST AC 1970 20.4 WDWM3733
6 DIPLOMAT AVE AC 1988 28.0 WDWM3735

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 DIPLOMAT AVE AC 1988 109.0 WDWM3736
6 BEDFORD CANYON RD PVC 1992 809.3 WDWM4844
6 GRAND VIEW ST AC 1970 382.0 WDWM4922
6 GRAND VIEW ST AC 1970 27.5 WDWM4923
6 DIPLOMAT AVE AC 1986 322.1 WDWM4925
6 EASEMENT AC 1970 618.2 WDWM4930
6 GRAND VIEW ST AC 1970 12.0 WDWM4933
6 GRAND VIEW ST AC 1970 343.5 WDWM4934
6 WASHINGTON ST AC 1986 304.1 WDWM4970
6 WILDLIFE LN CMLC 1996 367.6 WDWM6909
6 RUDELL RD SP 1961 7.7 WDWM7063
6 KATY WY PVC 1999 476.7 WDWM7094
6 KATY ST AC 1974 17.2 WDWM7097
6 KATY ST AC 1974 19.5 WDWM7098
6 CALICO CIR AC 1980 376.6 WDWM8753
6 SARSAPRILLA DR AC 1980 383.3 WDWM8754
6 CALICO CIR AC 1980 13.4 WDWM8764
6 SARSAPRILLA DR AC 1980 15.8 WDWM8765
6 CALICO CIR AC 1980 13.7 WDWM8766
6 CALICO CIR AC 1980 711.3 WDWM8787
6 LONG BRANCH RD AC 1980 225.9 WDWM8788
6 CALICO CIR AC 1980 269.8 WDWM8789
6 CALICO CIR AC 1980 14.8 WDWM8791
6 LONG BRANCH RD AC 1980 11.4 WDWM8793
6 CALICO CIR AC 1980 13.9 WDWM8794
6 BLACKSMITH AC 1980 259.1 WDWM8795
6 BLACKSMITH AC 1980 13.1 WDWM8797
6 ENVOY AVE AC 1969 11.6 WDWM8836
6 PARADISE LN SP 1964 71.4 WDWM8837
6 BOYD ST PVC 2002 308.0 WDWM8838
6 NEWTON ST AC 1977 568.5 WDWM8839
6 BOYD ST AC 1977 22.5 WDWM8840
6 BOYD ST AC 1977 23.0 WDWM8841
6 KAYNE ST AC 1979 304.4 WDWM8849
6 BOYD ST AC 1977 13.4 WDWM8850
6 WINTON ST AC 1978 292.3 WDWM8854
6 WINTON ST AC 1978 13.4 WDWM8856
6 BOBBITT ST AC 1977 13.4 WDWM8857
6 ROCKWELL ST AC 1964 7.3 WDWM8860
6 BOBBITT ST AC 1977 326.7 WDWM8861
6 BOYD ST AC 1964 19.0 WDWM8864
6 BOYD ST AC 1964 45.1 WDWM8866
6 HAMIL ST AC 1990 124.5 WDWM8867
6 BOYD ST AC 1964 537.7 WDWM8868
6 BOYD ST AC 1990 363.4 WDWM8869
6 LAYTON ST AC 1980 232.8 WDWM8870
6 STATE ST AC 1980 57.7 WDWM8902

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 BOYD ST AC 1980 23.9 WDWM8903
6 BOYD ST AC 1980 252.3 WDWM8906
6 AMBASSADOR AVE SP 1999 7.4 WDWM6533
6 BELLVIEW CT PVC 1984 427.7 WDWM6831
6 EVELYN ST PVC 1999 479.5 WDWM6982
6 EVELYN ST PVC 1997 23.6 WDWM6983
6 GRAND VIEW DR AC 1986 863.8 WDWM7095
6 KATY WY DIP 2011 4.4 WDWM7310
6 CONSUL AVE AC 1979 175.6 WDWM7997
6 CONSUL AVE AC 1979 727.4 WDWM7998
6 SMERBER RD AC 1984 410.7 WDWM7999
6 SAW MILL RD AC 1980 243.9 WDWM8750
6 WHISKEY CK AC 1980 425.9 WDWM8751
6 CALICO CIR AC 1980 398.8 WDWM8752
6 DRY GULCH RD AC 1980 13.6 WDWM8761
6 CALICO CIR AC 1980 13.2 WDWM8762
6 WHISKEY CK AC 1980 13.4 WDWM8763
6 BLACKSMITH AC 1980 324.6 WDWM8772
6 BLACKSMITH AC 1980 13.4 WDWM8773
6 BLACKSMITH AC 1980 13.5 WDWM8774
6 BLACKSMITH AC 1980 41.4 WDWM8775
6 BLACKSMITH AC 1980 13.7 WDWM8796
6 KLYNE ST AC 1980 20.2 WDWM8842
6 KLYNE ST AC 1980 560.9 WDWM8843
6 BOBBIT ST AC 1983 175.7 WDWM8844
6 KAYNE ST AC 1977 331.0 WDWM8845
6 KAYNE ST AC 1979 337.6 WDWM8846
6 CASE ST AC 1977 130.1 WDWM8847
6 CASE ST AC 1977 53.2 WDWM8848
6 NEWTON ST PVC 1979 4.0 WDWM8851
6 NEWTON ST PVC 1979 314.5 WDWM8852
6 CASE ST AC 1979 266.5 WDWM8853
6 WINTON ST AC 1983 279.3 WDWM8855
6 WINTON ST AC 1983 13.4 WDWM8858
6 ROCKWELL ST PVC 1990 13.5 WDWM8859
6 ROCKWELL ST PVC 1990 208.3 WDWM8862
6 ROCKWELL ST AC 1979 479.1 WDWM8863
6 ROCKWELL ST AC 1979 12.0 WDWM8865
6 BOYD ST AC 1980 23.6 WDWM8871
6 BOYD ST AC 1980 150.6 WDWM8872
6 LAYTON ST AC 1982 100.4 WDWM8873
6 LAYTON ST PVC 1990 411.5 WDWM8874
6 LAYTON ST PVC 1990 183.7 WDWM8875
6 SACKETT CT PVC 1990 209.5 WDWM8876
6 BOYD ST DIP 2004 7.6 WDWM8912
6 BOYD ST DIP 2004 7.4 WDWM8913
6 NEWTON ST AC 1979 15.5 WDWM8951

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 MARILYN DR AC 2020 2544.4 WDWM10678
6 MARILYN DR AC 1986 25.4 WDWM10679
6 STARNE RD AC 1980 9.1 WDWM10768
6 STARNE RD AC 1980 615.7 WDWM10771
6 WILDLIFE LN CMLC 1996 544.2 WDWM10804
6 STATE ST CMLC 1963 282.3 WDWM10805
6 STATE ST CMLC 1963 1548.0 WDWM10806
6 STATE ST AC 1976 1223.3 WDWM10807
6 DEVON CIR AC 1981 529.9 WDWM10808
6 EASEMENT CMLC 1965 17.0 WDWM10809
6 STATE ST AC 1976 12.1 WDWM10810
6 SMERBER RD CMLC 1965 530.9 WDWM10812
6 MY HI WY AC 1981 321.5 WDWM10813
6 SMERBER RD CMLC 1965 439.7 WDWM10814
6 QUAIL HILL DR CMLC 1964 658.4 WDWM10815
6 SMERBER RD CMLC 1965 459.2 WDWM10816
6 UNKNOWN AC 1980 39.2 WDWM10871
6 UNKNOWN AC 1980 29.1 WDWM10872
6 UNKNOWN AC 1980 29.1 WDWM10873
6 UNKNOWN AC 1980 24.9 WDWM10877
6 UNKNOWN AC 1980 25.7 WDWM10878
6 UNKNOWN AC 1980 26.0 WDWM10879
6 EASEMENT PVC 1976 13.7 WDWM2866
6 STATE ST AC 1987 468.5 WDWM10811
6 UNKNOWN CMLC 2015 3.2 UNKNOWN
6 UNKNOWN CMLC 2015 3.5 UNKNOWN
6 UNKNOWN CMLC 2015 14.0 UNKNOWN
8 ARCADIA ST PVC 2005 141.3 WDWM1151
8 FRANCISCA AV PVC 2005 586.0 WDWM1152
8 FRANCISCA AV PVC 2005 942.5 WDWM1153
8 ONTARIO AVE AC 1984 503.0 WDWM2805
8 GROVEWOOD DR ACP 1978 241.7 WDWM2808
8 GROVEWOOD DR ACP 1978 1431.8 WDWM2809
8 SHADOW GROVE CT ACP 1978 317.8 WDWM2810
8 RISING SUN RD ACP 1978 499.6 WDWM2811
8 RISING SUN RD AC 1978 779.3 WDWM2812
8 RISING SUN RD AC 1978 16.6 WDWM2813
8 CONSUL AVE AC 1969 145.6 WDWM2814
8 CONSUL AVE AC 1969 107.7 WDWM2824
8 RISING SUN RD ACP 1978 572.3 WDWM2830
8 EASEMENT SP 1965 128.9 WDWM2850
8 HIGH KNOLL CIR ACP 1978 346.5 WDWM2853
8 OLD TEMESCAL RD AC 1977 470.6 WDWM2882
8 STATE ST AC 1976 65.6 WDWM3425
8 POPPY ST AC 1978 54.9 WDWM3427
8 STATE ST AC 1976 281.7 WDWM3428
8 PALM AVE CMLC 1965 202.0 WDWM4916

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 PALM AVE CMLC 1965 334.4 WDWM4917
8 EASEMENT CMLC 1980 580.7 WDWM4918
8 AMBASSADOR AV PVC 1999 499.3 WDWM56
8 CONSUL AV PVC 1999 518.9 WDWM57
8 EASEMENT PVC 2006 476.8 WDWM1651
8 CONSUL AVE AC 1976 55.1 WDWM2825
8 CONSUL AVE AC 1976 257.6 WDWM2828
8 ONTARIO AV PVC 1956 6.8 WDWM2897
8 PIUTE CREEK DR AC 1984 438.3 WDWM3253
8 PIUTE CREEK DR AC 1984 310.6 WDWM3254
8 PIUTE CREEK DR AC 1984 308.5 WDWM3255
8 BOX CYN RD AC 1984 592.2 WDWM3256
8 PIUTE CREEK DR AC 1984 361.3 WDWM3262
8 HIGH WATER WY AC 1984 443.0 WDWM3263
8 DIPLOMAT AVE PVC 1995 11.5 WDWM3283
8 DIPLOMAT AVE PVC 1995 141.3 WDWM3284
8 ENVOY AVE AC 1988 414.2 WDWM3431
8 ENVOY AVE AC 1988 7.9 WDWM4920
8 CONSUL AVE AC 1970 1022.9 WDWM4921
8 ENVOY AVE AC 1986 390.5 WDWM4928
8 AMBROSIO CI PVC 2002 527.9 WDWM6828
8 WILDLIFE RD PVC 2002 282.5 WDWM6829
8 QUAIL HILL DR PVC 2003 478.0 WDWM6830
8 KATY WY DIP 2011 59.0 WDWM7309
8 MINNESOTA RD DIP 2012 6.7 WDWM7313
8 MINNESOTA RD DIP 2012 194.9 WDWM7314
8 EASEMENT PVC 2006 591.3 WDWM8032
8 UNKNOWN DIP 2007 33.5 WDWM8910
8 WINTON ST PVC 2004 268.0 WDWM8911
8 NEWTON ST AC 1992 177.8 WDWM8960
8 MARILYN DR DIP 1985 391.7 WDWM10680
8 MARILYN DR DIP 2014 1203.4 WDWM10681
8 SANTA ANITA ST PVC 2005 278.7 WDWM10698
8 WILDLIFE RD PVC 2002 19.9 WDWM10803
8 UNKNOWN PVC 2017 1380.9 WDWM11045
8 UNKNOWN PVC 2017 42.1 WDWM11046
8 UNKNOWN PVC 2017 33.4 WDWM11047
8 MARILYN DR DIP 2011 63.7 WDWM10677
8 UNKNOWN PVC 2009 299.6 WDWM10702
8 UNKNOWN PVC 2009 232.4 WDWM10703
8 UNKNOWN PVC 2009 263.7 WDWM10704
8 UNKNOWN PVC 2009 256.6 WDWM10705
8 UNKNOWN PVC 2009 353.8 WDWM10706
8 UNKNOWN PVC 2009 256.9 WDWM10707
8 UNKNOWN PVC 2009 301.3 WDWM10708
8 UNKNOWN PVC 2009 458.6 WDWM10709
8 UNKNOWN PVC 2009 19.5 WDWM10710

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 EL CERRITO RD DIP 2009 121.9 WDWM10711
8 UNKNOWN PVC 2000 219.5 WDWM10774
8 EASEMENT DIP 2015 143.4 WDWM10784
8 UNKNOWN PVC 2009 8.3 WDWM10869
8 RUDELL RD DIP 2015 1213.4 WDWM10870
8 UNKNOWN PVC 2014 917.3 UNKNOWN
8 UNKNOWN CMLC 2015 12.6 UNKNOWN
8 UNKNOWN CMLC 2015 19.9 UNKNOWN
8 UNKNOWN DIP 2019 184.2 UNKNOWN
10 LIBERTY ST SP 1964 1.5 WDWM2405
10 LIBERTY ST CMLC 1997 654.2 WDWM2854
10 LIBERTY ST CMLC 1974 28.1 WDWM2855
10 LIBERTY ST CMLC 1964 319.1 WDWM2871
10 LIBERTY ST CMLC 1964 340.6 WDWM2872
10 LIBERTY ST SP 1964 308.1 WDWM2873
10 UNKNOWN SP 1964 693.7 WDWM2878
10 ROCKWELL ST CMLC 1964 115.2 WDWM2879
10 LIBERTY ST CMLC 1964 13.9 WDWM2381
10 JOLORA AVE AC 1970 17.9 WDWM4963
10 JOLORA AVE AC 1969 1225.5 WDWM4977
10 TEMESCAL CYN RD CMLC 2002 18.1 WDWM9245
10 TEMESCAL CYN RD CMLC 2002 35.7 WDWM9246
10 LIBERTY ST CMLC 1964 647.7 WDWM7065
10 UNKNOWN CMLC 2015 113.1 UNKNOWN
12 FOOTHILL PY PVC 2001 465.0 WDWM247
12 FOOTHILL PY PVC 2001 644.9 WDWM248
12 FOOTHILL PY PVC 2001 16.5 WDWM249
12 FOOTHILL PY PVC 2001 13.7 WDWM250
12 FOOTHILL PY PVC 2001 37.9 WDWM251
12 UNKNOWN PVC 2005 313.0 WDWM962
12 FOOTHILL PY PVC 2001 635.0 WDWM1147
12 FOOTHILL PY PVC 2001 22.4 WDWM1148
12 FOOTHILL PY PVC 2001 15.3 WDWM1149
12 FOOTHILL PY PVC 2001 38.9 WDWM1150
12 FOOTHILL PY PVC 2001 15.9 WDWM1682
12 POPPY ST AC 1970 586.4 WDWM3423
12 POPPY ST AC 1970 44.1 WDWM3426
12 POPPY ST AC 1970 163.8 WDWM3429
12 POPPY ST AC 1970 1041.2 WDWM3430
12 TEMESCAL CYN RD AC 1969 1114.7 WDWM4956
12 TEMESCAL CYN RD AC 1969 71.6 WDWM4962
12 ONTARIO AVE AC 1969 16.1 WDWM7092
12 STATE ST AC 1970 392.6 WDWM6149
12 STATE ST AC 1970 346.2 WDWM6150
12 STATE ST AC 1970 84.6 WDWM6832
12 FOOTHILL PY PVC 2001 354.6 WDWM6981
12 TEMESCAL CANYON RD PVC 2003 10.0 WDWM6984

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 12 TEMESCAL CANYON RD PVC 2003 875.8 WDWM6985
12 UNKNOWN PVC 2002 129.6 WDWM6989
12 TEMESCAL CANYON RD PVC 2003 730.4 WDWM7021
12 UNKNOWN DIP 2002 189.2 WDWM7037
12 FOOTHILL PY PVC 2001 801.4 WDWM7091
12 ONTARIO AVE AC 1969 482.6 WDWM7093
12 MINNESOTA RD SP 1978 49.8 WDWM7144
12 EL CERRITO RD DIP 2011 71.3 WDWM7308
12 EL CERRITO RD DIP 2011 507.9 WDWM7311
12 EL CERRITO RD DIP 2011 453.5 WDWM7312
12 FOOTHILL PY PVC 2001 5.8 WDWM7372
12 TEMESCAL CANYON RD PVC 2005 118.4 WDWM7433
12 FOOTHILL PY PVC 2001 483.3 WDWM10772
12 FOOTHILL PY PVC 2001 213.2 WDWM10773
12 FOOTHILL PY PVC 2001 8.1 WDWM10775
12 FOOTHILL PY PVC 2001 192.5 WDWM10776
12 UNKNOWN CMLC 2015 833.7 UNKNOWN
12 UNKNOWN CMLC 2015 795.0 UNKNOWN
12 UNKNOWN CMLC 2015 425.1 UNKNOWN
12 UNKNOWN CMLC 2015 522.1 UNKNOWN
12 UNKNOWN CMLC 2015 649.3 UNKNOWN
12 UNKNOWN CMLC 2015 14.4 UNKNOWN
12 UNKNOWN CMLC 2015 13.5 UNKNOWN
12 FOOTHILL PY PVC 2001 7.6 WDWM1682
12 UNKNOWN PVC 2015 184.0 UNKNOWN
16 BEDFORD CANYON RD CMLC 2000 3769.9 WDWM10158
16 FOOTHILL PY DIP 2015 351.1 WDWM10782
16 UNKNOWN CMLC 2015 73.9 UNKNOWN
20 ONTARIO AVE CMLC 1978 24.0 WDWM9266
20 ONTARIO AVE CMLC 1978 108.7 WDWM9269
20 ONTARIO AVE CMLC 1978 1072.3 WDWM9271
20 ONTARIO AVE CMLC 1978 327.4 WDWM9272
20 TEMESCAL CYN RD CMLC 1978 1105.1 WDWM9273
20 TEMESCAL CYN RD CMLC 1978 76.4 WDWM9274
20 TEMESCAL CYN RD CMLC 1978 779.2 WDWM9275
20 TEMESCAL CYN RD CMLC 1978 1679.7 WDWM9295
20 ONTARIO AVE CMLC 1978 526.4 WDWM9448
20 ONTARIO AVE CMLC 1978 173.9 WDWM9455
20 ONTARIO AVE CMLC 1978 162.8 WDWM9458
20 ONTARIO AVE CMLC 1978 180.3 WDWM9459
20 TEMESCAL CYN RD CMLC 1978 10.0 WDWM9763
20 TEMESCAL CYN RD CMLC 1978 14.5 WDWM9764
20 ONTARIO AVE CMLC 1978 442.8 WDWM9267
20 ONTARIO AVE CMLC 1978 397.2 WDWM9268
20 ONTARIO AVE CMLC 1978 371.1 WDWM9270
20 ONTARIO AVE CMLC 1978 336.2 WDWM9454
30 CHASE DR SP 2002 767.8 WDWM7326

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 30 CHASE DR CMLC 1993 1773.1 WDWM9910
30 CHASE DR CMLC 1993 105.3 WDWM9911
30 TEMESCAL CYN RD CMLC 1993 2348.0 WDWM9914
30 TEMESCAL CYN RD CMLC 1993 79.8 WDWM9915
30 TEMESCAL CYN RD CMLC 1993 6.9 WDWM9916
30 TEMESCAL CYN RD CMLC 1993 10.7 WDWM10279
30 TEMESCAL CYN RD CMLC 1993 2.1 WDWM10280
30 ONTARIO AVE CMLC 1993 1106.5 WDWM10284
30 CHASE DR CMLC 1993 1028.7 WDWM10285
30 CHASE DR CMLC 1993 1810.3 WDWM10286
30 CHASE DR CMLC 1993 300.4 WDWM10765
Table 9 – Summary of El Cerrito Pipeline Install Years
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 2 EASEMENT SP 1943 487.6 WDWM4981
1 EASEMENT SP 1952 51.1 WDWM4982
1 EASEMENT SP 1952 237.9 WDWM4983
4 ARCADIA ST SP 1952 36.8 WDWM6282
4 ARCADIA ST SP 1952 64.2 WDWM6417
4 ARCADIA ST SP 1952 11.1 WDWM6418
4 EASEMENT SP 1952 575.4 WDWM6419
4 EASEMENT SP 1952 643.1 WDWM6423
4 ARCADIA ST SP 1952 16.8 WDWM6424
6 JOLORA AVE SP 1952 416.4 WDWM4961
2 MINNESOTA RD SP 1955 486.8 WDWM7192
4 KATY ST AC 1956 484.9 WDWM7096
8 ONTARIO AV PVC 1956 6.8 WDWM2897
4 ARCADIA ST CMLC 1958 10.4 WDWM6281
4 ARCADIA ST CMLC 1958 411.1 WDWM6415
4 CARMELITA AVE CMLC 1958 1719.7 WDWM6416
4 CARMELITA AVE CMLC 1958 310.8 WDWM7077
6 TEMESCAL CYN RD CMLC 1958 19.8 WDWM4960
6 TEMESCAL CYN RD CMLC 1958 851.8 WDWM4966
6 TEMESCAL CYN RD CMLC 1958 766.8 WDWM4967
2 EASEMENT SP 1959 326.5 WDWM2816
2 EASEMENT SP 1959 38.8 WDWM2817
2 EASEMENT SP 1959 13.4 WDWM3280
2 HILLSIDE ST SP 1959 187.5 WDWM3734
2 GRAND VIEW ST SP 1959 202.3 WDWM4906
2 GRAND VIEW ST SP 1959 177.1 WDWM4907
2 CONSUL AVE SP 1959 207.9 WDWM4908
2 EASEMENT SP 1959 355.7 WDWM4932
2 GRAND VIEW ST SP 1959 171.1 WDWM4935
6 BEL AIR RD CMLC 1961 1248.2 WDWM2891
6 TEMESCAL CYN RD CMLC 1961 307.9 WDWM4969
6 EASEMENT CMLC 1961 1250.0 WDWM4976
6 RUDELL RD SP 1961 7.7 WDWM7063

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 4 EASEMENT SP 1963 12.7 WDWM6243
4 EASEMENT SP 1963 11.5 WDWM6271
4 EASEMENT SP 1963 366.2 WDWM6280
6 ENVOY AVE SP 1963 16.6 WDWM2821
6 ENVOY AVE SP 1963 643.0 WDWM2822
6 ENVOY AVE SP 1963 390.6 WDWM2826
6 ENVOY AVE SP 1963 444.6 WDWM2846
6 ENVOY AVE SP 1963 324.6 WDWM4909
6 QUEBEC AVE SP 1963 1237.2 WDWM4910
6 STROH AVE SP 1963 1228.7 WDWM4911
6 LYLE AVE AC 1963 831.3 WDWM4919
6 STATE ST CMLC 1963 282.3 WDWM10805
6 STATE ST CMLC 1963 1548.0 WDWM10806
4 WASHINGTON ST AC 1964 508.5 WDWM6414
6 HILLSIDE ST AC 1964 318.2 WDWM2823
6 HILLSIDE ST AC 1964 329.0 WDWM2847
6 HILLSIDE ST AC 1964 331.4 WDWM2848
6 HILLSIDE ST AC 1964 14.8 WDWM2849
6 CORONA ST AC 1964 23.2 WDWM2860
6 CORONA ST AC 1964 647.3 WDWM2862
6 CORONA ST AC 1964 653.7 WDWM2863
6 BEDFORD CYN RD AC 1964 472.4 WDWM2865
6 BEDFORD CYN RD AC 1964 8.7 WDWM2868
6 ROCKWELL ST AC 1964 581.3 WDWM2880
6 DIPLOMAT AVE SP 1964 354.5 WDWM4924
6 PARADISE LN SP 1964 348.1 WDWM4927
6 PARADISE LN SP 1964 71.4 WDWM8837
6 ROCKWELL ST AC 1964 7.3 WDWM8860
6 BOYD ST AC 1964 19.0 WDWM8864
6 BOYD ST AC 1964 45.1 WDWM8866
6 BOYD ST AC 1964 537.7 WDWM8868
6 QUAIL HILL DR CMLC 1964 658.4 WDWM10815
10 LIBERTY ST SP 1964 1.5 WDWM2405
10 LIBERTY ST CMLC 1964 319.1 WDWM2871
10 LIBERTY ST CMLC 1964 340.6 WDWM2872
10 LIBERTY ST SP 1964 308.1 WDWM2873
10 UNKNOWN SP 1964 693.7 WDWM2878
10 ROCKWELL ST CMLC 1964 115.2 WDWM2879
10 LIBERTY ST CMLC 1964 13.9 WDWM2381
10 LIBERTY ST CMLC 1964 647.7 WDWM7065
6 POPPY ST SP 1965 301.4 WDWM4912
6 POPPY ST SP 1965 105.7 WDWM4913
6 POPPY ST SP 1965 27.1 WDWM4914
6 POPPY ST SP 1965 179.0 WDWM4915
6 EASEMENT CMLC 1965 17.0 WDWM10809
6 SMERBER RD CMLC 1965 530.9 WDWM10812
6 SMERBER RD CMLC 1965 439.7 WDWM10814

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 SMERBER RD CMLC 1965 459.2 WDWM10816
8 EASEMENT SP 1965 128.9 WDWM2850
8 PALM AVE CMLC 1965 202.0 WDWM4916
8 PALM AVE CMLC 1965 334.4 WDWM4917
6 RITA ST AC 1966 38.0 WDWM4972
6 ARCADIA ST AC 1966 54.8 WDWM4973
6 ARCADIA ST AC 1966 1001.2 WDWM4974
6 RITA ST AC 1966 343.3 WDWM4990
6 RITA ST AC 1966 174.2 WDWM4991
2 EASEMENT SP 1969 237.4 WDWM4984
4 JOLORA AVE CIPP 1969 279.4 WDWM6420
6 ENVOY AVE AC 1969 307.0 WDWM4929
6 ENVOY AVE AC 1969 11.6 WDWM8836
8 CONSUL AVE AC 1969 145.6 WDWM2814
8 CONSUL AVE AC 1969 107.7 WDWM2824
10 JOLORA AVE AC 1969 1225.5 WDWM4977
12 TEMESCAL CYN RD AC 1969 1114.7 WDWM4956
12 TEMESCAL CYN RD AC 1969 71.6 WDWM4962
12 ONTARIO AVE AC 1969 16.1 WDWM7092
12 ONTARIO AVE AC 1969 482.6 WDWM7093
6 HILLSIDE ST AC 1970 185.4 WDWM2815
6 HILLSIDE ST AC 1970 9.7 WDWM2818
6 HILLSIDE ST AC 1970 206.4 WDWM2820
6 HILLSIDE ST AC 1970 178.3 WDWM3285
6 HILLSIDE ST AC 1970 168.0 WDWM3732
6 HILLSIDE ST AC 1970 20.4 WDWM3733
6 GRAND VIEW ST AC 1970 382.0 WDWM4922
6 GRAND VIEW ST AC 1970 27.5 WDWM4923
6 EASEMENT AC 1970 618.2 WDWM4930
6 GRAND VIEW ST AC 1970 12.0 WDWM4933
6 GRAND VIEW ST AC 1970 343.5 WDWM4934
8 CONSUL AVE AC 1970 1022.9 WDWM4921
10 JOLORA AVE AC 1970 17.9 WDWM4963
12 POPPY ST AC 1970 586.4 WDWM3423
12 POPPY ST AC 1970 44.1 WDWM3426
12 POPPY ST AC 1970 163.8 WDWM3429
12 POPPY ST AC 1970 1041.2 WDWM3430
12 STATE ST AC 1970 392.6 WDWM6149
12 STATE ST AC 1970 346.2 WDWM6150
12 STATE ST AC 1970 84.6 WDWM6832
6 EASEMENT ACP 1972 495.9 WDWM4931
6 TEMESCAL CYN RD AC 1972 57.1 WDWM4957
6 GRANT ST AC 1972 321.9 WDWM4959
6 TEMESCAL CYN RD AC 1972 15.0 WDWM4964
6 JOLORA AVE AC 1972 447.0 WDWM4965
6 GRANT ST AC 1972 1324.0 WDWM4971
4 EASEMENT AC 1973 338.0 WDWM6410

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 MINNESOTA RD AC 1973 14.4 WDWM4953
6 MINNESOTA RD AC 1973 183.5 WDWM4975
4 KATY ST AC 1974 13.7 WDWM6412
6 LAYTON ST AC 1974 270.7 WDWM2874
6 LAYTON ST AC 1974 618.9 WDWM2877
6 FRANCES ST AC 1974 15.3 WDWM4954
6 FRANCES ST AC 1974 674.6 WDWM4980
6 ROCKWELL ST AC 1974 13.8 WDWM2380
6 ROCKWELL ST AC 1974 215.3 WDWM3379
6 KATY ST AC 1974 17.2 WDWM7097
6 KATY ST AC 1974 19.5 WDWM7098
10 LIBERTY ST CMLC 1974 28.1 WDWM2855
6 DIPLOMAT AVE AC 1975 124.3 WDWM4926
4 ORANGE ST AC 1976 189.2 WDWM6283
6 STATE ST AC 1976 192.8 WDWM2852
6 NEWTON ST AC 1976 298.0 WDWM2856
6 BOYD ST AC 1976 162.9 WDWM2861
6 BEDFORD CYN RD AC 1976 450.4 WDWM2864
6 EASEMENT AC 1976 299.4 WDWM2867
6 BEL AIR RD CMLC 1976 29.1 WDWM2892
6 BEL AIR DR CMLC 1976 628.5 WDWM2894
6 DIPLOMAT AVE AC 1976 396.2 WDWM3281
6 STATE ST AC 1976 1223.3 WDWM10807
6 STATE ST AC 1976 12.1 WDWM10810
6 EASEMENT PVC 1976 13.7 WDWM2866
8 STATE ST AC 1976 65.6 WDWM3425
8 STATE ST AC 1976 281.7 WDWM3428
8 CONSUL AVE AC 1976 55.1 WDWM2825
8 CONSUL AVE AC 1976 257.6 WDWM2828
6 BOBBITT ST AC 1977 315.2 WDWM2385
6 BOYD ST AC 1977 316.6 WDWM2859
6 KAYNE ST AC 1977 14.6 WDWM2382
6 NEWTON ST AC 1977 443.3 WDWM2857
6 KLYNE ST AC 1977 625.9 WDWM2858
6 KAYNE ST AC 1977 616.9 WDWM2875
6 CASE ST AC 1977 1125.4 WDWM2876
6 BEL AIR DR AC 1977 449.5 WDWM2893
6 NEWTON ST AC 1977 568.5 WDWM8839
6 BOYD ST AC 1977 22.5 WDWM8840
6 BOYD ST AC 1977 23.0 WDWM8841
6 BOYD ST AC 1977 13.4 WDWM8850
6 BOBBITT ST AC 1977 13.4 WDWM8857
6 BOBBITT ST AC 1977 326.7 WDWM8861
6 KAYNE ST AC 1977 331.0 WDWM8845
6 CASE ST AC 1977 130.1 WDWM8847
6 CASE ST AC 1977 53.2 WDWM8848
8 OLD TEMESCAL RD AC 1977 470.6 WDWM2882

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 POPPY ST AC 1978 1045.4 WDWM2851
6 POPPY ST AC 1978 237.1 WDWM3424
6 TEMESCAL CYN RD CMLC 1978 58.2 WDWM4958
6 ONTARIO AVE SP 1978 49.0 WDWM2827
6 AMBASSADOR AVE AC 1978 137.4 WDWM2829
6 WINTON ST AC 1978 292.3 WDWM8854
6 WINTON ST AC 1978 13.4 WDWM8856
8 GROVEWOOD DR ACP 1978 241.7 WDWM2808
8 GROVEWOOD DR ACP 1978 1431.8 WDWM2809
8 SHADOW GROVE CT ACP 1978 317.8 WDWM2810
8 RISING SUN RD ACP 1978 499.6 WDWM2811
8 RISING SUN RD AC 1978 779.3 WDWM2812
8 RISING SUN RD AC 1978 16.6 WDWM2813
8 RISING SUN RD ACP 1978 572.3 WDWM2830
8 HIGH KNOLL CIR ACP 1978 346.5 WDWM2853
8 POPPY ST AC 1978 54.9 WDWM3427
12 MINNESOTA RD SP 1978 49.8 WDWM7144
20 ONTARIO AVE CMLC 1978 24.0 WDWM9266
20 ONTARIO AVE CMLC 1978 108.7 WDWM9269
20 ONTARIO AVE CMLC 1978 1072.3 WDWM9271
20 ONTARIO AVE CMLC 1978 327.4 WDWM9272
20 TEMESCAL CYN RD CMLC 1978 1105.1 WDWM9273
20 TEMESCAL CYN RD CMLC 1978 76.4 WDWM9274
20 TEMESCAL CYN RD CMLC 1978 779.2 WDWM9275
20 TEMESCAL CYN RD CMLC 1978 1679.7 WDWM9295
20 ONTARIO AVE CMLC 1978 526.4 WDWM9448
20 ONTARIO AVE CMLC 1978 173.9 WDWM9455
20 ONTARIO AVE CMLC 1978 162.8 WDWM9458
20 ONTARIO AVE CMLC 1978 180.3 WDWM9459
20 TEMESCAL CYN RD CMLC 1978 10.0 WDWM9763
20 TEMESCAL CYN RD CMLC 1978 14.5 WDWM9764
20 ONTARIO AVE CMLC 1978 442.8 WDWM9267
20 ONTARIO AVE CMLC 1978 397.2 WDWM9268
20 ONTARIO AVE CMLC 1978 371.1 WDWM9270
20 ONTARIO AVE CMLC 1978 336.2 WDWM9454
6 ARCADIA ST AC 1979 409.8 WDWM4989
6 NEWTON ST AC 1979 363.5 WDWM3731
6 KAYNE ST AC 1979 304.4 WDWM8849
6 CONSUL AVE AC 1979 175.6 WDWM7997
6 CONSUL AVE AC 1979 727.4 WDWM7998
6 KAYNE ST AC 1979 337.6 WDWM8846
6 NEWTON ST PVC 1979 4.0 WDWM8851
6 NEWTON ST PVC 1979 314.5 WDWM8852
6 CASE ST AC 1979 266.5 WDWM8853
6 ROCKWELL ST AC 1979 479.1 WDWM8863
6 ROCKWELL ST AC 1979 12.0 WDWM8865
6 NEWTON ST AC 1979 15.5 WDWM8951

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 4 WILTON ST AC 1980 124.2 WDWM8877
6 CALICO CIR AC 1980 337.4 WDWM2378
6 BEDFORD CYN RD AC 1980 22.4 WDWM2869
6 BEDFORD CYN RD AC 1980 119.0 WDWM3712
6 BEDFORD CYN RD AC 1980 343.7 WDWM3713
6 DRY GULCH RD AC 1980 659.9 WDWM2376
6 KLYNE ST AC 1980 457.5 WDWM2870
6 BLACKSMITH AC 1980 943.4 WDWM3346
6 CALICO CIR AC 1980 376.6 WDWM8753
6 SARSAPRILLA DR AC 1980 383.3 WDWM8754
6 CALICO CIR AC 1980 13.4 WDWM8764
6 SARSAPRILLA DR AC 1980 15.8 WDWM8765
6 CALICO CIR AC 1980 13.7 WDWM8766
6 CALICO CIR AC 1980 711.3 WDWM8787
6 LONG BRANCH RD AC 1980 225.9 WDWM8788
6 CALICO CIR AC 1980 269.8 WDWM8789
6 CALICO CIR AC 1980 14.8 WDWM8791
6 LONG BRANCH RD AC 1980 11.4 WDWM8793
6 CALICO CIR AC 1980 13.9 WDWM8794
6 BLACKSMITH AC 1980 259.1 WDWM8795
6 BLACKSMITH AC 1980 13.1 WDWM8797
6 LAYTON ST AC 1980 232.8 WDWM8870
6 STATE ST AC 1980 57.7 WDWM8902
6 BOYD ST AC 1980 23.9 WDWM8903
6 BOYD ST AC 1980 252.3 WDWM8906
6 SAW MILL RD AC 1980 243.9 WDWM8750
6 WHISKEY CK AC 1980 425.9 WDWM8751
6 CALICO CIR AC 1980 398.8 WDWM8752
6 DRY GULCH RD AC 1980 13.6 WDWM8761
6 CALICO CIR AC 1980 13.2 WDWM8762
6 WHISKEY CK AC 1980 13.4 WDWM8763
6 BLACKSMITH AC 1980 324.6 WDWM8772
6 BLACKSMITH AC 1980 13.4 WDWM8773
6 BLACKSMITH AC 1980 13.5 WDWM8774
6 BLACKSMITH AC 1980 41.4 WDWM8775
6 BLACKSMITH AC 1980 13.7 WDWM8796
6 KLYNE ST AC 1980 20.2 WDWM8842
6 KLYNE ST AC 1980 560.9 WDWM8843
6 BOYD ST AC 1980 23.6 WDWM8871
6 BOYD ST AC 1980 150.6 WDWM8872
6 STARNE RD AC 1980 9.1 WDWM10768
6 STARNE RD AC 1980 615.7 WDWM10771
6 UNKNOWN AC 1980 39.2 WDWM10871
6 UNKNOWN AC 1980 29.1 WDWM10872
6 UNKNOWN AC 1980 29.1 WDWM10873
6 UNKNOWN AC 1980 24.9 WDWM10877
6 UNKNOWN AC 1980 25.7 WDWM10878

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 UNKNOWN AC 1980 26.0 WDWM10879
8 EASEMENT CMLC 1980 580.7 WDWM4918
6 WINTON ST AC 1981 55.1 WDWM2383
6 WINTON ST AC 1981 151.8 WDWM2384
6 DEVON CIR AC 1981 529.9 WDWM10808
6 MY HI WY AC 1981 321.5 WDWM10813
6 LAYTON ST AC 1982 100.4 WDWM8873
6 KATY ST AC 1983 365.9 WDWM4952
6 KATY ST AC 1983 13.5 WDWM4955
6 BOBBIT ST AC 1983 175.7 WDWM8844
6 WINTON ST AC 1983 279.3 WDWM8855
6 WINTON ST AC 1983 13.4 WDWM8858
4 PIUTE CREEK DR AC 1984 288.9 WDWM6311
4 BOX CYN RD AC 1984 1126.4 WDWM6312
6 BOX CYN RD AC 1984 294.1 WDWM3257
6 BOX CYN RD AC 1984 575.9 WDWM3258
6 GINGERSNAP DR AC 1984 302.5 WDWM3259
6 SPINDLETOP DR AC 1984 424.4 WDWM3260
6 BOX CYN RD AC 1984 276.5 WDWM3261
6 PIUTE CREEK DR AC 1984 1754.2 WDWM3264
6 BELLVIEW CT PVC 1984 427.7 WDWM6831
6 SMERBER RD AC 1984 410.7 WDWM7999
8 ONTARIO AVE AC 1984 503.0 WDWM2805
8 PIUTE CREEK DR AC 1984 438.3 WDWM3253
8 PIUTE CREEK DR AC 1984 310.6 WDWM3254
8 PIUTE CREEK DR AC 1984 308.5 WDWM3255
8 BOX CYN RD AC 1984 592.2 WDWM3256
8 PIUTE CREEK DR AC 1984 361.3 WDWM3262
8 HIGH WATER WY AC 1984 443.0 WDWM3263
8 MARILYN DR DIP 1985 391.7 WDWM10680
6 DIPLOMAT AVE AC 1986 322.1 WDWM4925
6 WASHINGTON ST AC 1986 304.1 WDWM4970
6 GRAND VIEW DR AC 1986 863.8 WDWM7095
6 MARILYN DR AC 1986 25.4 WDWM10679
8 ENVOY AVE AC 1986 390.5 WDWM4928
6 CASE ST PVC 1987 140.3 WDWM4628
6 STATE ST AC 1987 468.5 WDWM10811
6 DIPLOMAT AVE AC 1988 28.0 WDWM3735
6 DIPLOMAT AVE AC 1988 109.0 WDWM3736
8 ENVOY AVE AC 1988 414.2 WDWM3431
8 ENVOY AVE AC 1988 7.9 WDWM4920
6 HAMIL ST AC 1990 124.5 WDWM8867
6 BOYD ST AC 1990 363.4 WDWM8869
6 ROCKWELL ST PVC 1990 13.5 WDWM8859
6 ROCKWELL ST PVC 1990 208.3 WDWM8862
6 LAYTON ST PVC 1990 411.5 WDWM8874
6 LAYTON ST PVC 1990 183.7 WDWM8875

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 SACKETT CT PVC 1990 209.5 WDWM8876
4 CARMELITA AVE AC 1991 118.8 WDWM7078
6 BEDFORD CANYON RD PVC 1992 809.3 WDWM4844
8 NEWTON ST AC 1992 177.8 WDWM8960
30 CHASE DR CMLC 1993 1773.1 WDWM9910
30 CHASE DR CMLC 1993 105.3 WDWM9911
30 TEMESCAL CYN RD CMLC 1993 2348.0 WDWM9914
30 TEMESCAL CYN RD CMLC 1993 79.8 WDWM9915
30 TEMESCAL CYN RD CMLC 1993 6.9 WDWM9916
30 TEMESCAL CYN RD CMLC 1993 10.7 WDWM10279
30 TEMESCAL CYN RD CMLC 1993 2.1 WDWM10280
30 ONTARIO AVE CMLC 1993 1106.5 WDWM10284
30 CHASE DR CMLC 1993 1028.7 WDWM10285
30 CHASE DR CMLC 1993 1810.3 WDWM10286
30 CHASE DR CMLC 1993 300.4 WDWM10765
8 DIPLOMAT AVE PVC 1995 11.5 WDWM3283
8 DIPLOMAT AVE PVC 1995 141.3 WDWM3284
6 WILDLIFE LN CMLC 1996 367.6 WDWM6909
6 WILDLIFE LN CMLC 1996 544.2 WDWM10804
4 KATY ST AC 1997 333.7 WDWM6411
4 KATY ST AC 1997 15.0 WDWM6421
4 KATY ST AC 1997 7.4 WDWM6422
6 EASEMENT AC 1997 158.0 WDWM2819
6 DIPLOMAT AVE AC 1997 519.0 WDWM3282
6 EVELYN ST PVC 1997 23.6 WDWM6983
10 LIBERTY ST CMLC 1997 654.2 WDWM2854
6 DIPLOMAT AV PVC 1999 173.6 WDWM58
6 KATY WY PVC 1999 476.7 WDWM7094
6 AMBASSADOR AVE SP 1999 7.4 WDWM6533
6 EVELYN ST PVC 1999 479.5 WDWM6982
8 AMBASSADOR AV PVC 1999 499.3 WDWM56
8 CONSUL AV PVC 1999 518.9 WDWM57
8 UNKNOWN PVC 2000 219.5 WDWM10774
16 BEDFORD CANYON RD CMLC 2000 3769.9 WDWM10158
6 UNKNOWN PVC 2001 10.3 WDWM120
6 ROCKWELL ST PVC 2001 29.0 WDWM182
12 FOOTHILL PY PVC 2001 465.0 WDWM247
12 FOOTHILL PY PVC 2001 644.9 WDWM248
12 FOOTHILL PY PVC 2001 16.5 WDWM249
12 FOOTHILL PY PVC 2001 13.7 WDWM250
12 FOOTHILL PY PVC 2001 37.9 WDWM251
12 FOOTHILL PY PVC 2001 635.0 WDWM1147
12 FOOTHILL PY PVC 2001 22.4 WDWM1148
12 FOOTHILL PY PVC 2001 15.3 WDWM1149
12 FOOTHILL PY PVC 2001 38.9 WDWM1150
12 FOOTHILL PY PVC 2001 15.9 WDWM1682
12 FOOTHILL PY PVC 2001 354.6 WDWM6981

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 12 FOOTHILL PY PVC 2001 801.4 WDWM7091
12 FOOTHILL PY PVC 2001 5.8 WDWM7372
12 FOOTHILL PY PVC 2001 483.3 WDWM10772
12 FOOTHILL PY PVC 2001 213.2 WDWM10773
12 FOOTHILL PY PVC 2001 8.1 WDWM10775
12 FOOTHILL PY PVC 2001 192.5 WDWM10776
12 FOOTHILL PY PVC 2001 7.6 WDWM1682
6 TEMESCAL CYN RD CMLC 2002 144.9 WDWM4968
6 BOYD ST PVC 2002 308.0 WDWM8838
8 AMBROSIO CI PVC 2002 527.9 WDWM6828
8 WILDLIFE RD PVC 2002 282.5 WDWM6829
8 WILDLIFE RD PVC 2002 19.9 WDWM10803
10 TEMESCAL CYN RD CMLC 2002 18.1 WDWM9245
10 TEMESCAL CYN RD CMLC 2002 35.7 WDWM9246
12 UNKNOWN PVC 2002 129.6 WDWM6989
12 UNKNOWN DIP 2002 189.2 WDWM7037
30 CHASE DR SP 2002 767.8 WDWM7326
8 QUAIL HILL DR PVC 2003 478.0 WDWM6830
12 TEMESCAL CANYON RD PVC 2003 10.0 WDWM6984
12 TEMESCAL CANYON RD PVC 2003 875.8 WDWM6985
12 TEMESCAL CANYON RD PVC 2003 730.4 WDWM7021
6 BOYD ST DIP 2004 7.6 WDWM8912
6 BOYD ST DIP 2004 7.4 WDWM8913
8 WINTON ST PVC 2004 268.0 WDWM8911
8 ARCADIA ST PVC 2005 141.3 WDWM1151
8 FRANCISCA AV PVC 2005 586.0 WDWM1152
8 FRANCISCA AV PVC 2005 942.5 WDWM1153
8 SANTA ANITA ST PVC 2005 278.7 WDWM10698
12 UNKNOWN PVC 2005 313.0 WDWM962
12 TEMESCAL CANYON RD PVC 2005 118.4 WDWM7433
8 EASEMENT PVC 2006 476.8 WDWM1651
8 EASEMENT PVC 2006 591.3 WDWM8032
8 UNKNOWN DIP 2007 33.5 WDWM8910
4 CORONITA ST CMLC 2008 250.9 WDWM6413
8 UNKNOWN PVC 2009 299.6 WDWM10702
8 UNKNOWN PVC 2009 232.4 WDWM10703
8 UNKNOWN PVC 2009 263.7 WDWM10704
8 UNKNOWN PVC 2009 256.6 WDWM10705
8 UNKNOWN PVC 2009 353.8 WDWM10706
8 UNKNOWN PVC 2009 256.9 WDWM10707
8 UNKNOWN PVC 2009 301.3 WDWM10708
8 UNKNOWN PVC 2009 458.6 WDWM10709
8 UNKNOWN PVC 2009 19.5 WDWM10710
8 EL CERRITO RD DIP 2009 121.9 WDWM10711
8 UNKNOWN PVC 2009 8.3 WDWM10869
6 KATY WY DIP 2011 4.4 WDWM7310
8 KATY WY DIP 2011 59.0 WDWM7309

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 MARILYN DR DIP 2011 63.7 WDWM10677
12 EL CERRITO RD DIP 2011 71.3 WDWM7308
12 EL CERRITO RD DIP 2011 507.9 WDWM7311
12 EL CERRITO RD DIP 2011 453.5 WDWM7312
8 MINNESOTA RD DIP 2012 6.7 WDWM7313
8 MINNESOTA RD DIP 2012 194.9 WDWM7314
8 MARILYN DR DIP 2014 1203.4 WDWM10681
8 UNKNOWN PVC 2014 917.3 UNKNOWN
4 UNKNOWN CMLC 2015 34.5 UNKNOWN
6 UNKNOWN CMLC 2015 3.2 UNKNOWN
6 UNKNOWN CMLC 2015 3.5 UNKNOWN
6 UNKNOWN CMLC 2015 14.0 UNKNOWN
8 EASEMENT DIP 2015 143.4 WDWM10784
8 RUDELL RD DIP 2015 1213.4 WDWM10870
8 UNKNOWN CMLC 2015 12.6 UNKNOWN
8 UNKNOWN CMLC 2015 19.9 UNKNOWN
10 UNKNOWN CMLC 2015 113.1 UNKNOWN
12 UNKNOWN CMLC 2015 833.7 UNKNOWN
12 UNKNOWN CMLC 2015 795.0 UNKNOWN
12 UNKNOWN CMLC 2015 425.1 UNKNOWN
12 UNKNOWN CMLC 2015 522.1 UNKNOWN
12 UNKNOWN CMLC 2015 649.3 UNKNOWN
12 UNKNOWN CMLC 2015 14.4 UNKNOWN
12 UNKNOWN CMLC 2015 13.5 UNKNOWN
12 UNKNOWN PVC 2015 184.0 UNKNOWN
16 FOOTHILL PY DIP 2015 351.1 WDWM10782
16 UNKNOWN CMLC 2015 73.9 UNKNOWN
8 UNKNOWN PVC 2017 1380.9 WDWM11045
8 UNKNOWN PVC 2017 42.1 WDWM11046
8 UNKNOWN PVC 2017 33.4 WDWM11047
8 UNKNOWN DIP 2019 184.2 UNKNOWN
6 MARILYN DR AC 2020 2544.4 WDWM10678

Area of Concern: Downtown
Table 10– Summary of Downtown Pipeline Diameters Less than 8 Inches DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 2 EASEMENT SP 1925 19.9 WDWM3878
2 EASEMENT SP 1925 397.2 WDWM3886
2 EASEMENT SP 1925 379.2 WDWM3896
2 EASEMENT SP 1925 8.7 WDWM3913
2 UNKNOWN SP 1925 160.1 WDWM3961
2 UNKNOWN SP 1925 112.9 WDWM3962
2 MERRILL ST SP 1949 58.8 WDWM3963
2 ALLEY SP 1925 234.7 WDWM3964
2 MERRILL ST PVC 1949 93.7 WDWM3965
2 MERRILL ST SP 1949 491.5 WDWM4138
2 UNKNOWN SP 1925 510.0 WDWM4140
2 EASEMENT SP 1925 14.1 WDWM4221
2 QUARRY ST SP 1925 252.3 WDWM4301
2 EASEMENT SP 1925 377.4 WDWM4303
2 E GRAND BLVD SP 1932 176.6 WDWM4304
2 EASEMENT SP 1925 123.1 WDWM4305
2 EASEMENT SP 1925 374.4 WDWM4322
2 EASEMENT SP 1925 768.1 WDWM4325
2 EASEMENT SP 1925 768.1 WDWM4326
2 EASEMENT SP 1925 395.3 WDWM4327
2 EASEMENT SP 1925 552.7 WDWM4328
2 EASEMENT SP 1925 383.4 WDWM4334
2 EASEMENT SP 1925 553.9 WDWM4335
2 EASEMENT SP 1925 21.4 WDWM4336
2 EASEMENT SP 1925 63.2 WDWM4337
2 EASEMENT SP 1925 119.6 WDWM4339
2 EASEMENT SP 1925 652.7 WDWM4343
2 EASEMENT SP 1925 29.7 WDWM4344
2 FOURTH ST SP 1932 66.7 WDWM4362
2 EASEMENT SP 1925 51.2 WDWM4363
2 EASEMENT SP 1925 382.8 WDWM4425
2 EASEMENT SP 1925 345.2 WDWM4494
2 EASEMENT SP 1925 562.7 WDWM4514
2 EASEMENT SP 1925 16.5 WDWM4523
2 EASEMENT SP 1925 557.2 WDWM4635
2 EASEMENT SP 1955 304.8 WDWM4858
2 UNKNOWN SP 1928 11.2 WDWM4881
2 GRAND BLVD COP 1925 125.3 WDWM4905
2 EASEMENT PVC 1925 212.1 WDWM5002
2 EASEMENT SP 1925 203.0 WDWM5012
2 EASEMENT SP 1925 565.7 WDWM5013
2 EASEMENT COP 1969 42.0 WDWM5047
2 EASEMENT COP 1969 150.8 WDWM5048
2 EASEMENT SP 1931 23.6 WDWM5067
2 EASEMENT SP 1931 19.3 WDWM5068
2 THIRD ST SP 1925 121.8 WDWM5069

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 2 EASEMENT SP 1925 169.1 WDWM5071
2 EASEMENT SP 1925 109.2 WDWM5072
2 EASEMENT SP 1925 117.4 WDWM5086
2 EASEMENT SP 1970 9.7 WDWM5095
2 EASEMENT SP 1925 14.4 WDWM5101
2 GRAND BLVD PEP 1980 260.4 WDWM5239
2 FIFTH ST SP 1987 28.4 WDWM5802
2 EASEMENT COP 2005 31.1 WDWM6645
2 EASEMENT SP 1925 169.4 WDWM7158
2 EASEMENT SP 1925 4.0 WDWM7393
2 EASEMENT SP 1925 675.1 WDWM9218
2 EASEMENT COP 1980 214.5 WDWM9222
2 EASEMENT SP 1925 170.5 WDWM9226
2 EASEMENT PEP 1980 95.1 WDWM5221
2 EASEMENT PEP 1980 99.7 WDWM5222
2 EASEMENT PEP 1980 108.9 WDWM5223
2 EASEMENT PEP 1980 119.5 WDWM5224
2 UNKNOWN COP 1992 104.5 WDWM5472
2 EASEMENT PEP 1980 225.2 WDWM5473
2 EASEMENT SP 1925 170.4 WDWM10568
2 EASEMENT SP 1925 411.4 WDWM10569
2 EASEMENT SP 1925 394.1 WDWM10695
2 EASEMENT SP 1925 195.5 WDWM10697
2 EASEMENT SP 1925 378.5 WDWM10835
2 EASEMENT PVC 1925 18.4 WDWM5002
2 MERRILL ST PVC 1949 1.1 WDWM3965
2 EASEMENT SP 1925 2.0 WDWM9218
2 UNKNOWN COP 1992 12.4 WDWM5472
3 EASEMENT SP 1925 1218.7 WDWM3941
3 EASEMENT SP 1930 117.5 WDWM4338
3 EASEMENT SP 1930 349.1 WDWM4340
3 EASEMENT SP 1930 18.9 WDWM4341
3 EASEMENT SP 1930 5.9 WDWM4342
4 EASEMENT PVC 2004 390.2 WDWM1730
4 ALLEY PVC 1999 168.4 WDWM1717
4 SHERIDAN ST CIPP 1972 368.5 WDWM6219
4 EASEMENT AC 1972 421.0 WDWM6220
4 EASEMENT AC 1973 520.6 WDWM6221
4 EASEMENT AC 1991 114.7 WDWM6222
4 EASEMENT AC 1991 364.8 WDWM6223
4 EASEMENT AC 1973 127.2 WDWM6224
4 EASEMENT AC 1972 567.4 WDWM6225
4 EASEMENT AC 1972 712.6 WDWM6346
4 EASEMENT SP 1926 21.0 WDWM6348
4 UNKNOWN SP 1925 370.5 WDWM6358
4 UNKNOWN AC 1967 129.7 WDWM6362
4 UNKNOWN AC 1967 30.5 WDWM6363
4 UNKNOWN CMLC 1956 466.2 WDWM6364
4 EASEMENT SP 1927 374.2 WDWM6365

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 4 EASEMENT SP 1927 374.3 WDWM6366
4 EASEMENT SP 1927 397.8 WDWM6367
4 EASEMENT SP 1927 178.7 WDWM6368
4 EASEMENT AC 1970 8.7 WDWM6369
4 EASEMENT AC 1970 68.8 WDWM6370
4 EASEMENT AC 1970 13.1 WDWM6371
4 EASEMENT AC 1970 78.7 WDWM6372
4 UNKNOWN SP 1925 544.9 WDWM6373
4 FIFTH ST SP 1925 197.1 WDWM6374
4 EASEMENT CIPP 1952 166.1 WDWM6375
4 NINTH ST SP 1925 394.3 WDWM6392
4 NINTH ST SP 1925 376.3 WDWM6393
4 NINTH ST SP 1925 180.6 WDWM6394
4 EASEMENT AC 1970 7.4 WDWM6395
4 EASEMENT CIPP 1952 170.7 WDWM6425
4 UNKNOWN AC 1992 230.9 WDWM6436
4 UNKNOWN AC 1992 32.6 WDWM6437
4 KRESS CT SP 1967 438.8 WDWM6438
4 EASEMENT CIPP 1952 159.2 WDWM6441
4 NINTH ST SP 1986 39.2 WDWM6448
4 NINTH ST SP 1925 368.5 WDWM9212
4 EASEMENT SP 1927 170.7 WDWM9220
4 FIFTH ST SP 1925 157.5 WDWM10694
4 FOURTH ST AC 1958 38.9 WDWM10830
4 UNKNOWN SP 1925 12.4 WDWM6358
4 SIXTH ST DIP 1989 61.7 WDWM10733
4 UNKNOWN DIP 2020 10.6 UNKNOWN
4 UNKNOWN DIP 2020 9.5 UNKNOWN
6 GRAND BL PVC 2001 148.6 WDWM1247
6 GRAND BL PVC 2001 73.2 WDWM1248
6 SCHOOL ST PVC 2005 141.9 WDWM1358
6 ALLEY PVC 2005 163.8 WDWM1372
6 BELLE AVE AC 1972 365.6 WDWM2051
6 TAYLOR AVE AC 1964 175.6 WDWM2052
6 OLIVE ST AC 1983 14.2 WDWM2053
6 OLIVE ST AC 1983 292.1 WDWM2054
6 EASEMENT CIPP 1951 729.3 WDWM2711
6 UNKNOWN CIPP 1951 160.1 WDWM2712
6 EASEMENT AC 1968 206.3 WDWM2713
6 KENDALL ST AC 1973 933.6 WDWM3322
6 EASEMENT CIPP 1931 190.6 WDWM3323
6 EASEMENT AC 1969 57.4 WDWM3870
6 BELLE AVE AC 1969 43.7 WDWM3871
6 GRAND BLVD CIPP 1931 202.7 WDWM3873
6 GRAND BLVD CIPP 1931 26.6 WDWM3874
6 GRAND BLVD CIPP 1931 19.2 WDWM3875
6 EASEMENT CIPP 1931 177.0 WDWM3876
6 EASEMENT CIPP 1931 7.8 WDWM3877
6 SEVENTH ST CIPP 1946 40.8 WDWM3891

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 SEVENTH ST CIPP 1946 167.9 WDWM3892
6 SEVENTH ST CIPP 1946 179.8 WDWM3893
6 SEVENTH ST CIPP 1946 7.8 WDWM3894
6 WASHBURN ST PVC 1965 375.3 WDWM3895
6 SEVENTH ST CIPP 1946 195.6 WDWM3897
6 SEVENTH ST PVC 1946 371.6 WDWM3905
6 2ND ST AC 1974 37.3 WDWM3918
6 GRAND BLVD AC 1974 2.0 WDWM3919
6 GRAND BLVD AC 1974 19.0 WDWM3920
6 GRAND BLVD AC 1974 1.9 WDWM3921
6 VICENTIA AVE AC 1931 32.0 WDWM3924
6 VICENTIA AVE AC 1931 375.7 WDWM3925
6 VICENTIA AVE CIPP 1931 357.9 WDWM3930
6 EASEMENT CIPP 1925 31.8 WDWM3932
6 ELEVENTH ST CIPP 1931 12.6 WDWM3938
6 ELEVENTH ST CIPP 1931 13.1 WDWM3939
6 ELEVENTH ST CIPP 1931 137.7 WDWM3940
6 VICENTIA AVE SP 1926 343.7 WDWM3942
6 EASEMENT CIPP 1931 28.0 WDWM3943
6 ELEVENTH ST CIPP 1931 207.2 WDWM3944
6 EASEMENT CIPP 1931 1021.4 WDWM3945
6 KELLEY AVE AC 1964 1107.7 WDWM3948
6 RAILROAD ST CIPP 1944 203.1 WDWM4136
6 RAILROAD ST CIPP 1944 881.4 WDWM4139
6 UNKNOWN AC 1977 22.0 WDWM4217
6 ARROYO ST AC 1970 202.3 WDWM4302
6 CEDAR ST AC 1974 8.3 WDWM4307
6 CEDAR ST AC 1974 304.7 WDWM4308
6 UNKNOWN AC 1977 147.6 WDWM4310
6 PINE ST CIPP 1954 13.4 WDWM4315
6 PARK LN AC 1977 205.1 WDWM4316
6 PARK LN AC 1977 372.8 WDWM4317
6 GARRETSON AVE SP 1946 146.6 WDWM4318
6 GARRETSON AVE SP 1946 218.0 WDWM4319
6 EASEMENT SP 1925 9.2 WDWM4320
6 SEVENTH ST CIPP 1944 183.2 WDWM4330
6 SEVENTH ST CIPP 1944 210.2 WDWM4331
6 SEVENTH ST CIPP 1944 202.1 WDWM4332
6 SEVENTH ST CIPP 1944 181.1 WDWM4333
6 GRAND BL SP 1925 241.8 WDWM4365
6 GARRETSON AVE SP 1946 167.5 WDWM4367
6 LANCER LN CIPP 1956 6.7 WDWM4426
6 LANCER ST CIPP 1956 1119.1 WDWM4427
6 EASEMENT CIPP 1931 109.7 WDWM4441
6 PEPPER TREE LN AC 1969 195.2 WDWM4443
6 EASEMENT CIPP 1931 84.0 WDWM4463
6 SEVENTH ST CIPP 1946 422.3 WDWM4478
6 PARK LN AC 1977 195.2 WDWM4486
6 CEDAR ST AC 1977 459.2 WDWM4487

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 PARK LN AC 1977 705.3 WDWM4489
6 UNKNOWN AC 1977 114.2 WDWM4524
6 EASEMENT SP 1925 73.2 WDWM4525
6 GARRETSON AVE SP 1946 465.7 WDWM4526
6 EASEMENT CIPP 1931 205.6 WDWM4527
6 EASEMENT CIPP 1931 399.4 WDWM4528
6 EASEMENT CIPP 1931 1.5 WDWM4529
6 VICENTIA AVE CIPP 1931 10.5 WDWM4622
6 UNKNOWN AC 1979 744.1 WDWM4624
6 VICENTIA AVE CIPP 1931 31.6 WDWM4626
6 SEVENTH ST CIPP 1944 370.9 WDWM4848
6 SEVENTH ST CIPP 1944 8.0 WDWM4849
6 COTA ST CMLC 1955 968.4 WDWM4857
6 SEVENTH ST CIPP 1944 16.3 WDWM4876
6 SEVENTH ST CIPP 1944 181.7 WDWM4877
6 UNKNOWN CIPP 1938 688.5 WDWM4893
6 GRAND BLVD CIPP 1931 53.4 WDWM5000
6 GRAND BLVD CIPP 1931 192.2 WDWM5001
6 EASEMENT AC 1973 794.7 WDWM5003
6 10TH ST AC 1977 358.4 WDWM5014
6 PARK LN AC 1977 143.4 WDWM5015
6 EASEMENT SP 1977 224.5 WDWM5032
6 EASEMENT SP 1977 372.8 WDWM5033
6 EASEMENT SP 1977 7.1 WDWM5034
6 EASEMENT SP 1978 164.9 WDWM5035
6 EASEMENT SP 1977 43.2 WDWM5038
6 EASEMENT CIPP 1969 7.4 WDWM5044
6 EASEMENT CIPP 1969 515.6 WDWM5045
6 SEVENTH ST CIPP 1970 12.6 WDWM5049
6 COTA AV PVC 2004 47.7 WDWM1325
6 E GRAND BLVD AC 1973 418.1 WDWM5070
6 PALM AVE AC 1969 213.7 WDWM5076
6 VICTORIA AVE AC 1969 5.5 WDWM5077
6 VICTORIA AVE AC 1969 33.7 WDWM5078
6 PARK LN AC 1977 595.2 WDWM5087
6 GRAND BLVD SP 1925 6.1 WDWM5097
6 BELLE AVE CIPP 1982 42.0 WDWM5803
6 ELEVENTH ST CIPP 1982 23.8 WDWM5845
6 ELEVENTH ST CIPP 1982 36.2 WDWM5846
6 MERRILL ST AC 1987 158.5 WDWM5880
6 WASHBURN CIR AC 1980 15.0 WDWM5883
6 HOWARD ST CIPP 1990 28.0 WDWM5911
6 VICENTIA AVE SP 1926 201.9 WDWM6949
6 VICENTIA AVE SP 1978 14.5 WDWM6950
6 EASEMENT AC 1960 844.5 WDWM7162
6 VICENTIA AVE SP 1926 167.2 WDWM7389
6 SEVENTH ST CIPP 1946 373.3 WDWM7595
6 SCHOOL ST PVC 2005 124.2 WDWM9240
6 NINTH ST AC 1982 489.2 WDWM5454

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 UNKNOWN AC 1993 31.1 WDWM5874
6 UNKNOWN AC 1993 124.6 WDWM5875
6 UNKNOWN AC 1993 10.0 WDWM5876
6 UNKNOWN AC 1993 15.0 WDWM5877
6 EASEMENT PVC 2001 100.6 WDWM9255
6 COTA ST AC 1974 342.9 WDWM10819
6 2ND ST PVC 1974 261.4 WDWM10821
6 UNKNOWN AC 2017 335.3 WDWM12552
6 UNKNOWN CMLC 2017 3.6 WDWM12559
6 UNKNOWN CMLC 1978 61.0 WDWM12571
6 UNKNOWN AC 1925 144.5 UNKNOWN
6 UNKNOWN PVC 2017 20.0 UNKNOWN
6 UNKNOWN AC 2001 309.6 UNKNOWN
Table 11– Summary of Downtown Pipeline Materials
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 2 EASEMENT SP 1925 19.9 WDWM3878
2 EASEMENT SP 1925 397.2 WDWM3886
2 EASEMENT SP 1925 379.2 WDWM3896
2 EASEMENT SP 1925 8.7 WDWM3913
2 UNKNOWN SP 1925 160.1 WDWM3961
2 UNKNOWN SP 1925 112.9 WDWM3962
2 MERRILL ST SP 1949 58.8 WDWM3963
2 ALLEY SP 1925 234.7 WDWM3964
2 MERRILL ST PVC 1949 93.7 WDWM3965
2 MERRILL ST SP 1949 491.5 WDWM4138
2 UNKNOWN SP 1925 510.0 WDWM4140
2 EASEMENT SP 1925 14.1 WDWM4221
2 QUARRY ST SP 1925 252.3 WDWM4301
2 EASEMENT SP 1925 377.4 WDWM4303
2 E GRAND BLVD SP 1932 176.6 WDWM4304
2 EASEMENT SP 1925 123.1 WDWM4305
2 EASEMENT SP 1925 374.4 WDWM4322
2 EASEMENT SP 1925 768.1 WDWM4325
2 EASEMENT SP 1925 768.1 WDWM4326
2 EASEMENT SP 1925 395.3 WDWM4327
2 EASEMENT SP 1925 552.7 WDWM4328
2 EASEMENT SP 1925 383.4 WDWM4334
2 EASEMENT SP 1925 553.9 WDWM4335
2 EASEMENT SP 1925 21.4 WDWM4336
2 EASEMENT SP 1925 63.2 WDWM4337
2 EASEMENT SP 1925 119.6 WDWM4339
2 EASEMENT SP 1925 652.7 WDWM4343
2 EASEMENT SP 1925 29.7 WDWM4344
2 FOURTH ST SP 1932 66.7 WDWM4362
2 EASEMENT SP 1925 51.2 WDWM4363
2 EASEMENT SP 1925 382.8 WDWM4425

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 2 EASEMENT SP 1925 345.2 WDWM4494
2 EASEMENT SP 1925 562.7 WDWM4514
2 EASEMENT SP 1925 16.5 WDWM4523
2 EASEMENT SP 1925 557.2 WDWM4635
2 EASEMENT SP 1955 304.8 WDWM4858
2 UNKNOWN SP 1928 11.2 WDWM4881
2 GRAND BLVD COP 1925 125.3 WDWM4905
2 EASEMENT PVC 1925 212.1 WDWM5002
2 EASEMENT SP 1925 203.0 WDWM5012
2 EASEMENT SP 1925 565.7 WDWM5013
2 EASEMENT COP 1969 42.0 WDWM5047
2 EASEMENT COP 1969 150.8 WDWM5048
2 EASEMENT SP 1931 23.6 WDWM5067
2 EASEMENT SP 1931 19.3 WDWM5068
2 THIRD ST SP 1925 121.8 WDWM5069
2 EASEMENT SP 1925 169.1 WDWM5071
2 EASEMENT SP 1925 109.2 WDWM5072
2 EASEMENT SP 1925 117.4 WDWM5086
2 EASEMENT SP 1970 9.7 WDWM5095
2 EASEMENT SP 1925 14.4 WDWM5101
2 GRAND BLVD PEP 1980 260.4 WDWM5239
2 FIFTH ST SP 1987 28.4 WDWM5802
2 EASEMENT COP 2005 31.1 WDWM6645
2 EASEMENT SP 1925 169.4 WDWM7158
2 EASEMENT SP 1925 4.0 WDWM7393
2 EASEMENT SP 1925 675.1 WDWM9218
2 EASEMENT COP 1980 214.5 WDWM9222
2 EASEMENT SP 1925 170.5 WDWM9226
2 EASEMENT PEP 1980 95.1 WDWM5221
2 EASEMENT PEP 1980 99.7 WDWM5222
2 EASEMENT PEP 1980 108.9 WDWM5223
2 EASEMENT PEP 1980 119.5 WDWM5224
2 UNKNOWN COP 1992 104.5 WDWM5472
2 EASEMENT PEP 1980 225.2 WDWM5473
2 EASEMENT SP 1925 170.4 WDWM10568
2 EASEMENT SP 1925 411.4 WDWM10569
2 EASEMENT SP 1925 394.1 WDWM10695
2 EASEMENT SP 1925 195.5 WDWM10697
2 EASEMENT SP 1925 378.5 WDWM10835
2 EASEMENT PVC 1925 18.4 WDWM5002
2 MERRILL ST PVC 1949 1.1 WDWM3965
2 EASEMENT SP 1925 2.0 WDWM9218
2 UNKNOWN COP 1992 12.4 WDWM5472
3 EASEMENT SP 1925 1218.7 WDWM3941
3 EASEMENT SP 1930 117.5 WDWM4338
3 EASEMENT SP 1930 349.1 WDWM4340

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 3 EASEMENT SP 1930 18.9 WDWM4341
3 EASEMENT SP 1930 5.9 WDWM4342
4 EASEMENT PVC 2004 390.2 WDWM1730
4 ALLEY PVC 1999 168.4 WDWM1717
4 SHERIDAN ST CIPP 1972 368.5 WDWM6219
4 EASEMENT AC 1972 421.0 WDWM6220
4 EASEMENT AC 1973 520.6 WDWM6221
4 EASEMENT AC 1991 114.7 WDWM6222
4 EASEMENT AC 1991 364.8 WDWM6223
4 EASEMENT AC 1973 127.2 WDWM6224
4 EASEMENT AC 1972 567.4 WDWM6225
4 EASEMENT AC 1972 712.6 WDWM6346
4 EASEMENT SP 1926 21.0 WDWM6348
4 UNKNOWN SP 1925 370.5 WDWM6358
4 UNKNOWN AC 1967 129.7 WDWM6362
4 UNKNOWN AC 1967 30.5 WDWM6363
4 UNKNOWN CMLC 1956 466.2 WDWM6364
4 EASEMENT SP 1927 374.2 WDWM6365
4 EASEMENT SP 1927 374.3 WDWM6366
4 EASEMENT SP 1927 397.8 WDWM6367
4 EASEMENT SP 1927 178.7 WDWM6368
4 EASEMENT AC 1970 8.7 WDWM6369
4 EASEMENT AC 1970 68.8 WDWM6370
4 EASEMENT AC 1970 13.1 WDWM6371
4 EASEMENT AC 1970 78.7 WDWM6372
4 UNKNOWN SP 1925 544.9 WDWM6373
4 FIFTH ST SP 1925 197.1 WDWM6374
4 EASEMENT CIPP 1952 166.1 WDWM6375
4 NINTH ST SP 1925 394.3 WDWM6392
4 NINTH ST SP 1925 376.3 WDWM6393
4 NINTH ST SP 1925 180.6 WDWM6394
4 EASEMENT AC 1970 7.4 WDWM6395
4 EASEMENT CIPP 1952 170.7 WDWM6425
4 UNKNOWN AC 1992 230.9 WDWM6436
4 UNKNOWN AC 1992 32.6 WDWM6437
4 KRESS CT SP 1967 438.8 WDWM6438
4 EASEMENT CIPP 1952 159.2 WDWM6441
4 NINTH ST SP 1986 39.2 WDWM6448
4 NINTH ST SP 1925 368.5 WDWM9212
4 EASEMENT SP 1927 170.7 WDWM9220
4 FIFTH ST SP 1925 157.5 WDWM10694
4 FOURTH ST AC 1958 38.9 WDWM10830
4 UNKNOWN SP 1925 12.4 WDWM6358
4 SIXTH ST DIP 1989 61.7 WDWM10733
4 UNKNOWN DIP 2020 10.6 UNKNOWN
4 UNKNOWN DIP 2020 9.5 UNKNOWN

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 GRAND BL PVC 2001 148.6 WDWM1247
6 GRAND BL PVC 2001 73.2 WDWM1248
6 SCHOOL ST PVC 2005 141.9 WDWM1358
6 ALLEY PVC 2005 163.8 WDWM1372
6 BELLE AVE AC 1972 365.6 WDWM2051
6 TAYLOR AVE AC 1964 175.6 WDWM2052
6 OLIVE ST AC 1983 14.2 WDWM2053
6 OLIVE ST AC 1983 292.1 WDWM2054
6 EASEMENT CIPP 1951 729.3 WDWM2711
6 UNKNOWN CIPP 1951 160.1 WDWM2712
6 EASEMENT AC 1968 206.3 WDWM2713
6 KENDALL ST AC 1973 933.6 WDWM3322
6 EASEMENT CIPP 1931 190.6 WDWM3323
6 EASEMENT AC 1969 57.4 WDWM3870
6 BELLE AVE AC 1969 43.7 WDWM3871
6 GRAND BLVD CIPP 1931 202.7 WDWM3873
6 GRAND BLVD CIPP 1931 26.6 WDWM3874
6 GRAND BLVD CIPP 1931 19.2 WDWM3875
6 EASEMENT CIPP 1931 177.0 WDWM3876
6 EASEMENT CIPP 1931 7.8 WDWM3877
6 SEVENTH ST CIPP 1946 40.8 WDWM3891
6 SEVENTH ST CIPP 1946 167.9 WDWM3892
6 SEVENTH ST CIPP 1946 179.8 WDWM3893
6 SEVENTH ST CIPP 1946 7.8 WDWM3894
6 WASHBURN ST PVC 1965 375.3 WDWM3895
6 SEVENTH ST CIPP 1946 195.6 WDWM3897
6 SEVENTH ST PVC 1946 371.6 WDWM3905
6 2ND ST AC 1974 37.3 WDWM3918
6 GRAND BLVD AC 1974 2.0 WDWM3919
6 GRAND BLVD AC 1974 19.0 WDWM3920
6 GRAND BLVD AC 1974 1.9 WDWM3921
6 VICENTIA AVE AC 1931 32.0 WDWM3924
6 VICENTIA AVE AC 1931 375.7 WDWM3925
6 VICENTIA AVE CIPP 1931 357.9 WDWM3930
6 EASEMENT CIPP 1925 31.8 WDWM3932
6 ELEVENTH ST CIPP 1931 12.6 WDWM3938
6 ELEVENTH ST CIPP 1931 13.1 WDWM3939
6 ELEVENTH ST CIPP 1931 137.7 WDWM3940
6 VICENTIA AVE SP 1926 343.7 WDWM3942
6 EASEMENT CIPP 1931 28.0 WDWM3943
6 ELEVENTH ST CIPP 1931 207.2 WDWM3944
6 EASEMENT CIPP 1931 1021.4 WDWM3945
6 KELLEY AVE AC 1964 1107.7 WDWM3948
6 RAILROAD ST CIPP 1944 203.1 WDWM4136
6 RAILROAD ST CIPP 1944 881.4 WDWM4139
6 UNKNOWN AC 1977 22.0 WDWM4217

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 ARROYO ST AC 1970 202.3 WDWM4302
6 CEDAR ST AC 1974 8.3 WDWM4307
6 CEDAR ST AC 1974 304.7 WDWM4308
6 UNKNOWN AC 1977 147.6 WDWM4310
6 PINE ST CIPP 1954 13.4 WDWM4315
6 PARK LN AC 1977 205.1 WDWM4316
6 PARK LN AC 1977 372.8 WDWM4317
6 GARRETSON AVE SP 1946 146.6 WDWM4318
6 GARRETSON AVE SP 1946 218.0 WDWM4319
6 EASEMENT SP 1925 9.2 WDWM4320
6 SEVENTH ST CIPP 1944 183.2 WDWM4330
6 SEVENTH ST CIPP 1944 210.2 WDWM4331
6 SEVENTH ST CIPP 1944 202.1 WDWM4332
6 SEVENTH ST CIPP 1944 181.1 WDWM4333
6 GRAND BL SP 1925 241.8 WDWM4365
6 GARRETSON AVE SP 1946 167.5 WDWM4367
6 LANCER LN CIPP 1956 6.7 WDWM4426
6 LANCER ST CIPP 1956 1119.1 WDWM4427
6 EASEMENT CIPP 1931 109.7 WDWM4441
6 PEPPER TREE LN AC 1969 195.2 WDWM4443
6 EASEMENT CIPP 1931 84.0 WDWM4463
6 SEVENTH ST CIPP 1946 422.3 WDWM4478
6 PARK LN AC 1977 195.2 WDWM4486
6 CEDAR ST AC 1977 459.2 WDWM4487
6 PARK LN AC 1977 705.3 WDWM4489
6 UNKNOWN AC 1977 114.2 WDWM4524
6 EASEMENT SP 1925 73.2 WDWM4525
6 GARRETSON AVE SP 1946 465.7 WDWM4526
6 EASEMENT CIPP 1931 205.6 WDWM4527
6 EASEMENT CIPP 1931 399.4 WDWM4528
6 EASEMENT CIPP 1931 1.5 WDWM4529
6 VICENTIA AVE CIPP 1931 10.5 WDWM4622
6 UNKNOWN AC 1979 744.1 WDWM4624
6 VICENTIA AVE CIPP 1931 31.6 WDWM4626
6 SEVENTH ST CIPP 1944 370.9 WDWM4848
6 SEVENTH ST CIPP 1944 8.0 WDWM4849
6 COTA ST CMLC 1955 968.4 WDWM4857
6 SEVENTH ST CIPP 1944 16.3 WDWM4876
6 SEVENTH ST CIPP 1944 181.7 WDWM4877
6 UNKNOWN CIPP 1938 688.5 WDWM4893
6 GRAND BLVD CIPP 1931 53.4 WDWM5000
6 GRAND BLVD CIPP 1931 192.2 WDWM5001
6 EASEMENT AC 1973 794.7 WDWM5003
6 10TH ST AC 1977 358.4 WDWM5014
6 PARK LN AC 1977 143.4 WDWM5015
6 EASEMENT SP 1977 224.5 WDWM5032

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 EASEMENT SP 1977 372.8 WDWM5033
6 EASEMENT SP 1977 7.1 WDWM5034
6 EASEMENT SP 1978 164.9 WDWM5035
6 EASEMENT SP 1977 43.2 WDWM5038
6 EASEMENT CIPP 1969 7.4 WDWM5044
6 EASEMENT CIPP 1969 515.6 WDWM5045
6 SEVENTH ST CIPP 1970 12.6 WDWM5049
6 COTA AV PVC 2004 47.7 WDWM1325
6 E GRAND BLVD AC 1973 418.1 WDWM5070
6 PALM AVE AC 1969 213.7 WDWM5076
6 VICTORIA AVE AC 1969 5.5 WDWM5077
6 VICTORIA AVE AC 1969 33.7 WDWM5078
6 PARK LN AC 1977 595.2 WDWM5087
6 GRAND BLVD SP 1925 6.1 WDWM5097
6 BELLE AVE CIPP 1982 42.0 WDWM5803
6 ELEVENTH ST CIPP 1982 23.8 WDWM5845
6 ELEVENTH ST CIPP 1982 36.2 WDWM5846
6 MERRILL ST AC 1987 158.5 WDWM5880
6 WASHBURN CIR AC 1980 15.0 WDWM5883
6 HOWARD ST CIPP 1990 28.0 WDWM5911
6 VICENTIA AVE SP 1926 201.9 WDWM6949
6 VICENTIA AVE SP 1978 14.5 WDWM6950
6 EASEMENT AC 1960 844.5 WDWM7162
6 VICENTIA AVE SP 1926 167.2 WDWM7389
6 SEVENTH ST CIPP 1946 373.3 WDWM7595
6 SCHOOL ST PVC 2005 124.2 WDWM9240
6 NINTH ST AC 1982 489.2 WDWM5454
6 UNKNOWN AC 1993 31.1 WDWM5874
6 UNKNOWN AC 1993 124.6 WDWM5875
6 UNKNOWN AC 1993 10.0 WDWM5876
6 UNKNOWN AC 1993 15.0 WDWM5877
6 EASEMENT PVC 2001 100.6 WDWM9255
6 COTA ST AC 1974 342.9 WDWM10819
6 2ND ST PVC 1974 261.4 WDWM10821
6 UNKNOWN AC 2017 335.3 WDWM12552
6 UNKNOWN CMLC 2017 3.6 WDWM12559
6 UNKNOWN CMLC 1978 61.0 WDWM12571
6 UNKNOWN AC 1925 144.5 UNKNOWN
6 UNKNOWN PVC 2017 20.0 UNKNOWN
6 UNKNOWN AC 2001 309.6 UNKNOWN
8 SHERIDAN ST PVC 2000 121.2 WDWM1237
8 UNKNOWN PVC 2002 295.1 WDWM1330
8 UNKNOWN PVC 2004 18.7 WDWM1349
8 EASEMENT PVC 2004 192.5 WDWM1350
8 UNKNOWN PVC 2004 98.1 WDWM1351
8 ALLEY PVC 2004 232.5 WDWM1352

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 FIFTH ST PVC 2004 43.5 WDWM1353
8 ALLEY PVC 2004 31.5 WDWM1354
8 FIFTH ST PVC 2004 20.1 WDWM1356
8 VICTORIA AV PVC 2005 217.3 WDWM1392
8 UNKNOWN PVC 2005 8.0 WDWM1489
8 WASHBURN AVE AC 1979 381.3 WDWM3884
8 BELLE AVE AC 1978 335.4 WDWM3910
8 2ND ST PVC 1974 199.0 WDWM3911
8 2ND ST AC 1974 164.3 WDWM3912
8 2ND ST AC 1974 200.9 WDWM3915
8 2ND ST AC 1974 163.8 WDWM3916
8 2ND ST AC 1974 90.5 WDWM3917
8 UNKNOWN AC 1958 269.5 WDWM3922
8 UNKNOWN AC 1958 232.2 WDWM3923
8 GRAND BLVD AC 1975 13.6 WDWM3959
8 GRAND BLVD AC 1975 224.6 WDWM3960
8 EASEMENT AC 1976 693.1 WDWM4290
8 8TH ST AC 1969 150.6 WDWM4345
8 8TH ST AC 1969 175.3 WDWM4346
8 8TH ST AC 1969 10.0 WDWM4347
8 EASEMENT AC 1969 324.4 WDWM4348
8 RAMONA AVE AC 1969 189.6 WDWM4349
8 RAMONA AVE AC 1969 24.0 WDWM4350
8 RAMONA AVE AC 1969 389.9 WDWM4351
8 UNKNOWN AC 1969 27.4 WDWM4355
8 UNKNOWN AC 1969 8.0 WDWM4356
8 UNKNOWN AC 1969 6.8 WDWM4357
8 UNKNOWN AC 1969 118.3 WDWM4358
8 UNKNOWN AC 1969 155.4 WDWM4359
8 UNKNOWN AC 1969 216.2 WDWM4360
8 RAMONA AVE AC 1969 372.8 WDWM4361
8 GRAND BLVD AC 1970 42.0 WDWM4364
8 GRAND BLVD AC 1970 303.5 WDWM4366
8 GRAND BLVD AC 1970 360.5 WDWM4420
8 GRAND BLVD AC 1970 224.6 WDWM4421
8 GRAND BLVD AC 1970 195.4 WDWM4422
8 BLAINE ST AC 1976 78.4 WDWM4435
8 UNKNOWN AC 1969 66.0 WDWM4436
8 SHERIDAN ST AC 1924 514.3 WDWM4452
8 GRAND BLVD AC 1970 146.1 WDWM4461
8 NINTH ST AC 1969 22.4 WDWM4468
8 GRAND BLVD AC 1970 174.9 WDWM4472
8 GRAND BLVD AC 1924 4.1 WDWM4476
8 FULLERTON AVE AC 1977 459.9 WDWM4490
8 THIRD ST AC 1970 235.9 WDWM4845
8 THIRD ST AC 1970 934.3 WDWM4846

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 THIRD ST SP 1964 61.4 WDWM4847
8 BELLE AVE AC 1974 382.8 WDWM5021
8 SEVENTH ST AC 1970 76.0 WDWM5024
8 UNKNOWN AC 1970 184.3 WDWM5027
8 UNKNOWN AC 1970 149.1 WDWM5028
8 UNKNOWN AC 1970 14.2 WDWM5029
8 UNKNOWN AC 1970 12.5 WDWM5030
8 UNKNOWN AC 1970 14.9 WDWM5031
8 UNKNOWN AC 1970 47.0 WDWM5036
8 UNKNOWN AC 1970 180.3 WDWM5037
8 UNKNOWN AC 1970 124.9 WDWM5042
8 UNKNOWN AC 1970 138.7 WDWM5043
8 KENDALL ST PVC 2000 68.8 WDWM102
8 BELLE AVE DIP 1999 227.2 WDWM1226
8 SEVENTH ST PVC 1999 12.9 WDWM1227
8 SEVENTH ST PVC 1999 8.6 WDWM1228
8 SEVENTH ST PVC 1999 402.9 WDWM1229
8 SEVENTH ST PVC 1999 8.8 WDWM1230
8 NINTH ST PVC 1999 670.1 WDWM1232
8 PINE ST PVC 1999 36.8 WDWM1239
8 PINE ST PVC 1999 649.6 WDWM1240
8 ALLEY PVC 2000 263.2 WDWM1243
8 BARTH ST PVC 2000 649.2 WDWM1244
8 GRAND BL PVC 2000 20.8 WDWM1275
8 ELEVENTH ST PVC 2000 149.6 WDWM1279
8 RAMONA AV PVC 2000 713.3 WDWM1280
8 RAMONA AV PVC 2000 341.5 WDWM1281
8 EIGHTH ST PVC 1999 509.5 WDWM1364
8 EIGHTH ST PVC 1999 48.9 WDWM1365
8 EIGHTH ST PVC 1999 5.0 WDWM1366
8 EIGHTH ST PVC 2005 696.8 WDWM1382
8 SEVENTH ST PVC 2005 687.7 WDWM1389
8 NINTH ST PVC 2005 714.0 WDWM1391
8 EASEMENT PVC 2005 115.1 WDWM1451
8 EASEMENT PVC 2005 337.5 WDWM1452
8 EASEMENT PVC 2005 211.4 WDWM1453
8 EASEMENT SP 1986 253.8 WDWM4852
8 EASEMENT SP 1986 132.0 WDWM4853
8 EASEMENT SP 1986 185.8 WDWM4854
8 MAIN ST AC 1969 24.3 WDWM5079
8 MAIN ST AC 1969 22.2 WDWM5080
8 RAMONA AVE AC 1978 63.9 WDWM5081
8 PALM AVE AC 1970 21.9 WDWM5096
8 2ND ST AC 1974 60.8 WDWM5102
8 UNKNOWN AC 1969 116.4 WDWM5103
8 SEVENTH ST AC 1969 25.0 WDWM5104

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 WASHBURN AVE AC 1986 174.6 WDWM5217
8 WASHBURN CIR AC 1980 272.2 WDWM5242
8 FIFTH ST AC 1988 11.1 WDWM5795
8 FIFTH ST AC 1988 29.4 WDWM5796
8 UNKNOWN AC 1987 87.9 WDWM5800
8 UNKNOWN AC 1987 87.8 WDWM5801
8 HOWARD ST AC 1987 50.2 WDWM5905
8 HOWARD ST AC 1987 57.2 WDWM5906
8 ELEVENTH ST AC 1989 184.6 WDWM5910
8 NINTH ST AC 1986 19.4 WDWM6026
8 EASEMENT AC 1987 28.2 WDWM6027
8 BLAINE ST AC 1976 648.2 WDWM6157
8 BLAINE ST AC 1976 39.9 WDWM6158
8 BLAINE ST AC 1976 21.5 WDWM6159
8 BLAINE ST AC 1976 70.2 WDWM6160
8 FULLERTON AVE AC 1977 234.6 WDWM6917
8 GRAND BLVD AC 1924 17.9 WDWM7152
8 EASEMENT PVC 2004 325.5 WDWM7156
8 EASEMENT PVC 2004 13.7 WDWM7157
8 THIRD ST AC 1970 598.9 WDWM7163
8 EASEMENT PVC 2004 7.2 WDWM7376
8 PEARL ST PVC 1977 528.4 WDWM7533
8 RAMONA AVE AC 1978 55.6 WDWM7975
8 FULLERTON AVE AC 1977 440.5 WDWM9205
8 10TH ST AC 1977 119.8 WDWM9206
8 10TH ST AC 1977 22.5 WDWM9207
8 GRAND BLVD AC 1977 862.4 WDWM9209
8 GRAND BLVD AC 1977 140.8 WDWM9210
8 ALLEY PVC 2004 371.7 WDWM9213
8 ALLEY PVC 2004 382.3 WDWM9217
8 UNKNOWN AC 1969 349.5 WDWM9224
8 FOURTH ST AC 1958 69.6 WDWM9225
8 ALLEY PVC 2004 362.7 WDWM9227
8 FOURTH ST PVC 2004 219.6 WDWM9228
8 FOURTH ST AC 1958 179.2 WDWM9230
8 FOURTH ST AC 1958 374.9 WDWM9231
8 FOURTH ST AC 1958 373.6 WDWM9232
8 FOURTH ST AC 1958 209.8 WDWM9233
8 FOURTH ST AC 1958 187.2 WDWM9234
8 FOURTH ST AC 1958 180.0 WDWM9235
8 FOURTH ST AC 1958 198.9 WDWM9236
8 FOURTH ST AC 1969 215.4 WDWM9237
8 FOURTH ST AC 1969 67.9 WDWM9238
8 VICENTIA AV PVC 2003 816.0 WDWM9250
8 THIRD ST CMLC 2017 9.5 WDWM9310
8 TENTH ST AC 1976 716.1 WDWM9311

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 TENTH ST AC 1976 13.6 WDWM9312
8 VICENTIA AVE CMLC 1978 1003.2 WDWM9315
8 VICENTIA AVE CMLC 1978 836.6 WDWM9316
8 THIRD ST CMLC 2017 26.5 WDWM9325
8 EASEMENT SP 1925 11.5 WDWM9326
8 EASEMENT CMLC 2017 10.5 WDWM9327
8 UNKNOWN AC 1977 15.4 WDWM9338
8 UNKNOWN AC 1977 12.5 WDWM9394
8 UNKNOWN AC 1977 66.0 WDWM9395
8 UNKNOWN AC 1977 118.8 WDWM9396
8 CIRCLE CITY DR AC 1978 11.8 WDWM9397
8 CIRCLE CITY DR AC 1978 47.0 WDWM9398
8 GRAND BLVD AC 1977 464.0 WDWM9529
8 GRAND BLVD AC 1977 48.4 WDWM9534
8 SHERIDAN ST AC 1982 751.2 WDWM5212
8 SHERIDAN ST AC 1982 19.4 WDWM5213
8 SHERIDAN ST AC 1982 455.0 WDWM5214
8 BELLE AVE AC 1982 559.0 WDWM5216
8 WASHBURN AVE AC 1986 176.6 WDWM5218
8 MERRILL ST AC 1982 362.4 WDWM5226
8 MERRILL ST AC 1982 394.8 WDWM5227
8 MERRILL ST AC 1982 399.6 WDWM5228
8 SHERIDAN ST PVC 1992 379.8 WDWM5229
8 MERRILL ST AC 1984 344.0 WDWM5232
8 CRAWFORD ST AC 1982 177.3 WDWM5233
8 CRAWFORD ST AC 1982 394.8 WDWM5234
8 EIGHTH ST AC 1982 372.3 WDWM5235
8 GRAND BLVD AC 1986 7.9 WDWM5236
8 GRAND BLVD AC 1986 110.9 WDWM5237
8 MERRILL ST AC 1982 16.3 WDWM5238
8 MERRILL ST AC 1982 679.1 WDWM5240
8 CRAWFORD ST AC 1982 221.4 WDWM5241
8 SEVENTH ST AC 1986 369.7 WDWM5369
8 VICTORIA AVE PVC 1985 192.1 WDWM5373
8 VICTORIA AVE PVC 1986 207.9 WDWM5374
8 RAMONA AVE AC 1986 367.5 WDWM5375
8 RAMONA AVE AC 1985 167.9 WDWM5376
8 THIRD ST AC 1987 200.7 WDWM5377
8 THIRD ST AC 1987 183.0 WDWM5378
8 THIRD ST AC 1987 10.6 WDWM5379
8 VICTORIA AVE PVC 1987 312.4 WDWM5380
8 SEVENTH ST AC 1986 238.1 WDWM5381
8 SEVENTH ST AC 1986 3.3 WDWM5382
8 VICTORIA AVE AC 1983 207.0 WDWM5387
8 LA COSTA DR AC 1986 420.2 WDWM5447
8 MARGARITA DR AC 1986 262.6 WDWM5450

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 EIGHTH ST AC 1982 282.7 WDWM5453
8 GRAND BLVD AC 1986 57.4 WDWM5455
8 GRAND BLVD AC 1986 199.1 WDWM5456
8 THIRD ST AC 1987 208.4 WDWM5462
8 RAMONA AVE AC 1986 5.2 WDWM5465
8 MERRILL ST AC 1982 178.1 WDWM5630
8 WASHBURN AVE AC 1989 382.9 WDWM5632
8 FIFTH ST PVC 1989 9.4 WDWM5792
8 FIFTH ST PVC 1989 428.0 WDWM5793
8 CRAWFORD ST PVC 1989 370.5 WDWM5794
8 FIFTH ST AC 1987 67.4 WDWM5798
8 FIFTH ST AC 1987 7.0 WDWM5799
8 BELLE AVE AC 1987 598.2 WDWM5841
8 MERRILL ST AC 1987 391.0 WDWM5842
8 MERRILL ST AC 1987 318.3 WDWM5843
8 MERRILL ST AC 1987 7.0 WDWM5844
8 BELLE AVE AC 1986 374.9 WDWM5870
8 BELLE AVE AC 1986 10.7 WDWM5871
8 UNKNOWN AC 1993 111.5 WDWM5878
8 UNKNOWN AC 1993 47.2 WDWM5879
8 RAILROAD ST AC 1987 65.8 WDWM5881
8 DEPOT DR AC 1992 34.2 WDWM5884
8 DEPOT DR AC 1992 306.7 WDWM5885
8 DEPOT DR AC 1992 131.1 WDWM5886
8 UNKNOWN AC 1987 277.0 WDWM5893
8 UNKNOWN AC 1987 25.7 WDWM5894
8 UNKNOWN AC 1987 67.0 WDWM5895
8 UNKNOWN AC 1987 260.6 WDWM5896
8 UNKNOWN AC 1987 199.4 WDWM5897
8 UNKNOWN AC 1987 266.7 WDWM5898
8 E GRAND BLVD AC 1989 20.0 WDWM5901
8 E GRAND BLVD AC 1989 143.4 WDWM5902
8 E GRAND BLVD AC 1989 265.7 WDWM5903
8 VICTORIA AVE AC 1987 244.8 WDWM5907
8 VICTORIA AVE AC 1987 48.9 WDWM5908
8 PALM AVE PVC 1991 557.2 WDWM5909
8 HOWARD ST AC 1990 9.3 WDWM5912
8 HOWARD ST AC 1990 279.4 WDWM5913
8 EASEMENT AC 1986 24.9 WDWM6918
8 MARGARITA DR AC 1986 31.4 WDWM6919
8 MARGARITA DR AC 1986 181.8 WDWM6920
8 GRAND BLVD AC 1924 419.8 WDWM7090
8 BLAINE ST PVC 1988 714.1 WDWM7154
8 BLAINE ST PVC 1988 234.2 WDWM7155
8 EASEMENT PVC 2008 499.8 WDWM7285
8 UNKNOWN PVC 2004 381.9 WDWM7286

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 EASEMENT PVC 2002 654.6 WDWM7298
8 EASEMENT PVC 2002 239.0 WDWM7299
8 SAN JUAN ST AC 1985 277.2 WDWM7410
8 SAN JUAN ST AC 1985 7.9 WDWM7411
8 EASEMENT PVC 2002 53.0 WDWM7420
8 FIFTH ST AC 1987 175.5 WDWM7469
8 EASEMENT SP 1986 383.1 WDWM9211
8 VICTORIA AVE AC 1987 377.0 WDWM9219
8 RAMONA AVE AC 1987 382.0 WDWM9221
8 RAMONA AVE AC 1987 349.5 WDWM9223
8 FOURTH ST AC 1985 89.0 WDWM9229
8 EASEMENT SP 1986 1701.0 WDWM9329
8 EASEMENT SP 1986 854.4 WDWM9526
8 CIRCLE CITY DR PVC 2002 644.6 WDWM9528
8 EASEMENT AC 1979 15.2 WDWM10605
8 BLAINE ST AC 1976 325.0 WDWM10607
8 FIFTH ST PVC 2004 198.5 WDWM10696
8 GRAND BLVD AC 1970 201.8 WDWM10730
8 UNKNOWN AC 1969 153.4 WDWM10743
8 UNKNOWN AC 1969 342.7 WDWM10744
8 UNKNOWN AC 1969 188.9 WDWM10745
8 UNKNOWN AC 1969 173.6 WDWM10746
8 FOURTH ST AC 1958 181.8 WDWM10822
8 FOURTH ST AC 1958 391.3 WDWM10823
8 FOURTH ST AC 1958 185.5 WDWM10824
8 FOURTH ST AC 1958 197.9 WDWM10825
8 FOURTH ST AC 1958 338.1 WDWM10826
8 FOURTH ST AC 1958 374.5 WDWM10828
8 WASHBURN ST AC 1969 387.7 WDWM10836
8 FOURTH ST AC 1958 231.3 WDWM10837
8 FOURTH ST AC 1969 40.6 WDWM10838
8 UNKNOWN PVC 2017 30.0 WDWM12496
8 UNKNOWN CMLC 2017 7.3 WDWM12527
8 PEARL ST PVC 1977 1.2 WDWM7533
8 PEARL ST PVC 1977 23.7 WDWM4289
8 UNKNOWN CMLC 2017 5.6 WDWM12544
8 PEARL ST PVC 1977 27.7 WDWM7533
8 UNKNOWN CMLC 2017 209.1 WDWM12553
8 UNKNOWN CMLC 2017 182.9 WDWM12554
8 UNKNOWN CMLC 2017 176.7 WDWM12555
8 UNKNOWN CMLC 2017 157.6 WDWM12557
8 UNKNOWN CMLC 2017 7.3 WDWM12563
8 ALLEY PVC 2004 23.8 WDWM1352
8 PEARL ST PVC 1977 1.0 WDWM7533
8 2ND ST AC 1974 8.2 WDWM3916
8 UNKNOWN CMLC 2017 8.4 WDWM12578

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 UNKNOWN CMLC 2017 220.8 WDWM12580
8 2ND ST AC 1974 12.4 WDWM3912
8 UNKNOWN CMLC 2017 7.0 WDWM12593
8 UNKNOWN CMLC 2017 8.9 WDWM12603
8 UNKNOWN CMLC 2017 7.4 WDWM12607
8 ALLEY PVC 2004 14.6 WDWM1352
8 UNKNOWN CMLC 2017 117.0 WDWM12618
8 BLAINE ST AC 1963 14.1 WDWM10606
8 BLAINE ST AC 1963 57.9 WDWM10608
8 BLAINE ST AC 1963 144.3 WDWM10609
8 UNKNOWN AC 1993 1033.7 WDWM10610
8 BLAINE ST AC 1980 588.1 WDWM10616
8 BLAINE ST PVC 1980 220.1 WDWM10617
8 FULLER ST AC 1988 356.0 WDWM10692
8 FULLER ST AC 1988 6.0 WDWM10693
8 NINTH ST PVC 1999 55.4 WDWM10802
8 CRAWFORD ST PVC 1989 350.5 WDWM10827
8 MERRILL ST PVC 1989 719.1 WDWM10829
8 SHERIDAN ST PVC 1993 377.6 WDWM10831
8 SHERIDAN ST AC 1988 719.1 WDWM10832
8 BELLE AVE AC 1988 381.6 WDWM10833
8 BELLE AVE PVC 1993 390.6 WDWM10834
8 SHERIDAN ST PVC 1992 12.4 WDWM5229
8 MERRILL ST AC 1984 8.0 WDWM5232
8 UNKNOWN DIP 2015 14.2 UNKNOWN
8 UNKNOWN DIP 2015 10.0 UNKNOWN
8 UNKNOWN PVC 2017 2.2 UNKNOWN
8 UNKNOWN PVC 2017 4.8 UNKNOWN
8 BLAINE ST PVC 1980 3.6 WDWM10617
8 HOPE ST PVC 2014 1.7 WDWM10618
10 UNKNOWN PVC 2004 743.7 WDWM1450
10 MAIN ST AC 1969 119.6 WDWM3898
10 MAIN ST AC 1969 332.3 WDWM3899
10 MAIN ST AC 1969 188.9 WDWM3900
10 SIXTH ST AC 1969 373.1 WDWM3901
10 SIXTH ST AC 1969 388.1 WDWM3903
10 SIXTH ST AC 1969 10.0 WDWM3904
10 MAIN ST AC 1969 174.8 WDWM3906
10 MAIN ST AC 1969 362.5 WDWM3907
10 MAIN ST AC 1969 18.2 WDWM3908
10 MAIN ST AC 1969 152.5 WDWM3909
10 THIRD ST AC 1974 217.3 WDWM3914
10 VICENTIA AVE CIPP 1948 4.7 WDWM3927
10 SIXTH ST AC 1969 378.1 WDWM3928
10 SIXTH ST AC 1969 716.7 WDWM3929
10 VICENTIA AVE CIPP 1948 223.6 WDWM3931

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 10 VICENTIA AVE CIPP 1948 173.2 WDWM3933
10 VICENTIA AVE CIPP 1948 43.0 WDWM3934
10 SIXTH ST AC 1969 5.5 WDWM3956
10 SIXTH ST AC 1969 455.8 WDWM3957
10 SIXTH ST AC 1969 370.7 WDWM3958
10 MAIN ST AC 1976 415.1 WDWM4134
10 CIRCLE CITY DR CIPP 1954 565.8 WDWM4306
10 CIRCLE CITY DR CIPP 1954 282.5 WDWM4309
10 CIRCLE CITY DR CIPP 1954 6.4 WDWM4311
10 CIRCLE CITY DR CIPP 1954 5.7 WDWM4312
10 CIRCLE CITY DR CIPP 1954 162.4 WDWM4314
10 SIXTH ST AC 1969 406.0 WDWM4323
10 SIXTH ST AC 1969 193.5 WDWM4324
10 SIXTH ST AC 1969 364.5 WDWM4329
10 SIXTH ST AC 1969 180.8 WDWM4352
10 SIXTH ST AC 1969 293.7 WDWM4353
10 SIXTH ST AC 1969 66.8 WDWM4354
10 MAIN ST AC 1969 9.0 WDWM4423
10 MAIN ST AC 1969 371.3 WDWM4424
10 SIXTH ST AC 1969 45.2 WDWM4437
10 SIXTH ST AC 1969 130.6 WDWM4438
10 MAIN ST AC 1969 191.3 WDWM4439
10 MAIN ST AC 1969 119.0 WDWM4440
10 MAIN ST AC 1969 115.0 WDWM4462
10 VICENTIA AVE CIPP 1948 23.0 WDWM4477
10 VICENTIA AVE CIPP 1948 182.9 WDWM4479
10 VICENTIA AVE CIPP 1948 196.7 WDWM4480
10 VICENTIA AVE CIPP 1948 152.3 WDWM4481
10 VICENTIA AVE CIPP 1948 92.1 WDWM4482
10 MAIN ST AC 1969 166.7 WDWM4485
10 JOY ST CMLC 1959 369.9 WDWM4491
10 JOY ST CMLC 1959 417.2 WDWM4492
10 JOY ST PVC 1959 261.7 WDWM4493
10 VICENTIA AVE CIPP 1948 308.1 WDWM4511
10 MAIN ST AC 1969 327.3 WDWM4546
10 THIRD ST AC 1969 274.6 WDWM4547
10 THIRD ST AC 1974 106.6 WDWM4548
10 THIRD ST AC 1969 29.8 WDWM4549
10 VICENTIA AVE CIPP 1948 102.9 WDWM4886
10 VICENTIA AVE CIPP 1948 166.0 WDWM4887
10 MAIN ST AC 1969 179.1 WDWM5007
10 MAIN ST AC 1969 19.0 WDWM5008
10 MAIN ST AC 1969 177.3 WDWM5009
10 MAIN ST AC 1969 204.3 WDWM5010
10 MAIN ST AC 1969 170.0 WDWM5011
10 MAIN ST PVC 2000 324.3 WDWM101

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 10 MAIN ST PVC 2000 206.8 WDWM103
10 MAIN ST PVC 2000 112.5 WDWM241
10 MAIN ST PVC 2000 10.5 WDWM1157
10 GRAND AV PVC 1999 205.1 WDWM1231
10 MAIN ST PVC 2000 184.8 WDWM1273
10 MAIN ST PVC 2000 217.9 WDWM1274
10 MAIN ST PVC 2000 12.3 WDWM1276
10 MAIN ST PVC 2000 76.8 WDWM1277
10 MAIN ST PVC 2000 240.7 WDWM1278
10 THIRD ST PVC 2002 91.0 WDWM1309
10 VICENTIA AV PVC 2004 5.0 WDWM1326
10 VICENTIA AV PVC 2004 7.1 WDWM1327
10 THIRD ST PVC 2004 331.5 WDWM1328
10 THIRD ST PVC 2004 99.5 WDWM1329
10 VICENTIA AV PVC 2004 119.2 WDWM1341
10 VICENTIA AV PVC 2004 98.2 WDWM1342
10 THIRD ST PVC 2004 232.0 WDWM1359
10 THIRD ST PVC 2004 6.3 WDWM1360
10 GRAND AV PVC 1999 406.3 WDWM1363
10 GRAND AV PVC 1999 395.1 WDWM1367
10 GRAND AV PVC 1999 224.8 WDWM1369
10 GRAND AV PVC 1999 181.4 WDWM1370
10 SHERIDAN ST AC 1976 275.7 WDWM4135
10 10TH ST AC 1969 22.0 WDWM5082
10 10TH ST AC 1969 23.1 WDWM5083
10 MAIN ST AC 1969 72.5 WDWM5084
10 MAIN ST AC 1969 26.7 WDWM5085
10 FIFTH ST AC 1987 21.8 WDWM5797
10 MAIN ST SP 2000 23.8 WDWM6820
10 MAIN ST SP 2000 22.5 WDWM6823
10 SIXTH ST AC 1969 368.9 WDWM7150
10 SIXTH ST AC 1969 5.7 WDWM7151
10 SIXTH ST PVC 2004 200.4 WDWM7159
10 CIRCLE CITY DR CIPP 1954 352.0 WDWM9208
10 SIXTH ST AC 1969 203.7 WDWM9214
10 SIXTH ST AC 1969 183.5 WDWM9215
10 JOY ST AC 1994 181.0 WDWM9216
10 UNKNOWN CIPP 1954 15.4 WDWM9337
10 UNKNOWN CIPP 1954 188.7 WDWM9348
10 UNKNOWN DIP 2001 270.1 WDWM9437
10 UNKNOWN DIP 2001 42.8 WDWM9464
10 UNKNOWN DIP 2001 262.1 WDWM9467
10 CIRCLE CITY DR AC 1954 14.9 WDWM5073
10 CIRCLE CITY DR AC 1956 28.1 WDWM5074
10 CIRCLE CITY DR AC 1956 28.7 WDWM5075
10 3RD ST PVC 1992 192.8 WDWM5230

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 10 3RD ST PVC 1992 186.6 WDWM5231
10 CONTADORA ST AC 1986 116.0 WDWM5370
10 GRAND BLVD PVC 1992 367.3 WDWM5790
10 GRAND BLVD PVC 1990 363.2 WDWM5791
10 GRAND BLVD PVC 1995 108.6 WDWM5853
10 GRAND BLVD AC 1995 291.3 WDWM5854
10 GRAND BLVD AC 1995 55.5 WDWM5855
10 3RD ST PVC 1992 506.8 WDWM5856
10 3RD ST PVC 1992 35.3 WDWM5857
10 MERRILL ST PVC 1992 10.6 WDWM5858
10 GRAND BLVD AC 1992 199.1 WDWM5859
10 GRAND BLVD AC 1990 226.1 WDWM5860
10 3RD ST AC 1989 3.6 WDWM5866
10 THIRD ST AC 1989 360.6 WDWM5867
10 SIXTH ST PVC 1989 8.0 WDWM5904
10 MAIN ST PVC 2000 65.5 WDWM6821
10 MAIN ST PVC 2000 9.5 WDWM6822
10 SIXTH ST CMLC 1994 173.7 WDWM7160
10 SIXTH ST CMLC 1994 5.5 WDWM7412
10 UNKNOWN DIP 2001 53.4 WDWM9436
10 CIRCLE CITY DR CIPP 1954 7.1 WDWM10566
10 MAIN ST PVC 1975 49.1 WDWM4545
10 JOY ST PVC 1959 36.1 WDWM4493
10 MAIN ST PVC 1975 408.7 WDWM4545
10 UNKNOWN PVC 1974 718.3 WDWM12633
10 SHERIDAN ST AC 1976 210.6 WDWM10611
10 SIXTH ST DIP 1989 165.7 WDWM10731
10 SIXTH ST DIP 1989 59.5 WDWM10732
12 OLIVE ST AC 1969 188.9 WDWM3869
12 OLIVE ST AC 1969 201.5 WDWM3872
12 OLIVE ST AC 1969 441.6 WDWM3954
12 OLIVE ST AC 1969 361.0 WDWM3955
12 OLIVE ST AC 1969 265.8 WDWM4442
12 OLIVE ST AC 1969 777.9 WDWM4460
12 OLIVE ST AC 1969 429.6 WDWM5004
12 OLIVE ST AC 1969 381.7 WDWM5005
12 OLIVE ST AC 1969 712.8 WDWM5006
12 OLIVE ST PVC 2000 16.4 WDWM1272
12 UNKNOWN DIP 1991 38.0 WDWM9489
12 EASEMENT PVC 2001 721.1 WDWM9253
12 E GRAND BLVD DIP 1992 18.0 WDWM9319
12 THIRD ST DIP 1992 7.4 WDWM9328
12 THIRD ST DIP 1992 133.6 WDWM9340
12 JOY ST DIP 1992 392.6 WDWM9341
12 E GRAND BLVD DIP 1992 128.3 WDWM9349
12 QUARRY ST PVC 1992 1497.6 WDWM9496

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 12 FOURTH ST DIP 1992 646.4 WDWM9533
12 UNKNOWN CMLC 2017 523.2 WDWM12510
12 UNKNOWN CMLC 2017 801.8 WDWM12521
12 UNKNOWN CMLC 2017 3.3 WDWM12526
12 UNKNOWN CMLC 2017 46.9 WDWM12532
12 UNKNOWN CMLC 2017 440.5 WDWM12537
12 UNKNOWN CMLC 2017 347.7 WDWM12545
12 UNKNOWN PVC 2017 194.6 WDWM12548
12 UNKNOWN CMLC 2017 7.0 WDWM12550
12 UNKNOWN CMLC 2017 500.7 WDWM12567
12 UNKNOWN PVC 1977 1.7 WDWM12568
12 UNKNOWN CMLC 2017 7.0 WDWM12569
12 UNKNOWN PVC 2017 209.9 WDWM12579
12 UNKNOWN PVC 2017 383.1 WDWM12581
12 UNKNOWN CMLC 2017 332.5 WDWM12583
12 UNKNOWN PVC 2017 365.5 WDWM12584
12 UNKNOWN PVC 2017 3.8 WDWM12634
12 UNKNOWN PVC 2017 1.8 WDWM12636
12 HOPE ST PVC 2014 317.2 WDWM10618
12 UNKNOWN DIP 2020 424.6 UNKNOWN
12 UNKNOWN DIP 2015 424.5 UNKNOWN
12 UNKNOWN Ductile Iron 2015 381.0 UNKNOWN
12 UNKNOWN Ductile Iron 2015 355.2 UNKNOWN
12 UNKNOWN DIP 2020 374.1 UNKNOWN
12 UNKNOWN Ductile Iron 2015 395.8 UNKNOWN
12 UNKNOWN Ductile Iron 2015 355.0 UNKNOWN
12 UNKNOWN Ductile Iron 2015 384.0 UNKNOWN
12 UNKNOWN Ductile Iron 2015 407.8 UNKNOWN
12 UNKNOWN Ductile Iron 2015 393.2 UNKNOWN
12 UNKNOWN DIP 2015 172.2 UNKNOWN
12 UNKNOWN Ductile Iron 2015 223.7 UNKNOWN
12 UNKNOWN Ductile Iron 2015 10.0 UNKNOWN
12 UNKNOWN Ductile Iron 2015 43.4 UNKNOWN
12 UNKNOWN DIP 2015 11.0 UNKNOWN
12 UNKNOWN DIP 2015 16.0 UNKNOWN
12 UNKNOWN DIP 2015 343.6 UNKNOWN
12 UNKNOWN PVC 2017 37.1 UNKNOWN
12 UNKNOWN PVC 2017 160.1 UNKNOWN
12 UNKNOWN DIP 2018 1108.7 UNKNOWN
12 UNKNOWN DIP 2018 380.7 UNKNOWN
12 UNKNOWN DIP 2018 13.7 UNKNOWN
14 GRAND BLVD AC 1977 25.0 WDWM9527
14 GRAND BLVD AC 1977 495.4 WDWM9530
14 GRAND BLVD AC 1977 210.9 WDWM9531
16 VICENTIA AV PVC 2003 769.1 WDWM9257
16 GARRETSON AVE AC 1980 54.3 WDWM9445

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 16 UNKNOWN DIP 1991 135.8 WDWM9490
16 GRAND BL PVC 2004 94.8 WDWM9628
16 GRAND BL CMLC 2004 156.7 WDWM9630
16 GRAND BL PVC 2004 591.9 WDWM9631
16 GRAND BLVD AC 1975 279.7 WDWM9859
16 GRAND BLVD AC 1975 23.7 WDWM9860
16 GRAND BLVD AC 1975 231.1 WDWM9861
16 RAILROAD ST AC 1975 207.2 WDWM9862
16 RAILROAD ST AC 1968 716.7 WDWM9869
16 EASEMENT SP 1927 5.0 WDWM9880
16 GRAND BLVD AC 1976 504.1 WDWM9890
16 GRAND BLVD AC 1976 88.6 WDWM9891
16 GRAND BLVD SP 1927 12.5 WDWM9923
16 GRAND BLVD SP 1990 89.5 WDWM9964
16 GRAND BLVD PVC 1990 581.6 WDWM9965
16 GRAND BLVD SP 1974 217.4 WDWM9967
16 GRAND BLVD SP 1990 14.4 WDWM9968
16 JOY ST DIP 1992 11.5 WDWM9339
16 3RD ST SP 1990 220.2 WDWM9342
16 EASEMENT SP 1990 24.0 WDWM9343
16 EASEMENT SP 1990 283.0 WDWM9344
16 GARRETSON AVE AC 1982 92.8 WDWM9392
16 GARRETSON AVE AC 1982 4183.1 WDWM9393
16 JOY ST DIP 1992 363.6 WDWM9399
16 10TH ST DIP 1992 238.7 WDWM9400
16 JOY ST DIP 1992 1876.7 WDWM9532
16 RAILROAD ST AC 1975 478.4 WDWM10283
16 RAILROAD ST AC 1975 60.0 WDWM10340
16 RAILROAD ST AC 1975 4.8 WDWM10341
16 RAILROAD ST AC 1968 397.7 WDWM10342
16 GRAND BL CMLC 2004 161.1 WDWM9630
16 GRAND BL CMLC 2004 10.2 WDWM9630
16 GRAND BL CMLC 2004 135.6 WDWM9630
16 GRAND BLVD PVC 1990 122.3 WDWM9965
16 GRAND BLVD PVC 1990 7.3 WDWM9965
18 NINTH ST DIP 2001 10.7 WDWM9412
18 MERRILL ST DIP 2001 85.6 WDWM9425
18 MERRILL ST DIP 2001 362.9 WDWM9426
18 NINTH ST DIP 2001 3035.2 WDWM9427
18 UNKNOWN DIP 2001 26.2 WDWM9435
18 THIRD ST DIP 2001 232.6 WDWM9465
18 THIRD ST DIP 2001 55.9 WDWM9466
20 EASEMENT DIP 2001 4.8 WDWM9439
20 EASEMENT DIP 2001 722.1 WDWM9514
24 TENTH ST CMLC 1978 183.4 WDWM9857
24 TENTH ST CMLC 1978 403.4 WDWM9858

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 24 10TH ST CMLC 1978 176.4 WDWM9884
24 10TH ST CMLC 1978 186.8 WDWM9885
24 10TH ST CMLC 1978 209.7 WDWM9886
24 10TH ST CMLC 1978 199.7 WDWM9887
24 10TH ST CMLC 1978 147.5 WDWM9888
24 10TH ST CMLC 1978 17.6 WDWM9889
24 TENTH ST CMLC 1978 81.4 WDWM9892
24 TENTH ST CMLC 1978 108.3 WDWM9893
24 TENTH ST CMLC 1978 376.3 WDWM9949
24 TENTH ST CMLC 1978 367.5 WDWM9950
24 TENTH ST CMLC 1978 14.1 WDWM9951
24 TENTH ST CMLC 1978 36.1 WDWM9952
24 TENTH ST CMLC 1978 175.0 WDWM9953
24 TENTH ST CMLC 1978 68.0 WDWM9954
24 MERRILL ST SP 1990 21.0 WDWM9324
24 BELLE AVE SP 1992 2314.5 WDWM9331
24 TENTH ST SP 1992 51.9 WDWM9332
24 TENTH ST SP 1992 738.9 WDWM9333
24 MERRILL ST SP 1990 2220.8 WDWM9345
24 MERRILL ST SP 1990 14.6 WDWM9346
24 MERRILL ST SP 1990 342.1 WDWM9347
24 UNKNOWN DIP 2001 15.0 WDWM9406
24 UNKNOWN DIP 2001 15.0 WDWM9407
24 TENTH ST DIP 2001 19.2 WDWM9410
24 TENTH ST DIP 2001 19.9 WDWM9411
24 UNKNOWN DIP 2001 4.6 WDWM9413
24 UNKNOWN DIP 2001 33.4 WDWM9414
24 TENTH ST DIP 2001 111.2 WDWM9416
24 TENTH ST DIP 2001 99.4 WDWM9424
24 TENTH ST CMLC 1978 979.4 WDWM10270
24 TENTH ST CMLC 1978 903.4 WDWM10348
24 10TH ST CMLC 1978 178.7 WDWM10549
24 TAYLOR AV DIP 2001 545.0 WDWM10155
24 OLIVE ST DIP 2001 209.4 WDWM10156
24 MERRILL ST DIP 2001 1120.0 WDWM10160
24 MERRILL ST DIP 2001 111.9 WDWM10161
24 TENTH ST DIP 2001 38.8 WDWM10162
24 10TH ST CMLC 1978 375.5 WDWM10219
24 UNKNOWN DIP 2014 10.7 UNKNOWN
24 UNKNOWN DIP 2014 408.1 UNKNOWN
24 UNKNOWN DIP 2014 206.7 UNKNOWN
24 UNKNOWN DIP 2014 13.4 UNKNOWN
24 UNKNOWN DIP 2014 356.0 UNKNOWN
24 UNKNOWN DIP 2014 74.0 UNKNOWN
24 UNKNOWN DIP 2014 922.0 UNKNOWN
24 UNKNOWN DIP 2014 29.1 UNKNOWN

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 30 JOY ST CMLC 1978 64.5 WDWM9881
30 JOY ST CMLC 1978 13.7 WDWM9882
30 JOY ST CMLC 1978 14.0 WDWM9883
30 GARRETSON AVE CMLC 1978 36.4 WDWM9969
30 GRAND BLVD SP 1985 452.2 WDWM10008
30 E GRAND BLVD SP 1985 1224.7 WDWM10009
30 E GRAND BLVD SP 1985 9.2 WDWM10028
30 10TH ST SP 1985 193.0 WDWM10031
30 10TH ST SP 1985 42.0 WDWM10032
30 RAILROAD ST DIP 2001 1464.4 WDWM9417
30 MERRILL ST DIP 2001 971.2 WDWM9418
30 GRAND BL DIP 2001 322.4 WDWM9419
30 SECOND ST DIP 2001 189.7 WDWM9420
30 GRAND BL DIP 2001 780.9 WDWM9428
30 MERRILL ST DIP 2001 966.3 WDWM9429
30 RAILROAD ST DIP 2001 1480.2 WDWM9430
30 EASEMENT DIP 2001 734.9 WDWM9431
30 VALENCIA AV DIP 2001 236.3 WDWM9432
30 VALENCIA AV DIP 2001 5.2 WDWM9438
30 QUARRY ST SP 1986 1375.8 WDWM10027
30 QUARRY ST SP 1986 576.6 WDWM10029
30 QUARRY ST SP 1986 32.3 WDWM10030
30 MERRILL ST DIP 2001 411.2 WDWM10163
30 MERRILL ST DIP 2001 1081.3 WDWM10164
30 MERRILL ST DIP 2001 1519.8 WDWM10165
30 JOY ST CMLC 1978 180.9 WDWM10218
30 GARRETSON AVE CMLC 1978 66.5 WDWM10220
30 GRAND BLVD CMLC 1927 57.7 WDWM10221
30 GARRETSON AVE CMLC 1978 174.2 WDWM10227
30 GARRETSON AVE CMLC 1978 823.3 WDWM10253
Table 12 – Summary of Downtown Pipeline Install Years
DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 SHERIDAN ST AC 1924 514.3 WDWM4452
8 GRAND BLVD AC 1924 4.1 WDWM4476
8 GRAND BLVD AC 1924 17.9 WDWM7152
8 GRAND BLVD AC 1924 419.8 WDWM7090
2 EASEMENT SP 1925 19.9 WDWM3878
2 EASEMENT SP 1925 397.2 WDWM3886
2 EASEMENT SP 1925 379.2 WDWM3896
2 EASEMENT SP 1925 8.7 WDWM3913
2 UNKNOWN SP 1925 160.1 WDWM3961
2 UNKNOWN SP 1925 112.9 WDWM3962
2 ALLEY SP 1925 234.7 WDWM3964
2 UNKNOWN SP 1925 510.0 WDWM4140
2 EASEMENT SP 1925 14.1 WDWM4221

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 2 QUARRY ST SP 1925 252.3 WDWM4301
2 EASEMENT SP 1925 377.4 WDWM4303
2 EASEMENT SP 1925 123.1 WDWM4305
2 EASEMENT SP 1925 374.4 WDWM4322
2 EASEMENT SP 1925 768.1 WDWM4325
2 EASEMENT SP 1925 768.1 WDWM4326
2 EASEMENT SP 1925 395.3 WDWM4327
2 EASEMENT SP 1925 552.7 WDWM4328
2 EASEMENT SP 1925 383.4 WDWM4334
2 EASEMENT SP 1925 553.9 WDWM4335
2 EASEMENT SP 1925 21.4 WDWM4336
2 EASEMENT SP 1925 63.2 WDWM4337
2 EASEMENT SP 1925 119.6 WDWM4339
2 EASEMENT SP 1925 652.7 WDWM4343
2 EASEMENT SP 1925 29.7 WDWM4344
2 EASEMENT SP 1925 51.2 WDWM4363
2 EASEMENT SP 1925 382.8 WDWM4425
2 EASEMENT SP 1925 345.2 WDWM4494
2 EASEMENT SP 1925 562.7 WDWM4514
2 EASEMENT SP 1925 16.5 WDWM4523
2 EASEMENT SP 1925 557.2 WDWM4635
2 GRAND BLVD COP 1925 125.3 WDWM4905
2 EASEMENT PVC 1925 212.1 WDWM5002
2 EASEMENT SP 1925 203.0 WDWM5012
2 EASEMENT SP 1925 565.7 WDWM5013
2 THIRD ST SP 1925 121.8 WDWM5069
2 EASEMENT SP 1925 169.1 WDWM5071
2 EASEMENT SP 1925 109.2 WDWM5072
2 EASEMENT SP 1925 117.4 WDWM5086
2 EASEMENT SP 1925 14.4 WDWM5101
2 EASEMENT SP 1925 169.4 WDWM7158
2 EASEMENT SP 1925 4.0 WDWM7393
2 EASEMENT SP 1925 675.1 WDWM9218
2 EASEMENT SP 1925 170.5 WDWM9226
2 EASEMENT SP 1925 170.4 WDWM10568
2 EASEMENT SP 1925 411.4 WDWM10569
2 EASEMENT SP 1925 394.1 WDWM10695
2 EASEMENT SP 1925 195.5 WDWM10697
2 EASEMENT SP 1925 378.5 WDWM10835
2 EASEMENT PVC 1925 18.4 WDWM5002
2 EASEMENT SP 1925 2.0 WDWM9218
3 EASEMENT SP 1925 1218.7 WDWM3941
4 UNKNOWN SP 1925 370.5 WDWM6358
4 UNKNOWN SP 1925 544.9 WDWM6373
4 FIFTH ST SP 1925 197.1 WDWM6374
4 NINTH ST SP 1925 394.3 WDWM6392
4 NINTH ST SP 1925 376.3 WDWM6393

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 4 NINTH ST SP 1925 180.6 WDWM6394
4 NINTH ST SP 1925 368.5 WDWM9212
4 FIFTH ST SP 1925 157.5 WDWM10694
4 UNKNOWN SP 1925 12.4 WDWM6358
6 EASEMENT CIPP 1925 31.8 WDWM3932
6 EASEMENT SP 1925 9.2 WDWM4320
6 GRAND BL SP 1925 241.8 WDWM4365
6 EASEMENT SP 1925 73.2 WDWM4525
6 GRAND BLVD SP 1925 6.1 WDWM5097
6 UNKNOWN AC 1925 144.5 UNKNOWN
8 EASEMENT SP 1925 11.5 WDWM9326
4 EASEMENT SP 1926 21.0 WDWM6348
6 VICENTIA AVE SP 1926 343.7 WDWM3942
6 VICENTIA AVE SP 1926 201.9 WDWM6949
6 VICENTIA AVE SP 1926 167.2 WDWM7389
4 EASEMENT SP 1927 374.2 WDWM6365
4 EASEMENT SP 1927 374.3 WDWM6366
4 EASEMENT SP 1927 397.8 WDWM6367
4 EASEMENT SP 1927 178.7 WDWM6368
4 EASEMENT SP 1927 170.7 WDWM9220
16 EASEMENT SP 1927 5.0 WDWM9880
16 GRAND BLVD SP 1927 12.5 WDWM9923
30 GRAND BLVD CMLC 1927 57.7 WDWM10221
2 UNKNOWN SP 1928 11.2 WDWM4881
3 EASEMENT SP 1930 117.5 WDWM4338
3 EASEMENT SP 1930 349.1 WDWM4340
3 EASEMENT SP 1930 18.9 WDWM4341
3 EASEMENT SP 1930 5.9 WDWM4342
2 EASEMENT SP 1931 23.6 WDWM5067
2 EASEMENT SP 1931 19.3 WDWM5068
6 EASEMENT CIPP 1931 190.6 WDWM3323
6 GRAND BLVD CIPP 1931 202.7 WDWM3873
6 GRAND BLVD CIPP 1931 26.6 WDWM3874
6 GRAND BLVD CIPP 1931 19.2 WDWM3875
6 EASEMENT CIPP 1931 177.0 WDWM3876
6 EASEMENT CIPP 1931 7.8 WDWM3877
6 VICENTIA AVE AC 1931 32.0 WDWM3924
6 VICENTIA AVE AC 1931 375.7 WDWM3925
6 VICENTIA AVE CIPP 1931 357.9 WDWM3930
6 ELEVENTH ST CIPP 1931 12.6 WDWM3938
6 ELEVENTH ST CIPP 1931 13.1 WDWM3939
6 ELEVENTH ST CIPP 1931 137.7 WDWM3940
6 EASEMENT CIPP 1931 28.0 WDWM3943
6 ELEVENTH ST CIPP 1931 207.2 WDWM3944
6 EASEMENT CIPP 1931 1021.4 WDWM3945
6 EASEMENT CIPP 1931 109.7 WDWM4441
6 EASEMENT CIPP 1931 84.0 WDWM4463

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 6 EASEMENT CIPP 1931 205.6 WDWM4527
6 EASEMENT CIPP 1931 399.4 WDWM4528
6 EASEMENT CIPP 1931 1.5 WDWM4529
6 VICENTIA AVE CIPP 1931 10.5 WDWM4622
6 VICENTIA AVE CIPP 1931 31.6 WDWM4626
6 GRAND BLVD CIPP 1931 53.4 WDWM5000
6 GRAND BLVD CIPP 1931 192.2 WDWM5001
2 E GRAND BLVD SP 1932 176.6 WDWM4304
2 FOURTH ST SP 1932 66.7 WDWM4362
6 UNKNOWN CIPP 1938 688.5 WDWM4893
6 RAILROAD ST CIPP 1944 203.1 WDWM4136
6 RAILROAD ST CIPP 1944 881.4 WDWM4139
6 SEVENTH ST CIPP 1944 183.2 WDWM4330
6 SEVENTH ST CIPP 1944 210.2 WDWM4331
6 SEVENTH ST CIPP 1944 202.1 WDWM4332
6 SEVENTH ST CIPP 1944 181.1 WDWM4333
6 SEVENTH ST CIPP 1944 370.9 WDWM4848
6 SEVENTH ST CIPP 1944 8.0 WDWM4849
6 SEVENTH ST CIPP 1944 16.3 WDWM4876
6 SEVENTH ST CIPP 1944 181.7 WDWM4877
6 SEVENTH ST CIPP 1946 40.8 WDWM3891
6 SEVENTH ST CIPP 1946 167.9 WDWM3892
6 SEVENTH ST CIPP 1946 179.8 WDWM3893
6 SEVENTH ST CIPP 1946 7.8 WDWM3894
6 SEVENTH ST CIPP 1946 195.6 WDWM3897
6 SEVENTH ST PVC 1946 371.6 WDWM3905
6 GARRETSON AVE SP 1946 146.6 WDWM4318
6 GARRETSON AVE SP 1946 218.0 WDWM4319
6 GARRETSON AVE SP 1946 167.5 WDWM4367
6 SEVENTH ST CIPP 1946 422.3 WDWM4478
6 GARRETSON AVE SP 1946 465.7 WDWM4526
6 SEVENTH ST CIPP 1946 373.3 WDWM7595
10 VICENTIA AVE CIPP 1948 4.7 WDWM3927
10 VICENTIA AVE CIPP 1948 223.6 WDWM3931
10 VICENTIA AVE CIPP 1948 173.2 WDWM3933
10 VICENTIA AVE CIPP 1948 43.0 WDWM3934
10 VICENTIA AVE CIPP 1948 23.0 WDWM4477
10 VICENTIA AVE CIPP 1948 182.9 WDWM4479
10 VICENTIA AVE CIPP 1948 196.7 WDWM4480
10 VICENTIA AVE CIPP 1948 152.3 WDWM4481
10 VICENTIA AVE CIPP 1948 92.1 WDWM4482
10 VICENTIA AVE CIPP 1948 308.1 WDWM4511
10 VICENTIA AVE CIPP 1948 102.9 WDWM4886
10 VICENTIA AVE CIPP 1948 166.0 WDWM4887
2 MERRILL ST SP 1949 58.8 WDWM3963
2 MERRILL ST PVC 1949 93.7 WDWM3965
2 MERRILL ST SP 1949 491.5 WDWM4138

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 2 MERRILL ST PVC 1949 1.1 WDWM3965
6 EASEMENT CIPP 1951 729.3 WDWM2711
6 UNKNOWN CIPP 1951 160.1 WDWM2712
4 EASEMENT CIPP 1952 166.1 WDWM6375
4 EASEMENT CIPP 1952 170.7 WDWM6425
4 EASEMENT CIPP 1952 159.2 WDWM6441
6 PINE ST CIPP 1954 13.4 WDWM4315
10 CIRCLE CITY DR CIPP 1954 565.8 WDWM4306
10 CIRCLE CITY DR CIPP 1954 282.5 WDWM4309
10 CIRCLE CITY DR CIPP 1954 6.4 WDWM4311
10 CIRCLE CITY DR CIPP 1954 5.7 WDWM4312
10 CIRCLE CITY DR CIPP 1954 162.4 WDWM4314
10 CIRCLE CITY DR CIPP 1954 352.0 WDWM9208
10 UNKNOWN CIPP 1954 15.4 WDWM9337
10 UNKNOWN CIPP 1954 188.7 WDWM9348
10 CIRCLE CITY DR AC 1954 14.9 WDWM5073
10 CIRCLE CITY DR CIPP 1954 7.1 WDWM10566
2 EASEMENT SP 1955 304.8 WDWM4858
6 COTA ST CMLC 1955 968.4 WDWM4857
4 UNKNOWN CMLC 1956 466.2 WDWM6364
6 LANCER LN CIPP 1956 6.7 WDWM4426
6 LANCER ST CIPP 1956 1119.1 WDWM4427
10 CIRCLE CITY DR AC 1956 28.1 WDWM5074
10 CIRCLE CITY DR AC 1956 28.7 WDWM5075
4 FOURTH ST AC 1958 38.9 WDWM10830
8 UNKNOWN AC 1958 269.5 WDWM3922
8 UNKNOWN AC 1958 232.2 WDWM3923
8 FOURTH ST AC 1958 69.6 WDWM9225
8 FOURTH ST AC 1958 179.2 WDWM9230
8 FOURTH ST AC 1958 374.9 WDWM9231
8 FOURTH ST AC 1958 373.6 WDWM9232
8 FOURTH ST AC 1958 209.8 WDWM9233
8 FOURTH ST AC 1958 187.2 WDWM9234
8 FOURTH ST AC 1958 180.0 WDWM9235
8 FOURTH ST AC 1958 198.9 WDWM9236
8 FOURTH ST AC 1958 181.8 WDWM10822
8 FOURTH ST AC 1958 391.3 WDWM10823
8 FOURTH ST AC 1958 185.5 WDWM10824
8 FOURTH ST AC 1958 197.9 WDWM10825
8 FOURTH ST AC 1958 338.1 WDWM10826
8 FOURTH ST AC 1958 374.5 WDWM10828
8 FOURTH ST AC 1958 231.3 WDWM10837
10 JOY ST CMLC 1959 369.9 WDWM4491
10 JOY ST CMLC 1959 417.2 WDWM4492
10 JOY ST PVC 1959 261.7 WDWM4493
10 JOY ST PVC 1959 36.1 WDWM4493
6 EASEMENT AC 1960 844.5 WDWM7162

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 BLAINE ST AC 1963 14.1 WDWM10606
8 BLAINE ST AC 1963 57.9 WDWM10608
8 BLAINE ST AC 1963 144.3 WDWM10609
6 TAYLOR AVE AC 1964 175.6 WDWM2052
6 KELLEY AVE AC 1964 1107.7 WDWM3948
8 THIRD ST SP 1964 61.4 WDWM4847
6 WASHBURN ST PVC 1965 375.3 WDWM3895
4 UNKNOWN AC 1967 129.7 WDWM6362
4 UNKNOWN AC 1967 30.5 WDWM6363
4 KRESS CT SP 1967 438.8 WDWM6438
6 EASEMENT AC 1968 206.3 WDWM2713
16 RAILROAD ST AC 1968 716.7 WDWM9869
16 RAILROAD ST AC 1968 397.7 WDWM10342
2 EASEMENT COP 1969 42.0 WDWM5047
2 EASEMENT COP 1969 150.8 WDWM5048
6 EASEMENT AC 1969 57.4 WDWM3870
6 BELLE AVE AC 1969 43.7 WDWM3871
6 PEPPER TREE LN AC 1969 195.2 WDWM4443
6 EASEMENT CIPP 1969 7.4 WDWM5044
6 EASEMENT CIPP 1969 515.6 WDWM5045
6 PALM AVE AC 1969 213.7 WDWM5076
6 VICTORIA AVE AC 1969 5.5 WDWM5077
6 VICTORIA AVE AC 1969 33.7 WDWM5078
8 8TH ST AC 1969 150.6 WDWM4345
8 8TH ST AC 1969 175.3 WDWM4346
8 8TH ST AC 1969 10.0 WDWM4347
8 EASEMENT AC 1969 324.4 WDWM4348
8 RAMONA AVE AC 1969 189.6 WDWM4349
8 RAMONA AVE AC 1969 24.0 WDWM4350
8 RAMONA AVE AC 1969 389.9 WDWM4351
8 UNKNOWN AC 1969 27.4 WDWM4355
8 UNKNOWN AC 1969 8.0 WDWM4356
8 UNKNOWN AC 1969 6.8 WDWM4357
8 UNKNOWN AC 1969 118.3 WDWM4358
8 UNKNOWN AC 1969 155.4 WDWM4359
8 UNKNOWN AC 1969 216.2 WDWM4360
8 RAMONA AVE AC 1969 372.8 WDWM4361
8 UNKNOWN AC 1969 66.0 WDWM4436
8 NINTH ST AC 1969 22.4 WDWM4468
8 MAIN ST AC 1969 24.3 WDWM5079
8 MAIN ST AC 1969 22.2 WDWM5080
8 UNKNOWN AC 1969 116.4 WDWM5103
8 SEVENTH ST AC 1969 25.0 WDWM5104
8 UNKNOWN AC 1969 349.5 WDWM9224
8 FOURTH ST AC 1969 215.4 WDWM9237
8 FOURTH ST AC 1969 67.9 WDWM9238
8 UNKNOWN AC 1969 153.4 WDWM10743

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 UNKNOWN AC 1969 342.7 WDWM10744
8 UNKNOWN AC 1969 188.9 WDWM10745
8 UNKNOWN AC 1969 173.6 WDWM10746
8 WASHBURN ST AC 1969 387.7 WDWM10836
8 FOURTH ST AC 1969 40.6 WDWM10838
10 MAIN ST AC 1969 119.6 WDWM3898
10 MAIN ST AC 1969 332.3 WDWM3899
10 MAIN ST AC 1969 188.9 WDWM3900
10 SIXTH ST AC 1969 373.1 WDWM3901
10 SIXTH ST AC 1969 388.1 WDWM3903
10 SIXTH ST AC 1969 10.0 WDWM3904
10 MAIN ST AC 1969 174.8 WDWM3906
10 MAIN ST AC 1969 362.5 WDWM3907
10 MAIN ST AC 1969 18.2 WDWM3908
10 MAIN ST AC 1969 152.5 WDWM3909
10 SIXTH ST AC 1969 378.1 WDWM3928
10 SIXTH ST AC 1969 716.7 WDWM3929
10 SIXTH ST AC 1969 5.5 WDWM3956
10 SIXTH ST AC 1969 455.8 WDWM3957
10 SIXTH ST AC 1969 370.7 WDWM3958
10 SIXTH ST AC 1969 406.0 WDWM4323
10 SIXTH ST AC 1969 193.5 WDWM4324
10 SIXTH ST AC 1969 364.5 WDWM4329
10 SIXTH ST AC 1969 180.8 WDWM4352
10 SIXTH ST AC 1969 293.7 WDWM4353
10 SIXTH ST AC 1969 66.8 WDWM4354
10 MAIN ST AC 1969 9.0 WDWM4423
10 MAIN ST AC 1969 371.3 WDWM4424
10 SIXTH ST AC 1969 45.2 WDWM4437
10 SIXTH ST AC 1969 130.6 WDWM4438
10 MAIN ST AC 1969 191.3 WDWM4439
10 MAIN ST AC 1969 119.0 WDWM4440
10 MAIN ST AC 1969 115.0 WDWM4462
10 MAIN ST AC 1969 166.7 WDWM4485
10 MAIN ST AC 1969 327.3 WDWM4546
10 THIRD ST AC 1969 274.6 WDWM4547
10 THIRD ST AC 1969 29.8 WDWM4549
10 MAIN ST AC 1969 179.1 WDWM5007
10 MAIN ST AC 1969 19.0 WDWM5008
10 MAIN ST AC 1969 177.3 WDWM5009
10 MAIN ST AC 1969 204.3 WDWM5010
10 MAIN ST AC 1969 170.0 WDWM5011
10 10TH ST AC 1969 22.0 WDWM5082
10 10TH ST AC 1969 23.1 WDWM5083
10 MAIN ST AC 1969 72.5 WDWM5084
10 MAIN ST AC 1969 26.7 WDWM5085
10 SIXTH ST AC 1969 368.9 WDWM7150

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 10 SIXTH ST AC 1969 5.7 WDWM7151
10 SIXTH ST AC 1969 203.7 WDWM9214
10 SIXTH ST AC 1969 183.5 WDWM9215
12 OLIVE ST AC 1969 188.9 WDWM3869
12 OLIVE ST AC 1969 201.5 WDWM3872
12 OLIVE ST AC 1969 441.6 WDWM3954
12 OLIVE ST AC 1969 361.0 WDWM3955
12 OLIVE ST AC 1969 265.8 WDWM4442
12 OLIVE ST AC 1969 777.9 WDWM4460
12 OLIVE ST AC 1969 429.6 WDWM5004
12 OLIVE ST AC 1969 381.7 WDWM5005
12 OLIVE ST AC 1969 712.8 WDWM5006
2 EASEMENT SP 1970 9.7 WDWM5095
4 EASEMENT AC 1970 8.7 WDWM6369
4 EASEMENT AC 1970 68.8 WDWM6370
4 EASEMENT AC 1970 13.1 WDWM6371
4 EASEMENT AC 1970 78.7 WDWM6372
4 EASEMENT AC 1970 7.4 WDWM6395
6 ARROYO ST AC 1970 202.3 WDWM4302
6 SEVENTH ST CIPP 1970 12.6 WDWM5049
8 GRAND BLVD AC 1970 42.0 WDWM4364
8 GRAND BLVD AC 1970 303.5 WDWM4366
8 GRAND BLVD AC 1970 360.5 WDWM4420
8 GRAND BLVD AC 1970 224.6 WDWM4421
8 GRAND BLVD AC 1970 195.4 WDWM4422
8 GRAND BLVD AC 1970 146.1 WDWM4461
8 GRAND BLVD AC 1970 174.9 WDWM4472
8 THIRD ST AC 1970 235.9 WDWM4845
8 THIRD ST AC 1970 934.3 WDWM4846
8 SEVENTH ST AC 1970 76.0 WDWM5024
8 UNKNOWN AC 1970 184.3 WDWM5027
8 UNKNOWN AC 1970 149.1 WDWM5028
8 UNKNOWN AC 1970 14.2 WDWM5029
8 UNKNOWN AC 1970 12.5 WDWM5030
8 UNKNOWN AC 1970 14.9 WDWM5031
8 UNKNOWN AC 1970 47.0 WDWM5036
8 UNKNOWN AC 1970 180.3 WDWM5037
8 UNKNOWN AC 1970 124.9 WDWM5042
8 UNKNOWN AC 1970 138.7 WDWM5043
8 PALM AVE AC 1970 21.9 WDWM5096
8 THIRD ST AC 1970 598.9 WDWM7163
8 GRAND BLVD AC 1970 201.8 WDWM10730
4 SHERIDAN ST CIPP 1972 368.5 WDWM6219
4 EASEMENT AC 1972 421.0 WDWM6220
4 EASEMENT AC 1972 567.4 WDWM6225
4 EASEMENT AC 1972 712.6 WDWM6346
6 BELLE AVE AC 1972 365.6 WDWM2051

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 4 EASEMENT AC 1973 520.6 WDWM6221
4 EASEMENT AC 1973 127.2 WDWM6224
6 KENDALL ST AC 1973 933.6 WDWM3322
6 EASEMENT AC 1973 794.7 WDWM5003
6 E GRAND BLVD AC 1973 418.1 WDWM5070
6 2ND ST AC 1974 37.3 WDWM3918
6 GRAND BLVD AC 1974 2.0 WDWM3919
6 GRAND BLVD AC 1974 19.0 WDWM3920
6 GRAND BLVD AC 1974 1.9 WDWM3921
6 CEDAR ST AC 1974 8.3 WDWM4307
6 CEDAR ST AC 1974 304.7 WDWM4308
6 COTA ST AC 1974 342.9 WDWM10819
6 2ND ST PVC 1974 261.4 WDWM10821
8 2ND ST PVC 1974 199.0 WDWM3911
8 2ND ST AC 1974 164.3 WDWM3912
8 2ND ST AC 1974 200.9 WDWM3915
8 2ND ST AC 1974 163.8 WDWM3916
8 2ND ST AC 1974 90.5 WDWM3917
8 BELLE AVE AC 1974 382.8 WDWM5021
8 2ND ST AC 1974 60.8 WDWM5102
8 2ND ST AC 1974 8.2 WDWM3916
8 2ND ST AC 1974 12.4 WDWM3912
10 THIRD ST AC 1974 217.3 WDWM3914
10 THIRD ST AC 1974 106.6 WDWM4548
10 UNKNOWN PVC 1974 718.3 WDWM12633
16 GRAND BLVD SP 1974 217.4 WDWM9967
8 GRAND BLVD AC 1975 13.6 WDWM3959
8 GRAND BLVD AC 1975 224.6 WDWM3960
10 MAIN ST PVC 1975 49.1 WDWM4545
10 MAIN ST PVC 1975 408.7 WDWM4545
16 GRAND BLVD AC 1975 279.7 WDWM9859
16 GRAND BLVD AC 1975 23.7 WDWM9860
16 GRAND BLVD AC 1975 231.1 WDWM9861
16 RAILROAD ST AC 1975 207.2 WDWM9862
16 RAILROAD ST AC 1975 478.4 WDWM10283
16 RAILROAD ST AC 1975 60.0 WDWM10340
16 RAILROAD ST AC 1975 4.8 WDWM10341
8 EASEMENT AC 1976 693.1 WDWM4290
8 BLAINE ST AC 1976 78.4 WDWM4435
8 BLAINE ST AC 1976 648.2 WDWM6157
8 BLAINE ST AC 1976 39.9 WDWM6158
8 BLAINE ST AC 1976 21.5 WDWM6159
8 BLAINE ST AC 1976 70.2 WDWM6160
8 TENTH ST AC 1976 716.1 WDWM9311
8 TENTH ST AC 1976 13.6 WDWM9312
8 BLAINE ST AC 1976 325.0 WDWM10607
10 MAIN ST AC 1976 415.1 WDWM4134

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 10 SHERIDAN ST AC 1976 275.7 WDWM4135
10 SHERIDAN ST AC 1976 210.6 WDWM10611
16 GRAND BLVD AC 1976 504.1 WDWM9890
16 GRAND BLVD AC 1976 88.6 WDWM9891
6 UNKNOWN AC 1977 22.0 WDWM4217
6 UNKNOWN AC 1977 147.6 WDWM4310
6 PARK LN AC 1977 205.1 WDWM4316
6 PARK LN AC 1977 372.8 WDWM4317
6 PARK LN AC 1977 195.2 WDWM4486
6 CEDAR ST AC 1977 459.2 WDWM4487
6 PARK LN AC 1977 705.3 WDWM4489
6 UNKNOWN AC 1977 114.2 WDWM4524
6 10TH ST AC 1977 358.4 WDWM5014
6 PARK LN AC 1977 143.4 WDWM5015
6 EASEMENT SP 1977 224.5 WDWM5032
6 EASEMENT SP 1977 372.8 WDWM5033
6 EASEMENT SP 1977 7.1 WDWM5034
6 EASEMENT SP 1977 43.2 WDWM5038
6 PARK LN AC 1977 595.2 WDWM5087
8 FULLERTON AVE AC 1977 459.9 WDWM4490
8 FULLERTON AVE AC 1977 234.6 WDWM6917
8 PEARL ST PVC 1977 528.4 WDWM7533
8 FULLERTON AVE AC 1977 440.5 WDWM9205
8 10TH ST AC 1977 119.8 WDWM9206
8 10TH ST AC 1977 22.5 WDWM9207
8 GRAND BLVD AC 1977 862.4 WDWM9209
8 GRAND BLVD AC 1977 140.8 WDWM9210
8 UNKNOWN AC 1977 15.4 WDWM9338
8 UNKNOWN AC 1977 12.5 WDWM9394
8 UNKNOWN AC 1977 66.0 WDWM9395
8 UNKNOWN AC 1977 118.8 WDWM9396
8 GRAND BLVD AC 1977 464.0 WDWM9529
8 GRAND BLVD AC 1977 48.4 WDWM9534
8 PEARL ST PVC 1977 1.2 WDWM7533
8 PEARL ST PVC 1977 23.7 WDWM4289
8 PEARL ST PVC 1977 27.7 WDWM7533
8 PEARL ST PVC 1977 1.0 WDWM7533
12 UNKNOWN PVC 1977 1.7 WDWM12568
14 GRAND BLVD AC 1977 25.0 WDWM9527
14 GRAND BLVD AC 1977 495.4 WDWM9530
14 GRAND BLVD AC 1977 210.9 WDWM9531
6 EASEMENT SP 1978 164.9 WDWM5035
6 VICENTIA AVE SP 1978 14.5 WDWM6950
6 UNKNOWN CMLC 1978 61.0 WDWM12571
8 BELLE AVE AC 1978 335.4 WDWM3910
8 RAMONA AVE AC 1978 63.9 WDWM5081
8 RAMONA AVE AC 1978 55.6 WDWM7975

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 VICENTIA AVE CMLC 1978 1003.2 WDWM9315
8 VICENTIA AVE CMLC 1978 836.6 WDWM9316
8 CIRCLE CITY DR AC 1978 11.8 WDWM9397
8 CIRCLE CITY DR AC 1978 47.0 WDWM9398
24 TENTH ST CMLC 1978 183.4 WDWM9857
24 TENTH ST CMLC 1978 403.4 WDWM9858
24 10TH ST CMLC 1978 176.4 WDWM9884
24 10TH ST CMLC 1978 186.8 WDWM9885
24 10TH ST CMLC 1978 209.7 WDWM9886
24 10TH ST CMLC 1978 199.7 WDWM9887
24 10TH ST CMLC 1978 147.5 WDWM9888
24 10TH ST CMLC 1978 17.6 WDWM9889
24 TENTH ST CMLC 1978 81.4 WDWM9892
24 TENTH ST CMLC 1978 108.3 WDWM9893
24 TENTH ST CMLC 1978 376.3 WDWM9949
24 TENTH ST CMLC 1978 367.5 WDWM9950
24 TENTH ST CMLC 1978 14.1 WDWM9951
24 TENTH ST CMLC 1978 36.1 WDWM9952
24 TENTH ST CMLC 1978 175.0 WDWM9953
24 TENTH ST CMLC 1978 68.0 WDWM9954
24 TENTH ST CMLC 1978 979.4 WDWM10270
24 TENTH ST CMLC 1978 903.4 WDWM10348
24 10TH ST CMLC 1978 178.7 WDWM10549
24 10TH ST CMLC 1978 375.5 WDWM10219
30 JOY ST CMLC 1978 64.5 WDWM9881
30 JOY ST CMLC 1978 13.7 WDWM9882
30 JOY ST CMLC 1978 14.0 WDWM9883
30 GARRETSON AVE CMLC 1978 36.4 WDWM9969
30 JOY ST CMLC 1978 180.9 WDWM10218
30 GARRETSON AVE CMLC 1978 66.5 WDWM10220
30 GARRETSON AVE CMLC 1978 174.2 WDWM10227
30 GARRETSON AVE CMLC 1978 823.3 WDWM10253
6 UNKNOWN AC 1979 744.1 WDWM4624
8 WASHBURN AVE AC 1979 381.3 WDWM3884
8 EASEMENT AC 1979 15.2 WDWM10605
2 GRAND BLVD PEP 1980 260.4 WDWM5239
2 EASEMENT COP 1980 214.5 WDWM9222
2 EASEMENT PEP 1980 95.1 WDWM5221
2 EASEMENT PEP 1980 99.7 WDWM5222
2 EASEMENT PEP 1980 108.9 WDWM5223
2 EASEMENT PEP 1980 119.5 WDWM5224
2 EASEMENT PEP 1980 225.2 WDWM5473
6 WASHBURN CIR AC 1980 15.0 WDWM5883
8 WASHBURN CIR AC 1980 272.2 WDWM5242
8 BLAINE ST AC 1980 588.1 WDWM10616
8 BLAINE ST PVC 1980 220.1 WDWM10617
8 BLAINE ST PVC 1980 3.6 WDWM10617

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 16 GARRETSON AVE AC 1980 54.3 WDWM9445
6 BELLE AVE CIPP 1982 42.0 WDWM5803
6 ELEVENTH ST CIPP 1982 23.8 WDWM5845
6 ELEVENTH ST CIPP 1982 36.2 WDWM5846
6 NINTH ST AC 1982 489.2 WDWM5454
8 SHERIDAN ST AC 1982 751.2 WDWM5212
8 SHERIDAN ST AC 1982 19.4 WDWM5213
8 SHERIDAN ST AC 1982 455.0 WDWM5214
8 BELLE AVE AC 1982 559.0 WDWM5216
8 MERRILL ST AC 1982 362.4 WDWM5226
8 MERRILL ST AC 1982 394.8 WDWM5227
8 MERRILL ST AC 1982 399.6 WDWM5228
8 CRAWFORD ST AC 1982 177.3 WDWM5233
8 CRAWFORD ST AC 1982 394.8 WDWM5234
8 EIGHTH ST AC 1982 372.3 WDWM5235
8 MERRILL ST AC 1982 16.3 WDWM5238
8 MERRILL ST AC 1982 679.1 WDWM5240
8 CRAWFORD ST AC 1982 221.4 WDWM5241
8 EIGHTH ST AC 1982 282.7 WDWM5453
8 MERRILL ST AC 1982 178.1 WDWM5630
16 GARRETSON AVE AC 1982 92.8 WDWM9392
16 GARRETSON AVE AC 1982 4183.1 WDWM9393
6 OLIVE ST AC 1983 14.2 WDWM2053
6 OLIVE ST AC 1983 292.1 WDWM2054
8 VICTORIA AVE AC 1983 207.0 WDWM5387
8 MERRILL ST AC 1984 344.0 WDWM5232
8 MERRILL ST AC 1984 8.0 WDWM5232
8 VICTORIA AVE PVC 1985 192.1 WDWM5373
8 RAMONA AVE AC 1985 167.9 WDWM5376
8 SAN JUAN ST AC 1985 277.2 WDWM7410
8 SAN JUAN ST AC 1985 7.9 WDWM7411
8 FOURTH ST AC 1985 89.0 WDWM9229
30 GRAND BLVD SP 1985 452.2 WDWM10008
30 E GRAND BLVD SP 1985 1224.7 WDWM10009
30 E GRAND BLVD SP 1985 9.2 WDWM10028
30 10TH ST SP 1985 193.0 WDWM10031
30 10TH ST SP 1985 42.0 WDWM10032
4 NINTH ST SP 1986 39.2 WDWM6448
8 EASEMENT SP 1986 253.8 WDWM4852
8 EASEMENT SP 1986 132.0 WDWM4853
8 EASEMENT SP 1986 185.8 WDWM4854
8 WASHBURN AVE AC 1986 174.6 WDWM5217
8 NINTH ST AC 1986 19.4 WDWM6026
8 WASHBURN AVE AC 1986 176.6 WDWM5218
8 GRAND BLVD AC 1986 7.9 WDWM5236
8 GRAND BLVD AC 1986 110.9 WDWM5237
8 SEVENTH ST AC 1986 369.7 WDWM5369

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 VICTORIA AVE PVC 1986 207.9 WDWM5374
8 RAMONA AVE AC 1986 367.5 WDWM5375
8 SEVENTH ST AC 1986 238.1 WDWM5381
8 SEVENTH ST AC 1986 3.3 WDWM5382
8 LA COSTA DR AC 1986 420.2 WDWM5447
8 MARGARITA DR AC 1986 262.6 WDWM5450
8 GRAND BLVD AC 1986 57.4 WDWM5455
8 GRAND BLVD AC 1986 199.1 WDWM5456
8 RAMONA AVE AC 1986 5.2 WDWM5465
8 BELLE AVE AC 1986 374.9 WDWM5870
8 BELLE AVE AC 1986 10.7 WDWM5871
8 EASEMENT AC 1986 24.9 WDWM6918
8 MARGARITA DR AC 1986 31.4 WDWM6919
8 MARGARITA DR AC 1986 181.8 WDWM6920
8 EASEMENT SP 1986 383.1 WDWM9211
8 EASEMENT SP 1986 1701.0 WDWM9329
8 EASEMENT SP 1986 854.4 WDWM9526
10 CONTADORA ST AC 1986 116.0 WDWM5370
30 QUARRY ST SP 1986 1375.8 WDWM10027
30 QUARRY ST SP 1986 576.6 WDWM10029
30 QUARRY ST SP 1986 32.3 WDWM10030
2 FIFTH ST SP 1987 28.4 WDWM5802
6 MERRILL ST AC 1987 158.5 WDWM5880
8 UNKNOWN AC 1987 87.9 WDWM5800
8 UNKNOWN AC 1987 87.8 WDWM5801
8 HOWARD ST AC 1987 50.2 WDWM5905
8 HOWARD ST AC 1987 57.2 WDWM5906
8 EASEMENT AC 1987 28.2 WDWM6027
8 THIRD ST AC 1987 200.7 WDWM5377
8 THIRD ST AC 1987 183.0 WDWM5378
8 THIRD ST AC 1987 10.6 WDWM5379
8 VICTORIA AVE PVC 1987 312.4 WDWM5380
8 THIRD ST AC 1987 208.4 WDWM5462
8 FIFTH ST AC 1987 67.4 WDWM5798
8 FIFTH ST AC 1987 7.0 WDWM5799
8 BELLE AVE AC 1987 598.2 WDWM5841
8 MERRILL ST AC 1987 391.0 WDWM5842
8 MERRILL ST AC 1987 318.3 WDWM5843
8 MERRILL ST AC 1987 7.0 WDWM5844
8 RAILROAD ST AC 1987 65.8 WDWM5881
8 UNKNOWN AC 1987 277.0 WDWM5893
8 UNKNOWN AC 1987 25.7 WDWM5894
8 UNKNOWN AC 1987 67.0 WDWM5895
8 UNKNOWN AC 1987 260.6 WDWM5896
8 UNKNOWN AC 1987 199.4 WDWM5897
8 UNKNOWN AC 1987 266.7 WDWM5898
8 VICTORIA AVE AC 1987 244.8 WDWM5907

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 VICTORIA AVE AC 1987 48.9 WDWM5908
8 FIFTH ST AC 1987 175.5 WDWM7469
8 VICTORIA AVE AC 1987 377.0 WDWM9219
8 RAMONA AVE AC 1987 382.0 WDWM9221
8 RAMONA AVE AC 1987 349.5 WDWM9223
10 FIFTH ST AC 1987 21.8 WDWM5797
8 FIFTH ST AC 1988 11.1 WDWM5795
8 FIFTH ST AC 1988 29.4 WDWM5796
8 BLAINE ST PVC 1988 714.1 WDWM7154
8 BLAINE ST PVC 1988 234.2 WDWM7155
8 FULLER ST AC 1988 356.0 WDWM10692
8 FULLER ST AC 1988 6.0 WDWM10693
8 SHERIDAN ST AC 1988 719.1 WDWM10832
8 BELLE AVE AC 1988 381.6 WDWM10833
4 SIXTH ST DIP 1989 61.7 WDWM10733
8 ELEVENTH ST AC 1989 184.6 WDWM5910
8 WASHBURN AVE AC 1989 382.9 WDWM5632
8 FIFTH ST PVC 1989 9.4 WDWM5792
8 FIFTH ST PVC 1989 428.0 WDWM5793
8 CRAWFORD ST PVC 1989 370.5 WDWM5794
8 E GRAND BLVD AC 1989 20.0 WDWM5901
8 E GRAND BLVD AC 1989 143.4 WDWM5902
8 E GRAND BLVD AC 1989 265.7 WDWM5903
8 CRAWFORD ST PVC 1989 350.5 WDWM10827
8 MERRILL ST PVC 1989 719.1 WDWM10829
10 3RD ST AC 1989 3.6 WDWM5866
10 THIRD ST AC 1989 360.6 WDWM5867
10 SIXTH ST PVC 1989 8.0 WDWM5904
10 SIXTH ST DIP 1989 165.7 WDWM10731
10 SIXTH ST DIP 1989 59.5 WDWM10732
6 HOWARD ST CIPP 1990 28.0 WDWM5911
8 HOWARD ST AC 1990 9.3 WDWM5912
8 HOWARD ST AC 1990 279.4 WDWM5913
10 GRAND BLVD PVC 1990 363.2 WDWM5791
10 GRAND BLVD AC 1990 226.1 WDWM5860
16 GRAND BLVD SP 1990 89.5 WDWM9964
16 GRAND BLVD PVC 1990 581.6 WDWM9965
16 GRAND BLVD SP 1990 14.4 WDWM9968
16 3RD ST SP 1990 220.2 WDWM9342
16 EASEMENT SP 1990 24.0 WDWM9343
16 EASEMENT SP 1990 283.0 WDWM9344
16 GRAND BLVD PVC 1990 122.3 WDWM9965
16 GRAND BLVD PVC 1990 7.3 WDWM9965
24 MERRILL ST SP 1990 21.0 WDWM9324
24 MERRILL ST SP 1990 2220.8 WDWM9345
24 MERRILL ST SP 1990 14.6 WDWM9346
24 MERRILL ST SP 1990 342.1 WDWM9347

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 4 EASEMENT AC 1991 114.7 WDWM6222
4 EASEMENT AC 1991 364.8 WDWM6223
8 PALM AVE PVC 1991 557.2 WDWM5909
12 UNKNOWN DIP 1991 38.0 WDWM9489
16 UNKNOWN DIP 1991 135.8 WDWM9490
2 UNKNOWN COP 1992 104.5 WDWM5472
2 UNKNOWN COP 1992 12.4 WDWM5472
4 UNKNOWN AC 1992 230.9 WDWM6436
4 UNKNOWN AC 1992 32.6 WDWM6437
8 SHERIDAN ST PVC 1992 379.8 WDWM5229
8 DEPOT DR AC 1992 34.2 WDWM5884
8 DEPOT DR AC 1992 306.7 WDWM5885
8 DEPOT DR AC 1992 131.1 WDWM5886
8 SHERIDAN ST PVC 1992 12.4 WDWM5229
10 3RD ST PVC 1992 192.8 WDWM5230
10 3RD ST PVC 1992 186.6 WDWM5231
10 GRAND BLVD PVC 1992 367.3 WDWM5790
10 3RD ST PVC 1992 506.8 WDWM5856
10 3RD ST PVC 1992 35.3 WDWM5857
10 MERRILL ST PVC 1992 10.6 WDWM5858
10 GRAND BLVD AC 1992 199.1 WDWM5859
12 E GRAND BLVD DIP 1992 18.0 WDWM9319
12 THIRD ST DIP 1992 7.4 WDWM9328
12 THIRD ST DIP 1992 133.6 WDWM9340
12 JOY ST DIP 1992 392.6 WDWM9341
12 E GRAND BLVD DIP 1992 128.3 WDWM9349
12 QUARRY ST PVC 1992 1497.6 WDWM9496
12 FOURTH ST DIP 1992 646.4 WDWM9533
16 JOY ST DIP 1992 11.5 WDWM9339
16 JOY ST DIP 1992 363.6 WDWM9399
16 10TH ST DIP 1992 238.7 WDWM9400
16 JOY ST DIP 1992 1876.7 WDWM9532
24 BELLE AVE SP 1992 2314.5 WDWM9331
24 TENTH ST SP 1992 51.9 WDWM9332
24 TENTH ST SP 1992 738.9 WDWM9333
6 UNKNOWN AC 1993 31.1 WDWM5874
6 UNKNOWN AC 1993 124.6 WDWM5875
6 UNKNOWN AC 1993 10.0 WDWM5876
6 UNKNOWN AC 1993 15.0 WDWM5877
8 UNKNOWN AC 1993 111.5 WDWM5878
8 UNKNOWN AC 1993 47.2 WDWM5879
8 UNKNOWN AC 1993 1033.7 WDWM10610
8 SHERIDAN ST PVC 1993 377.6 WDWM10831
8 BELLE AVE PVC 1993 390.6 WDWM10834
10 JOY ST AC 1994 181.0 WDWM9216
10 SIXTH ST CMLC 1994 173.7 WDWM7160
10 SIXTH ST CMLC 1994 5.5 WDWM7412

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 10 GRAND BLVD PVC 1995 108.6 WDWM5853
10 GRAND BLVD AC 1995 291.3 WDWM5854
10 GRAND BLVD AC 1995 55.5 WDWM5855
4 ALLEY PVC 1999 168.4 WDWM1717
8 BELLE AVE DIP 1999 227.2 WDWM1226
8 SEVENTH ST PVC 1999 12.9 WDWM1227
8 SEVENTH ST PVC 1999 8.6 WDWM1228
8 SEVENTH ST PVC 1999 402.9 WDWM1229
8 SEVENTH ST PVC 1999 8.8 WDWM1230
8 NINTH ST PVC 1999 670.1 WDWM1232
8 PINE ST PVC 1999 36.8 WDWM1239
8 PINE ST PVC 1999 649.6 WDWM1240
8 EIGHTH ST PVC 1999 509.5 WDWM1364
8 EIGHTH ST PVC 1999 48.9 WDWM1365
8 EIGHTH ST PVC 1999 5.0 WDWM1366
8 NINTH ST PVC 1999 55.4 WDWM10802
10 GRAND AV PVC 1999 205.1 WDWM1231
10 GRAND AV PVC 1999 406.3 WDWM1363
10 GRAND AV PVC 1999 395.1 WDWM1367
10 GRAND AV PVC 1999 224.8 WDWM1369
10 GRAND AV PVC 1999 181.4 WDWM1370
8 SHERIDAN ST PVC 2000 121.2 WDWM1237
8 KENDALL ST PVC 2000 68.8 WDWM102
8 ALLEY PVC 2000 263.2 WDWM1243
8 BARTH ST PVC 2000 649.2 WDWM1244
8 GRAND BL PVC 2000 20.8 WDWM1275
8 ELEVENTH ST PVC 2000 149.6 WDWM1279
8 RAMONA AV PVC 2000 713.3 WDWM1280
8 RAMONA AV PVC 2000 341.5 WDWM1281
10 MAIN ST PVC 2000 324.3 WDWM101
10 MAIN ST PVC 2000 206.8 WDWM103
10 MAIN ST PVC 2000 112.5 WDWM241
10 MAIN ST PVC 2000 10.5 WDWM1157
10 MAIN ST PVC 2000 184.8 WDWM1273
10 MAIN ST PVC 2000 217.9 WDWM1274
10 MAIN ST PVC 2000 12.3 WDWM1276
10 MAIN ST PVC 2000 76.8 WDWM1277
10 MAIN ST PVC 2000 240.7 WDWM1278
10 MAIN ST SP 2000 23.8 WDWM6820
10 MAIN ST SP 2000 22.5 WDWM6823
10 MAIN ST PVC 2000 65.5 WDWM6821
10 MAIN ST PVC 2000 9.5 WDWM6822
12 OLIVE ST PVC 2000 16.4 WDWM1272
6 GRAND BL PVC 2001 148.6 WDWM1247
6 GRAND BL PVC 2001 73.2 WDWM1248
6 EASEMENT PVC 2001 100.6 WDWM9255
6 UNKNOWN AC 2001 309.6 UNKNOWN

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 10 UNKNOWN DIP 2001 270.1 WDWM9437
10 UNKNOWN DIP 2001 42.8 WDWM9464
10 UNKNOWN DIP 2001 262.1 WDWM9467
10 UNKNOWN DIP 2001 53.4 WDWM9436
12 EASEMENT PVC 2001 721.1 WDWM9253
18 NINTH ST DIP 2001 10.7 WDWM9412
18 MERRILL ST DIP 2001 85.6 WDWM9425
18 MERRILL ST DIP 2001 362.9 WDWM9426
18 NINTH ST DIP 2001 3035.2 WDWM9427
18 UNKNOWN DIP 2001 26.2 WDWM9435
18 THIRD ST DIP 2001 232.6 WDWM9465
18 THIRD ST DIP 2001 55.9 WDWM9466
20 EASEMENT DIP 2001 4.8 WDWM9439
20 EASEMENT DIP 2001 722.1 WDWM9514
24 UNKNOWN DIP 2001 15.0 WDWM9406
24 UNKNOWN DIP 2001 15.0 WDWM9407
24 TENTH ST DIP 2001 19.2 WDWM9410
24 TENTH ST DIP 2001 19.9 WDWM9411
24 UNKNOWN DIP 2001 4.6 WDWM9413
24 UNKNOWN DIP 2001 33.4 WDWM9414
24 TENTH ST DIP 2001 111.2 WDWM9416
24 TENTH ST DIP 2001 99.4 WDWM9424
24 TAYLOR AV DIP 2001 545.0 WDWM10155
24 OLIVE ST DIP 2001 209.4 WDWM10156
24 MERRILL ST DIP 2001 1120.0 WDWM10160
24 MERRILL ST DIP 2001 111.9 WDWM10161
24 TENTH ST DIP 2001 38.8 WDWM10162
30 RAILROAD ST DIP 2001 1464.4 WDWM9417
30 MERRILL ST DIP 2001 971.2 WDWM9418
30 GRAND BL DIP 2001 322.4 WDWM9419
30 SECOND ST DIP 2001 189.7 WDWM9420
30 GRAND BL DIP 2001 780.9 WDWM9428
30 MERRILL ST DIP 2001 966.3 WDWM9429
30 RAILROAD ST DIP 2001 1480.2 WDWM9430
30 EASEMENT DIP 2001 734.9 WDWM9431
30 VALENCIA AV DIP 2001 236.3 WDWM9432
30 VALENCIA AV DIP 2001 5.2 WDWM9438
30 MERRILL ST DIP 2001 411.2 WDWM10163
30 MERRILL ST DIP 2001 1081.3 WDWM10164
30 MERRILL ST DIP 2001 1519.8 WDWM10165
8 UNKNOWN PVC 2002 295.1 WDWM1330
8 EASEMENT PVC 2002 654.6 WDWM7298
8 EASEMENT PVC 2002 239.0 WDWM7299
8 EASEMENT PVC 2002 53.0 WDWM7420
8 CIRCLE CITY DR PVC 2002 644.6 WDWM9528
10 THIRD ST PVC 2002 91.0 WDWM1309
8 VICENTIA AV PVC 2003 816.0 WDWM9250

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 16 VICENTIA AV PVC 2003 769.1 WDWM9257
4 EASEMENT PVC 2004 390.2 WDWM1730
6 COTA AV PVC 2004 47.7 WDWM1325
8 UNKNOWN PVC 2004 18.7 WDWM1349
8 EASEMENT PVC 2004 192.5 WDWM1350
8 UNKNOWN PVC 2004 98.1 WDWM1351
8 ALLEY PVC 2004 232.5 WDWM1352
8 FIFTH ST PVC 2004 43.5 WDWM1353
8 ALLEY PVC 2004 31.5 WDWM1354
8 FIFTH ST PVC 2004 20.1 WDWM1356
8 EASEMENT PVC 2004 325.5 WDWM7156
8 EASEMENT PVC 2004 13.7 WDWM7157
8 EASEMENT PVC 2004 7.2 WDWM7376
8 ALLEY PVC 2004 371.7 WDWM9213
8 ALLEY PVC 2004 382.3 WDWM9217
8 ALLEY PVC 2004 362.7 WDWM9227
8 FOURTH ST PVC 2004 219.6 WDWM9228
8 UNKNOWN PVC 2004 381.9 WDWM7286
8 FIFTH ST PVC 2004 198.5 WDWM10696
8 ALLEY PVC 2004 23.8 WDWM1352
8 ALLEY PVC 2004 14.6 WDWM1352
10 UNKNOWN PVC 2004 743.7 WDWM1450
10 VICENTIA AV PVC 2004 5.0 WDWM1326
10 VICENTIA AV PVC 2004 7.1 WDWM1327
10 THIRD ST PVC 2004 331.5 WDWM1328
10 THIRD ST PVC 2004 99.5 WDWM1329
10 VICENTIA AV PVC 2004 119.2 WDWM1341
10 VICENTIA AV PVC 2004 98.2 WDWM1342
10 THIRD ST PVC 2004 232.0 WDWM1359
10 THIRD ST PVC 2004 6.3 WDWM1360
10 SIXTH ST PVC 2004 200.4 WDWM7159
16 GRAND BL PVC 2004 94.8 WDWM9628
16 GRAND BL CMLC 2004 156.7 WDWM9630
16 GRAND BL PVC 2004 591.9 WDWM9631
16 GRAND BL CMLC 2004 161.1 WDWM9630
16 GRAND BL CMLC 2004 10.2 WDWM9630
16 GRAND BL CMLC 2004 135.6 WDWM9630
2 EASEMENT COP 2005 31.1 WDWM6645
6 SCHOOL ST PVC 2005 141.9 WDWM1358
6 ALLEY PVC 2005 163.8 WDWM1372
6 SCHOOL ST PVC 2005 124.2 WDWM9240
8 VICTORIA AV PVC 2005 217.3 WDWM1392
8 UNKNOWN PVC 2005 8.0 WDWM1489
8 EIGHTH ST PVC 2005 696.8 WDWM1382
8 SEVENTH ST PVC 2005 687.7 WDWM1389
8 NINTH ST PVC 2005 714.0 WDWM1391
8 EASEMENT PVC 2005 115.1 WDWM1451

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 EASEMENT PVC 2005 337.5 WDWM1452
8 EASEMENT PVC 2005 211.4 WDWM1453
8 EASEMENT PVC 2008 499.8 WDWM7285
8 HOPE ST PVC 2014 1.7 WDWM10618
12 HOPE ST PVC 2014 317.2 WDWM10618
24 UNKNOWN DIP 2014 10.7 UNKNOWN
24 UNKNOWN DIP 2014 408.1 UNKNOWN
24 UNKNOWN DIP 2014 206.7 UNKNOWN
24 UNKNOWN DIP 2014 13.4 UNKNOWN
24 UNKNOWN DIP 2014 356.0 UNKNOWN
24 UNKNOWN DIP 2014 74.0 UNKNOWN
24 UNKNOWN DIP 2014 922.0 UNKNOWN
24 UNKNOWN DIP 2014 29.1 UNKNOWN
8 UNKNOWN DIP 2015 14.2 UNKNOWN
8 UNKNOWN DIP 2015 10.0 UNKNOWN
12 UNKNOWN DIP 2015 424.5 UNKNOWN
12 UNKNOWN Ductile
Iron 2015 381.0 UNKNOWN
12 UNKNOWN Ductile
Iron 2015 355.2 UNKNOWN
12 UNKNOWN Ductile
Iron 2015 395.8 UNKNOWN
12 UNKNOWN Ductile
Iron 2015 355.0 UNKNOWN
12 UNKNOWN Ductile
Iron 2015 384.0 UNKNOWN
12 UNKNOWN Ductile
Iron 2015 407.8 UNKNOWN
12 UNKNOWN Ductile
Iron 2015 393.2 UNKNOWN
12 UNKNOWN DIP 2015 172.2 UNKNOWN
12 UNKNOWN Ductile
Iron 2015 223.7 UNKNOWN
12 UNKNOWN Ductile
Iron 2015 10.0 UNKNOWN
12 UNKNOWN Ductile
Iron 2015 43.4 UNKNOWN
12 UNKNOWN DIP 2015 11.0 UNKNOWN
12 UNKNOWN DIP 2015 16.0 UNKNOWN
12 UNKNOWN DIP 2015 343.6 UNKNOWN
6 UNKNOWN AC 2017 335.3 WDWM12552
6 UNKNOWN CMLC 2017 3.6 WDWM12559
6 UNKNOWN PVC 2017 20.0 UNKNOWN
8 THIRD ST CMLC 2017 9.5 WDWM9310
8 THIRD ST CMLC 2017 26.5 WDWM9325
8 EASEMENT CMLC 2017 10.5 WDWM9327
8 UNKNOWN PVC 2017 30.0 WDWM12496
8 UNKNOWN CMLC 2017 7.3 WDWM12527
8 UNKNOWN CMLC 2017 5.6 WDWM12544

DIAMETER STREET NAME MATERIAL YEAR INSTALLED LENGTH NEXGEN_ID 8 UNKNOWN CMLC 2017 209.1 WDWM12553
8 UNKNOWN CMLC 2017 182.9 WDWM12554
8 UNKNOWN CMLC 2017 176.7 WDWM12555
8 UNKNOWN CMLC 2017 157.6 WDWM12557
8 UNKNOWN CMLC 2017 7.3 WDWM12563
8 UNKNOWN CMLC 2017 8.4 WDWM12578
8 UNKNOWN CMLC 2017 220.8 WDWM12580
8 UNKNOWN CMLC 2017 7.0 WDWM12593
8 UNKNOWN CMLC 2017 8.9 WDWM12603
8 UNKNOWN CMLC 2017 7.4 WDWM12607
8 UNKNOWN CMLC 2017 117.0 WDWM12618
8 UNKNOWN PVC 2017 2.2 UNKNOWN
8 UNKNOWN PVC 2017 4.8 UNKNOWN
12 UNKNOWN CMLC 2017 523.2 WDWM12510
12 UNKNOWN CMLC 2017 801.8 WDWM12521
12 UNKNOWN CMLC 2017 3.3 WDWM12526
12 UNKNOWN CMLC 2017 46.9 WDWM12532
12 UNKNOWN CMLC 2017 440.5 WDWM12537
12 UNKNOWN CMLC 2017 347.7 WDWM12545
12 UNKNOWN PVC 2017 194.6 WDWM12548
12 UNKNOWN CMLC 2017 7.0 WDWM12550
12 UNKNOWN CMLC 2017 500.7 WDWM12567
12 UNKNOWN CMLC 2017 7.0 WDWM12569
12 UNKNOWN PVC 2017 209.9 WDWM12579
12 UNKNOWN PVC 2017 383.1 WDWM12581
12 UNKNOWN CMLC 2017 332.5 WDWM12583
12 UNKNOWN PVC 2017 365.5 WDWM12584
12 UNKNOWN PVC 2017 3.8 WDWM12634
12 UNKNOWN PVC 2017 1.8 WDWM12636
12 UNKNOWN PVC 2017 37.1 UNKNOWN
12 UNKNOWN PVC 2017 160.1 UNKNOWN
12 UNKNOWN DIP 2018 1108.7 UNKNOWN
12 UNKNOWN DIP 2018 380.7 UNKNOWN
12 UNKNOWN DIP 2018 13.7 UNKNOWN
4 UNKNOWN DIP 2020 10.6 UNKNOWN
4 UNKNOWN DIP 2020 9.5 UNKNOWN
12 UNKNOWN DIP 2020 424.6 UNKNOWN
12 UNKNOWN DIP 2020 374.1 UNKNOWN

Appendix I
Existing Model Calibration Curves

0 5
10 15
20 0 24 48 Level, ft
Time of Day
Clearwell
Clearwell Model - Clearwell

0 200
400
600
800
1000
1200
0 5
10 15
20 25
0 12 24 36 48 Level, ft Flow, gpm
Time of Day
725 Zone
SCADA - GreenRiver Tank MODEL - GreenRiver Tank
SCADA - Nicolas FCV MODEL - Nicolas FCV

0 1000
2000
3000
4000
5000
6000
0 12 24 36 48 Flow, gpm
Time of Day
905 Zone
SCADA - Mangular PS MODEL - Mangular PS
SCADA - Sampson FCV MODEL - Sampson FCV

0 20
40 60
80 100
120
140
160
180
0 500
1000
1500
2000
2500
3000
3500
4000
0 12 24 36 48 Pressure, psi Flow, gpm
Time of Day
Sampson PRS
SCADA - Sampson PRS MODEL - Sampson PRS
SCADA - US Pressure MODEL - US Pressure

0 1000
2000
3000
4000
5000
6000
7000
8000
9000
0 12 24 36 48 Flow, gpm
Time of Day
Garretson 3 PS
SCADA - Garretson 3 PS MODEL - Garretson 3 PS SCADA - R3/2 FCV MODEL - R3/2 FCV

0 200
400
600
800
1000
1200
1400
1600
1800
2000
0 5
10 15
20 25
0 12 24 36 48 Level, ft
Time of Day
905 Zone
SCADA - Cresta Verde MODEL - Cresta Verde SCADA - R3 MODEL - R3 SCADA - R3 PRS

0 5
10 15
20 25
30 0 12 24 36 48 Level, ft
Time of Day
905 Zone
SCADA - Mangular Model - Mangular SCADA - Garretson MODEL - Garretson

0 20
40 60
80 100
120
140
0 12 24 36 48 Pressure, psi
Time of Day
1020 Zone
SCADA - Cresta Verde BPS MODEL - Cresta Verde BPS

0 5
10 15
20 25
30 0 12 24 36 48 Level, ft
Time of Day
1020 Zone
SCADA - Yuma MODEL - Yuma

0 5
10 15
20 25
30 0 12 24 36 48 Level, ft
Time of Day
1060 Zone
SCADA - Border MODEL - Border SCADA - SDO MODEL - SDO

0 5
10 15
20 25
0 12 24 36 48 Level, ft
Time of Day
1060 Zone
SCADA - Lester #1 SCADA - Lester #2 MODEL - Lester #1

0 10
20 30
40 50
60 70
80 90
100
0 12 24 36 48 DS Pressure, psi
Time of Day
1130 Zone
SCADA - 1130 Aquino HPS MODEL - Aquino HPS

0 10
20 30
40 50
60 70
0 12 24 36 48 Flow, gpm
Time of Day
1130 Zone
SCADA - Mabey Canyon HPS MODEL - Mabey Canyon HPS

0 500
1000
1500
2000
2500
3000
0 12 24 36 48 Flow, gpm
Time of Day
1220 Zone
SCADA - Garretson 4 PS MODEL - Garretson 4 PS
SCADA - Chase BPS MODEL - Chase BPS

80 82
84 86
88 90
92 94
96 98
100
0 2
4 6
8 10
12 14
16 18
20 0 12 24 36 48 Pressure, psi Flow, gpm
Time of Day
1220 Montana Ranch Zone
SCADA - 1220 Montana Ranch HPS MODEL - Montana Ranch HPS SCADA - DS Pressure MODEL - DS Pressure

0 20
40 60
80 100
120
140
160
0 12 24 36 48 DS Pressure, psi
Time of Day
1220 Zone
SCADA - Lester 4 DS MODEL - Lester 4 DS SCADA - Border DS MODEL - Border DS

0 20
40 60
80 100
120
0 12 24 36 48 DS Pressure, psi
Time of Day
1220 Zone
SCADA - Chase BPS MODEL - Chase BPS SCADA - Mt Gate US
MODEL - Mt Gate US SCADA - Mt Gate DS MODEL - Mt Gate DS

0 500
1000
1500
2000
2500
3000
3500
0 12 24 36 48 Flow, gpm
Time of Day
1220 Zone
SCADA - Lester 4PS SCADA - Border MODEL - Lester 4 PS MODEL - Border PS

0 5
10 15
20 25
30 35
0 12 24 36 48 Level, ft
Time of Day
1220 Zone
SCADA - Upper & Main MODEL - Upper Main
Upper & Main

SCADA - ADV MODEL - ADV

0 5
10 15
20 25
30 0 12 24 36 48 Level, ft
Time of Day
1220 Zone
SCADA - Hayden MODEL - Hayden SCADA - Keith MODEL - Keith

0 50
100
150
200
250
300
0 12 24 36 48 Flow, gpm
Time of Day
1235 Zone
SCADA - Morita HPS MODEL - Morita HPS

0 20
40 60
80 100
120
140
160
180
0 12 24 36 48 DS Pressure, psi
Time of Day
1235 Zone
SCADA - 1220 Montana Ranch HPS
MODEL - Montana Ranch HPS

0 20
40 60
80 100
120
0 12 24 36 48 DS Pressure, psi
Time of Day
1310 Zone
SCADA - 1220 Montana Ranch HPS
MODEL - Montana Ranch HPS

0 50
100
150
200
250
300
350
400
0 12 24 36 48 Flow, gpm
Time of Day
1310 Zone
SCADA - Mabey Canyon HPS MODEL - Mabey Canyon HPS

0 1000
2000
3000
4000
5000
6000
7000
0 12 24 36 48 Flow, gpm
Time of Day
1380 Zone
SCADA - Lester 5PS MODEL - Lester 5 PS
SCADA - Sierra Bella PS MODEL - Sierra Bella PS

0 50
100
150
200
250
300
0 12 24 36 48 Pressure, psi
Time of Day
1380 Zone
SCADA - Lester 5PS MODEL - Lester 5 PS SCADA - Sierra Bella BPS MODEL - Sierra Bella PS SCADA - Eagle Glen BPS MODEL - Eagle Glen BPS SCADA - Harlan Hills HPS MODEL - Harland Hills HPS

0 5
10 15
20 25
30 0 12 24 36 48 Level, ft
Time of Day
1380 Zone
SCADA - Eagle Glen MODEL - Eagle Glen
SCADA - Gilbert MODEL - Gilbert

0 500
1000
1500
2000
2500
3000
0 12 24 36 48 Flow, gpm
Time of Day
1640 Zone
SCADA - Payette PS MODEL - Payette PS
SCADA - Eagle Glen 6 BPS MODEL - Eagle Glen 6 BPS

0 20
40 60
80 100
120
140
160
180
0 12 24 36 48 Pressure, psi
Time of Day
1640 Zone
SCADA - Eagle Glen6 PS US MODEL - Eagle Glen 6 US
SCADA - Payette DS MODEL - Payette DS

0 5
10 15
20 25
30 0 12 24 36 48 Level, ft
Time of Day
1640 Zone
SCADA - Jameson MODEL - Jameson

0 50
100
150
200
250
300
350
400
450
0 12 24 36 48 Flow, gpm
Time of Day
Alcoa PRS
SCADA - Alcoa MODEL - Alcoa

0 20
40 60
80 100
120
140
160
0 12 24 36 48 Pressure, psi
Time of Day
Alcoa PRS
SCADA - Alcoa DS MODEL - Alcoa DS MODEL - Alcoa US SCADA - Alcoa US

Appendix J
Planned Near-Term Developments

MH
MH MH
MH
MH
MH
MH
MH
MH MH
MH

MH MH MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MHMH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
SP
SP
MH
City of Corona TENTATIVE TRACT NO.38572 SHEET FOR CONDOMINIUM PURPOSES 1 OF 8 TENTATIVE TRACT MAP NO. 38572 FOR CONDOMINIUM PURPOSES “ ” Page 2102 of 3356 MH
MH
MH
MH
MH
MH
MH
MH MH

MH MH MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
SP
SP
MH
City of Corona TENTATIVE TRACT NO.38572 SHEET FOR CONDOMINIUM PURPOSES 2 OF 8 CONCEPTUAL GRADING Page 2103 of 3356 MH
City of Corona TENTATIVE TRACT NO.38572 SHEET FOR CONDOMINIUM PURPOSES 3 OF 8 CONCEPTUAL GRADING SEE SHEET 6 SEE SHEET 6 SEE SHEET 4 SEE SHEET 4

MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
SP
MH
City of Corona TENTATIVE TRACT NO.38572 SHEET FOR CONDOMINIUM PURPOSES 4 OF 8 CONCEPTUAL GRADING SEE SHEET 5 SEE SHEET 5 SEE SHEET 3 SEE SHEET 3

MH
MH
MH
MH
MH
MH MH
MH

MH MH MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
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MH
City of Corona TENTATIVE TRACT NO.38572 SHEET FOR CONDOMINIUM PURPOSES 5 OF 8 CONCEPTUAL GRADING SEE SHEET 6 SEE SHEET 6SEE SHEET 4 SEE SHEET 4 Page 2106 of 3356 City of Corona TENTATIVE TRACT NO.38572 SHEET FOR CONDOMINIUM PURPOSES 6 OF 8 CONCEPTUAL GRADING SEE SHEET 7 SEE SHEET 7
SEE SHEET 5 SEE SHEET 5SEE SHEET 3 SEE SHEET 3 Page 2107 of 3356 City of Corona TENTATIVE TRACT NO.38572 SHEET FOR CONDOMINIUM PURPOSES 7 OF 8 CONCEPTUAL GRADING SEE SHEET 6 SEE SHEET 3 SEE SHEET 3SEE SHEET 6

MH
MH
MH
MH
MH
MH
MH
MH
MH MH
MH

MH MH MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH
MH MH
MH
MH
MH
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MH
MH
MH
MH
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MH
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MH
MH
MH
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MH
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MH
MH
SP
SP
MH
City of Corona TENTATIVE TRACT NO.38572 SHEET FOR CONDOMINIUM PURPOSES 8 OF 8 CONCEPTUAL UTILITY PLAN Page 2109 of 3356 NO

PARKING
NO

PARKING
NO

PARKING
NO

PARKING
NO

PARKING
NO
PARKING 140'-0" 140'-0" 233'-0" 140'-0" 140'-0" 253'-0" 465'-0"
324'-0" 260'-0" 258'-0"
480'-0"
339'-0"
300'-0"
936'-0"

ZERO CURB FACE ZERO CURB FACE

ZERO CURB FACE ZERO CURB FACE

ZERO CURB FACE

ZERO CURB FACE

ZERO CURB FACE

ZERO CURB FACE ZERO CURB FACE

ZERO CURB FACE

ZERO CURB FACE T T
T
T

VISITOR

VISITOR

VISITOR

VISITOR

VISITOR

VISITOR

VISITOR

VISITOR

VISITOR

VISITOR

VISITOR

VISITOR

VISITOR

VISITOR

VISITOR

VISITOR

VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR

VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR
NO

PARKING
NO

PARKING
NO

PARKING
NO

PARKING
NO

PARKING
NO

PARKING
NO

PARKING NO

PARKING
NO

PARKING
NO

PARKING
NO

PARKING
NO

PARKING
NO

PARKING
NO

PARKING
NO

PARKING
NO

PARKING
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS

FUTURE VAN
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
NO

PARKING
ZERO
CURB
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS

FUTURE VAN
EVCS
FUTURE

EVCS NO

PARKING
ZERO
CURB
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS

FUTURE VAN
EVCS
NO

PARKING
ZERO
CURB
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS

FUTURE VAN

EVCS NO

PARKING
ZERO
CURB
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS

VISITOR

VISITOR

VISITOR

VISITOR

VISITOR

VISITOR

T FUTURE VAN
EVCS

FUTURE AMBULATORY

EVCS NO

PARKING
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
FUTURE
EVCS
10'-0" 5'-0" 12'-0" 9'-0"
20'-0"
FUTURE
TYP

EVCS MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH

CA/ CP/EV

CA/ CP/EV

CA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EV CA/ CP/EV CA/ CP/EV

CA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EV CA/ CP/EV CA/ CP/EV CA/ CP/EV CA/ CP/EV CA/ CP/EV CA/ CP/EV

CA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EV

CA/ CP/EVCA/ CP/EV

CA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EV

CA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EVCA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV
CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ CP/EV

CA/ VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR

VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR

VISITOR VISITOR VISITOR VISITOR VISITOR VISITOR

VISITOR

VISITOR

VISITOR

VISITOR

VISITOR

VISITOR

VISITOR

VISITOR

VISITOR

VISITOR

VISITOR

VISITOR

VISITOR

VISITOR

VISITOR

VISITOR

XXXX GPM
@

XX PSI DIESEL DRIVEN

FIRE PUMP
CENTERLINE @
10'-0" A.F.F.

SUCTION DISCHARGE 250#
250#
250#250#
250#250#
250#
250#
300 GAL. NOM.

FUEL TANK DIESEL 270 GAL. USABLE 14
175#
175#
175#
77'-7"
106'-2"
128'-0"
161'-10"
151'-3"
30'-0"

SETBACK
30'-0"

SETBACK
30'-0"

SETBACK

SETBACK
30'-0" 89'-0" 20'-0" SETBACK 127'-8" 20'-0" SETBACK
140'-0"
10'-0" SETBACK
10'-0"

SETBACK
171'-2"
144'-5"
116'-8" Drawings, specifications and other documents, including those in electronic form, prepared by the Architect and the Architect's consultants are Instruments of Service for use solely with respect to this Project. The Architect and the Architect's consultants shall be deemed the authors and owners of their respective Instruments of Service and shall retain all common law, statutory and other reserved rights, including copyrights. B A S T I E N A N D A S S O C I A T E S , I N C . A R C H I T E C T U R E A N D P L A N N I N G W e b A d d r e s s : w w w . B a s t i e n A r c h i t e c t s . c o m P h o n e : ( 7 1 4 ) 6 1 7 - 8 6 0 0 T U S T I N , C A L I F O R N I A 9 2 7 8 0 1 5 6 6 1 R E D H I L L A V E N U E , S U I T E 1 5 0 J u l y 3 1 , 2 0 2 0 A0.3 4 6 0 2 G r e e n R i v e r R D. C o r o n a , C a l i f o r n i a G R E E N R I V E R R A N C H B U S I N E S S P A R K N o r t h S c a l e : 1 " = 1 0 0 ' - 0 " 0 100 200 300 400 GENERAL COMMERCIAL 5.0 Acres
1D Contact: Mike C. Taing Telephone: 951 734 2130 Corona, CA 92881-3370 1880 Compton Ave. KWC ENGINEERS CIVIL: Contact: Michael Viscetto Telephone: 714 617 8600 Tustin, California 92780 15661 Red Hill Avenue, Suite 150 BASTIEN AND ASSOCIATES, INC. ARCHITECT: Contact: Eric Freeman Telephone: 714 680 0417 Fullerton, CA 92832 305 N. Harbor Blvd., Suite 222 EMERALD DESIGN LANDSCAPE: [email protected] [email protected] [email protected] Legal Description (Refer to Civil for additional information) Parcel 1: Portion of Rancho La Sierra Yorba. Recorded in book 637, page 432 of Deeds, Riverside County Records. Parcel 2: Portion of Rancho La Sierra Yorba. Recorded in book 637, page 432 of Deeds, Riverside County Records. Parcel 3: That portion of Tract "C" marked "A. B. No 5, in the County of Riverside, Recorded of the partition of Maria de Jesus Y De Scully Estates, filed Action No. 7939 of the Superior Court of The State of California. County of Riverside, Recorded in Book 637, page 432 of Deeds, Riverside County Records. 5 FREEWAY N o r t h Scope of Work
· Five New Concrete Tilt Industrial Buildings.· All new Drives Shall be Concrete Paving.· All new Walks Shall be Concrete with Medium Broom Finish.· Public Improvements as directed by City Staff.· All new Landscaping Per City Requirements. DEVELOPER / APPLICANT: Contact: Gary Edwards Telephone: 949 720 3788 Newport Beach, California 92660 500 Newport Center Drive, Suite 630 WESTERN REALCO, LLC [email protected] 91 FREEWAY 15 FREEWAY
71 FREEWAY
57 FREEWAY 60 FREEWAY 10 FREEWAY Site Plan Summary Gross Site Area (+/- 52.46 Acres) +/- 2,285,157 s.f. Net Development Pad Area (+/- 37.82 Acres) +/- 1,647,439 s.f. Total Building Area 746,330 s.f. Ground Floor 710,100 s.f. Total Mezzanine Total 36,230 s.f. Site Coverage (Based on Development Pad) 43.10% F.A.R. (Based on Development Pad) 45.30% Landscape Area +/- 582,833 s.f. Native Buffer / Fuel Mod Area +/- 604,665 s.f. BUILDING SUMMARY BUILDING 1 (Net pad area = 15.05 Acres) Building Area 296,900 s.f. Building Footprint 285,698 s.f. Mezzanine 11,202 s.f. (ESFR Pump House , (456 s.f.), not included in s.f.) BUILDING 2 (Net pad area = 6.49 Acres) Building Area 131,695 s.f. Building Footprint 125,588 s.f. Mezzanine 6,107 s.f. BUILDING 3 (Net pad area = 6.41 Acres) Building Area 130,980 s.f. Building Footprint 124,693 s.f. Mezzanine 6,287 s.f. BUILDING 4 (Net pad area = 5.23 Acres) Building Area 100,155 s.f. Building Footprint 93,868 s.f. Mezzanine 6,287 s.f. BUILDING 5 (Net pad area = 4.64 Acres) Building Area 86,600 s.f. Building Footprint 80,320 s.f. Mezzanine 6,280 s.f. PARKING SUMMARY BUILDING 1 (296,900 s.f.) Parking Provided 479 Stalls Parking Required 479 Stalls Office 30,000 s.f. 1/250 120 Stalls Manufacturing 92,000 s.f. 1/500 184 Stalls Warehouse 174,900 s.f. 1/1,000 175 Stalls Bldg. 1 Footprint 285,698 s.f. Parcel Numbers 101-180-014-8, 101-180-037-9, 101-180-038-0, 101-180-015-9 C O N C E P T U A L S I T E P L A N General Notes 1. Site Plan Shall Meet all Engineering and NPDES Requirements. 2. All Lighting Shall Conform with the Municipal Standards. 3. All Signage Shall Conform with the Municipal Standards. 4. All Hardscape Shown on Plan will be Installed as Concrete Paving. 5. All Parking Spaces are shown as Standard Size Stalls - No Compact Spaces are Anticipated. 6. All Mechanical Equipment and Screening Shall Conform with the Municipal Standards. 7. All Public Improvements Shall Conform with the Municipal Standards. 55 FREEWAY

TOLL ROAD
241 TOLL ROAD
261 30' Drive
30' Drive
30' Drive
30' Drive
30' Drive 40' Drive 30' Drive
28' Drive 28' Drive
28' Drive
44' Drive
65' Drive
28' Drive
35' Drive
35' Drive
28' Drive
28' Drive
35' Drive Project Directory Vicinity Map (N.T.S.) Planning Information (Refer to Civil for additional information) Municipal Code Zone: M-4 Industrial Park Zone Specific Plan: Green River Ranch Specific Plan SP00-001 Specific Plan Zone: MU (Mixed Use) Bldg. Setbacks: 30' On Green River Road 20' On the Dominguez Ranch Road 10' On the East property line 10' On the South property line Bldg. 2 Footprint 125,588 s.f. Bldg. 3 Footprint 124,693 s.f. Bldg. 4 Footprint 93,868 s.f. Bldg. 5 Footprint 80,320 s.f. 2B 1C
1B
1A 2A 3B3A 4A4B 5B5A
30' Drive BUILDING 2 Parking Required 197 Stalls Parking Provided 197 Stalls Office 12,000 s.f. 1/250 48 Stalls Manufacturing 29,000 s.f. 1/500 58 Stalls Warehouse 90,695 s.f. 1/1,000 91 Stalls (131,695 s.f.) BUILDING 3 Parking Required 223 Stalls Parking Provided 223 Stalls Office 12,000 s.f. 1/250 48 Stalls Manufacturing 56,000 s.f. 1/500 112 Stalls Warehouse 62,980 s.f. 1/1,000 63 Stalls (130,980 s.f.) BUILDING 4 Parking Required 178 Stalls Parking Provided 178 Stalls Office 12,000 s.f. 1/250 48 Stalls Manufacturing 41,000 s.f. 1/500 82 Stalls Warehouse 47,155 s.f. 1/1,000 48 Stalls (100,155 s.f.) BUILDING 5 Parking Required 163 Stalls Parking Provided 163 Stalls Office 12,000 s.f. 1/250 48 Stalls Manufacturing 40,000 s.f. 1/500 80 Stalls Warehouse 34,600 s.f. 1/1,000 35 Stalls (86,600 s.f.) Pump House DEBRIS/ FLOW-BY BASIN Existing Property Line Setback Line Potential Interior Wall Location Solid Dark Hatch Represents Landscape Area Diagonal Hatch Represents Painted Striping Fencing LegendSolid Light Hatch Represents On-Site Hardscape Dark Hatch Represents Enhanced Hardscape Solid Hatch Represents Hillside Revegetation DEBRIS/ FLOW-BY BASIN DEBRIS/ DETENTION BASIN DEBRIS/ FLOW-BY BASIN TUBULAR STEEL GATE FOR EMERGENCY ACCESS ONLY. 30'-0" MIN IRRIGATED LANDSCAPE ALONG SOUTH DRIVE Page 2110 of 3356 SKYLINE HEIGHTS - REVISED TTM NO. 36544

IN THE CITY OF CORONA

VICINITY MAP
No.78472
CIVI L

STATE OF

CALIFORNIA REEINGNEL
NA

DERETISGER

ROFESSIO
P

BRANDON
M. BARNETT