SOIL ANALYSIS LAB RESULTS
Client: V&A Engineering
Job Name: City of Vista Rehab
Client Job Number: 15-0024
Project X Job Number: S160216A
February 22, 2016
Method
CT14i 643
CTM 643
CTM 417
CTM 422
CM 643
EPA 310.1
Sample ID
Bore# 1 Description
Depth
As-Rec'd
Resistivity
Min -Resistivity
Sulfates
Chlorides
pH
Bicarbonate
{ft)
(Ohm -cm)
(Ohm -0.)
{m0/ 4
{mg'kg)
rt %)
(ma)
(mgllcg)
(wi %)
(mg/l)
{mglkg)
1 Pothole 1
4 67.000
670
78 234.0
0.023
1115
334.5
0.033
6.7 110
330
2 Pothole 2
3.5 201.000
1,005
36 108.0
x.011
188.0
564.0
0.056
6.8 444
133.2
3 Pothole 3
3.5 603,000
2,144
8 24.00
0.002
968.0
2,904.0
0290
7.7 60
180
Unk = Unknown
NT = Not Tested
ND = Not Detected
mg/kg = milligrams per kilogram (parts per million) of dry soil weight mg/L - milligrams per liter of liquid volume
Chemical Analysis performed on 1:3 Soil -To -Water extract Please call if you have any questions.
Respectfully Submitted,
Eddie Hernandez, M.Sc., P.E.
Sr. Corrosion Consultant
NACE Corrosion Technologist #16592
Professional Engineer
California No. M37102
[email protected]
09/23/2 ' gechnology Dr, Suite 105F, Murrieta, Ccc62563 Tel: 213-928-7213 FP`ai�6' t$728f 1112 www.projectxcorrosion.com
PUMP STATION REHABILITATION STUDY I CITY OF VISTA
Appendix F
FLOW SCIENCE INCORPORATED: BUENA CREEK
LIFT STATION AND FORCE MAIN POTENTIAL
PRESSURE SURGE ISSUES AND MITIGATION
ALTERNATIVES TECHNICAL MEMO
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Flow Science Incorporated
48 South Chester Ave., Suite 200, Pasadena, CA 91106
(626) 304-1134 • FAX (626) 304-9427
TECHNICAL MEMORANDUM
Date: March 18, 2016
To: Ms. Risa Guysi
Carollo Engineers
From: Kristen Bowman Kavanagh, P.E.
E. John List, Ph.D., P.E.
Flow Science Incorporated
Re: City of Vista — Buena Creek Lift Station and Force Main Potential Pressure Surge Issues and Mitigation Alternatives FSI 151012
FLOW SC/ENCEe
This technical memorandum describes the potential pressure surge issues and possible mitigation measures for the City of Vista's Buena Creek Lift Station (BCLS) and force main.
SYSTEM UNDERSTANDING
The BCLS pumps effluent from a wet well to a gravity discharge to the Buena Outfall via an approximately 3 mile long force main. The peak flow is 4.4 mgd, and the maximum design flow is
8.8 mgd. The wet well water surface elevation (WSEL) at BCLS ranges from 306 ft — 313 ft, and the elevation of the discharge at the gravity outfall is 275 ft. The pipeline profile is plotted in Figure 1. Approximately 1,000 ft downstream of the BCLS is the system high point at STA 24+14 at elevation (EL) 433 ft with a vacuum relief/air inlet valve (assumed 4 -inch minimum). The force main consists of ductile iron (DI) pipe at the BCLS and approximately 6,800 ft of 18 -inch C905 poly -vinyl chloride (PVC) pipe followed by 8,400 ft of 24 -inch C905 PVC. Approximately 7,000 ft downstream of the BCLS, where the pipeline transitions from 18 -inch to 24 -inch diameter, there is an 8 -inch connection from the Raceway Pump Station (RPS). This 8 -inch line is approximately 1,700 ft long and consists of both DI and high -density polyethylene (HDPE) pipe. The peak flow from the RPS is 0.89 mgd. There is currently a 1,000 gallon pressurized surge tank installed at the BCLS with a 12 -inch diameter connecting line.
Note on Figure 1 that the gravity discharge to Buena Outfall is well below the highest point of the force main (STA 24+14 at EL 433 ft). As a result, based upon the estimated pipeline friction, the estimated hydraulic grade line (HGL) of the force main indicates that the force main is not fully pressurized even at the maximum design flow rate of 8.8 mgd, unless there is significant back pressure at the discharge to the outfall. The force main is predicted to be pressurized from the BCLS to the high point at STA 24+14. At that point, open channel flow is predicted on the downstream 09/23/2025
Pasadena, CA • Philadelphia, PA • Harrisonburg, VA
www.C5cience.com Page 811 of 1112
FLOW SCIENCE
side of the high point, with downstream portions of the pipeline alternating between fully pressurized and open channel flow to the discharge to Buena Outfall. At flow rates less than
8.8 mgd, there would be even longer lengths of open channel pipeline downstream of the high point at STA 24+14. Since pressure surges do not propagate beyond a free surface, any pressure surges generated upstream of STA 24+14 will not propagate past the high point at STA 24+14 if the system is not fully pressurized.
POTENTIAL SOURCES OF PRESSURES SURGES AND MITIGATION MEASURES Potential sources of pressure surges include pump power failure and startup of the BCLS and RPS, opening and closing of any control or isolation valves, and pipeline rupture.
Pump Power Failure and Startup of BCLS
Without surge protection, the water hammer created upon pump power failure at the BCLS would result in a significant pressure downsurge wave that would propagate out into the force main. This downsurge wave would drop the HGL at the BCLS to the WSEL of the wet well. This would result in vapor pressure conditions (-34 ft head) in the entire length of the pressurized portion of the force main from the BCLS to the high point at STA 24+14. These vapor pressure conditions would likely occur for a sufficient duration that a vapor cavity would form, which upon collapse would result in extremely high localized pressures that would likely damage the force main and/or its lining.
Downstream of the high point, the pipeline would not be affected due to the free surface at the high point (resulting from the open vacuum relief valve) that prevents downstream propagation of the pressure transient.
The existing 1,000 gallon pressurized surge tank at the BCLS will help to reduce the severity of the water hammer generated by pump power failure at the BCLS. The existing 12 -inch connecting line is adequately sized to limit velocities between the surge tank and force main to approximately 17 ft/sec at the peak flow rate of 8.8 mgd. Based on the length of the force main affected by surges (approximately 1,000 ft), the velocity in the 18 -inch PVC pipeline at the peak flow rate of 8.8 mgd (almost 8 ft/sec), and the estimated water hammer wavespeed in the PVC pipeline (approximately 1,300 ft/sec), the volume of the existing surge tank is likely sufficient to protect the pipeline from adverse vapor pressure conditions and adequately limit the severity of negative pressures. The dimensional ratio (DR) of the PVC was not provided; it is anticipated that maximum pressures are likely not of concern if the DR is not greater than 26. A pressure transient analysis could be performed to verify the maximum and minimum surge pressures. A discharge surge tank should typically be operated with at least 40 percent air under steady state flow conditions. The maximum allowable percent volume of air allowable under steady state conditions that would not result in tank draining could be determined by performing a pressure transient analysis.
If not already present, a 4 -inch vacuum relief valve should be installed at the vertical inflection point located approximately 430 ft downstream of the BCLS (at STA 29+74 at EL 393 ft) to provide additional protection against negative pressures. To prevent the valve from slamming when closed upon repressurization, the valve should be equipped with a controlled venting feature. A basic valve TM -2
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FLOW SCIENCE
type that will accomplish this is a vacuum relief/air inlet valve with an additional small orifice air release valve (such as an APCO S-1500CS or equivalent). The vacuum relief valve should be duplicated to provide for redundancy in case of valve failure or delayed opening or removal for service, and a detailed and sustained maintenance program should be implemented to ensure that the valve is always in good working order.
The existing surge tank at the BCLS will also provide protection against pressure surges resulting from pump startup. Additional mitigation of such pressure surges can be achieved by starting the pumps one at a time and utilizing the variable frequency drives on the pumps to slowly increase the flow rates upon startup.
Pump Power Failure and Startup of RPS
Pump power failure and startup of the pumps at the RPS could also result in pressure transients propagating into the pressurized portions of the force main. The lower maximum flow rate of the RPS (0.89 mgd) is such that pressure transients generated there would not likely adversely impact pressures in the 24 -inch force main but could potentially adversely impact pressures in the 1,600 ft long, 8 -inch pipeline that connects the RPS to the 24 -inch force main. Vacuum relief valves and/or a small surge tank could be used to mitigate any potentially adverse pressures transients in the 8 -inch pipeline. Limiting the pressure surges resulting from startup of the pumps at the RPS can be achieved as described above for the BCLS.
Valve Opening and Closing
Another major source of water hammer in pipelines is valve operations. If a controlled valve is opened too quickly, the upstream pipeline pressure will drop suddenly. The sudden pressure drop propagates upstream from the valve site as a pressure downsurge wave that may cause the HGL to drop below the pipeline crown and form a vapor cavity, just as for pump failure pressure loss. On the other hand, closing an open valve too quickly can create a sudden pressure rise on the upstream side of the vavle as the flow kinetic energy is converted to pressure energy, just as the flow reversal at a pumping station can cause a water hammer at the check valve.
Control of water hammer induced by valve operations is simple — the rate of valve motion is adjusted to an appropriate speed. Prevention of inadvertent rapid control valve motion can be attained by using gear -operated valve mechanisms.
Pipeline Rupture
In the event of a pipe rupture along the force main, the HGL elevation will drop to the elevation of the pipeline at the location of the rupture. The resulting steep pressure downsurge wave will propagate away from the rupture site in both directions along the force main. This could lead to vacuum (vapor) pressures in the force main and induce a pipe collapse, just as for a fast valve opening scenario.
TM -3
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FLOW SCIENCEMar
-
To prevent vapor pressure conditions resulting from pipeline rupture, vacuum relief valves could be installed along the force main to allow air into the force main and increase the minimum pipeline pressures.
09/23/2025
TM -4
C5
SZOZ/EZ/60
cri
Z111.4o51,8abed
pipeline elevation (ft)
475
450
425
400
375
350
325
300
275
250
225
200
175
Buena Creek Lift Station
Fig ur e 1 - Pipeline profil e fr om B uen a Cr eek Lift St ation to gr avity disch arge at Buena Outfall and estim ated HGL el evati ons at pe ak flow of 8.8 mgd STA 29+74 (EL 393 ft)
STA 24+14 (EL 433 ft)
w Raceway PS tie-in
Gravity Discharge
(EL 275 ft)
Z
\
BCLS
(WSEL 306 - 311 ft) Z
open channel flow sections''
w/o back pressure
0 2000 4000 6000 8000
dista nce from BCLS (ft)
10000
12000
14000
16000
fo rce ma in profile --- est. HGL without ba ck pressure -min. HGL required f or fully pr essurized flow FLOW SCIENCE=
151012 - March 18, 2016
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PUMP STATION REHABILITATION STUDY I CITY OF VISTA
Appendix G
BUENA VISTA PUMP STATION: COST ESTIMATE
WORKSHEETS
FINAL i AUGUST2016
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ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE: 11/11/2015
PROJECT DESCRIPTION:
SITE: Buena Vista PS
Building Items and Site Work
CLIENT: City of Vista
ITEM
SCHEDULE OF VALUES
NO.
DESCRIPTION
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 Flood containment door
1 EA
$10,000
$10,000
2 Demo and install new wet well lighting, Class I Div II 1 LS
$9,000
$9,000
3 Remove seal water system
1 LS
$1,000
$1,000
4 Demo existing and install new tile roof
1,400
SF
$7
$9,800
5 Membrane roof installed over concrete barrel roof
1,600
SF
$8
$12,561
6 Floodlights
3 EA
$1,000
$3,000
7 Painting and coating, initial application*
1 LS
$10,000
$10,000
8 Replace service entrance switchgear
1 LS
$205,000
$205,000
9 Security fence at vehicle platform access gate
100
LF
$60
$6,000
10 Meter vault crack injection for GW infiltration
2 EA
$2,500
$5,000
Total Direct Costs
$271,361
SUBTOTAL
$ 271,000
Contingency: 30%
$ 81,000
Contractor Overhead and Profit15%
$ 53,000
State Sales Tax: 4%
$ 16,000
Engineering, Legal and Administrative: 20%
$ 84,000
TOTAL PROBABLE COST (2015 DOLLARS)
$ 505,000
Notes: Contingency is applied to Subtotal
Contractor Overhead and Profit is applied to Subtotal + Contingency Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency *Initial painting and coating; touch-up to be performed annually at approx. $3,000/yr 09/23/2025
8/10516
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
11/11/2015
PROJECT DESCRIPTION:
SITE:
Buena Vista PS
Fence
CLIENT: City of Vista
ITEM
NO.
DESCRIPTION
SCHEDULE OF VALUES
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 2
3 4
5 6' High chain link fencing demolition
8' High candy -cane style security fence
Remove traffic gate
8' High traffic gate
8' High walk gate
Total Direct Costs
500
500
1 1
1 LF
LF
EA
EA
EA
$3
$60
$381.00
$5,000.00
$466.77
$1,715
$30,000
$381
$5,000
$467
$37,944
SUBTOTAL
Contingency: 30%
Contractor Overhead and Profit15°/o
State Sales Tax: 4%
Engineering, Legal and Administrative: 20%
$
$
$
$
$
38,000
11,000
7,000
2,000
12,000
TOTAL PROBABLE COST (2015 DOLLARS)
$
70,000
Notes: Contingency is applied to Subtotal
Contractor Overhead and Profit is applied to Subtotal + Contingency Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10516
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
11/11/2015
PROJECT DESCRIPTION:
SITE:
Buena Vista PS
Asphalt, Overlay
CLIENT: City of Vista
ITEM
NO.
DESCRIPTION
SCHEDULE OF VALUES
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 2
3" Asphalt overlay w/tack coat
Manholes, raising to grade
Total Direct Costs
18,000
2 SF
EA
$2
$298
$31,320
$596
$31,916
SUBTOTAL
Contingency: 30%
Contractor Overhead and Profit15°/o
State Sales Tax: 4%
Engineering, Legal and Administrative: 20%
$
$
$
$
$
32,000
10,000
6,000
2,000
10,000
TOTAL PROBABLE COST (2015 DOLLARS)
$
60,000
Notes: Contingency is applied to Subtotal
Contractor Overhead and Profit is applied to Subtotal + Contingency Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10516
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
11/11/2015
PROJECT DESCRIPTION:
SITE:
Buena Vista PS
Surge Tank Platform
CLIENT: City of Vista
ITEM
NO.
DESCRIPTION
SCHEDULE OF VALUES
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 2
3 Aluminum platform
Aluminum stairs
Aluminum handrail
Total Direct Costs
1 13
150
LS
RSR
LF
$44,000
$561
$75
$44,000
$7,296
$11,324
$62,619
SUB TOTAL
Contingency: 30%
Contractor Overhead and Profit15%
State Sales Tax: 4%
Engineering, Legal and Administrative: 20%
$
$
$
$
$
63,000
19,000
12,000
4,000
20,000
TOTAL PROBABLE COST (2015 DOLLARS)
$
118,000
Notes: Contingency is applied to Subtotal
Contractor Overhead and Profit is applied to Subtotal + Contingency Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10516
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
11/11/2015
PROJECT DESCRIPTION:
SITE:
Buena Vista PS
Pump Rehabilitation
CLIENT: City of Vista
ITEM
NO.
DESCRIPTION
SCHEDULE OF VALUES
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 Rehabilitate pumps 4 and 5
Total Direct Costs
2 LS
$25,000
$50,000
$50,000
SUBTOTAL
Contingency: N/A
Contractor Overhead and ProfitN/A
State Sales Tax: N/A
Engineering, Legal and Administrative: N/A
$
50,000
-
-
-
-
TOTAL PROBABLE COST (2015 DOLLARS)
$
50,000
ores: contingency is appiiea to uototai
Contractor Overhead and Profit is applied to Subtotal + Contingency Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10816
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
11/11/2015
PROJECT DESCRIPTION:
SITE:
Buena Vista PS
FM Valve Replacement and Automation
CLIENT: City of Vista
ITEM
NO.
DESCRIPTION
SCHEDULE OF VALUES
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 2
3 4
5 Replace 14" discharge and suction plug valves
Replace 20" forcemain plug valves
Replace 24" forcemain plug valves
Add for Motor Operated Valve 22" to 48"
Additional crew labor
Total Direct Costs
8 3
3 4
1 EA
EA
EA
EA
LS
$3,893
$7,304.39
$11,208.39
$7,000
$15,000
$31,146
$21,913
$33,625
$28,000
$15,000
$129,684
SUBTOTAL
Contingency: 30%
Contractor Overhead and Profit15°/.
State Sales Tax: 4%
Engineering, Legal and Administrative: 20%
$
$
$
$
$
130,000
39,000
25,000
8,000
40,000
TOTAL PROBABLE COST (2015 DOLLARS)
$
242,000
Notes: Contingency is applied to Subtotal
Contractor Overhead and Profit is applied to Subtotal + Contingency Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10516
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
11/11/2015
PROJECT DESCRIPTION:
Grinder Improvements
SITE:
Buena Vista PS
CLIENT: City of Vista
ITEM
SCHEDULE OF VALUES
NO.
DESCRIPTION
QNTl
UNIT
UNIT PRICE
TOTAL COST
1 Demo existing grinder and bar screen
1 EA
$10,000
$10,000
2 FM sewage grinder
2 EA
$99,806
$199,612
3 Excavation and site work
1 LS
$59,880
$59,880
4 Bypass pumping
1 LS
$823,000
$823,000
5 Aluminum Stairs, Including Railing And Supports
15 RSR
$561
$8,418
6 Aluminum Hatches
1 LS
$25,000
$25,000
7 Concrete, FRP grating, slide gates
1 LS
$113,006
$113,006
Total Direct Costs
$1,238,916
SUBTOTAL
$
1,239,000
Contingency: 30%
$
372,000
Contractor Overhead and Profit15%
$
242,000
State Sales Tax: 4%
$
74,000
Engineering, Legal and Administrative: 20%
$
385,000
TOTAL PROBABLE COST (2015 DOLLARS)
$
2,312,000
Notes: Contingency is applied to Subtotal
Contractor Overhead and Profit is applied to Subtotal + Contingency Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10516
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
11/11/2015
PROJECT DESCRIPTION:
Grinder - Shelf Spare
CLIENT: City of Vista
ITEM
NO.
DESCRIPTION
SCHEDULE OF VALUES
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 2
3 4
5 6
7 Macho Monster Communitor 40002-0024
Total Direct Costs
1 EA
$43,000
$43,000
$43,000
SUBTOTAL
Contingency: %
Contractor Overhead and ProfitN/A
State Sales Tax: 8%
Engineering, Legal and Administrative: N/A
$
$
$
$
43,000
-
-
3,000
5,000
TOTAL PROBABLE COST (2014 DOLLARS)
$
51,000
Notes: Contingency is applied to Subtotal
Prevailing Wages is applied to Subtotal + Contingency
Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10816
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
11/11/2015
PROJECT DESCRIPTION:
SITE:
Buena Vista PS
Backflow Preventer
CLIENT: City of Vista
ITEM
NO.
DESCRIPTION
SCHEDULE OF VALUES
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 2
3 4
5 Demo hydropneumatic tank
Demo air gap tank
Backflow preventer
Yard work
Additional pipe modifications
Total Direct Costs
1 1
1 1
1 EA
EA
EA
LS
LS
$5,000
$10,000
$10,000
$10,000
$2,500
$5,000
$10,000
$10,000
$10,000
$2,500
$37,500
SUBTOTAL
Contingency: 30%
Contractor Overhead and Profit15%
State Sales Tax: 4%
Engineering, Legal and Administrative: 20%
$
$
$
$
$
38,000
11,000
7,000
2,000
12,000
TOTAL PROBABLE COST (2015 DOLLARS)
$
70,000
Notes: Contingency is applied to Subtotal
Contractor Overhead and Profit is applied to Subtotal + Contingency Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10516
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
11/11/2015
PROJECT DESCRIPTION:
SITE:
Buena Vista PS
Vapor Phase Odor Control
CLIENT: City of Vista
ITEM
NO.
DESCRIPTION
SCHEDULE OF VALUES
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 2 -stage biological scrubber
Total Direct Costs
1 EA
$292,188
$292,188
$292,188
SUBTOTAL
Contingency: 30%
Contractor Overhead and Profit15%
State Sales Tax: 4%
Engineering, Legal and Administrative: 20%
$
$
$
$
$
292,000
88,000
57,000
17,000
91,000
TOTAL PROBABLE COST (2015 DOLLARS)
$
545,000
Notes: Contingency is applied to Subtotal
Contractor Overhead and Profit is applied to Subtotal + Contingency Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency O&M approx. $16,450/yr
09/23/2025
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ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
11/11/2015
PROJECT DESCRIPTION:
SITE:
Buena Vista PS
Wet Well Rehabilitation
CLIENT: City of Vista
ITEM
NO.
DESCRIPTION
SCHEDULE OF VALUES
QNTY
UNIT
UNIT PRICE I
TOTAL COST
1 2
3 4
5 Surface preparation
Concrete repair
Wet well coating
Bypass pumping mob/demob
Bypass pumping operations
Total Direct Costs
3,000
1,500
3,000
1 21
SF
SF
SF
LS
Day
$18 I
$20.00
$25.00
$55,000
$12,800
$54,000
$30,000
$75,000
$55,000
$268,800
$482,800
SUBTOTAL
Contingency: 30%
Contractor Overhead and Profit15%
State Sales Tax: 4%
Engineering, Legal and Administrative: 20%
$
$
$
$
$
483,000
145,000
94,000
29,000
150,000
TOTAL PROBABLE COST (2015 DOLLARS)
$
901,000
Notes: Contingency is applied to Subtotal
Contractor Overhead and Profit is applied to Subtotal + Contingency Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10816
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
11/11/2015
PROJECT DESCRIPTION:
Level Monitoring Upgrade
SITE:
Buena Vista PS
CLIENT: City of Vista
ITEM
NO.
DESCRIPTION
SCHEDULE OF VALUES
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 2
Demolish existing bubbler system and equipment
Install pressure transducer level moniroting system
Total Direct Costs
1 1
LS
LS
$5,000
$10,000
$5,000
$10,000
$15,000
SUBTOTAL
Contingency: 30%
Contractor Overhead and Profit15%
State Sales Tax: 4%
Engineering, Legal and Administrative: 20%
$
$
$
$
$
15,000
5,000
3,000
1,000
5,000
TOTAL PROBABLE COST (2015 DOLLARS)
$
29,000
Notes: Contingency is applied to Subtotal
Contractor Overhead and Profit is applied to Subtotal + Contingency Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10516
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
4/1/2016
PROJECT DESCRIPTION:
SITE:
Buena Vista PS
Exhaust Fan Replacement
CLIENT: City of Vista
ITEM
NO.
DESCRIPTION
SCHEDULE OF VALUES
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 2
3 4
Demo existing fan
Centrifugal exhaust/supply fan, 3600 CFM - electrical
room
Exhaust fan motor, 1 hp - electrical room
Thermostat
Total Direct Costs
2 2
2 1
EA
EA
EA
EA
$100
$6,019
$1,002
$338
$200
$12,038
$2,004
$338
$14,581
- SUBTOTAL
Contingency: 30%
Contractor Overhead and Profit15%
State Sales Tax: 4%
Engineering, Legal and Administrative: 20%
$
$
$
$
$
15,000
5,000
3,000
1,000
5,000
TOTAL PROBABLE COST (2015 DOLLARS)
$
29,000
Notes: Contingency is applied to Subtotal
Contractor Overhead and Profit is applied to Subtotal + Contingency Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10516
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
11/11/2015
PROJECT DESCRIPTION:
SITE:
Buena Vista PS
Assets Nearing End of Useful Life
CLIENT: City of Vista
ITEM
NO.
DESCRIPTION
SCHEDULE OF VALUES
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 2
3 4
5 Flow meter, forcemain A and B
Flow transmitter
Gas analyzer
Dry -pit pump replacement (300 hp)
Adder for electrical (10%)
Total Direct Costs
2 2
1 4
1 EA
EA
EA
EA
LS
$20,000
$5,000.00
$5,000.00
$75,000
$30,000
$40,000
$10,000
$5,000
$300,000
$30,000
$385,000
SUBTOTAL
Contingency: 30%
Contractor Overhead and Profit15%
State Sales Tax: 4%
Engineering, Legal and Administrative: 20%
$
$
$
$
$
385,000
116,000
75,000
23,000
120,000
TOTAL PROBABLE COST (2015 DOLLARS)
$
719,000
Notes: Contingency is applied to Subtotal
Contractor Overhead and Profit is applied to Subtotal + Contingency Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10516
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
11/11/2015
PROJECT DESCRIPTION:
SITE:
Buena Vista PS
V & A Projects
CLIENT: City of Vista
ITEM
NO.
DESCRIPTION
SCHEDULE OF VALUES
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 2
3 4
5 Replace 20" header spool
Repair grout pads under pump bases
Replace connections and fittings - meter vaults
Coating of equipment/piping - meter vaults
Bathroom drain and ducting repairs
Total Direct Costs
1 1
1 2
1 EA
LS
LS
EA
LS
$1,500
$2,000
$10,000
$5,000
$1,000
$1,500
$2,000
$10,000
$10,000
$1,000
$24,500
SUB TOTAL
Contingency: 30%
Contractor Overhead and Profit15%
State Sales Tax: 4%
Engineering, Legal and Administrative: 20%
$
$
$
$
$
25,000
8,000
5,000
2,000
8,000
TOTAL PROBABLE COST (2015 DOLLARS)
$
48,000
Notes: Contingency is applied to Subtotal
Contractor Overhead and Profit is applied to Subtotal + Contingency Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10516
09/23/2025
C5 Page 834 of 1112
PUMP STATION REHABILITATION STUDY I CITY OF VISTA
Appendix H
RACEWAY PUMP STATION: COST ESTIMATE
WORKSHEETS
FINAL i AUGUST2016
09/23/2025
C5 Page 835 of 1112
09/23/2025
C5 Page 836 of 1112
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
11/11/2015
PROJECT DESCRIPTION:
Building and Site Improvements
SITE:
Raceway PS
CLIENT: City of Vista
ITEM
SCHEDULE OF VALUES
NO.
DESCRIPTION
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 Double hollow metal door with frame and hardware
2 PR
$2,130
$4,261
2 Concrete berm on south side of property
120
LF
$11.00
$1,320
3 Painting/coating equipment, initial*
1 LS
$10,000
$10,000
4 Replace roof floodlight
1 EA
$1,000
$1,000
5 Surge protection device for MCC
1 EA
$1,000
$1,000
6 Connect pole light fixtures to photoelectric sensor
2 EA
$500
$1,000
Total Direct Costs
$18,581
SUBTOTAL
$
19,000
Contingency: 30%
$
6,000
Contractor Overhead and Profit15%
$
4,000
State Sales Tax: 4%
$
1,000
Engineering, Legal and Administrative: 20%
$
6,000
TOTAL PROBABLE COST (2015 DOLLARS)
$
36,000
Notes: Contingency is applied to Subtotal
Contractor Overhead and Profit is applied to Subtotal + Contingency Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency *Initial painting and coating; touch-up to be performed annually at approx. $3,000/yr 09/23/2025
8/10516
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
11/11/2015
PROJECT DESCRIPTION:
SITE:
Raceway PS
Fence
CLIENT: City of Vista
ITEM
NO.
DESCRIPTION
SCHEDULE OF VALUES
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 2
3 4
5 8' High chain link fence demolition
8' High candy -cane style security fence
Remove traffic gate
8' High traffic gate
8' High walk gate
Total Direct Costs
425
425
1 1
1 LF
LF
EA
EA
EA
$3
$60
$381
$5,000
$467
$1,338
$25,500
$381
$5,000
$467
$32,686
SUBTOTAL
Contingency: 30%
Contractor Overhead and Profit15°/o
State Sales Tax: 4%
Engineering, Legal and Administrative: 20%
$
$
$
$
$
33,000
10,000
6,000
2,000
10,000
TOTAL PROBABLE COST (2015 DOLLARS)
$
61,000
Notes: Contingency is applied to Subtotal
Contractor Overhead and Profit is applied to Subtotal + Contingency Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10516
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
11/11/2015
PROJECT DESCRIPTION:
Overflow Storage Pond
SITE:
Raceway PS
CLIENT: City of Vista
ITEM
SCHEDULE OF VALUES
NO.
DESCRIPTION
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 Concrete curb demolition
245
LF
$7
$1,624
2 6" Curved concrete curb
45 LF
$11
$509
3 6" Straight concrete curb
200
LF
$9
$1,770
4 Aluminum handrail
150
LF
$71
$10,724
5 Replace 18" flap gate at emergency overflow pipe
1 EA
$8,099
$8,099
6 Apply epoxy/polyurethane coating
2,200
SF
$35
$77,000
7 $0
Total Direct Costs
$99,725
SUBTOTAL
$
100,000
Contingency: 30%
$
30,000
Contractor Overhead and Profit15%
$
20,000
State Sales Tax: 4%
$
6,000
Engineering, Legal and Administrative: 20%
$
31,000
TOTAL PROBABLE COST (2015 DOLLARS)
$
187,000
Notes: Contingency is applied to Subtotal
Contractor Overhead and Profit is applied to Subtotal + Contingency Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10516
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
11/11/2015
PROJECT DESCRIPTION:
SITE:
Raceway PS
Odor Control Unit
CLIENT: City of Vista
ITEM
SCHEDULE OF VALUES
NO.
DESCRIPTION
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 Demo existing odor control unit
I
1 LS
$2,500
$2,500
2 Install new odor control unit
1 LS
$8,000
$8,000
3 EI&C
1 LS
$4,000
$4,000
$0
$0
$0
$0
Total Direct Costs
$14,500
SUBTOTAL
$
15,000
Contingency: 30%
$
5,000
Contractor Overhead and Profit15%
$
3,000
State Sales Tax: 4%
$
1,000
Engineering, Legal and Administrative: 20%
$
5,000
TOTAL PROBABLE COST (2015 DOLLARS)
$
29,000
Notes: Contingency is applied to Subtotal
Contractor Overhead and Profit is applied to Subtotal + Contingency Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10516
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
11/11/2015
PROJECT DESCRIPTION:
Replace Floating Plug at RPS/Carlsbad Interconnect
SITE:
Raceway PS
CLIENT: City of Vista
ITEM
SCHEDULE OF VALUES
NO.
DESCRIPTION
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 Excavation
1 LS
$1,200
$1,200
2 Backfill
1 LS
$1,320
$1,320
3 Repave
50 SF
$10
$490
4 Full port plug valve, 10"
1 EA
$3,437
$3,437
5 10" couplings, buried
2 EA
$1,109
$2,218
6 Sewer plugs
1 LS
$5,000
$5,000
7 Remove and replace storm drain
1 EA
$10,000
$10,000
Total Direct Costs
$23,666
SUBTOTAL
$
24,000
Contingency: 30%
$
7,000
Contractor Overhead and Profit15%
$
5,000
State Sales Tax: 4%
$
1,000
Engineering, Legal and Administrative: 20%
$
7,000
TOTAL PROBABLE COST (2015 DOLLARS)
$
44,000
Notes: Contingency is applied to Subtotal
Contractor Overhead and Profit is applied to Subtotal + Contingency Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10516
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
11/11/2015
PROJECT DESCRIPTION:
SITE:
Raceway PS
Wet Well Sprayer
CLIENT: City of Vista
ITEM
NO.
DESCRIPTION
SCHEDULE OF VALUES
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 Wet well sprayer
Total Direct Costs
I
1 EA
$43,975
$43,975
$43,975
SUBTOTAL
Contingency: 30%
Contractor Overhead and Profit15%
State Sales Tax: 4%
Engineering, Legal and Administrative: 20%
$
$
$
$
$
44,000
13,000
9,000
3,000
14,000
TOTAL PROBABLE COST (2015 DOLLARS)
$
83,000
Notes: Contingency is applied to Subtotal
Contractor Overhead and Profit is applied to Subtotal + Contingency Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10516
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
4/1/2016
PROJECT DESCRIPTION:
SITE:
Raceway PS
Exhaust Fan Replacement
CLIENT: City of Vista
ITEM
NO.
DESCRIPTION
SCHEDULE OF VALUES
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 2
3 Demo exisitng exhaust fan
Centrifugal exhaust fan, 600 CFM
Fan motor, 0.5 hp
Total Direct Costs
1 1
1 EA
EA
EA
$100
$5,296
$981
$100
$5,296
$981
$6,377
SUBTOTAL
Contingency: 30%
Contractor Overhead and Profit15%
State Sales Tax: 4%
Engineering, Legal and Administrative: 20%
$
$
$
$
$
6,000
2,000
1,000
-
2,000
TOTAL PROBABLE COST (2015 DOLLARS)
$
11,000
Notes: Contingency is applied to Subtotal
Contractor Overhead and Profit is applied to Subtotal + Contingency Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10516
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
11/11/2015
PROJECT DESCRIPTION:
RPS - Pressure Surge Improvements
CLIENT: City of Vista
ITEM
NO.
DESCRIPTION
SCHEDULE OF VALUES
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 2
3 4
5 6
7 Hydropneumatic Surge Control System (1,000 gal)
Site preparation (earthwork, foundation, piping)
Electrical (25%)
Vacuum relief valves
Total Direct Costs
1 1
1 2
EA
LS
LS
EA
$70,000
$73,100
$35,775
$50,000
$70,000
$73,100
$35,775
$100,000
$278,875
SUBTOTAL
Contingency: 30%
Contractor Overhead and Profit15%
State Sales Tax: 4%
Engineering, Legal and Administrative: 20%
$
$
$
$
$
279,000
84,000
54,000
17,000
87,000
TOTAL PROBABLE COST (2014 DOLLARS)
$
521,000
Notes: Contingency is applied to Subtotal
Prevailing Wages is applied to Subtotal + Contingency
Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10516
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
11/11/2015
PROJECT DESCRIPTION:
SITE:
Raceway PS
Assets Nearing End of Useful Life
CLIENT: City of Vista
ITEM
NO.
DESCRIPTION
SCHEDULE OF VALUES
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 2
Install chopper pumps
Adder for electrical
Total Direct Costs
3 1
EA
LS
$25,000
$7,500
15.0%
$75,000
$7,500
$12,375
$94,875
SUBTOTAL
Contingency: 25%
Contractor Overhead and Profit15%
State Sales Tax: 4%
Engineering, Legal and Administrative: 20%
$
$
$
$
$
95,000
24,000
18,000
5,000
28,000
TOTAL PROBABLE COST (2014 DOLLARS)
$
170,000
Notes: Contingency is applied to Subtotal
Prevailing Wages is applied to Subtotal + Contingency
Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10816
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
4/1/2016
PROJECT DESCRIPTION:
SITE:
Raceway PS
V & A Recommendations
CLIENT: City of Vista
ITEM
NO.
DESCRIPTION
SCHEDULE OF VALUES
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 Replace corroded conduits at electrical box
Total Direct Costs
1 LS
$5,000
$5,000
$0
$0
$0
$0
$0
$5,000
SUBTOTAL
Contingency: 30%
Contractor Overhead and Profit15%
State Sales Tax: 4%
Engineering, Legal and Administrative: 20%
$
$
$
$
$
5,000
2,000
1,000
-
2,000
TOTAL PROBABLE COST (2015 DOLLARS)
$
10,000
Notes: Contingency is applied to Subtotal
Contractor Overhead and Profit is applied to Subtotal + Contingency Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10516
PUMP STATION REHABILITATION STUDY I CITY OF VISTA
Appendix
BUENA CREEK PUMP STATION COST ESTIMATE
WORKSHEETS
FINAL i AUGUST2016
09/23/2025
C5 Page 847 of 1112
09/23/2025
C5 Page 848 of 1112
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
11/11/2015
PROJECT DESCRIPTION:
SITE:
Buena Creek PS
Wet Well Rehabilitation
CLIENT: City of Vista
ITEM
NO.
DESCRIPTION
SCHEDULE OF VALUES
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 2
3 4
5 6
I
General Conditions & Mob/Demob (10%)
Wet Well Liner (Div. 06 - Wood and Plastics)
Equipment
Total Direct Costs
1 1
1 LS
LS
LS
$48,000
$421,000.00
$56,000.00
$48,000
$421,000
$56,000
$525,000
SUBTOTAL
Contingency: %
Contractor Overhead and ProfitN/A
State Sales Tax: N/A
Engineering, Legal and Administrative: N/A
$
525,000
TOTAL PROBABLE COST (2015 DOLLARS)
$
525,000
Notes: Contingency is applied to Subtotal
Contractor Overhead and Profit is applied to Subtotal + Contingency Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10816
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
11/11/2015
PROJECT DESCRIPTION:
SITE:
Buena Creek PS
Odor Control Unit Repair
CLIENT: City of Vista
ITEM
NO.
DESCRIPTION
SCHEDULE OF VALUES
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 2
Patch and paint fiberglass housing
Replace blower control panel pilot light
Total Direct Costs
I
1 1
LS
EA
$5,000
$1,000
$5,000
$1,000
$6,000
SUBTOTAL
Contingency: N/A
Contractor Overhead and ProfitN/A
State Sales Tax: N/A
Engineering, Legal and Administrative: N/A
$
-
-
-
-
6,000
TOTAL PROBABLE COST (2015 DOLLARS)
$
6,000
Notes: Contingency is applied to Subtotal
Contractor Overhead and Profit is applied to Subtotal + Contingency Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10816
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
11/11/2015
PROJECT DESCRIPTION:
SITE:
Buena Creek PS
Wet Well Sprayers
CLIENT: City of Vista
ITEM
NO.
DESCRIPTION
SCHEDULE OF VALUES
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 Wet well sprayers
Total Direct Costs
I
1 LS
$103,368
$103,368
$103,368
SUBTOTAL
Contingency: 30%
Contractor Overhead and Profit15%
State Sales Tax: 4%
Engineering, Legal and Administrative: 20%
$
$
$
$
$
103,000
31,000
20,000
6,000
32,000
TOTAL PROBABLE COST (2015 DOLLARS)
$
192,000
Notes: Contingency is applied to Subtotal
Contractor Overhead and Profit is applied to Subtotal + Contingency Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10516
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
4/1/2016
PROJECT DESCRIPTION:
SITE:
Buena Creek PS
Exhaust Fan Replacement
CLIENT: City of Vista
ITEM
NO.
DESCRIPTION
SCHEDULE OF VALUES
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 2
3 4
5 Demo existing fan
Centrifugal exhaust fan, 2250 CFM -pump room
Exhaust fan motor, 1.5 hp - pump room
Centrifugal roof supply fan, 7000 CFM - building
Supply fan motor, 3 hp - building
Total Direct Costs
I
2 1
1 1
1 EA
EA
EA
EA
EA
$100
$5,296
$1,219
$7,111
$1,994
$200
$5,296
$1,219
$7,111
$1,994
$15,820
SUBTOTAL
Contingency: 30%
Contractor Overhead and Profit15%
State Sales Tax: 4%
Engineering, Legal and Administrative: 20%
$
$
$
$
$
16,000
5,000
3,000
1,000
5,000
TOTAL PROBABLE COST (2015 DOLLARS)
$
30,000
Notes: Contingency is applied to Subtotal
Contractor Overhead and Profit is applied to Subtotal + Contingency Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10516
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
11/11/2015
PROJECT DESCRIPTION:
Pump Selection Programming
CLIENT: City of Vista
ITEM
NO.
DESCRIPTION
SCHEDULE OF VALUES
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 2
3 4
5 6
7 Pump Selection Programming
Total Direct Costs
I
1 LS
$100,000
$100,000
$100,000
SUBTOTAL
Contingency: %
Contractor Overhead and ProfitN/A
State Sales Tax: N/A
Engineering, Legal and Administrative: N/A
$
$
100,000
-
-
-
-
TOTAL PROBABLE COST (2014 DOLLARS)
$
100,000
Notes: Contingency is applied to Subtotal
Prevailing Wages is applied to Subtotal + Contingency
Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10816
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
11/11/2015
PROJECT DESCRIPTION:
Pressure Surge Improvements
CLIENT: City of Vista
ITEM
NO.
DESCRIPTION
SCHEDULE OF VALUES
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 2
3 4
5 6
7 Hydropneumatic Surge Control System (5,000 gal)
Site preparation (earthwork, foundation, piping)
Electrical (25%)
Vacuum relief valves
Total Direct Costs
1 1
1 4
EA
LS
LS
EA
$95,000
$92,621
$46,905
$50,000
$95,000
$92,621
$46,905
$200,000
$434,526
SUBTOTAL
Contingency: 30%
Contractor Overhead and Profit15%
State Sales Tax: 4%
Engineering, Legal and Administrative: 20%
$
$
$
$
$
435,000
131,000
85,000
26,000
135,000
TOTAL PROBABLE COST (2014 DOLLARS)
$
812,000
Notes: Contingency is applied to Subtotal
Prevailing Wages is applied to Subtotal + Contingency
Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10516
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
11/11/2015
PROJECT DESCRIPTION:
SITE:
Buena Creek PS
Assets Nearing End of Useful Life
CLIENT: City of Vista
ITEM
NO.
DESCRIPTION
SCHEDULE OF VALUES
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 2
3 4
5 Flow meter, Shadowridge
Flow meter, Encina
Wet/dry well gas analyzer
Rehabilitation of sewage pumps
Adder for Electric
Total Direct Costs
I
1 1
1 5
1 LS
LS
LS
EA
LS
$10,000
$15,000
$5,000
$5,000
$8,250
$10,000
$15,000
$5,000
$25,000
$8,250
$63,250
SUBTOTAL
Contingency: 30%
Contractor Overhead and Profit15%
State Sales Tax: 4%
Engineering, Legal and Administrative: 20%
$
$
$
$
$
63,000
19,000
12,000
4,000
20,000
TOTAL PROBABLE COST (2014 DOLLARS)
$
118,000
Notes: Contingency is applied to Subtotal
Prevailing Wages is applied to Subtotal + Contingency
Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10516
ENGINEER'S OPINION OF PROBABLE COST
PROJECT:
Pump Station Rehab and VFD/PLC Replacement
DATE:
11/11/2015
PROJECT DESCRIPTION:
SITE:
Buena Creek PS
V & A Recommendations
CLIENT: City of Vista
ITEM
NO.
DESCRIPTION
SCHEDULE OF VALUES
QNTY
UNIT
UNIT PRICE
TOTAL COST
1 2
3 4
5 Cathodic Protection
Total Direct Costs
I
1 LS
$1,000,000
$1,000,000
$1,000,000
SUBTOTAL
Contingency: 30%
Contractor Overhead and Profit15%
State Sales Tax: 4%
Engineering, Legal and Administrative: 20%
$
$
$
$
$
1,000,000
300,000
195,000
60,000
311,000
TOTAL PROBABLE COST (2014 DOLLARS)
$
1,866,000
Notes: Contingency is applied to Subtotal
Prevailing Wages is applied to Subtotal + Contingency
Sales Tax, as applicable, is applied to Subtotal + Contingency + Prevailing Wages Engineering, Legal and Administrative is an estimate based on Subtotal + Contingency 09/23/2025
8/10816
PUMP STATION REHABILITATION STUDY I CITY OF VISTA
Appendix J
RACEWAY PUMP STATION: GRINDER
INVESTIGATION LETTER REPORT
FINAL i AUGUST2016
09/23/2025
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09/23/2025
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ci Cpr "h'4
August 31, 2015
Mr. Alfred Pedroza
City of Vista
200 Civic Center Drive
Vista, CA 92084
Subject: City of Vista - Grinder Replacement at Raceway Pumping Station Dear Mr. Pedroza:
This letter report highlights Carollo's investigation into installation of new grinders at the City of Vista's (City) Raceway Pump Station (RWPS).
BACKGROUND
The RWPS is a sewage lift station with a design capacity of 2.1 million gallons per day (mgd).
As wastewater enters the RWPS, it passes through a sewage grinder prior to entering the pump station wet well. The grinder consists of two shafts of cutters that spin in opposite directions.
The cutters shred large debris and rags to prevent "pump ragging," which occurs when rags wrap around the pump impellers. Pump ragging can damage the pumps, motors and variable frequency drives (VFD) downstream. If the grinder is offline, or removed for servicing, the flow is diverted to a PVC pipe rack that requires labor-intensive manual cleaning by Encina staff.
Under current operations, the Moyno grinder has been out of service for over six months and is currently having a complete motor rebuild. The pipe rack allows rags to pass through intact and has resulted in at least one instance of a pump ragging. The ragging was sever enough to result in significant damage to the pump VFD and required replacement. Replacement of the existing set-up with a grinder in each channel is desired.
DESIGN CRITERIA
Each grinder should be able to match the existing pump station capacity so that redundancy is maintained for each of the influent channels. The existing channels are 4.25 feet (ft.) wide by
1.9 ft. long with a maximum water depth of 2.47 ft. The channels are separated by a concrete wall and a weir that diverts flow to the bar screen (or second grinder) channel as needed.
Installation of mechanical equipment in each channel does increase the risk of a pump station overflow if both devices were to fail. New grinders should be capable of motor submersion to allow an overflow bypass in the event of failure.
ALTERNATIVES
Two JWC Environmental Open Channel Grinders have been evaluated for use at RWPS, the 30005 Series Wipes Ready Muffin Monster and the Wipes Ready CMD Series Channel Project No 9936A.10 I Letter report_RPS grinder.docx
09/23/2025
5075 Shoreham Place, Suite 120, San Diego, California 92122 P. 858.505.1020 F. 858.505.1015
C5 Page 859 of 114.2.uio.com
Mr. Alfred Pedroza
City of Vista
August 31, 2015
Monster, pictured in Figures 1 and 2. JWC has
developed Wipes Ready technology which supposedly
improves the ability to cut long -fiber materials, such as handy -wipes and towels, into smaller pieces to prevent pump ragging. Both units have dual rotating cutter
stacks, constructed of heat -treated alloy steel for
corrosion protection, that pull solids into the stack for shredding. The cutters have 17 teeth each and are
serrated for improved wipes shredding. Each operates
with a 5 horsepower immiscible motor, able to withstand temporary overflow conditions in the event of grinder
failure. A stainless steel overflow bar rack provides a backup for debris removal in the event of a grinder
failure. The Channel Monster has an additional rotating perforated screening drum that directs debris into the
cutter stack, while maintaining the flow. The Buena
Creek Pump Station currently has two Channel monsters
installed and has operated well with this configuration.
The Franklin Miller (FM) Taskmaster Grinder Model TM8532, Figure 3, is an alternative that is similar to the JWC Muffin Monster. The main difference between the Franklin Miller and JWC models is the configuration of the cutter stacks. While JWC cutters are machined as individual disks mounted with spacers in between, Franklin Miller machines a cutter cartridge from a solid block of alloy steel; a typical cutter cartridge replaces 6 cutters and 6 spacers. Each cutter has 11 teeth. The FM Taskmaster operates with a submersible 3 horsepower motor, capable of running fully submerged or in air.
All three units are suitable for RWPS, but there are several factors to be considered. The inclusion of the perforated drum on the Channel Monster allows for better flow through the unit when it is not operational, but additional moving parts increase the potential for maintenance and repair issues. The Channel Monster has the largest footprint of the three units, taking up a larger area in the channel than the other units, which could impact hydraulics and increase the depth of flow in the upstream pipes.
Under normal conditions, most of the cutter stack will be submerged, with the majority of cutter teeth engaged. It is also twice as heavy as the other models, which would make removal/maintenance more difficult. JWC recommends inspecting the cutter stack on all models twice yearly for signs of wear that may require tightening. Franklin Miller claims that the cutter stack in the Taskmaster never needs retightening, as the solid block cutter cartridge replaces multiple moving parts which are more likely to loosen. Both JWC units have more teeth per cutter than the FM unit, providing more points of contact for pulling debris into the cutters. The Muffin Monster and FM Taskmaster both have a smaller footprint than the Channel Monster, but the cutter stack is taller and will remain partially above the flow, so a lower percentage of cutter teeth will come into contact with the flow. Specifications for all three units are summarized in Table 1.
9936A.10 I Letter report_RPS grinder.docx
09/23/2025
C5 Page 860 of 11c 2 iio.com
Mr. Alfred Pedroza
City of Vista
August 31, 2015
Table 1. Grinder Specifications
Grinder Model
Maximum
Flow, MGD
Weight, Ibs
Horsepower
Footprint,
ft2
Cutter Stack
Height, in
Teeth per
Cutter
Equipment
Cost*, $
JWC 30005 Muffin Monster
2.1 580
5 0.57
36 17
36000
JWC CMD 1810 Channel Monster
2.4 1095
5 3.2
23 17
46000
FM Taskmaster TM 8532
2.4 625
3 0.57
36 11
46441
*Equipment cost does not include installation
CONCLUSION AND RECOMMENDATION
While the Franklin Miller Taskmaster and both JWC Environmental sewage grinders are able to meet the needs of RWPS, the JWC Environmental 30005 Muffin Monster is the most cost efficient alternative. Consideration must also be given to the preference of the pump station operations staff. Concerns about JWC Environmental's customer service and slow response time were discussed, and a request was made to investigate the options available from Franklin Miller. The FM grinder that suits the application at RWPS is also the most costly alternative. At this time, no decision has been made about sole sourcing.
Sincerely,
CAROLLO ENGINEERS, INC.
Risa Guysi
RG:rg
9936A.10 I Letter report_RPS grinder.docx
09/23/2025
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09/23/2025
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PUMP STATION REHABILITATION STUDY I CITY OF VISTA
Appendix K
RACEWAY PUMP STATION: DERAGGER II
TECHNICAL MEMO
FINAL i AUGUST2016
09/23/2025
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09/23/2025
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ci Cpr "h'4
August 31, 2015
Mr. Elmer Alex
City of Vista
200 Civic Center Drive
Vista, CA 92084
Subject: Raceway Pump Station - Deragger Update
Dear Mr. Alex:
The purpose of this report is to share the information collected on Clearwater Controls Deragger II, for possible inclusion in the final design for the rehabilitation of the Raceway Pump Station (RWPS).
BACKGROUND
The City of Vista (City) owns four wastewater pump stations - the Buena Creek Pump Station (BCPS), the Buena Vista Pump Station (BVPS), and the Raceway Pump Station (RWPS) and the Aqua Hedonda Pump Station. All three pump stations convey raw wastewater to the Encina Water Pollution Control Facility. The accumulation of rags and debris on pump impellers is a common problem in wastewater collection systems. As rags build up it can cause significant damage to the pumps, pump motors and variable frequency drives (VFD). One common means to prevent the rag build up is to install grinders upstream of lift stations. Grinders break down rags and large debris into smaller fragments that cannot get caught up in the pump impeller.
Grinders are installed at all of the City's lift stations. At the RWPS, the grinder has recently been out of service, allowing rags into the wet well. The rag build up on the pump impellers became significant enough that it resulted in a pump failure. Ultimately, the pump VFD was so badly damaged that replacement was required.
Another means to prevent ragging has recently been introduced to the wastewater market in the United States. The Clearwater Controls Deragger utilizes pump controls to reverse the pump impeller when ragging is detected. The City recently came across the device and there is a desire to investigate the potential to use at the City's pump stations.
PRODUCT OVERVIEW
The Deragger II is an Anti -Ragging Device (ARD) that fits into the pump control panel or VFD panel and continuously monitors the pump. It prevents blockages by initiating cleaning cycles at every pump start up, at specified time intervals, and when analog input setpoints are breached.
The cleaning cycle is a series of forward, reverse, and stopping actions that clear the impeller of rags and fat deposits, and is customized to meet the needs of the site. Typical parameter setpoints used to trigger a cleaning cycle are high amperage, indicating that the motor is working harder than necessary, and low flow or increased wet well level, which both indicate problems with pump operation likely caused by ragging. The ARD sends a signal to the PLC when it begins a clean cycle; if there is a persistent blockage, the cleaning cycle will repeat, and if it isn't cleared and keeps repeating, this indicates that the pump needs to be dealt with Project No 9936A.101 Deragger Memo.docx
09/23/2025
5075 Shoreham Place, Suite 120, San Diego, California 92122 P. 858.505.1020 F. 858.505.1015
C5 Page 865 of 114.2.uio.com
Mr. Elmer Alex
City of Vista
August 31, 2015
manually. Additional features that can be added include a wet well clean cycle, batch and volume pumping, and dry run protection.
US INSTALLS AND REFERENCES
The Deragger II is a fairly new technology from Clearwater Controls in Scotland that has been in the United States for less than two years. While the Deragger II has seen broader use in the United Kingdom since its introduction in 2011, many US municipalities are either not aware of it or are hesitant to use it until it has a more proven track record. Ponton Industries, Inc., the local US distributor for Clearwater Controls, provided a list of five US installs and references to gather information on how the Deragger has affected operations. Contacts at all five locations (three of them in Southern California, and two in Florida) were interviewed, with basic information summarized in Table 1.
Table 1. Deragger II United States Install List
Organization
Contact
Number of
Pump
Stations
using ADR's
Number of
ADR's in
service
How Tong in
service?
LACSD
Mark Pettit,
Senior Engineer
2 6
21 months
OCSD
Marcus Lambertz,
Maintenance
Supervisor
1 1
6 months
City of San
Clemente, CA
Ken Burtech,
Utilities Maintenance
Supervisor
1 3
1 year
City of Lake
Worth, FL
Dave Laperna,
Pump Station
Operating Foreman
1 3
6 months
Pasco County, FL
Jeff Schlitt,
Project Manager
1 1
1 month
REFERENCE FEEDBACK
Los Angeles County Sanitation District (LACSD) was the first US location to use the Deragger I I, installing it at the Western Avenue Pumping Station on a trial basis. The site had a prevalent ragging issue and one of the senior engineers had been investigating the possibility of reversing pumps to clear rags from the impellers when he came upon this device. Deragger II's were then installed on two 50 hp pumps, which previously required manual deragging about four times a month. During the trial, the Deragger II averaged one clean cycle per day, and no manual deragging was necessary. The trial results lead LACSD to integrate the Deragger II into the Long Beach Main facility, which handles about 35 MGD. The sites 200 hp pumps were having Project No 9936A.10) Derag er Memo.docx
09123/2025
C5 Page 866 of 11c12 iio.com
Mr. Elmer Alex
City of Vista
August 31, 2015
problems with ragging, requiring operators to perform manual cleaning and rag removal an average of 18 times per month, an unsanitary task that reduces productivity and presents a safety hazard. Since inclusion of the Deragger I I, Mr. Pettit noted only one instance of manual deragging. When asked about any issues regarding installation, startup, and operation, the only problem mentioned was a small issue with the Modbus that hasn't affected performance.
Clearwater Controls has been very responsive to this and all aspects of the use of their product.
The remaining references cited similar results with the Deragger II.
CONCLUSION
Carollo has concerns about including this product in the design for RWPS. The install list provided by the local distributor list is very short, with most sites only having the Deragger II in service for 6 months or less. While two of the sites use the deragger with a VFD, none were found that are using this product with Allen-Bradley VFD's, as are in use at RWPS. The distributor mentioned that the Deragger II was ideal for locations without a grinder, and that it was preferable to have the debris travel through the facility intact where it could be removed from the process stream easily rather than having the shredded pieces clog up digesters downstream. Since RWPS typically operates with a grinder online, the pumps shouldn't experience the ragging issues that have occurred during the time that the Moyno grinder has been removed for maintenance. Furthermore, there are serious reservations about using this product with an existing pump from the standpoint that rotating the pump impeller backwards may be outside the capabilities of the pump, and could result in damage to the pump. A major drawback is that integrating this product into the design of the new VFD's would require the addition of two contactors; one for forward rotation and one for reverse. For this horsepower size, the contactors are of significant size, and given the very limited footprint that is available, it is not likely that the device can be integrated in the VFD panels without significantly rearranging the electrical gear layout.
RECOMMENDATION
Given the lack of long-term evaluation of this product, the issues regarding integration into the VFD's, and that ragging at RWPS is primarily resolved with the use of grinders, it is not recommended to install the device at the City's pump stations..
Sincerely,
CAROLLO ENGINEERS, INC.
Risa Guysi
RG:rg
Project No 9936A.10) Derag er Memo.docx
09123/2025
C5 Page 867 of 1
09/23/2025
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PUMP STATION REHABILITATION STUDY I CITY OF VISTA
Appendix L
BUENA CREEK PUMP STATION: REDUNDANT
FORCEMAIN NON -COST EVALUATION
FINAL i AUGUST2016
09/23/2025
C5 Page 869 of 1112
09/23/2025
C5 Page 870 of 1112
Project: Pump Station R ehabilitation and PLC/VFD Replacement NCIient: City of vista
`� / Table A: Altern ativ e Force main Non.Cost Eval uati on Matrix T abl e Cnlmb
3 nlem atca1
"e$'
g
8S
_
3 Alternative
7 3
'yx
.X
r �.� ,�. .._-
—
=
3 Alter native 5 lRoe ss Efflu ent Alignm ent)
i
3 Comm* Oiu uption
z5%
Advantages.
• Portion d al0nnmllc lna taw volume.,
dvan bgn.
• n m en mgw hd
• M oamar, ales Ngh mane Read
D95
Atlreritagee
• df ag mnsi Ism alowv uu me road
Dis advantages:
•Mena to mdaegmed
• 00to50l on AOVOIume Road
05 r
ANontae
e
Disadvantag es,
• Tramtcontrol mama
•ul150anl is In NO volume Ro ad
I
0.25 Athamaga:
one
v
re IdcOw repund
• Mlgmmnll Yin M1lgh adore R oatl
Advantages:
of
• Pomm gna grennspsa vt0v d supaonla pudk
m sadvmlagan
• ira ° contr ol repuLaad(Ieastofat ag enmllJei) .
• Ah2mnemis In SO vel ure R and
4 s
_.r DP Impact25%
Advantages:
• Ph 110 c s0 ogling mad
alsaaaen ta ps:
• Passage u3 y 000,40t Intersactloo
• Lop requlre d to re. Oraulymam
_
0Is
Advanlaga a:
. 910pee reach al all allematives
• Ronne folbws 0003021 ad
et eaci vantag em.
•Po baulllty[Mlle mtars ectcos
• Algamn's wnn an ma'a m,. a a,- -n
pp . ces
075
Adva nages;
• npoane lalloasaslNng mat
Disadva nt ages:
• Pombla may conga elnrerse dons
• length reamed to tea. gra.gy men
',.,..quIreaclational ppe;ne.conned 2 Star nn war sen se and Aspen
2 0 .6
Advantage s:
• Rpailfaotwraeve ogioad
Dcad rantagea:
r Long est r each al all alternatives
•Ra bEla MOM [wade man e uos
Adva nt ages:
ready aNsb
d5a mags:
• Coda. al plpelmea s unknown Andnlspregplrefagasemmla
mhsoliltalmn
g
,.
._
r. r•.._1
10%
...PR ,
•None
ptaadnnt agn:
• Fnamathmenlpsrmla
.1
Mvaetapes:
•None
D dnr�tag
is a es•
• 00000 0050 permits
0.g
•Nanetaees
D rsadvsdaga a:
• Encroachment panel
treat Croslr 0 M ang Malms e
Advantages:
•None
Oissev aMages:
• Encrwtlenanl pe nnies
Advantage s:
,a,,,0.„„,,,,„, ,,,,,
D ative n
rs
Near -.I ve area
1 .
Adv anage5:.
N ona
000W500:
• Orlin awl bender mate ownerstle
a
0.2r
Mrentaps:
• Ma lo ne of ewe. ROW
antes
Rim renege easem ent along nMmpmved surface
cc
Advantage,
• Rep ly olalrgmrre m 0 ROW
e adva ntagu .
• Ron e asement., be re..
04 Advantages:
• M abee °Negnm. M a ROw
vantage¢.
o men eas ement may I mre,.
Adva ntages:
Easements...mod
od
Disad vantages,
• Nom
I as
10%
Pavarnagn:
•Nana
Disadvantages:
• uauaTmeaal Ma Ma se r. oodnda .W Faraday
0 03
Advantages:
•None
Disadvantages.
• Ndmactoulilb .alO aLAsaaglmdi0elmsaddt004a y.
3 0 l
AMmurin
• Nona
alsadvamages.
NO,101sU nsa al. rte Melrose end F y
3 03
00555 0gn:
•None
Disadvantages:
•Numerous Unties alma W ertz:Son ol Mane and Faraday.
,anon:
4011 a isalr®dy msblled
Disadvantages:
Wane
Hydaulls
20%
Advan tage s:
Nona
p au mwa
kmn
Ram o pee dto among
0 06
Advantages.
•Smalleui dlamntatme of all °Moru l2o.
•SMnacl a'gnma n
Osadvaniages:
Non-
a
Advan oges.
ralane
Disadva ntages:
• lover Ape gamete, ras
0.6 Advantages.
r0i0ne
Disadvantages:_g .s .
tam er pipe dia met errequlredll43
Adr, a
r-• d ameter pipe al a0 apllona(fd"l
Final Score.
100%.
5u
3.35 9
Z L 1, 4 4o IL8 abed
09/23/2025
C5 Page 872 of 1112
Hazen
7700 Irvine Center Dr., Suit 200,
Irvine, CA 92618
(949) 557-8549
FY2023 REMOTE COMPREHENSIVE ASSET
MANAGEMENT PLAN
(R -CAMP)
22 July 2022
ENCINA
WASTEWATER
AUTHORITY
Prepared for
Encina Wastewater Authority
6200 Avenida Encinas
Carlsbad, California 92011
09/23/2025
C5 Page 873 of 1112
Table of Contents
EXECUTIVE SUMMARY 1
ES.1. INTRODUCTION 1
ES.2. R -CAMP PROCESS 2
ES.3. CONDITION ASSESSMENT SUMMARY 4
ES.4. STUDIES AND PROFESSIONAL SERVICES 4
ES. 5. IDENTIFICATION OF R -CAMP PROJECTS 5
ES. 6. PROJECT EVALUATION 7
ES. 7. PROJECT PRIORITIZATION 8
ES. 8. RECOMMENDED PROJECT IMPLEMENTATION SCHEDULE AND COST SUMMARY ...................... 14
1. INTRODUCTION 1-1
1.1 BACKGROUND 1-1
1.1.1. Buena Creek Pump Station 1-1
1.1.2. Raceway Basin Pump Station 1-2
1.1.3. Buena Vista Pump Station 1-2
1.1.4. Agua Hedionda Lit Station 1-3
1.1.5. Carlsbad Water Recycling Facility 1-3
1.2 PURPOSE 1-4
2. REMOTE COMPREHENSIVE ASEET MANAGEMENT PLAN PROCESS 2-1
2.1. PROCESS 2-1
2.1.1. Project Identification and Grouping 2-3
2.1.2. Computerized Maintenance Management System 2-3
2.1.3. Condition Assessments 2-3
2.1.4. Previous Remote Comprehenisive Asset Management Plan 2-4
2.1.5. Other Project Sources 2-5
2.1.6. Project Reference List 2-5
2.1.7. Project Grouping 2-5
2.1.8. Project Numbering 2-6
2.1.9. Project Evaluation 2-8
2.1.10. Project Cost Estimating 2-8
2.1.11. Project Prioritization 2-10
2.1.12. Implementation Schedule 2-11
2.1.13. Frequency of R -CAMP 2-11
3. CONDITION ASSESSMENT SUMMARY 3-1
3.1. FIELD CONDITION ASSESSMENT 3-1
3.2. FOCUSED CONDITION ASSESSMENT 3-4
4. STUDIES AND OTHER PROFESSIONAL SERVICES 4-1
4.1. STUDIES 4-1
4.2. BUNEA CREEK PUMP STATION STUDIES 4-1
4.2.1. EWA Studies 4-1
4.2.2. Owners Studies 4-1
4.3. RACEWAY BASINPUMP STATION STUDIES 4-1
4.3.1. EWA Studies 4-1
4.3.2. Owners Studies 4-2
4.4. BUNEA VISTA PUMP STATION STUDIES 4-3
4.4.1. EWA Studies 4-3
4.4.2. Owners Studies 4-3
4.5. AGUA HEDIONDA LIFT STATION STUDIES 4-4
I
09/23/2025
C5 Page 874 of 1112
4.5.1. EWA Studies 4-4
4.5.2. Owners Studies 4-4
4.6. CARLSBAD WATER RECYCLING FACILITY STUDIES 4-4
4.6.1. EWA Studies 4-4
4.6.2. Owners Studies 4-4
5. IDENTIFICATION OF PROJECTS 5-1
5.1. BUENA CREEK PUMP STATION PROJECTS 5-8
5.1.1. EWA Projects 5-8
5.1.2. Owners Projects 5-14
5.2. RACEWAY BASIN PUMP STATION PROJECTS 5-17
5.2.1. EWA Projects 5-17
5.2.2. Owners Projects 5-23
5.3. BUENA VISTA PUMP STATION PROJECTS 5-25
5.3.1. EWA Projects 5-25
5.3.2. Owners Projects 5-32
5.4. AGUA HEDIONDA LIFT STATION PROJECTS 5-34
5.4.1. EWA Projects 5-34
5.4.2. Owners Projects 5-41
5.5. CARLSBAD WATER RECYCLING FACILITY PROJECTS 5-42
5.5.1. EWA Projects 5-42
5.5.2. Owners Projects 5-48
6. PROJECT EVALUATION AND PRIORITIZATION 6-1
6.1. EVALUATION CRITERIA 6-1
6.2. IMPACT FACTORS 6-2
6.3. EVALUATION SCORING RESULTS 6-2
6.4. PROJECT PRIORITIZATION 6-14
7. RECOMMENDED PROJECT IMPLEMENTATION SCHEDULE AND COST SUMMARY 7-1
7.1. IMPLEMENTATION SCHEDULE AND COST SUMMARY 7-1
7.2. WHAT'S NEXT 7-1
APPENDIX A: HISTORICAL PROJECT LIST Al
APPENDIX B: BASIS OF ESTIMATE Bl
APPENDIX C: PROJECT COST TABLES Cl
APPENDIX D: SPARE PARTS LIST DI
APPENDIX E: PROJECTS MASTER LIST El
APPENDIX F: ASSET REGISTER Fl
II
09/23/2025
C5 Page 875 of 1112
List of Tables
TABLE ES -1: PROJECT RESPONSIBILITY DESIGNATION SUMMARY ES -5 TABLE ES -2: EVALUATION CRITERIA ES -7
TABLE ES -3: OVERVIEW OF BCPS PROJECTS RECOMMENDED FOR IMPLEMENTATION FOR FY2023 - FY2028 ES -9 TABLE ES -4: OVERVIEW OF RBPS PROJECTS RECOMMENDED FOR IMPLEMENTATION FOR FY2023 - FY2028 ES -10 TABLE ES -5: OVERVIEW OF BVPS PROJECTS RECOMMENDED FOR IMPLEMENTATION FOR FY2023 - FY2028 ES -11 TABLE ES -6: OVERVIEW OF AHLS PROJECTS RECOMMENDED FOR IMPLEMENTATION FOR FY2023 - FY2028 ES -12 TABLE ES -7: OVERVIEW OF CWRF PROJECTS RECOMMENDED FOR IMPLEMENTATION FOR FY2023 - FY2028 ES -13 TABLE ES -8: OVERVIEW OF RECOMMENDED IMPLEMENTATION SCHEDULE FOR PRIORITIZED PROJECTS (FY2023 - FY2028) ES -15
TABLE 1-1: BUENA CREEK PUMP STATION PROFILE 1-2
TABLE 1-2: RACEWAY BASIN PUMP STATION PROFILE 1-2
TABLE 1-3: BUENA VISTA PUMP STATION PROFILE 1-3
TABLE 1-4: AGUA HEDIONDA LIFT STATION PROFILE 1-3
TABLE 2-1: PROJECT NUMBERING SYSTEM 2-7
TABLE 2-2: COST ESTIMATE CLASSIFICATION MATRIX FOR PROCESS INDUSTRIES 2-9 TABLE 2-3: CONSTRUCTION COST BASELINE PERCENTAGES 2-10
TABLE 2-4: PROJECT PHASE COSTS BASELINE RATES 2-10
TABLE 3-1: FAILURE MODES 3-1
TABLE 5-1: BCPS PROJECT RESPONSIBILITY DESIGNATION 5-3
TABLE 5-2: RBPS PROJECT RESPONSIBILITY DESIGNATION 5-4
TABLE 5-3: BVPS PROJECT RESPONSIBILITY DESIGNATION 5-5
TABLE 5-4: AHLS PROJECT RESPONSIBILITY DESIGNATION 5-6
TABLE 5-5: CWRF PROJECT RESPONSIBILITY DESIGNATION 5-7
TABLE 6-1: EVALUATION CRITERIA 6-2
TABLE 6-2: PROJECT IMPACT FACTOR PARAME I E RS 6-3
TABLE 6-3: BCPS PROJECT SCORING -DESCENDING SCORE 6-4
TABLE 6-4: BCPS PROJECT SCORING- ASCENDING PROJECT NUMBER 6-5 TABLE 6-5: RBPS PROJECT SCORING - DESCENDING SCORE 6-6
TABLE 6-6: RBPS PROJECT SCORING - ASCENDING PROJECT NUMBER 6-7 TABLE 6-7: BVPS PROJECT SCORING -DESCENDING SCORE 6-8
TABLE 6-8: BVPS PROJECT SCORING - ASCENDING PROJECT NUMBER 6-9 TABLE 6-9: AHLS PROJECT SCORING - DESCENDING SCORE 6-10 TABLE 6-10: AHLS PROJECT SCORING - ASCENDING PROJECT NUMBER 6-11 TABLE 6-11: CWRF PROJECT SCORING -DESCENDING SCORE 6-12 TABLE 6-12: CWRF PROJECT SCORING- ASCENDING PROJECT NUMBER 6-13 TABLE 7-1: PROJECTED COST BY FISCAL YEAR FOR PRIORITIZED BCPS PROJECTS 7-3 TABLE 7-2: PROJECTED COST BY FISCAL YEAR FOR PRIORITIZED RBPS PROJECTS 7-5 TABLE 7-3: RECOMMENDED IMPLEMENTATION SCHEDULE FOR PRIORITIZED BVPS PROJECTS 7-7 TABLE 7-4: RECOMMENDED IMPLEMENTATION SCHEDULE FOR PRIORITIZED AHLS PROJECTS 7-9 TABLE 7-5: RECOMMENDED IMPLEMENTATION SCHEDULE FOR PRIORITIZED CWRF PROJECTS 7-11 TABLE F-1: BCPS ASSET REGISTER F1
TABLE F-2: RBPS ASSET REGISTER F4
TABLE F-3: BVPS ASSET REGISTER F6
TABLE F-4: AHLS ASSET REGISTER F10
TABLE F-5: CWRF ASSET REGISTER F14
Ill
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List of Figures
FIGURE ES -1: PROJECT DEVELOPMENT PROCESS ES -3
FIGURE 2-1: PROJECT DEVELOPMENT PROCESS 2-2
FIGURE 2-2: MOBILE COLLECTION TOOLS AND CONDITION SCORING GUIDE 2-6 FIGURE 2-3: MOBILE COLLECTION TOOLS AND CONDITION SCORING GUIDE 2-7 FIGURE 3-1: MOBILE COLLECTION TOOLS AND CONDITION SCORING GUIDE 3-3 FIGURE 3-2: FIELD CONDITION ASSESSMENT RESULTS FOR BCPS, RBPS, AND BVPS 3-4 FIGURE 3-3: FIELD CONDITION ASSESSMENT RESULTS FOR CWRF 3-5 FIGURE 4-1: FIELD CONDITION ASSESSMENT RESULTS FOR CWRF 4-2 FIGURE 6-1: BCPS PROJECT COST VS ORGANIZATION IMPACT 6-15 FIGURE 6-2: RBPS PROJECT COST VS ORGANIZATION IMPACT 6-16 FIGURE 6-3: BVPS PROJECT COST VS ORGANIZATION IMPACT 6-17 FIGURE 6-4: AHLS PROJECT COST VS ORGANIZATION IMPACT 6-18 FIGURE 6-5: CWRF PROJECT COST VS ORGANIZATION IMPACT 6-19 FIGURE 7-1: RECOMMENDED IMPLEMENTATION SCHEDULE FOR PRIORITIZED BCPS PROJECTS 7-2 FIGURE 7-2: RECOMMENDED IMPLEMENTATION SCHEDULE FOR PRIORITIZED RBPS PROJECTS 7-4 FIGURE 7-3: RECOMMENDED IMPLEMENTATION SCHEDULE FOR PRIORITIZED BVPS PROJECTS 7-6 FIGURE 7-4: RECOMMENDED IMPLEMENTATION SCHEDULE FOR PRIORITIZED AHLS PROJECTS 7-8 FIGURE 7-5: RECOMMENDED IMPLEMENTATION SCHEDULE FOR PRIORITIZED CWRF PROJECTS 7-10 IV
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List of Abbreviations and Acronyms
AACE ASSOCIATION FOR THE ADVANCEMENT OF COST ENGINEERING
AHLS AGUA HEDIONDA LIFT STATION
BCPS BUENA CREEK PUMP STATION
BOE BASIS OF ESTIMATE
BVPS BUENA VISTA PUMP STATION
CAMP COMPREHENSIVE ASSET MANAGEMENT PLAN
CCI CONSTRUCTION COST INDEX
CIP CAPITAL IMPROVEMENT PROJECTS
CMMS COMPUTERIZED MAINTENANCE MANAGEMENT SYSTEM
CMWD CARLSBAD MUNICIPAL WATER DISTRICT
CPS COMBINED PUMP STATION
CWRF CARLSBAD WATER RECYCLING FACILITY
E -CAMP ENCINA COMPREHENSIVE ASSET MANAGEMENT PLAN
EI&C ELECTRICAL, INSTRUMENTATION AND CONTROL
ENR ENGINEERING NEWS RECORD
EWA ENCINA WASTEWATER AUTHORITY
EWPCF ENCINA WATER POLLUTION CONTROL FACILITY
Flow EQ Basin Flow Equalization Basin
FOG FATS, OILS, AND GREASE
FY FISCAL YEAR
HVAC HEATING, VENTILATION, AND AIR CONDITIONING
GMF GRANULAR MEDIA FILTERS
GPM GALLONS PER MINUTE
HMI HUMAN MACHINE INTERFACE
LCP LOCAL CONTROL PANEL
LED LIGHT EMITTING DIODE
MCC MOTOR CONTROL CENTER
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MF MICROFILTRATION
MGD MILLION GALLONS PER DAY
MOU MEMORANDUM OF UNDERSTANDING
NETA INTERNATIONAL ELECTRICAL TESTING ASSOCIATION
O&M OPERATIONS AND MAINTENANCE
OSHA OCCUPATIONAL HEALTH AND SAFETY ADMINISTRATION
PVC POLYVINYL CHLORIDE
PLC PROGRAMMABLE LOGIC CONTROLLER
R&D RESEARCH AND DEVELOPMENT
R&R Rehabilitation and Replacement
RBPS RACEWAY BASIN PUMP STATION
R -CAMP
Remote Comprehensive Asset Management Plan
RO REVERSE OSMOSIS
RWPS RECYCLED WATER PUMP STATION
SCADA
Supervisory Control and Data Acquisition
SEEPS SECONDARY EFFLUENT EQUALIZATION PUMP STATION
RO INSPECTION REPORT CARLSBAD WATER RECYCLING FACILITY RO INSPECTION REPORT
OF ULTRAFILTRATION
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Hazen
EXECUTIVE SUMMARY
FY2023 R -CAMP Report
ES.1. INTRODUCTION
Encina Wastewater Authority (EWA) is a public joint powers authority located in Carlsbad, California, that provides wastewater treatment services to approximately 400,000 North San Diego County residents and industrial customers. EWA is comprised of six member agencies consisting of the City of Carlsbad, City of Vista, City of Encinitas, Buena Sanitation District, Leucadia Wastewater District, and Vallecitos Water District.
EWA was formed to operate and administer the Encina Water Pollution Control Facility (EWPCF), which is a secondary activated sludge treatment facility, to treat wastewater from the six Owners.
Wastewater is conveyed to the EWPCF by several pump stations throughout the service area. EWA operates and maintains four pump stations for the Cities of Carlsbad and Vista: Buena Creek Pump Station (BCPS), Raceway Basin Pump Station (RBPS), Buena Vista Pump Station (BVPS), and Agua Hedionda Lift Station (AHLS). Secondary effluent from the EWPCF is sent to the Carlsbad Water Recycling Facility (CWRF) for additional treatment to produce Title 22 recycled water for use by the Carlsbad Municipal Water District (CMWD). The BCPS, RBPS, BVPS, AHLS, and CWRF are facilities that are owned by Carlsbad and/or Vista, and are operated and maintained by EWA, and are designated "remote facilities" as they are not located at the EWPCF.
EWA aims to maintain reliable and cost-effective resilient service by implementing proactive asset management approaches. In addition, EWA's objective is to invest appropriately to fully fund the cost of service, including capital improvements by establishing a well-grounded Asset Management Planning Services. The Remote Comprehensive Asset Management Plan (R -CAMP) serves as a primary planning tool utilized to cost effectively manage assets by planning, prioritizing, and scheduling condition assessments efforts and asset rehabilitation and replacement (R&R) for facilities operated by EWA, including the BCPS, RBPS, BVPS, AHLS, and CWRF.
The Memorandum of Understanding (MOU) between Owners and EWA as operators and maintainers requires EWA to develop the capital acquisition budget for each facility, as well as make recommendations for larger projects for Owners to incorporate into their CIPs. The R -CAMP identifies future expenditures for those capital acquisition budgets for maintenance projects and conceptually identifies EWA staff recommendations for capital improvement projects (CIP), which the respective facility Owner can then incorporate into their CIP for the facilities, including Owner's review of capacity and upgrades. The R -CAMP then functions as a communication tool for the proposed improvements to the Owners, their representatives, and EWA staff. This R -CAMP update includes recommendations for capital acquisition budget and CIP recommendations for Owners to incorporate for fiscal year (FY) 2023 through FY2028. Capital assets related to projects for EWA's EWPCF are identified in the Encina Comprehensive Asset Management Plan (E -CAMP) and are not evaluated in this R -CAMP.
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FY2023 R -CAMP Report
While the R -CAMP is updated every two years and is independent of the budgeting process, the information is leveraged during the budgeting process to provide direction for EWA staff and Owners.
EWA staff focus on the capital acquisition budgets, while Owners incorporate the CIP recommendations into their own CIP plans for the facilities for capacity and other upgrades.
ES.2. R -CAMP PROCESS
The R -CAMP process includes five task elements: project identification and grouping; project evaluation; project cost estimating; project prioritization; and implementation schedule. EWA engaged the Owners through a series of workshops to review each key step in the process. A flow diagram of the EWA CIP development, including the R -CAMP process, is provided as Figure ES -1 with the R -CAMP task elements shown in blue-green.
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SZOZ/EZ/60
Hazen
PROJECT
PRIORITIZATION
AND RANKING
Implementation
Schedule Er Project Identificati on & Evaluation
R -CAMP Process
O MMS Pl ann ed As set Repl acement
C onditi on Assessment
New Proje cts;
Previously Identified Proj ects
R -CA MP
Update
Every 2 Years
FY2023 R CAMP Report
ASSET MANAGEMENT PROCESS
likA sset-Level Condition andtall
Perf ormance Assessme nt
Asset -Level Pr obability of Failure
ill
Asset -Level Consequen ce of F
( Critic ality/Imp act)
Dashb oards to
Automate Updat
of Risk S cor es
0 R -CAM
'
criUPDATE
FY23
Z L I, I, 40 Z88 abed
ifiyiNri slimpatilg.. 4W .411
fll
Figure ES -1: Project Development Process
Contin uo us
Impro vement
Update Cycle
ES -3
Hazen
FY2023 R -CAMP Report
Projects that are included in the R -CAMP are identified through a number of means including EWA's Computerized Maintenance Management System (CMMS), field condition assessments, site visit, the previous R -CAMP update, EWA or Owner staff, studies, reports, and other engineering services performed for EWA or the Owners. Projects may be grouped based on proximity, type of work, or priority to increase economic efficiency and reduce costs.
After the fmal list of R -CAMP projects is established, EWA and the Owners worked together to assign each project to the responsibility of EWA or the Owners. Generally, smaller maintenance projects are assigned to EWA and larger capital projects are assigned to the Owners. Each project is evaluated using a set of six evaluation criteria: safety; regulatory compliance; reliability; impacts to the public and EWA; energy efficiency; and organizational efficiency. These evaluation criteria are assigned a criticality factor that represents the level of importance of each across all the projects. Each project is scored across each of the evaluation criteria and the sum of the six criteria scores is the evaluation score for each project.
Project cost estimates are developed for the full list of projects in the R -CAMP. All capital acquisition projects assigned to EWA in the R -CAMP are prioritized by considering the evaluation scoring results and estimated costs. The project prioritization process provides EWA with informed condition and cost data to select which projects to schedule for implementation over the next six fiscal years (through FY2028). Recommended priorities are also provided for the Owner projects for the Owner's consideration. A recommended implementation schedule is prepared and provides direction for upcoming improvements to be included in the budgeting process. Projects that are not selected for implementation over the next six fiscal years are not scheduled in the R -CAMP but are included for future reference.
ES.3. CONDITION ASSESSMENT SUMMARY
Condition assessments are a key component of a strong asset management program. The benefit to a utility of a quantitative condition assessment is to capture both the estimated timing of asset failure and the impact such failures would have on broader operations. The condition assessment program allows EWA and Owners to develop more informed asset management plans and capital budget prioritization processes. In addition to the condition assessments that are conducted regularly by EWA or are triggered by asset age or staff observations, Hazen performed a combination of field condition assessment and focused condition assessment. For the BCPS, RBPS, and BVPS a comprehensive condition assessment was performed in May 2021 followed by a site visit in October 2021, while for CWRF the focused condition assessment approach was used. Given that AHLS has recently undergone construction and significant rehabilitation effort, a site visit was performed for this remote facility focused on performance and functionality issues, since most of the assets are in newer condition.
ES.4. STUDIES AND PROFESSIONAL SERVICES
Studies are completed to provide planning information for maintaining remote facilities. Additional professional services include engineering services, research and development (R&D) services, permitting, and other services. A more detailed description of the identified studies and professional services can be found in section 4 of this document.
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ES.5. IDENTIFICATION OF R -CAMP PROJECTS
FY2023 R -CAMP Report
As described in the R -CAMP process, the first step is to identify projects to be considered for of implementation. Several projects and related studies were identified through this process and more detailed information regarding these projects, including background, description, justification/consequences, and project delivery method, can be found in section 5 of this document.
With EWA and Owner collaboration, projects are assigned to EWA or Owners based on the type of work required. Table ES -1 provides a breakdown of project assignment for projects in this R -CAMP.
Table ES -1: Project Responsibility Designation Summary Project Number Project Name
Buena Creek Pump Station
EWA Owners
P - 37002-001 Minor EI&C Rehabilitation
P — 37002-002 Minor Mechanical Rehabilitation
P — 37002-003 Minor Structural Rehabilitation
P — 37002-004 SCADA Migration
P — 37002-005 Site Safety Improvements
P — 37002-006 Structural Improvements
P — 37002 -Recurring Grinder Rebuild
P — 37002 -Recurring Sewage Pump Rebuild
P — 37002 -Recurring Sewage Pump Motor Rebuild
P — 37002 -Recurring Coatings and Paintings
P — 37002 -Recurring Unplanned Minor Rehabilitation
P — 37002 -Recurring Integration Assistance
P — 37002 -Recurring VFD Repairs
ES — 37002 -Recurring R -CAMP Update
P — 9.4.004 Major Equipment CIP
P — 9.4.005 Scum and FOG Abatement
P — 9.4.006 Site Security Improvements
P — 9.4.007 Civil Improvement
S/13- 9.4.008 Bypass Study
P — 9.4.009
Mechanical Modifications
(formerly: Modify Discharge
Valve Installation)
P — 9.4 -Recurring Landscaping
Raceway Basin Pump Station
P — 39002-001 Minor EI&C Rehabilitation
X
P — 39002-002
Minor Mechanical Rehabilitation X
P - 39002-003 Minor Structural Rehabilitation
X
P — 39002-004
SCADA Migration X
Site Safety Improvements X
P — 39002-005
P - 39002 -Recurring Grinder Rebuild X
P — 39002 -Recurring Sewage Pump Rebuild X
P — 39002 -Recurring
P — 39002 -Recurring Coatings and Paintings X
P — 39002 -Recurring Unplanned Minor Rehabilitation
P — 39002 -Recurring
Sewage Pump Motor Rebuild
X
X
Integration Assistance X
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Project Number Project Name
P - 39002 -Recurring VFD Repairs
ES - 39002 -Recurring
R -CAMP Update
S/P — 9.1.006 Containment Basin Repair
FY2023 R -CAMP Report
EWA Owners
X
X
P — 9.1.008 Major Equipment CIP
S/P — 9.1.009 Pump Station Resiliency Study
P — 9.1.010 Scum and FOG Abatement
P — 9.1.011 Site Security Improvements
P — 9.1 -Recurring Landscaping
Buena Vista Pump Station
P - 32002-001
Minor EI&C Rehabilitation
P - 32002-002
Minor Mechanical Rehabilitation
P — 32002-003 Minor Structural Rehabilitation
P — 32002-004 SCADA Migration
P — 32002-005 Site Safety Improvements
P — 32002-006 Structural Improvements
P — 32002 -Recurring Grinder Rebuild
P — 32002 -Recurring Sewage Pump Rebuild
P 32002 -Recurring Sewage Pump Motor Rebuild
P — 32002 -Recurring Coatings and Paintings
P — 32002 -Recurring Unplanned Minor Rehabilitation
P — 32002 -Recurring Integration Assistance
P — 32002 -Recurring VFD Repairs
ES - 32002 -Recurring R -CAMP Update
P — 9.3.008 Major Equipment CIP
P — 9.3.009 Site Security Improvements
S/P — 9.3.010
Facility -Level Alternative
Analysis (formerly
known as Relocation Study)
P — 9.3 -Recurring Landscaping
X
X
X
Agua Hedionda Lift Station
P - 31002-1 Minor EI&C Rehabilitation
P — 31002-2 Minor Mechanical Rehabilitation
P — 31002-3 Minor Structural Rehabilitation
P — 31002-4 SCADA Migration
P 31002-5 Site Safety Improvements
P — 31002-6 Replace Spare Grinder
P — 31002 -Recurring Unplanned Minor Rehabilitation
P — 31002 -Recurring Integration Assistance
P — 31002 -Recurring Grinder Rebuild
P — 31002 -Recurring Pump and Motor Rebuild
P — 31002 -Recurring VFD Repairs
P — 31002 -Recurring Coatings and Paintings
ES — 31002 -Recurring R -CAMP Update
S — 9.2.001 Incompatible Metals
P — 9.2.002 Pump Station D/B Improvement
P — 9.2 -Recurring Landscaping
Carlsbad Water Recycling Facility
P — 38002-005 Minor Structural Rehabilitation
X
X
X
X
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FY2023 R -CAMP Report
Project Number Project Name EWA Owners
P - 38002-008 Miscellaneous Service Requests X
P — 38002-010 Minor EI&C Rehabilitation
P — 38002-011
Minor Mechanical Rehabilitation
P — 38002-012 Site Safety Improvements
P — 38002 -Recurring Coatings and Paintings
P — 38002 -Recurring Unplanned Minor Rehabilitation
P — 38002 -Recurring Integration Assistance
P — 38002 -Recurring VFD Repairs
P — 38002 -Recurring GMF Sand
ES — 38002 -Recurring R -CAMP Update
S/P — 9.5.005 EQ Basin Water Quality
S/P - 9.5.008 R0 Rehabilitation
S/P - 9.5.009 MF Rehabilitation
S/P — 9.5.010 GMF Bypass
P 9.5.012
Operations and Administration
Building Roof
and HVAC
P — 9.5.013
S/P - 9.5.014
S/P - 9.5.015
Major Equipment CIP
Access between CWRF and CPS
Clean -In -Place Chemical
Op`imization
S/P — 9.5.016 Facility Level Assessment
P — 9.5 -Recurring Landscaping
X
X
X
X
X
ES.6. PROJECT EVALUATION
Projects in the R -CAMP are evaluated using a set of six evaluation criteria. These evaluation criteria are assigned a criticality factor from 1 to 6, with 1 representing the lowest level of importance and 6 representing the highest. Table ES -2 provides the six evaluation criteria and their assigned criticality factors.
Table ES -2: Evaluation Criteria
Evaluation Criteria Criticality Factor
Safety 6
Regulatory Compliance 5
Reliability 4
Public and EWA Impacts 3
Energy Efficiency 2
Organizational Efficiency 1
Each project is assigned an impact factor across each of the six defined evaluation criteria from 0 to 5, with 0 representing the lowest impact and 5 representing the highest impact. The impact factors provide a relative comparison of each project's ability to satisfy each of the defined evaluation criteria. 09/23/2025
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FY2023 R -CAMP Report
The impact factors assigned to a project for each evaluation criteria are then multiplied by the criticality factor of the evaluation criteria to calculate criteria scores. The six criteria scores are then summed to determine the evaluation score for each project.
ES.7. PROJECT PRIORITIZATION
Projects identified in the R -CAMP include those recommended for implementation in the next six fiscal years as well as other potential future projects. Projects, studies, and professional services recommended for implementation over the next six fiscal years are considered prioritized projects and are identified in Table ES -3 through Table ES -7 along with a brief project description and evaluation score for each. A consequence of deferment for each project and study is also provided in the table based on an impact factor of less than 3. The consequence of deferment represents the area of impact, across the evaluation criteria, where not implementing the project, study, or professional service would have a negative effect.
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CD
Hazen
N
%Jl
Z L I, I, 40 9 abed
BCPS Pro jects - EWA
Proj ect Numbers and Titles
Table ES -3: Overview of BCPS Projects Recomme nded for Implementation for FY2023 - FY2028 FY2023
FY2024
FY2025
FY2026
FY2027
FY2023 R -CAMP Report
FY2028
Total
(FY23 - FY28)
$ 254,500 $ 228,167 $ 238,667 $ 204,667 $ 180,500 $ 202,000 $ 1,308,500 30,.000 $ 30,000 $ 54,000 $ 25,000 $ 25,00 0 $ 25,000 $ 189,000 7,000 $ 7,000 $ 15,000 $ 25,000 $ 25,000 $ 25,000 $ 104;000 $ 36,500 $ 36,500 $ - $ - $ - $ 73,000
58,000 $ - $ - $ - $ - $ - $ 58,090
29 ,000 $ - $ - $ - $ $ $ 29,000
- $ 2,667 $ 2,657 $ 2,667 $ - $ - $ 8,000
49,000 $ 49,000 $ 49,000 $ 49,000 $ 49,0 00 $ 49,000 $ 294,000 28, .000 $ 28,000 $ 28 ,000 $ 28,000 $ 28,000 $ 28 ,000 $ 168,000 6,500 $ 6,500 $ 6,500 $ 6,509 $ 6,500 $ 6 ,500 $ 39,990 16,000 $ 16,000 $ 16 ,000 $ 16,000 $ 16,000 $ 16 ,000 $ 96,090 9,000 $ 9,000 $ 9.,000 $ 9,000 $ 9,000 $ 9,000 $ 54,000 6,000 $ 6,000 $ 6,000 $ 6,000 $ 6,000 $ 6,000 $ 36,000
16,000 $ 16,000 $ 16,000 $ 16,000 $ 16,000 $ 16,000 $ 96,000 - $ 21,500 $ - $ 21,500 $ - $ 21,500 $ 64,500
P-37002-001
P-37002-002
P-37002-003
P-37002-004
P-37002-005
P-37002-006
P-37002 - Re curring
P-37002 - Recu rrin g
P-37002 - Recurring
P-37002 - Recurring
P-37002 - Recurring
P-37002 - Recurring
P-37002 - Recurrin g
P-37002 - Recurring
Miner EI&C Rehabilitati on
Minor Mechanic al Rehabilitation
M inor Structural Rehabilitati on
SCADA Migration
Site Safety I mprovements
Structural Impro ve ment
Grinder Rebuild
Sewage Pu mp Rebu ild
Se wage Pump Mo tor Rebu ild
Integration Assistance
Un planne d Minor Rehabilitation
Coa tin gs an d Paintings
V FD Repairs
R -CAMP Update
BCPS Projects - O wner
1,346,000 $
3,000 $ 34,000 $ 496 ,500 $ 465,500 $ 123 ,000 $ 2,468,000 P-9.4. 004
P-9,4.005
P-9.4.005
P-9.4. 009
S/P-9.4.008
P -9.4M07
P-9.4 - Recurring
Majo r Equipment CIP
Scum and FOG A batement
Site Se cu rity Improv emen ts
Mechanical Modifications (forme rly Modify Discharge Valve Installation) Bypass Study
Civil Improvement
La ndscaping
402,500
402,500
521,000
797,000
$
25 ,000
3,009
$
31,000
31,000
60,000
3,000
3,000
60,000
120,000 $
3,000
3,000 $
805,000
521,000
62,000
797,000
25,000
240,000
18,000
1. Total project co sts are presented to the nearest thousand J::II;,rs.
2. Costs shown in January 2022 dollars.
3. The cost is base d on the assumptio n tha t Mechanical Modifica tio n pro ject is done at the same time as Scum an d FOG Aba tement pro ject, an d there fore, only on e bypass event is requir ed. If these two projects are do ne separ at ely, c ost associated with on e additional byp ass ev ent sh ould he added to Scum and FOG Abatement project.
ES -9
Z L I, I, 40 688 abed
Table ES -4: Overview of RBPS Projects Recommended for implementation for F Y2023 - FY2028 Project Numb ers a nd Titl es
REPS Pro jects - EWA
P-39002-001
P-39002-002
P-39002-003
P-39002-004
P-39002-005
P -39002 -Recurring
P -39002 -Recurring
P -39002 -Recurring
P -39002 -Re curring
P -39002 -Recurring
P -39002 -Recurring
P -39002 -Recurring
ES -39002-000
Minor £1&C Rehabilitation
Mino r Me chanical Rehabilitation
Minor Stru ctural Rehabilitation
SCADA Migration
Site Safety Im provements
Grinde r Rebuild
Se wage Pump Rebuild
Sewage Pump Motor Rebuild
Coatings a nd Pain tings
Unplanned M in o r Rehabilitation
Integration Assistan ce
VFD Repairs
R -CAMP Update
FY2023
FY2024
FY2025
FY2026
FY2027
FY2028
FY2023 R -CAMP Report
T otal
(FY23 - FY28)
$ 177,000 $ 171,500 $ 143,000 $ 163,500 $ 161,000 $ 157,500 $ 973,500 $ - $ 36,000 $ 36,000 $ 10,000 $ 10,000 $ 10,000 $ 102,000 $ - $ 22,000 $ 15,000 $ 15,000 $ 15,000 $ 15 ,000 $ 82 ,000 $ 14,000 $ - $ - $ 25,000 $ 25,000 $ - $ 64,000
$ 58,000 $ - $ - $ - $ - $ 58,000
$ 13,000 $ - $ - $ - $ - $ - $ 13,000
$ 30,000 $ 30,000 $ 30,000 $ 30,000 $ 30,000 $ 30,000 $ 180,000 $ 19,000 $ 19,00C $ 1%000 $ 19,000 $ 19,000 $ 19,000 $ 114,000 $ 6 ,000 $ 6,000 $ 6,000 $ 6,000 $ 6,000 $ 6 ,000 $ 36 ,000 $ 6,000 $ 6,000 $ 6,000 $ 6,000 $ 6,000 $ 6,000 $ 36,000 $ 6,000 $ 6,000 $ 6,000 $ 6,000 $ 25,000 $ 25,000 $ 74,000 $ 16,000 $ 16,000 $ 16 ,000 $ 16,000 $ 16,000 $ 16,000 $ 96,000 $ 9 ,000 $ 9,000 $ 9,0 00 $ 9,000 $ 9,000 $ 9 ,000 $ 54 ,000 $ - $ 21,500 $ - $ 21,500 $ - $ 21,500 $ 64,500
RBPS Projects - Owne r
$ 215,000 $ 383,500 $ 356,500 $
54,500 $
54,500 $
3,000 $ 1,067,000
S/P-9. 1.006
P-9. 1.008
5/P-9.1. 009
P-9. 1.010
P-9. 1.011
P -9.1 -Re curring
Containment Basin Repair
Major Equ ipme nt CIP
Pump Statio n Re silien cy
Scum and FOG Abatement
Site Sec urity Impro ve ments
Landscaping
50 ,000
$
51,500
51,500
162,000
3,000
27,000
162,000
191,500
3,000
$
162,000
191,500
3,000
$
3,000 5:
3,000
$
3,000
50 ,000
103,000
27,000
486,000
383 ,000
18,000
Tr-;' I projec t costs are presented to the nearest thousand dollars.
2. Costs show n inJan uary 2022 do llars.
ES -10
Hazen
W
Cll
n
Z L I, I, 40 068 abed
Project Numb ers a nd Titles
Table ES -5: Overview of BVPS Projects Recomme nded for Implementatio n for F Y2023 - FY2028 FY2023 FY2024
FY2025
FY2026
FY2027
FY2028
FY2023 R -CAMP Report
Total
(FY23 • FY2B)
BVPS Projects - EWA
$ 394,500 $ 296,750 $ 275,250 $ 194,500 $ 198,000 $ 194,500 $ 1,553,500 P-32002-001
P-32002-002
P-32002-003
P-32002-004
P-32002-005
P-32002-006
P -32002 -Recu rring
P -32002 -Recu rring
P -32002 -Recurring
P -32002 -Re curring
P -32002 -Re curring
P -32002 -Recurring
P -32002 -Re curring
ES -32002-000
Minor EI&C Rehabilitati on
Minor Me chanical Rehabilitati on
Minor Structural Rehabilitation
SCADA M igration
Site Safety Improvements
Structural Improve ments
Grin der Rebu ild
Sewage Pump Rebuild
Sewage Pump Motor Rebu ild
Coa tings and Paintin gs
Unplanned Mino r Re habilitation
I ntegratio n Assistance
V10 Repairs
R -CAMP Update
54,000
62,000
58,000
90,000
7,500
49,000
24,500
6,000
6,500
10,000
16,000
11,000
54,000
31,500
63,000
54,000
31,500
63,000
25,000
25,000
25,000
25,000
25,000
25,000
25,000
3,750
49,000
24,500
6,000
6,500
10,000
16,000
11,000
21,500
3,750
49,000
24,500
6,000
6,500
10,000
16,000
11,000
49,000
24,500
6,000
6,500
10,000
16,000
11,000
21,500
49,000
24,500
6,000
6,50D
10,000
16,000
11,000
49,000
24,500
6,000
6,500
10,000
16,000
11, 000
21,500
$ 237,000
$ 138,000
$ 213,000
$ 58,000
$ 90,000
$ 15,000
$ 294,000
$ 147,000
$ 36,000
$ 39,000
$ 60,000
$ 96,000
$ 66,000
$ 64,500
BVPS Projects - Owne r
$ 446,000 $
$
3,000 $ 756,667 $
756,667 $ 7560667 $
3,000 $ Z722,000
SIP -9.3:008
Major Equ ipmen t CIP
753,667 $
753,667 $
753,667
2,261,000
P-9.3. 009
SIP -9. 3. 010
P -9.3 -Re currin g
Site Security Improve men ts $ 193,000 $
Facility -Level Alternative Analysis (formerly known as Relocatio n Stu $ 250,000 $ Landsca ping $ 3,000 $
- $
$
3,000 $
- $
$
3,000 $
193,000
250,000
18,000
L Total pro je ct co sts are presen te d to the nea rest thou sand dolla rs.
2. Costs shown in January 2022 dollars.
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Project Numbers and Titles
Table ES -6: O verview of AH LS Projects Recommended for Implementati on for FY2023 - F Y2028 FY2023
FY2024
FY2025
FY2026
FY2027
FY2028
FY2023 R -CAMP Report
Tot al
{FY23 - FY28)
Al -PS Pro jects - EWA
$ 490,000 $
466,000 $ 306,000 $ 234,000 $ 237 ,500 $ 234,000 $ 1,967,500 P-31002-1
P-31002-2
P-31002-3
P-31002-4
P-31002-5
P-31002-6
P -310O2 -Recur ring
P -31002 -Recur ring
P -31002 -Re curring
P -31002 -Recurring
P -31002 -Recu rring
P -31002 -Recu rring
ES -31002-000
Mino r EI&C Rehabilitati on
Mino r Mechanical Rehabilitatio n
Mino r Structural Rehabilitati on
SCADA Migratfa n
Site Safety Improv ements
Replac e Spare Grinder
Unplann ed Mino r Rehabilitation
Integratio n Assistan ce
Grinder Rebuild
Pump and Motor Rebuild
VFD Repairs
Coatings a nd Paintin gs
RA MP Update
27 ,500
59 ,500
60 ,000
66,500
80 ,000
15 ,00 0
25,000
80,000
60,000
10,000
6 ,500
94,500
27,500
59,500
66,500
15,000
25,000
80,000
60,000
10,000
6,500
21,500
94,500
15,000
$ 10,000
$ 15,000
10,000
15,000
25,000
10,000
15,010
15,000
25,000
80,000
60 ,000
10,000
6,500
15,000
16,000
80,000
60,000
10,000
6,500
21,500
15,000
16,000
80,000
60,000
10,000
6,500
15,000
16,000
80,000
60,000
10,000
6,500
21,500
$ 219,000
$ 115,000
$ 144,000
$ 60,000
$ 133,000
$ 80,000
$ 9 ,000
$ 123,000
$ 480,000
$ 360 ,000
$ 60,000
$ 39,000
$ 64,500
AIIPS Pro jects- Own er
$ 3,005,000 $ 3,005,000 $
30,000 $
5 000 $
5000 $
5,000 $ 6,055,000
S-9.2.001
P-9.2. 002
P -9.2 -Recurring
Incompatible Me tals
Pump Statio n D/B Improv eme nt
Lan dscaping
$
25,000
S
3,000,000
5 ,000
$
3 ,000,000
5,000
5,000
5,000
5,000
$ 25,000
$ 6,000,000
$ 30,000
1. Total project co sts are prese nted to the nearestthausand dollars.
2. Costs shown in January 2022 dollars.
3. Pump Sta tion ID/B Improv ement is alrea dy budgeted fo r P-0.2.002 pro ject and it starts in April 2022.
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Project Numbers and Titles
Table ES -7: Overview of CWRF Projects Recomme nded for Implementatio n for FY2023 - FY2028 FY2023
FY2024
FY2025
FY2026
FY2027
FY2028
FY2023 R -CAMP Report
Total
(FY23 - FY28)
CWRF Projects - EWA
$ 369,833 $
416,500 $ 389,500 $ 374,167 $ 162,500 $ 219,500 $ 1 ,932,000 P-38002-005
P-38002-008
P-38002-010
P-38002-011
P-38002-012
P -38002 -Re curring
P -38002 -Recurring
P -38002 -Recurring
P -38002 -Recurring
P -38002 -Recurring
ES -38002-000,
Minor Structural Rehabilitation
Miscellaneous Service R equests
Minor EI&C Rehabilitation
Mino r Mec hanical R eh abilitation
Site Safety Improvements
Co atings a nd Pa in tings
Unplanned Minor Rehabilitation
Integration Assistance
VFD Repairs
GMF Sand
R -CAMP Update
35,000
13,000
87,333
168,000
11,009
14,009
20,000
21,500
S
S
S
S
S
$
S
13,000
87,333
222,667
11,000
14,000
20,000
21,500
27,000
S
S
S
S
$
$
$
$
$
13,000
87,333
222,667
25,000
13,000
20,000
222,667
$
$
$
25,000
25,000
35,000
25,000
25,000
35,000
11,000
14,000
20,000
21,509
11,000
14,000
20,000
21,500
11,000
25,000
20,000
21,500
27,000
11,000
25,000
20,000
21,500
30,000
27,000
60,000
102,000
332,000
738,000
168,000
66,000
106,000
120,000
129,000
30,000
81,000
CWRF Pro jects - Owner
.$
533,000 $
57,000 $ 505,000 $ 1,505,000 $
60,000 $
32,000 $ 2,692,000
S/P-9.5.008
5/P-9.5. 009
S/P-9.5.010
SIP - 9.5.015
P - 9.5.0 12
P - 9.5.013
3/P - 9.5. 016
SIP - 9.5.014
P-9.5 - Recurring
Equalization Ba sin Water Quality
RC Rehabilitation
MF Rehabilitation
GMF Bypass
C le an -In -Place Chemical O ptimiza tion
O pera tion s and Administration Bu ilding Roo f and HV AC Majo r Equipment CI P
Facility Level Assessment
Access be twee n CWRF and CPS
Landscaping
$
S
$
S
$
428,000
100,000
5,000
S
S
$
$
S
28,000
28 ,000
27,000
27,000
27,000
27,000
500,000
1,500,000
25,000
5,000
5,060
5,000
5,00D
5 ,000
27,000
27,000
428,000
2,000,000
100,000
25,000
30,000
1. Total proje ct cosy are presented to the nearest thousand coils; c.
2. Costs shown in January 2022 dollars.
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ES.8. RECOMMENDED PROJECT IMPLEMENTATION SCHEDULE AND
COST SUMMARY
The recommended project implementation schedule is based upon the project evaluation process and prioritized projects for projects in this R -CAMP. The capital acquisition budgets for EWA and recommended CIP projects for Owner projects over the next six years, FY2023 through FY2028, are summarized in Table ES -8. The R -CAMP identifies future expenditures for those capital acquisition budgets for maintenance projects and conceptually identifies EWA staff recommendations for capital improvement projects (CIP), which the respective facility Owner can then incorporate into their CIP for the facilities, including Owner's review of capacity and upgrades.
In addition, subsequent R-CAMPs will monitor and re-evaluate projects in and beyond the six -year implementation schedule provided in this R -CAMP. Owners should incorporate R -CAMP recommendations for CIP, as well as Owner's review of capacity and upgrades, and routinely review with their respective budget cycles. Common themes of these projects that should continue to be evaluated and considered include:
1. Rehabilitation and replacement of aging infrastructure
2. Facility expansion and coordination with Owner master planning efforts
3. Improvements to reduce impacts to the public and EWA (such as sound, appearance, and traffic)
4. Efficiency optimization
5. Future regulatory and industry trends
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Table ES -8: Over view of Recomme nded Impleme ntati on Schedule for Prioritized Projects (FY2023 - FY2028) Remote Facilities
FY2023 F Y2024
■
FY2025 1.17;2026
FY2027
F Y2028 Total FY2023-2028
EWA Owner EWA Owner EWA Owner EWA Owner EWA Owner EWA Ow ner EWA Ow ner Bu ena Cre ek Pump Statio n $ 254,500 $ 1,346,000 $ 228,000 $ 3,000 $ 238,000 $34,000 $205,000 $496,500 $180,500 $465,500 $202,000 $123,000 $1,308,500 $2,468,000 R aceway Basin Pump Statio n
$ 177,000 $ 215,000 $ 171,500 $ 383,500 $ 143,000 $ 356,500 $ 163,500 $ 54,500 $ 161,000 $ 54,500 $ 157,500 $ 3,000 $ 973,500 $ 1,067,000 Buena Vista Pump Station $ 394,500 $ 446,000 $ 296,800 $ 3,000 $ 275,200 $ 756,700 $ 194,500 $ 756,700 $ 198,000 $ 756,000 $ 194,500 $ 3,000 $1,553,500 $ 2,722,000 Ague H edionda Lift Station $ 490,000 $ 3,005,000 $ 466,000 $ 3,005,000 $ 306,000 $ 30,000 $ 234,000 $ 5,000 $ 237,500 $ 5,000 $ 234,000 $ 5,000 $1,967,500 $ 6,055,000 Carlsbad Water Recycling Facility $ 396,900 $ 533,000 $ 416,500 $ 57,000 $ 389,500 $ 505,000 $ 374,500 $ 1,505,000 $ 162,500 $ 60,000 $ 219,500 $ 32,000 $1,932,000 $ 2,692,000 Total $ 1,712,900 $ 5,545,000 $ 1,579,500 $ 3,451,500 $ 1,352,500 $ 1,681,500 $ 1,171,500 $ 2,817,000 $ 939,500 $ 1,341,000 $ 1,007,500 $ 166,000 $7,735,500 $ 15,002,000 ES -15
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1. INTRODUCTION
FY2023 R -CAMP Report
Encina Wastewater Authority (EWA) is a public joint powers authority located in Carlsbad, California, that provides wastewater treatment services to approximately 400,000 North San Diego County residents and industrial customers. EWA is comprised of six member agencies consisting of the City of Carlsbad, City of Vista, City of Encinitas, Buena Sanitation District, Leucadia Wastewater District, and Vallecitos Water District.
1.1 BACKGROUND
EWA was formed to operate and administer the Encina Water Pollution Control Facility (EWPCF), which is a secondary conventional activated sludge treatment facility, to treat wastewater from the six member agencies. Wastewater is conveyed to the EWPCF by several pump stations throughout the service area. EWA contract operates and maintains four pump stations and one wastewater treatment plant producing Title 22 disinfected tertiary recycled water.
Facilities include: Buena Vista Pump Station (BVPS), Raceway Basin Pump Station (RBPS), Buena Creek Pump Station (BCPS), and Agua Hedionda Lift Station (AHLS), as well as the Carlsbad Water Recycling Facility (CWRF). Up to 7 MGD of secondary effluent from the EWPCF may be pumped to the Carlsbad Water Recycling Facility (CWRF) for additional treatment to produce Title 22 disinfected tertiary recycled water for use in the Carlsbad Municipal Water District (CMWD) service area. The BCPS, RBPS, BVPS, AHLS, and CWRF are facilities that are owned by Carlsbad and/or Vista, and are operated and maintained by EWA. These facilities are designated as "remote facilities" as they are not located at the EWPCF.
Site addresses and a brief description of each remote facility are provided below:
• Buena Creek Pump Station: 2080 South Melrose Dr, Vista, CA 92081 • Raceway Basin Pump Station: 2685 South Melrose Dr, Vista, CA 92081 • Buena Vista Pump Station: 2140 Jefferson St, Carlsbad, CA 92008 • Agua Hedionda Lift Station: Carlsbad Energy Center, 4720 Avenida Encinas, Carlsbad, CA 92009
• Carlsbad Water Recycling Facility: 6220 Avenida Encinas, Carlsbad, CA 92011
1.1.1. Buena Creek Pump Station
The BCPS is owned by the Buena Sanitation District (BSD) and was constructed in 2002. This wastewater pump station is located in the Shadowridge community of the City of Vista. The pump station conveys wastewater to the EWPCF. BCPS can be configured to also convey 1.16 MG to the Buena Yard (formerly known as the Shadowridge Reclamation Plant) for emergency storage capacity, which is currently not in service. An overview of facility components is provided in Table 1-1.
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Table 1-1: Buena Creek Pump Station Profile
Parameter Value
FY2023 R -CAMP Report
Design Capacity 8.8 mgd
Average Daily Flow (2021) 2.083 mgd
Number and Capacity of Pumps 5 centrifugal pumps @ 4,500 gpm each Pump Drives VFD driven, 125 hp each,
Generator, Fuel
On -Site Storage
One standby generator, 24 -hr fuel tank (400 gallons)
95,000 gallons of emergency storage onsite with
approximately 176,000 gallons of storage in adjacent earthen basin
1.1.2. Raceway Basin Pump Station
The RBPS is owned by the City of Vista and was replaced in 2007. The pump station conveys raw wastewater through the City of Vista's force main to the EWPCF. An overview of facility components is provided in Table 1-2.
Table 1-2: Raceway Basin Pump Station Profile
Parameter Value
Design Capacity 1.9 mgd
Average Daily Flow (2021) 0.333 mgd
Number and Capacity of Pumps 3 submersible pumps @ 1,350 gpm each Pump Drives VFD driven, 75 hp each, 1,800 rpm max
Generator, Fuel
On -Site Storage
One standby generator, 24 -hr fuel tank (800 gallons)
156,000 gallons of emergency storage
1.1.3. Buena Vista. Pump Station
The BVPS is owned by the City of Vista (89.6%) and the City of Carlsbad (10.4%). The BVPS conveys flow to the EWPCF, and the pumps and piping were rebuilt in 1994. The pump station is located adjacent to the Buena Vista Lagoon at the intersection of Jefferson Street and Lagoon View Drive. The site is configured to provide emergency storage in and around the pump station. An overview of facility components is provided in Table 1-3. 09/23/2025
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Table 1-3: Buena Vista Pump Station Profile
Parameter Value
FY2023 R -CAMP Report
Design Capacity 23.1 mgd
Average Daily Flow (2021) 6.601 mgd
Number and Capacity of Pumps 4 vertical dry pit pumps @ 6,000 gpm each Pumn Drives VFD driven, 300 hp each
Two standby generators, 24 -hr fuel tank (500 gallons per engine)
1,000,000 gallons of emergency storage
Generator, Fuel
On -Site Storage
Pum i Station Characteristics Dual force mains
1.1.4. Agua Hedionda Lift Station
The AHLS is owned by the City of Vista (69.1%) and the City of Carlsbad (30.9%). AHLS began operation in October 2019 with 50% of its pumping capacity and the site is currently under construction to complete construction and demolish the old station. The lift station includes two sets of pumps sharing the same wet well to convey flow to the EWPCF and nearby gravity sewer.
The AHLS is located adjacent to the Agua Hedionda Lagoon, north of the Claude "Bud" Lewis Carlsbad Desalination Plant. An overview of facility components is provided in Table 1-4.
Table 1-4: Agua Hedionda Lift Station Profile
Parameter Value
Design Capacity 33 mgd
Average Daily Flow (2021) 8.860 mgd
Number and Capacity of Pumps
Pump Drives
Generator, Fuel
On -Site Storage
Pump Station Characteristics
Lift Station: 4 dry -pit pumps @ 4,861 gpm each
Force Main: 4 dry -pit pumps @ 3,646 gpm each
Lift Station: VFD driven, 50 hp each, 710 rpm
Force Main: VFD driven, 60 hp each, 1,190 rpm
One standby generator, 24 -hr fuel tank (1,000 gallons) None
Lift pumps discharge to gravity sewer, Force Main pumps discharge to 36" force main which breaks to gravity south of Cannon Rd into a 54" sewer to EWPCF.
1.1.5. Carlsbad Water Recycling Facility
The CWRF is owned by the Carlsbad Municipal Water District (CMWD), a district of the City of Carlsbad, and was constructed in 2005 and was most recently expanded in 2016. The Plant is located immediately to the south of the EWPCF. The rated capacity of the CWRF is 7 mgd. The CWRF treatment process includes granular media filters (GMF), microfiltration (MF), reverse osmosis (RO), ultrafiltration (UF), and disinfection through dosage of sodium hypochlorite. The MF and RO systems are not currently in service. The Equalization Basin at the CWRF is owned by EWA and provides a total of 8 million gallons of storage capacity through two compartments.
The west compartment is used primarily for recycled water but can be used for secondary 09/23/2025
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equalization in wet season, and the east compartment is intended for secondary equalization with the option to use it for recycled water during dry season if secondary equalization is not required.
The Plant began producing Title 22 recycled water in November 2005. During the first full year of operation, CMWD distributed 165 million gallons (512 acre-feet) of recycled water from the CWRF for use throughout the City of Carlsbad. From January 2021 to December 2021, the CMWD distributed 739.27 million gallons (1,881 acre-feet).
1.2 PURPOSE
EWA aims to maintain reliable and cost-effective resilient service by implementing proactive asset management approaches. In addition, EWA's objective is to invest appropriately to fully fund the cost of service, including capital improvements by establishing a well-grounded Asset Management Planning Services. The Remote Comprehensive Asset Management Plan (R -CAMP) serves as a primary planning tool utilized to cost effectively manage assets by planning, prioritizing, and scheduling condition assessments efforts and asset rehabilitation and replacement (R&R) for facilities operated by EWA, including the BCPS, RBPS, BVPS, AHLS, and CWRF.
The R -CAMP serves as a planning tool used to cost effectively manage remote assets. The Owners have invested significant resources in the remote facilities, and EWA places a high importance on preserving asset reliability of the remote facilities while protecting the health and safety of its workers and the public. The focus of the majority of the projects identified in the R -CAMP are safety, regulatory compliance, reliability, public and EWA impacts, energy or organizational related.
The purpose of the R -CAMP is to provide a comprehensive and reliable planning tool to successfully address infrastructure needs and challenges. The R -CAMP and related documentation has been developed to provide an updated assessment for major equipment and facilities. This allows EWA and Owners to plan ongoing assessment and replacement of assets while considering future expansion of the facilities. Capital assets related to EWA's EWPCF are not evaluated in this R -CAMP as those are provided in the E -CAMP.
The R -CAMP provides a project implementation schedule and cost summary for the next six fiscal years (FY) (FY2023 through FY2028). While the R -CAMP is independent of the budgeting process, the information is leveraged during the budgeting process as well as providing direction for EWA and Owners staff. The MOU between Owners and EWA as operators and maintainers requires EWA to develop the capital acquisition budget for each facility, as well as make recommendations for larger projects for Owners to incorporate into their CIPs.
The R -CAMP identifies future expenditures for those capital acquisition budgets for maintenance projects and conceptually identifies EWA staff recommendations for capital improvement projects (CIP), which the respective facility Owner can then incorporate into their CIP for the facilities, including Owner's review of capacity and upgrades. The R -CAMP then functions as a communication tool for the proposed improvements to the Owners, their representatives, and EWA staff. Ultimately, the EWA Board of Directors, including the Owners' Board Members, considers 09/23/2025
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the approval of the EWA staff recommendations for capital acquisitions at the remote facilities, while the Owners teams review and develop the CIF' for each of the remote facilities. 09/23/2025
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2. REMOTE COMPREHENSIVE ASEET MANAGEMENT PLAN
PROCESS
This section outlines EWA's approach and basic framework behind the R -CAMP process, which parallels the E -CAMP process. The R -CAMP process incorporates project identification based on asset inventory and ongoing condition assessments. The R -CAMP helps establish capital rehabilitation project planning with consideration given to anticipated changes in regulatory compliance, cost -saving opportunities, available funding, and ongoing operations and maintenance (O&M) requirements.
2.1. PROCESS
The R -CAMP process includes five primary task elements which are as follows:
• Task Element 1— Project Identification and Grouping
• Task Element 2 — Project Evaluation
• Task Element 3 — Project Cost Estimating
• Task Element 4 — Project Prioritization
• Task Element 5 — Implementation Schedule
A flow diagram of the EWA CIP development, including the R -CAMP process and Asset Management process, is provided as Figure 2-1. The following subsections provide detail on the five R -CAMP process task elements listed above. As part of the R -CAMP process, projects are assigned to either EWA or Owners. Smaller maintenance projects are generally assigned to EWA, and larger capital projects are generally assigned to Owners, since there are some efforts that may be better suited to a particular lead agency. EWA and the Owners may use this information when developing their FY budgets.
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PROJECT
PRIORITIZATION
AND RANKING
Imple mentation
Schedule
C) R -CAMP
u' UPDATE II
pi23
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R -CAMP Pr ocess
CMMS Pl anned Asset Repl acement
Condition Assessment
New Pr oje cts;
Pr eviously Id entified Projects ,
Ft - CAMP
Update
Every 2 Years
f iliP oj® t Identifi c ton . v u
�`�le`1 �6r�d
FY2023 R -CAMP Report
ASSET MANAGEMENT PROCESS
Asset -Level Condition and
Perform ance Asse ssme nt
Asset -Level Probability of Failure
Continuous
Asset -L evel Cons equ en ce of Failur e Impro vement
(Criticality/Imp act) Update Cycle
Dashboards to
Automate Update
of Risk S cores
r� jpfs' rat the Asgff
r
rI`jBurAssets into Projects
Figure 2-1: Project Developme nt Process
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FY2023 R -CAMP Report
2.1.1. Project Identification and Grouping
The first step of the R -CAMP process is identification and grouping of projects. Projects that are included in the R -CAMP are identified through a number of means including EWA's Computerized Maintenance Management System (CMMS), condition assessments, probability of failure, risk, the previous R -CAMP, EWA or Owners staff, studies, reports, other engineering services performed for EWA or the Owners, regulatory environment, and industry trends. The identified projects are reviewed and discussed with EWA and Owners staff regarding their inclusion in the R -CAMP. This section will discuss the methods that are used to identify the proj ects.
2.1.2. Computerized Maintenance Management System
EWA manages its assets through the CMMS eMaint by Fluke. The CMMS tracks assets for preventative maintenance activities which generally repair or upgrade minor assets as well as major assets that are replaced or upgraded through capital projects. When the CMMS identifies an asset that is within approximately five years of the end of its nominal service life, a condition assessment will be triggered.
EWA has recently incorporated asset management calculations such as remaining useful life analysis, risk assessment and cost estimating within eMaint to streamline the projection of R&R based on the existing condition and other asset data. The work order process has also been updated to allow operations and maintenance staff to submit a condition score for the assets as they close the work orders. This allows EWA to make renewal decisions based on the latest condition of the assets rather than their age.
2.1.3. Condition Assessments
Condition assessments are a key component of a strong asset management program and provide a solid basis for future decision making by providing up-to-date information that is used to confirm the concerns that have been raised and identify new concerns and risks. Decisions leading to the R&R of assets rely on a clear understanding of the condition of its infrastructure and how it is performing. Poor or missing asset condition information could result in the inability to identify a potential failure of an asset which can have consequences that constitute a business risk or potential loss. This would leave limited options which could require the asset to be replaced reactively instead of proactively, usually the more expensive option. By conducting regular comprehensive condition assessments and monitoring asset performance, rehabilitation strategies can be defined, and replacement schedules determined that can result in the lowest net -life capital and O&M costs.
This exercise allows EWA to better understand the remaining useful life of the assets, plan ongoing assessment efforts, update maintenance schedules, updating total asset management costs and funding needs, and more effectively manage assets. Capital expenditures can be prioritized by ranking asset replacement to maintain and replace the assets which maximizes the service life at the lowest overall cost.
Hazen performed condition assessment on BCPS, RBPS and BVPS in May 2021 followed by observations during the site walk performed in October 2021. A condition assessment documents 09/23/2025
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the current condition of the asset(s) being assessed and recommends one of the following when it is completed:
1. For assets with remaining useful life, the assessed service life can be extended assuming a cost-effective level of maintenance. The CMMS will be updated to reflect the new assessed service life.
2. For assets with a near -term end of useful life, a project is identified to replace or rehabilitate the asset. After the asset is replaced or rehabilitated, the CMMS will be updated to reflect the new asset information.
3. For assets with condition score of Poor and Fair, a project is identified to perform a proper R&R action. Depending on the type of action (replacement or repair), the CMMS will be updated to reflect the new asset information including condition score.
2.1.4. Previous Remote Comprehenisive Asset Management Plan The previous R -CAMP (2021) was used as another source to identify projects to include in the R - CAMP currently being prepared. The previous R -CAMP includes a comprehensive list of projects and recommendations that were formerly identified for the remote facilities. This list, the outcome of subsequent budgeting cycles, and EWA input are used to identify which previous R -CAMP projects should be included. The following summarizes which projects from the previous R -CAMP are either included or not included in the current R -CAMP:
Included
1. Projects that were not selected for implementation in either the previous R -CAMP or through the budgeting process.
2. Projects that were selected for implementation in the previous R -CAMP but were only partially funded or were not completed or funded as recommended based on the budgeting process.
Not Included
1. Projects that were selected for implementation in the previous R -CAMP and were completed or funded as recommended based on the budgeting process.
2. Projects that were previously identified or recommended but not selected through the budgeting process that have since been classified as projects that should not be included. A project may be chosen to not be included for reasons such as the project may not meet cost/benefit requirements, or it has been determined it does not need to be completed.
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2.1.5. Other Project Sources
In addition to the previous R -CAMP, CMMS, and recent condition assessments, other sources of information are sought, reviewed and evaluated for inclusion in the FY2023 R -CAMP. Projects to be included in the R -CAMP may be identified from the following:
1. EWA and Owners Staff — Staff observations of the operational performance and condition of an asset may trigger a Level 1 (Visual) condition assessment to be completed in advance of the CMMS triggering a condition assessment, which could result in the identification of a project. Additionally, EWA and Owners staff are encouraged to provide input on potential process improvements that might require new assets.
2. Studies and Reports — Studies and reports are routinely completed including conceptual studies, special studies, and master plans. These studies and reports may recommend projects to be completed which could be incorporated into the R -CAMP including:
• Outstanding projects identified in FY2021 R -CAMP
• Fats, Oils, and Grease Mitigation Recommendation Technical Memorandum (2021)
• SCADA Migration Design Concept (2021)
• Carlsbad Recycled Water Quality (2020)
3. Engineering Services — Professional engineering services are provided to EWA and the Owners on an ongoing basis. Through these services, projects may be identified which could be incorporated into the R -CAMP.
4. Regulatory Environment — Changes to regulations or legislation may impact operations at the remote facilities. Based on these changes, projects may be identified which could be incorporated into the R -CAMP.
5. Industry Trends — Trends within the wastewater and water industry such as climate change, water reuse, and technology, may impact operations at the remote facilities. Projects may be identified based on these trends which could be incorporated into the R -CAMP.
2.1.6. Project Reference List
This R -CAMP includes projects for BCPS, RBPS, BVPS, and CWRF based on the Kennedy Jenks. (2020), FY2021 Remote Comprehensive Asset Management Plan (R -CAMP) technical report and the new defined projects for AHLS that was under construction previously.
2.1.7. Project Grouping
Grouping of R -CAMP projects occurs after all projects to be included in the R -CAMP have been identified. Where practical, projects may be grouped into a single project to increase economic efficiency and reduce costs. Projects can be grouped together based on several considerations including proximity of project locations, type of work, or priority of the projects to increase economic efficiency and reduce costs. After project grouping is completed, a final list of projects 09/23/2025
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to be included in the R -CAMP is established. Each individual item in a project can be identified based on the source of information used (Staff, Condition Assessment, etc.) to include that item for R -CAMP projects. After the final list of R -CAMP projects is established, EWA and the Owners work together to assign each project to the responsibility of EWA or the Owners. Smaller maintenance projects are assigned to EWA and larger capital projects are assigned to Owners.
2.1.8. Project Numbering
Projects are given unique numbers for identification purposes. Condition assessments, studies, updates, engineering services and other services are also numbered in accordance with the project numbering system. The numbering system for projects assigned to EWA is different than the numbering system for projects assigned to Owners. The numbering system for EWA projects consists of three segments as described below and depicted in Figure 2-2 using P-38002-001 as an example while the numbering system for Owners projects consists of four segments as described below and depicted in Figure 2-3 using P-9.5.005 as an example. A summary of the project numbering system breakdown structure for Owners projects and how it relates to projects identified in the E -CAMP and R -CAMP is presented in Table 2-1.
EWA Projects
P-38002-001
Third Segment
Second Segment
First Segment
Figure 2-2: Mobile Collection Tools and Condition Scoring Guide • The first segment is an alpha reference representing the phase of the improvement. In the example, the letter "P" designates that it is a capital construction or planned maintenance project. Other alpha abbreviations include: CA — Condition Assessment, S — Study, ES — Engineering Services, and OS — Other Services.
• The second segment (38002) is a five -digit number associated with the EWA organization number for the remote facility. Numbers include 31002 — Agua Hedionda Lift Station, 32002- Buena Vista Pump Station, 37002 — Buena Creek Pump Station, 38002 — Carlsbad Water Recycling Facility, and 39002 — Raceway Basin Pump Station. • The third segment is a three -digit number associated with each specific project. This number increases sequentially as projects are identified. Recurring projects are not given a unique number and are shown as -Recurring.
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Owners Projects
P-9.5.005
Fourth Segment
Third Segment
Second Segment
First Segment
FY2023 R -CAMP Report
Figure 2-3: Mobile Collection Tools and Condition Scoring Guide • The Owner project numbering system is reflective of the numbering system used for the previous R -CAMP.
• The first segment is an alpha reference representing the phase of the improvement. In the example, the letter "P" designates that it is a capital construction or planned maintenance project. Other alpha abbreviations include: CA — Condition Assessment, S — Study, ES — Engineering Services, and OS — Other Services.
• The second segment is a one -digit number (9) which corresponds to an EWA remote facility.
• The third segment is a one -digit number (5) which corresponds to the CWRF in this example.
• The fourth segment is a three -digit number associated with each specific project. This number increases sequentially as projects are identified.
Table 2-1: Project Numbering System
Owner Projects Guideline
P-2 Outfall (refer to the E -CAMP)
P-3 Solids Process (refer to theE-CAMP)
P-4 Energy Management (refer to the E -CAMP)
P-5 General (refer to the E -CAMP)
P-6 Technology (refer to the E -CAMP)
P-7 Reserved (refer to the E -CAMP)
P-8 Professional Services (refer to the E -CAMP)
P-9
Remote Facility
Improvements
P-9.1
P-39002
P-9.2
P-31002
P-9.3
P-32002
Raceway Basin Pump Station
(Owner)
Raceway Basin Pump Station (EWA)
Agua Hedionda Lift Station
(Owner)
Agua Hedionda Lift Station (EWA)
Buena Vista Pump Station
(Owner)
Buena Vista Pump Station (EWA)
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Owner Projects Guideline
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P-9.4
P-37002
P-9.5
P-38002
P-9.6
Buena Creek Pump Station
(Owner)
Buena Creek Pump Station (EWA)
Carlsbad Water Recycling Facility
(Owner)
Carlsbad Water Recycling Facility
(EWA)
Reserved
P-9.7 Reserved
P-9.8 Remote Facilities — General Pro`ects
P-9.9 Professional Services
2.1.9. Project Evaluation
After the final list of projects to be included in the R -CAMP is established, each project is individually evaluated by EWA and Owners staff using a set of six evaluation criteria: safety, regulatory compliance, reliability, impacts to the public and EWA, energy efficiency, and organizational efficiency. These evaluation criteria are assigned a criticality factor that represents the level of importance of each across all the projects. The criticality factors stay with their corresponding evaluation criteria throughout the project evaluation process.
Each project is assigned an impact factor across each of the evaluation criteria which provides a relative comparison of each project's ability to satisfy each of the criteria. The impact factors assigned to a project for each evaluation criteria are multiplied by the criticality factor of each evaluation criteria to develop criteria scores. The sum of these six criteria scores is the evaluation score for each project. The criteria score calculation is illustrated below, and the project evaluation process is discussed in further detail in Section 6 of this R -CAMP.
Criteria Score = Criticality Factor x Impact Factor
2.1.10. Project Cost Estimating
Project cost estimates are developed for the final list of projects included in the R -CAMP. The estimates were reviewed by EWA and Owners staff for incorporation into the R -CAMP. The project cost estimates included in the R -CAMP include construction, condition assessment, study, design, engineering during construction, and construction management costs. These costs allow for current and future budgetary planning as part of the CIP.
R -CAMP projects have varying levels of detail and some are more defined than others. Generally, the cost estimates are Class 4 planning level costs with a level of accuracy commensurate with levels developed by the Association for the Advancement of Cost Engineering (AACE) International which is provided in Table 2-2. As individual projects move advance with scope definition and design, the cost estimates should correspondingly be revised. 09/23/2025
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Table 2-2: Cost Estimate Classification Matrix for Process Industries Primary Characteristic Secondary Characteristic
Maturity Level of Project End Usage
Estimate Definition Deliverables
Class Expressed as % of Typical purpose
complete definition of estimate
Methodology
Typical estimating method
Expected Accuracy
Range
Typical variation in
low and high ranges
Class 5 0% to 2%
Class 4 1% to 15%
Concept
Screening
Study of
feasibility
Capacity factored,
parametric models,
:udgment, or analogy
L: -20% to -50%
H: +30% to +100%
Equipment factored or L: -15% to -30%
3arametric models H: +20% to +50%
Budget Semi -detailed unit costs
Class 3 10% to 40% authorization or with assembly level line control items
L: -10% to -20%
H: +10% to +30%
Class 2 30% to 75%
Control or Detailed unit cost with L: -5% to -15%
bid/tender forced detailed take -off H: +5% to +20%
Class 1 65% to 100%
Check estimate
or bid/tender
Detailed unit cost with
detailed take -off
L: -3% to -10%
H: +3% to +15%
Source: AACE International Recommended Practices 18R-97 Project costs estimates are developed through the following means:
1. Cost estimates for projects that were previously prepared outside of the R -CAMP, such as in studies, reports, or condition assessments, are incorporated into this R -CAMP.
2. Cost estimates for projects that were previously prepared as part of EWA's previous budgeting process are incorporated into the R -CAMP.
3. Cost estimates for projects that were previously prepared as part of previous R -CAMP are incorporated into this R -CAMP.
4. Cost estimates of projects and items within the projects not previously developed are prepared and incorporated into the R -CAMP.
For cost estimates that were previously prepared, the Inflation Factor was applied to the previously prepared cost estimates. Cost estimates for this R -CAMP were updated to January 2022 (CCI 12996.09).
The baseline percentages for estimating construction costs are provided in Table 2-3. These percentages may be adjusted, at the discretion of the engineer/cost estimator, for each project if there is a greater amount of information known and detail available to better define the project.
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Table 2-3: Construction Cost Baseline Percentages
Description Percentage
Contractor Overhead and Profit 27%
Shipping Rate 40% of the total is shipped at 15%
Sales Tax 50% of the total is taxed at 7.75%
Project Contingency 40%
Allowance amounts for additional project phase costs for condition assessments, studies, design, engineering during construction, construction management, and electrical, instrumentation and control (EI&C) are included in the cost estimates based upon percentages of construction costs.
The baseline rates for estimating these project phase costs are provided in Table 2-4. These rates may be adjusted, or minimum costs may be used, at the discretion of the engineer/cost estimator, for each project. These rates may also be adjusted if a previous cost estimate for the project was developed. As detailed scoping of projects is defined and design level phases progress, these percentages should be revisited to review applicability of each cost and percentage.
Table 2-4: Project Phase Costs Baseline Rates
Project Phase
Rate Contingency
Condition Assessment
1.5% 20%
Conceptual Study
2.5% 20%
Design
8.0% 15%
Engineering During Construction 4.5% 15%
Construction Management
5.5% 20%
EI&C — Design 0 — 5%
EI&C — Construction 0 — 5%
A Basis of Estimate (BOE) which provides additional costing assumptions and stipulations not summarized in this project cost estimating section is included as Appendix C. Cost estimates for the projects included in this R -CAMP are provided in Appendix D. Notes are included for each cost estimate providing additional information such as the source of the cost estimate and adjustments made in the percentages or rates.
EWA and Owners should implement sound project bidding practices to control project costs including pre -purchasing major assets to eliminate contractor mark-up, bid projects at a time of the year when the bidding climate is favorable, and design and bid similar projects together.
2.1.11. Project Prioritization
All projects identified in the R -CAMP are then prioritized by considering the evaluation scoring results and estimated costs. The scoring results directly relate to the impact that a project would have to EWA and Owners (a project with a higher score would have a higher impact). Through this comparison projects may be assigned to one of four categories: (1) low cost and high impact, 09/23/2025
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(2) high cost and high impact, (3) low cost and low impact, and (4) high cost and low impact. The benefit of this approach is that it allows EWA and Owners to better identify both cost and impact when prioritizing projects. The project prioritization process is discussed in further detail in Section 6 of this R -CAMP.
2.1.12. Implementation Schedule
The project prioritization process described above provides EWA and Owners with informed condition and cost data to select which projects to schedule for implementation over the next six fiscal years (through FY2028). A recommended implementation schedule is provided in Section
7. Projects that are not selected for implementation over the next six fiscal years are not scheduled or cash flowed in the R -CAMP. The implementation schedule is discussed in further detail in Section 7 of this R -CAMP.
2.1.13. Frequency of R -CAMP
The R -CAMP has historically been completed every two years. Vista has expressed some interest in reducing the frequency of R -CAMP updates. The Owners can decide to modify the frequency, but EWA recommends continuing the current frequency for the stations that are undergoing substantial improvements in the next few years so that EWA and Owners can adjust budgets as necessary. Both BVPS and AHLS are good examples of pump stations with significant improvements within the next few years and potentially a relocation for BVPS within the next 5- 10 years. It is recommended that R -CAMP to be updated every 2 years until the major renewals and improvements are implemented and then the frequency to be arranged based on the progression and dependency of the defined projects for each individual facility. Given that many projects initiate with preliminary study, it is important to communicate the progression on the identified tasks followed by recommendations and potential needs of the project. This is particularly important for the facilities that are undergoing major changes based on the R -CAMP assessments (i.e., BVPS relocation feasibility).
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3. CONDITION ASSESSMENT SUMMARY
FY2023 R -CAMP Report
The benefit to a utility of a quantitative condition assessment is to better estimate both the estimated timing of asset failure and the impact such a failure would have on broader operations.
This allows EWA to develop more informed asset management plans and capital budget prioritization processes. While the age of an asset is an important consideration, the likelihood of an asset failing is mostly dependent upon the condition of the asset. As the condition of an asset deteriorates, the likelihood of failure increases. Ultimately, the goal of any condition assessment protocol is to acquire a more accurate knowledge of the timing of an asset failure. Having more confidence in determining asset failures and renewal needs will lead to more efficient and effective use of resources, and funds. Combination of field condition assessment and focused condition assessment are performed. For the BCPS, RBPS, and BVPS a comprehensive condition assessment was performed in May 2021 followed by a site visit in October 2021, while for CWRF the focused condition assessment approach was used. Given that AHLS has recently undergone construction and significant rehabilitation effort, a site visit was performed for this remote facility.
3.1. FIELD CONDITION ASSESSMENT
In order to assess the current condition and the timing to asset failure, it is important to understand the ways an asset can fail. Assets can fail in four major ways (capacity, level of service, physical mortality, and financial efficiency) known as failure modes (shown in Table 3-1), which were used to assess the condition of each asset. These failure modes were considered during the condition assessment and a condition score was assigned based on the most imminent failure mode.
Failure Mode
Table 3-1: Failure Modes
Definition Tactical Aspects
Capacity Volume of demand exceeds design capacity Growth, System expansion Level of Service
Functional requirements exceed design
capability
Codes & permits: NPDES, OSHA,
noise, odor, life safety, service level,
etc.
Mortality
Consumption of asset reduces performance Physical deterioration due to age, below acceptance level usage (including operator error), acts of nature
Operations costs exceed that of feasible
alternatives
Efficiency
Pay -back period
A Level 1 (visual) condition assessment was conducted to assess the mechanical, electrical, and structural conditions of assets in BCPS, RBPS, and BVPS on May 2021. Condition of assets, system redundancies, installation years, quantities, and O&M assessment/needs were identified during the on -site facility condition assessment. Additionally, inputs from EWA staff, or contractors, as to when the asset was last serviced was used to complete the condition assessment. 09/23/2025
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Asset condition was determined via visual inspection. Field observations were recorded with mobile devices utilizing customized condition assessment forms. The condition scoring system utilized and mobile devices with electronic forms is presented in Figure 3-1. The condition assessment team assigned condition scores based on the International Infrastructure Management Manual with a rating range from 1 (Excellent condition) to 5 (Poor condition). Descriptions for each rating enable analysts to assign ratings to assets. All the data collected for each asset, including photographs of the assets, the inspectors' notes, condition scores for specific attributes, inspection checklists, etc., was stored digitally.
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Condition Scoring Guide
EXCELLENT
The physical] condit on of tI a nnnet is now or like. new, well maintained. fully operable, and performs at or
above standards
GOOD
Asset is sound, wall maintained, delivers full efficiency with little or no psrformanoodotorioradon, but may
slow signs of wear.
Asset is functionally sound and may show normal wit.,
of wear relative to ago and use, but may have minor
failures or performance deterioration. Minor or
modorato refurbishment of 10-20% of assort may be
rroodod wiping next 2 yearn
fl _
FAIR
Asset functions but requires sustained high level of
maintonanoe to romain oporalioral. Substantial wear is
visibto and likely to cause significant performanoo
deterioration. Refurbishment of 20-40% of asset may
bo nodded within noxt 2 yours
POOR
Asset is wry roar. or beyond, 8's useful life. Incapablo of performing to a satisfactory standard under newel
operational oonditions without o I gorng or corrective
maintenance, Replacement noudod in tlw near tarn
(loss than 2 years).
Each iRad was
preloadod with
data collection
forms and
Initial data.
FY2023 R -CAMP Report
Figure 3-1: Mobile Collection Tools and Condition Scoring Guide Figure 3-2 provides a summary of the overall condition assessment results by condition score 1 through 5.
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Count of Assets
90 80
70 60
50 40
30 20
10 0
FY2023 R -CAMP Report
I -Excellent • 2 -Good 3 -Average • 4 -Fair • 5 -Poor
I
BCPS
.I
•
i
BVPS RBPS
Facility
Figure 3-2: Field Condition Assessment Results for BCPS, RBPS, and BVPS The condition rating of the assets was derived based on physical assessment and performance assessment of assets. The results of condition assessment are leveraged as one of the primary sources for identifying the needs for R&R actions as well as required performance and maintenance activities to support operations. The detailed results of condition assessment are provided in Appendix F.
3.2. FOCUSED CONDITION ASSESSMENT
In the focused condition assessment approach, the condition assessments are triggered by staff recommendation or when the CMMS identifies an asset that is within approximately five years of the end of its nominal service life or by staff observations of condition. EWA manages its assets through its CMMS, eMaint, to which it recently transitioned from Munis. As a result, 132 assets are identified on CWRF for the Level 1 (visual) condition assessment. In October 2021, the condition assessment was performed for CWRF, and the results presented in Figure 3-3. 09/23/2025
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Count of Assets
300
250
200
150
100
50 0
12 1 -Excellent
127
2 -Good
FY2023 R -CAMP Report
266
26 3 -Average 4 -Fair 5 -Poor
Conditon
5 Figure 3-3: Field Condition Assessment Results for CWRF The detailed results and the associated sources are provided in Appendix F. It is anticipated the next update to the R -CAMP will provide regular condition assessments for FY2025 through FY2030.
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4. STUDIES AND OTHER PROFESSIONAL SERVICES
4.1. STUDIES
Studies are necessary to provide planning information for maintaining the facilities. Studies are designated with an "S" prefix and are numbered according to their associated capital project. The studies are categorized as either "Conceptual Studies" or "Special Studies". Conceptual studies may be performed for more complex projects to define options to meet project requirements, to provide a life -cycle cost analysis of options, and evaluation of non -monetary factors. Special studies generally focus on organizational or facility -wide planning needs.
Descriptions of Special Studies and Conceptual Studies identified as part of this R -CAMP process are summarized below. Special and Conceptual Studies have been assigned to either EWA or Owners and are provided for each facility.
4.2. BUNEA CREEK PUMP STATION STUDIES
4.2.1. EWA Studies
No studies assigned to EWA have been identified.
4.2.2. Owners Studies
S/P-9.4.008 Bypass
EWA staff noted that there is a need to bypass pump system installation so that the entire station can be bypassed in a proper and efficient way as needed. As an example, Scum and FOG abatement study was performed for BCPS, and the top three choices were identified. The Owner is ready to implement the recommended improvements for Scum and FOG mitigation, while there is a need for a bypass installation to facilitate the recommended improvements. This bypass pumping study will evaluate adding the allowance for bypass pump system installation on the BCPS. This study also aims to evaluate the possibility of simultaneous execution of the Mechanical Modification (formerly Modify Discharge Valve Installation) project and Scum and FOG abatement project.
Using the bypass pump system installation can facilitate the implementation of the aforementioned projects at the same time which helps reduce the cost by $0.5M.
4.3. RACEWAY BASIN PUMP STATION STUDIES
4.3.1. EWA Studies
No studies assigned to EWA have been identified.
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4.3.2. Owners Studies
S/P-9.1.006 Containment Basin Repair
FY2023 R -CAMP Report
The containment basin at RBPS is used for up to 156,000 gallons of emergency storage during an interruption in pumping. The basin has noticeable cracking and most of the joint filler material needs repair, which allows consistent groundwater infiltration. Preliminary investigations have determined that repair of the basin should include pressure relief from the groundwater pressure anticipated beneath the basin once the infiltration has been mitigated. It should be noted that the groundwater is expected to continue infiltrating into the basin by addressing the structural deficiencies of basin (i.e., cracks and joint fillers). However, the basin can drain by gravity to the wet well. Also, a sump pump can be added as an additional alternative for draining the wastewater from the basin.
Figure 4-1: Field Condition Assessment Results for CWRF The basin is also difficult to access, as the pump station access road ends prior to the containment basin access gate, the access gate is witiin proximity to nearby shrubbery, and the access gate has been placed at an offset from the containment basin access ramp.
This study is related to the 2014 R -CAMP study S-9.1.001 (2021 R -CAMP study S-9.1.006) and will evaluate potential methods of pressure relief and repair for the containment basin as well as improve basin access. It is recommended for this study to evaluate modification of the basin fence line to allow a vactor truck to offload into the containment basin if necessary. Access from either the Faraday side, the Melrose side, or both is desired. Modification of the containment guardrail may be required pending the placement of the fence line.
S/P-9.1.009 Pump Station Resiliency
The RBPS is located within close proximity to a nearby creek. With climate change, large storms may become more frequent and more significant, which could cause flooding at the site during heavy storm events. The SDG&E cabinet is located along the back of the pump station building, which is within sufficient proximity to the creek to be at risk of flood damage. 09/23/2025
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This study is related to the 2021 R -CAMP study S-9.1.009 and will assess the potential for future flooding and will investigate options to protect the SDG&E cabinet and other key assets from potential flooding, such as elevating equipment or building an embankment.
4.4. BUNEA VISTA PUMP STATION STUDIES
4.4.1. EWA Studies
No studies assigned to EWA have been identified.
4.4.2. Owners Studies
S-9.3.10 Buena Vista Pump Station Facility -Level Alternative Analysis (Formerly known as Relocation Study)
This facility -level alternative analysis is a study to determine the future of the pump station. The analysis would help select an alternative or a phasing plan that considers cost, benefits, levels of service, and other future goals associated with the pump station, such as expansion plans.
Alternatives to consider include:
• Replace BVPS with a new pump station
• Keep the existing pump station and implement Major Equipment CIP • Phasing between implementing a major CIP and building a new pump station • Evaluation of generator system
The results of this study will need to be incorporated into the Major Equipment CIP project and closely coordinated with other rehabilitation efforts, as the Owners may choose to run certain assets to failure leading up to a full station replacement, rather than investing in significant rehabilitation. This effort will be a feasibility and planning study to assess replacing the existing BVPS with a new pump station in the next 5-7 years. The study will need to assess project objectives, potential locations, permitting approach, timeline, and planning level costs. The results will need to be incorporated into the next cycle of R -CAMP and closely coordinated with other rehabilitation efforts, as the Owners may choose to run certain assets to failure leading up to a full station replacement, rather than investing in significant rehabilitation.
S/P-9.3.008 Major Equipment CIP
The scope of Major Equipment CIP project includes tasks associated with large facility component replacement or repair required within the next 3-5 to be coordinated with facility level alternative analysis and future master plans. There is an initial study phase to evaluate the priority and feasibility of implementing the repair or rehabilitation of large facility component based on the facility -level alternative analysis and the needs identified through future master plans. The list of facility components requires replacement or repair within the next 3-5 years depending on the facility level alternative analysis are as follow:
• Automatic Transfer Switch
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• Motor Control Center
• Switchboard
• HVAC
• Headworks gates and grinders
• Valves
• Grating
• Roofing
• Evaluation of berm
4.5. AGUA HEDIONDA LIFT STATION STUDIES
4.5.1. EWA Studies
No studies assigned to EWA have been identified.
4.5.2. Owners Studies
S-9.3.001 Incompatible Metal
FY2023 R -CAMP Report
This study has been identified based on the site assessment in October 2021 and notes provided by EWA staff. This study will evaluate and identify the incompatible metals throughout the facility and provide recommendations for repair or replacement.
4.6. CARLSBAD WATER RECYCLING FACILITY STUDIES
4.6.1. EWA Studies
No studies assigned to EWA have been identified.
4.6.2. Owners Studies
S/P-9.5.008 RO Rehabilitation
This study will evaluate the rehabilitation and replacement required to recommission the RO system at a future date. This effort will be a planning study to assess the condition of assets in RO system and the recommissioning RO system in order to make it operable, if Owner determines this is best option to meet Carlsbad recycled water quality and supply goals.
RO membrane replacement suggested per RO Inspection Report and 2014 R -CAMP project P-
9.5.003 Reverse Osmosis Membrane Replacement.
Additionally, based on the 2014 R -CAMP project P-9.5.004 RO Chem Feed System Modifications, Water Quality study is needed to verify the need for sulfuric acid and assess membranes and operations to account for changes to the supply water quality from conservation, desalination, and State Water Project water versus Colorado River Water.
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According to the 2021 R -CAMP, the following recommendations had been made based on the RO Inspection Report and the condition assessment:
• Remove remaining stored sulfuric acid and implement storage tank protection • Replace the missing vent valve on top of the sulfuric acid tank • Paint exposed PVC, fiberglass railing, and rusted parts • Consider repairing ends of damaged RO vessels
• Protect instruments showing signs of corrosion
• Place fresh desiccant in all electrical panels and seal the panels properly on all sides to prevent moisture from entering the panel
• Review and revise preventative maintenance program
o Exercise pumps and motors quarterly, or at a minimum every six months, to o prevent frozen bearings
o Replace desiccant in electrical panels at recommended frequency or when color o change indicates spent desiccant
o Exercise motorized and manual valves quarterly, or at a minimum every six o months, to prevent sticking
The RO rehabilitation project is dependent upon the outcome of the facility -level assessment that includes a study on the feasibility of RO, MF and UF processes to identify alternatives. The condition of MF and RO is unknown as they have not been operating for a long time and recommissioning may not be technically or economically viable. A study can confirm which action can be more beneficial.
This study assists to determine whether it is a need to bring the RO back online and to identify the most feasible and best economical approach to meet Carlsbad recycle water quality and supply goals.
S/P-9.5.009 MF Rehabilitation
This study will evaluate the rehabilitation and replacement required to recommission the MF system at a future date. This effort will be a planning study to assess the condition of assets in RO system and the recommissioning MF system in order to make it operable, if Carlsad desires this to meet recycled water quality and supply goals. The MF is still a component of the existing permit, even though hasn't been operated recently.
The MF rehabilitation project is dependent upon the outcome of the facility -level assessment that includes a study on the feasibility of RO, MF and UF processes to identify alternatives. The condition of MF and RO is unknown as they have not been operating for a long time and recommissioning may not be technically or economically viable. A study can confirm which action can be more beneficial.
This study assists to determine whether it is a need to bring the MF back online and to identify the most feasible and best economical approach to meet Carlsbad recycle water quality and supply goals.
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S/P-9.5.010 Granular Media Filters (GMF) Bypass
FY2023 R -CAMP Report
In 2016, the Master Recycling Permit was updated by the California Reginal Water Quality Control Board to reflect process changes that occurred at the conclusion of CWRF Phase III expansion. With the updated permit, CWRF was issued updated compliance standards. CWRF is required by permit to produce recycled water below a maximum turbidity level for each treatment train, as measured at the effluent of each treatment train. Prior to the Permit update, CWRF effluent turbidity was measured only at the end of the Chlorine Contact Tank (CCT). The updated Permit requires turbidity compliance points to be located immediately downstream of each treatment train, which can be problematic for the GMF. Upon Plant startup, system startup and other nonstandard operating conditions, GMF effluent may temporarily exceed the maximum allowable turbidity limit, causing the water to be considered "off -spec" and non -compliant. The GMF does not currently have an off -spec drain back to EWPCF.
During current "off -spec" events, the GMF effluent still has to flow through the CCT prior to being diverted to the EWPCF, thereby making any other water in the CCT also non -compliant. This requires the CCT to be drained prior to restarting the production of compliant recycled water which can take up to six hours.
This study has been identified in 2021 R -CAMP. This study will evaluate installing a new off -spec pipeline from the GMF effluent to bypass the CCT and return directly to the EWPCF or other options to mitigate turbidity spikes such as relocating or averaging turbidimeters or requesting permit modification for more variations during startup period.
EWA staff suggested the GMF effluent that is bypassed should be routed back to EWPCF via the existing junction box near the SEEPS generator. This project should include upsizing the junction box to take the full flow of CWRF; therefore, allowing subsequent programing modification to allow for CWRF "failsafe" interlock.
S/P-9.5.014 Access between CWRF and CPS
During the October 2021 condition assessment, EWA staff noted that there is a need for footpath between CWRF and Combined Pump Station (CPS) for routine maintenance of the CWRFs' assets that are located at the CPS. Due to elevation difference between CWRF and CPS and lack of proper access between these two facilities, there are safety concerns for operational staff to perform routine maintenance on the assets owned by CWRF and located at CPS. This study will evaluate the alternative options for improving access between CWRF and CPS.
S/P-9.5.015 Clean -In -Place Chemical Optimization
(Formerly was EWA's project (S-38002-004), transferred to Owner's project) This is related to 2021 R -CAMP study S-38002-004. The operations staff noted that the sodium bisulfite and citric acid storage tanks are refilled every couple of weeks. During commissioning and performance testing of the ultrafiltration system (UF) in 2016-2017, chemical use was increased above the intended design dosing to successfully pass the test to sufficiently recover the 09/23/2025
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transmembrane pressure. EWA staff have tried to optimize the chemical dosing, but the dosing is still more than the original design parameters, so chemical deliveries are required more frequently than the design intent.
This study will evaluate the optimal size of the chemical storage tanks to minimize the frequency of deliveries and assess other chemical system optimization, such as containment. This study may also review sodium hypochlorite storage requirements. Optimization of the storage tanks sizes may provide long-term cost savings through minimizing the frequency of chemical deliveries, as well as additional facility resiliency in regard to spill risk/ exposure mitigation during chemical deliveries, protection from chemical supply chain and driver shortages, and ability to resource share if needed with EWPCF or other agencies.
S/P-9.5.016 Facility Level Assessment
With upcoming increase in the CMWD's recycle water demand, the Owner plans to leverage the potential existing components and assets in the CWRF to meet their recycled water quality and supply goals. A whole facility level assessment is recommended to align objectives and establish road map.
For this purpose, evaluating the installation of a new off -spec pipeline from the GMF effluent to bypass the CCT and return directly to the EWPCF needs to be investigated. In addition, there is a need to assess whether the recommission of MF and RO or expansion of UF system is more technically and economically feasible.
The UF can produce higher quality water than the GMF and was installed to treat a greater variety of supply water. The UF can treat up to approximately 20 Nephelometric Turbidity Unit (NTU) in comparison with the GMF which can treat 2 to 3 NTU. Unlike the UF filters, that provide an absolute barrier, the GMF media allows for passthrough of some feed water constituents. As a result, operating the UF more frequently would result in higher quality water but reduced flow capacity and increased chemical, electrical, and mechanical costs. The Owners plan to evaluate the installation of strainer at GMF feed pumps as an alternate engineered solution to increase GMF effluent water quality and resiliency.
During the condition assessment in October 2021, adding isolation valves to each individual UF module was identified to help isolate each module as needed. In addition, EWA staff noted that adding a sluice gate to north side CCT would allow isolation of each basin for as needed maintenance.
This study will assess the installation of a new off -spec pipeline, feasibility of MF, RO and UF to identify alternatives, installation of strainer at GMF feed pumps, installation of isolation valves for UF modules, and adding a sluice gate to the north side of CCT.
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5. IDENTIFICATION OF PROJECTS
FY2023 R -CAMP Report
This section provides an organized reference for R -CAMP projects that are recommended for funding in the next six years and beyond. Since the remote facilities are owned by the Owners and are operated and maintained by EWA, the projects discussed within this section were collaboratively assigned to the EWA or Owners, with EWA generally taking responsibility for smaller maintenance projects and Owners generally incorporating for the larger capital projects into their own CIPs for that facility. There may be exceptions for efforts that may be better suited for a specific lead agency.
Project descriptions for potential projects that have been identified include a project background, description, justification/consequences, and/or project delivery method. The project delivery methods considered in the R -CAMP include traditional in-house services, contracted services, and design -bid -build (DBB) as well as alternative delivery methods including design -build (DB), design -build -operate (DBO), design -build -own -operate (DBOO), etc.
R -CAMP projects were developed based on completed condition assessments and facility needs assessments, asset age, other reports, or EWA staff observations since the preparation of the previous R -CAMP. Some staff observations result in a project with design criteria in which EWA and Owners reach consensus during the R -CAMP process, and these projects are added to the list.
These projects typically include a design phase prior to the project implementation phase. Other observations require a special study to address an issue or concern that is identified, which will identify a specific R -CAMP project later.
Through discussions between EWA and Owners, project responsibility is assigned to either EWA or Owners for each project. Table 5-1 through
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Table 5-5 provide a breakdown of project assignment for projects in this R -CAMP by facility. 09/23/2025
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Table 5-1: BCPS Project Responsibility Designation
Project Number
Buena Creek Pump Station
Project Name
EWA Owners
P - 37002-001
Minor EI&C Rehabilitation X
P — 37002-002 Minor Mechanical X
Rehabilitation
P — 37002-003
Minor Structural Rehabilitation
P - 37002-004
P - 37002-005
P - 37002-006
SCADA Migration
Site Safety Improvements
Structural Improvements
P — 37002 -Recurring Grinder Rebuild
P — 37002 -Recurring Sewage Pump Rebuild
P — 37002 -Recurring
P — 37002 -Recurring Integration Assistance
P — 37002 -Recurring Unplanned Minor
Sewage Pum Motor Rebuild
Rehabilitation
P — 37002 -Recurring
P — 37002 -Recurring VFD Repairs
ES — 37002 -Recurring R -CAMP Update
P — 9.4.004
Coatings and Paintings
P — 9.4.005
Major Ecuipment CIP
Scum and FOG Abatement
X
X
X
P - 9.4.006
P 9.4.007
S/P - 9.4.008
P - 9.4.009
P — 9.4 -Recurring
Site Security Improvements
Civil Improvement
Bypass Study
Mechanical Modifications
(formerly Modify Discharge
Valve Installation)
Landscaping X
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Table 5-2: RBPS Project Responsibility Designation
Project Number Project Name
Raceway Basin Pump Station
EWA Owners
P - 39002-001 Minor EI&C Rehabilitation X
P — 39002-002 Minor Mechanical X
Rehabilitation
P — 39002-003 Minor Structural Rehabilitation X
P — 39002-004 SCADA Migration X
P — 39002-005 Site Safety Improvements X
P — 39002 -Recurring Grinder Rebuild X
P — 39002 -Recurring Sewage Pump Rebuild X
P — 39002 -Recurring Sewage Pump Motor Rebuild X
P — 39002 -Recurring Integration Assistance X
P — 39002 -Recurring Unplanned Minor Rehabilitation X
P — 39002 -Recurring Coatings and Paintings X
P — 39002 -Recurring VFD Repairs X
ES — 39002 -Recurring R -CAMP Update X
S/P — 9.1.006 Containment Basin Re
Dair
P — 9.1.008 Major Ecuipment CIP
SIP 9.1.009 Pumn Station Resiliency
P— 9.1.010 Scum and FOG Abatement
P — 9.1.011 Site Security Improvements
P — 9.1 -Recurring Landscaping
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Table 5-3: BVPS Project Responsibility Designation
Project Number
Buena Vista Pump Station
Project Name
EWA Owners
P — 32002-001
Minor EI&C Rehabilitation
Minor Mechanical
P — 32002-002 Rehabilitation
P — 32002-003
Minor Structural Rehabilitation
P — 32002-004
P — 32002-005
P — 32002-006
SCADA Migration
Site Safety Improvements
Structural Improvement
P — 32002 -Recurring Grinder Rebuild
P — 32002 -Recurring Sewage Pump Rebuild
P — 32002 -Recurring Sewage Pump Motor Rebuild
P — 32002 -Recurring Integration Assistance
P — 32002 -Recurring Unplanned Minor Rehabilitation
P — 32002 -Recurring Coatings and Paintings
P — 32002 -Recurring VFD Repairs
ES — 32002 -Recurring R -CAMP Update
S/P — 9.3.008 Major Equipment CIP
P — 9.3.009 Site Security Improvement
S/P — 9.3.010
Facility -Level Alternative
Analysis (formerly known as
Relocation Study)
P 9.3 -Recurring Landscaping
X
X
X
X
X
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Table 5-4: AHLS Project Responsibility Designation
Project Number Project Name EWA Owners
Agua Hedionda Lift Station
P — 31002-1 Minor EI&C Rehabilitation
P — 31002-2 Minor Mechanical Rehabilitation
P — 31002-3 Minor Structural Rehabilitation
P — 31002-4 SCADA Migration
P — 31002-5 Site Safety Improvements
P — 31002-6 Replace Spare Grinder
P — 31002 -Recurring Grinder Rebuild
P — 31002 -Recurring Integration Assistance
P — 31002 -Recurring
P — 31002 -Recurring
P — 31002 -Recurring
P — 31002 -Recurring
ES — 31002 -Recurring
S — 9.2.001
Unplanned Minor Rehabilitation
Pump and Motor Rebuild
VFD Repairs
Coatings and Paintings
R -CAMP Update
Incompatible Metals
P — 9.2.002 Pump Station D/B Improvement
P — 9.2 -Recurring Landscaping
X
X
X
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Table 5-5: CWRF Project Responsibility Designation
Project Number Project Name EWA Owners
Carlsbad Water Recycling Facility
P — 38002-005 Minor Structural Rehabilitation
P — 38002-008 Miscellaneous Service Recuests
P — 38002-010 Minor EI&C Rehabilitation
P — 38002-011 Minor Mechanical Rehabilitation
P — 38002-012 Site Safety Improvements
P — 38002 -Recurring Coatings and Paintings
P — 38002 -Recurring Unplanned Minor Rehabilitation
P — 38002 -Recurring Integration Assistance
P — 38002 -Recurring VFD Reoairs
P — 38002 -Recurring GMF Sand
ES - 38002-000 R -CAMP Update
P — 9.5.005 Equalization Basin Water Quality
S/P — 9.5.008 RO Rehabilitation
S/P — 9.5.009 MF Rehabilitation
S/P - 9.5.010 GMF Bypass
Clean -In -Place Chemical
S/P — 9.5.015 O Dtimization
X
P — 9.5.012
P - 9.5.013
S/P -9.5.013
S/P - 9.5.014
Operations and Administration
Building Roof and HVAC
Major Equipment CEP
Facility Level Assessment
Access between CWRF and CPS
P — 9.2 -Recurring Landscaping
X
X
X
X
X
As projects are funded or completed, the project descriptions are removed from this section and the projects are listed by year implemented in Appendix A, which provides a list of projects completed since 2OO9. Projects may be removed from consideration for other reasons; for example, a project may be combined with a different project, or a project may not meet cost/benefit requirements and therefore be eliminated from consideration.
In order to facilitate maintenance activities at the remote facilities, EWA maintains a spare parts inventory that are critical to the operation of the facilities. Lists of the spare parts inventory is provided in Appendix D.
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5.1. BUENA CREEK PUMP STATION PROJECTS
5.1.1. EWA Projects
P-37002-001 Minor EI&C Rehabilitation
FY2023 R -CAMP Report
Background
During May 2021 condition assessment and October 2021 site assessment, several locations of potential electrical and instrumentational deficiencies were noted throughout BCPS. The deficiencies were indicative of wear due to age and include recommended improvements for additional control redundancy and improved safety through testing plans and additional equipment monitoring.
Description
Perform minor EI&C maintenance throughout BCPS, including:
• Integrate On -net Surveillance Systems (onSSI), Inc. to the remote cameras • Instrumentation access: Add a hand access hole with new transducer for access to wet well level transducers without entering the wet well. Relocate level and flow transmitters outside of the PLC for greater accessibility or add a remote readout • Circuit organization: Known as wiring in previous R -CAMP • Panel protection: Replace misplaced raceway box covers, damaged conduit, and damaged fiberglass LCP
• Pressure transducer replacement: Replace 2 of the Pressure Transducers that deal with Levels. The current setup is bulky and can fault -out when rags get entangled on the sensor this can result in faulty inaccurate readings. Replace with a Vega Pressure transducer will help to eliminate these faulty reading due to the sleek design that is capable of being put down a slotted holed stainless -steel tube, thus keeping rags out of the readings
• Camera improvements: Add one camera
Justification/Consequence
In-house services, with a few service items for the as -needed General Contractor.
Project Delivery
In-house services, with a few contractors service items.
P-37002-002 Minor Mechanical Rehabilitation
Background
During the May 2021 condition assessment and October 2021 site assessment, two locations for minor mechanical task were identified and noted throughout BCPS. Tasks were associated with wear due to age or operational accessibility and recommended improvements to encourage equipment longevity.
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Description
Perform minor mechanical maintenance throughout BCPS, including:
• Overflow basin access hatch replacement: Replace overflow storage lids and locking mechanisms
• Moving the working door: Move "working door" from the north side of the building to other side to allow full operation of door and scum pumping activities Justification/Consequence
Early maintenance of mechanical wear can prevent further degradation and increase site safety.
Project Delivery
In-house services.
P-37002-003 Minor Structural Rehabilitation
Background
During the May 2021 condition assessment and October 2021 site assessment, several locations of minor structural wear were identified and noted throughout BCPS. The structural wear was indicative of typical concrete and sealing degradation and improvement of structural condition of BCPS.
Description
Perform minor structural maintenance throughout BCPS, including:
• Awning installation: Install an awning over the SDG&E and generator walkway and doors to protect equipment from rain intrusion
• Platform installation: Platform to read H2S concentration at the odor scrubber exhaust • Drain installation: During rain events, water comes down the slope next to the stairs and comes into the building, sandbags are used to deflect water away from the doorway.
The recommendation is to install a French drain, rip rap as needed, and adjust size of curbing as needed next to stairs to prevent water intrusion into building during heavy rain events.
• Roof sealing: Roof is leaking
• Stair installation: Install stairs up to the SDG&E cabinet from the lower level Justification/Consequence
Early maintenance of structural wear can prevent further degradation and increase site safety.
Project Delivery
In-house services.
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P-37002-004 SCADA Migration
Background
EWPCF is migrating to a new supervisory control and data acquisition (SCADA) platform, and each of the remote facilities will also need to migrate to the new SCADA system for improved control and monitoring.
Description
Perform SCADA migration system for BCPS, including:
• Migrate process control screens to the new SCADA system • Programming for pump alarms
• Keep pump from running when CV fails to open after operator selected elapsed time • Generator "Not in Auto"
• Overflow basin on level control
Justification/Consequence
Improved control and monitoring.
Project Delivery
EWA's Programmatic SCADA Integrator.
P-37002-005 Site Safety Improvement
Background
During the May 2021 condition assessment and October 2021 site assessment, items and locations where safety can be improved were identified and noted throughout BCPS.
Description
Improve site safety tasks for BCPS, including:
• Overflow basin handrail improvement
• Install forced air ventilation & exhaust
• Install traffic mirror at easement road blind corners • Install engineered manhole cover
• Install motion sensor lighting inside building
Justification/Consequence
Increased site safety and regulatory conformance.
Project Delivery
In-house services, and as -needed Contractor Services.
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P-37002-006 Structural Improvement
Bacl ind
FY2023 R -CAMP Report
During the May 2021 condition assessment and October 2021 site assessment, locations of potential structural deficiencies throughout BCPS were identified and noted. The deficiencies were associated with concrete deterioration requiring concrete repair.
Description
Perform structural repairs throughout BCPS, including:
• Seal locations of concrete seeping
Justification/Consequence
Early repair of structural deficiencies can prevent further deterioration and increase site safety.
Project Delivery
In-house services, and as -needed Contractor Services.
P -37002 -Recurring Grinder Rebuild
Background
The facility grinders require regular maintenance. This project addresses required maintenance and associated grinder rebuilds.
Description
Conduct required maintenance and associated grinder rebuilds.
Justification/Consequence
Maintenance increases the reliability of the equipment.
Project Delivery
In-house services.
P -37002 -Recurring Sewage Pump Rebuild
Background
The sewage pumps require regular maintenance. This project addresses required maintenance and associated pump rebuilds.
Description
Conduct required maintenance and associated pump rebuilds.
Justification/Consequence
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Maintenance increases the reliability of the equipment.
Project Delivery
In-house services.
FY2023 R -CAMP Report
P -37002 -Recurring Sewage Pump Motor Rebuild
Background
The sewage pump motors require regular maintenance. This project addresses required maintenance and associated pump motor rebuilds.
Description
Conduct required maintenance and associated pump motor rebuilds.
Justification/Consequence
Maintenance increases the reliability of the equipment.
Project Delivery
In-house services.
P -37002 -Recurring Integration Assistance
Background
This project grants provisions for the integration of facility systems.
Description
Complete system integration as required.
Justification/Consequence
Programmatic SCADA Integrator Services.
Project Delivery
In-house services.
P -37002 -Recurring Unplanned Minor Rehabilitation
Background
The facilities require various types of maintenance and minor improvements as equipment and systems age. This project enables EWA staff to provide maintenance and repair services for unforeseen items at all remote facilities.
Description
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Conduct maintenance as required.
Justification/Consequence
Maintenance increases the reliability of the equipment.
Project Delivery
In-house services.
FY2023 R -CAMP Report
P -37002 -Recurring Coatings and Paintings
Background
This project addresses required painting and coating noted through condition assessments or staff observation.
Description
Painting and coating of the facility.
Justification/Consequence
Painting and coating equipment provides protection and increases the reliability of the equipment.
Project Delivery
In-house services, or EWA's As Needed Coatings Contractor.
P -37002 -Recurring VFD Repairs
Background
The VFDs require regular maintenance. This project addresses required maintenance and VFD repairs.
Description
Conduct required maintenance and associated VFD repairs.
Justification/Consequence
Maintenance increases the reliability of the equipment.
Project Delivery
In-house services.
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ES -37002 -Recurring R -CAMP Update
Background
The plan is to update the R -CAMP report for all remote facilities bi-annually. This project helps track the status of projects associated with BCPS.
Description
Develop report for the projects associated with BCPS.
Justification/Consequence
R -CAMP report increases reliability and mitigates the risk for the facility.
Project Delivery
RFP-Contract.
5.1.2. Owners Projects
P-9.4.004 Major Equipment CIP
Background
During the May 2021 condition assessment and October 2021 site assessment, large facility component replacements or repairs required within the next 3-5 years were identified and noted.
These repairs should be coordinated with future master plans or other Owners efforts and routinely reassessed. Results of studies noted within this R -CAMP should be considered for incorporation into this or other projects in the next R -CAMP cycle.
Description
BCPS can be improved via the following projects:
• HVAC: Installation of HVAC, roof supply and exhaust fans/AC for the MCC room • Additional forced air ventilation installation
• Replacement of aging equipment, such as:
o Switchboard: Distribution switchboard—1200Amp/480V
o Flowmeters (8 -inch & 14 -inch)
• Automation of valves, such as:
o Valves to and from the Buena Yard facility
o Dry well flood suction valves
• Replacement of the roof due to age: Modified Bitumen Roofing with Insulation • Install bypass pump system: Make maintenance and repairs on plant more cost effective • Isolation gate: East/ West wet well isolation gate is seized and in need of repair. Wet well isolation gate should be upsized
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Justification/Consequence
Replacement of aged equipment will encourage station reliability and increase site safety.
Additional improvements will enhance facility robustness.
Project Delivery
RFP-Contract.
P-9.4.005 Scum and FOG Abatement
Background
Historically, BCPS has been experiencing consistent and significant levels of FOG buildup in the wet well and rags clogging pumps. A study was performed in 2021 to provide an alternative analysis of Scum and FOG mitigation technologies for the BCPS.
Description
According to the result of study performed, PHi technology was recommended as the best option for the Scum and FOG mitigation at BCPS. Further detail about the methods and criteria implemented for selecting PHi technology can be found in Fats, Oils, and Grease Mitigation Recommendation Technical Memorandum dated July 2021.
Justification/Consequence
Implementing proper technology for mitigating FOG and ragging abetment improve performance of pumps, the pipes and instrumentation, and avoid potential overflow of sewage spill.
Project Delivery
RFP-Contract.
P-9.4.006 Site Security Improvements
Background
During the May 2021 condition assessment and October 2021 site assessment, locations where security can be improved were identified and noted.
Description
BCPS security can be improved via the following projects:
• Perimeter fencing: Demolish existing fence and replace with Candy Cane style fence as allowed by applicable city aesthetic requirements
• Remote control gate installation
Justification/Consequence
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Project Delivery
RFP-Contract.
FY2023 R -CAMP Report
P-9.4.007 Civil Improvements
Background
During the May 2021 condition assessment and October 2021 site assessment, locations where civil components can be improved were identified and noted.
Description
BCPS site -civil conditions can be improved via the following projects:
• Repair pave and light vehicle pathway: Pave or otherwise improve vehicle pathway from Melrose gate to pump station. Motion activated street lighting should be considered.
Project could be done in conjunction with parks department to add a bike/walking path • Guardrail installation: Install a guardrail around storm drain on easement road to pump station from Jif Pak
• Drainage improvements
Justification/Consequence
Improved site accessibility and mitigate risk due to natural and human -made hazards.
Project Delivery
RFP-Contract.
P — 9.4.008 Bypass
This project has currently been identified as a study. Information on this study can be found in Section 4 (S/P-9.4.008).
P-9.4.009 Mechanical Modifications (formerly Modify Discharge Valve Installation) Background
The Buena Creek pump discharge piping is configured with 8 -inch and 12 -inch piping and valves, to allow for pump isolation and varied operating modes. Six of the plug valves are configured such that under normal or primary modes of operation, the seating side of the valve is facing the unpressurized side of the system. During the May 2021 condition assessment and October 2021 site assessment, valves that need to be replaced have been identified and noted.
Description
Modification of the valves can be performed via the following projects:
• Replacement of Discharge Valves: Replacement of all the discharge valves • Remove six plug valves and reinstall with seating side of valve facing pressurized side of system
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• Replacement of Suction Valves: Replacement of all the suction valves • Project assumes plant bypass concurrent with Scum/Fog abatement project and therefore, only one bypass event is required. It is also assumed the bypass service will be rented for 20 days. It is worth mentioning that if these two projects are planned to be done separately, cost associated with one additional bypass event should be added to Scum and FOG Abatement project.
Justification/Consequence
Installation of new valves increases the reliability of the remote facility. Modification would be consistent with manufacturer's recommendations. In addition, there are a number of suction valves that are leaking.
Project Delivery
RFP-Contract.
P-9.4.Recurring Landscaping
Background
The landscaping design is intended to prevent the spread of wildfire, not attract vectors, and improve aesthetics.
Description
• Routine landscaping
• Maintain landscape to protect water meter access
• Fire prevention
• Melrose driveway
Justification/Consequence
Remove landscaping within the station fence line will prevent the spread of wildfire and vectors and improve aesthetics and increases site safety.
Project Delivery
RFP-Contract.
5.2. RACEWAY BASIN PUMP STATION PROJECTS
5.2.1. EWA Projects
P-39002-001 Minor EI&C Rehabilitation
Background
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deficiencies were indicative of wear due to age and include recommended improvements for additional control redundancy and improved safety through testing plans and additional equipment monitoring.
Description
Perform minor EI&C maintenance throughout RBPS, including:
• Grinder level control: Put overflow grinder on level control to auto -start • Conduit safety improvements: Replace all above -grade raceways with PVC -coated RGS conduit with conduit seals when exiting classified locations • Pullbox replacement: Replace degraded pullboxes
• Wiring organization
• Level indicators: Ultrasonic level sensor, wet well level indicating transmitter, and pressure transducer
Justification/Consequence
Early maintenance of EI&C wear can prevent further degradation and increase site safety.
Project Delivery
In-house services, and as -needed Contractor Services.
P-39002-002 Minor Mechanical Rehabilitation
Background
During the May 2021 condition assessment and October 2021 site assessment, some minor mechanical tasks were identified and noted throughout RBPS. Tasks were associated with wear due to age or operational accessibility and recommended improvements to encourage equipment longevity and the station performance.
Description
Perform minor mechanical maintenance throughout RBPS, including:
• Plug valves replacement: Plug valves are backwards
• Air/Vac valve drain routing: Connecting the site drain piping to the wet well. The recommendation is to repipe the site drain pipe that is currently connected to the basin to go into the wet well
• Flap gate replacement: Modify main station entry gate, and improve to open automatically with remote
Justification/Consequence
Early maintenance of mechanical wear can prevent further degradation and increase site safety.
Project Delivery
In-house services.
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P-39002-003 Minor Structural Rehabilitation
FY2023 R -CAMP Report
Background
During the May 2021 condition assessment and October 2021 site assessment, three locations of minor structural wear were identified and noted at RBPS. The structural wear was indicative of typical concrete and sealing degradation and improvement of structural condition of RBPS.
Description
Perform minor structural maintenance throughout RBPS, including:
• Curb striping: Stripe curb around Containment Basin
• Barrier wall to protect SDG&E cabinets from potential flooding situation from nearby creek
• Joint filler: Replace joint filler between door and landing on east face of building Justification/Consequence
Early maintenance of structural wear can prevent further degradation and increase site safety.
Project Delivery
In-house services.
P-39002-004 SCADA Migration
Background
EWPCF is migrating to a new supervisory control and data acquisition (SCADA) platform, and each of the remote facilities will also need to migrate to the new SCADA system for improved control and monitoring.
Description
Perform SCADA migration system for RBPS, including:
• Migrate process control screens to the new SCADA system • Generator "Not in Auto"
Justification/Consequence
Improved control and monitoring.
Project Delivery
EWA's Programmatic SCADA Integrator.
P-39002-005 Site Safety Improvement
Background
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During the May 2021 condition assessment and October 2021 site assessment, items and locations where safety can be improved were identified and noted throughout RBPS.
Description
Improve site safety tasks for RBPS, including:
• Lockout devices: Purchase lockout devices (application specific) in sufficient quantity to lock out wheel valves and ball valves throughout facility • Camera toward basin: There is currently no camera view towards the basin. This item would include the addition of a camera with a view towards the basin Justification/Consequence
Increased site safety and regulatory conformance.
Project Delivery
In-house services, and as -needed Contractor Services.
P -39002 -Recurring Grinder Rebuild
Background
The facility grinders require regular maintenance. This project addresses required maintenance and associated grinder rebuilds.
Description
Conduct required maintenance and associated grinder rebuilds.
Justification/Consequence
Maintenance increases reliability of the equipment.
Project Delivery
In-house services.
P -39002 -Recurring Sewage Pump Rebuild
Background
The sewage pumps require regular maintenance. This project addresses required maintenance and associated pump rebuilds.
Description
Conduct required maintenance and associated pump rebuilds.
Justification/Consequence
Maintenance increases reliability of the equipment.
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Project Delivery
In-house services.
FY2023 R -CAMP Report
P -39002 -Recurring Sewage Pump Motor Rebuild
Background
The sewage pump motors require regular maintenance. This project addresses required maintenance and associated pump motor rebuilds.
Description
Conduct required maintenance and associated pump motor rebuilds.
Justification/Consequence
Maintenance increases reliability of the equipment.
Project Delivery
In-house services.
P -39002 -Recurring Integration Assistance
Background
This project addresses the integration of facility systems.
Description
Complete system integration as required.
Justification/Consequence
Programmatic SCADA Integrator Services.
Project Delivery
In-house services.
P -39002 -Recurring Unplanned Minor Rehabilitation
Background
The facilities require various types of maintenance and minor improvements as they age. This project enables EWA staff to provide maintenances and repair services for unforeseen items at all remote facilities.
Description
Conduct maintenance as required.
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Justification/Consequence
Maintenance increases reliability of the equipment.
Project Delivery
In-house services.
FY2023 R -CAMP Report
P -39002 -Recurring Coatings and Paintings
Background
This project addresses required painting and coating noted through condition assessments or staff observation.
Description
Painting and coating of the facility.
Justification/Consequence
Painting and coating equipment provides protection and increases the reliability of the equipment.
Project Delivery
As -Needed Coating Contractor.
P -39002 -Recurring VFD Repairs
Background
The VFDs require regular maintenance. This project addresses required maintenance and VFD repairs.
Description
Conduct required maintenance and associated VFD repairs.
Justification/Consequence
Maintenance increases the reliability of the equipment.
Project Delivery
In-house services.
ES -39002 -Recurring R -CAMP Update
Background
The plan is to update the R -CAMP report for all remote facilities bi-annually. This project helps tracking the status of projects associated with RBPS.
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Description
Develop report for the projects associated with RBPS.
FY2023 R -CAMP Report
Justification/Consequence
R -CAMP report increases reliability and mitigates the risk for the facility.
Project Delivery
RFP-Contract.
5.2.2. Owners Projects
P-9.1.006 Containment Basin Repair
This project has currently been identified as a study. Information about this study can be found in Section 4 (S-9.1.006). This project was noted in the R -CAMP 2014 as P-9.1.001, which has been moved to historic projects.
P-9.1.008 Major Equipment CIP
Background
During the May 2021 condition assessment and October 2021 site assessment, large facility component replacements or repairs required within the next 3-5 years were identified and noted.
These repairs should be coordinated with future master plans or other Owners efforts and routinely reassessed. Results of studies noted within this R -CAMP should be considered for incorporation into this or other projects in the next R -CAMP cycle.
Description
RBPS can be improved via the following projects:
• HVAC — AC for Electrical Room: Installation of air conditioning in the MCC room • Valve Replacement — Pump Check valves and Isolation Valves: Replacement of all check valves aged 20 years and all manual valves aged 25-30 years • Valve Automation: Automation of the containment basin drain valve Justification/Consequence
Replacement of aged equipment will improve station reliability and increase site safety. Additional improvements will enhance facility robustness.
Project Delivery
RFP-Contract.
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P-9.1.009 Pump Station Resiliency
This project has currently been identified as a study. Information about this study can be found in Section 4 (S-9.1.009).
P-9.1.010 Scum and FOG Abatement
Background
Historically, RBPS has experienced consistent and significant levels of FOG buildup in the wet well. A study performed in 2021 to provide an alternative analysis of Scum and FOG mitigation technologies for the RBPS.
Description
According to the result of study, PHi technology was recommended as the best option for the Scum and FOG mitigation at RBPS. Further details about the methods and criteria implemented for selecting PHi technology can be found in Fats, Oils, and Grease Mitigation Recommendation Technical Memorandum dated July 2021.
Justification/Consequence
Implementing proper technology for mitigating FOG and ragging abetment improve performance of pumps, the pipes and instrumentation, and avoid potential overflow of sewage spill.
Project Delivery
RFP-Contract.
P-9.1.011 Site Security Imrpovement
Background
During the May 2021 condition assessment and October 2021 site assessment, locations where security can be improved were identified and noted.
Description
RBPS security can be improved via the following projects:
• Entry gate replacement: Modify main station entry gate to open automatically with remote sensing
• Lighting improvement: Install motion sensor lighting inside MCC room, and install lighting toward basin
• So. Melrose Dr. access road paving: Repair the access road and site area pavement • Fence replacement: Demolish existing Perimeter fence and replace with Candy Cane style fence as allowed by applicable city aesthetic requirements. This project is related to the 2014 R -CAMP project P-9.1.003
Justification/Consequence
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Increased site security to minimize trespassing and promote safe accessibility.
Project Delivery
RFP-Contract.
P-9.1.Recurring Landscaping
Background
The landscaping improvements can prevent the spread of wildfire, reduce vectors, and improve aesthetics.
Description
• Routine landscaping
• Maintain fire break
• Melrose driveway
Justification/Consequence
Remove landscaping within the station fence line will prevent the spread of wildfire and vectors and improve aesthetics and increases site safety.
Project Delivery
RFP-Contract.
5.3. BUENA VISTA PUMP STATION PROJECTS
5.3.1. EWA Projects
P-32002-001 Minor EI&C Rehabilitation
Background
During the May 2021 condition assessment and October 2021 site assessment, several locations of potential electrical and instrumentation and control deficiencies were noted throughout BVPS. The deficiencies were indicative of wear due to age and the assessment includes recommended improvements for additional control redundancy and improved safety through testing plans and additional equipment monitoring.
Description
Perform minor EI&C maintenance throughout BVPS, including:
• Conduit replacement: Replace deteriorated conduits within the wet well, replace exposed conduits
• Lighting replacement: Replace wet well lights and pump station incandescent lighting with light emitting diode (LED) fixtures
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• Level indicator and switch installation: Level indicators for the two tanks located outside. They can repurpose the signal wire but still need 120 -volt rewiring. This applies to both tanks.
• Sensor installation: The grinder had leaks to the hydraulic system and failed. It needs a sensor to identify when it stops operating. Add a zero -speed sensor to the grinder so that if the grinder does not operate as expected when called to run then an alarm will be sent to SCADA. In addition, EWA plans to replace hydraulic unit with electric in FY23. The new grinder should be installed with a zero -speed sensor as well. • Transmitter replacement: Replace grinder/bar screen bubbler with an ultrasonic level transmitter (was originally part of historic project P-9.3.002). Pumps 1 and 2 pressure transmitters.
• Control panel improvement: Control panel has uncovered opening, likely from removed pilot device/light. Bunker control panels are maintenance intensive, Encina prefers ultrasonic or radar level detection, due to improvements in technology this also applies to the wet well bubbler panel
Justification/Consequence
Early maintenance of EI&C wear can prevent further degradation and increase site safety.
Project Delivery
In-house services, and as -needed Contractor Services.
P-32002-002 Minor Mechanical Rehabilitation
Background
During the May 2021 condition assessment and October 2021 site assessment, a number of minor mechanical tasks were identified and noted throughout BVPS. Tasks were associated with wear due to age or operational accessibility. The assessment recommended improvements to encourage equipment longevity and the remote station performance.
Description
Perform minor mechanical maintenance throughout BVPS, including:
• Spray system pipeline repair or replacement
• Minor valve replacement: Replace solenoid valves
• Replace fan assembly: There are signs of corrosion on the fan circulating in Motor Room. Replace the fan
• Valve replacement/modification: Sewage pump discharge valves are overhead and difficult to reach, modify valve with chain or motor operated valve. Automation/ remote operation of force main valves from HMI. Converting manual valve to chain operated valves
Justification/Consequence
Early maintenance of mechanical wear can prevent further degradation and increase site safety. 09/23/2025
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Project Delivery
In-house services.
P-32002-003 Minor Structural Rehabilitation
FY2023 R -CAMP Report
Background
During the May 2021 condition assessment and October 2021 site assessment, several locations of minor structural wear were identified and noted throughout BVPS. The structural wear was indicative of typical concrete and sealing degradation and improvement of structural condition of BVPS.
Description
Perform minor structural maintenance throughout BVPS, including:
• Concrete stain removal: Clean concrete walls, floors, and equipment pads caused by groundwater intrusion and miscellaneous surface staining at different locations such as generator room, equipment pads and slabs, tank supports • Roof sealing: Repair pump station roof and reseal area around skylights in the MCC room
• Awning installation: Put a shade/ rain structure over the SDG&E cabinet to avoid water intrusion when door is open during wet weather
• Replace skylight hatch frame in the barrel roof
Justification/Consequence
Early maintenance of structural wear can prevent further degradation and increase site safety.
Project Delivery
In-house services, and as -needed Contractor Services.
P-32002-004 SCADA Migration
Background
EWPCF is migrating to a new supervisory control and data acquisition (SCADA) platform, and each of the remote facilities will also need to migrate to the new SCADA system for improved control and monitoring.
Description
Perform SCADA migration system for BVPS, including:
• Migrate process control screens to the new SCADA system • Generator and not -in -auto alarm integration
• Zero -speed sensor
Justification/Consequence
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Improved control and monitoring.
Project Delivery
EWA' s Programmatic SCADA Integrator.
FY2023 R -CAMP Report
P-32002-005 Site Safety Improvement
Background
During the May 2021 condition assessment and October 2021 site assessment, items and locations where safety can be improved were identified and noted throughout BVPS.
Description
Improve site safety tasks for BVPS, including:
• Skylight safety grating: Install safety grating on the grinder skylight doors. The wet well skylight needs a solution for fall protection
• Lockout devices: Purchase lockout devices (application specific) in sufficient quantity to lock out wheel valves and ball valves throughout facility • Ladder cage on roof: Add ladder cage on east ladder on barrel roof near the hydraulic room • Motion sensor lighting: Install motion sensor lighting for all rooms/ indoor areas • Improve fencing: Adding a second fence to try to contain entry into basin. Fencing needs to be improved to enhance the durability to prevent trespassing through fences and to avoid debris collection.
Justification/Consequence
Increased site safety and regulatory conformance.
Project Delivery
In-house services, and as -needed Contractor Services.
P-32002-006 Structural Improvements
Background
During the May 2021 condition assessment and October 2021 site assessment, one location with potential structural deficiency throughout BVPS was identified and noted. The deficiency was associated with concrete degradation.
Description
Perform structural repairs throughout BVPS, including:
• Seal locations of concrete seeping
Justification/Consequence
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Early repair of structural deficiencies can prevent further deterioration and increase site safety.
Project Delivery
In-house services, and as -needed Contractor Services.
P -32002 -Recurring Grinder Rebuild
Background
The facility grinders require regular maintenance. This project addresses required maintenance and associated grinder rebuilds.
Description
Conduct required maintenance and associated grinder rebuilds.
Justification/Consequence
Maintenance increases the reliability of the equipment.
Project Delivery
In-house services.
P -32002 -Recurring Sewage Pump Rebuild
Background
The sewage pumps require regular maintenance. This project addresses required maintenance and associated pump rebuilds.
Description
Conduct required maintenance and associated pump rebuilds.
Justification/Consequence
Maintenance increases the reliability of the equipment.
Project Delivery
In-house services.
P -32002 -Recurring Sewage Pump Motor Rebuild
Background
The sewage pump motors require regular maintenance. This project addresses required maintenance and associated pump motor rebuilds.
Description
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Conduct required maintenance and associated pump motor rebuilds.
Justification/Consequence
Maintenance increases the reliability of the equipment.
Project Delivery
In-house services.
P -32002 -Recurring Integration Assistance
Background
This project addresses the integration of facility systems.
Description
Complete system integration as required.
Justification/Consequence
Programmatic SCADA Integrator Services.
Project Delivery
In-house services.
FY2023 R -CAMP Report
P -32002 -Recurring Unplanned Minor Rehabilitation
Background
The facilities require various types of maintenance and minor improvements as they age. This project enables EWA staff to provide maintenance and repair services for unforeseen items at all remote facilities.
Description
Conduct maintenance as required.
Justification/Consequence
Maintenance increases the reliability of the equipment.
Project Delivery
In-house services.
P -32002 -Recurring Coatings and Paintings
Background
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This project addresses required painting and coating noted through condition assessments or staff observation.
Description
Painting and coating of the facility.
Justification/Consequence
Painting and coating equipment provide protection and increases the reliability of the equipment.
Project Delivery
In-house services, or EWA's As Needed Coating Contractor.
P -32002 -Recurring VFD Repairs
Background
The VFDs require regular maintenance. This project addresses required maintenance and VFD repairs.
Description
Conduct required maintenance and associated VFD repairs.
Justification/Consequence
Maintenance increases the reliability of the equipment.
Project Delivery
In-house services.
ES -32002 -Recurring R -CAMP Update
Background
The plan is to update the R -CAMP report for all remote facilities bi-annually. This project helps tracking the status of projects associated with BVPS.
Description
Develop report for the projects associated with BVPS.
Justification/Consequence
R -CAMP report increases reliability and mitigates the risk for the facility.
Project Delivery
RFP-Contract.
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5.3.2. Owners Projects
FY2023 R -CAMP Report
P-9.3.008 Major Equipment CIP
Background
This project is pending completion of study S/P-9.3.008. During the May 2021 condition assessment and October 2021 site assessment, large facility component replacements or repairs required within the next 3-5 years were identified and noted. These repairs should be coordinated with future master plans or other Owners efforts and routinely reassessed. Results of studies noted within this R -CAMP should be considered for incorporation into this or other projects in the next R -CAMP cycle. The final scope and priority of tasks associated with Major Equipment CIP is determined by the Facility -Level Alternative Evaluation Study.
Description
BVPS can be improved via the following projects:
• Replacement of aging equipment, such as:
o Automatic Transfer Switch
o Motor Control Center
o Switchboard
• HVAC: Installation of air conditioning in the MCC room • Headworks gates and grinders: Development of a headworks bypass system, which may include in -line grinders or a grinder vault outside of the headworks. This potential project relates to Project P-9.3.001 from the 2014 R -CAMP
• Valves: Replace solenoid valve
• Grating
• Roofing: Replacement of the pump station roof due to water leakage above electrical equipment
• Replace 2" backflow device: Replace 2" backflow at duck pond • Evaluation of berm: Evaluate if the elevation of the creek berm is enough to protect the station from a significant storm event similar or greater than the storm on April 10, 2020.
During that rain event water was at the top of the berm and broke upstream of the station, which caused flooding of Oceanside's Buena Vista pump station and freeway. If April 10, 2020 would have been a high tide, water would possibly have crested the berm into the station resulting in infiltration into the wet well and overcome the station's pumping capacity. Berm improvements have been completed upstream of BVPS where the berm broke during that storm, so the concern is that the weak spot may be at our station Justification/Consequence
Replacement of aged equipment will improve station reliability and increase site safety. Additional improvements will enhance facility robustness.
Project Delivery
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RFP-Contract.
FY2023 R -CAMP Report
P-9.3.009 Site Security Improvements
Background
During the May 2021 condition assessment and October 2021 site assessment, a location where security can be improved was identified and noted.
Description
BVPS security can be improved via the following project:
• Access road improvement
Justification/Consequence
Increased site security to minimize trespassing and promote safe accessibility.
Project Delivery
RFP-Contract.
P-9.3.010 Buena Vista Pump Station Facilit-Level Alternative Analysis (Formerly known as Relocation Study)
This project has currently been identified as a study. Information on this study can be found in Section 4 (S-9.3.010). The analysis would help select an alternative or a phasing plan that considers cost, benefits, levels of service, and other future goals associated with the pump station.
Alternatives to consider include:
• Replace BVPS with a new pump station
• Keep the existing pump station and implement Major Equipment CIP • Phasing between implementing a major CIP and building a new pump station • Evaluation of generator system when considering a new station: Air Pollution Control District (APCD) requirements are becoming more stringent and internal combustion engine standards may impact emergency power run time. Investigating best available technology and ensure that new site has adequate capacity to endure an extended outage.
The study will need to assess project objectives, potential locations, regulatory strategy and permitting approach, timeline, and planning level costs. The results will need to be incorporated into the next cycle of R -CAMP and closely coordinated with other rehabilitation efforts, as the Owners may choose to run certain assets to failure leading up to a full station replacement, rather than investing in significant rehabilitation. Once decided what to do, circle back to Major Equipment CIP.
P-9.3.Recurring Landscaping
Background
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The landscaping design is intended to prevent the spread of wildfire, not attract vectors, and improve aesthetics.
Description
• Routine landscaping
• Remove eucalyptus tree
Justification/Consequence
Remove landscaping within the station fence line will prevent the spread of wildfire and vectors and improve aesthetics and increases site safety.
Project Delivery
RFP-Contract.
5.4. AGUA HEDIONDA LIFT STATION PROJECTS
5.4.1. EWA Projects
P-31002-001 Minor EI&C Rehabilitation
Background
During the October 2021 site assessment, several locations of potential electrical and instrumentation and controls deficiencies were noted throughout AHLS. The deficiencies were indicative of age. The assessment includes recommended improvements for additional control redundancy and improved safety through testing plans and additional equipment monitoring.
Description
Perform minor EI&C maintenance throughout AHLS, including:
• Grinder Supply fan LOR switch relocation: The grinder building supply fan LOR switch is located within a confined space, and the switch should be moved outside of the grinder building. It is difficult to enter the space to start the fan if the atmosphere is poor, but the fan must be on to make the atmosphere acceptable to enter • Install air flow monitoring equipment: Install inline air flow monitoring equipment into the Humidifier feed line to ensure that proper air balance is achieved (design flow is > 8,300 scfm). In addition, inline air flow meter needs installation of either a handheld airflow monitors or inline flowmeter.
• Site camera improvement: Site security needs to be improved. Camera system should be evaluated to ensure that there are no blind spots. Adding extra camera can help mitigating the potential risks for the station. Camera feed is now viewable at EWPCF control room; however, Camera feed is currently intermittent. EWA is awaiting the completion of secondary server room to enable full functionality. • Install camera in wet well with feed viewable onsite within the MCC for the purpose of evaluating wet well cleaning effectiveness without the need for additional staff to be 09/23/2025
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onsite for a confined space entry. Camera should be mounted on East wet well room wall with field -of -view of the length of wet well floor and sluice gate. • Grinder control panel relocation: Grinder control panels must be protected from unauthorized use to prevent a sewage spill. Moving the operations of grinders control panels on the roof of the inlet structure is suggested. • Generator improvement for redundancy: There is no redundancy in the system, and if the generator gets disconnected, it cannot be notified. Therefore, it is a need to allow for generator notify operators or an alarm for disconnect cabinet. The accessibility of the generator disconnect switch is very critical. If unauthorized individuals or operational staff accidentally opens generator disconnect panel, it can disconnect the generator. Generator fuel level is also not functioning. • Bubbler control improvement: No redundancy is on bubbler control. Currently, only the bubbler has programming with pump interlocks. The Program needs to be redundant to allow the ultrasonic controllers to have the same function as the bubbler.
In addition, only the online controller should have pump interlock programming active and should readily swap controller if the selected controller fails. • Installing flow meter bypass: No flow meter Bypass. Not part of DB. • Conduit improvement to avoid leakage: Light switches, the conduit leaks/ leaks through cabinets every time it rains it leaks.
Justification/Consequence
Early maintenance of EI&C wear can prevent further degradation and increase site safety.
Project Delivery
In-house services, and as -needed Contractor Services.
P-31002-002 Minor Mechanical Rehabilitation
Background
During the October 2021 site assessment, a number of minor mechanical tasks were identified and noted throughout AHLS. Tasks were associated with wear due to age or operational accessibility and recommended improvements to encourage equipment longevity and the station performance.
Description
Perform minor mechanical maintenance throughout AHLS, including:
• Acquiring wet well bubbler critical spares: Acquire critical spares of the wet well bubbler compressors
• Improve mechanical seals: If the seal water goes out, the station goes out. Revise mechanical seal flush plan to eliminate seal water, or provide redundant seal water supply
• Sealing access hatches: Media - Access hatches are not sealed • Installing a manhole for FM bypass: Manhole for FM bypass, it is just flanged, and it is not functioning as station bypass. Because there are no valves on the bypass system, 09/23/2025
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there is no way to bypass. They have to do Confined space entry is required to access the FM drain. This effort has already been authorized by Owners and is underway. The rehabilitation includes installing an above ground tee with dedicated connection points for: emergency bypass pump discharge, connection point for alternate bypass, and cross -connection valve to allow for an alternate emergency bypass pump arrangement. • Pump installation for redundancy: Need one more pump for redundancy on the recirculation pump. Having redundancy provides better stewardship of potable water. • Equipment to lift pumps: Jib Crane - recommended by pump manufacturer. Need something like power jack to lift pumps.
Justification/Consequence
Early maintenance of mechanical wear can prevent further degradation and increase site safety.
Project Delivery
In-house services, and as -needed Contractor Services.
P-31002-003 Minor Structural Rehabilitation
Background
During the October 2021 site assessment, several locations of minor structural wear were identified and noted throughout AHLS. The structural wear was indicative of typical concrete and sealing degradation and improvement of structural condition of AHLS.
Description
Perform minor structural maintenance throughout AHLS, including:
• Build enclosure for generator switch near the odor control equipment • Build enclosure/wall for SDG&E cabinet
• Install inspection hatch on wet well: Modify wet well roof hatch to provide inspection hatch to allow for easy inspection and atmospheric monitoring without the need to remove the entire panel/ hatch and eliminate need for fall protection. • Acquire platforms: Grid system or ladder for media filter. Personnel need to get in filter, so there is a need for a platform to be able to walk on it. • Acquire quick -connect adapters: Provide several quick -connect adapters for hose bibs.
Looking for quick connect fittings on hose bibs
• Installing sunshade: A sunshade or cover to stop vegetation growth • Installing skylight hatch protection: Protection for skylights and hatch • Modify roof drain outlet locations: Roof drains are going to stormwater basin. If something leaks on the roof, personnel will not be aware of it until they visit the station next time.
• Building ramp over fuel piping: Fuel piping needs a ramp to allow stepping over Justification/Consequence
Early maintenance of structural wear can prevent further degradation and increase site safety. 09/23/2025
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Project Delivery
In-house services, and as -needed Contractor Services.
FY2023 R -CAMP Report
P-31002-004 SCADA Migration
Background
EWPCF is migrating to a new supervisory control and data acquisition (SCADA) platform, and each of the remote facilities will also need to migrate to the new SCADA system for improved control and monitoring.
Description
Perform SCADA migration system for AHLS, including:
• SCADA migration
• Programming the bubbler pump Controls
• Generators disconnect switch: Integration of generator "not in auto" alarm to SCADA if any condition prevents generator from starting automatically (breaker open, switch not in auto)
Timing will be coordinated with Owner's D/B effort.
Justification/Consequence
Improved control and monitoring.
Project Delivery
EWA's Programmatic SCADA Integrator.
P-31002-005 Site Safety Improvement
Background
During the October 2021 site assessment, items and locations where safety can be improved were identified and noted throughout AHLS.
Description
Improve site safety tasks for AHLS, including:
• Installation of cellular signal booster: There is no cellular phone reception inside of the AHLS building. It is a critical safety concern to ensure that cellular phones and GPS systems work inside the building. Installing a booster system to ensure that cellular signals are achievable everywhere within the building. This needs to be compatible with the Blackline Safety Loner system
• Installing battery powered emergency lights: Install battery powered emergency lighting in pump room, motor room, generator room, and MCC
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• Installing lockout devices for valves: Purchase lockout devices (application specific) in sufficient quantity to lock out wheel valves and ball valves throughout facility • Budgeting for annual acquisition of safety items
• Installing multiaccess locking (with Owners' permission): Modify the north access bridge gates to allow for multiple agency locks to be used and accessed from either side of the gates. The chain and locks in place now are only accessible from one side of the gate, making access to bridge difficult. Bridge access is used for emergency response if NRG route is inaccessible
Justification/Consequence
Increased site safety and regulatory conformance.
Project Delivery
In-house services, and as -needed Contractor Services.
P-31002-006 Spare Grinder Replacement
Background
Based on the February 2022 meeting with EWA staff, grinder replacement was identified and noted as a onetime action for AHLS.
Description
Replacing spare grinder for AHLS.
Justification/Consequence
Increased site safety and regulatory conformance.
Project Delivery
In-house services.
P -31002 -Recurring Grinder Rebuild
Background
The facility grinders require regular maintenance. This project addresses required maintenance and associated grinder rebuilds.
Description
Conduct required maintenance and associated grinder rebuilds.
Justification/Consequence
Maintenance increases the reliability of the equipment.
Project Delivery
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In-house services.
FY2023 R -CAMP Report
P -31002 -Recurring Sewage Pump and Motor Rebuild
Background
The sewage pumps and motors require regular maintenance. This project addresses required maintenance and associated pump and motor rebuilds.
Description
Conduct required maintenance and associated pump and motor rebuilds.
Justification/Consequence
Maintenance increases the reliability of the equipment.
Project Delivery
In-house services.
P -31002 -Recurring Integration Assistance
Background
This project addresses the integration of facility systems.
Description
Complete system integration as required.
Justification/Consequence
Programmatic SCADA Integrator Services.
Project Delivery
In-house services.
P -31002 -Recurring Unplanned Minor Rehabilitation
Background
The facilities require various types of maintenance and minor improvements as they age. This project enables EWA staff to provide maintenance and repair services for unforeseen items at all remote facilities.
Description
Conduct maintenance as required.
Justification/Consequence
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Maintenance increases the reliability of the equipment.
Project Delivery
In-house services.
FY2023 R -CAMP Report
P -31002 -Recurring Coatings and Paintings
Background
This project addresses required painting and coating noted through condition assessments or staff observation.
Description
Painting and coating of the facility.
Justification/Consequence
Painting and coating equipment provide protection and increases the reliability of the equipment.
Project Delivery
In-house services, or EWA's As Needed Coating Contractor.
P -31002 -Recurring VFD Repairs
Background
The VFDs require regular maintenance. This project addresses required maintenance and VFD repairs.
Description
Conduct required maintenance and associated VFD repairs.
Justification/Consequence
Maintenance increases the reliability of the equipment.
Project Delivery
In-house services.
ES -31002 -Recurring R -CAMP Update
Background
The plan is to update the R -CAMP report for all remote facilities bi-annually. This project helps track the status of projects associated with AHLS.
Description
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Develop report for the projects associated with AHLS.
FY2023 R -CAMP Report
Justification/Consequence
R -CAMP report increases reliability and mitigates the risk for the facility.
5.4.2. Owners Projects
P-9.2.001 Incompatible Metals
This project has currently been identified as a study. Information on this study can be found in Section 4 (S-9.3.001).
P-9.2.002 Pump Station D/B Improvement
Background
During the October 2021 site assessment, tasks associated with addressing deficiencies from construction were identified and noted. This effort has already been authorized by Owners and is underway. Since R -CAMP is a comprehensive approach for project identification and project evaluation, the projects identified during R -CAMP development process and authorized by Owners during the process are included in this report.
Description
Tasks associated with addressing deficiencies from construction.
Justification/Consequence
Improving the construction quality can prevent early aging, deterioration, and degradation of structures.
Project Delivery
RFP-Contract.
P-9.2.Recurring Landscaping
Background
The landscaping design is intended to prevent the spread of wildfire, not attract vectors, and improve aesthetics.
Description
• Routine landscaping
Justification/Consequence
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Remove landscaping within the station fence line will prevent the spread of wildfire and vectors and improve aesthetics and increases site safety.
Project Delivery
RFP-Contract.
5.5. CARLSBAD WATER RECYCLING FACILITY PROJECTS
5.5.1. EWA Projects
P-38002-005 Minor Structural Rehabilitation
Background
During the October 2021 condition assessment, several locations of minor structural wear were identified and noted throughout CWRF. The structural wear was indicative of typical concrete and sealing degradation and improvement of structural condition of CWRF.
Description
Perform minor structural maintenance throughout CWRF, including:
• Minor crack repair
• Concrete stain removal: Remove concrete stains at locations such as: GMF below stairs, MF compressor pad, MF system slab, RO CIP tank, RWPS compressor pad, CPS/ SEEPS equipment pads
• Corrosion on the shade structures
• Exposed anchor bolts: Repair or replace exposed anchor bolts at locations such as:
GMF platform, Recycled Water Storage Compartment north facing wall • Standing water evaluation: Evaluate locations of standing water and repair as necessary at locations such as: the chemical delivery zone, RWPS electrical room, UF system slab
• Remove storage basin south wall: remove storage basin south wall at end of catwalk to allow access from both directions. It can be done at the same time as pipe rehabilitation as the pipe will need to be modified once the wall is removed • Install steps between containments: Install steps between the Polymer/ Alum containment and UF bulk chemical storage area for easier access.
Justification/Consequence
Early maintenance of structural wear can prevent further degradation and increase site safety.
Project Delivery
In-house services, and as -needed Contractor Services.
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P-38002-008 Miscellaneous Service Request
Background
The October 2021 condition assessment indicated a variety of maintenance tasks recommended for CWRF associated with equipment inaccessibility and minor deficiencies.
Description
Identify and perform service requests, on an annual basis, to address miscellaneous minor deficiencies noted during the site assessment, including, but not limited to, the items listed below:
• AIT-0917 wire removal and capping: Analyzer AIT-0917 has been removed at the MF system. However, the power wiring is not capped with wire nuts. It is recommended to remove the existing wiring to the nearest junction box and cap with wire nuts • West canopy roof panels removal and replacement: Corrosion was noted at the west canopy roof panels. It is recommended to remove and replace the corroded panels • RIO panel condition assessment: The UF Train 3 remote input output panel has been repeatedly exposed to moisture. It is recommended to open the panel and assess its condition
Justification/Consequence
Completion of the above -mentioned tasks are recommended to promote the longevity of the specified equipment, increase safety, and improve the treatment process at CWRF.
Project Delivery
In-house services.
P-38002-010 Minor EI&C Rehabilitation
Background
During the October 2021 condition assessment, several locations of potential electrical and instrumentational deficiencies were noted throughout CWRF. The deficiencies were indicative of deterioration due to age. The assessment includes recommended improvements for additional control redundancy and improved safety through testing plans and additional equipment monitoring.
Description
Perform minor EI&C maintenance throughout CWRF, including:
• Analyzer replacement: Replace chlorine analyzers as they have become unreliable • Sunshade replacement: The OF system air scour lines are becoming brittle due to sunlight (UV light) bypassing the UF area structure sunshade. Consider sunshade modification, tubing or budget for replacement of all UF system plastic tubing on a regular cycle or as needed
• Convert electrical boxes to stainless steel: Replace all plastic electrical boxes with stainless steel enclosures
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• Level monitoring equipment on flow junction box: Install level monitoring equipment in the flow junction box near the generator to alarm if level high • Level monitoring equipment on smaller tanks: Add level transmitter on smaller tanks • Install sample pump: Probes for chlorine concentration not accurate. Add permanent sample pumps for continued measurement for front and mid-CCT analyzers (both CCTs)
Justification/Consequence
Early maintenance of EI&C wear can prevent further degradation and increase site safety.
Project Delivery
In-house services, and as -needed Contractor Services.
P-38002-011 Minor Mechanical Rehabilitation
Background
During the October 2021 condition assessment, several minor mechanical tasks were identified and noted throughout CWRF. Tasks were associated with wear due to age or operational accessibility and recommended improvements to encourage equipment longevity and the station performance.
Description
Perform minor mechanical maintenance throughout CWRF, including:
• Motor rehabilitation: Chlorine Injector Mixer/CCT (M-1001-1) - Loud noise is produced by the motor when operating. It appears to be an operational issue • High -line reclaimed water to front yard: Install a high -line reclaimed water supply to the front yard
• Demolition of obsolete items, such as the thickening system: Demolish obsolete equipment and equipment labeled "out of service", including the thickening system • Replace air scour piping: Air scour piping - Sign of severe corrosion on pipe body, welding and connection lines along the pipeline
• Install solenoid valves: Install solenoid valves on the air supply to the GMF air lift manifold and programming to GMF influent trough valves to allow the air supply and influent valves work together to allow air supply to stop when the filter influent valve is closed to prevent dirty sand from cycling and increasing the time needed to flush the unit. Solenoid plumbing and wiring have been completed; however, EWA is awaiting completion of programming to make it fully functional.
• Replace UV damaged air scour lines: The UF system air scour lines are becoming brittle due to sunlight (UV light) bypassing the UF area structure sunshade • Install piping to hypochlorite system: Re -pipe hypo system to add redundancy between hypo feed pump system (GMF to CCT, CCT to GMF). This task is completed during R -CAMP process
• Install sluice gate: Add sluice gate to North side CCT to provide isolation of basin for maintenance
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• Modify sump pump discharge: Modify sump pumps in chemical areas (other than hypo) to discharge away from street and return discharge to EWPCF • Install additional containment for chemical storage and splashes: Add a containment area adjacent to the sodium hypochlorite pit to allow for use of sodium hypochlorite to be used as a redundant means of supply. Modify piping to hypo pump feed line to allow for tie-in of a redundant supply to the system. Consider using the threshold inhibitor tank area (remove tank) or sulfuric acid containment area (remove unused equipment)
• Install funnel skimmer: Add a funnel type skimmer on CCT • Pipe installation: Replace pipe around basins. Pipes around the basin leak • Drain installation: There is need for a drain addition so that have the drains back to the treatment citric acid, Sodium Hypo, and Sodium Bisulfite • Chemical pipe replacement: Many of the chemical pipe are leaking at joints. The chemical piping needs to be replaced.
Justification/Consequence
Early maintenance of mechanical wear can prevent further degradation and increase site safety.
Project Delivery
In-house services, and as -needed Contractor Services.
P-38002-012 Site Safety Improvements
Background
During the October 2021 condition assessment, items and locations where safety can be improved were identified and noted throughout CWRF.
Description
Improve site safety tasks for CWRF, including:
• Handrail improvements: Add handrail along wall side of stairs and along guardrail side from poly/alum pit to UF CIP chemical tanks area
• Install lockout switches for cabinets: Investigate methods and install lockout switches for UF air solenoids cabinets to allow for locking out of specific equipment rather than only closing the air supply to the entire air card cabinet. It may be better accommodated by providing the ability to isolate individual air supply from each card to individual valves. • Install davit arm: Install davit arm at storage basins and CCT • Install a ladder and safety post: Install a ladder cage on the roof access ladder attached to the East side (plant side) of the admin building
• Lighting improvement of street & canopy behind the gates (inside the facility) Justification/Consequence
Increased site safety and regulatory conformance.
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Project Delivery
In-house services, and as -needed Contractor Services.
FY2023 R -CAMP Report
P -38002 -Recurring GMF Sand
Background
During the October 2021 condition assessment, it was noted that sand at GMF been partially replaced 6 years ago, and it is now planned to do full change of sand at GMF.
Description
Conduct required maintenance and associated improvements for GMF sand replacement.
Justification/Consequence
This project increases the reliability of the equipment.
Project Delivery
In-house services.
P -38002 -Recurring Integration Assistance
Background
This project addresses the integration of facility systems.
Description
Complete system integration as required.
Justification/Consequence
Programmatic SCADA Integrator Services.
Project Delivery
In-house services.
P -38002 -Recurring Unplanned Minor Rehabilitation
Background
The facilities require various types of maintenance and minor improvements as they age. This project enables EWA staff to provide maintenance and repair services for unforeseen items at all remote facilities.
Description
Conduct maintenance as required.
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Justification/Consequence
Maintenance increases the reliability of the equipment.
Project Delivery
In-house services.
FY2023 R -CAMP Report
P -38002 -Recurring Coatings and Paintings
Background
This project addresses required painting and coating noted through condition assessments or staff observation.
Description
Painting and coating of the facility.
Justification/Consequence
Painting and coating equipment provide protection and increases the reliability of the equipment.
Project Delivery
In-house services, or EWA's As Needed Coating Contractor.
P -38002 -Recurring VFD Repairs
Background
The VFDs require regular maintenance. This project addresses required maintenance and VFD repairs.
Description
Conduct required maintenance and associated VFD repairs.
Justification/Consequence
Maintenance increases the reliability of the equipment.
Project Delivery
In-house services.
ES -38002 -Recurring R -CAMP Update
Background
The plan is to update the R -CAMP report for all remote facilities bi-annually. This project helps track the status of projects associated with CWRF.
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Description
Develop report for the projects associated with CWRF.
FY2023 R -CAMP Report
Justification/Consequence
R -CAMP report increases reliability and mitigates the risk for the facility.
5.5.2. Owners Projects
P-9.5.005 Equalization Basin Water Quality
Background
This project was introduced as a recommended study in R -CAMP 2021. This facility is downstream of CWRF regulatory compliance points, but is uncovered, which increases the probability of recycled water quality issues related to algae growth, chlorine degradation and introduction of wind -transported debris into the stored recycled water. Summer months are the most susceptible to recycled water quality concerns.
Description
This project will reduce the risk of potential water quality issues within the Flow EQ Basin. The recommended option in Carlsbad Recycled Water Quality report is an Industrial Wet or Industrial Dry within the LG Sonic Industrial Line. Based on the dimensions of the Carlsbad Storage basins, installing a total of 2 Industrial West systems (one per basin) is suggested. For this project, the recommended option this report will be implemented.
Justification/Consequence
This project reduces the risk of potential future water quality issues.
Project Delivery
RFP-Contract.
P-9.5.008 RO Rehabilitation
This project has currently been identified as a study. Information on this study can be found in Section 4 (S-9.5.008).
P-9.5.009 MF Rehabilitation
This project has currently been identified as a study. Information on this study can be found in Section 4 (S-9.5.009).
P-9.5.010 GMF Bypass
This project has currently been identified as a study. Information on this study can be found in Section 4 (S-9.5.010).
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P-9.5.012 Operations and Adminstration Building Roof and HVAC Background
In April 2019, a few repairs were made to the Operations and Administration building roof. The roofing contractor identified that the Operations and Administration building roof may need to be replaced within approximately two years. During October 2021 condition assessment, it was identified and noted that a roof assessment by visual inspection should be performed for both the roof and HVAC system to determine recommended repairs. This project will implement the recommendations of the assessment which are yet to be determined.
Description
CWRF may be improved via the following project:
• Replace HVAC and repair roof
• Installing an air conditioner in the UPS room
• Installing eastside ladder cage
Justification/Consequence
This project increases the reliability and safety of the facility and mitigates the risk for the staff and facility.
Project Delivery
RFP-Contract.
P-9.5.013 Major Equipment CIP
Background
The October 2021 assessment identified and noted large facility component replacements or repairs required within the next 3-5 years. These repairs should be coordinated with future master plans and routinely reassessed. Results of studies noted within this R -CAMP should be considered for incorporation into this or other projects in the next R -CAMP cycle.
Description
CWRF may be improved via the following project:
• UF membrane replacement: The membranes at UF been installed in 2016 and their useful life is about 8-10 years so should be assessed and considered for replacement in 2024-2026
• Drainage/stormwater: As recommended by Carlsbad Engineer Keri Martinez and their storm water consultant (MOE), it would be desirable to add a trench drain along the south and western concrete slabs next to the open area to capture any hose down run off and direct it to the equalization basin (rat pit). Also, the storm water drain in close proximity to chemical areas should have the ability to be sealed off during chemical deliveries to avoid potential impacts from delivery leaks/ spills, and/or process overflows.
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This project needs to be coordination closely with Facility Level Assessment.
Justification/Consequence
Replacement of aged equipment will encourage station reliability and increase site safety.
Additional improvements will enhance facility robustness.
Project Delivery
RFP-Contract.
P-9.5.014 Access between CWRF and CPS
This project has currently been identified as a study. Information on this study can be found in Section 4 (S-9.5.014).
P-9.5.016 Facility Level Assessment
This project has currently been identified as a study. Information on this study can be found in Section 4 (S-9.5.016).
P-9.5.Recurring Landscaping
Background
The landscaping will help to prevent the spread of wildfire, reduce vectors and improve aesthetics.
Description
• Development of landscaping
• Routine landscaping
• Use of recycled water
Justification/Consequence
Remove landscaping within the station fence line will prevent the spread of wildfire and vectors and improve aesthetics and increases site safety.
Project Delivery
RFP-Contract.
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6. PROJECT EVALUATION AND PRIORITIZATION
After the R -CAMP projects have been identified, each project assigned to EWA and the Owners is individually evaluated, ranked, and scored based on a set of selected evaluation criteria. The projects are then prioritized using a comparison of project scores versus project costs. This section describes the process of evaluating and prioritizing projects which is a step towards development of a project schedule and cash flow.
6.1. EVALUATION CRITERIA
The six evaluation criteria for evaluating projects are listed and defined below.
1. Safety — This criterion assesses improvements required to maintain a safe working environment for EWA personnel and visitors as well as the impact that a project will have on the risk of an accident occurring.
2. Regulatory Compliance — This criterion assesses the ability of a project to impact compliance with current and/or anticipated regulatory requirements.
3. Reliability — This criterion assesses the timeframe in which existing assets related to a project will reach the end of their useful life and the potential consequence of the assets reaching the end of their useful life before replacement or rehabilitation.
4. Public and EWA Impacts — This criterion assesses the impact that a project will have on sound levels, appearance (sight), and traffic levels to EWA and the public at the remote sites.
5. Energy Efficiency — This criterion assesses the energy effectiveness and benefits of implementing a project through a reduction in energy usage and increase in energy self- sufficiency.
6. Organizational Efficiency — This criterion assesses the ability of a project to impact EWA's capacity to manage resources, achieve goals, and create a positive working environment for personnel.
The six evaluation criteria have been assigned a criticality factor from 1 to 6 with 1 representing the lowest level of importance and 6 representing the highest. Each criticality factor has been uniquely assigned to each evaluation criteria. The assigned criticality factors stay with their corresponding evaluation criteria throughout the project evaluation process. The criticality factor assigned to an evaluation criterion reflects the relative level of importance of each criterion. Table 6-1 provides the evaluation criteria and their assigned criticality factors. 09/23/2025
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Table 6-1: Evaluation Criteria
Evaluation Criteria Criticality Factor
Safety 6
Regulatory Compliance 5
Reliability 4
Public and EWA Impacts 3
Energy Efficiency 2
Organizational Efficiency 1
6.2. IMPACT FACTORS
Each project has been assigned an impact factor across each of the six defined evaluation criteria from 0 to 5. An impact factor of 0 represents the lowest (minimum) factor and 5 represents the highest (maximum) factor. The impact factors provide a relative comparison of each project's ability to satisfy each of the defined evaluation criteria. Table 6-2 provides the parameters that were used for assigning impact factors to projects against the evaluation criteria.
6.3. EVALUATION SCORING RESULTS
The impact factors assigned to a project for each evaluation criteria are then multiplied by the criticality factor of the evaluation criteria to calculate criteria scores as seen in the formula below.
Criteria Score = Criticality Factor x Impact Factor
The six criteria scores are then summed to determine the evaluation score for each project. The scoring results for FY2023 R -CAMP projects are provided in Table 6-3 through Table 6-12 by ascending project number and by descending score according to project responsibility designation.
These scoring results demonstrate the overall beneficial impact to the EWA organization in meeting its mission, goals and objectives.
Projects in the R -CAMP may either need to be funded and initiated or may have already been initiated but still require more funding. Projects that have already been initiated but still require more funding are not scored in the R -CAMP since they have previously been selected for implementation. Projects that are reoccurring, such as on an annual basis, need to be funded and initiated each time they are scheduled to occur. Condition assessments, engineering services, special studies, and other services are not scored.
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Table 6-2: Project Impact Factor Parameters
E valuation Criteria
Safety
Reg ulatory
Compliance
Reliability
Public and EWA
Impacts
Energy Efficiency
Organizatio nal
Efficiency
5 4
Significant
improveme nts to safe
working conditions
and/o r reduction in risk
of an accident
occurrin g
Major improvements to
safe working conditions
and/or redu ction in risk
of an accident
occurrin g
Significant be neficial
impact to complying
with c urrent and/or
future regulatory
requireme nts
Major beneficial impact
to complyi ng with
curre nt and/or future
regulatory requirements
Asset e nd of useful life
is imminent and h as
significa nt/major
consequences if
reached
Asset end of useful life
is nearing and has
significa nt/major
consequences if
reached
Sig nificant beneficial
imp act to sound le vels,
appearance, a nd/or traffic
levels at and beyond the
facility.
Major be neficial impact
to sou nd le vels,
appearance, and/or traffic
le vels at and beyond the
facility.
Significa nt reduction in
e nergy usage and
i ncrease in self-
sufficiency
Major reductio n in
e nergy usage a nd
increase in self-
sufficiency
Significant beneficial
impacts to resource
management, achieving
g oals, and creating a
positive working
environment
Major beneficial
impacts to resource
manageme nt, achieving
g oals, and cre ati ng a
positive working
e nvironment
Moderate beneficial
impacts to res ource
ma nageme nt, achievi ng
g oals, a nd creating a
positi ve working
e nvironment
Minor beneficial
impacts to resource
management, achieving
go als, and creating a
positi ve working
environment
3 2
Moderate
improv emen ts to safe
workin g conditions
an d/or reductio n in risk
of an accident
occurring
Mino r improvements to
safe workin g con dition s
and/or reduction in risk
of an accident
occurring
Moderate beneficial
impact to complying
with current and/or
futu re regu la tory
requirements
Minor beneficial
impact to complying
with curren t an d/o r
future regu la tory
requiremen ts
Asset end of useful life
is imminent and has
moderate/minor
consequences if
reached
Asset end of usef ul life
is n earing and has
mo derate/minor
consequences if
reached
Moderate beneficial
imp act to sound levels,
appeara nce, and/or traffic
levels at and beyo nd the
facility.
Min or beneficial impact
to sou nd le vels,
appearance, and/ or traffic
levels at and beyond the
facility.
M oderate red uction in
energy usage and
increase in self-
sufficiency
Minor red uction in
energy usage a nd
increase in self-
sufficiency
1 0
Insignifica nt
improvemen ts to safe
working con ditio ns
and/or reductio n in risk
of an acciden t
occu rring
No improve men ts to
safe working con ditions
and/or redu ction in risk
of an acciden t
occu rrin g
Insignificant ben eficial
impact to complying
with curren t and/or
fu ture regu la tory
requ irements
No beneficial impac t to
complying with current
and/or future regulatory
requirements
Asset end of useful life
is far-off an d has minor
or greater consequences
if reached
Asset en d of useful life
is far-off and has
insign ificant/no
consequences if
reached
Insignifica nt be neficial
impact to sou nd levels,
appearance, a nd/or traffic
levels at and beyo nd the
facility.
Insig nific ant reduction
in e nergy usage and
increase in self-
s ufficiency
No ben eficial impact to No reduction in energy
sou nd lev els, appeara nce, usage and i ncrease in
an d/or traffic levels at and self-sufficiency
beyond the facility.
Insignific ant beneficial
impacts to resource
manageme nt, achieving
g oals, and creating a
positi ve working
e nvironment
No be neficial impacts
to resource
management, achieving
g oals, and creating a
positive working
envir onment
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Table 6-3: BCPS Project Scori ng — Descending Score
Safety Reg ulatory Reliability Public a nd E nergy Organizational Capital Project Lead Agency Compli ance EWA Impacts Efficiency Efficie ncy 6 5
4 3 2 1
Total Total Estimated
Score Cost
Mechanical Modifications
P-9. 4.009 (formerly Modify Discharge Owner 2 3
Valve Installation )
5 1 0 4
P/S-9.4. 008 Bypass study Owner 2 3 3 1 0
P-37002-005 Site Safety Impro vements EWA 4 3 1 0 0
P-9.4.005 Scum an d FOG Abatemen t Owner 4 0 1 2 2
P-37002-002 Mino r Mechanical EWA 2 2 3 1 2
Rehabilitation
4 1
5 2
54 $ 797,000
46 $ 25,000
44 $ 29,000
43 $ 521,000
43 $ 14,000
P-37002-001 Minor EI& C Rehabilitation EWA 3 2
3 0 0 2
42 $ 89,000
P-9.4. 004 Major Equipment CIP Owner 2 2 2 2 1 2 40 $ 805,000 P-37002-004 SCA DA Migration EWA 1 1 4 3 0 4 40 $ 58,000 P-37002-006 Structural Improvements EWA 3 0 3 2 0 3 39 $ 8,000 P-37002-003 Minor Structu ral EWA 2 0 3 3 0 3 36 $ 73,000 Rehabilitation
P-9.4. 006 Site Security Improvements O wn er 2 0
3 3 0 2
35 $ 62,000
P-9.4. 007
Civ il Improvement Owner 4 0 0 1 0 0 27 $ 240,000
1. Recurring projects are not scored
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T able 6-4: BCPS Pr oject Scoring — Ascending Project Number S afety Regulatory Reliability Public and E nergy O rgani zati onal Capital Project Lead Age ncy Compliance EWA Impacts Efficiency Efficiency T otal Tot al Estimated Score Cost
6 5
4 3 2 1
P-37002-001 Mino r EI&C Rehabilitation EWA 3 2
P-37002-002 Min or Mechanical EWA 2 2
Rehabilitation
3 0 0 2 42 $ 89,000
3 1 2 2 43 $ 14,000
P-37002-003
Mino r Stru ctural
Rehabilitation
EWA 2 0
3 3 0 3
36 $ 73,000
P-37002-004 SCADA Migration EWA 1 1 4 3 0 4 40 $ 58,000 P-37002-005 Site Safety Improv ements EWA 4 3 1 0 0 1 44 $ 29,000 P-37002-006 Structural Improvements EW A 3 0 3 2 0 3 39 $ 8,000 P-9.4. 004 Major Equipment CIP Owner 2 2 2 2 1 2 40 $ 805 ,000 P-9.4.005 Scum and FOG A batement Owner 4 0 1 2 2 5 43 $ 521,000 P-9.4. 006 Site Secu rity Improvements Owner 2 0 3 3 0 2 35 $ 62,000 P-9. 4.007 Civil Improvement Owner 4 0 0 1 0 0 27 $ 240,000 P/S-9.4. 008 Bypass study
Owner
2 3
3 1 0 4
46 $ 25,000
Mechanical Modifications
P-9.4.009 (Formerly Modify D ischarge Owner 2 3
Valve In stallation)
1. Recurring projects are not scored
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5 1 0 4
54 $ 797,000
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FY2023 R -CAMP Report
Table 6-5: RBPS Project Scoring — Descending Score
Safety Regulatory Reliability Public and E nergy Organiz ati onal Capital Project Le ad Agency Compliance EWA Impacts Efficiency Efficiency 6 5
4 3 2 1
Total Total Estimated
Score Cost
P-39002-005
P-9.1.010
Site Safety Improvements
Scum and FOG A batement
Project
EWA 4 3
Owner 4 0
1 0 0 4
1 2 2 5
47 $ 13,000
43 $ 486000
S/P-9. 1.006 Contain ment Basin Repair Owner 0 5 3 1 0 3 43 $ 50,000 P-39002-004 SCA DA Migration EWA 1 1 4 3 0 4 40 $ 58,000 P-9.1.011 Site Security Improvements Owner 3 0 3 2 0 3 39 $ 383,000 n P-9.1.008 Major Equipment CIP Own er 1 2 2 2 2 2 36 $ 103,000 al P-39002-003 Minor Structural EWA 2 0 3 3 0 3 36 $ 14,000 Rehabilitation
P-39002-001
P-39002-002
Mino r EI&C Rehabilitation
Minor Mechanical
Rehabilitation
EWA 2 2
EWA 2 2
2 0 0 2 32 $ 72,000
2 0 0 2 32 $ 22,000
S/P-9. 1.009
Pump Station Resilien cy Owner 2 0 2 2
0 1
27 $ 27,000
1. Recurring projects are not scored
Z L I, I, 40 8L6 abed
6-6
9Z0Z/£Z/60
Hazen
Project No.
FY2023 R -CAMP Report
Table 6-6: RBPS Project Scori ng — Ascending Project N umber Safety Regulatory Reliability P ublic and Energy Organi zati onal Capital Project Lead Agency Compliance EWA Impacts Efficie ncy Efficiency 6 5 4 3 2 1
Total Total Estimated
Score Cost
P-39002-001
P-39002-002
Minor EI&C Rehabilitati on
Mino r Mechanical
Rehabilitation
EWA 2 2
EWA 2 2
2 0 0 2 32 $ 72,000
2 0 0 2 32 $ 22,000
P-39002-003
Minor Structural
R ehabilitation
EW A 2 0
3 3 0 3
36 $ 14,000
P-39002-004 SCA DA Migration EWA 1 1 4 3 0 4 40 $ 58,000 P-39002-005 Site Safety Improvements EWA 4 3 1 0 0 4 47 $ 13,000 S/P-9. 1.006 Con tainment Basin Repair Ow ner 0 5 3 1 0 3 43 $ 50,000 P-9.1.008 Major Equipment CIP Owner 1 2 2 2 2 2 36 $ 103,000 S/P-9. 1. 009 Pu mp Station Resiliency Owner 2 0 2 2 0 1 27 $ 27,000 Scum and FOG Abatement
P-9.1.010 Project Owner 4 0 1 2 2 5 43 $ 486,000
Col] P-9.1.011 Site Security Improvements Owner 3 0 3 2 0 3 39 $ 383,000
1. Recu rring projects are not scored
Z L I, I, 40 6L6 abed
6-7
9Z0Z/£Z/60
Hazen
Project No.
Table 6-7: BVPS Project Scoring — Descending Score
Capital Project Lead Age ncy
Safety Reg ulatory Reliability Public and
Compliance EWA Impacts
FY2023 R -CAMP Report
Energy Organizatio nal
Efficie ncy Efficie ncy
6 5
4 3 2 1
T otal
Sc ore
Total
Estimated
Cost
S/P-9. 3.010
Facility -Lev el Alternative Analysis
(Formerly known as Relocation
Feasibility)
P-32002-005 Site Safety Improvements
P-9. 3. 009 Site Security Improvemen ts
S/P-93. 008 Major Equipment CIP
P-32002-004 SCADA Migration
Owner
1 3 4
3 2 2 52 $ 250,000
EWA 4 3 1 0 0 4 47 $ 90,000
Owner 4 0 3 2 0 3 45 $ 193,000
Owner 2 1 3 2 2 2 41 $ 2,261,000
EWA 1 1 4 3 0 4 40 $ 58,000
CJI P-32002-001 Mino r EI&C R ehabilitatio n EWA 3 2 2 0 0 2 38 $ 161,000 P-32002-006 Structural Improvements EWA 3 0 3 2 0 3 39 $ 15,000 P-32002-003 Minor Structura l Rehabilita tion EWA 2 0 3 3 0 3 36 $ 187,000 P-32002-002 Minor Mechanical R ehabilitation EWA 2 2 2 0 0 2 32 $ 63,000
1. R ecurring projects are not scored
Z L I, I, 40 086 abed
6-8
9Z0Z/£Z/60
Hazen
Table 6-8: B VPS Project Scoring — Ascending Project N umber Safety Reg ulatory
Project No. Capital Project Lead Agency Compli ance
FY2023 R -CAMP Report
Reliability Public a nd E nergy Organizatio nal
EWA Impacts Efficiency Efficie ncy
6 5
4 3 2 1
Total Total Estimated
Score Cost
P-32002-001
P-32002-002
Minor EI&C Rehabilitati on
Minor Mechanical
R ehabilitation
EWA 3 2
EWA 2 2
2 0 0 2
2 0 0 2
38 $ 161,000
32 $ 63,000
P-32002-003 Mino r Stru ctural EW A 2 0 3 3 0 3 36 $ 187,000 R ehabilitation
P-32002-004 SCADA Migration EWA 1 1 4 3 0 4 40 $ 58,000 P-32002-005 Site Safety Improvements EWA 4 3 1 0 0 4 47 $ 90,000 P-32002-006 Structural Improvements EWA 3 0 3 2 0 3 39 $ 15,000 S/P-9. 3.008 Major Equipmen t CIP Owner 2 1 3 2 2 2 41 $ 2,261,000 P-9.3.009 Site Security Improvemen ts Owner 4 0 3 2 0 3 45 $ 193,000 Facility -Level Alternative
S/P-9.3. 010 Analysis (Formerly known Owner 1 3 4 3 2 2 52 $ 250,000 as Relocation Feasibility)
1. Recurrin g projects are not scored
Z L 1, I. 4o X86 abed
6-9
9Z0Z/£Z/60
Hazen
Project No.
T able 6-9: AHLS Pr oject Scori ng — Descending Score
Ca pital Project Lead Agency
Safety
Regulat ory
Compliance
FY2023 R -CAMP Report
Reliability Public and Energy Organiz ational
EWA Impacts Efficie ncy Efficie ncy
6 5
4 3
2 1
Total
Sc ore
Total
Estim ated
Cost
P-9.2.002
Pump Station D/B
Im Dro vement2
Owner 3 3 3
2 0
1 52 $ 6,000,000
P-31002-6 R eplace Spare Grinder EWA 4 3 1 0 0 4 47 $ 80,000 P-31002-5 Site Safety Improvements EWA 4 3 1 0 0 4 47 $ 133,000 P-31002-2 Mino r Mechanical EWA 2 2 4 1 0 2 43 $ 25,000 Rehabilitation
P-31002-4 SCA DA Migration
EWA 1 1 4
3 0
4 40 $ 60,000
P-31002-3
Minor Structu ral
R ehabilitation
EWA 2 0 3
3 0
3 36 $ 119,000
P-31002-1 Minor EI&C R ehabilitation EWA 2 2
2 0 0 2
32 $ 189,000
S/P-9.2.001 Incompatible Metals Own er 0 0
3 0 0 1
13 $ 25,000
1. Recurring projects are not scored
2. Pump Station D/B Improv ement is already budgeted for P-0 .2 .002 pr oject and it starts in April 2022 Z L I, I, 40 Z86 abed
6-10
9Z0Z/£Z/60
Hazen
Project No.
Table 6-10: AHLS Project Sco ring — Ascending Project Number Capital Project Lead Agency
Safety
Regulatory
Compliance
FY2023 R -CAMP Re Dort
Reliability P ublic and E nergy Organizatio nal
EWA Impacts Efficiency Efficie ncy
6 5 4 3 2 1
Total
Score
Tot al
Estimated
Cost
P-31002-1
P-31002-2
Min or EI&C Rehabilitation
Minor Mechanical
R eha bilitation
EWA 2 2
EWA 2 2
2 0
4 1
0 2 32 $ 189,000
0 2 43 $ 25,000
P-31002-3
Minor Structural
R ehabilitation
EW A 2 0 3
3 0 3 36 $ 119,000
P-31002-4 SCAD A Migration EWA 1 1 4 3 0 4 40 $ 60,000
P-31002-5 Site Safety Improvements EWA 4 3 1 0 0 4 47 $ 133,000 P-31002-6 Replace Spare G rin der EWA 4 3 1 0 0 4 47 $ 80,000 S/P-9.2.001 Inc ompatible Metals Owner 0 0 3 0 0 1 13 $ 25,000 Pump Station D /B
P-9. 2.002 Own er 3 3 3 2 0 1 52 $ 6,000,000
Improvemen t
1. Recurring projects are not scored
2. Pump Station D/B Improvement is already budgeted for P-0.2.002 project and it starts in April 2022 Z I. I, I, 40 £86 abed
6-11
9Z0Z/£Z/60
Hazen
Project No.
Capital Project
FY2023 R -CAMP Report
Table 6-11: CWRF Project Scori ng — Descending Score
Safety Reg ulatory Reliability Public and Energy Orga nizational Lead Agency Compliance EWA Impacts Efficiency Efficiency 6 5
4 3 2 1
Tot al Total Estimated
Score Cost
P-38002-012
P-9.5.012
Site Safety Improvements
Operation s an d
Administration Building
Roof and HV AC
Minor Structural
Rehabilitation
Miscellaneous Serv ice
R equests
Minor EI&C Rehabilitation EWA 2 2 2 0 0 2 32 $ 262,000
Minor Mechanical EWA 2 2 2 0 0 2 32 $ 668,000
R ehabilitation
EWA 4 3
Owner
3 0
1 0 0 4
4 1 0 2
47 $ 168,000
39 $ 428,000
P-38002-005
EWA 2 0
3 3 0 3
36 $ 35,000
P-38002-008
P-38002-010
P-38002-011
EWA 2 0 3 3 0 2 35 $ 13,000
P - 9. 5.013
Major Equipment CIP Owner 0 3 2 1 1 1 29 $ 2,000,000
S/P-9. 5. 010
S/P-38002-004
S/P 9.5. 014
GMF Bypass
Clean -in -Pla ce Chemical
Optimization
A ccess between CWRF an d
CPS
Owner
Owner
Owner
0 3 2 0 1
0 0 3 3 2
2 0
2 2
0 3 0 3
27 $ 27,000
27 $ 27,000
24 $ 25,000
Z L I, I, 40 1786 abed
SIP - 9.5. 016
P-9.5.005
S/P-9.5. 008
S/P-9.5. 009
Facility Level Assessment
Equalization Basin Water
Quality
RO Rehabilitation Owner 0 1 0 0 0 2 7 $ 27,000
Owner
Owner
0 2 2 0 1 2 22 $ 100,000
0 0 0 4 0 1 13 $ 28,000
MF Rehabilitation O wner 0 0 0 0 0 2 2 $ 27,000
1. Recu rring projects are n ot scored
6-12
9Z0Z/£Z/60
Hazen
Project No . Capital Project
FY2023 R -CAMP Report
Table 6-12: CWRF Project Scoring — Ascending Project Number Safety Regulatory Reliability P ublic and Energy Organi zati onal Lead Agency Compliance EWA Impacts Efficie ncy Efficiency 6 5 4 3 2 1
Total Total Estimated
Score Cost
P-38002-005
Minor Structural
R ehabilitation
Miscellaneou s Service
R equests
Min or EI&C Rehabilitation
Mino r Mechanical
Rehabilitation
EWA 2
3 3 0 3
36 $ 35,000
P-38002-008
P-38002-010
P-38002-011
EWA 2 0
EWA 2 2
EWA 2 2
3 3 0 2
35 $ 13,000
2 0 0 2 32 $ 262,000
2 0 0 2 32 $ 668,000
P-38002-012
S/P-38002-004
Site Safety Impro vemen ts
Clean -in -Pla ce Chemical
Optimization
Equ alization Basin Water
Quality
RO R eha bilitation O wner 0 1 0 0 0 2 7 $ 27,000
MF Rehabilitation Owner 0 0 0 0 0 2 2 $ 27,000
GMF Bypass Owner 0 3 2 0 1 2 27 $ 27,000
Operations and
A dmin istration Building Own er 3 0 4 1 0 2 39 $ 428,000 Roof and HVAC
EWA 4 3
Owner
1 0 0 4
0 0 3
2 2
47 $ 168,000
27 $ 27,000
P-9. 5.005
S/P-9. 5. 008
S/P-9.5.009
S/P-9. 5. 010
P-9. 5.012
O wner
0 0
0 4 0 1
13 $ 28,000
P-9.5.013
S/P-9.5. 014
Major Equipment CIP
A ccess between CWR F and
CPS
O wn er
O wner
0 3 2 1 1 1 29 $ 2,000,000
2 0 0 3 0 3 24 $ 25,000
S/P-9. 5. 016 Facility Level Assessmen t
Owner
0 2
2 0 1 2
22 $ 100,000
1. R ecurrin g projects are not scored
ZLI,I,40996 @bed
6-13
Hazen
6.4. PROJECT PRIORITIZATION
FY2023 R -CAMP Report
The projects in the FY2023 R -CAMP are prioritized by taking into consideration the evaluation scoring results (organization impact) and costs, as illustrated in Figure 6-1 through Figure 6-5. Not all projects are provided on this figure due to their higher costs which impacts the scale of the figure. However, these projects are still evaluated and compared to the other projects in the R - CAMP. Through this comparison, projects may be assigned to one of the following four categories:
1. Low cost and high impact — Highest Priority Projects provide EWA with the highest organization impact relative to their cost. Due to their relatively lower costs such projects may be more readily implemented than projects requiring greater capital. These may constitute, "near -term" project priorities to be implemented quickly and efficiently.
2. High cost and high impact — Priority Projects are those projects that provide a high organization impact, but because of their relatively high cost, may require additional time to implement due to the complexities inherent in larger capital projects. These projects may garner the most attention in EWA's CIP.
3. Low cost and low impact — Mid -Priority Projects are those projects in which their relative low cost is matched by their relatively low organization impact. Such projects should be prioritized after addressing the above two categories of projects.
4. High cost and low impact — Low Priority Projects deliver relatively low organization impact relative to their cost and should be considered only after the above -listed categories of projects are addressed, or in combination with other projects (which may improve their cost/benefit).
The comparison of project costs and organization impact allows EWA to consider both costs and scoring results in prioritizing, funding, and scheduling its CIP. Since recurring projects are not scored, they are not shown here.
09/23/2025
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C5 Page 986 of 1112
SZOZ/EZ/60
ZI.11. 40 L86 06ed
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60 FY2023 R -CAMP Re Dort
P-37002-005,
site Safety
50 9-37002-001,
P-37002-002 (r.^ r r E @ .r_
Minor Mechanical . P-9.4.008, Bypass Stu(
-> L ow C ost and High Impact
40 ` P -370x72-004, SCADA Migration
a
L
O30
20 10
0 '-. 37002-0066,
Structural
9-37002-003, Minor
Structural Rehabilitation
9-9.4.009, Mechanical Modifications
S/P-9.4.005, Stun- _
Airararr-
High C ost and
High Impact
9-9.4006, Site Security Improvements
6 P-9.4.007, Civil Improvement
P 9.-1.004, Major Equipment CIF'
Lo w Co st and
Lo w Impact
H.gh Cost and
L ow Impact
$-
$200,000
$400,000 $600,000
Estimated Cost
Figure 6-1: BCPS Project Cost vs Organization Impact
$800,000 $1,000,000
6-15
SZOZ/EZ/60
Z L L L 40 886 abed
Hazen
60 55
50 45
40 i°
35 L
Q 30
25 20
15 10
5 0
M
FY2023 R -CAMP Re Dort
P-39002-005, Site Safety
Ernpravernents
F-9.1.010,
Scum ar.ri FOG
Abatement
M
S/P-9.1.046,
Cantairm-E-0r
E ..7-
Low Cost
and
High
High
C ost and
Impact
'-x9002-
*
High Impact
.e Minor
1,-..1.::11,
Sre `-ecurity Improvements
b
C 91
L
CiO ,' 1 cr Equipment IF'
P-39002-CICi,
PN1,inor EI&C
Ap
Re he tati cn
t
S/P- . 1. 1009
Pump Staton
Resiiiency
-39C1°2-002, "V1:nor
ecberfcal rehabilitation
Low Co st
Low Impact
and
High Cost and
L ow Impact
$100,000
$200,000 $300,000
Estimated Cost
Figure 6-2: RBPS Project Cost vs Organization Impact
$400,000 $500,000
6-16
SZOZ/EZ/60
Z L L L 40 686 a6ed
Hazen
50 FY2023 R -CAMP Report
45 P-320©2-006, Structural
Improvements
40 35
30 -
L
o 25
uI
20 -
15 -
10 -
5 0
P-32002-005; Site Saf e.';
improvements
P-9 3 .CCS, rv1ajor Equipment C'='?
4 ?-32002-004, SO DA hifigrat,on P-32002-001, Min or EI &C Rehabilitati on
L ow Cost and High Impact
P-. li -r r,,' i.C= P-32002-003, Minor 5 uJCLLjal
Rehabilitation Rehabilitation
High Cost and
High Impact
Lo w Co st and
Lo w Impact
HighC ost and
Low Impact
$-
$100,000
$ 200,000
Estimated Cost
NO TE: Pro ject VP -9.3.008 is not graphed due to higher co st (> $200,000). $300,000 $400,000
Figure 6-3: BVPS Project Cost vs Organization Impact
6-17
SZOZ/EZ/60
Z L L L 40 066 06ed
Hazen
60 55
50 45
40 �1 35
O - 30
4.1 tri
25 20
15 10
5 a
FY2023 R -CAMP Report
e
P -31002-E. Replace Spare Grinder
P-31002-5,Site 'Safety.nprcYiernerts
P-31002-2, l' Anor Mechanical
Low Cost and High Impact Rehabilitation
High Cost and High Impact
P-3_002-4, SCA,DA Migratiar '-3 an?-,, Minor Structural Re habilitation
Low Co st and Low Impact
High Cost a nd Low Imp act
$-
$50,000 $100,000
Estiumated Cost
NOTE: Project P-9.2,002 is no t graphed due to its higher co st (>$2,000.,000).
Figure 6-4: A HLS Project Cost vs Organization Impact
$150,000
6-18
SZOZ/EZ/60
ZI.11, J.o X66 abed
Hazen
50 45
40 35
30 GJ
O 25
20 15
10 5
0 FY2023 R -CAMP Report
-3850?-012. Site Safety Im prov ements
-'-'.3022-00_.
v
Minn
t ructaral Re- at,,i:. ,.
Cost and High Impact
4 P
9.5.11!, Operat5 oe; B udding Ro cf and HVet
High Cost and High impact
Low
Misce,':;..:
F-3£002-010,
4 Min or EI&C
Renabditati on
P-38002-011,
Minor Mechanical
Rehabilitati on
i
,38002-908,
.e R eci'-•-
J
S/P-9.5.010,
4 5/P
4 5/5-9. 5.014 ,
Skit Bypas s
in -Piece
di ocirel
O ptirr
lzeti on
-38002-H4, Clean
Accessbetween CWRF and CPS
4 3/P-95.016, Facility
Level Assessment
e
Equalization
Low Cost
and Low Impact
High C ost and L ow Impact
5-9.5. 005.
4 P-9.5.00°,
law,
Wete
Q uality
PO Rehabilitation
5/5-9.5. 029, Mt
E
Rehabilitation
$-
$100,000
$200,000
NOTE Projects P-9.5.013 is not graphe d due to higher cost (>$2,0©0,000). $300,000 $400,000
Estimated Cost
$500,000
Figure 6-5: CWR F Project Cost vs O rganization Impact
$600,000
$700,000
6-19
Hazen
FY2023 R -CAMP Report
7. RECOMMENDED PROJECT IMPLEMENTATION SCHEDULE AND
COST SUMMARY
7.1. IMPLEMENTATION SCHEDULE AND COST SUMMARY
The recommended project implementation schedule and cost summary is based upon the project evaluation and prioritization process presented in this R -CAMP. The implementation schedule and cost summary provide a breakdown of projects based on the year(s) they are assigned to. The recommended project implementation schedules for prioritized projects for FY2023 through FY2028 are presented as Figure 7-1: Recommended Implementation Schedule for Prioritized BCPS Projects through Figure 7-1 through Figure 7-5. The projected costs by fiscal year for prioritized projects are presented in Table 7-1 through Table 7-5. The capital improvement budgets for projects planned for execution over the next six years, FY2023 through FY2028, are summarized in Table 7-1 through Table 7-5 by category related to the facility.
7.2. WHAT'S NEXT
The recommended project implementation schedule and projected cost summary is provided to give EWA staff and Owners the information that can be leveraged during the budgeting process.
EWA staff and Owners can utilize this information as a decision -making roadmap in their upcoming budgeting process.
Every year the E -CAMP or R -CAMP is updated on an alternating basis. In Spring 2021, EWA updated the E -CAMP prior to the start of FY 2022. EWA will update it next in Spring 2023 prior to FY 2024. Then EWA will treturn to updating the R -CAMP in Spring 2024 prior to FY 2025, and so forth
Subsequent R -CAMPS will monitor and re-evaluate projects within and beyond the six -year implementation schedule provided in this R -CAMP, including incorporating recommendations from studies. Common themes of these projects that should continue to be evaluated and considered include:
• Rehabilitation and replacement of aging infrastructure • Facility expansion and coordination with Owner master planning efforts • Improvements to reduce impacts to the public and EWA (such as sound, appearance, and traffic)
• Efficiency optimization
• Future regulatory and industry trends
09/23/2025
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Project Numbers and Titl es
P-37002-001 Minor EI&C Rehabilitation
P-37002-002 Min or Medianicall Rehabilitation
P-37002-003 Minor Struc tural Rehabilitation
P-370432-004 SCA DA Migr ation
P-37002-005 Site Safety Improve ments
P-37002-006 Structu ral Improvement
P-37002 - Re cur ring Grinder Rebuild
P-37002 - Recurr ing Se wage Pump Rebuild
P-37002 - Re cu rrin g Sewage Pump Motor Reb uild
P-37002 - Rec urring Integratio n Assistance
P-37002- Rec urring Unplanne d Mino r Reha bilitation
P-37002 - Recurring Coatings and Paintin gs
P-3700 2 - Recurring VFD Re pairs
P-37002 - Recurrin g R -CA MP Update
FY2023
FY2024
FY2025
FY2026
FY2UZ7
F Y2023 R -CAMP Report
FY2028
BUS Pro jects - Own er
P-9. 4.004
P-9. 4.005
P-9.4.009
P-9.4.009
SfP-9.4.048
P-9.4.007
P-9.4 - Recurring
Major Equ ipmen t CI
Scum and FOG A batement
Site Secu rity Improveme nts
Mechanical Modification s {formerly Modify Discharge Va lve installation Bypass Study
Civ il Improvement
Landscaping
Figur e 7-1: Recommended Implementation Schedule for Prioriti zed BCPS Projects 7-2
Hazen
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Project N umbers and Titles
Table 7-1: Pr ojected Cost by Fiscal Year for Pri oriti zed B CPS Projects F Y2023
FY2024
FY2025
FY2026
FY2027
F Y2023 R -CAMP Report
FY2028
Tot al
(F Y23 - FY28)
BCPS Proje cts - EWA
$ 254,500 $
228,167 $ 238,667 $ 204,667 $ 180,500 $ 202 ,000 $ 1,308,500 P-37002-001
P-37002-002
P-37002-003
P-37002-004
P-37002-005
P-37002-006
P-37002 - Recurrin g
P -37002 - Recurring
P -37002 - Recurring
P -37002 -Recurring
P-37002 - Re curring
P -37002 -Re currin g
P-37002 - Re currin g
P-37002 - Re currin g
Minor FI& C Rehabilit atio n
Minor Mecha nical Rehabilitati on
Minor Structu ral Rehabilitati on
SCADA Migration
Site Safe ty Improvements
Structural Improveme nt
Grin der Rebuild
Se wage Pump Rebuild
Se wage Pump Moto r Rebuild
Integratio n A ssistance
Unplanne d Minor Re ha bilitatio n
Coatings and Paintings
VFD Repa irs
R -CAMP Update
30,000
7,000
30,000
7,000
36,500
54,000
15,000
36,500
25,000
25 ,000
58,000
29,000
49,000
28,000
6,500
16,000
9,000
6,000
16,000
2,667
49,000
28,000
6,500
16,000
9,000
5,000
16,000
21 ,500
2,667
49,000
28,090
5,500
16,000
9,000
6,000
16,000
2 ,667
49 ,000
28,00C
6,50C
16,000
9,000
6,000
16,000
21,500
25,009 $ 25 ,000 $ 189,000
25,000 $ 25 ,000 $ 104,090
$ - $ 73,000
$ $ 58,000
$ $ 29,000
$ $ 8,000
49,000 $ 49 ,000 $ 294,000
28,900 $ 28,000 $ 168,090
6,500 $ 6,500 $ 39,090
16,0 0(3 $ 16,000 $ 96,000
9,000 $ 9,000 $ 54,000
6,000 $ 6,000 $ 36,000
16,000 $ 16,000 $ 96,000
$ 21,500 $ 54,500
BCPS Proje cts - Owner
$ 1,346,000 $
3,000 $ 34,000 $ 496,500 $ 465,500 $ 123,000 $ 2,468,000 P-9.4. 004
P-9.4. 005
P-9.4. 005
P-9.4. 009
SP -9.4.008
P-9.4. 007
P-9.4 - Re curring
Major Equipme nt CIP
Scum an d. FOG Abate me nt
Site Se curity Improve ments
Mechanica l Modifica tions ilformerly Modify D isc harge Va lve Insta llation) Bypass Study
Civil Improvement
Landscaping
402,500
402,500
521,000
31,000
31 ,000
797,000
25,000
$
3,000
3,000
3,000
60 ,000
3 ,000
$
60,000
3,000
$ 805,000
$ 521,000
$ 52,000
$ 797,000
25,000
120 ,000 $ 240,00D
3 ,000 $ 18,000
Tota ls $ 1,601,000 $ 231,000 $ 273,000 $ 701,000 $ 646,000 $ 325 ,000 $ 3,777,000
1. To tal pro ject costs are presen ted to the ne arest thousand d
2. Costs shown i n January 2022 dollars.
3. The cast is based on the assumption that Mechanical M odification project is done at the same time as Scum and FOG Abatem ent project, and there fore, only one bypass event is required. If these two proj ects are done s eparately, cost associ ated with o ne additional bypass event should be added to Scum and FOG Abatement project.
7-3
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l J
cI
Z L I, I, 40 566 abed
Pr oject Numbers and Titles
FY2023
FY2024
FY2025
FY2026
FY2027
F Y2023 R -CAMP Report
FY202$
IRBPs Pro jects - EWA
P-39002-031
P-39002-002
P-39002-003
P-39002-004
P-39002-035
P -39002 -Recurrin g
P -39002 -Recurrin g
P -39002 -Re curring
P -39002 -Recurrin g
P -39002 -Re curring
P -3'9002 -Recurring
P -39002 -Re curring
ES -39002-060
Minor EI&C R ehabilitation
Mino=r Mechanic al Rehabtato n
Min or StructuraI R ehabiitatian
SCADA M igration
Sit Safe ty Impro vements
Grinder Re build
Se wage Pump Re bu ild
Se wage Pump Motor Rebuijd
Coatin gs an d Paintin gs
Un planned Mino r Rehabilitation
Integration Assistanc e
31 " FD Repairs
R -CAMP Update
REPS Pr. ' eels - Owner
Si/P-9_1_0C6
P -9.1.038.
VP -9.1.1109
P -91 .01D
P -9.1,011
P -9.1 -Recurring
Co nta inment Bas in Repa ir
Major Equipmen t CIP
Pump Sta tion Re silie ncy
Sc um a nd FO G Aba tement
Site Security impro ve ments
Lands caping
Figure 7-2: Rec ommended Implementatio n Sched ule f or Prioriti zed RBPS Projects 7-4
n
Z L I, I, 40 966 abed
Project N umb ers a nd Titl es
Table 7-2: Pr ojected Cost by Fiscal Year for Pri oriti zed RBPS Projects FY2023
FY2024
FY2025
FY2026
FY2027
F Y2023 R -CAMP Report
FY2028
T ota I
(FY23 - FY28)
Pro jects - EWA
$ 177,000 $ 171,500 $ 143,000 $ 163,500 $ 161,000 $ 157,500 $ 973,500 P-39002-001
P-39002-002
P-39002-003
P-39002-004
P-39002-005
P -39002 -Recurring
P -39002 -Recurring
P -39002 -Recu rrin g
P -39002 -Recu rring
P -39002 -Recurring
P -39002 -Recurring
P -39002 -Re cu rring
ES -39002-000
Mino r EI&C Rehabilitation
Minor Mechanical Rehabilitati on
Mino r Structural Rehabilitati on
SCADA Migration
Stte Safety Improvements
Grinder Re build
Sewage Pump Re build
Se wage Pump Motor Rebuild
Coatin gs a nd Pa intin gs
Unplanned Mino r Rehabilitation
Inte gration Assistance
V FD Repairs
R -CA MP Update
36,000
22,000
36,000
15,000
14,000
58,000
13,000
30,000
19,000
6,000
6,000
6,000
16,000
9,000
10,000 $
15,000 $
25,000 $
10,000
15,000
25;000
10,000
15,000
30,000
19,000
6,000
6,000
6,000
16,000
9,000
21,509
30,000
19,000
6,000
6,000
6,000
16,000
9,000
30,000
19,000
6,000
6,000
6,000
16,000
9,000
21,500
30,000
19,000
6,000
6,000
25;000
16,000
9,000
30,000
19,000
6,000
6,000
25,000
15,000
9,000
21,500
102,000
82,000
64,000
58,000
13,000
180,000
114,000
36,000
36,000
74,000
96,000
54,00 0
64,500
RBPS Proje cts- Own er
$ 215,000 $ 383,500 $ 356 ,500 $
54,500 $
54,500 $
3 ,000 $ 1 ,067,000
SAP -9. 1. 006
P-9.1.008
SIP -9. 1. 009
P-9. 1.010
P-9.1. 011
P -9.1 -Recurring
Con tainment Basin Repair
Major Equ ipment CIP
Pump Statio n Resilien cy
Scum and FOG Abateme nt
Site Security improv emen ts
Landscaping
50,000
51,500
51,500
162,000
3,000
27,000
162,000
191,500
3,000
162,000
191,500
3,000
3,000
3,000
50,000
103,000
27,000
486,000
363,000
18,000
L Total propel costs are presented to the ne ares t thousand t';_'. :'a-s..
2. Costs shown in January 2022 dollars.
Hazen
N
C1�
l J
(Y1
Z L I, I, 40 L66 abed
P-32002-001
P-32002-002
P-32002-003
P-32002-004
P-32002-0OS
P-32002-006
P -32002 -Recu rring
P -32002 -Recurring
P -32002 -Re curring
P -32002 -Re currin g
P -32002 -Re cu rrin g
P -32002 -Recurr ing
P -32002 -Recurring
ES -32002-000
Project Numbers and Titles
Min or EI&C Rehabilitati on
Min or Mecho ni cal Rehabilitatio n
Minor Structural Rehabilitation
SCADA Migra tion
Site Safety improvements
Struc tural Impro vements
Grinder Re build
Sewage Pump Rebuild
Sewage Pu mp Motor Rebu ild
Coatings an d Pa in tings
Unplann ed Minor Rehabilita tion
Integratio n Ass istanc e
VFD Repa irs
R -CAMP Update
FY2023 FY2024
FY2025
FY2026
FY2027
F Y2023 R -CAMP Report
FY2028
e P SPro jects-Owner
S/P-9.3.008
P-9.009
S/F-9. .3.010
P -93 -Recurrin g
Ma jo r Equipmen t CIP
Site Security Impro vements
Facility -Level Alternative Analysis (formerly known as Relo catio n Stu dy) Lan dsca pin g
Figure 7-3: Recommended Implementation S ched ule f or Prioriti zed BVPS Projects 7-6
Hazen
W
Cll
l/
(31
Z L I, I, 40 966 abed
Project Numbers and Titles
T able 7-3: Recommended Impl ement ation Schedule f or Prioriti zed BVPS Projects FY2023 FY2024
FY2025
FY2026
FY2027
FY2028
(FY23
F Y2023 R -CAMP Report
Total
FY28
VPS Pro jects - EWA
$ 394,500 $ 296,750 $ 275,250 $ 194,500 $ 198,000 $ 194,500 $ 1,553,500 P-32002-001
P-32002-002
P-32002-003
P-32002-004
P-32002-005
P-32002-006
P -32002 -Recurring
P -32002 -Recurring
P -32002 -Recurring
P -32002 -Re cu rring
P -32002 -Recurring
P -32002 -Recurring
P -32002 -Recurring
ES -32002-000
Minor El&C Rehabilitation
Mino r Mechanical Rehabilitation
Mino r Struc tural Rehabilitation
SCADA Migration
Site Safety Improvements
Structural Improvements
Grinder Rebuild
Sewage Pu mp Rebuild
Sewage Pump Moto r Re build
Coatings a nd Paintings.
Unplanned Minor Rehabilitatio n
Integration Assistance
VFD Repairs
R -CAMP Update
54,000
62,000
58,000
90,000
7,500
49,000
24,500
6,000
6,500
10,000
16,000
11,000
54,000
31,500
63,000
54,000
31500
63,000
25,000
25,000
25,000
25,000
25,000
25,000
25,000
3,750
49,000
24,500
6,000
6,500
10,000
16,000
11,000
21,500
3,750
49,000
24,500
6,000
6,500
10,000
16,000
11,000
49,000
24,500
6,000
6,500
10,000
16,000
11,000
21,500
49,000
24,500
6,000
6,500
10,000
16,000
11 ,000
49,000
24,500
6,000
6,500
10,000
16,000
11,000
21,500
237,000
138,000
213,000
58,000
90,000
15,000
294,000
147,000
36,000
39,000
60,000
96,000
66,000
64,500
BVPS Projects - Own er
$ 446,000 $
3,000 $ 756,667 $
756,667 $ 756,667 $
3,000 $ 2,722,000
5/P-9.3.008
Major Equipme nt CIP
753,667 $
753,667 $
753,667
2,261,000
P-9. 3.009
SIP -9. 3. 010
P -9.3 -Re curring
Site Security Improve me nts $ 193,000 $
Facility -Lev el Alte rna tive Analysis (fo rmerly known as Relocatio n Stu $ 250,000 $ Landscapin g $ 3,000 $
- $
- $
- $
- $
3,000 $
3,000 $
$
- $
- $
- $
3,000 $
3,000 $
193,000
250,000
18,000
1. To tal proje ct costs are presen ted to the ne are st thousa nd dolla rs.
2. Co sts shown in January 2022 dollars.
300,000 AIM TOI)p 951,000 $
7-7
Hazen
01 n
Ul
Z L I, I, 40 666 abed
Proj ect Numbers and Titles
FY2023
FY2O24
FY2O25
FY2026
FY2027
F Y2023 R -CAMP Report
FY2028
AHPS Projects - EWA
P-31002-1
P-31002-2
P-31002-3
P-31002-4
P-31002-5
P-31002-6
P -31002 -Recurring
P -31002 -Recurring
P -31002 -Re curring
P -31002 -Re curring
P -31002 -Re curring
P -31002 -Recurring
ES -31002-000
Minor El&C R eh abilitation
Minor Mechani cal Rehabilitation
Minor Structural Reh abilitation
SCAD A Migration
Site Safety Improvem ents
Re place Spare Grinder
Unplanne d Minor Rehabilitati on
Integration Assistance
Grinde r Rebu ild
Pump and Motor Rebuild
VFD Repairs
Coatings and Paintings
R -CAMP Update
AHPS Projects - Own er
5-9. 2. 001
P-9.2.002
P -9.2 -Recurring
Incompatible Metals
Pump Station 0P . Improve ment
Landscaping
Figure 7-4: R eco mmen ded Implementation Schedule for Prioritized A HLS Projects 7-8
Hazen
N
Cll
l
01 Z Il. 1, 140 000I, abed
Project Numbers and Titles
Table 7-4: Rec omm ended Implementatio n Sched ule for Prio ritized ABLS Pr ojects FY2023
FY2024
FY2025
FY2026
FY2027
F Y2023 R -CAMP Report
FY2028
ToteI
(F Y23 - FY28)
AHPS Proje cts- EWA
$ 490,000 $
466,000 $ 306 ,000 $ 234,1300 $ 237,500 $ 234,000 $ 1,967,500 P-31002-1
P-31002-2
P-31602-3
P-31002-4
P -31D02-5
P -31D02-6
P -31002 -Recurring
P -31002 -Recurring
P -31002 -Recurring
P -31042 -Recurring
P -31002 -Recurring
P -31042 -Recurring
ES -31002-000
Minor EI&C Rehabilit atio n
Minor Mechanical Rehabilitati on
Mino r Structural Rehabilitation
SCADA Migration
Site Safety Improve ments
Replace Spare Grinder
Unplanne d Minor Re habilitation
Integration Assistance
Grinder Rebuild
Pump and Moto r Rebuild
VFD Re pairs
Coatings and Paintings
R -CAMP Update
27,500
59,500
60,000
66,500
86,000
15,000
25,00C
80,000
60,000
10,000
6,500
94,500
27,590
59,500
94,500
15,000
10,000
$
15,000
10,000
15,000
25,000
10,000
15,000
65,500
15,000
25,000
80,000
60,009
10,000
6,500
21,500
15,000
25 ,000
80,000
60,000
10,000
6,500
15,000
16,000
80,000
60,000
10,000
6,500
21,500
15,000
16,000
80,000
60,000
10,000
6,500
15,000
16,000
30,000
50,000
10,000
6,590
21,500
$ 219,000
$ 115,000
$ 14-4,000
$ 60,000
$ 133,000
$ 80,000
$ 90,000
$ 123,000
$ 480,000
$ 360,000
$ 60,000
$ 39,000
$ 64,500
AHPS Pro jects - Owne r
$ 3,005,000 $ 3 ,005,000 $
30,000 $
5,000 $
5,000 $
5,000 $ 6,055,000
S-9.2.001
P-9.2.002
P -9. 2 -Re curring
Incompatible Metals
Pump Station D/3 Improv eme nt
Landscaping
25,000 $
$ 3,000,000
$ 5,000
5 3,000,000
$ 5,000
- $
- $
- $
5 ,000 $
5,000 $
5,000
5,000
25,000
6,009 ,000
30 ,000
dlh
1. Total proje ct rusts are presented to the nearest t!icusa.., lars.
2. Costs shown in January 2022 dollars.
3. Pump Station 0/8 Improve ment is alrea dy budgeted for P-0. 2.002 project and it starts in April 2022. 7-9
Hazen
Cll
Z I. li,4O I00I, abed
Project N umbers and Titles
FY2023
FY2024
FY2025
FY2026
FY2027
F Y2023 R -CAMP Report
F'Y2028
CWRF Pro jects - EWA
P-38002-005
P-38002-008
P-38002-010
P-38002-011
P-38002-012
P -38002 -Re curring
P -38002 -Re curring
P -38002 -Re curring
P -38002 -Re curring
P -38002 -Recurring
ES -38002-000
Minor Stru ctural Rehabilitati on
Miscellaneous Service Requests
Minor EI&C R ehabilitati on
Mino r Me chanical Rehabilitation
Site Safety Improvem ents
Coatings and Pain tings
Unplanne d Minor Rehabilitati on
Integration Assistan ce
VFD Re pairs
GMF Sand
R -CAMP Update
CWRF Projects - Owner
P-95.005
SP -9.5.008
SP -9.5.009
S/P-9. 5. 010
S/P - 9.5. 015
P - 9. 5.012
P - 9. 5. 013
S/P - 9.5. 016
SAP - 9.5.014
P-9.5 - Recurring
Equa lizatio n Basin Wate r Q uality
RO Rehabilitation
MF Rehabilita tion
GMF Bypass
Clean -In -Place Che mica l Optimizatio n
Operations and Administration Building Ro of and HVAC
Major Equipment CIP
Facility Level Assessment
Acce ss between CWRF and CPS
Landscaping
Figure 7-5: R ecommended Implementation Schedule for Prioriti zed CWRF P rojects 7-10
n
(31
Z Il. 1, ll, to Z00 I, abed
Project N umbers and Titl es
Table 7-5: Recommended Implementatio n Schedule for Prioritized CWRF Projects FY2023
FY2024
FY2025
FY2026
FY2027
F Y2023 R -CAMP Report
FY2028
Total
(FY23 - FY28)
CWRF Projects - EWA
$ 369,833 $
416,500 $ 389,500 $ 374,167 $ 162 ,500 $ 219,500 $ 1,932 ,000 P-38002-005
P-38002-008
P-38002-010
P-38002-011
P-38002-012
P -38002 -Recurring
P -38002 -Recurring
P -38002 -Recurring
P -38002 -Recurring
P -38002 -Recurring
ES -38902-000
Minor Structural Rehabilitati on
Miscellaneo us Service Requests
Minor El& C Rehabilitation
Minor Mechan ical Rehabilitati on
Site Safety Improvements
Coatings and Paintings
Unplanned Minor Rehabilita tion
Integration A ssistance
VFD Repairs
G MF San d
R -CAMP Update
35,000
13,000
87,333
168,.000
11, 000
14,000
20,000
21,500
13 ,000
87,333
222 ,667
11,000
14,000
20,000
21 ,500
27,000
13,000
87,333
222,667
11 ,000
14,000
20,000
21,500
25 ,000
13,000
20,000
222,667
11 ,000
14,000
20,000
21,500
27,000
S
S
S
S
S
S
$
25,000
25,000
35,000
11 ,000
25,000
20,000
21,500
$
$
S
S
$
S
$
25,000
25,000
35,000
11,1830
25,000
20,000
21,500
30,000
27,000
$ 60,000
$ 102,000
$ 332,000
$ 738,000
$ 168,000
$ 66,000
$ 106,000
$ 120,000
$ 129,000
$ 30,000
$ 81,000
CWRF Projects - O wner
533,000 $
57,000 $ 505,000 $ 1,505,000 $
60,000 $
32,000 $ 2,692,000
P-9.5.005
S/P-9.5.008
S/P-9.5. 009
S/P-9. 5.010
S/P - 9.5.015
P - 9.5.012
P - 9.5. 013
S/P - 9. 5. 016
S/P - 9. 5.014
P-9.5 - Recurring
Equalization Basin Water Qu ality
RO Rehabilitation
MF Rehabilitation
GMF Bypass
Clean -In -Place Chemical O ptimiza tion
Ope rations and Administration Building Roof and HVAC
Major Equipment CEP
Fa cility Le vel A sse ss me nt
Acc ess betwee n CWRF and CPS
Landscaping
$
S
S
$
S
S
428,000
100,000
5,000
S
$
S
S
27,000
$
S
28,000
28,000
27;000
25,000
5,000
500,000
5 ,000
1,500,000
$
5 ,000
5,000
$
S
$
$
S
$
S
27,000
S
$
27,000
5,000
27,000
27,000
428,000
2,000,000
100,000
25,000
30,000
Total pro ject co sts are pre sented to the neare st tho usanc <: II
2. Costs sho wn in January2022 dollars.
7 -II
Hazen
Appendix A: Historical Project List
FY2023 R -CAMP Report
Fiscal Year 2016-2021
Projects selected for implementation between FY 2016 and FY 2021 are listed below. These projects have been completed unless otherwise noted.
1. P-37002-007 BCPS - Communication Improvement
2. P.4.007 BCPS - Water Meter Access
3. P-38002-001 CWRF - Reverse Osmosis Decommissioning
4. P-38002-002 CWRF - Microfiltration System Decommissioning
5. P-38002-003 CWRF - Sodium Hypochlorite Improvements
6. P-38002-013 CWRF - Equalization Basin Settlement
Fiscal Year 2009-2014
Projects selected for implementation between FY 2009 and FY 2014 are listed below. These projects have been completed unless otherwise noted.
1. P-9.1.004 RBPS — Redundant PLC
2. 2. P-9.1.005 RBPS — Coating Odor Tower Piping
3. 3. P-9.3.004 BVPS — Pavement Seal
4. 4. P-9.3.005 BVPS — Coat Interior of Original Surge Tank
5. 5. P-9.3.006 BVPS — Pump Programming Modifications
6. 6. P-9.3.007 BVPS — Security Fence Modifications
7. 7. P-9.4.002 BCPS — Corrosion Repair and Coating
8. 8. P-9.4.003 BCPS — Replace Engine Silencers
9. 9. P-9.5.001 CWRF — Failsafe Pipeline
10. 10. CA -9.9.301 BVPS — Surge Tank Interior CA
11. CA -9.9.501 CWRF — GMF Piping and Chemical Systems CA
12. CWRF - Granular Media Filters, Added Sand Media
13. P-9.3.003 BVPS — Rehab Orig Forcemain Section Over Creek
14. CWRF - Control System Upgrade
09/23/2025
Appendix Al
C5 Page 1003 of 1112
Hazen
Appendix B: Basis of Estimate
FY2023 R -CAMP Report
PROJECT INFORMATION:
Client: Encina Wastewater Authority
Project: FY2023 R -CAMP
Estimate Date: 1/1/2022
Estimate Type: Preliminary
AACEI Class Level Estimate: 4
PROJECT DESCRIPTION:
The R -CAMP and related documentation is updated to provide a current, organized register of major assets and associated estimated asset service life remaining for the major equipment and materials at the remote facilities. Through the R -CAMP, EWA staff and Owners' project short and long-term future expenditures for capital improvement projects. Scope of projects included are described in the R -CAMP under Section 4 and Section 5. Projects vary in nature from studies to maintenance projects. Estimates are provided to provide planning level order of magnitude costs.
ESTIMATE DOCUMENTS:
DRAWINGS:
DOCUMENTS:
COSTS PROVIDED BY OTHERS:
SOURCE OF COST DATA:
N/A
FY 2022 Operating & Capital Budget
Encina Wastewater Authority,
R -CAMP Report 2021,
Quotes provided by third parties to
Encina Wastewater Authority
Costs for previously estimated projects, in particular FY2021 R -CAMP, were obtained from documents listed above with adjustment to current ENR CCI as described below under escalation and by applying inflation factor to reflect the annual increase in the estimated costs. New projects were estimated using RS Means CostWorks 2021 data, Hazen's internal estimating database, and project data from similar reference projects. Allowances were used for items where scope was less defined.
ESTIMATE ASSUMPTIONS:
The followings assumptions were made in the preparation of this estimate:
For purpose of these estimates the following conditions were assumed unless specifically called out otherwise in the individual project estimates:
09/23/2025
Appendix B 1
C5 Page 1004 of 1112
Hazen
FY2023 R -CAMP Report
Some projects will be publicly bid and prevailing wage requirements will apply. Regular working hours will be allowed (7: OOam - 5: OOpm). Some projects will be completed in-house.
SPECIFIC INCLUSIONS:
The estimate does not include the following:
Contaminated soils removal or disposal not included unless specifically listed in project descriptions.
Hazardous or Special Waste removal or disposal not included unless specifically listed in project descriptions.
No special foundations or piles are included unless specifically listed in project descriptions.
Owners Costs for program management, legal and administration costs, agency funding coordination, permitting, and public outreach are not included.
A project contingency is included for each project. This contingency is to include an allowance for indeterminates, and work items where scope is not fully detailed at this stage of design. Typically, as design level progresses the contingency is reduced. For projects which do not yet have a preliminary design completed a project contingency of 40% was used. Some specific projects that have a more defined and limited scope defined a lower project contingency was used. The percentage used for each project is shown on the individual project estimate. For some projects, the contingency was adjusted based on the complexity of the projects.
Note: This allowance is intended to provide a Design Contingency allowance. It is not intended to provide for a Construction Contingency for change orders during construction or to cover unforeseen conditions.
ESCALATION:
An escalation factor has not been included. Owners should include escalation to adjust cost to project schedules.
The Owners are cautioned that the project cost should be adjusted for any changes in the project schedule.
ENR CCI Jan -2022 12996.09 12144.49
Annual Inflation Escalation Factor: Not included
ACCURACY:
Jan -2020 Los Angeles
The level of accuracy is commensurate with levels developed by the AACE, the Association for the Advancement of Cost Engineering International. At increasing levels of design completion, the narrower the range between upper and lower limits and the greater the accuracy of the estimate. These estimates are considered a Class 4 level estimate in accordance with AACE guidelines and are meant for planning purposes. Typically, this level of estimate has an expected accuracy range of +50 on high side and -30% on low side.
The enclosed Engineer's Estimate of Probable Construction Cost is only an opinion of possible items that may be considered for budgeting purposes. These Probable Construction Cost Estimates are limited to the conditions existing at issuance and are not a guaranty of actual construction cost or schedule. Uncertain market conditions such as, but not limited to, local labor or contractor availability, wages, other work, 09/23/2025
Appendix B2
C5 Page 1005 of 1112
Hazen
FY2023 R -CAMP Report
material market fluctuations, price escalations, force majeure events and developing bidding conditions, etc. may affect the accuracy of this estimate. Hazen is not responsible for any variance from this Probable Construction Cost Estimate or actual prices and conditions obtained. 09/23/2025
Appendix B3
C5 Page 1006 of 1112
Hazen
Appendix C: Project Cost Tables
FY2023 R -CAMP Report
09/23/2025
Appendix Cl
C5 Page 1007 of 1112
Hazen
FY2O23 R -CAMP Report
Group Project Number Capital Project Page No.
9.0 Remote Major Rehab Improvement
9.1 Buena Creek Pump Station
BCPS P-37002-001 Minor EI&C Rehabilitation
BCPS P-37002-002 Minor Mechanical Rehabilitation
BCPS P-37002-003 Minor Structural Rehabilitation
BCPS P-37002-004 SCADA Migration
BCPS P-37002-005 Site Safety Improvements
BCPS P-37002-006 Structural Improvement
BCPS P-9.4.004 Ma'or Equipment CIP
BCPS P-9.4.005 Scum and FOG Abatement
BCPS P-9.4.006 Site Security Improvements
BCPS P-9.4.007 Civil Improvement
BCPS S/P-9.4.008 Bypass Study
BCPS P-9.4.009 Mechanical Modifications
BCPS-1
BCPS-2
BCPS-3
BCPS-4
BCPS-5
BCPS-6
BCPS-7
BCPS-8
BCPS-9
BCPS-10
BCPS-11
BCPS-12
9.2 Raceway Basin Pump Station
RBPS P-39002-001 Minor EI&C Rehabilitation
RBPS P -39002-0O2 Minor Mechanical Rehabilitation
RBPS P-39002-003 Minor Structural Rehabilitation
RBPS P-39002-004 SCADA Migration
RBPS P -390O2-005 Site Safety Improvements
RBPS S/P-9.1.006 Containment Basin Repair
RBPS P-9.1.008 Major Equipment CIP
RBPS P-9.1.009 Pump Station Resiliency
RBPS P-9.1.010 Scum and FOG Abatement
RBPS P-9.1.011 Site Security Improvements
RBPS-1
RBPS-2
RBPS-3
RBPS-4
RBPS-5
RBPS-6
RBPS-7
RBPS-8
RBPS-9
RBPS-10
9.3 Buena Vista Pump Station
BVPS P-32002-001 Minor EI&C Rehabilitation BVPS-1
BVPS P-32002-002 Minor Mechanical Rehabilitation BVPS-2 BVPS P-32002-003 Minor Structural Rehabilitation BVPS-3 BVPS P-32002-004 SCADA Migration BVPS-4
BVPS P-32002-005 Site Safety Improvements BVPS-5
BVPS P-32002-006 Structural Improvement BVPS-6
BVPS S/P-9.3.008 Major Equipment CIP BVPS-7
BVPS P-9.3.009 Site Security Improvements BVPS-8
BVPS S/P-9.3.010 Facility -Level Alternative Analysis BVPS-9
9.4 Agua Hedionda Lift Station
AHLS P-31002-001 Minor EI&C Rehabilitation
AHLS P-31002-002 Minor Mechanical Rehabilitation
AHLS P-31002-003 Minor Structural Rehabilitation
AHLS P-31002-004 SCADA Migration
AHLS-1
AHLS-2
AHLS-3
AHLS-4
09/23/2025
Appendix C2
C5 Page 1008 of 1112
Hazen
FY2023 R -CAMP Report
Group Project Number Capital Project Page No.
AHLS P-31002-005 Site Safety Improvements
AHLS P-31002-006 Replace Spare Grinder
AHLS S-9.2.001 Incompatible Metals
AHLS P-9.2.002 Pump Station D/B Improvement
AHLS-5
AHLS-6
AHLS-7
AHLS-8
9.5 Carlsbad Water Recycling Facility
CWRF P-38002-005 Minor Structural Rehabilitation
CWRF P-38002-008 Miscellaneous Service Requests
CWRF P-38002-010 Minor EI&C Rehabilitation
CWRF P-38002-011 Minor Mechanical Rehabilitation
CWRF P-38002-012 Site Safety Improvements
CWRF P-9.5.005 Equalization Basin Water Quality
CWRF S/P-9.5.008 RO Rehabilitation
CWRF S/P-9.5.OO9 MF Rehabilitation
CWRF S/P-9.5.010 GMF Bypass
CWRF P-9.5.012 Operations and Administration Building
Roof and HVAC
CWRF-1
CWRF-2
CWRF-3
CWRF-4
CWRF-5
CWRF-6
CWRF-7
CWRF-8
CWRF-9
CWRF-10
CWRF P-9.5.013 Major Equipment CIP CWRF-11
CWRF S/P-9.5.O14 Access between CWRF and CPS CWRF-12
CWRF S/P-9.5.015 Clean -In -Place Chemical Optimization CWRF-13 CWRF S/P-9.5.016 Facility Level Assessment CWRF-14
09/23/2025
Appendix C3
C5 Page 1009 of 1112
Hazen
FY2023 R -CAMP Report
Project 37002-001, BCPS
Minor H&C Rehabiitation
Main Project -Type
Key Dates
New Facility
R -CAMP Report 2022
Facility Rehabilitation
X
Initial Estimate Jarr22
Major Maintenance
Estimate Update
Asset Replacement
Project Start FY2023
Special Study
Main Project Cost
Quantity
Material
Cost
Labor
Cast
Total Cos!
No.
Units
Unit Cost
Total
% of Mat9
Total
Project Task Elements
Integration of onSSI to remote cameras
1 EA
$ 3,904
$ 3,940
50%
$ 1,950
$ 5,850
Instrumentation access
12 EA
$ 1,000
$ 12,000
50%
$ 5,000
$ 18,000
Panel protection
1 EA
$ 550
$ 550
200%
$ 1,10C
$ 1,650
Pressure transducer replacement
L
EA
$ 5;400
$ 5,440
5036
$ 2,700
$ 8,100
Camera improvements
1 LS
$ 6;040
$ 6,003
50%
$ 3,400
$ 9,040
Wiring
L
LS
$ 500
$ 500
50%
$ 250
$ 750
Misc Electrical
L
LS
$ 10,000
$ 10,000
Subtotal $ 54,000
Contractor Overhead & Profrt @ 0% $ -
Shippirsg Rate 40% of total is shipped @ 15% $ 4,000
Sales Tax 50% of total is taxed @ 7.75% $ 3,040
Project Contingency IP 40% $ 25,040
Total Main Project Cosi(Year of Estimate or Estimate Update) $ 86,000 ENR CC1 Corresponding to Year of Estimate
LA CCI Jan
-2022 12144
ENR CC1 Corresponding to CAMP Report Year
LA CCI Jail
-2022 12144 1.000
Total Main Project Cost (CAMP Report Year)
5 86,000
Project Phases CoSt Rate Amount Contingency Subtotal Minimum Total CA Condition Assessment 0.0% $ - 20% $ - $ - $ -.
CS Conceptual Study 0.0% $ - 2'0% $ - $ - $
DS Design 0.0% $ - 15%. $ - $ - $ -
EUC Engr During Construction 0.0% $ - 15%. $ - $ - $ -
CM Construction Mgt 2.0% $ 1,720 20% $ 344 $ 3,400 $ 3,000 E1CD El&C- Design 0.0% $ - 5 - NA $
EICC H&C - Construction 0.0% $ - $ - NA $ -
Total Project Cost IPresent Value in Jan -2022 Dollars; $ 89,000 Notes;
1] Rates for Project Phases cost are percent of Total Main Project Cost 2] Anticipated condition -based recurring maintenance $25K/yr following completion of the known elements 09/23/2025
BCPS-1
C5 Page 1010 of 1112
Hazen
FY2023 R -CAMP Report
Project 37002-002, BCPS
Minor Mechanical Rehabirtation
Main Project Type
New Facilittir
Facility Rehabilitation
Major Maintenance
Asset Replacement
Special Study
Key Dates
RCAMP Report 2022
Initial Estimate Jan -22
Estimate Update
Project Start FY2023
3t
Quantity Material Cost
Main Project Cost
No. Units. Unit Cost Total
Labor
%DF Maei
or Unit
Cost
Cost
Total Cost
Trial
Project Task Elements
Overflow basin access batch replacement
Working door relocation
1 1
EA
EA
3,5.00
1,500
3,540
1,544
100%
10095
3,500
$ 1,500
$ 7,040
$ 3,000
Subtotal
$ 14,000
Contractor Dderhead & Pro ,g 045
Shipping Rate 045 of total is sh 445
Sales Tax 096 of total is to 096
Project Contin:gen ci, @ 35%
5 -
5 -
5 -
5 4,000
Total Man Project Cos -Wear of Estimate or Estimate Update] $ 14,400
ENR CCI Corresponding to Year of Estimate
ENR CCI Corresponding to CAMP Report Year
LA CCI Jan -2022
12144
12144
1.000
LA CCI Jan -2022
Total Man Project Cost (CAMP Report Year)
$ 14,000
Project Phases Cost
Rate Amount Contingency Subtotal Mnimum Total
CA
CS
DS
EDC
CM
EICD
EICC
Condition Assessment OA% S - 20%
Conceptual Study 09% $ - 2096
Design 0-0% $ - 15'%
EngrDuring Construction 0.096 $ - 1S%
Construction Mgt 0.096 $ - 2096
EI&C- Design O-0% $ -
EI&C: - Construction 0-0% S -
$ - $ - $ -
$ - $ - $ -
$ - $ - $ -
S - $ - $
$ - $ - $
$ - NA $ -
5 - NA $
in Jan -2022 Dollars)
S 14,00fl
Total Project Cost ]Present Value
Notes:
1] Rates for Project Phases cost are percent of Total Main Project Cost 2) Anticipated condition -based recurring maintenance $2SY,J`yrfolkswing completion of the known elements 09/23/2025
BCPS-2
C5 Page 1011 of 1112
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FY2023 R -CAMP Report
Project 37002-003, BCPS
Minor Structural Rehabilitation
Main Project Type
New Facility
Facility Rehabilitation
Major Maintenance
Asset Replacement
Special Study
Key Dates
R -CAMP Report 2022
Initial Estimate lan-22
Estimate Update
Project Start €Y2025
iS
Ma- Project Cost
Project Task Elements
Awning installation
Platform installation
Drain installation
Roof sealing
Stair installation
Quantity
No.
1 1
1 1
1 Units
EA
EA
EA
EA
EA
Material Cost
Unit Cost Total
S 559 $ 550
$ 550 $ S50
5 2,500 $ 2,500
5 5,500 $ 5,500
5 10,000 5 10,000
Labor
16 of Mat9
100%
100%
200%
200%
10095
Cost
Total
$ 550
5 550
$ 5,000
$ 11,000
$ 10,000
Total Cost
5 1,109
5 1,100
$ 7,500
$ 19,500
$ 20,000
Subtotal
$ 47,000
Contractor Overhead & Profit ,@ 0%
Shipping Rate 40% of total is shipped @ 15%
Sales Tax 50% of total is taxed @ 7.75%
Project Contingency @ 40%
5 -
5 3,000
5 2,000
5 21,000
Total Main Project Cost)1ear of Estimate or Estimate Update) $ 73,900
ENR CCI Corresponding to Year of Estimate
ENR CCI Corresponding to CAMP ReportYear
LA CCI Jars
-2022
-2022
12144
12144 1.000
LA CCI Jan
Total. Main Project Cost (CAMP Report Year)
$ 73,000
Project Phases Cost Rate Amordt
Contingency Subtotal Minimum Total
CA Condition Assessment 00% $ -
CS Conceptual Study 0.0% 5 -
DS Design 0.0% 5 -
EDC Engr During Construction 0.0% 5 -
CM Construction Mgt 0.0% 5 -
EICD EI&C- Design 0.0% 5 -
E'CC Ei&C- Construction 9.0% 5 -
20% 5 - 5 - $ -
20% 5 - 5 - $ -
15% 5 - $ - 5 -
15% 5 - $ - $ -
29% 5 - $ - 5 -
5 - MA 5 -
5 - NA 5 -
Total Project Cost [Prrmnt Yoe in Jan -2022 Dollars)
$ 73,000
Notes:
1) Rates for Project Phases cost are percent of Total Main Project Cost 2) Anticipate 25k every 3 years for maintenance
09/23/2025
BCPS-3
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FY2023 R -CAMP Report
Project 37002-004, BCPS
SOMA Migration
Main Project Type
New Facility
Facility Rehabilitation
Major Maintenance
Asset Replacement
Special Study
Rey Dates
R CAMP Report
Inr'l EstimaL
Estimate Update
Project Start
2022
1 s-32
FY2023
%
Quantity Material Cost Labor Cost
Main Project Cost Total Cost
No. Units Unit Gust Total % of Matt TOM]
Project Task Elements
Migrate s-Escreens tothe new SCADAsystem{2)
1 LS
$ 48.000
Subtotal
$ k8 ,000
Contractor Overhead & Profrt .@ 27%
Shipping Rate 40% of total 15%
Sales Tax. 50% of total 7.75%
Project Contingency @ 15%
S 7,000
Total Main Project CosttYear of Estimate or Estimate Update) $ 55,000
ENR CCI Correspond ing to Year of Estimate
ENR CCI Correspond ing to CAMP Report Year
LA CCI Jan
-2022 12144
-2022 12144 1.000
LA CCI Jan
Total Main Project Cost (CAMP Report Year)
$ 55,000
Project Phases Cost Rate Amount Contingency Subtotal Miwikri Total
CA ConditionAssessment 0.0% $ - 21% 5 - S -
CS Conceptual Study OD% $ - 20% 5 - $ -
DS Design 0.096 $ - 15% 5 - $ -
EDC Engr During Construction 0.0% $ - 15% 5 - $ -
CM Construction Mgt 5.5% $ 3,625 20% 5 605 5 3,000
EICD El&C - Design 5.0% 5 2,750 NA
EICC EI&C-Construction 5.0% 5 2,750 NA
5 -
5 -
$ -
$ -
5 3,000
$ -
$ -
Totad Project Cost (Present Value in Jan-2022Oollers1
5 SLWO
Notes:
1) Rates for Project Phases cost are percent of Total Main Project Cost 2) Source: 25% of EA Proposal _AB.21Eil4047FST-1,4TFL,kSrc.cnr-MiUpgrade..110.0,provided1,114/2622 09/23/2025
BCPS-4
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FY2023 R -CAMP Report
Project 37002-005, BCPS
Site Safety Improvements
Main Project Type
New Facility
Facility Relaahirnation
Major Maintenance
Asset Replacement
Special Study
Key Dates
R -AMP Report
Initial Estimate
Estimate Update
Project Start
2022
Jan -22
FY2013
Main Protect Cost
Quantity Material Cost Labor Cost
No. Units. Unit Cost Total %of Matt Total
Total Cost
Project Task Elements
Overflow basin handrail improvement
Lockout devices for ball valves. installation
Traffic mirror installation
Davit arm installation
Engineered manhole cover installation
Motion sensor lighting installation
1 10
LF
EA
Eh
EA
Eck
EA
$ 7000
$ 50.00
$ 100.00
$ 1,00000
$ 1,500.00
$ 90.00
s
s
s
5 s
1,4OO
540
100
1,000
1,500
900
150%
204%
200%
100%
100%
200%
$ 2;100
$ 1,000
$ 200
1,000
1,504
1,800
$ 3,00
$ 1,500
300
$ 2,000
$ 3,0170
$ 2,700
ohtatal
13.000
Contractor Overhead & Profit
Shipping Rate
Sales Tax
Project Contingence @
Total Main Project C.ost[Ye. r of Estimate or Estimate Update] 27%
40% of total is shipped @ 15%
7.75%
40%
50% of total is taxed
$ 27,000
ENR CCI Corresponding to Year of Estimate
ENR CCI Corresponding to CAMP Report Year
Total Mast Project Cost (CAMP Report Year)
LA CCI Jan -2022
LA CCI Jan -2022
12144
12144
1-000
$ 17,000
Project Phases Cost
Rate
Amount
Contingency
Subtotal Minimum Total
CA
CS
DS
EDC
CM
EICD
EICC
Condition Assessment
Conceptual Study
Design
Engr Owing Construction
Construction Mgt
EI& C - Design
EI&C - Construction
00%
00%
0.0%
0.D%
5.5%
C 096
0.0%
2496
2496
15%
15%
1,485 20%
297
2„000
NA
NA
2,000
Total Project Cost [present Value in Jan -2012 Dollars} Motes:
1} Rates for Project Phases cost are percent of Total Main Project Cost 09/23/2025
BCPS-5
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FY2023 R -CAMP Report
Project 37002 , BCPS
Structural Improvements
Main Project Type
New Facility
Facility Rehabilitation
Major Maintenance
Asset Replacement
Special Study
Key Dates.
R -CAMP Report
Initial Estimate
Estimate Update
Project Start
2022
Jan -22
FY2024
K
Main Project Cost
QuaPtity
Na.
40 Units
? F
Material.
Unit Cost
Cost
Total
5 1,000
Labor
% of Marl
100%
Cost
Total Cost
Total
Structural Improvements
Seal locations of concrete seeping
5 25
$ 1,000
$ 2,000
Subtotal
$ 2,000
Contractor Overhead & Profit 27%
Shipping Rate 40% of total is shipped @ 15%
Sales Tax 50% of total is taxed @ 7.75%
Project Contingency @ 40%
$ 1,1)00
$ 1,000
$ 1,000
$ 2,000
Total Man Project Cost[Year of Est e or Esffinate Update] $ 7,QOU
ENR CCI Corresponding to Year of Estimate
ENR CCI Corresponding to CAMP Report Year
LA CCI ion
-2022 12144
-2022 12144
1.000
LA CCI pan
Total Man Project Cast (CAMP Report Year)
$ 7010
Project Phases Cost Rate Amount Contingency
Subtotal Minimum
Total
CA Condition Assessment 0.0% $ - 20% $ -
CS Conceptual Study 0.0% 5 - 20% 5 -
DS Design 0.0% $ - 15% S -
EDC Engr During Construction 0.0% 5 - 15% 5 -
CM Construction Mgt 5.5% 5 385 20% $ 77
EICD El&C - Design 0.0% 5 -
EICC EI&C- Construction 0.0% 5 -
$ -
5 -
$ -
5 -
5 1,000
5 - NA
$ - NA
$ -
$ -
$ -
$ -
$ 1,0e00
$ -
$ -
Total Project Cost 'Present Value in Jan -2022 Dollars) S 8,000
Notes:
1) Rates for Project Phases cost are percent of Total Main Project Cost 09/23/2025
BCPS-6
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FY2023 R -CAMP Report
Project 9.4.004, BCPS
Major Equipment CIP
Main Project Type
Key Dates
New Facility
RCAMP Report
2022
Facility Rehabilitation
Initial Estimate
Jan -22
Major Maintenance
M
Estimate Update
Asset Replacement
i
Project Start
FY2025
Special Study
Quantity nt ty Material
Cost Law Cost
Main Project Cost
% of Man
Total Cost
No. Units Unit Cot
Total or Unix Cost
Total
Project Task Elements
Distribution sSwit Board-1200Ampf480V
1 LS
$ 16,006
$ 16,000
35%
$ 5,600
$ 21,604
Flowmeters (8 itch & 14 -inch;
1 LS
$ 8,740
$ 8,740
30%
$ 2,622
$ 11,362
HVAC - Roof Supply and Exhaust Fans f AC for Electri
1 LS
$ 17,200
$ 17,200
30%
$ 5,160
$ 22,360
Roof - Modified Bitumen Roofng with Insulation
1 LS
S 4,300
$ 4300
50%
$ 2,15(7
$ 6,450
Valve automation
1 LS
$ 38,700
$ 38,700
30%
$ 11,610
$ 50,310
Fire hydrant installation
1 LS
$ 4,500
$ 4,500
50%
$ 2,250
$ 6,750
Additional forced air ventilation a stallation
2 EA
5 10,000.00
$ 20,000
150%
$ 30,000
$ 50,000
Bypass Allowance
1 EA
5 44,000
$ 44,000
300%
$ 132,000
$ 176,000
Subtotal
5 345,000
Contractor Overhead & Profit @ 27%
$ 94,000
Shipping Rate 40% of total is sh 15%
$ 21,000
Sales Tax 50% of total is ta: 735%
$ 14,000
Project Contingency @ 40%
$ 190,000
Total Main Project Cot{Yeer of Estimate or Estimate Update) 5 564,1100
ENR CCI Corresponding to Year of Estimate
LA CCI Jan -2022
12144
ENRCCI Corresponding to CAMP Report Year
LA CCI Jan -2022
12144
1.000
Total Main Project Cast {CJUMP Report Year}
5 664,000
Project Phases Cost Rate Amount Contingency
Subtotal Minimum,
Total
CA Condition Assessment 0.0% $ - 20% S -
$ -
$ -
CS Conceptual Study 0.0% $ - 20"1 $ -
S -
$ -
DS Design 8.0% S 53,120 15% S 7,968
S 62,000
$ 62,000
EDC Engr During Construction 4.53 $ 29,880 15% $ 4,482
S 35,000
$ 35,000
0141 Construction Mgt 55% $ 35,520 20% S 7,304
$ 44,000
$ 44,000
EICD H&C - Design 5.C%
S - NA
$ -
EICC EI&C - Construction 5.C%
$ - NA
$ -
Total Project Cost {Present Value in Jan -2022 Dollars} $ 805,000
Notes:
11, Rates for Project Phases cost are percent of Total Main Project Cost 09/23/2025
BCPS-7
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FY2023 R -CAMP Report
Project 9.4.405, BCPS
Scan and FOG Abatement
Main Project Type
New Facility
Fad lity Rehabilitation
Major Maintenance
Asset Replacement
Sped Study
Main Project Cult
Project Task Elements
Implement recommended
Sluice gate replacement
Bypass pump system installation
FOG and scum mitigation
Miintity
Nu.
1 l
1M
EA
EA
iMderial
twit C
$ 35,040
$ -
Cost
Total
= 35,040
tabor
or I
'Unit Cost
50%
R -CAMP Report
Initial Estimate
Estimate Update
Project Start
Cost
Trial Toil
S 17,500
Key Dates
2022
lan-22
FY2023
Cost
$ 3$6,000
5 52,500
$
M
option for
Subtotal $ 449,000
Contractor Overhead & Protfit @ 0% $ -
Shipping Rate 44% of total is shipped @ 5% $ 9,000
Sales Tax 50% oftotalistaxed ' 7-75% $ 16,000
Project Contingency @ 20% $ S7,000
Total Man Project Cost(Year of
Estimate or Estimate Update) $ s2i,000
ENR CCI Corresponding to Year
ENR CCI Corresponding to CAMP
of Estinate
Report Year
LA CU Jan
-2022 12144
-2022 12144 1.000
LA Ca Jan
Total Mail Project Cost (CAMP Report Year) $ 524000
:,jest . -..LL ..-. Aman[t •. .• -
,. �,
Ninirrin Tmlal
CA Condition .Assessment 0.0% $ - 20% $ -
CS Conceptual Study 0.0%. $ - 20% $ -
DS Design 0.0%. $ - 15% $ -
EDC Engr During Construction 0.0%. $ - 15% $ -
CM Construction Mgt 0046 $ - 20% 5, -
EICD EI&C-Design 0.0% $ -
El CC EI&C-Construction 0.0% $ -
$ -
$ -
$ -
$ -
5 -
$ -
$ -
$ -
5 -
5 -
$ -
$ -
NA $
NA $ -
Total Project Cost (Present Value in Jan -2022 Dollars) $ 521,000 Niles;
1) Rats for Project Phases cost are percent of Total Main Project Cost 2) Source: HDR Tedtnimi', Memorandum ESTIMATE Fats, Oils, and Grease Mitigation, provided 7f20/2021 3) The cost is based an the assumption that Medianiml Modification project is done as a same time as Scum and FOG Abatement project, and therefore, only one bypass evert is require& If these two projects are done separately, cost assooated with one additional bypass event should be added to Scum and FOCI Abatement project. 09/23/2025
BCPS-8
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FY2023 R -CAMP Report
Project 9,4,006, BCPS
Site Severity linp iovernenis
Main Project Type
Key Dates
New Facility
R -CAMP Report
1C1.2
Facility Rehabilitation
7[
Initial Estimate
!an -22
MajorMaintenance
Estimate Update
Asset Replacement
Project Start
F:" .02_
Special Study
Quantity
Material Cost Labor Cost
Mail Project Cost
36 of Mar] Total Cost
No.
Units Unit Cost Total Total
or Unit Cost
Project Task Elements
Remote control gate installation
1 EA.
$ 5,6470
$ 5060
5f1%
$ 2,500
$ 7,5OO
Perimeter Fencing
Demolish Existing Fence
425
LF
$ 5
5 2,125
5096.
5 2,125
5 4,254
Irrstia It Candy Cane Style Fence
425
IF
$ 38
5 16,159
5096
5 213
$ 16,363
Subtotal
5 29,000
Contractor Overhead & Profit @ 2795
$ 8,090
Shipping Rate 4096 of total is shipped @ 15%
$ 2,006
Sales Tax. 5096 off total istaxed @ 7-75%
$ 2,;006
Project Contingency @ 4095
$ 17,664
Total Maui Project Cnstrfear of IE;tinatr or Estimate Update) $ 56,000
ENR CCI Conesponding to Year of Estimate
LA CCI Jan -2022
12144
ENR CCI Correspond ing to CAMP Report Year
LA CCI Jan -2022
12144 1-000
Total Min Project Cost (CAMP ReportYear)
$ 511, O
Project Phases Cost Rate Amount Contingency Subtotal Ilirwarrm Toil
CA Condition Assessment 6.095 S. - 20% $ - $ -
$ -
CS Conceptual Study 6.0% S - 2t!M $ - $ -
$ -
DS Design 0.696 5 - 15% 5 - 5 -
5 -
EDC Engr During Construction 0.096 5 - 15% 5 - $ -
$ -
CM Construction Mgt 55% 5 3,190 2096 5 638. 5 4,000
$ 4,666
EICD EI&C- Design 0.0% 5 - 5 - NA
$ -
EICC EI&C- Construction 6.0% 5 - $ - NA
$ -
Tnfial Project Cost (Prent Val ape in lan-N22 Ddlarsi
$ 62,000
Notes:
1) Rates for Project Phases cost are percent off Total Main Project Cost 09/23/2025
BCPS-9
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FY2023 R -CAMP Report
Project P-9,4.007, BCPS
Civ2 Improvemenis
Main Project Type
New Facility
Facility Rehabilitation
Major Maintenance
Asset Replacement
Special St &
Project Task Elements
Guardrail installation
Pave and light for vehicle pathway
Key Dates
R -CAMP Report
Initial Estimate
Estimate Update
Project Start
Material Cost Labor Cost
No. Units Unit Cost Total
75 50
5 47,700
% of Mat'il
or Unit Cost
150%
150%
2,700
5 4,500
71,550
2022
Jan -22
FY2026
S 119,250
Subtotal
$ 121,000
Contractor Overhead & Profit�
Shipping Rate
Sales Tax
Project Contingency @
Total Main Project Costrifear of Estimate or Estimate Update] 40%
50%
of total is shipped @
of total is taxed @
ENR CCI Corresponding to Year of Estimate
ENR CCI Corresponding to CAMP Report Year
Total Main Project Cost (CAMP Report Year)
279fi
15%
7.75%
40%
LACCIJan-2022
LACCIJan-2022
12144
12144
1.000
$ 34,000
$ 9,000
$ 5,000
$ 69,000
$ 240,000
$ 210,000
Project flhasm Cost
Rate
Amount
Contingency
Subtotal 'Minimum Total
CA
CS
DS
EDC
CM
E1CD
E ICC
Condition Assessrnent
Conceptual Study
Design
Engr During Construction
Construction Mgt
El &C - Design
El SC - Construction
0.0%
0.0%
0.0%
0.0%
5.5%
0.0%
0.0%
20%
20%
15%
15%
20%
NA
NA
S
S
S
S
$
Total Project Cost _ _nt Value in Lan -2022 Dollars!,
Notes:
1j Rates for Project Phases cost are percent of Total Main Project Cost 09/23/2025
BCPS-10
C5 Page 1019 of 1112
Hazen
FY2023 R -CAMP Report
Project S/P 9.4.008, BCPS
Etypass Study
Main Project Type
New Facility
Facility Rehabilitation
Major Maintenance
Asset Replacement
Special Study
Main Project Cost
Project Task Elements
This project is currently a study
Quantity
No.
Units
Material
Unit Cost
Cost
Total
R-cMMgP Reprint
hritkil Eabeate
Estitrete Update
Ptmj tStart
Labor Cost
Key Dates
222
lan-22
EY'2.ff23
Total Cost
K
%of Man
or Unit Cost
Total
Subtotal
5 -
Comractor Overhead &Profit @
Shipping Rate 4055 of total is shipped @
Sales Tax 5095 of total is fixed gl^
Project Contingency @
0%
5%
7.75%
4096
$ -
5 -
$ -
$ -
Total Ma iii Project Cost{Year of Estimate or Estimate Update) $ -
ENR CCI Corresponding to Year of Estimate
ENR CC:I Corresponding to CAMP Report Year
IA CC1 Jan
-2022
-2022
12144
12144
14141)
LA CO Jan
Total Mail Project Cost PIMP Report Year)
$ -
Project Phases Cost
Rate
Amount Contingency
Subtotal Minimum. Total
CA CorditionAssessnent
CS Conceptual Study
[k5 Design
EDC Engr During Construclion
CM Construction Mgt
El CD EI&C- Design
EICC EI&C- Construction
0.0%
0.0%
0.0%
0.0%
0.0%
0.0%
0.4%
$ - 20%
$ - 20%
$ - 15%
$ - 15%
$ - 20%
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ -
$ - NA
$ - NA
$ -
525,000 $ 25,000
$ -
$ -
$
$ -
$ -
Total Project Cost{ Present Value in Jar -21122 dalars) $ 2S,9W
Notesi
09/23/2025
BCPS-1 1
C5 Page 1020 of 1112
Hazen
FY2023 R -CAMP Report
Project P-9.4.004, BCPS
..
Main Project Type
Nev.. Facility
Fad lit Rehabilitation
Major Maintenance
Key Oates
R -C .MP Report 2622
Initial Estimate Jan -22
'.Estimate Update
K
Asset Replacement
SpeciaV Study
Project Start
FY2023
Quantity Material
Main Proj Cost
No. Units Unit Cost
Cot Labor
Total %ofMat9
Cost
Total
Total Cost
Project Task Elements
Replacement of Discharge Valves
Bypass pump system installation
Suction %atom replacement
6 1
8 EA
EA
EA
$ 4,006
$ 44,000
5 15,000
$ 24,000
$ 44,066
5 120,000
317%
300%
SiO%
5 7,206
$ 13,000
5 WOO
5 5
5 31,260
176,600
1;00,000
Subtotal
$
388,'000
Contractor Overhead &. Profit @ 27%
Shipping Rate 40% of total is shipped @, 15%
Sales Tax SO% of total is taxed .@ 7.75%
Project Contingency @ 40%
$
$
$
$
105,066
24,966
15,000
214,000
Tod Man Projerlt. Cmt{Year of'Estimate or Estimate Update) $
717,000
ENR CCI Correspond"atg to Year of Estinate LA CCI Nov -2022 ENR CCI Corresponding to CAMP Report Year IA CCI Jan -2022 1013O0
12144 1.000
Total Main Project Cot [CAMP Report Year)
$
717,000
I?ti*ett Kamm Cost Rate Amount
Contingency Subtotal Minimum
Total
CA Condition Assessment 0.0% 5 -
C5 Conceptual Study 0.0% 5 -
DS Design 0.0%. 5 -
EDC Engr During Construction 0096 $ -
CM Construction Mgt 5.5% 5 41,08.5
El CD EI&C-Design 4.0%. $ -
El CC EI&C-Construction 4096 $ -
20% 5 - 5 -
20% $ - 5, -
15% $ - 5 -
15% $ - 5 -
211% $ 8,217 5 SO,000
$ - NA
$ - NA
$
5 $
5 $
$
$
-
-
59,000
-
Thad Project Cost {Presets Value in Jan -7.022 Dollars) $
797,0011
Note
1) Project Task Bement oust from 2014 R -C IP
2) Rates for Project Phases cost are percent of Total Main Project Cost 09/23/2025
BCPS-12
C5 Page 1021 of 1112
Hazen
FY2023 R -CAMP Report
PEDject 39002-001, RBPS
Mawr El&C Rehabilitation
Main Project Type
New Facility
Facility Rehabiiitation
Major Maintenance
Asset. Replacement
Special Study
Key Data
R -CAMP Report 2022
initial Estimate Jan -22
Estimate Update
Project Start FY2024
M
!Mart Project Cost
C ity
No.
Units
Material
Unit.Cost.
Cost
Total
labor
%of Matz
Cost
Total
Total Coat
Project Task Demerits
Level transmitter for grinder
Conduit-Repacement (PVC Coated RGS}
Level indicator
Wiring - organization
Pullbaxes
2 1
1 1
5 EA
LS
EA
LS
EA
$ 7,500
$ 5,400
$ 4,500
$ 540
$ 860
$ 15.,0130
$ 5,40©
$ 4,500
$ 5451
$ 4,3430
50%
50%
50%
50%
50%
$ 7,5017
$ 2,7{17
$ 2,250
$ 270
5 2,150
5 22,507
$ 8,100
$ 6,750
$ 6141
5 6,450
Subtotal $ 45,000
Contractor Overhead & Profit g U7fi $ -
Shipping Rate 40% of total is shipped @ 15% $ 3,000
Sales Tax 50% of total is taxed @ 7.75% $ 2,000
Project Contingency @ 40% $ 20,000
Tofal Main Project Cost -Wear of
Estimate nr Estimate Update) $ 70„000
ENR CCI Corresponding to Year
ENR CCI Corresponding to CAMP
of Estimate LA CCI Jan -2022 12144
Re part Year LA CCI Jan -2022 12144 1-000
Total Main Project Cost (CMIIP Report Year) $ 70;000
Project Phases Cost Rate Amount Contingency Subtotal Minimum Total CA Condition Assessment 0.0% $ - 20% $ - $ - $ -
CS Conceptual Study 0.0%. $ - 2Q% $$ - $ -
DS Design 0.0% $ - 15% $ - $ - 5 -
EDC Engr During Construction 0.036 $ -- 15% $ - $ - 5 - CM Construction Mgt 2.O% $ 1,400 20% $ 280 $ 2,007 $ 2,000 EICD EI&C- Design 0.036 $ -- $ - MIA 5 -
EICC El &C - Construction 0.0% $ - $ - NIA $ -
Total Project Cost {Present Value in la - 122 Dollars) $ 1Z MI Notes:
1) Rates for Project Phases cost are percent of Total Main Project Cost 2) Anticipated mnditiorr-based recurring maintenance $25K/yr following €ompietion of the known elements 09/23/2025
RBPS-1
C5 Page 1022 of 1112
Hazen
FY2O23 R -CAMP Report
Project 39002-002, RBPS
Minor Mechanical Rehahili1ation
Main Project Type
New Facility
Facility Rehabilitation
Major Maintenance
Asset Replacement
Special Study
Key Dates
RCAMP Report 2022
Initial Estimate Jan' -2'2
Estimate illpdate
Project Start FY2024
X
ain Project Cost
Quantity
Material Cost
Unit Cost Total
Labor
Cost
Total Cost
Total
No.
Units
%of Marl
or Unit
Cost
Project Task Elements
Plug valves replacement
Air/Vac Valve Drain Routing
Flap Gate Allowance
Drain pipe relocation
4 1
1 3
EA
LS
LS
LF
S 1,660
$ 2,204
$ 2,204
S 10
$ 4,000
S 2,200
S 2,204
$ 30
50%
30%
30%
50%
$ 2,O0 J
$ 664
$ EEC
$ 15
$ 6,000
$ 2,860
$ 2,864
$ 45
Subtotal $ 12,000
Contractor Overhead & Profrt @ 0% $ -
Shipping Rate 40% of total is shipped @ 5% $ 1,000
Sales Tax 56% of total is taxed @ 715% $ 1,000
Project Contingency @ 4@%. $ 6,040
Total Main Project Cast[Year of Estimate or Estimate Update) $ 20,400 ENR CCI Corresponding to Year of Estimate LA CCI J'an-2022 12144 ENR CCI Corresponding to CAMP Report Year LA CCI J'an-2022 12144 L000 Total Main Project Cost )CAMP Report Year) $ 20A00
Project Phases Cast Rate Amount Contingency Subtotal 'Rnimtan Total CA Condition Assecsrnent 4.056 $ - 2[Y% $ - $ - S -
CS Conceptual Study @.456 $ - 2006 $ - $ - $ -
DS Design @.45fi $ - 15% S - $ - $ -
EDC Engr During Construction @.496 $ - 15% $ - $ - $ -
CM Construction Mgt 5.5% $ 1,100 20% $ 220 $ 2,OO4 $ 2,040 EICD EI&C- Design 6.496 $ - $ - NA $ -
E CC El &C - Construction 0.496 $ - $ - NA S -
Total Project Cost [Present Value in Dec -W21 Dollars) $ 22040 Notes;
1j Rates for Project Phases cost are percent of Total Main Project Cost 2) Anticipated condition -based recurring maintenance $25K/yr following completion of the known elements 09/23/2025
RBPS-2
C5 Page 1023 of 1112
Hazen
FY2023 R -CAMP Report
Project 39OO2-OO3, IBPS
minx structural Rehabeitatlon
Main Project Type
New Facility
FaceityRehabilitation
Major Maintenance
Asset Replacement
Special Study
Key Oates
RAMP Report 2022
initial Estimate l3.n-22
Estimate update
Project Start FY2023
x
I. 1 Project G st mammy
No.
Material Cast Labor
!into unit cost mod %rleIMO
Cast Total cont
Total
Profct Task Elements
Stripe curb around containment Basin
Bonier wall to protect SOG&E cabinets
Replace joint filler between door and laming on east face of Liu iidmg 210
140
5 LF
5f
LF
$ 6
$ 25
$ 22
5 1,155
$ 2,500
$ 110
tor%
Lao%
100)5
1,155
$ 2,500
$ 110
5 2,310
$ 5,000
s 220
Subtotal $ 0,006
Contractor b erhead & Prorrt 5 -
Shipping Rate 40% of total is shipped ,e 25% 5 1,000
Sales Tax 50% of total is taxed e 7.75% $ 1.000
Project contingency 0 40% 5 4,000
otal Man Project Cagfear of ea:100te or Esdnate Update) 5 11,000' ENR CCI Correspond rig to Tear of Estimate LA CCI ➢an -2022 12144 ENR GCI Correspond rig to CAMP Report Year LA CCI ran -2022 12144 1.000 oral NUM Pry Gast (Camp Repot `!Bai) $ 11000
•a i . SI%1[�
Melimon Total
CA Ctndidon=insolent 0.0% 5 - 20% $ - $ -
Cs Conceptual Study 0.0% $ - 20% $ - $ -
4S Design 6.4% $ - 15% $ - $. -
SAC Ergr Otairig' Cttt.,'trttction 0.09E - 15% $ - $
CM Canstruc n Mgt 0.0% - 20% 5 - $ -
EICD EI&C -Cesgn 0.0% 5- 5 -
E➢CC EI&C- Construction 60% $ - $ -
$ -
$ -
-
5 -
$ -
NA $ -
NA $ -
Total Project Cost (Preen Value in La -2022 Dollars) 5 ➢4,000 Notes:
1) Pates for R t Phases cost are percent of Total Main Project Cost 2) Anticipate 25k every 3 years for maintenance
09/23/2025
RBPS-3
C5 Page 1024 of 1112
Hazen
FY2023 R -CAMP Report
Project 39002-644, RBPS
SCAllA Migratiota
Main Project Ty pe
Flew Facility
Facility Rehabilitation
Major Maintenance
Asset Replacement
Special Study
Key Dates
R -CAMP Report 2022
Fnitial Estimate Jan -22
Estimate Update
Project Mart
FY2023
Mann Project Cost
Quantity Material Cost
Labor Cost
No. Units Unit Cost Total % of Mat9 Total
Total Cost
Project Task Elements
Migrate 5-8 screens to the new SCADA system
1 LS
Subtotal
48,600
ContractorCNerhead Si. Profit
Shipping Rate
Sales Tax
Project Contingency @
Total Main Project Cost(Year of Estimate or Estimate Update] 40%
56%
of total is shipped
of total is taxed @
27%
95%
7.75%
1596
7,660
$ 55,000
ENR CCI Corresponding to Year of Estimate
ENR CCI Conesponding to CAMP Report Year
Total Man Project Cost (CAMP Report Year)
LA CCI Jan -2022
LA CCI Jan -2022
12144
12144
1.000
$ 55.006
Project Phases Cost
Rate
Amount
Contingency
Subtotal Minimum Total
CA
CS
DS
EDC
CM
EICD
EICC
Condition Assessment
Conceptual Study
Design
Engr During Construction
Construction Mgt
EI&C- Design
EI&C - Construction
20%
20%
15%
15%
3,025 20%
665
4,000
NA
NA
3,000
Total Project Cost (Present Value in Jan -2022 DoIarsj
Notes:
1) Rates for Project Phases cost are percent of Total Main Project Cost 2) Source: 25% of EA Proposal .421EW,,O44 ES11MA TE 1yt Station Hai Upgrade 0.10.0, provided 1/1420.22 $ 58.006
09/23/2025
RBPS-4
C5 Page 1025 of 1112
Hazen
FY2023 R -CAMP Report
Project 39002-005, RBPS
Site Safety Improvement
Main Project Type
New Facility
Facility Rehabilitation
Major Maintenance
Asset Replacement
Special Study
Key Dates
fl -CAMP Report 2022
Initial Estimate Jan -22
Estimate Update
Project Start FY2023
Il
(plain Project Cost font ty'
No. Units
Material Cost labor Cost Total Cost
Unit Cost Total % of Matz Total
Project Task Elements
Lookout devices
Camera toward basin
1C=
1 EA
E.
S 30
$ 1,000
S 300
$ 1,000
150%
200%
$ 450
$ 2,000
$ 750
$ 3,000
Subtotal
$ 4,000
Contractor Overhead & Pro€rt gi. 27%
Shipping Rate 40% of total is shipped @ 15%
Sales Tax 50% of total is taxed @ 7-7'5%
Project Contingency @ 40%
$ 2,000
$ 1,Oo0
$ 1,000
$ 4,000
Total Main Project Cost(Year.of Est, hate or Estimate Update) $ 12.000
ENR CU Corresponding to Year of Estimate LA Ca Jan -2022 ENR CU Corresponding to CAMP Report Year LA Ca Jan -2022 12144
12144 1.000
Total Main Project Cost (CAMP Report Year}
$ 12,006
Project Phases Curt Rate
Amount
Contingency Subtotal Minimum Total
CA Condition Assessment 0.0%
CS Conceptual Study 0.0%
as Design 0.0%
EDC Engr During Construction 0.0%
CM Construction Mgt 5-5%
ECD EI&C- Design 0.0%
E1CC EI&C- Corstructi on 0.0%
$ -
$ -
$ -
$ -
$ 660
$ -
$ -
20% $ - $ - $ -
20% $ - $ - $
15% $ - $ - $ -
15% $ - $,. - $ -
20% S 132 $ 1,000 S 1,000
$ - NA $ -
$ - NA $ -
Total Project Cost (Present Value in Jan -2023 DmIars)
$ ]3,006
Notes:
1] Rates for Project Phases cost are percent of Total Main Project Cost 09/23/2025
RBPS-5
C5 Page 1026 of 1112
Hazen
FY2023 R -CAMP Report
Project Sf P 9.1.006, RBPS
Containment Basis Repair
Main Project Type
New Facility
Facility Rehabilitation
Major Maintenance
Asset Replacement
Special Study
Key Dates
R - CAMP Report
Initial Estimate
Estimate Update
Project Start
2622
Jan -22
PY2n19
Quantity Material
Main Project Cost
No. Ur it Unit Cost
Cost
Total
Labor
46 of Mari
or Unit Cost
Cost
Total Cost
Total
Project Task Elemenis
This project is currently a study
Subtotal
$ -
Contractor Overhead & Profit @ 0%
Shipping Rate 40% of total is shipped @ 5%
Sales Tax 50% of total is taxed @ 7.75%
Project Contingency @ 4096
$ -
$ -
5 -
$ -
Total Main Project Cnst(Year of Estimate or Estimate Update) $ -
ENR CCI Corresponding to Year of Estimate LA CCI Jan -2022 12144 ENR CCI Corresponding to CAMP Report Tear LA CCI Jan -2022 12144 L0cO Total Main Project Cost [UMW Report Year}
$ -
eject Phases Cast Rate Amount Contingency Subtotal Minimum Total
CA Condition Assessment 0.0% $ - 20% $ - $ -
CS Conceptual Study QA% $ - 20% $ - 5 -
DS Design 0.6% $ - 15% $ - 5 -
EDC Er gr [Suring Construction 0.6% $ - 15% $ - $ -
CM Construction Mgt 0.096 $ - 2046 $ - 5 -
EICD El &C - Design 0.096. $ - $ - NA
E!CC El &C - Construction 0.09fi $ - $ - NA
5 -
5 50,000
5 -
5 -
5 -
$ -
$ -
Tma1 Project Cost [Present Value in J - 22 Dollars)
$ 50,000
Notes:
1] Rates for Project Phases cost are percent of Total Main Project Cost 09/23/2025
RBPS-6
C5 Page 1027 of 1112
Hazen
FY2023 R -CAMP Report
Project 4.1.008, REPS
Major Equpment CP
Main Project Type
Key Dates
New Facility
RCAMP Report
2023
Facility Rehabilitation
Initial Estimate
Jan -22
1,"a: or Maintenance
3 Estivate Update
Asset Replacement
Project Start
FY2026
Special Study
Quantity Material Cost Labor Cost
Main Project Cost % of Mat'I
Total Cost
No. Units Unit Cost Total or Unit
Total
Cost
Project Task Elements
HVAC - AC for Electrical Roam
1 LS
$ 2,300
$ 2,300
50%
$ 1,150
$ 3p56
Valve Replacement- Pump Check and Isolation Valves , Flap 1 LS
$ 15,000
$ 15,000
50%
$ 7,500
$ 22,500
ValueAutomation- ContainmentBasinDrainValve
1 LS
5 6,500
$ 6,533}
100%
5 6,500
$ 13,000
Subtotal
$ 39,000
Contra ctor Overhead & Profit @ 27%
$ 11,000
Shipping Rate 40% of total is shipped @ 15%
5 3,000
Sales Tax 50% of total is taxed @ 7.75%
5 2,000
Project Contingency @ 40%
5 22,000
Total Main Project Cost(Year of Estimate or Estimate Update} $ 71,000
ENR CCI Corresponding to Year of Estimate LA CCI Jan -2022 12144 ENR CCI Corresponding to CAMP Report Year LA CCI Jars -2022 12144 L000
TataI Main Project Cost (CAMP Report Year)
S 77.,A00
Project Phases Cost Rate Amount Contingency
Subtotal Minimum
Total
CA Condition Assessment 0.0% 5 - 20% 5 -
$ -
$ -
CS Conceptual Study 0.0% 5 - 20% $ -
$ -
5 -
DS Design 8.0% $ 6,150 1546 $ 924
$ 5,000
$ 8,000
EDC Engr Ourirg Construction 4.5% $ 3,465 1546 $ 520
$ 4,000
$ 4,000
CM Constrtiraion Mgt 5,5% $ 4,235 206 5 847
$ 6,000
$ 6,O00
EICD EI&C- Design 5.0% 5 3,850
$ 4,000 NA
5 4,000
EICC EI&C- Construction 5.0% 5 3,850
$ 4,000 NA
5 4,000
Total Project Cost (Present Value in Dec -2022 Dollars) $ 103,000
Notes;
1) Rates for Project Phases cost are percent of Total Main Project Cost 09/23/2025
RBPS-7
C5 Page 1028 of 1112
Hazen
FY2023 R -CAMP Report
Project SIP 9,1.009, RBPS
Pump Station Resd ency
Min Project Type
New Facility
Facility Rehabilitation
Major Maintenance
Asset Replacement
Special Study
Key Dares
R-CAMIP Report
Initial Estimate
Estimate Update
Project Start
2022
Jan -22
FYC2O14
K
Quantity Materiad Cost
Main Project Cost
No. Units Unit Coast Total
labor
yf, of Mat9
or Unit Cost
Cost
Total Cost
Total
Project Task Elements
This project is currently a study
Subtotal
$ -
Contractor Overhead & Profit @ 0%
Shipping Rate 40% of total is shipped @ 5%
Sales Tax S0% of total is taxed @ 7/5%
Project Contingency @
$ -
$
$
r .-i , - t,+1 J
Estimate or Estimate Update}
of Estimate LA CCI Jan -2626 12144
Report Year IA CCI Jan -2020 12144
1.000
$ -
ENR CCI Corresponding to Year
ENR CCI Corresponding to CAMP
Total Main Project Cost }CAMP Report Year
$ -
Project Plows Cost Rate Amount Contingency
Subtotal Minimum
Total
CA Condition Assessment 0-0% $ - 2096 $ -
CS Conceptual Study 0.0% $ - 20% $ -
Ds Design 0.0%. $ - 15% 5. -
EDC Engr During Construction OA% $ - 15% $ -
CM Construction Mgt OE $ - 2036 $ -
EICD El&C - Design 0;0%- $ -
E1CC El &C - Construction 0.0% $ -
$ -
5 - $27,000
5 -
$ -
$ -
$ - NA
$ - NA
$ -
$ 27,000
5 -
$
$ -
$ -
5 -
Total Project Cost }Present Value in Tan-2ll22 Dollars} $ 27,IKp
Notes
DI Rates for Protect Phases cost are percent o€ Total Main Project Cost 09/23/2025
RBPS-8
C5 Page 1029 of 1112
Hazen
FY2023 R -CAMP Report
Project 9.1.010, RBPS
Soon and FOG Abatement
Main Project Type
New Facility
Facility Rehabilitation
Major Maintenance
AssetR.epiacemerr
Special Study
Key Dates
R -CAMP Report 2022
Initial Estimate Jan -22
Estimate Update
Project Start FYZP23
x
Quantity Material
Mawr Project Cost
No. Units. Unit Cost
Cost labor
%of Mat'l
Total
or Unit Cost
Cost
Total Cost
Total
Project Task Elements
Bypass pump system installation
Implement recommended option for FOG and scum mitigation 1 DI
EA
$ 44,000
$ 44,900
300%
$ 132,000
$ 175,000
$ 205,000
Subtotal $ 352,000
Contractor Doe ad & Profit @
Shipping Rate
Sales Tax
Project Coningency @
-, va arti
40% of total is shipped @
50% of total is taxed @
ear •�mateU .ae)
of Estimate
Report Year
0%
5%
7.75%
20%
IA CCI Jae
$ -
$ 6,900
$ 15,000
$ 81,000
$ , o
-2022 12144
-2022 12144 1.000
ENR CCI corresponding to Year
ENS CCI Corresponding to CAMP
IA CCI Jan
otal Main Project Cost CAMP Refit Meal $ AMMO
Project Phases cost Rate Amount Contingency subtotal Minimum Tout CA Condition Assessment 0.0% $ - 20% $ - $ - $ -
CS conceptual Study 0.0% $ - 20% 5 - $ -
OS Design 0-0% $ - 15% 5 - $ - - -
EDC Ell gr Daring Construction 0.0% $ - 15% $ - $ - -
CM construction Mgt 0.0% $ - 20% $ - $ - $ -
EICD EI&C - Design X0.0% $ - $ - N0. $ -
E.ICC El&C - Construction 0.0% $ - $ - NA $ -
Total Project cost {Present vain in Jan -3022 Dollars] S 4NYiu.
Notes:
1) Rates for Project Phases Cost are percent of Total Main Project Cost 2j Source: NOR Tedr.nical Memorandum ESTIMATE Fats, Oils, and Grease Mitigation, provided 7/20+2021 09/23/2025
RBPS-9
C5 Page 1030 of 1112
Hazen
FY2023 R -CAMP Report
Project 9,1,011, RBPS
Site Security Improvements
Main Project Type
key Dates
New Facility
R -CAMP Report 2022
Facility Rehabilitation
X
Initial Estimate Jan -22
Major Maintenance
Estimate Update
Asset Replacement
Project Start FY2024
Special Study
Quantity
Material
Cost
Labor
Cost
Maki Project Cast
% of Mat'{
Total Cost
No.
Units
Unit Cost
Total
or Unit Cost
Total
Project Task Elements
Entry gate replacement
1 EA
$ 5,0100.00
5 5,000
100%
5 5,.0100
5 10,000
Lighting improvement
5 EA.
$ 2,50(100
$ 12,500
250%
$ 31,.25❑
5 43,750
Access Road Improvement
Pavement Demolition
1,062
SY
$ 6
$ 6,371
100%
5 6,371
5 12,743
Pavement Disposal
177
CY
5 22
$ 3,805
100%
5 3,805
$ 7,610
Paving
1,062
SY
S 22
S 22,331
200%
S 45,661
5 68,492
Site Asphalt Seal
300
SY
$ 6
$ 1,800
200%
5 3,600
$ 5,400
Perimeter Fencing
Demolish Existing Fence
625
LF
$ 6
5 3,438
$ 3,438
Install Fence Candy
625
LF
$ 48
5 30,000
5 8
5 4,68a
S 34,688
Cane Style Fence
Subtotal 5 187,000
Contractor Overhead & Profit g 27% $ 51,000
Shipping Rate 4096 of total is shipped @ 15% $ 12,000
Sales Tax 5096 of total is taxed @ 7.75% 5 8,000
Project Contingency @ 40% 5 104„000
Total Main Project CosttYear of Estivate or Estimate Update) $ 362,E ENR CCI Corresponding to Year of Estimate
LA CCI Ian -2022
12144
ENR CCU Corresponding to CAMP Report Year
LA CCI Jan -2022
12144 1.000
Toil Main Project Cost (CAMP Report Year) $ 362,083
Project Masts Cost Rate Amount Contingency Subtotal Minirtrom Total CA Condition Assessment 0.0% $ - 20% 5 - $ - $ -
CS Conceptual Study 0.0% 5 - 20% 5 - $ - $ -
[DS Design 0.0% 5 - 15% 5 - $ - 5 -
EDC Engr During Construction 0.0% S - 1596 S - S - 5 -
CM Construction Mgt 4.8% 5 17,195 20% 5 3,439 $ 21,000 $ 21,000 EICD El&C-Design 0.0% 5 - S - NA 5 -
EICC El&C-Construction 0.0% 5 - S - NA S -
Totl Project Cost {Present Value in lan-2022 Dollars] $ 383,000 Fbtes:
1j Rates for Project Phases cost are percent of Total Main Project Cost 09/23/2025
RBPS-10
C5 Page 1031 of 1112
Hazen
FY2023 R -CAMP Report
Project 32002-}01, BVPS _
Minor EI&C Rehabilitation
Main Project Type
Rey Oates
New Facility
R -CAMP Report 2022
Facility Rehabilitation
I[
Initial Estimate Jan -22
Major Maintenance
Estimate Update
Asset Replacerrnent
Project Start FY2O23
Special Study
Quantity
Material
Cost
Labor
Cost
Main Project Cost
Total Cost
No.
Units
Unit Cost
Total
% of Matz
Total
Project Task Elements
Conduit- Replacement
1 LS
$ 2,8 0-00
$ 2,000
SO%
$ 1,400
$ 4,200
Wet well lights -po'e mounted
6 EA
$ 3,000.00
'$ 18,000
SO%
$ 9;,000
$ 27,000.
LED lights - wa 1. mounted
20 EA
$ 1,0CCi0.OO
$ 20,0
50%
1➢;,000
$ 30,000
Level indicator and switch installation
2 EA
$ 5,400.00
$ 1O,000
50%
$ 5,.000
$ 15,1100
Sensor installation
1 EA
$ 500.00
$ SOO
50".!6
$ 250
$ 750
Pr.sure transmitter replacement
1 EA
$ 5,400
$ 5,400
50%
$ 2,700
$ 8,100
Wet well control panel
1 EA
$ 3,750
$ 3,750
50%
$ 1,875
$ 51625
Misc Electrical
1 LS
$ 10,000
$. 10,000
Subtotal $ 10
Contractor 'Overhead & Profit 0% $ -
Shipping Rate 4O% of total is shipped @ 15% $ 7,000
Sales Tax SO% of total is taxed @ 735% $ 4,;000
Project Contingency @ 41% $ 451000
Total Man Project Cost]Yearof Estimate or Estimate Update] $ 157,000 ENR CCI Corresponding to Year of Estimate
IA CCI Jan
-2022 12144
ENR CCI Corresponding to CAMP Report Year
LP, CCI Jan
-2622 12144 1.000
Totem Man Project Cost (CAMP Report Year) $ 157,000
Project Phases Cast Rate Amount Contingency Subtotal Minimum Total CA Condition Assessment 0.0% $ - 20% $ - $ - $ -
CS Conceptual Study 0.0% $ - 20% $ - $ - $ -
DS Design 0.0% $ - 15% $ - $ - $ -
EDC Engr During Construction 0.496 $ - 15% $ - $ - $ -
CM Construction Mgt 2.0% $ 3,140 20'% $ 628 $ 4,406 $ 4,000 EICD El&C- Design O_O% $ - $ - NA $ -
EICC El&C- Construction 0.096 $ - $ - NA $ -
Total Project Con 'Present Value in Jan -2072. Dollars} $ 161,000 Notes:
1] Rates for Project Phases cost are percent of Total Main Project Cost 2}Anticipated condition -based recurring maintenance $25K/yrfollowing compfietion of the known elements 09/23/2025
BVPS-1
C5 Page 1032 of 1112
Hazen
FY2023 R -CAMP Report
Project 32002-002, BVPS
Minor Mechanical kil'jb1Itidinn
Main Project Type
New Facility
Fadlity NehablStatie n
Major Maintenance
Asset Replacement
Special Study
Key Oates
R -CAMP Report 2032
Initial Estimate lan-22
Estimate Update
Project. Start FY2O24
Male Project cost
cloantity
Material Cost
No. Waits UnitCast Total
Lecher Cost
% of Mat'I
or Mkt Cost
Total
TotiCblt
Project Task Ele
Spray system pipe replacement
Pipe Replacement
Valve replacement/modifications
Minor Valve replacement
Replace Fan assembly
20 LF $ 60 $ 1,200
5 EA S 600 $ 3.002
1 EA S 5.000 5 5.000
I EA 5 17,200 5 17,20
150%
75%
50%
25%
5 5
1,500
2,250
2,502
4,304
S
S 3.000
5 5250
5 7,500
S 21,502
Subtotal
Contractor Overhead & Profit @
Shipping Rate 4045
Sales Tax 53%
Project Contingency
Total Main Prelled Cost(Yeerof Estimate or Estknate upate) ENR CO Corresponding to Year of Estimate
ENR CCl Corresponding to CAMP Report Year
Toil Main Pro(ed Cost (CAMP Report Year)
35.003
0%
of total Is shipped ga 15%
of total Is taxed 7.75%
35%
A
LA CCI Ian -2022
LA CCI Ian -2022
12144
12144
l.Jn`
$ 184010
Project Phases Cast
Nate
Amount
Contingency
Si htotal Minimum TOM
CA
a
05 LOC
CM
Otto
EECC
Condition Assessment
Conceptual Study
Design
Frier Dun% Constru ea on
Construction Mgt
El&C- Design
EI&C- Construction
Total Project Cost {Present Vakie kt 1a1-2022 Dollars]
Notes:
1) Rates for Project Phases coat are percent of Total Main Project Cost 2y Anticipated condition -based recurring maintenance 525Kfye loilowktg completion of the known elements 0-096
0.0%
3.0%
3.0%
55%
3."
QA%
S
S
S
S
S
$
20%
20%
15%
15%
3,245 20%
5 S
5 S
S
649
5 $
S
4,020
- NA
- NA
4,000
$ 63,1100
09/23/2025
BVPS-2
C5 Page 1033 of 1112
Hazen
FY2023 R -CAMP Report
Project 32002-0103, BVPS
Rey Dimes
RAMP Report 20.22
Initial Estimate lan-22
Estimate Update
Project Start F72423
Minor Structural Rehabilitation
Mom iProjea Type
Flew Faciity
Facility Rehabilitates.
Major Maintenance
Asset Replacement
Special Study
4 Climmits
Metsfai
Cost
Labor Com
Main Project Cost
Total Coat
No
Units
]Art Cost
Tots
SI of Matz Total
Project Task Elements
Clean torture wnto, flours, and equipment pads caused by groundwater intrusion and 3,500
SF
$ 1i.
5 38,5108
40PS6
$ 58,500
r 77,060
miscellaneous surface staining
Roof Sealing
1,5510
Sf
5 5
5 7,500
2141%
$ 15,000
$ 22,50D
Drainage inprowenrcnt
50 LE
5 05
5 4,250
200%
$ 5.500
$ 12,750
Awing installaboo
1 EA
$ 500.00
$ 500
18091
$ 500
$ 1,000
Replace skylight hatch frame in the barrel roof
I
EA
5 2,2110
$ 2,288
200%
$ 4400
$ 6,800
Subtotal S 120,000
Contractor Due -l- e:t & Profit @ 0% 5 -
St*ping Rote 40% of tom! is shipped @ii 15% 5 8,000
Sales Tax 50% or total is raced C 7.75% $ 5,008
Prole,. Contingency @ 40% $ 54.080
otd M® Pr.je.ot CostrYear of
En iniste or Estimate U'pd tel $ 187,008
ENRCCI Corresponding to year
of Estimate
LA CCI Ram
2022 12144
ENR CCI Corresponding to CAMP Report Year
LA CCI Pan
-2822 12144 1.048
mat Main Project Cost 'CAMP Report peer' $ 117•,008
Project Phases Cmt Rate Amount Contingency Stdototal Minimum Total CA Condition Assessment 0.0% $ - 2414': 5 - $ - 5 -
CS Conceptual Study 0.0% $ - 20% 5 - $ - 5 -
DS Design 0.0% $ - 15% $ - $ - $ -
EOC Engr During Construction 0.0% $ - 15% $ - $ - 5 -
CM Construction Mgt 0.0% 5 - 20% $ - $ - 5 -
EOCD EI&C-Desgn 0.0% $ - $ - NA $ -
EtCC ELSE -Constructor: 0.0% 5 - $ - NA 5 -
Tatn1 Project Cost [Present Volta is on -502 Dams} $ 187,840 Notes_
III Rates for Project. Photo cost are percent ofTotal Main Project Cost 2j Anticipate 25 r ever,- 3 pears nor maintenance.
09/23/2025
BVPS-3
C5 Page 1034 of 1112
Hazen
FY2023 R -CAMP Report
Project 32002-404, BVPS
SCAM Nitration
Main Project Type
New Facility
Facllt/ Rehabilitation
Major maintenance
Asset Replacement
Spedal Stuudy
Key Dates
R -CAMP Report 2022
Initial Estimate Jan -22
Estimate update
Project start FY2023
X
Quffeity material cast taborGost
Main Project cast Total Gast
Nu. thit3 Unit Cost Total %oF Marl Total
Palled Task Elements
Migrate 5-5screens to the nem SCADA system j2l
1 l5
$ 48AC'
subtotal $ 48:,.OtKY
Contractor overhead & Profrt g 27%
shipping Rate 40% oftotal is shipped @ 15%
Sales Tao 50% of total is Mired @ 7.75%
Project Contingency @ 15% 7,Ot16
oral P, ii Protect Cost(Year of Estimate or Estimate Update] $ 55,006 ENR C1CorrapomdilgtoYearofEstimate
ERR CCI Correspondilgto CAMP Report Year
LACCI
Ran -2022 12144
-2022 12144 1..640
LA CCI Rare
oral Nan Project Cast (CAMP Report
'rear) $ 55,t1O6
Protect Phases Cost Rate Amount coati twenty Subtotal Minimum Total CA Condtion Assessment 0.0% $ - 20% $ - $ - $ CS Conceptual Study 6-0% $ - 26% $ - $ - $ G5 Design O.O9fi S - 15% $ - $ - $ -
EDC Env curing Construction 0.0% $ - 15% $ - $ - $ -
CM Construction Mgt 55% $ 3,025 20% $ 505 $ 3,406 $ 3,1106 EICD EI&C-Design 6-0% $ - NA $
EICc EI&C - Construction 0-0% $ - NA $
�.�. Pulpit Cost (Present Value n➢am-2022 Dollars( $ 58,000 motes:
1I Sates for Project Phase cost are percent of Total Masi Project Cost 2) Source: 25%of EA Proposal EA2IEINAO44 ESTIMATE Lift SrntiO.n HMr upgrade alms , pro,,vded 1/.1412022 09/23/2025
BVPS-4
C5 Page 1035 of 1112
Hazen
FY2023 R -CAMP Report
Project 32(92-[Y9S, GYPS
Site Safety Improvements
Main Project Type
Key Dates
New Facility
R- AMP Report 2022
Facility Rehabilitation
]t
Initial Estimate Jan -22
Major Maintenance
Estimate Update
Asset Replacement
Project Start FY2023
Special Study
Main Project Cost
Quantity
Material
Cost
Labor
Cost
Total Cast
No.
Units
Unit Cost
Total
% of Marl
Total
Project Task Elements
Add safety grate to hatch at Barrel Room roof
1 EA
$ 1,160
$ 1,100
100%
$ 1,160
5 2,200
Lockout devices for valves
16 EA
$ 30.00
$ 300
1S0%
5 450
5 750
Ladder cage on roof
1 EA
$ 2,000
5 2,000
150%
$ 3,060
5 5,000
Motion sensor lighting
10 EA
$ 40.60
$ 400
156%
$. 660
5 1,060
Perimeter Fencing
5 -
Demolish Existing Fence
625
LF
S 6
$ 3,750
5 3,750
Install Fence
62S
LF
5 38
5 23,750
$ 10
$ 6,250
$ 30,000
Subtotal $ 93',0(90
Contractor Overhead & Profit @ 27% 5 12,600
Shipping Rate 40% of total is shipped O 15% 5 3,000
Sales Tax 50% of total is taxed @It 7.75% $ 2,960
Project Contingency @ 40%
$ 24,5160
Total Main Project CostYeor of Estimate or Estimate Update) $ 84,000
ENR CCI Correspandingto Year of Estimate
LA CCI Jan
-2022 12144
EMI CCI Corresponding to CAMP Report Year
LA CCI Jan
-2022 12144 1.000
Total Main Project Cost (CAMP Report Year) $ 84,090
Project Phases Cost Rate Amount Contingency Subtotal Minimum Total CA Condition Assessment 0.0% 5 - 26% 5 - 5 - 5 -
CS Conceptual Study 0.0% 5 - 26% 5 - S - S -
DS Design 0.0% 5 - 15% 5 - 5 - 5 -
EDC EngrDuringConstruction 0.0% 5 - ]5% 5 - 5 - S -
CM Canstructian Mgt 5.5% 5 4,670 24% 5 924 5 6,000 5. �6,46U EICD EI&C - Design 0.0% $ - 5 - NA $ -
EICC El &C - Construction 0.0% 5 - 5 - NA $ -
Total Project Cost (Present Value in lan-2022 Dolbrs) 5 90,000 Notes;
1) Rates for Project Phases cast are percent of Total Main Project Cost 09/23/2025
BVPS-5
C5 Page 1036 of 1112
Hazen
FY2023 R -CAMP Report
Project 32002-006, BVPS
Sl, Ltural Improvements
Main Project Type
New Facility
Facility Rehabilitation
Major Maintenance
Asset Replacement
Special Study
Main Project Cost
Quantity
No.
Units
Material Cost
Unit Cost Total
$ 5S-00 $ 2,200
Labor
% of Matz
100%
R -CAMP Report
Initial Estimate
Estimate Update
Project Start
Cost
Total
$ 2,200
Key Dates
2022
Jan -22
FY2023
Total Cost
$ 4,400
0L
Project Task Elements
Seal locations of concrete seeping
40 LF
Subtotal
$ 5,0®0
Contractor Overhead & Profat 27%
Shipping Rate 40% of total is shipped @ 1S%
Sales Tax 50% off total is taxed @ 7-75%
Project Contingency @ 40%
$ 2,000
$ 1,000
$ 1,000
5 4,000
Total Mane Project Cost}Year of Estimate or Estimate Upe j $ 13,000
ENR CCI Corresponding to Year of Estimate
ENR CCI Corresponding to CAMP Report Year
LA CCI la
n-2022
n-2022
12144
12144 1.000
L4 CCI la
Total Main Project Cost (CAMP Report Year)
$ 13.000
Project Phases Cost Rate Amount
Contingency Subtotal Minimum Total
CA Condition Assessment 0:0% 5 -
CS Conceptual Study 0:0% $ -
D5 Design 417% $ 520
EDC Engr During Construction 010% $ -
CM Construction Mgt 5.5% $ 715
E]CD El&C-Design 0.096 $ -
E1CC El&C- Construction 0.0% $ -
20% $ - $ - 5 -
20% $ - $ - $ -
15% 5 78 $ 1,000 $ 1,000
15% $ - $ - $ -
20% $ 143 $ 1,000 $ 1,00G
$ - NA $ -
$ - NA. $
atalProject Cost (Foment Value in Jan -2a22 O ars)
$ 13.000
Notes:
11 Rates for Project Phases cost are percent of Total Main Project Cost 09/23/2025
BVPS-6
C5 Page 1037 of 1112
Hazen
FY2023 R -CAMP Report
Project 5/P 9.3.008, BVPS
Major Equipment CIP
Main Project Type
Keys Dates
New Facility
RCAMP Report
2022
Facility Rehabilitation
Initial Estimate
Jan.22
Major Maintenance
k
Estimate Update
Asset Replacement
Project Start
FY2025
Special Study
Quantity
Material
Cost
Labor
Cost.
Main Project Cost
% of Mae!
Totat Cost
No.
Units
Unit Cost
Total
or Unit
Total
Cost
Project Task Elements
Ail t°MaticTransfer Switch • 80OA/48OV
1 LS
$ 80,500
$ 80.500
20%
$ 16,100
$ 96,600
Motor Control Center jMCC-1 & MCC.2j
1 LS
$ 322,000
$ 322.;000
25%
$ 80,500
$ 402,500
Distribution Switchboard • 2400 Anip, 480V
1 LS
$ 31,000
$ 31.000
25%
$ 7,750
$ 38,,750
HVAC- Wet and Dry Pit HVAC AC for Electrical RI
LS
$ 23,700
$ 23.700
30%
$ 7,110
$ 30,810
HeadworksGates andGrinders
1 LS
$ 69,000
$ 69.000
20%
$ 13,,800
$ 82,800
Valves • Dry Pit
1 LS
$ 69,000
$ 69.000
20%
$ 13,800
$ 82,800
Grating C=RP Square Mesh
1 LS
$ 3,370
$ 3,370
50%
$ 1,685
$ 5,055
Roof - Tile Roofing
1 LS
S 27,000
$ 27,000
300%
$ 81,000
$ 108,000
Evaluation of berm
1 LS
$ 50,000
$ 50,000
$ 50,000
2" backflow pipe
30 LF
S 12
$ 360
200%
$ 720
$ 1,080
Su total
$ 849,000
Contractor Overhead & Profit ffi 27%
$ 243,000
Shipping Rate 40% of total is sh 15%
$ 54,000
SSales. Tax 50% of total is to 7.75%
$ 35,000
Project Contingency gti 40%
$ 493,0[X}
Total Main Protect Cost(Year of Estimate or Estimate Update) $ 1,724,000
ENR CCI Corresponding to Year of Estimate
LA CCI Jan -2022
12144
ENR CCI Corresponding to CAMP Report Year
LA CCI Jan -2022
12144 1.000
Total Main Protect Coat {CAMP Report Year)
$ 3,724,000
Protect Phases Cost Rate Amount Contingency 5thtolltai Mfrtiknum Total
CA Condition Assessment 0-0% $ 20% $
$
CS Cancep tual Study 0-0'66 $ 20% $ $
$
D5 Design 8-0% $ 137,920 15% $ 20,68 $ 159,000
$ 159,000
EDC Engr During Construction 4.5% $ 77,580 15% $ 11,637 $ 90,000 $ 90,000
CM Construction Mgt 5-5% $ 94,303 20% $ 18,861 $ 114,000 $ 114,000
EICD EI&C- Design 5.0% $ 86,200 $ 87,000 NA
$ 87,000
EICC EI&C• Construction 5.0% $ 86,200 $ 87,000 NA
$ 87,000
Total Protect Cast (Prtsem Value in Ian -2022 Dollars)
$ 2,251,000
Notes:
1J Rates for Project Phases cost are percent of Total Main Project Cost 09/23/2025
BVPS-7
C5 Page 1038 of 1112
Hazen
FY2O23 R -CAMP Report
Project 9.3.009, BVPS
, Security Imp erns
Main Project Type
Km/ Dates
New Facility
fl -CAMP Report
2022
Facility Rehabilitation
Pf
Initial Estimate
Jart-1
Major Maintenance
Estimate Update
Asset Replacement
Project Start
FY2023
Special study
Quantity Material Cost Labor Cmst
. Fw Project Cost
% of Matz
FYo. Units Unit Cost Total
or Unit Cost
Total Cost
Total
Project Task Elements
Access road improvement
Pavement Demolition
1,089
SY
$ 5
$ 5,533
100%
5 5,533
$ 13.057
Pavement Disposal
181
CY
$ 22
$ 3,993
100%
5 3,993
5 7,98$
Paving
1,089
SY
$ 22
5 23,955
203%
$ 47,9,11
5 71,857
Subtotal
$ 93,000
Contractor Overhead & Profit O
27"%
$ 25,000
Shipping Rate 40% of total is shipped O
15%
5 5,000
Sales Tax 50% of total is taxed @
7-75%
5 4,000
Project Contingency O,
40%
$ 52,000
Mal Main Project Ccrst(Year of Estimate or Estimate Updated $ 181,000
ERR CCI Corresponding to Year of Estimate
LA CCI Jan
2022 12144
ERR CCI Corresponding to CAMP Report Year
LA CCI Jan
2022 12144
1.000
Mal Main Project Cost (CAMP Report Year)
$ 181,000
reject Phases. Cost
Rate AMOI rtt Contingency
subtotal Minimum
Total
CA Condition Assessment
O 46 $ - 20% -
05 Conceptual Study
0.0% $ - 20% $ -
$ -
$ -
D5 Design
110% $ - 15% $ -
$ -
5 -
€DC Engr During Construction
0.0% $ - 15% 5 -
$ -
S -
CM Construction Mgt
5.5% $ 9,955 20% $ 1,991
$ 12,000
$ 12,000
EICD EI&C - Design
0.0% 5 -
$ - NA
5 -
EICC El &C - Construction
110% $ -
$ - NA
5 -
otail Project Cost (Present Value to Jan -2022 Dollars) $ 193,000
Notes:
if Rates for Project Phases cost are percent of Total Main Project Cost 09/23/2025
BVPS-8
C5 Page 1039 of 1112
Hazen
FY2023 R -CAMP Report
Project 5/P 9 3.01©, 6VP5
Buena Vista Pump Station Fa .end Alternative
Analysis (formerly known as Retnration Study)
Maui Project Type
New Facility
Facility Rehabilitation
Major Maintenance
Asset Replacement
Special Study
Key Dates
RAMP Report
Initial Estimate
Estimate Update
Project Start
2022
lan-22
FY2023
91 Main Project Cost
Quantity Material
No. Units kit Cost
QM: Labor Cast
%of Marl Total Cost
Toml Total
or Unit Cost
Project Task Elements
This project is currently a study
Evaluation of generator system R new pump station
deed
Contractor Overhead & Profrt:.@
Shipping Rate 40% of total is
Sales Tau 50% of total is
Project Contingency. @
CI%
5%
7.75%
40%
.:.
S -
Total Main Project Coat' ear of Estimate or Estimate Update) $ -
ENR CCI Correspond ing to Year of Estimate
ENR CCl Corresponding to CAMP Report Year
LA CCI Jan
-2022 12144
-2022 12144
L000
LA CCI Jan
Total Main Project Cost (CAMP Report Year)
$ -
Project Phases Cost
Rate Amount Contingency
Subtotal Minimum
Total
CA Condition Assasn
CS Conceptual Study
DS Oesign
EDC Engr During Const
CM Construction Mgt
EICD El&C - Design
EICC: El &C-
0-036 5 - 20% $ -
0-0% $ - 20% S -
0-O% $ - 15% $ -
0-0% $ - 15% $ -
CLEM $ - 20% $ -
0-0%. $ -
0 -DM $ -
$ -
$ - $250,000
$ -
$ -
$ -
$ - NA
$ - NA
$ -
$ 250,000
$ -
$ -
$ -
$ -
$ -
TntalPrnjectCost{PresentValue in I1 -fl Dc1Iars
$ 250,000
Notes:
1) Rates for Project Phases cost are percent of Total Main Project Cost 09/23/2025
BVPS-9
C5 Page 1040 of 1112
Hazen
FY2023 R -CAMP Report
Project P-31002-1, AHPS
Miler B&C Rehabilitation
Main Project Type
flew Facility
Facility Rehabilitation
Major Maintenance
Asset Replacement
Special Study
Main Project Cost
Quantity
No.
Units
Material
Unit Cast
Cost
Total
Labor
%of Mat -II
R -CAMP Report
Initial Estimate
Estimate Update
Project Start
Cost
Total
Key Dates
2022
Jan -22
FY2024
Total Cost
$ 6,000
$ 14,400
S 1,401
$ 2,500
$ 10,000
$ 15,000
$ 60.,000
$ 8,100
%
Project Task Elements
Airflow monitoring equipment installation
Site camera improvement
Wet well camera instal lation
Grinder control panel relocation
Generator improvement for redundancy
Bubbler control improvement
Flow meter bypass installation
Conduit improvement
_
_
-
_
1 EA
EA
EA
LS
EA
LS
$ 4,003
S 1,600
5 467
5 40,000
S 5,400
$ 4,000
'$ 4,833
$ 457
5 -
15 -
3 -
$ 40,000
S 5,400
50%
200%
200%
50%
50%
5 2,000
$ 9,600
$ 934
2,500
-
S -
5 20,000
$ 2,700
Subtotal: S 118,1 0
Contractor Overhead & Profit 43 0% $ -
Shipping Rate 40% of total is shipped @ 15% 5 0,000
Sales Tax 50% of total is taxed @ 7.75% $ 5,000
Project Contingency @ 40% 5 53,000
-. I ",. .,yy ,
-• . tear Estimate Update) 5 114,000
ENR CCI Corresponding to Year
ENR CCI Corresponding to CAMP
of Estimate LA CCI Jan -2022 12144
Report Year LA CCI Jan -2022 12144 L000
Tad Main Project Cost (CAMP Report -Year) $ 1314,000
Project Phases Cost
Rate Amount Contingency Subtotal Minimum Tad
CA
CS
DS
EDC
CM
EICD
EICC
Condition Assessment 0.0% 5 - 20% $ - $ - 5 -
Conceptual Study 0.0% S - 20% $ - $ - 5 -
Design 0.0% 5 - 1s% 5 - 5 - S -
Engr During Construction 0.0% 5 - 15% 5 - S - $ -
Construction Mgt 2.0% 5 3,600 20% 5 736 $ 5,000 5 5,000 EI&C-Design 0.0% 5 - $ - NA $ -
EI&C-Construction 0.0% 5 - 5 - NA $ -
Tai Project Cast {Present Value in Ian -20U Dollat4 S 1319,000 Notes:
1Y Rates for Project Phases cost are percent of Total Main Project Cost 1 i Anticipate 1.0k yearly for maintenance
09/23/2025
AHLS-1
C5 Page 1041 of 1112
Hazen
FY2023 R -CAMP Report
Project P-31 2-1, AHPS
Minor Mechanical EEebah7iaffios
Maim Project Type
Key Dates
New Facirrty
RCAMP Report
2022
Facility Rehabilitation
X
initial Estimate
Jan -22
Major Maintenance
Estimate Update
Asset Replacement
Project Start
FY2023
Special Study
Quantity
Material
Cost labor Cost
Main Project Cost
%of Marl
Total Cost
No.
Units. Unit Cost
Total or Unit
Total
Cost
!Project Task Elements
Acquiring wet well bubbler critical spares
1 LS
$ 5,000
$ 5,000
50%
$ 2,500
5 7,500
Mechanical seals improvement
8 EA
$ 250
$ 2,000
2009£
$ 4,000
$ 6,000
Access hatch sealing
4 EA
$ 100
$ 400
50%
5 200
$ 600
Manhole insulation for FM bypass
1 EA
$ 10,000
$ 10,000
$ -
5 10,000
Pump installation for redundancy
1 EA
5 1,600
$ 1,600
50%
$ 800
5 2,400
lib crane for pump lifting
1 EA
$ 3,000
$ 3,000
50%
$ 1,500
$ 4,500
Subtotal
$ 31,400
Contractor Overhead & Profit @ 0%
5 -
Shipping Rate 40% of total is shipped @ 5%
S 1,000
Sales Tax 50% of total is taxed@ 7.75%
$ 2,000
Project Contingency @ 40%
5 14,000
Total Main Project Cost(Year of Estimate or Estimate Update) $ 418,000
ENR CCI Corresponding to Year of Estimate LA CCD Jan -2022 12144 EN R CCI Corresponding to CAMP Report Year LA CCD Jan -2022 12144 L000
Total Main Project Cost (C MP Report Year)
$ 46,000
Project Phases Cost Rate Amount Contingency
Subtotal Minimum
Total
CA Condition Assessment 4.0% $ - 20% 5 -
5 -
5 -
CS Conceptual Study 0.0% $ - 20% $ -
$ -
$ -
DS Design 4.0% $ - 15% $ -
$ -
$ -
EDC Engr During Construction 0.0% $ - 15% $ -
$ -
$ -
CM Construction M'.gt 5.5% $ 2,640 20% 5 528
$ 4,000
$ 4,000
EICD EI&C- Design O.O% $ -
$ - NA
$ -
EfCC EI&C- Construction 5.5% $ 2,640
$ 3,000 NA
5 3,000
Total Project Cost (Present Value in Dec -2022 Dollars} $ 55,000
Notes:
1] Rates for Project Phases cost are percent of Total Main Project Cost 21 Anticipate 15k yearly for maintenance
09/23/2025
AHLS-2
C5 Page 1042 of 1112
Hazen
FY2023 R -CAMP Report
Project P-31002-3, AHPS
Minor Structural Rehabilitation
Main Project Type
New Facility
Facility Rehabilitation
Major Maintenance
Asset Replacement
Special Study
Rey Dates
R -CAMP Report 2022
Initial Estimate Jan -22
Estimate Update
Project Start FV2023
Main Project Con
No.
!Units
Material
Unit Cast
Cost
Total
Labor
N of Mat i
Cost
Total
Total
Total Cast
Project Task Elements
Build enclosure for generator switch near the odor control Build barrier wall for SDC,&E cabinet
Install inspection hatch on wet well
Acquire platfroms
Acquire quick -connect adapters
Installing sunshade
Installingskylight hatch protection
Modify roof drain outlet locations
Building ramp over fuel piping
_
35 3C
1 1G
1 2
_
1 L5
LF
SF
EA
EA
EA
EA
EA
EA
$ 4,500
$ 130
$ 250
$ 10;000
5 25
$ 540
5 5„000
$ 500
$ 1;000
5 4,500
5 4,550
5 7,500
$ 10,000
5 250
5 540
$ 10,000
5 1,000
5 1,000
2'00%
200%
50%
20%
200%
MC%
100%
100%
100%
S 9,000
5 9,100
5 3,750
5 2,000
$ 500
5 1,080
5 10,400
5 1,000
5 1,000
5 13,500
5 13,550
5 11,250
5 12,000
$ 750
$ 1,620
$ 20,000
$ 2,000
$ 2,000
Subtotal $ 77,000
Contractor Overhead& Profit Ll% $ -
Shipping Rate 40% of total is shipped 41 15% 5 S,OC
Sales Tax 50% of total is taxed 41 735% 5 3,202
Project Contingency 41 40% 5 34,000
Total Main Project Cost(year of Estimate or Fete Update) $ 1moop ENR CCI Corresponding to Year of Estimate LA CO Jan -2022 12144 ENR CCI Corresponding to CAMP Report Year LA CCI Jan -2022 12144 1.000 Total %lake Project Cost (CAMP ItepartYear) $ 119,000
Project Phases Cost Rate Amount Contingency Subtotal Minimum Total CA Condition Assessment 0.096 $ - 20% 5 - $ - 5 -
CS Conceptual Study 0.096 S - 20% $ - 5 - 5 -
D5 Design 0:0%. $ - 15% $ - $ - 5 -
EDC Engr During Construction 0.0% $ - 15% $ - $ - S -
CM Construction Mgt 0.0% $ - 20% $ - 5 - 5
EICD E9&C-Design 0.0% S - $ - NA 5 -
EICC El&C - Construction 0.0% 5 - 5 - NA 5 -
Total Project Cost (Present Value in Jean -202-2 Dollars} $ 119 Notes:
1j Rates for Project Phases cost are percent of Total Main Project Cost 2] Anticipate 25k every 3 years for maintenance
09/23/2025
AHLS-3
C5 Page 1043 of 1112
Hazen
FY2023 R -CAMP Report
Project P-31002-4, AHPS
SCAOA Migration
Main Project Type
Mesa Facility
Facility Rehabilitation
Major Maintenance
Asset Replacement
Special Study
Key Dates
R -CAMP Report 2022
Initial Estimate Jan -22
Estimate Update
Project Start FY2023
]C
Main Project Cost Quantity Material Cos[ Labor Cost Total Cost No. Units Unit Cost Total % of Matt Total
iRnpject Task Elements
SCADA Upgrade
1 LS
$ 48,000
Subtotal $ 48.000
Contrac[x r Owerhead & Profit @ 27% $ -
Shipping Rate 40% of total is shipped @ 15% $ -
Sales. Tax SD% of total is taxed @ 7/5% $ -
Project Contingency @ 1S% $ 7,200
Total Maki Project Cost(Year of Estimate or Estimate Update) $ $6,I100 ENR CCI Corresponding to Year of Estimate LA CCJ Jan -2022 12144 ENR CCI Corresponding to CAMP Report Year L4 CCJ Jan -2022 12144 1.000 Total Main Project Cost (CAMP Report Year) $ 56,II00
Project Phases Cost Rate Amount Contingency Subtotal Minimum Total CA Condition Assessment 0_0% $ - 20% $ - $ - $ -
CS Conceptual Study 0A% $ - 20% $ - $ - $ -
DS Design 0.0% $ - 15% S - $ - $ -
EDC Engr During Construction 0.0% $ - 15% S - $ - $ -
CM Construction Mgt 5-5% $ 3;035 20% $ 607 $ 4,000 $ 4,0(70 EICD ERIC -Design 0.0% $ - $ - NA $ -
E7CC EJ&C- Construction 0.0% $ - $ - NA $ -
Total Project Cost (Present Value in Jan -2022 Dollars} $ 60,000 Mates:
11 Rates for Project Phases cost are percent of Total Main Project Cost 2] Source: 25% of EA Proposal E421E VV ,044 E5TtM.4TE Lift Station HMI Upgrade 0.10.0, provided 1/14/2022 09/23/2025
AHLS-4
C5 Page 1044 of 1112
Hazen
FY2023 R -CAMP Report
Project P-31002-5, AHPS
Site Safety Improvements
Main Project Type
New Facility
Facility Rehabilitation
Major Maintenance
Asset Replacement
Special Study
Key Dates
R -CAMP Report 2022
Initial Estimate Jan -22
Estimate Update
Project Start FY2023
X
(Hain Project Cost
Quantity Material
No.
Units
Unit Cost
Cost
Total
Labor
%of Mad9
Cost
Total
Total Cost
Project Task Elements
Installation of cellular signal booster
Installing battery powered emergency
Installing lockout devices for valves
Installing nultiaccess locking with owner's premission) Annual acquisition for safety items
1 1
10 1
1 LS
EA
EA
EA
EA
$ 250
5 50
S 500
S 250
$ 500
5 500
$ -
1170%
260%
50%
5695
S 250
5 1,000
5 250
$ -
$ 50,006
$ 5O
$ 1,500
$ 756
5 16,000
Subtotal _ $ 63.000
Contractor Overhead & Pro frt ,@. 27% $ 13,006
Shipping Rate 40% of total is shipped @ 35% $ 4,000
Sales Tax 50% of total is taxed @ 7-75% $ 3,000
Project Contingency @ 40% $ 36,000
Total Main Project Cost(Year of Estimate or Estimate Update) $ 124,000 ENR. CCI Corresponding to Year of Estimate LA CCI Jan -2022 12144 ENR, CCI Corresponding to CAMP Report Year LA CCI Jan -2022 12144 L000
Total PAain Project Cost (CAMP Report Year)
$ 124,000
Project Phases Cost Rate Amount Contingency Subtotal Minimum Total CA Condition Assessment 0-6% $ - 20% $ - $ - 5 -
CS Conceptual Study 0.6% $ - 20% $ - $ - $ -
DS Design 0-6% $ - 15% $ - $ - $ -
EDC Engr During Construction 0-6?6 $ - 15% $ - $ - 5 -
CM Construction Mgt 5-5% $ 6,820 2696 $ 1,364 $ 9,000 $ 4,006 EICD EI&C - Design 0-0% $ - $ - NA $ -
EICC EI&C-Construction 0-6% $ - $ - HA 5 -
Total Project Cost )Present Value in Ian -2622 Collars) $ 133,000 Motes:
1J Rates for Project Phases cost are percent of Total Main Project Cost 09/23/2025
AHLS-5
C5 Page 1045 of 1112
Hazen
FY2023 R -CAMP Report
Project P-31002-6, AHPS
Spare Grinder Replacement
Main Project Type
New Facility
Facility Rehabilitation
Major Maintenance
Asset Replacement
Special Study
Key Dates
RCAMP Report 2022
Initial Estimate inn-?}
Estimate Update
Project5tart FY2023
K
Quantity
Maki Cost
No.
Material Cost. Labor Cost
98 of Matl Total Coat
Units Unit Cost Total or Unit Total
Coot
Project Task Elements
Replacing Spare Grinder
1 LS
.. _ . .
Subtotal _ . .. .. _.
Contractor Overhead & Profrt @ 27°x;
Shipping Rate 40% of total is shipped p 15116
Sales Tax 50% of total is taxed @ 7.7595
Project Contingency @ AD%
Total Main Project CostlYear of Estimate or Estimate !Update] $ 80,000 ENR CCI Corresponding to year of Estimate LA CCI Jan -2022 12144 ENR CCI Corresponding to CAMP Report Year LA CCI la n-202.2 12144 1.000 Total Main Project Cast [CAMP Report Year) $ 80,000
Piaject Phases cost Rate
Amount
Contingency Subtotal Minimum Total
CA Condition Assessment 0.0%
CS Conceptual Study 0.0%
DS Design 8.0%
EDC Engr During Construction 4.5%
CM Construction Mgt 5.5%
EIC0 EI&C- Design 5.0%
EICC El&C-Construction 5.0%
5 -
5 -
20% 5 - $ - 5
20% 5 - $ - 5 -
15% $ - 5 -
15% 5 - 5 -
20% $ - 5 -
$ - NA 5 -
$ - NA $
Total Project Cost (Present Value in Dec -2022 Dollars) $ 80,000 Notes:
1) Rates for Project Phases cost are ,percent of Total Main Project Cost 09/23/2025
AHLS-6
C5 Page 1046 of 1112
Hazen
FY2023 R -CAMP Report
Project S-9.3.441, AHPS
-
Incompatible metals
Main Project Type
New Faciitty
Facility Rehabilitation
Major Maintenance
Asset Replacement
Special Study
l{eyr Dates
RAMP Report
Initial Estimate
Estimate'Update
Project Start
2022
Jan -22
FY2025
14 Quantity Material
in Project Cost
No. Units Unit Cost.
Cost Labor Cost
Si at Mall Taal Cat
Toil Total
orUnit Cost
Project Task Elements
This project is currently a study
Subtotal
$ -
Contractor Overhead & Profit @ 036
Shipping Rate 40% of total is shipped @ 596
Sales Tax 50% of total is taxed @ 7.75%
Project Contingency @ 40%
-
-
$ -
3 -
Total Main Project Cast{Year of Estimate or Estimate Update) $ -
ENR CCI Corresponding to Year of Estimate LA CCI Jan -2022 12144 ENR C'CI Corresponding to CAMP Report Year LA CCI Jan -2022 12144
1.000
Total Min Project Crest }CAM Report Year)
$ -
Project Phases Cost Rate Amount Contingency
Subtotal Ninimuer
Total
CA Condition Assessment 0':0% $ - 20% $ -
CS 'Con ceptuaIStudy 0-0% $ - 20% a -
DS Design 0:0%. $ - 15% $ -
EDC Engr During Construction 0:0% $ - 15% $ -
CM Construction Mgt 0:096 $ - 20% $ -
E]CD El&C - Design 0:036 $ -
EICC EI.&C-'Construction 0.0% $ -
•$ -
$ - $25,000
$ -
$ -
$ -
$ - NA
$ - NA
$ -
$ 25,000
$ -
$ -
$
$ -
S
Total Project Cost }Present Value in Jars- O22 Dollars} $ 24.DcU
Alotes;
1) Rates for Project. Phases cost are percent of Total Main Project Cost 09/23/2025
AFILS-7
C5 Page 1047 of 1112
Hazen
FY2023 R -CAMP Report
Project P-9,3.002, AHPS
mp Station DfD Improvement
Main Project Type
New Facility
Facility Rehabilitation
Major Maintenance
Asset Replacement
Special Study
Rey Dates
RCAMP Report 2022
Initial Estimate lan-22
Estimate Update
Project Start FY2023
%
Main Project Cast
Project Task Elements
Construction deficiencies iil
Quantity
No.
1 Units
LS
Material
'Unit Cost
Cot
Total
Labor
% Marl
or Unit
Cost
Cost
Total
Taal Cast
5 &call=
Subtotal
$ 6.000,0011
Contractor Overhead & Profrt @ 27%
Shipping Rate 40% of total is shipped @ 15%
Sales Tea 50% oftete' is taxed @ 7.7S%
Project Contingency @ 9036.
Total Main Project CnstfYear of Estimate or Estimate Update) $ 6.0110,000
ENR CCI Con esponding to Year of Estimate LA CCI Jan -2022 12144 ENR CCI Corresponding to CAMP Report Year LA CCI Jan -2022 12144 1.064 Rid Main Project Cost (CAMP Report Year)
$ 6.000,090
Project Ph--__ Cost Rate Amount Contingency Subtotal
Minimum
Total
CA Conditionfi,,ossment CM% $ - 20% $ - $ -
CS Conceptual Study OA% $ - 2034 $. -- $ -
DtS Design 8_D% 15% $ -
EDC Ergr During Construction 4.5% 15% $ -
CM Construction Mgt S.5% 20%: $ -
ELCD EI&C- Design S.0% $ -
EICC EI&C-Construction 5.0% $ -
NA
I'VA
S -
5 -
S
$
$
$
$ -
Total Project Costi[Present Value in Dec -22021 Donors) 5 £.0100.1100
Notes:
lj Rates far Project Phases cost are percent of Total Main Project Cost 2) Source: Per M. Hiller for GMP authorization approved on December 2.021. 3) Pump Station D/B improvement is already budgeted for F-0.2.002 project and it starts in April 2022 09/23/2025
AFILS-8
C5 Page 1048 of 1112
Hazen
FY2023 R -CAMP Report
Project 38002-005, CWRF
M,1� Structural Rehahiytation
Main Project Type
Key [Sates
New Facility
R -CAMP Report 2022
FociIft Rehabilitation
X
Initial Estimate Jan -22
Major Maintenance
Estimate Update
Asset Replacement
Project Start FY202,
Spedai Study
Quantity
Material
Cost
Labor
Cost
Main Project Cast
7S of MaYl
Total Cost
No.
Units Unit Cost
Total
or UnitCost
Total
Project Task Elements
Repair minor cracks
1tX
LF
$ 43
$ 4,300
200%
$ 8,500
$ 12,940
Remove concrete stains
40 SF
$ 54
$ 2,160
50%
$ S;IL80
$ 3,240
Repair or replace exposed andtor baits
10 EA
$ 43
$ 430
200%
5 860
$ 1,290
Standing waterevaluation,(repair
SO
SF
$ 27
$ 1,350
SO%
$ 675
$ 2,025
Remove storage basin south wall
5 LF
$ 150
5 750
100%
5 750
5 1,500
Install steps between the containments
1 EA
$ 500
$ 540
200%
$ 1,004...
$ 1,540
Subtotal $ 22,455
Contractor Overhead & Profit @ 0%.. $ -
Shipping Rate 20% of total is shipped @ 5% 5 1,400
Sales Tax 20% aftotal is taxed @ 7.75% $ 1,000
Project Contingency @ 40% 5 10.800
TINA Main Project Coseear of Estimate or Estimate Update) $ 35,440 ENR CCI Corresponding to Year of Estimate
LA CCO Jun
-2022 12113
ENR CCI Corresponding to CAMP Report Year
LA CO Jun
-2022 12144 L000
Tad Mail Project Cost 'CAMP Report. Year} $ 35,✓0t10
Prcyert Phases Cost Rate AarwreLL Contingency Subtotal Wininum Total CA Condition Assessment 0.0% 5 - 20% 5 - 5 - 5 -
CS Conceptual Study 0.0% $ - 20% $ - $ - $ -
DS Design 0.0% $ - 15% $ - 5 - 5 -
EDC EngrCluing Construction 0.0% $ - 1S% $ - 5 - $ -
CM Construction Mgt 0.0% $ 20% $ 5 $
- - -
El CD EI&C -Design 0.0% $ - $ - NA 5 BCC El &C - Construction 0.0% $ - $ - NA $ - Tad Project Cost IPresena Value in Jan -2022 Dollars} $ 35,000 Noti
1) Rates for Project Phases cost are percent of Total Main Project Cost 2) Project design, construction, and construction management will be completed by EWA staff_ 3)EI&C is notrequired for this project_
4) Recurrence recommended every 3 to 5 years. Project units are approximate and shall wary: between each ocaarence_ 09/23/2025
CWRF-1
C5 Page 1049 of 1112
Hazen
FY2023 R -CAMP Report
Project 38002-008, CWRF
Miscellaneous Service Requests
Main Project Type
New Facility
Facility Rehabilitation
Major Maintertance
Asset Replacement
Special Study
Rey Dates
R -CAMP Neikirk 2022
Initial Estimate .Ian -22
Estimate Update
Project Start FY2023
%.
Quantity
Main Project Cost
No.
Material
Units Unit Cost
Cost
Total
Labor
Mat'I or Unit
Cost
Total Cost
Total
Project Task Elements
Miscellaneous Service Requests
AIT-0917 wire removal and capping
West Canopy Roof panels removal and replacement.
RIO panel condition assessment
CWRF irrigation system repairs and capping
1 LS
S 3,500
$ 3,500
50%
5 1,750
5 5,250
Subtotal $ 6,000
Contractor Overhead & Profit @ 0% $ -
Shipping Rate 40% of total is shipped @ 5% $ 1,000
Sales Tax 5O% of total is taxed 01, 7.75% 5 1,000
Project Contingency @ 60% 5 9.0170
otal Main Projject Cost(year of Estimate- or Estimate Update) $ 12,0( ENR CCI Corresponding to Year of Estimate
ENR CCI Corresponding to CAMP Report Year
LA CCI Jun
-2022 12113
-2022 12144 1.000
LA CCI Jun
otal Made Project Cost (CAMP Report star) $ 12,00D
Project Phases Cost Rate Amount Contingency Subtotal Minimum Total CA Condition Assessment 1.5% $ 180 2D% 5 36 $ 300 5 1,000 CS Conceptual Study 0.0% 5 - 20% 5 - $ - $ -
05 Design 0.0% 5 - 15% 5 - S - 5 -
EDC Engr During Construction 0.0% S - 15% S - $ - $ -
CM Construction Mgt 0.0% $ - 20% $ - S - $ -
EICD El&C - Design 0.0% $ - $ - NA $ -
EICC El&C- Construction 0.0% 5 - $ - NA $. -
otal PnsjectCost (Rreaertt Value in lanai= Dollars) 5 13,000 Notes:
1j Rates for Project Phases cost are percent of Total Main Project Cost 2) Project design, construction, and construction management will he completed by DNA_ 09/23/2025
Appendix D2
C5 Page 1050 of 1112
Hazen
FY2023 R -CAMP Report
Project 38002-OiO, CWRF
Minor H&C Rehabilitation
Main Project Type
New Facility
Facility Rehabilitation
Major Maintenance
Asset Replacement
Special Study
Main Project Cost
Project Task Elements
Analyzers
Sunshade for analyzers
Pullboxes
Level monitoring equipment
Level monitoring equipment
Install sample pump
Misc Electrical
junction box
tanks
Quantity
No.
3 1
5 1
3 3
1 Units
EA
EA
EA
EA
EA
EA
LS
Mater€aI
Unit Cost
$ 20,000
$ 540
$ 3,500
$ 4,500
$ 4,500
$ 3,500
Cost
Total
$ 60,400
$ 546
$ 17,560
$ 4,500
$ 13,500
$ 10,560
Labor
% of Mat'I
5036.
50%
50%
54%.
54%
5096
R -CAMP Report
Initial Estimate
Estimate Update
Project Start
Cast
Total
$ 30,006
5 270
$ 8,750
$ 2,250
$ 6,750
$ 5,250
$ 5,060
Key Dates
2022
Jan -22
FY2023
Total Cost
$ 90,000
$ 810
$ 26,250
$ 6,750
$ 20,250
$ 15,750
$ 5,OOO
X
on flow
on smaller
Subtotal $ 165,044
Con tractor Overhead & P1rc..Gt @ 0% $ -
Shipping Rate 46% of total is shipped @ 15% $ 10,060
Sales Tax 50% of total is taxed @ 7.75% $ 7,000
Project Contingency @ 40% $ 73,000
Total Main Project Cost)Year of
Estimate or Estimate Update) $ 255,004
EHR CO Corresponding to Year
ENR CU Corresponding to CAMP
of Estimate
Report
Year
LA. CCl fan
-2022 12144
-2022 12144 1.000
LA CC" Jan
Total Main Project Cost (CAMP Report Year)
$ 255,004
Project Phases Cost Rate Amount Contingency Subtotal Minimum Total CA Condition Assessment 0.0%- 5 - 20% $ - $ - $ -
CS Conceptual Study 0:036 $ - 20% $ - 5 - $ -
DS Design 0.0% $ - 15% $ - $ - $ -
EDC Engr During Construction 0:0% $ - 15% $ - $ - 5 -
CM Construction Mgt 2.0% $ 5,100 2096 $ 1„426 $ 7, IO $ 7„064 EICD El&C - Design 0.0%. $ - $ - NA $ -
E9CC E1&C-Construction 0.0% $ - $ - NA $ -
Total Project Cast )Present Value in Jan -2022 Dolars) $ 262.IIW Notes:
1) Rates for Project Phases cost. are percent of Total Main Project Cost 2) Anticipate 20k yearly for maintenance
09/23/2025
Appendix D3
C5 Page 1051 of 1112
Hazen
FY2023 R -CAMP Report
Project 38002-011, CWRF
Minor Mechanical Rehab
Main Project Type
Key Dates
New Facility
RCAMP Report
2022
Facility! Rehabilitation
3i.
Initial Estimate
Jan -22
Major Maintenance
Estimate Update
Asset Replacement
Project Start
FY2024
Special Study
Quantity
Mato -El
Cost
Labor Cost
Main Project Cost
% of MsYI
Total Cost
No.
Units
Unit Cost
Total
or Unit Total
Cost
Project Task Elements
Motor Rebuild
1 LS
$ 8„600
$ 8,600
30%
$ 2,580
$ 11,180
High -line Reclaimed Water to Front Yard
1 LS
$ 10,804
$ 10,800
100%
$ 10,800
$ 21,600
Demolition of obsolete items, such as the
thickening system
1 LS
$ 204,000
$ 204,000
Replace air scour piping
230
LF
$ 110
$ 25,300
50%
$ 12,550
$ 37,950
Install solenoid values
8 EA
5 560
$ 4,480
50%
5 2,240
5 6,720
Install piping to hypochlorite system
450
LF
5 100
$ 45,000
30%
$ 13,500
$ 58,500
Install sluice gate
1 EA
$ 20,000
$ 20,000
25%
S 5,000
S 25,000
Modify sump pump discharge
1 EA
$ 6,000
5 6,000
54%
$ 3,000
5 9,000
Install additional containment for chem hail
storage and splashed
120
LF
$ 70
$ 8,400
200%
5 15,800
$ 25,200
Install funnel skimmer
1 EA
$ 500
$ 500
240%
$ 1,000
5 1,500
Pipe installation
500
LF
$ 15
$ 7,500
300%
$ 22,500
$ 30,000
Drain installation
5D
LF
5 12
$ 600
300%
$ 1,800
5 2,400
Subtotal
$ 434,000
Contractor Overhead & Pro!%%@ 4%
5 -
Shipping Rate 15% of total is sh 15%
$ 10,000
Sales Tax 25% of total is ta: 7-75%
$ 9,000
Project Contingency ,@. 40%
$ 182,000
Total Main Project CostjYearof
Estimate
or Estimate Update)
$ 535,004
ERR CCI Corresponding to Year
of Estimate
LA CCI Jan -2022
1214"4
ERR CCI Corresponding to CAMP Report Year
LA CCI Jan -2022
12144 1J]0'C
Total Main Project Cost (CAMP Report Year)
$ 638"10
Project Phases Cost Rate Amount Contingency Subtotal Minimum Total
CA Condition Assessment 0-4% $ - 20% $ - $ -
CS Conceptual Study 0.0% $ - 20% $ - 5 -
_
5 -
DS Design 0.0% $ - 15% $ - $ -
$ -
EDC Engr DuringConstruction 0.0% $ - 15% $ - 5 -
5 -
CM Construction Mgt 4-3% $ 27,305 20% $ 5,461 5 33,000
5 33,000
EICD El&C - Design 0.0% $ - 5 - NA
5 -
EICC EI&C- Construction 0-0% $ - 5 - NA
5 -
Total Project Cost (Present Value in Jan -2022 Dollars) $ 668,000
Notes:
1) Rates for Project Phases cost are percent of Total Main Project Cost 2) Anticipate 30k yearly for maintenance
09/23/2025
Appendix D4
C5 Page 1052 of 1112
Hazen
FY2023 R -CAMP Report
Project 3S002-012, CWRF
Site Safety Improvements
Main Project Type
Mew Facility
Facility Rehabilitation
Major Maintenance
Asset Replacement
Special Study
Key Dates
R -CAMP Report 2022
Initial Estimate Jan -22
Esti mate Update
Project' Start FY2023
K
Main Project Cost
No.
Units
Material
Unit Cost
Cost
Total
Labor
% of Man
Cost
Total
Totem
Total
Project Task Elements
Add handrail along wall side of stairs and along guardrail side Install lockout switches for cabinets
Install darit arm at storage basins
Install a ladder and safety post
Lighting improvement of street & canopy behind the gates 200
S
2 1
1 LF
EA
EA
EA
LS
5 54
$ 500
$ 1,000..00
$ 400
$ 19,000
$ 10.,800
5 4,000
5 2,000
5 400
$ 19,000
50%
200%
100%
200%
150%
$ 5,400
5 8,000
$ 2,000
$ 800
$ 28,500
5 16,200
$ 12,000
5 4,000
$ 1,200
$ 47,500
Subtotal $ R1,000
Contractor Overhead & Profit 27% $ 22,000
Shipping Rate 40% of total is shipped @ 15% 5 5,000
Sales Taw 50% of total is taxed @ 7.75% $ 4,000
ProjectContingency@ 40% $ 45,000
Total Main Project Cost(year of Estknate
or Estimate Update)
$ 157.000
iENR CCI Corresponding to Year of Estimate
iENR CCI Corresponding to CAMP Report
Year
LA CCI Jan -2022 12144
LA CCI Jan -2022 12144 _..00
Total Main Project Cost (CAMP Report Year) $ 157,1@0
Project Phases Cost Rate Amount Contingency Subtotal Nfinimum Tod CA Condition Assessment 0.0% 5 - 20% $ - $ - $ -
CS Conceptual Study 0.0% $ - 20% $ - 5 - $ -
D5 Design 0:0% 5 - 15% 5 - 5 - 5 -
EDC Engr During Construction 0-0% 5 - 15% 5 - 5 - 5 -
CM Construction Mgt 5.5% $ 8,635 20% 5 1,727 $ 11,0010 $ 11,000 EICD EI&C- Design 0.0% 5 - 5 - NA 5 -
EICC El&C- Construction 0.0% $ - $ - NA $ -
Total Project Cost (Present Value in Jan -2022 Dollars) $ 168,000 Motes:
1) Rates for Project Phases cost are percent of Total Main Project Cost 09/23/2025
Appendix D5
C5 Page 1053 of 1112
Hazen
FY2023 R -CAMP Report
Project 9.5.015, CWRF
Equalization Basin Water quaity
Main Project Type
New Facility
Facility Rehabilitation
MaWr Maintenance
Asset Replacement.
Special 5tudy
Main Project Cost
Project Task Elements
Implement recommended
Quantity
No.
Units
Material
Unit Cost
Cost
Total
Labor
% of Mat9
or Unit Cost
R -CAMP Report
Initial Estimate
Estimate Update
Project Start
Cost
Total
key Dates
2022
Jan -22
FY2027
Total Cost
$
17,300
x
option
Subtotal
$
18,440
Contractor Overhead & Profit
Shipping Rate 40% of total is shipped @
Sales Tax 50% of total is taxed i@
Project Contingency @
6%
5%
7.75%
40%
,r -
$
5 5
1,000
1,064
8,004
Total Main Project Cust1Year of Estimate or Esti®ate Update) $
28,000
ENRCCI Caroni] coding to Year of Estimate
ENO CLI corresponding to CAMP Report Year
LA CCI Jan
-2022 12144
-2022 12144 L1740
LA CCI Jan
Total (Main Project Cost (CAMP Report Year)
5 28 400
Project Pluses Cost
Rate Amount Contingency Subtotal Minimum
Tonal
CA Condition Assessment
CS Conceptual Study
DS Design
EDC Engr During Construction
CM Construction Mgt
EICD EI&C- Design
EICC EI&C- Construction
0.0% 5 - 20% 5 - $ -
0.0% a - 2O% $ - $ -
0.00% 5 - 15% 5 - $ -
0.0% 5 - 15% $ - $ -
0.0% - 20% $ - $ -
0.0% 5 - $. - NA
0.0% 5 - $ - NA
$
$
$
$
$
$
$
-
-
-
-
-
-
-
Total Project Cost (Present Value in Jan -2022 Dolan)
$
28,000
Note€_
1j Rates for Project Phases cost are percent of Total Main Project Cost ',Source: WI Carlsbad Recycled Water Quality Report Provided 11/9/2020 09/23/2025
Appendix D6
C5 Page 1054 of 1112
Hazen
FY2023 R -CAMP Report
Project 5/P-9.5.408, CWRF
RD Rehabilitation
Main Project Type
New Facility
Facility Rehabilitation
Major Maintenance
Asset Replacement
Special Study
Main Project Can
Project Task EIernents
Recommission the RD
This project is currently a study
Quantity
No.
Units
Maternal
Unit Cost
Cost
Total
(Labor
%ad Mat9
or Unit Cost
R - CAMP MP Report
Initial Estim.. Ie
Estimate. Update
Project Start
Cost
Total
Key Dates
2022
Jan -22
FY202J1
Total Cost
14 Subtotal $ -
Contra ctor Overhead & Profit @ 27% $ -
Shipping Rate 4996 of total is shipped @ 15% $ -
Sales Tax 506 of toml is taxed @ 7.75% $ Project Contingency @ 40% $ - Total Main Project Costj;Year of Estimate or Estimate Update) $ - ENR CC! Corresponding to Year of Estimate LA CCI Jan -2022 12011 EIR CCI Corresponding to CAMP Report Year LA CCI Jan -2022 12144 1000 Total Main Project. Cost (CAMP Report Year) $ -
Project Phases Cost Rate Amount Contingency :Subtotal Minimum Total CA C.ondrtion Assessment 0.0% $ - 20% $ - $ - $ -
CS Conceptual Study 9.0% $ - 20% $ - $ - 527,000 5 27,0(70 DS Design S_0% $ - 15% $ - $ - $ -
EDC Engr During Construction 4.5% $ - 15% $ - $ - $ -
CM Construction Mgt 5.5% $ - 20% $ - $ - $ -
EICD EI&C- Design 3.D% $ - 5 - NA $ EICC EI&C- Construction 3.096 $ - $ - NA $ - Total Project Cost jPresent Value in Jan -2022 Dollars) $ 27,490 Notes;
1) Rates for Project Phases cost are percent of Total Main Project Cost 2) Costs per SPI Report dated January 2018 and inflatian ratio is calculated for 2023, not including engineenng, programming, detailed inspection, and mobilization as ins uded in Project Phases Cost
09/23/2025
Appendix D7
C5 Page 1055 of 1112
Hazen
FY2023 R -CAMP Report
Project S/P-9.5.0091 CWRF
MIF Rehabilitation
Main Project Type
New Facility
Facility Rehabilitation
Major Maintenance
Asset Replacement
Special Study
Key Dates
RGWPReport
Initial Estimate
Estimate Update
Project Start
2022
Jan -22
FY2027
X
Quantity Material Cost Labor Cost
Main Project Cast %of [Nat'l Total Cost
No. Units Unit Cost Total or Unit Cost Total
Project Task Elennents
This project is currently study
Subtotal
3 -
Contractor Overhead & Profit @ 27%
Shipping Rate 40% of total is sh 15%
Sales Ten 50% of total istaa 7.75%
Project Contingency @ 40%
-
-
-
_ -
Total Main Project Cost(Year of Estimate or Estimate Update] S -
ENR CCI Corresponding to Year of Estimate
INK CCI Corresponding to CAMP Report Year
LA CCI Jan -2022
10283
12144
1.181
LA CCI Jan -2022
Total Main Project Cast (CAMP Report Year
$ -
Project Phases Cost Rate Amount Contingency
Subtotal Minimum
Total
CA Condition Assessment 0.0% $ - 20% $ -
CS Conceptual Study 0.0% 5 - 20% 5 -
DS Design 8.0% 5 - 15% 5 -
EDC EngrDuring Construction 4.5% 5 - 15% $ -
CM Construction Mgt 5.5% $ - 20% $ -
EICD EI&C- Design 5.0% $ -
EICC El&C- Construction 5.0% $ -
5 -
5 - 527,000
5 -
$ -
$ -
$ - NA
$ - NA
$ -
$ 27,000
$ -
$ -
$ -
$ -
$ -
Total Project Cost (Present Value in 2022 Dollars)
S 27,000
Notes:
1) Rates for Project Phases cost are percent of Total Main Project Cost 09/23/2025
Appendix D8
C5 Page 1056 of 1112
Hazen
FY2023 R -CAMP Report
Project S/P 9.5.O10, CWPF
GM F Bypass
Main Project Type
New Facility
Facility Rehabiiitation
Major Maintenance
Asset Replacement
SpedalStudy
Main Project Cost
Onuraiety
No.
Units
Ilaterial
Unit Cast
Coast
Total
R-CAMPReport
Initial Estimate
Estimate Update
Project Start
Llama Cost
7i, of Marl
Total
or Unit -. .
Key Dates
2022
Jan -22
FY2024
Total Cast
1f
Project Task Demerits
This project is currently a study
Subtotal
$
Contractor Overhead &Profit@ G°c
Shipping Rate 40% of Mimi is shipped @ 5%
Sales Tax 50% of total is taxed @ 7-75%
Project Comingency @ 40%
=
_ -
$ -
$ -
Total Main Project Cost(Year of Estimate or Estimate Update) S -
ENR CCI Corresponding: to Year of Estimate
ENR CCI Corresponding to CAMP Report Year
LA CC1 Jan
-2022 12144
12144
1.000
LA CCI Jen-2022
Total Maim Project Cost [CAMP Report R+ }
5 -
Project Ptases.Cost
Rate Amount Contingency
Subtotal Minimum
Total
CA
CS
DS
EDC
CM
EICD
EICC
Condition Assessment (10% $ - 20% S -
Conceptual Study 0-0% $ - 20% 5 -
Design 0.0% $ - 15% 5 -
Erb Dtring Construction 4-0% $ - 15% 5 -
Co rstrutioon Mgt 0.17% $ - 20% 5 -
EI&C-Design 0-491 $ -
EI&C-Construction 0.0% $ -
$ -
$ - $27,00€1
$ -
$ -
$ -
$ - NA
$ - NA
$ -
$. 27,000
$ -
$ -
$ -
$ -
$ -
Totl Project Cost ' Prises Value in Jan -2022 Dollars)
$ 27,006
Notes:
1) Rates for Project Phases cost are percent of Total Main Project Cost 09/23/2025
Appendix D9
C5 Page 1057 of 1112
Hazen
Project 9.5.412, CWRF
Operations and Ackniistration Building Raul and HVAC
Main Project Type
New Facility
Facility Rehab-ilitation
Major Maintenance
Asset Replacement
Special Study
FY2023 R -CAMP Report
guaranty Matmial Cost Labor Cost
Ro. Uinits Unit Cost Total Unit Cast IOTA
Key Dates
R -CAMP Report
Initial Estimate
Estimate Update
Project Start
2022
lan-22
Main Project Cost
Total Cost
Project Task Elements
Roof Replacement { pproximately 10,000 Sque,
Includes:
Wind Uplift Calculations up to 120mph
Local Fire Ratings
Title 24Compllance
Asbestos Removal
Cold Applied Modified Roofing System
Metal Wall Panels replacing tile on steep slope
Project Management by Garland Manufacturer
30 year warranty product and labor warranty for low slope roofing
HVAC Allowance
Installing air conditioning in the UPS room
Removing street side roof access
Installing eastside ladder cage
Contractor Overhead & Profit @ 27%
Shipping Rate 40% oftani is shipped @ 5%
Sales Tax 50% of total i5 taxed @ 7/5%
Project Contingency @ 40%
Total Main Project Cost[Year of Estimate or Estimate Update) ENR CCI Corresponding to Year of Estimate
ENR CCI Corresponding to CAMP Report Year
Toil Main Project Cost [CAMP Report Year)
$ 352,000
LA CCI Jan -2022
IA CCI Jan -2022
6.,000
500
,000
64,500
3,000
250
3,000
$ 51,000
5 4,000
$ 8;000
$ 101,004
$ 352,000
(Project Phases Cost
Rate
Amount
Contingency
Subtotal
Minimum
TotaI
CA
Cs
DS
EDC
CM
EICD
E!CC
Condition Assessment
Conceptual Study
Design
Engr During Construction
Construction Mgt
El&C - Design
EI&C - Construction
4.5%
5.5%
0.0%
0.0%
$
28,150
$ 15,840
$ 19,360
S -
20%
20%
15%
15%
20%
4,224 5 33,000
2,376 $ 19,000
3,872 $ 24,000
5 - MA
S - MA
33000
19,000
24000
Total Project Cost [Present Value in Jan -2022 Dollars) $ 428,900
Notes:
1) Project Task Element costs for roof replacement is an estimate and a quote is needed 2) Estimated IHVAC allowance
3] Rates for Project Phases Cost are percent of Total Main Project Cast 09/23/2025
Appendix D10
C5 Page 1058 of 1112
Hazen
FY2023 R -CAMP Report
Project 93.013, CWRF
Major Equipment CIP
Main Project Type
Key Dates
New Facility
RCAMP Report
21922
Facility Rehabilitation
Initial Estimate
Jan -22
Major Maintenance
Estimate Update
Asset Replacement
X
Project Start
FY2023
Special Study
Quantity Material Cost Labor Cost
Main Project Cost 96 of Matz
Total Cost
Ho. Units Unit Cost Total or Unit
Total
Cost
Project Task Elements
OF Membrane replacement 416
216
EA
$ 2400
$ 453,600
50%
$ 226,800
$ 680,400
Drianagefstormwater
200
LF
$ 300
$ 60,000
200%
5 120,000
$ 180,000
Subtotal _
$ 861,000
Contractor Overhead & Profit @ 27%
$ 233,000
Shipping Rate 40% of total is sh 15%
$ 52,000
Sales Tax 50% of total is to 7.75%
$ 34,000
Project Contingency @ 40%
$ 472,000
Total Main Project Cvst(Year of Estimate or Estimate Update) $- 1.651,000
ENR CCI Corresponding to Year of Estimate
LA CO Jan -2022
12144
ENR CCI Corresponding to CAMP Report Year
IA CC7 Jan -2022
12144
1.0O0
otal Main Project Coot [CAMP Report Year)
$ L652„000
ojea Phases Cast Rate Amount Contingency.
Subtotal Mininum
Total
CA Condition Assessment 0.0% $ - 20% $ -
$ -
$ -
CS Conceptual Study 0:04b 5 - 20% 5 -
$ -
$ -
DS Design &0% $ 132,164 15% 5 15,824
$ 152,000
$ 152,000
EDC Engr During Constructior 4.5% $ 74,340 15% 5 11,151 $ 86,000
5 86,000
CM Construction Mgt 5.5% $ 90,860 20% 5 15,172
$ 1.10,000
$ 110,000
EICD EI&C - Design 5.0%
PIA
$ -
EICC El&C - Construction 5.0%
NA
$ -
Total Project Cost lPresent Value in 2022 Dollars
$ 2.000.000
Motes:
1- Source: Toray quote received lanuarp/2022.
09/23/2025
Appendix D 11
C5 Page 1059 of 1112
Hazen
FY2023 R -CAMP Report
Project SIP - 9.5.014, CWRF
Access between CWRF and CPS
Main Project Type
New Facilrty
Facility Rehabilitation
Major Maintenance
Asset Replacement
Spezia Study
Rey Dates
R -CAMP Report 2022
initial Estimate Jan -22
Estimate Update
Project Start FY2023
X
1}uamtirty Material Cost Labor Co[
Main Project Cost %d Marl
No. Units Utit Cost %nttal Total
Total Gist
Project Task Elements
This project is currently a study
Subtotal
Corrtractor Overhead & Profit @ 0%
Shipping Rate 20% of total is shipped @ 5%
Sales Tax 20% of total is taxed @ 7.75%
Prt+ject Contingency @ 4{}96
-
$ -
$
$
Total Mail Project Costilfear of Estimate or Estimate Update0. 5 -
EMR CCI Corresponding to Year of Estimate
MR CCI Corresponding to CAMP Report Year
LA CO Jun
-2022 12113
-2022 12144
L003
LA. CO Jun
Total Mail Project Cost [CAMP Report Year)
$ -
Project Phases Cost Rate Azranza Contingency
S d otal Minn en Total
CA Condition Assessment 0.0% $ - 20% $ -
CS Conceptual Study 0.0% $ - 20% $ -
DS Design 0.0% $ - 15% $ -
EDC Engr During Construction 0.0'16 $ - 15% $ -
CM Construction Mgt 0.0% $ - 20% $ -
El CO El&C- Design 0.0% $ -
El CC EI&C-Conslucdan 0.0% $ -
$ -
$ -
$ -
$ -
$ -
S - NA
$ - NA
$
$ 25,000
$ -
5 -
$
$
$ -
Thai Project Cast iCPreseri Value in Jan -2022 Dollars) $ 25.,.000
Notes:
III Rates for Project Phases cost are percent of Total Main Project Cost 09/23/2025
Appendix D12
C5 Page 1060 of 1112
Hazen
FY2023 R -CAMP Report
Project SIP - 9.5.01S dformerly 5/P-3841]2-4), CWRF
Olean -it -Place Chemi[dl optimization
Main Project Type
New Facility
Facility Rehabilitation
Major Main:.ena me
Asset Replacement
special Study
Key [raves
R -CAMP Report 2022
Initial Estimate Ian -22
Estimate Update
Project Start FY2027
x
Quantity Material Cost Labor Cost
Main Project Cost Na, units unit Cost Total Total % of Mat'I or [knit Cost.
Total Cost
Project Task Elements
This project is currently a study
subtotal $
Contractor Overhead & Profit @ 0% S
Shipping Rate 40% of total is shipped @ S% S
sales Tax so% of total is taxed @ 7.75% 5
Ptoject contingency @ a0=e 5
-
-
-
-
otal Mail Project Cost(Year at fslinate or Estimate Update) $ -
ENR CCI Corresponding to Year of Estimate
EN R cm corresponding to CAMP Report Year
LA CCI Jan
-2C22 12113
-2D22 12144 1JQ0Xl
LA CCI Jan
M
Total Main Project Cost (CA P Report Year] $
-
Project Mr ran Crust Tate Amount Contingency Subtotal Minimum Total CA condition Assessment 0.0% $ - 209€ $ - S - $
CS Conceptual Study 0.0% $ - 20% $ - $ - $27,000 $
OS [resign 0,11% $ - 15 6 $ - $ - $
EDC Engr oaring construction 0.0% $ - 15%. $ - $ - $
CM Construction Mgt 0.11% $ - 20% $ - $ - $
EICTu El&C - Design 0.11% $ - $ - NA $
EICC El Ike -Construction 0.19% 5 - S - NA $
-
27 CCC'
-
-
-
-
Total Project Cast{Present Value in Jan -202.1 Dollars] $ 27JI0R
Notes:
ii Rates for Project Phases Cost are percent of Total Main Project Coat 09/23/2025
Appendix D13
C5 Page 1061 of 1112
Hazen
FY2023 R -CAMP Report
Project SAP 9.5.016, CWRF
Facility Level Assessment
Main Project Type
New Facility
Facility Rehabilitation
Major Maintenance
Asset Replacement
Special Study
Key Dates
RCAMP Report
Initial Estimate
Estimate Update
Project Start
2022
lain -22
FY2024
Main Project Cost
Quantity
No.
Units
Motorail
Unit Cost
Cost
Total
Labor
94of Moll
of Uriat
Cost
Cost
Taiall
Total Cola
Project Task Elements
This project is currently a study
A new off -spec pipeline from GMF effluent to
bypass the cce and return directly to the EWPCF
RO, MF and UF feasibility
Incorporating recommendations from master
plan for water qualityordemands
Ability to isolate each UF module
GMF Strainer installation
owner items for recycled water pump station
Subtotal
$ -
Contractor Overhead & Profit @ 27%
Shipping Rate 44% of total issh 15%
Sales Tax 54% of total is ta: 7.75%
Project Contingency :a 40%
$
$ -
$ -
$ -
Tated Mein Project Cost(year of Estimate or Estimate Update) $ -
ENR CCI Corresponding to Year of Estimate
ENR CCI Corresponding to CAMP Repot Year
LA CCI Jan -2022
12144
12144 1-000
LA CCI Jan -2022
Total Min Project Cost (CAMP Report Year}
$ -
Project Phases Cost Rate Amount Contingency Subtotal Minimum Total
CA Condition {assessment 0.4% $ - 20% $ - $ -
CS Conceptual Study 4.0% $ - 20% $ - $ - $100,000
DS Design 8.04% $ - 15% S - $ -
EDC Engr During Constructior 4.5% $ - 15% $ - $ -
CM Construction Mgt 5.5% $ - 20% $ - $ -
EICD EI&C-Design 5.0% $ - $ - NA
El CC EI&C- Construction 5.0% $ - $ - NA
$ -
$ 100,400
$ -
$ -
$ -
$
$ -
Total Project Cost (Present Value in 2022 Dollars)
$ 140,000
Notes:
09/23/2025
Appendix D14
C5 Page 1062 of 1112
Hazen
Appendix D: Spare Parts List
FY2023 R -CAMP Report
09/23/2025
Appendix D1
C5 Page 1063 of 1112
Hazen
N)
W
N
O1
Z 1. 11, 40 17901. abed
F Y2023 R -CAMP Report
Spa re Description
Raceway Basin
On Site Tags
Spare On. Hand
Centrifugal Sewage Pumps Nos . 1. 2. 3 -Imp eller
P1200X-000
Centrifugal Sewage Pumps Nos. 1. 2. 3-I'Jechancial Seal P1200X-000
Centrifugal Sewage Pumps 1. 2. 3 -Liner
P1200X-000
Che ck Valve No. 1, 2. 3-'6 " Ch eck Valve
CK V-1200X-000 AWWA C RISPEN
Check Valve No_ 1, 2. 3 -Check Valve rebuild Kit
CK V-1200X-000
Plug Valv es and Actuators -6"
P-120XX-'644 DEZUR1K OULYA OTHER?
1 Plug Valves .,_.•:i Actuators -5"
P-120 -044 CV. -'
1 Buena Vista Pu mp Stati n
On Site T ags
Cen trifugal Sewage Pumps No s. 1. 2.4.,5 -Impeder
P -990X-000
1 Centrifugal Sewage Pumps Nos. 1, 2, 4,5-Mechancial Seal P -990X-000
1 Centrifugal Sewage Pumps Nos. 1. 2. 4.5 -Liner
P -990X-000
1 Check Valve No. 1, 2_ 4, 5- 14" Check Valve
CKV-990X-000
0 Check Valv e No . 1. 2. 4. 5 -Check Valve rebuild Kit C KV-990X-000
0 Plug Valves and Actuators -14"
VAIMATIC
2 Plug Valves and Actuators -16"
VALMATIC
4 Plug Valves and Actuators -20"
VALMATIC! At MA ACTUATOR
0 Plu g Valves and Actuators -24"
0 G rinder- .TWC Macho Monster
GD R -9820-000
0 Bue na Cre ek Pump Station
On Site Tags
Centrifugal Sewage Pumps No s. 1. 2. 3. 4..5 -Impeder
P -110X4-000
1 Ce ntrifugal Sewage Pumps Nos. 1, 2, 3, 4,5-Mechancial Se al P -114X4-000
1 Cen trifugal Sewage Pumps Nos. 1. 2. 3, 4.3 -Liner
P -110X4-000
0 Check 'Valve No . 1. 2. 3.4.5- 12'C heck Valv e
CKV -11(X0-000
0 Check Valve No. 1. 2. 3.4. 5 -Check Valve rebuild Kit CKV-110X0-000
0 Plug Valves and Actua tors -6"
V-120XX-000
0 Plu g Valves and Actuators -5"
V-120X X-000
0 Plug Valves and Actu ato rs -12"
V-120XX-040
2 Plug Valves and Actuators -14"
V-120XX-000
0 Plug Valve s and Actu ato rs -24"
V -120)0X-000
0 Appendix D2
F Y2023 R -CAMP Report
Z Il. 1, ll, l0 590 I. abed
Spare Descriptio n
Carlsbad Water Rec cing Facility
On Site Tags
MRPd04 actuator
BF V-0926-4. BFV-0926-9 BV -0931-3, BV -0932-3, BV -
0933 -3, BV -0931-16_ BV -0932-16, BV -0933-16
MRP404Act uator Rebuild KitBFV-0926-4.
BEV-0926-9, BV -0931-3, BV -0932-3, DV -
0933 -3, BV -0931-16, BV -0932-16_ BV -0933-16
6 MRP009 actuator
BFV-0931-15, BFV-0932-15, BF V-0933-15 . BFV-0950-1
5 MRP409Actuator-Rebuild Kit
BFV-0931-15, BFV-0932-15, BFV-0933-15 . BFV-0950-1
5 MRP037 actuator
BFV-0931-1_ B FV-0932-1 BFV-0933-1 BFV-0931-13_
BFV-0932-13, BFV-0933-13, BFV-0931-12. BFV-0932-
12 , BFV-0933-12 , BFV-0931-11. BFV-0932-11. BFV-
0933-11, BFV0931-8. BFV-0932-8. BFV-0933-8, BFV-
0952-11 , BFV-0952-12, BFV-0952-10
10 MRP037 Actu ator Rebuild Kit
BFV-0931-1; BF V-0932-1, B FV-0933-1, BFV-0931-13;
BFV-0932-13, BFV-0933-13 , BFV-0931-12, BFV-0932-
12, BFV-0933-12, BF V-0931-11, BFV-0932-11, BFV-
0933-11, BF -V0931-8. BFV-0932-8, BFV-0933-8, BFV-
0952-11. BFV-0952_-12 , BFV-0952-10
17 MR P045 actuato r
BFV-0931-2. BFV-0932-2, B FV-0933-2 , BFV-0931-14.
BFV-0932-14_ BFV-0933-14, BFV-0931-9, BFV-0932-9.
BFV-0933-9
6 MRP045Actuator Rebu ild Kit
BFV-0931-2, BF V-0932-2, B FV-0933-2, BFV-0931-14
BFV-0932-14, BFV-0933-14, BFV-0931-9, BFV-0932-9,.
BFV-0933-9
6 Positiotaer
BFV-0931-1; BFV-0932-1. BFV-0933-1
3 Diaphgragm
PCV-0975-2
0 O -Ring (-116)
PCV-0975-2
0 O -Ru le (-135)
PCV-0975-2
0 Se at
PCV-0975-2
0 Seal U -Cup
PCV-0975-2
0 C ontrollogix Slot Filler Module for Empty Slots
CP-0931- ITEM #24
0 Appendix D3
i- Y2023 R -CAMP Report
Spare Description
C arlsb ad W ater Recycing Facility On Site Tags
Controll ogix Slot Filler M odule for Empty Slots
CP-0931- ITEM #24
0 1756 Analog Output Module, 4 Outputs
CP-0931- ITEM #25
0 1756 Analog O utput Mod ule. 16 I nputs
CP-0931- ITEM #26
0 1756 Control Logi x PLC Digital DC Output Modle, 1756-OB161 CP-0931- ITEM #27
0 1756 Digital DC Inp ut Module, 16 Inputs, 12124 VDC
CP-0931- ITEM #28
0 Controllogix 5570 L7 Co ntroller, 8MB
CP-0931- ITEM #29
0 Con trollogix Power Supply, 120V 220V AC
CP-0931- ITEM 430
0 Controllogix 2 -Ports Eterimet/IP C' ommmuucate Bridge M od ule CP-0931- ITEM #35
0 Con trollo gix Standard Chassis Backplane_ 10 slots
CP-0931- ITEM 436
0 Controllogix 36 -Pin Cage Clamp
CP-0931- ITEM #37
0 C' on troliogix 20 Po sition Screw Clamp
CP-0931- ITEM 438
0 Cage -Claim Terminal Block Assy. 16 I/ O
CP-0932, CP-0933- ITEM #14. CP-0934- ITEM #1-
0 Cage -Clamp Terminal Block Asst-. 16 I/O
CP-0932 . CP-0933- ITEM #15. C'P-0934- ITEM =1S
0 1794 Ethernet,IP ada Jter
CP-0932_, CP-0933- ITEM #16, CP-0934- ITEM 415
0 1794 Flex L'O Analog Input Module. 4 Outauts
CP-093'_. CP-0933- ITEM #20
0 1794 Flex PO An alo g Inpu t Mo dule. 8 Outputs
CP-0932, CP-0933-1ILM #21, CP-0934- I TEM #23
0 1794 Flex I/O Digital DC Ou tpu t Module_ 8 O utputs
CP-093_2 , CP-0933- ITEM #72. CP-0934- ITEM =2a
0 1794 Flex PO D igital DC Input Modu le, 8 Inputs
CP-0932, CP-0933- ITEM #25
0 Z I. 11, 40 9901. abed
Appendix D4
Hazen
Appendix E: Projects Master List
FY2023 R -CAMP Report
09/23/2025
Appendix E l
C5 Page 1067 of 1112
CO Hazen
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F Y2023 R -CAMP Report
Facility Project Assignment
Project Description
Respo nsible Party Project So urce
BCPS R -CAMP Update
Bi-a nnual upd ate of the R -C AMP report for all remote f acilities.
EWA
2021 R -CAMP
BCPS Grin der Rebuild
Provisions for grinder mainte nance and rebuild.
EWA
2021 R -CAMP
BCPS Sewage Pump Rebu ild
Pro visions for sewage pump maintenance a nd reb uild .
EWA
2021 R -CAMP
BCPS
Sewage Pump Mo tor
Rebuild
Provisio ns for sewage p ump mot or maintenance and rebuild.
EWA 2021 R -CAMP
BCPS Coatings and Paintings
Provisions for requir ed facility co ating and painti ng.
EWA 2021 R -C AMP
BCPS
Unplann ed Minor
R ehabilitation
Pro vision s fo r unforesee n maintenanc e and repair services.
EWA 2021 R - CAMP
BCPS Integration Assistan ce
Prov isions for in tegration of facility systems.
EW A 2021 R -CAMP
BCPS VFD Repairs
Provisions for required VFD maintenance and repairs.
EWA 2021 R -CAMP
BCPS M inor EI&C Rehabilitation Tasks associated with potential electrical and instrumentational deficiencies.
EWA 2021 R -CAMP
BCPS
Minor Mechanical
Rehabilitatio n
Tasks associated with potential mechanical deficiencies.
EWA 2021 R -CAMP
BCPS
Minor Structural
R eha bilitation
Tasks associated with min or structu ra l rehabilitations to be c ompleted by EW A st aff ..
EW A 2021 R -CAMP
BCPS SCA DA Migration
Migration of sc re ens to the new SCADA system.
EW A 2021 R -CAMP
BCPS Site Safety Improvemen ts
Tasks associated with improving safety.
EWA 2021 R -C AMP
BCPS Structu ral Improv emen ts
Tasks associated with poten tial structu ral deficiencies to be co ntracted out by EWA EWA 2021 R -C AMP
BCPS
Communication
Improvement
Repair of the bu siness conduit.
EW A 2021 R -C AMP
BCPS Major Equ ipment CIP
Tasks associated with large facility compon en t replacement or repa ir required within the next 5-7 ye ars to be coordi natedwith fut ure master plans an d ro utinely reassesse d.
Owner 2021 R -CAMP
BCPS Site Security Improv ements Tasks asso ciated with improved site access and security.
Owner 2021 R - CAMP
BCPS Landscaping
Impro ved water mete r access via slope improvemen ts and v egetatio n clearing.
O wner 2021 R -CAMP
BCPS Scum and FO G A batement Stu dy to ev aluate high FO G and scu m loads at pump station in fluent. Likely options may inclu de anti -sc um recirculation or agitate with spray bars.
Owner 2021 R -CAMP
BCPS Major Equ ipment CIP
Six of the plug valves have been placed with the seatin g side of the valve on the unseated side of the system.
EWA 2021 R -CAMP & 2021 Site Visit
BCPS Minor EI&C Rehabilitation Pilot lights show sign s of su n degradation EWA 2021 Condition Assessment
BCPS Minor EI&C Re habilita tion Ru st present on N ema 3R en closure A ssume d original install year and same amperage 1200A as MC C. Unable to open Nema 3R enclosu re , thus unable to verify con dition, Mfr, etc.
EWA 2021 Condition Assessment
BCPS Minor Equipment CIP
Based on the co mmen t from the operations the slu ice gate is broken and needs to be replaced.
EWA 2021 Co nditi on Assessme nt
Appe ndi x E2
CO Hazen
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F Y2023 R -CAMP Report
Facility Project Assignme nt
Project Descriptio n
Respo nsible Party
Project Source
BCPS
Minor
Equ ipment/Struct ural CIP
Move "working door" on north side of b uilding to other side to allow full operation of door and scum pumping activities.
EWA
2021 EWA Staff
BCPS Work O rder
Rep air door frame on west side
EW A
2021 EW A Staff
BCPS Major Equipmen t CIP
P ump I and 2 suction valves l eak -by and need to be replaced Owner
2021 EWA St aff
BCPS
Minor Structural
Rehabilitation
Inst all stairs up to the S DG &E cabinet from the lower level EWA
2021 EWA Staff
BCPS Site Safety Improv ements
Add forced air ventilati on to containment basin structure EWA
2021 EW A St aff
BCPS Site Safety Improvements
Purchase lockout devices (application specific) in sufficient q uantity to lock o ut wheel valves and ball val ves througho ut facility EWA
2021 EWA Staff
BCPS Site Sa fety Improvements
Install motion sensor lighting f or all rooms/ indoor areas EWA
2021 EWA Staff
BCPS Site Se curity Improv emen ts
BCPS
Pressure Transducer
Replacement
Pump station is in a vulnerable locati on and close to vegetati on that presents a risk of fire. Consider installati on of rooftop sprinkler system with remote a ctivation functionality (SCADA integratio n or auto di aler) to protect statio n from embers in the e ve nt of a fire.
Replace 2 of the Pressure Transducers that deal with Levels . The current setup is bulky and can fault out whe n rags get enta ngled on the sen sor this can result in faulty inaccurate readings . Replacing with a Vega Press ure transducer will help to eliminate these fa ulty readin g due to the sleek design that is capable of bei ng put down a slotted holed stainless -steel t ube, thus keeping rags o ut of the readings.
Owner
EWA
2021 EWA St aff
2021 EWA Staff
BCPS SCAD A Integration
Make EWPCF, CWRF, an d Pu mp Station SCADA available in MCC EWA
2021 EWA Staff
BCPS
Bypass Pump System
Installation
Install an appropriately sized bypa ss pu mp system. Do not use the plans fr om CIP No. 8300 . Develop from new with EW A input.
EW A
2021 EWA Staff
BCPS N otify
Jif Pak has large tan ks in an outside area adjacent to easement gate . Req uire Jif Pak to contain contents of tank to pre vent spill from. reachin g storm drain or pump station down the hill.
2021 EWA Staff
BCPS
Mirror Acqu isition &
installatio n
In stall a convex mirror at bottom of easement hill to see opposing traffic around the corner (view blocked by vegetation) .
EWA
2021 EWA Staff
BCPS
Guardrail Acqu isition &
Installatio n
Install a gu ardrail around storm drain on ea sement road to pu mp station from Jif Pak.
Owner
2021 EW A St aff
BCPS
Shade Acquisition &
Insta llation
Put a shade/ rain structure over the SDG&E c abinet to avo id water intrusion when door is open d uri ng w et weath er.
EWA
2021 EW A St aff
BCPS
Lan dscaping fo r Fire
Protection
Remove lan dscaping within the station fen ce lin e to prevent the sprea d of wildfire, vect ors, and improve aestheti cs Owner
2021 EWA Staff
BCPS Pro gramming
A dd programmin g to send alarm to SCAD A to elicit an Operator response to prevent pump from running with check val ve closed for extended period of time.
EWA
2021 EWA Staff
Remotely Con tro lled Gate
BCPS System Acquisition &
Installation
Modify station vehic le entry gate to au to matic with remote Ow ner
2021 EWA St aff
BCPS
Fire Hydrant Acquisition & Add fire hydrant near station (Owner an d VID project) ES -75: NFPA on all the buildings and the direction that fire response to be.
Installatio n No fire hydran t nearby. Would be nice to have so me remo tely con trolled fire suppression system. No alarms that go off that go off in case of fire.
Owner
2021 EWA Staff& Site Visit
BCPS Isolation Gate Repair
East/ West wet well isolation gate is seized an d in need of repair ES -54: Wet well isolation gate sho uld be sized up Owner
2021 EW A Staff & Site Visit
BCPS
Overflow Storage Lid
Replacemen t
Awning A cqu isition &
Installatio n
Replace ov erflow storage lids and lockin g mechanisms ES -53: Lid at ov erflow basin needs to be replaced.
EWA
2021 EW A Staff & Site Visit
BCPS
Install an awnin g over the generator walkway and doors to protect equipmen t from rain intrusion. ES -55: Awning on the SDG&E and ge nerator / protect again st rain
EWA 2021 EW A Sta ff& Sit e Visit
Appendi x E3
co Hazen
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Z I. ill, 40 OLO I. abed
F Y2023 R -CAMP Report
Facility Project Assignme nt Project Descriptio n
Respo nsible Party Project Source
BCPS
Davit Arm Acquisitio n &
In stallation
Add davit arm to overflow co ntainment basi n for worker recovery ES -53: Lid at overflow basi n needs to be replaced.
Recomme nded a davit arm and ve ntilatio n fan. The str ucture is maintained manually.
EWA
2021 EW A Staff & Site Visit
During rain ev ents, w ater comes down the slope next to the stairs and comes i nt o the buildi ng, s andbags are used to deflect water BCPS D rainage Improvements away from the doorway. i nstall a French drain. rip rap as needed, and adjust si ze of c urbing as needed next to stairs to pre vent water intrusion i nto buildi ng . ES -57: French drain to pre vent dirt from g oi ng in the b uildi ng Pave or otherwise improv e vehicle pathoo ay tram Melrose gate to p ump st ation. Moti on a ctivated street lighting sho uld be BCPS Paving an d Lighting co nsidered. Project c ould he done in c onjunctio n n lilt parks dep artme nt to add a bik e/ walki ng path. ES -62: Nice to have pathway light and the access road is hard to drive when it rains EW A
2021 EW A Staff & Site Visit
Owner 2021 EWA Staff & Site Visit
BCPS Ro of Repair
Roof is leaki ng
EWA 2021 Site Visit
BCPS Manhole Improvement A manhole cover with full protection is nice . An engineered ma nhole cover . 36 -inch m anhole with protective cover .
EW A 2021 Site Visit
BCPS Platform A ddition Platform to re ad H2S concentration at the od or scr ubber.
EW A 2021 Site Visit
RBPS Landscaping Clear brush aroun d stationperimeter to mai ntain a fire break on routine basis.
Ow ner 2021 R -CAMP
RBPS Ma jo r Equ ipment CIP
Tasks asso ciated with large facility component replaceme nt or rep air required within the next 5-7 years to be coordinated with future master plans and routin ely reassessed.
Owner 2021 R -CAMP
RBPS
Site Secu rity
Improvements
Tasks associated with improved site access and security .
Owner 2021 R -C AMP
RBPS Con tainment Basin Repair Perform a study and to develop improvements for the Containment Basin groundwater infiltration.
Owner 2021 R -CAMP
RBPS Pump Sta tion Resiliency
Investigation of a method of protection for the station SDG &E cabinet a nd other key assets from p otential floodi ng from the ne arby creek.
Owner 2021 R -CAMP
RB PS Scu m a nd FOG Abatement Study to evaluate high FOG and scum loads at pump station influent.
Ow ner 2021 R - CAMP
RBPS R -CA MP Update Bi-annual update of the R -CAMP report for all remote facilities.
EW A 2021 R -CAMP
RBPS Minor El&C Rehabilitation Tasks associated with potential electrical and instrumentational deficiencies.
EWA 2021 R -CAMP
RBPS
Minor Mechanical
Rehabilitation
Tasks asso ciated with poten tial mechanical deficiencies.
EW A 2021 R -C AMP
RBPS
Minor Structural
Reha bilitation
Tasks associated with minor stru ctural rehabilitations to be complete d by EWA staff.
EW A 2021 R -CAMP
RBPS SCADA Migration Migration of screen s to the new SC ADA syste m.
EWA 2021 R -CAMP
RBPS Site Safety Improv emen ts Tasks asso ciated with impro vin g safety.
EWA 2021 R -CAMP
RB PS Grinder Rebu ild Provisio ns for grinder mainten ance and rebuild.
EWA 2021 R -CAMP
RB PS Sewage Pump Rebu ild Provisions for sewage pump mainten ance and rebuild.
EW A 2021 R -CAMP
RBPS
Sewage Pump Motor
Rebuild
Provisions for sewage pump motor main ten an ce an d rebu ild.
EWA 2021 R -CAMP
RBPS Coatings and Paintings Provisions for require d facility c oa ting an d pa in tin g.
EWA 2021 R -CAMP
Appendi x E4
CO Hazen
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F Y2023 R -CAMP Report
Facility Project Assignme nt
Project Descriptio n
Respo nsible Party Project Source
RBPS
Unplanned Minor
Rehabilitation
Provisions for unforeseen maintenance a nd repair services.
EWA
2021 R -C AMP
RBPS In te gration Assistance
Pr ovisions for integration of facility systems .
EW A
2021 R -CAMP
RBPS VFD Re pairs
Provisions f or required VFD mainte nance and r epairs.
EWA
2021 R -CAMP
RBPS Minor EI&C Rehabilitation Ultrasonic Level Sens or and Wet Well Level Indicating Transmitter a nd Pr essure Transducer EWA 2021 C onditi on Assessme nt
RBPS SCADA Migration
integration of ge nerat or "not in auto" alarm to SCAD A if any co nditi on prevents generator from starting aut omatically (breaker ope n, switch not in a uto)
EWA 2021 EW A Staff
RBPS Site Safety Improvements Purchase lockout devices (application specific) in s ufficie nt q uantity to lock out wheel valves and ball valves throughout facility EWA 2021 EWA Staff
RBPS
Site Security
Improvements
Install motion sensor lighting inside MCC
EWA 2021 EWA St aff
RBPS Landscaping
pu mp station is in a vulnerable l ocation a nd cl ose to vegetation that presents a risk of fire. while efforts are made to maintain defensible space the from the adjacent vegetatio n it may not be adeq uate to pr otect against embers. co nsider installation of r ooftop Owner 2021 EWA Staff sprinkler system with remote activation functionality (scada integration or auto dialer).
RBPS Minor El&C Rehabilita tion
Pu t o verflow grinder on lev el control to auto -start.
EW A 2021 EWA St aff
RBPS SCADA Migration
Make EWPCF, CWRF, and Pump Station SCAD A available in MCC EW A 2021 EWA St aff
RBPS Co ntainment Basin Repair Recoa t co ntainmen t basin . Prevent groundwater intr usion.
EWA 2021 EWA St aff
RB PS
Site Security
Improvements
Mo dify ma in station entry gate to open au toma tically with remote EW A 2021 EWA Staff & Site Visit
RBPS Lan dscapin g
M emorialized the need for the Owners to budget for and maintain landscaping at least ann ually . Need to maintain defensible space and keep v egetation away from fence and building.
Remov e plants from Melrose driv eway to allow for visibility of oncoming traffic, or repla nt with ground co ver or pla nt with low height.
Ow ner 2021 EWA Staff & Site Visit
RBPS Landscapin g
Ow ner 2021 EW A Staff & Site Visit
RBPS Minor EI& C R ehabilita tion Like to have lev el controls on the grinders to be able to tell whether or not they are w orking remotely. Gri nder a nd o verflow grinder, like to get it on leve l con trol to auto start.
EWA 2021 Site Visit
RBPS Minor Equ ipment CIP V ery little pressure on ho se bib like to get a pump EW A 2021 Site Visit
RBPS
Site Security
Improv emen ts
Min or Structu ral
R ehabilitation
No camera towards the basin
Owner 2021 Site Visit
RBPS
The water in the creek gets close to the SDG& E cabinets like to have a barrier wall. Cou ld be a 3 -fl wall around the fence.
EWA 2021 Site Visit
RBPS Minor Equ ipment CIP
Like to connect the drain piping to the wet well
EWA 2021 Site Visit
RBPS Minor EI&C Rehabilita tion Nice to have controls to remotely tu rn on ov erflow grinder.
EWA 2021 Site Visit
RBPS Minor Equipment CIP
Plug v alves are backwards
EW A 2021 Site Visit
BV PS Site Secu rity Improv ements Tasks asso ciated with improv ed site access an d security.
Ow ner 2021 R -CAMP
BVPS
Bu en a Vista Pump Statio n Feasibility and plannin g stu dy to assess replacing the existin g BVPS with a new pu mp station in the next 8-10 years.
Replacement
Ow ner 2021 R -C AMP
Appendi x ES
Hazen
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W
N
N
(1 BVPS Minor EI&C Rehabilit ation Tasks associated with pote ntial electrical and instrumentatio nal deficiencies.
F Y2023 R -CAMP Report
Facility Project Assignme nt
Project Descriptio n
Respo nsible Party Project Source
BVPS R -CAMP Update
Bi-annual update of the R -CAMP report for all remote facilities.
EWA
2021 R -CAMP
Z Il. 1, 14o ZLOI. abed
EW A
2021 R -CAMP
BVPS
Min or Mechanical
Reha bilita tion
Tasks associated with potential mechanical deficienci es.
EW A
2021 R -CAMP
BVPS
Minor Structural
Reha bilita tion
Tasks ass ociated with mi nor stmcmr al rehabilitatio ns to be completed by EWA staff .
EWA 2021 R -CAMP
BVPS SCADA Migratio n
Migration of screens to the new SCADA system .
EWA 2021 R - CAMP
BV PS Site Safety Improvemen ts
Tasks associated with improving safety.
EWA 2021 R -CAMP
BVPS Structural Improvemen ts
Tasks asso ciated with potential structural deficiencies to be c ontracted o ut by EWA .
EWA 2021 R -CAMP
BVPS Grin der Re build
Pro visions for grinder maintenance and rebuild
EWA 2021 R -CAMP
BV PS Sewage Pump Rebuild
Prov ision s for sewage pu mp maintenance and rebuild.
EWA 2021 R -CAMP
BVPS
Sewage Pump Motor
Rebuild
Provisions for sewage pu mp mo tor maintenance and rebuild .
EW A 2021 R -CAMP
BVPS Coatin gs and Paintin gs
Prov isions for requ ired facility coating and painting.
EW A 2021 R -CAMP
BV PS
Unplanned Minor
R ehabilitation
Provisions for u nforeseen main ten ance and repair services .
EWA 2021 R -CAMP
BV PS Integration Assistance
Pro vision s fo r integration of facility systems.
EWA 2021 R -CA MP
BVPS VFD Re pairs
Provision s for require d VFD main tenance and re pairs.
EWA 2021 R - CAMP
BV PS Ma jo r Equipment CIP
Tasks associated with large fac ility compon ent replace ment or repair required within the next 5-7 ye ars to be c oordi nated with fut ure master plans and routinely reassessed.
Asset ex pected to be remov ed based on the CIP pro gress tracker FY2021. Control panel has unc overed opening, likely from removed pilot deviccilight. Bunker control panels are maintenance in tensive, Encin a prefers ultrasonic or radar level detecti on, due to improv emen ts in techno logy this also applies to the wet well bubbler pan el Owner 2021 R -CAMP
BV PS Min or EI& C Rehabilitation
BVPS Minor EI&C Rehabilitation
Panelbo ard sho ws sign s of corrosion. R ev ise to anelectrical asset as this is a Pan elboard.
EWA 2021 Co ndition Assessme nt
EWA 2021 Conditi on Assessment
BVPS Major Equ ipment CIP
Corrosion present at to p of section. Section is a main switch, technically not a breaker as there is no tripping de vice/unit EWA 2021 Co ndition Assessment
BV PS Work order
MCC shows sign s of corrosion on enclosure Nameplate on M CC shows M CC -I, recommen d revising asset name EWA 2021 Condition Assessment
BVPS Majo r Equipmen t CIP
Transformer -Lighting PNLC - Lo cated in MCC -1. Corrosion presen t on MCC -1 en closure. R ev ised install dated to 1994 based on reco rd drawin gs Size based on sin gle lin e, un able to o pen MCC ca binet to con firm details of transformer. And Transformer -Lighting
PNL MCC
EWA 2021 Condition Assessment
BVPS Major Equ ipment CIP?
A IIU -Motor & Pump Room (entire fan assembly)
Ow ner 2021 Co ndition Assessme nt
BVPS Min or Equ ipment CIP
Fan- Circulatin g - Mo tor Room.- Signs of c orrosion Chan ge Asset ID to M-9750-000 EW A 2021 Condition Assessment
Appendi x E6
CO Hazen
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Z Il. 1, 1, 4o CLOI. abed
F Y2023 R -CAMP Report
Facility Project Assignme nt
Project Descriptio n
Respo nsible Party
Project Source
BVPS Min or EI& C Rehabilitatio n
Dry Well - 2 level switches c onn ected to a comm on repeater . 1 level switch in engine room. I level switch in p ump r oom .
Switch -Low Level (air gap tank) — C orrosi on - Switch -high Level (GEN RMSUMP) - Unsur e of i nstall y ear. Unable to visually i nspect as float is in sump. No good "si ze inf o" prese nt - Level Switch Tank -Receiver -Air to Hydro - Conduit knock out has separated from instrument and created ope ning in instrument - Le vel Switch, S urge Tank - Integral to the surge tank - Press ure Switch Sewage Pump Sealwater - Not connected to seal water, not bei ng used - Pressure Switch, Compressor Shut off - I ntegral to Bubbler panel, PNL-9800-000 - Pressure Switch, B ubbler C ontrol - Asset e xpected to be remo ved based on the CIP pr ogress tracker F Y2021 . Integral to Bubbler p anel, PNL-9800-001 - Pressure Switch (2) - I ntegral to Bubbler panel, P NL-9800-002 and the other is integral to 9800-003
EWA
2021 Co ndition Assessment
BVPS
Min or El&C Rehabilitation Pump 1 and 2 Press ure Tra nsmitter.- Unable to confirm si ze or year of i nstall as is mounted on pipe 20' above floor EW A
2021 Co ndition Assessme nt
BV PS Min or Equipment CIP
2" Backflow @ Duck Pond - Unable to locate and field verify .
EV/A
2021 Condition Assessme nt
BVPS Major Equ ipmen t CIP
Sluic e Ga te- Wet well - We were not able to access the Wet well.
EWA
2021 Condition Assessment
BVPS Minor Equipment CIP
Solenoid Valve Tank Receiver— Air to hydro pneumatic & solenoid valve, S urge ta nk air inlet & solenoid valve, Surge tank air vent EWA
2021 Conditi on Assessment
BVPS SCAD A Migration
Integration of gene rator "not in aut o" alarm to scad a if any c onditio n prevents ge nerator from starting automatically (breaker ope n, switch n ot in au to)
EWA
2021 EWA Staff
BV PS Site Safety Improvemen ts
Add ladder cage on east ladder on barrel roof near the hydraulic room EW A
2021 EWA Staff
BVPS
Ma jo r Equipme nt CIP
Evalua te if the elev ation of the c reek berm is enough to protect the station from a sig nifica nt storm event similar or greater than the storm on April 10, 2020. D ur ing that rain event water was at the top of the berm a nd br oke upst ream of the station, which caused flooding of O cean side's pump station an d freeway. If April 10, 2020, w ould have been a high tide the water w ould possibly have crested the berm into the station. Berm impro vements have been completed upstream of BVPS where the berm br oke during that storm, so the concern is that the weak spot may be at our station Ow ner
2021 EWA Staff
BV PS
Landscaping
Memo rialized the need for the O wners to budget for and maintain l andscaping at least ann ually Owner
2021 EWA St aff
BVPS
Site Sa fety Improvements Pu rchase locko ut devices (application spe cific) in sufficient quantity to lock o ut wheel valves and b all valves throughout fa cility ES -5: Buy the who le lockou t set.
EWA
2021 EWA Staff
BVPS Site Safety Improvemen ts Install motio n sen sor lighting for all ro oms/ in doo r areas EWA
2021 EW A Staff
BVPS SCA DA Migration
Make EWPCF, CWRF, and Pu mp Station SCA DA available in MCC ES -15: No SCAD A in the stations. Would be nice to have .
EWA
2021 EWA Staff
BVPS Minor EI&C Rehabilitation
Add a zero -speed sensor to the grinder so that if the grin der does n ot operate as expected whe n called to run then an alarm will be sent to SCA DA.
EWA
2021 EWA Staff
BVPS Minor Equipment CI P
BVPS Landscaping
Sewage pump discharge v alves are overhead and difficu lt to reach, modify valve with chain or MOV val ve . Automation/ remote operatio n of fo rc e main v alve s fro m H MI. ES -12: Co nverting manual valv e to c ha in ope rated valves Remov e eu ca lyptus tree that is nea r the Jefferson Street roadway and is ov erhan ging the air gap tank . ES -4: Tre e sho uld be rem oved.
O nce the tree is remov ed the soil needs to be retained.
BV PS
Minor Structural
Rehabilitation
Put a shade/ rain structure o ver the SDG& E cabinet to avo id water in trusion when doo r is o pen during wet we ather .
EWA
Owner
EWA
2021 EWA St aff & Site Visit
2021 EWA Staff & Site Visit
2021 EWA Staff& Site Visit
BVPS
Minor Structural
Rehabilitatio n
Install safety grating on the grinder skylight doo rs - ES -17: The wet well skylight needs a solution for fall protecti on. Much larger than the ether skylights
Co nsider upgrading the generator system to a natu ral gas -powe red u nit when considerin g "new BV PS". APCD regulations are ex pected to become more stringent and diesel -powered un its my re qu ire strin gent mon ito rin g an d/ or ma y be u nable to be permitted based on new standards. ES -9: More stringent air quality is coming. Preferen ce is to convert to gas generators One of the pu mps recently ragged up. Two pu mps are [in] operatio n all the time out of 4. Only one spare pump is available.
Cu rrently running pump 2. Pumps du e for repair waiting for the pump to come back from shop. Pump 1 _ mechanical seal is. broke n.
EWA
2021 EWA Staff & Site Visit
BVPS Major Equipment CIP
BV PS
Minor Equ ipment CIP
Owner
2021 EWA Staff& Site Visit
EWA
2021 Site Visit
Appendi x E7
CO Hazen
N
Cll
ZU-1,lai7LOI, abed
F Y2023 R -CAMP Report
Facility Project Assignme nt
Project Descriptio n
Respo nsible Party Project Source
BV PS
Minor Equipment CIP
Seal water system is out. Currently using different seal system (ask Steve C.) seems to be working fi ne EWA
2021 Site Visit
BVPS
Min or Structural
Rehabilita tion
Roof of MCC ro om is still leaki ng. Also leaki ng in the generator r oom.
EW A
2021 Sit e Visit
BVPS
Minor Structu ral
Re habilitation
Item 3 - Flooding could overwh elm the pumps e ntry from inl et ne xt to the fence into the wet well EWA
2021 Site Visit
BVPS Min or EI&C Rehabilitation
Level indicators for the tanks . They ca n repurpose the sig nal wire but still need 120 -v olt rewiring. Both of the ta nks.
EWA 2021 Site Visit
BVPS Minor EI&C Rehabilitation
Grinder, had leaks on the hydraulics and failed - needs a sensor to identify whe n it st ops EW A 2021 Site Visit
BVPS Site Security Improvements
AHPS SCAD A Migration
Item 14 - Adding a second fence to try to contain entry into basin. Fenci ng needs upgrade . It collects a lot of debris. The fenci ng gets cut through. CA -9: Signs of significant I -12S corrosion in areas contacting the soil.
In tegration of generator "not in auto" ala rm to scada if any condition prevents generator from starting automatically (breaker open, switch not in au to)
Install a tall, small -mesh security fe ncing with inward a nd outward facing a ngl e at top that also e xtends bel ow the bridge roadway deck to co ver the pipe bridge bel ow to prevent pe ople from climbing and jmnping from bridge and mitigate AHLS/ NRG site security concerns.
Owner
2021 Site Visit & Condition .
Assessment
EWA 2021 EWA St aff
AHPS Site Security Impro veme nts
Owner 2021 EWA Staff
AHPS Site Sa fety Improvemen ts
Install lighted exit signs fo r a ll exits
EW A 2021 EWA St aff
AH PS Coatings and Pa intings
Paint all ou tdo or PVC pipes that are susceptible to or ha ve already be en impacted by UV oxid ation or put a sunshade over th e area .
EW A 2021 EWA St aff
AHPS Site Sa fety Improv ements
Install motion sen sor lighting fo r all rooms/ indoor areas EWA 2021 EWA St aff
A HPS SCADA Migratio n
Make EWPCF, CWRF, and Pump Station SCADA available in -MCC EWA 2021 EW A Staff
AHPS Site Sa fety Improvements
AHPS Co atin gs an d Pa intings
AH PS
Minor Structural
Reha bilitation
At the grinder building, modify the grinder isolation gates so that they may be opened and closed h om the grinder buildi ng roof .
The gates must he able to be locked from una utho rized u se. All oth er equipment ra ill he moved ouuide during A HLS compl etion pro jed , n w, in g the mate actuators to the roof will allow for quicker r esp onse and keep Guff out of a c onfined space area.
Build a wall behind or enclose the SDG&E cabinet to protect enclosure from ocean air and pr otect cabinet from corrosion . Paint a nd protect cabinet to mitigate surface corrosion present on ca binet. In stall a shade/ rain prote ction structure over cabinet to pre vent water intrusion when door is open in wet weather.
Build a wal I behind or enclose the SDG& E cabinet to pro tect enclosure from oce an air and protect c abinet fr om corrosion. Inst all a sha de/ rain protection structure over cabinet to prev ent water intrusion when door is open in wet weather.
EWA 2021 EWA St aff
EWA 2021 EWA Staff
EWA 2021 EWA Staff
AHPS Min or Equ ipmen t CIP
Acquire critical spares of the wet well bubbler co mpresso rs EWA 2021 EWA Staff
AHPS
Min or Structural
Reha bilitation
Modify wet well roof hatch to provide inspection hatch to allow for easy in spection an d atmospheric monitoring without the need to remov e the en tire pan el/ hatch and eliminate need for fall protection.
EWA 2021 EWA Staff
AHPS
Minor Structural
Rehabilitatio n
Pu rcha se a rolling platform for AH LS pu mp room to accommodate maintenan ce of overhead equipment .
EWA 2021 EWA St aff
AHPS
Min or Structural
Reha bilitation
Add platform to access educator equipment fo r main tenance and testing of equipment.
EWA 2021 EWA St aff
A I IPS Min or EI& C Rehabilitation
AHPS Site Safety Improvements
The grin der building supply fan LOR switch is located within a confined space, please move the switch outside of the grinder bu ilding. One can't enter the space if the atmosphere is poor to start the fan. but the fa n must be on to make the atmosphere acceptable to en ter ES -35: The inlet struc ture - the on io tf switch is inside the structure There is no cellu lar pho ne reception in side of the AHLS building. 11 is a critical safety con cern to ensu re that cellular phones a nd GPS systems wo rk inside the building. Please in stall a booster system to ensu re that cellular signals are achiev able everywhere within the bu ildin g. This needs to be compatible with the Black line Safety Loner system. ES -42: MGC-BCCToom - No cellphone reception. No infrastructure is [illegible] $50k. Commu nication is lacking in the station EW A 2021 EW A Staff & Site Visit
EWA 2021 EWA Staff & Site Visit
Appendi x E8
Hazen
N
N
N
(.71 AHPS Site Sa fety Improvements
F Y2023 R -CAMP Report
Facility Project Assignme nt
Project Descriptio n
Respo nsible Party
Project Source
AHPS Site Safety Improvements
Install battery powered emergency lighting in pump room, motor room, generator room, and MCC ES -43: Interior of building emergency lights not working
Purchase lockout devices (applicatio n specific) in s ufficient quantity to lock out wheel valves and ball val ves thro ughout facility. ES - 47: Wholesale p ur ch ase of lockout devices for all the st atio ns .
EWA
2021 EW A Staff & Site Visit
n
Cif
Z Il. 1, 140 5LOI. abed
EW A
2021 EWA Staff & Site Visit
Modify th e n orth access bridge gates to all ow for m ultiple ag ency locks to be used and accessed fr om either side of the gates. the AH PS Site Security Improvements chain and locks in place now are only accessible from one side of the gate making access to bridge diffic ult. Bridge access is used for emergency response if NRG ro ute is inaccessible. ES -32: The locks sho uld be modified to allow multiple people accessing on both sides
AHPS Minor E I&C Reha bilita tion Install inline air fl ow monitoring eq uipment int o the H umidifier feed line to ens ure that proper air bala nce is achi eved ( Design flow is ≥ 8,300 SCFM) - ES -37: Als o, i nline air flow m eter w ould like to get either an airfl ow monitor handheld or inline flowmeter EW A
2021 EW A Staff & Site Visit
EWA
2021 EWA Staff & Site Visit
AHPS SCADA Migration
Wet Well Miltronic units need pr ogramming to match bubbler pump controls (interlocks) if selected as primary.
EWA
2021 EWA Staff& Site Visit
AHPS Minor Equipment CIP
ES -49: Seal water issue.
EWA
2021 EW A Staff & Site Visit
AHPS Minor El&C Reha bilitation
Site security needs to be improved . Camera systemsh ould be eval uated to ensure that there ar e no blind spots, fencing needs to be improv ed to make it harder to c ut and breach, and lighti ng should be improved throughout th e facility to allow cam eras to se e clearly at n ight a nd to discourage unauthorized access. Camera feed sho uld be viewable fr om EWPCF control r oom. ES -41: Not enough cameras. O ne camera and would be nice to look at tra nsfer switch ES -31: Fenci ng the fencing is out. People usi ng bridge to jump concern about people intruding they want them outside of the. ES -33: Memorialize in R -CAMP the fenci ng and bridge concern and the proposed so lution
EWA
2021 EW A Staff & Site Visit
AH PS
Minor Structural
Rehabilitation
Prov ide several quick -co nnect a dapters for hose bibbs. ES -25: Looking f or quick co nnect fittings on hose bibs EWA
2021 EWA Staff& Site Visit
AHPS Minor Equipment CU'
Assess sta tion fo r incompatible metals throughout facility and resol ve . ES -28: Inc ompatible metals - recommended by KJ stainless steel and flanged iron
Owner
2021 EW A Staff& Site Visit
AHPS Minor Equipment CIP
Only have access to 4 pumps. The other 4 pumps after 20 mins the output goes to 0. Currently replacing those impellers to test.
EWA
2021 Site Visit
AHPS Site Safety Improvements
Grid system or ladder for media filter. They need to get in there _ DB said they want to take that on but not sure. Looking for a platform to be able to walk on it.
EWA
2021 Site Visit
AHPS
Minor Structur al
Re habilitatio n
A sun shade or co ver to stop vegetation growth
EWA
2021 Sit e Visit
AH PS Site Sa fety Improvements There is an engulfment haza rd on the media. DB is looking at that. DB is proposing a step and a mat.
EWA
2021 Sit e Visit
AHPS Minor Equipment CIP
Media - A ccess ha tches are not sealed.
EWA
2021 Site Visit
AHPS
Minor Structural
Rehabilitation
Protection for skylights and hatch
EWA
2021 Site Visit
Ali PS
AHPS
A HPS
Minor Structural
Rehabilitation
Minor Structural
Reha bilita tion
Minor Structural
Reha bilitation
Item 5 - Sluicegate for the wet well, modify so [illegible] enough and [illegible] so they can insert equipment for inspection and also insert equipmen t
EWA
Replace plank with platform for acce ss to ac tuators on lift pumps EWA
Ro of drain s are goin g to stormwater basin. If so mething leaks on the roo f, they wo n't know abou t it un til they visit the station next time.
EW A
2021 Site Visit
2021 Site Visit
202L Site Visit
A lIPS Minor Equipmen t CIP
Ma nho le for FM bypass, it is just flanged, and it is not fun ctionin g as statio n bypass. They need to bypass the station to us e station bypass. There are no v alves. They have to do confinedspace en try to access the FM drain.
EW A
2021 Site Visit
AHPS Minor EI& C Rehabilitation Mov ing the operations of grinders co ntrol panels and gate actu ato rs on the ro of of the inlet struc tu re EWA
2021 Site Visit
AHPS
Min or Structu ral
R ehabilitation
Odor con trol - Shade structure/recommends pvc pipin g to be co ated EW A
2021 Site Visit
Appendi x E9
CO Hazen
N
Cll
Z I. 14 40 9L0 I. abed
F Y2023 R -CAMP Report
Facility Project Assignme nt Project Descriptio n
Respo nsible Party Project Source
AHPS
Minor Equipment CIP
Need one more pump for redundancy on the recirculation pump . Having redundancy provides better stewardship of water .
EWA
2021 Site Visit
Gen erator Disc onnect: very critical if someone ope ns th at it will disco nnect th e g ener ator. No redundancy in the system if it gets AHPS Minor E I&C Rehabilitation disc onnected no way of saying it is out. Need to all ow for generat or out or an alarm for disconnect cabinet . Generator fuel le vel not worki ng . Generat or e xha ust next to HV AC i ntake /DB is taking care of it.
EW A
2021 Site Visit
A HPS
Minor Structu ral
Reha bilitation
Fuel piping needs a ramp to a void steppi ng over
EWA
2021 Site Visit
AMPS Mino r EI&C Re ha bilitation No redundancy on bubbler co ntr ol DB is l ooking at it .
EWA 2021 Site Visit
AHPS
AHPS
Minor Stru ctu ral
Rehabilitation
Garden hose going out of the access r ollup do or
EWA 2021 Site Visit
Minor El&C Rehabilitation No flow meter Bypass. Not part of DB.
EWA 2021 Site Visit
AHPS Site Safety Improvem ents
There might be a safety report that identified the need for safety items. A large purchase of items with ann ual budget for replacement.
EWA 2021 Site Visit
AMPS Minor Equipment CIP Seal water goes out the station goes out. Improve to Mechanical Seals EW A 2021 Site Visit
AHPS Minor Equipment CIP Jim Crane - recommen ded by pump manufact urer. Need something like p ower jack to lift pumps.
EWA 2021 Site Visit
AH PS Minor El& C Rehabilita tion Light switches, the conduit leaks/ leaks through cabinets every tim e it rains it leaks EWA 2021 Site Visit
CWRF R -CA MP Update B i-an nual update of the R -CA MP report for all remote facilities .
EWA 2021 R -CAMP
Operations and
CWRF Administration Buildin g Performance of visual inspection, identification of repairs, a nd implementation of roof and H VAC system .
Ro of and HVA C
Ow ner 2021 R -CAMP
CWRF Major Equipment CIP
CWRF
CWRF
OF Membrane Re pla ceme nt - Ta sks a ssoc iated with la rge facility comp onent repla cem ent or repair required within the ne xt 5-7 years to be coordin ated with figure master plans and routin ely reassessed .
Reverse Osmosis
Decommission in g
Microfiltration System
Decommissioning
Sodium Hypochlorite
Improvemen ts
Mino r Structural
Reha bilitation
Tasks associated with storing and maintaining the RO System for potential future use.
Tasks asso ciated with storing and maintaining the MF System for po tential fumre use.
Owner
EWA
EW A
2021 R -CAMP
2021 R -CAMP
2021 R -C AMP
CWRF
Address tank a nd metering system deficiencies.
EW A 2021 R -CAMP
CWRF
Tasks asso ciated with minor struc tu ral rehabilitations to be completed by EWA staff.
EWA 2021 R -CAM P
CWRF Structural Improvements Tasks asso ciated with poten tial structural deficiencies to be co ntracted out by EWA.
EWA 2021 R -CAMP
CWRF
Miscellan eou s Service
Requests
Address miscellaneous minor deficiencies n oted during the site a ssessment in January 2019.
EWA 2021 R -CAMP
CWRF SCAD A Improv ements Main tain and upgra de the CWRF's ex isting SCADA system u ntil replacement and stan dardization occurs.
EW A 2021 R -CAMP
CWRF Minor El& C Rehabilitation Tasks associated with poten tial electrical and instrumentation al deficiencies.
EWA 2021 R -C AMP
CWRF
Min or Mechan ical
Rehabilitation
Tasks associated with potential mechanical deficien cie s.
EWA 2021 R -CAMP
Appendi x El0
CO Hazen
W
N
Ul
Z Il. ill, 40 LLOI. abed
F Y2023 R -CAMP Report
Facility Project Assignme nt
Project Descriptio n
Respo nsible Party Project Source
CWRF
Site Safety Improvements
Tasks associated with improving safety.
EWA
2021 R -CAMP
CWRF
Equaliz ation Basin
Settlement
Mitig ate the settlement occurring aro und the EQ Basin EW A
2021 R -CAMP
CWRF Coatings and Pa intings
Pr ovisio ns for r equir ed facility coating and p ainting .
EW A
2021 R -CAMP
CWRF
U nplann ed Minor
Rehabilitation
Provisi ons for unf oreseen m ainte nance and repair services.
EWA 2021 R -CAMP
CWRF Integration Assistan ce
Provisions for i ntegration of facility systems.
EWA 2021 R -CAMP
CWRF VFD Repairs
Provisions for required VFD maintenance and repairs.
EWA 2021 R -CAMP
CWRF RO Rehabilitation
RO system is recommended to be decommissioned per Project P-38002-001. Will include the rehabilitation and replacement required to re commission th e RO system
MF system is being decommissioned per Project P-38002.002 . But capacity still e xists in the CWRF permit in the event that CM W D.
Owner 2021 R -CAMP
CWRF MF Rehabilitation
Owner 2021 R - CAMP
CWR F
Clean -In -Place C he mical
Optimization
E qualiza tion Basin Water
Qu ality
Study to ev aluate the o ptimal size of the CIP storage tanks to red uce the frequency of chemical deli veries.
EWA 2021 R - CAMP
CWRF
Study to evaluate methodsto promote impr oved water quality within the EQ Basin.
Owner 2021 R -C AMP
CWRF GMF Bypass
Stu dy on installing a new off -spec pipeline from the GMF effluent to bypass the CCBC 'CT and ret urn directly to the EWPCF .
Owner 2021 R -CAMP
CWRF Irrigation and Lan dscaping The landscaping around CWRF can be improved to beautify the area and promote the use of recycled water.
Ow ner 2021 R -CAMP
CWRF
Minor Mechanical
Rehabilitation
Chlo rine Injector Mixer / CCT - M -1001-I - Loud noise produces by the mot or whe n op eration. It seems operatio nal issue EW A 2021 Condition Assessment
CWRF GMF Me dia Re plac eme nt
Gra nular Media Filtration Unit # I / N - GMF-0805-1 & # 2 / S - GMF-0805-2 - S and filter media is close to the end of life.
EWA 2021 Condition Assessment
CWRF Work O rder
Sodium. Hypo Calibration Co lu mn- FQG-096I & Sodium Bisulfrte Calibration Column - FQG-0964 - Needs to be cleaned or replaced.
EW A 2021 Co nditi on Assessme nt
CWRF
Minor El&C
Rehabilitation?
MF/UF Pressure Indicatin g Transmitter - PIT -0901-5B - Sign of Corrosion EW A 2021 Condition Assessme nt
CWRF
Minor Mechanical
Rehabilitation
GMF Static Mixer - MXR-0803 -
EW A 2021 Condition Assessme nt
Critical Sapres for
CWRF BFVsand Address as Wo rk
Orders
UF Inlet Flow Control Valve - BFV-0931-1 - Due for replacement. D oe s not respon d to SCADA command according to eMai nt records. C oa ting failed and signs of he avy corro sion. OF DRAIN VALVE - BFV-0931-14 - Flange br oken . Valv e c oati ng failed a nd signs of co rrosion. UF In let Flow Contro l Valve - BFV-0932-1 - Coating failure. Signs of corrosion. The valve is seized in cl osed position. Planned to be replaced. UF Drain V alve - BFV-0932-14 - Broken Flange. Coating failure. Signs of corrosion. GMF Feed Pump 2 Airvac - Leak causing corrosion on the flange
EW A 2021 Conditi on Assessme nt
CWRF
CWRF
Mino r Mec ha nica l
Rehabilitatio n
Sodiu m Hypochlorite Metering Pump 3 - P-1101-3 - The moto r produce noise and see ms to have o perational iss ue.
EWA 2021 Condition Assessment
Coatings an d Paintings
Safety shower - Severe co rrosion. Coa ting n eeded
EW A 2021 Conditi on Assessment
CWRF Work O rder
Lighting of the site - The site lighting doesn't wo rk and needs immediate attention. The poles look to have a good condition. & Lighting of chemical skid area - Some of the lamps do not work.
EWA 2021 Condition Assessme nt
CWRF
Minor Mechanical
Rehabilitation
Air scou r piping - Sign of severe co rro sion on pipe body, welding an d con nection lines alon g the pipelin e EWA 2021 Condition Assessment
Appendi x El I
CO Hazen
N
Cl�
Z Il. 1, 140 9L0 I. abed
F Y2023 R -CAMP Report
Facility Project Assignme nt
Project Descriptio n
Respo nsible Party
Project Source
CWRF
Minor Mechanical
Rehabilitation
GMF Feed Pump 2 Airvac - Leak causi ng corrosion on the flange EWA
2021 Co ndition Assessme nt
CWRF Work Order
P urch ase chemical resist ant gauntlet gloves, bo ots, pa nts, and jacket in med , large, XL sizes to store onsite .
EW A
2021 EWA Staff
CWRF SCADA Migration
Pr ovide a centrally located field access to CWRF SC ADA . An Ideal l ocation for the SCADA screen would be in the area near th e UF outsid e MCC. Screen must be protected fr om envir onmental eleme nts and secured from un authorized use in accordance with homeland sec urity a nd EW A's safety/ sec urity standards UF/ MF pumps require se & water to operate . Seal water is ,applied via EWPCF 3whp. EWPCF frequently has 3whp variati ons in availability of s upply, press ure, and turbidity . The 3water system at EWPCF is heavily ta xed and has caused operability issues for the heat dryer. Consider use CWRF's reclaim water s upply located at East Storage Basin to supply UF/ MF seal water system as the primary supply a nd retain EWPCF 3whp as a redu ndant system. obtai n any permits as required for title 22 usage or i nvestigate if pe rmits is required as it w ould be used exclusively for CMWD's benefit on their r ecycled water supply system . alternatively, a booste r pump or hydropneumatic tank could be used to e nsure ad equate pressur e is avail able for s eal water. Haze n prop oses an alternativ e solution to provide the seal water through each individual pump heads , In stall air conditioner in UPS/ circuit breaker room at the CWRF admin buildi ng to improve enviro nment for electronics and improve air circulation. The room k not en vironme ntally control which has c aused periodic premat ure failure of the UPS unit.
ES -105: Se rve r ro om, air conditioning
Install solenoid v alves on the air supply to the (I MP air lift mani fold and programming to GMF influent trough valves to allow the air su pply an d influent valves work together to all ow air supply to stop when the filter i nfl uent val ve is closed to prevent dirty sand fro m cycling a nd increasin g the time needed to flush th e unit .
Add a containmen t area adjacent to the sodium hypochlorite pit to allo, Ibr use of sodium hypochlorite totes to be used as a redundant means of supply. Modify piping to hyp o pinup feed line to allow for tie-in of a redundant supply to the system . consider using the threshold in hibitor tank urea (remove 'and ) or sulfuric acid containment area (remov e unused equipment) The UF system air sco ur lines a rc becoming brittle due to sunlight (UV light) bypassing the UF area struct ure sunshade. C onsider sunshade modification, tubing or budget for replacement of all LT system plastic tubing on a regular cycle or as n eeded.
Install a footpath/ stair between CWRF an d CPS (can be do ne in conjunction to 4 8 or independently). three options were provided as options, but more solutions may be engineered. see attached picture f or possible options.
Restore/replace the break tank hypo pump (P-1103.2) to provide redundancy to UF system. The pump will be pr ogrammed with new SCADA for UF service in a du ty/ standby configuration.
EW A
2021 EWA Staff
CWRF More an ECAMP project
EW A
2021 EWA Staff
Operations and
CWRF Administration Building
Ro of and HVA C
Owner
2021 EWA Staff
CWRF
Minor Mechan ical
Rehabilita tion
EW A
2021 EWA Staff
CWRF Major Equipment CIP
Owner
2021 EWA Staff
CWRF
CWRF
Minor Mechanic al
Rehabilita tion
Minor Structural
Rehabilitation
EWA
2021 EWA Staff
EWA
2021 EWA Staff
CWRF Work Order
EWA
2021 EWA Staff
CWRF
Minor Mechanical
Rehabilitation
Re -pipe hypo system to add redundancy between hypo feed pu mp system ( GMF to CCT, CCT to GMF) . CCT pump P1101-3) EW A
2021 EWA Staff
CWRF Work O rder
Re -pipe the recycled water lines and hose bibs around the stora ge basins to elimi nat e areas of pipe sagging, and areas of metal o xidation at hose bibbs.
EW A
2021 EWA St aff
Memo rialize in RCA M P that C M W D should budget for an d maintain the landscape a nd ass ociated irrigation in and out of the CWRF Irrigation and Landscaping facility. Con sider desertscape or zero scape landscape if not a "showpiece" of recycle water usage. Trees inside and out of facility need to be main tained or removed. Homeless have been known to hide under the trees in the front yard . (This is a staff safety and asset liability)
Ow ner
2021 EWA Staff
Operatio ns and
CWRF Administration Building
Roof and HVAC
Remove admin building roof access ladders. Especially the ladder that faces the street.
Owner
2021 EWA Staff
CWRF
Min or Structural
Re habilitation
Remove sto rage basin south wall at end of catwalk to allo w access from both directions. (Can be done at same time as re -pipe as the pipe will need to be modified once the wall is removed) R emove MF containers an d use the n ewly acquired space to in stall containment aroun d larger UF CIP chemical storage tanks with level sensors.
EWA
2021 EWA St aff
CWRF
Mino r Mechanical
Rehab it nation
EW A
2021 EWA St aff
CWRF Landscaping
High -line reclaimed water supply to front yard. (May n ot be needed u pon c ompletio n of EWPCF hillside/ basin settlement mitig atio n project)
Ow ner
2021 EWA Staff
CWRF
Minor Mechanical
Rehabilitation
M odify sump pumps in chemical areas (other than hypo) to discharge away from street and retu rn discharge to EWPCF.
EW A
2021 EWA Staff
CWRF
Min or Me chanical
Rehabilitation
Pu t OF CIP che mical pu mps behind a plexiglass cabinet to protect from sprays an d splashes EW A 2021 EWA St aff
Appendi x E12
CO Hazen
N
Cl�
l J
(Y1
Z Il. 1, 4 40 6L0 I. abed
F Y2023 R -CAMP Report
Facility Project Assignme nt
Project Descriptio n
Respo nsible Party
Project Source
CWRF Major Equipment CIP
Add a step and handrail from poly/alum pit to UF CIP chemical tanks area.
Owner
2021 EWA Staff
CWRF
Min or EI&C Rehabilit ation Replace all pl astic electric al boxes with stainless steel enclosures EW A
2021 EWA St aff
CWRF Major Equ ipmen t CIP
Increase the size of the flow j unction b ox near the generator to take the full fl ow of the CW RF to all ow f or automatic interl ock diversion of the plant
Owner
2021 EWA St aff
CWRF Mino r EI&C Rehabilitation Inst all level monitoring equipm ent in the fl ow ju ncti on b ox near the generat or to al arm if level high.
EW A
2021 EWA Staff
CWRF Work O rder
Repair or replace all street ligh ting and photocells for plant r oadways EW A
2021 EWA Staff
CWRF
Minor Mechan ical
Rehabilitation
Add sluice gate to North side CCT to provide isolation of b asin f or mai ntenance EWA
2021 EWA Staff
CWRF Site Sa fety Improv emen ts
In stall lockout switches for UF air sole noids cabinets to allow for locking o ut of specific equipme nt rather than only closing the air su pply to the entire air card cabinet
EWA
2021 EWA Staff
CWRF GMF Bypass
In stall G MF bypass line to allow CWRF to remai n in pr oduction with UF system while GMF is flushing or off spec .
EWA
2021 EWA St aff
CWRF Site Safety Improvements Install davit arm/an chor poin ts at storage basi n and CCT EWA
2021 EW A Staff
CWRF Work Order
CWRF SCADA Migratio n
In stall an enclosed bulletin board next to G MF, UF, and CMWD surge ta nk press ure vessels for posti ng of pressure vessel permit to maintain State of California Department of Industrial Relatio ns, Division of Occupational Safety & Health, Pressure Vessel Unit pe rmit postin g requ irements as per Labor Code Section 7680.
Make EWPCF and Pump Station SCA DA available in CWRF control room EWA
EWA
2021 EWA Staff
2021 EWA Staff
CWRF Work O rder
Remove co ncrete stain s at lo cations such as: GMF below stairs, MF compressor pad, MF system slab , RO CIP tank , RWPS compressor pad, CPS/ SEEPS equipment pads
EW A
2021 EW A Staff
CWR F
Minor Structural
Rehabilitation
Repair or replace exposed anchor bolts at locatio ns such as: GMF platform, Recycled Water Storage C ompartme nt n orth facing wall EWA
2021 EWA Staff
CWRF
Minor Structu ral
Reha bilita tion
Evaluate locations of standing water and repair as necessary at locations such as: The chemical deli very zone, RWPS electrical room, 1JF system slab
As reco mmended by Keri Ma rtinez a nd their storm water con sultan t (MOE) it would be desirable to add a trench drai n alo ng the south an d western co ncrete slabs next to the open area to captu re any ho se down run off and direct it to the eq ualization b asin (r at pit).
Add an automatic strainer on the discharge side of the CM WD distribution pumps to protect their system firm debris that may enter the open storage basin.
EWA
2021 EWA Staff
CWRF Majo r Equ ipment CIP
CWRF Major Equ ipmen t CIP
Owner
2021 EWA Staff
Ow ner
2021 EWA St aff
CWRF Major Equipmen t CIP The membranes at UF been insta lled in 2016 an d their useful life is a bou t 8-10 years.
Owner
2021 Condition Assessment
CWRF Major Equipment CIP
CWRF Majo r Equipment CIP
Install a seco nd hy po tank. A seco nd tank would allow for more storage and could prevent production disruptio ns caused by delivery driver shortages, chemical production delays_ holiday delays, and allow for fewer deliveries (deliveries are moderately risky operations as there is more chance of a ,pill or injury ). CWRF currently receive, hypo deliveries every week and sometimes multiple deliv eries per week de pending on demand.
Add a v ehicle pa th between EWPCF an d CWRF to a llow carts/ fo rkli fl! light vehicles to mov e between EWA op erated facilities without having to put non -street legal v ehicles on Avenida En cinas. ES -103: V ehicle path between the two plants would be nice The storm water drain in close proximity to chemical areas should have the ability- to be scaled off during chemical deli veries to avoid potential impacts from deliv ery leaks/ spills, and/or process overflows. ES -95: Like to relocate the drain or block its d uri ng chemical deliver y.
Owner
2021 EWA Staff & Sit e Visit
Owner
2021 EWA Staff& Site Visit
CWRF Work O rder?
EWA
2021 EWA Staff & Site Visit
Operations and
CWRF Administration Bu ilding
Ro of and FIV AC
In stall a ladder cage on the roof access ladder attached to the East side (plan t side) of the admin buildin g. ES -104: Admin building security, ladder, lock and safety cage
Ow ner 2021 EWA Staff & Site Visit
Appendix E13
co Hazen
N
co-)
N
N
01 Z Il. 1, ll, l0 080 I, abed
F Y2023 R -CAMP Report
Facility Project Assignme nt Project Descriptio n
Respo nsible Party Project Source
CWRF Work Order
Repair or replace all no n-functi oning lighting and photocells in plant production areas and CCT area ES -107: Lighti ng at CCT doesn't work .
EWA
2021 EWA Staff & Site Visit
CWRF Work O rder
P urchase lock out devices ( application sp ecific) in s ufficient quantity to lock out wheel valves a nd ball valves throughout facility EW A
2021 EW A Staff & Site Visit
CWRF SCADA Migratio n? Like to get an HMI cl os er to OF EW A
2021 Site Visit
CWRF Minor Equipmen t CIP Sand at GMF be en p arti ally replaced 6 years ag o pla nning to do full change of s and .
EWA 2021 Site Visit
CWRF Facility Lev el Assessment OF - no isolation valve for each module. Like to have a nd be able to isolate each mod ule as needed .
EWA 2021 Site Visit
CWRF Facility Level Assessment Like to have a gate at north CCT EWA 2021 Site Visit
CWRF Minor El&C Rehabilitation Probes for chlorine conce ntration not accurate would be nice to have permanent sample pumps for co nti nued measurement.
EWA 2021 Site Visit
CWRF Minor E quipment CIP Nice to have a funnel type skimmer on CCT.
EWA 2021 Site Visit
CWR F Fa cility Level A ssessment Get the wall sectio n at the end of the basins to m ove EWA 2021 Site Visit
CWRF Minor Equipment CIP Pipe aroun d the basin leak?
EWA 2021 Site Visit
CWRF Site Safety improvements Div ersion valve vault around basin s - like to have ladder and safety post EWA 2021 Site Visit
CWRF GMF Bypass
GMF bypass is a big one for them. They can't flush GMF out and have OF going out sa nd filter. A return line down Emilia before it goes back to contact tank. GMF capacity 4 MGD. OF 3.4 MGD.
EWA 2021 Site Visit
CWRF Minor Fl&C Rehabilitation Impro ve tUrn:Hou nd.
EWA 2021 Site Visit
CWRF SCADA Migration All the va lves are manually operated. Missing instrument, should be added to SCADA.
EWA 2021 Site Visit
CWRF Minor Equipment CIP Like to have the drain s back to the treatment citric acid. Sodiu m Hypo, Sodium Bisulfite EWA 2021 Site Visit
CWRF
Minor Structural
Rehabilitation
Steps between the containments for easier [access]. The other containment is not used but they need to have the ability to di vert based on permit. But this is not cost effective.
EW A 2021 Site Visit
CWRF Minor EI&C Rehabilitation Nice to have lev el transmitter on smaller tanks EWA 2021 Site Visit
CWRF Minor Equipment CIP Lots of chemical pipe le akin g at joints.
EW A 2021 Site Visit
CWRF Site Safety Improvements
Light under shade structure s work. Street lighting does n ot work. Lighting spec ia lly at CCT should be repair ed . Automatic lighti ng at shade structures.
EWA 2021 Sit e Visit
CWR F
Mino r Structu ral
Rehabilitation
Wate r accu mulates next to rite MCC Bldg. and gets into the MC C Bldg. -EWA 2021 Site Visit
CWRF Recurring
Modify the diversion bo x next to SEEPS generator to take fu ll plant flow & integration of auto ma tic plant diversion if out of spec. (A utomatic fa ilsafe)
EWA 2021 EWA staff
CWRF Coatin gs and Paintin gs Most butterfly valves need coatin g EWA 2021 Site Visit
Appendix E14
9Z0Z/£Z/60
n
ZI. li,4o X80 I, abed
Hazen
Appendix F: Asset Register
F Y2O23 R -CAMP Report
Table F-1: BCPS Asset Register
Asse t ID
Lever'
(Site)
Level 2 (Area]
Asset De scriptio n
Skull (Dis cipline)
Asset Class
Asset Type
Mantrta cturer
Model No.
Serial N o.
Siz el
Unit T
BII
Year
Conditi ons
Assigned
ATS-9900-000
BCPS
MCC
AUTO TRANSFER SWITCH
ELECTRICAL
AUTOMATIC TRANSFER SWITCH
1200
AMP
2007
Not Exist
ATS-11000-000
BCPS
MOTOR ROO
AUTOMATIC TRANSFER SWITCH
ELEC TRIC AL
AUTOMATIC TRANSFER SWITCH
ASCD
7000 series
1200
AMP
2029
2 BP -11000-000
BC PS
MISCELLANE+
BACKFLOW PRE VENTER BCPS
MECH ANIC AL
B ACKFLOW PREVENTER
1.5 DIN
2002
2 N /A
BCPS
MISCELANES
310FILTER C ONTROL P ANEL
ELECTRICAL
C ONTROL PANEL
LIS Filt er
480
V
2002
4 NIA
BCPS
MISCELLANE+
BIOFILTER DIFFERENTIAL PRESSURE GAUGES
INSTRUMENTATION
GAUGE
PRESSURE
Dwyer
10 PSI
2002
3 ORF-11000-000
BCPS
M ISCELLANES
310 -FILTER ODOR CONTROL UNIT
MECHANICAL
ODOR CONTROL SYSTEM
500 FRP
11 AMP
2002
3 BCPS-VSS
BCPS
FACILITIES
BUENA CREEK PUMP STATION VIDEO SURVEILLANOINSTRUMENTATION
VIDE O SURVEILLANCE SYSTEM
iPol is
5 QUANTI1
2018
2 G DR -11010-000
BCPS
WET WELL
CHANNEL GRINDER UNIT 1
MECH ANICAL
GRINDER
5 HP
2002
3 G DR -11020-000
BCPS
WET WELL
CHANNEL GRINDER UNIT 2
MECH ANICAL
GRINDER
5 HP
2002
3 N!A.
BCPS
WET WELL
CHANNEL SLIDE GATE 1
MECHANICAL
GATE
SLIDE
48 IN
2002
2 N/A
BCPS
WET WELL
CHANNEL SLIDE GATE 2
MECHANICAL
GATE
SLIDE
48 IN
2002
2 CKV-11200-000
BCPS
PUMP ROOM
CHECK VALVE 8 IN SRWRP SOLIDS LINE
MECHANICAL
VALVE
CHECK
8 DIN
2002
3 CKV-11010-00 0
BCPS
PUMP RO OM
CHECK V ALVE SEWAG E PUMP 1
MECH ANI CAL
V ALVE
CHECK
12 DIN
2002
3 CKV-11020-000
BCPS
PUMP ROOM
CHECK VALVE SEWAGE (PUMP 2
MECHANICAL
VALVE
CHECK
12 DIN
2002
3 CKV-11030-000
BCPS
PUMP RO OM
CHECK VALVE SEWAGE PUMP 3
MECHANICAL
VALVE
CHECK
12 DIN
2002
3 CKV-11040-000
BCPS
PUM P ROOM
CHECK VALVE SEWAGE PUMP 4
MECHANICAL
VALVE
CHECK
12 DIN
2002
3 CKV-11050-0W
BCPS
PUMP ROOM
CHECK VALV E SEWAGE PUMP 5
MECH ANICAL
V ALVE
CHECK
12 DIN
2002
3 V -11010-B01
BCPS
PUMP ROOM
DISCHA RGE VALVE SEWAGE PUMP 1
MECHANICAL
VALVE
PLUG
12 DIN
2002
V -11020-BO1
BCPS
PUMP ROOM
DISCHA RGE VA LVE SEWAGE PUMP 2
MECHANIC AL
VALVE
PLUG
12 DIN
2002
3 V-11030-BO1
BCPS
PUMP ROOM
DISCHARGE VALVE SEWAGE PUP,9P_'
-.-':LAICAL
_ _
-.. ._
12 DIN
2002
2 V-11040-601
BCPS
PUM P ROOM
DISCHARGE VALVE SEWAGE PUM P 4
kiELHANICAL
VALVE
F _US
12 DIN
2002
3 V -11050-B01
BCPS
PUMP ROOM
DISCHARGE VALVE SEWAGE PUMP 5
MECHANICAL
VALVE
PLUG
12 DIN
2002
N/A
BCPS
DRY WELL
DRY WELL
STRUCTURAL
PROCESS STRU CTU
DRY
58 LET
2001
2 P-11080-0000
BCPS
PUMP ROOM
11•RYW EL_ S. ,Y =FLI'•LP _
MECHANICAL
PUMP
_WELL
SUMP
O.75
HP
2002
3 P-11090-000
BCPS
PUMP ROOM
DRYWELL SUMP PUMP 2
MECHANICAL
PLIMP
SUMP
0 -75
HP
2002
3 E-11000-000
BCPS
MISCELLANEO
EMERGENCY STANDBY GENERATOR 1
ELECTRICAL
EMERGENCY GENERATOR
DETR OIT DIESEL
570
KW
2002
2 G-S10QO-000
BCPS
MISCELLANEC
EMERG ENCY STANDBY GENERATO R 2
ELECTRICAL
EMERGENCY GENERATOR
Kholer power sy
500ROZD4
737067
500
KW
2002
3 N/A
BCPS
CONTROL ROCENC
INA FORCE MAIN SURGE TANK ISOLATION VALS
MECHANICAL
VALVE
PLUG
ValMatic
12 DIN
2002
3 F-11010-000
BCPS
PUMP ROOM
FAN BUILDPNG SUPPLY AIR (BCPS)
HVA C
FAN ASSEMBLY
SUPPLY
GREENHECK
D768702
5000
CFM
2002.
3 F-11020-000
BCPS
PUMP ROOM
FAN DISCHARG E PUMP RO OM {BCPSI
HVA C
FAN ASSEMBLY
DISCHAR GE
US Fan
USPL300
02 0768703
5000
CFM
2002
3 F -11O30-000
BCPS
CO NTROL ROC
FAN DISCHARG E PUMP ROO M (BCPS) 42
HVA C
FA N ASSEMBLY
DISCHAR GE
US F an
USPL300
02D768703
5000
CFM
2003
3 SF -1
BCPS
CONTROL ROC
FAN DISCHARGE RESTROO M EF-4
HVAC
FAN R SSEMBLX
DISCHARGE
GREENHECK
SP 9
150
CFM
2002
3 FE -11020-000
BCPS
PUMP ROO M
FLOW METER ENCINA FO RCEMAIN 14 IN
INSTRUMENTATION
FLOW METER
MAGNETIC
Rosem ou nt
14 DIN
2002..
3 AE -11010-000
BCPS
PUMP ROOM
GAS ANALYZ ER DRY WELL (BCPS)
INSTRUMENTATION
A NALYZER
GAS
MSA
Ultima XE
3 ANALYZE
2002
2 AE -11020-000
BCPS
PU MP ROOM
GA S ANA LYZER WET WELL
INSTRU MENTA TIO N
ANA LYZER
GA S
NtS A
Ultima XE
3 A NALYZE
200 2
2 N/A
BCPS
ELECTRICAL Fl
GRINDER fit CONTROL PANEL
ELECTRICAL
CONTRO L PANEL
Muffin m onst er
5 HP
2002
2 N/A
BCPS
ELECTRICAL Fl
GRINDER 42 CONTRO L PANEL
ELECTRICAL
CON TROL PANEL
Muffin monster
5 HP
2002
2 N/A
BCPS
MISCELANEC
HOLDING TANK
MECHANICAL
TANK
SEPTA GE
1200
CU -FT
2002
3 HU-11010-000
BCPS
MO TOR RO OF,
HYDRAULIC UNIT CHANNELGRINDER 1
MECHANICAL
HYDRAULIC UNIT
Darker
4.3 GPM
2002
3 H U-11020-000
BCPS
MO TO R ROD E
H YDRA ULIC UN IT CHA NNEL GRIN DER 2
MECHA NICAL
HYDRAULIC UNIT
Darker
4.3 GPM
2002
3 N/A
BCPS
FACILITIES
INTERIOR LIGHTING
ELECTRICAL
LIGHTING
INTERIOR
15 Q uantity
2002
3 MCC -11000-000
BCPS
PUMP ROOM
MOTOR CO NTROL PANEL
ELECTRICAL
MCC
Allen Bradley
Bulletin 2100
SN H ZJF485/1
1200
AMP
2002
3 Appe ndi x Fl
Hazen
N
n
Z Il. 1, ll, 4o Z80 I, abed
F Y2023 R -C AMP Report
Asset ID
L e11 Le vel 2 (Ar eal
(Site)
Asset De scriptio n
Skill )Di scipline)
A sset Cl ass.
As set Type
Man ufacturer
Model N o.
Serial No .
Sizel
Unit 1
Install
Year
Co ndition/
As sig ned
N/A
BCPS
PUMP ROOM
MOV 12 - PU MP 2 DISCHARGE BYPASS TO SRWRP
MECHANICAL
MC A/
PLUG
ValMatic, El
12 DIN
2002
3 N/A
I BCPS
PUMP ROOM
MOV 12- PUMP 3 DISCHARGE BYPASS TO SRWRP
MECHANICAL
MOV
PLUG
ValM atic, ElM
12 DIN
2002
3 P-11100-000
BCPS
Miscellane a
OVERFLOW BASIN SUMP PU MPIF1
MECHANICAL
PU MP
SUBMERSIBLE
3 HP
2002
NoCo nditio
P-11110-000
BCPS
Miscella neous
OVERFLOW BASIN SUMP PU MP112
MEC:HANIC.AL
PLIMP
SUBMERSIBLE
3 HP
2002
No Corditio
PRMT-32
BCPS
MISCELLANEC
PERIM ETER FENCING
CIVIL
FENCING
250
LFT
2001
2 PLC -11000-000
BCPS
MOTOR ROOM
PLC AT THE BCPS
INSTRUMENTATION
PLC
I
6 WET
2018
3 PNL-11000-000
BCPS
MOTOR ROD k
PLC CONTROL PANEL (BCPS)
ELECTRICAL
CONTR OL PANEL
PLC
Engineer ed systems
120
VAC
2002
3 PIT -11011-000
BCPS
PUMP ROOM
PRESSURE TRANSMITTER FORCEMAIN
INSTRUMENTATION
TR ANSMITTER
PRESSURE
Rosemount
300
PSI
2003
3 BLD-11000-000
BCPS
MISCELLANEC
PUMP STATION BUILDING
STRUCTURAL
BUILDING
57 LFT
2001
2 N/A
BCPS
M IS CELLANEC
RETURN PUMP RP -1 CONTR OL P ANEL
ELECTRICAL
CONTROL PANEL
PUMP
Hoffman
480
V
2002
4 N/A
BCPS
MISCELLANEC
SAFETY SHOWER
MECH ANICAL
S AFETY S HOWER
2 DI N
2002
3 NjA
BCPS
MISCELLANEO
SERVICE ENTR ANCE SWITCHB OARD
ELECTRICAL
SWITCHBO ARD
1200
AMP
2002
3 P-11010-000
BCPS
PUMP ROOM
SEWAGE PUMP 1
MECHANICAL
PUMP
CENTRIFUGAL NON -CLOG
125
HP
2002
M-11010-000
BCPS
PUMP ROOM
SEWAGE PUMP 1 MOTOR
ELECTRICAL
MOTOR
125
HP
2002
P-11020-000
BCPS
IPUMP ROOM
SEWAGE PUMP 2
MECHANICAL
PUMP
CENTRIFUGAL N ON -CLOG
125
HP
2002
M-11020-000
BCPS
PUMP ROOM
SEWAGE PUMP 2 MOTOR
ELECTRICAL
M OT OR
Li ncoln motors
125
HP
2002
P-11030-000
BCPS
PUMP ROOM
SEWAGE PUMP 3
MECHANICAL
PUMP
CENTRIFUGAL NON -CLOG
125
HP
2002
M-11030-000
BCPS
PUMP ROOM
SEWAGE PUMP 3 MOTOR
ELECTRI CAL
MOTOR
Lincoln m otors
125
HP
2002
P-11040-000
BCPS
PUMP ROOM
SEWAG E PUMP 4
MECHANICAL
PUMP
CENTRIFU GAL N ON -CLOG
125
HP
2002
M-11040-000
BCPS
PUMP ROOM
SEWA GE PUMP 4 MOTOR
ELECTRICAL
MOTOR
Lin c ol mot ors
125
HP
2002
P-11050-00 0
BCPS
PUMP RO OM
SEWAGE PUMP 5
ME CH ANICAL
PUMP
CENTRIF UGAL NON -CLOG
125
HP
2002
M-11050-000
BCPS
PUMP ROOM
SEWAGE PUMP 5 MOTOR
ELECTRICAL
MOTOR
125
HP
2002
N/A
BCPS
MISCELLANEC
SITE LIGH TING POLE 1
ELECTRICAL
LIGHTING
SITE
1 Q ua ntity
2018
N/A
BCPS
MISCELLAN EC
SITE LIGHTING POLE 2
ELECTRICAL
UGHTING
SITE
1 Qua ntity
2018
N/A
BCPS
MIRrFLIANEC
SITE LIGHTING POLE 3
ELECTRICAL
LI GHTING
SITE
1 Quantity
2018
N/A
BCPS
MISCELLANEC
SITE PAV ING
CIVIL !PAVEMENT
66 LFT
2001
N/A
BCPS
MISCELLANEC
SLUICE GATE
MECHANICAL
GATE
SLUICE
48 IN
2002
WA
BCPS
PUMP ROOM
SRWRP FORCEMAIN FLOWM ETER
INSTRUMENTATION I
FLOW METER
MAGNETIC
Rosemount
8 DIN
2002
N/A
BCPS
PUMP ROO M
SUCTIO N VALVE DRYWELL SEWA GE PUMP 1
MECHANICAL
VALVE
PLUG
12 DIN
2002
N/A
BCPS
PUMP ROOM
SUCTIO N VALVE DRYWELL SEWAG E PUMP 5
MECHANICAL
VALVE
PLUG
12 DIN
2002
V -11010-A01
BCPS
PUMP ROOM
SUCTIO N VALVE SEWAGE PUMP 1
MECHANICAL
VALVE
(PLUG
12 DIN
2002
V -11020-A01
BCPS
PUMP ROOM
SUCTION VALVE SEWAGE PUM P 2
MECHANICAL
VALVE
PLUG
12 DIN
2002
V -11030-A01
BC PS
PUMP RO OM
SU CTION VALV E SEWA GE PUMP 3
MECHA NIC AL
VALVE
PLUG
12 DI N
2002
V -11040-A01
BCPS
PUMP ROOM
SUCTIO N VALVE SEWAGE PUMP 4
MECHANICAL
VALVE
PLUG
12 DIN
2002
V -11050-A01
BCPS
PUMP ROOM
SUCTIO N VALVE SEWAGE PUMP 5
MECHANICAL
V ALVE
PLUG
12 DIN
2002
PVL-11000-000
BCPS
MOTOR RO OF
SURGE TANK AIR CO MPRESSOR RECEIVER
MECHANICAL
TANK
AIR
80 GAL
2002
3 CP-11000-000
BCPS
MOTOR RO OF
SURGE TANK COMPRESSOR
MECHANICAL
COMPRESSOR
AIR
Ingersoll-Ra nd
2340
2 HP
2002
3 N/A
BCPS
MISCELLANE
SU RG E TANK DRA IN ISOLAI0N VALVE
MECHA NICAL
VALV E _
GATE
'!IDeZurik
12 DI N
2002
3 T-11000-000
BCPS
MISCELLANE
SURGE TANK ENCI NA FORCEMAIN
MECHANICAL
TANK
SURGE
900
GAL
2002
2 N/A
BCPS
MISC.ELIANE
SURGE TANK ISOLATION VALVE
MECHANICAL
VALVE
PLUG
ValMatic
12 DIN
2002
3 UPS -11000-000
BCPS
MOTOR RO D
UPS BCPS MCC
ELECTRICAL
UPS _
Illuminator
Ce ntral inverter system
KVA
2002
2 N/A
BCPS
PUMP ROOM
VALVE 12- PUMPS DISCHARGE BYPASS TO SRWRP
MECHANICAL
VALVE
PLUG
Vol Matic
12 DIN
2002
3 Appendix F2
Hazen
n
Z Il. 1, ll, 40 880 I, abed
F Y2023 R -C AMP Report
Asset ID
Levels
(Sit e)
Le vel 2 ( Areal
Asset D escription
Skill (Discipline) I
Asset Class,
Asset Type
Manufa cturer
Model No .
Serial No .
Siz e1
Unit 1
I nst all
Year
Condition)
Assigned
V -11200-B02
BOPS
PUMP R OOM
VALVE 12 IN SRWRP FLOW METER BYP ASS
MEC HANIC AL
VALVE
PLUG
12 DI N
2002
3 V -11200-B03
BCPS
PUMP ROOM
VALVE 12 IN SRWRP FLOW METER ISOLATI ON
MECHANICAL
VALVE
PLUG
12 DIN
2002
3'
V -11200-B01
BCPS
PUMP ROOM
VALVE 12 IN SRWRP FLOWMETER BYPASS IS OLATIC
MECHANICAL
VALVE
PLUG
ValMatic
12 DIN
2002
3 N/A
BCPS
PUMP ROOM
VALVE 14 IN ENCINA FORCE MAIN FLOWMETER BIT
MECHANIC AL
VALVE
PLUG
14 DIN
2002
3 V-11200-EO1
BCPS
PUMP ROOM
VALVE 14 IN E NCINA F ORCE MAIN FL OWMETER ISO
MECHANICAL
V AL VE
PLUG
14 DI N
2002
3 V -11200-E02
BCPS
PUMP ROOM
VALVE 14 IN E NCINAF ORCEM AIN FLOWMETER ISO
MECHANICAL
VAL VE
PLUG
14 DIN
2002
3 V -11200-001
BCPS
PUMP ROOM',
VALVE 24 IN FORCE MAIN
MECHANICAL
VALVE
PLUG
24 DIN
2002
3 V-11200-001
BCPS
PUMP ROOM
VALVE b IN SRWRP FORCE MAIN DRAIN
MECHANICAL
VALVE
PLUG
Valmatic
6 DIN
2002
3 V -11200-A03
BCPS
PUMP ROOM.
VALVE 8 IN FORCEMAIN TO WETWELL BYPASS
MECHANICAL
VALVE
PLUG
V alM atic
5808R/7B OOX(
M233800
8 DIN
2002
3 V -11200-A02
BCPS
PUMP ROOM
VALVE 8IN SRWRP FAILSAFE DRAIN
MECHANICAL
VALVE
PLUG
8 DIN
2002
3 V -11200-A01
I BCPS
PUMP ROOM,
VALVE 8 IN SRWRP SOLIDS LINE
MECHANICAL
VALVE
PLUG
8 DIN
2002
3 N/A
BCPS
PUM P ROOM
VALVE 8 SRWRP BYPASS TO WETWELL
MECHANICAL
VAL VE
PLUG
V alMatic
I
8 DIN
2002
3 BCPS
BCPS
MISCELLANEC
VEHICLE ACCESS GATE
CIVIL
ACCESS GATE
VEHICLE
18 LET
2001
2 VFD-11010-000
BCPS
MOTOR RO OF
VFD SEWAGE PUMP 1 BCPS
ELECTRICAL
VFD
Mitsubishi
FR-PU07-01
125
HP
2019
1 V FD-11020-000
BCPS
MOTO R ROO('V FD
SEWAGE PUMP 2 BCPS
ELECTRICAL
VFD
Mitsubishi
FR -P U07-01
125
HP
2019
1 VFD-11030-000
BCPS
MOTOR RO OF
VFD SEWAGE PUMP 3 BCPS
ELECTRICAL
VFD
Mitsubishi
FR-PIJ07-01
125
HP
2019
1 V FD-11040-000
BCPS
MOTO R RO OF
VFD SEWAGE PUMP 4 BOPS
ELECTRICAL
VFD
Mitsubishi
FR -P U07-01
125
HP
2019
1 VFD-11050-000
BCPS
MO TOR ROO F
VFD SEWAGE PUMP 5 BCPS
ELEC TRICAL ,VFD
'.Mitsubishi
FR-PU07-01
125
HP
2019
1 N/A
BO PS
WET WELL
WET WELL
STRUCTURAL
PROCESS STRUCTU
WET WELL
58 LIT
2001
3 N/A
BCPS
WET WELL
WET WELL SUPPLY FAN (INLET VAULT)
HVAC
FAN ASSEMBLY
SUPPLY
1800
C:FM
2002
3 Appendix F3
Hazen
N
l Jcri
Z I. 1, 14o 1780 I, abed
F Y2023 R -CAMP Report
T able F-2: RBPS Ass et Register
Asset ID
Lev els L evel 2 {Ares]
(Site)
Asset Description
Skill (Discipline)
Ass et Class
Asset Type
Ma nufacturer
Model N.
Serial No.
Size1
Unit 1
Install
Year
C ondition?
Assigned
RBPS
RBPS
NIISCELLANE.
VEHICLE ACCESS GATE
CIVIL
ACCESS GATE
VEHICLE
20 LFT
2007
2 N/A
RBPS
GRINDER VA
WET WELL DU AL LEAF ACCESS HATCH W/ H2O LO
CIVIL
ACCESS HATCH
DUAL LEAF
I
4 FT
2007
2 N/A
RBPS
WET WELL
WET WELL SINGLE LEAF ACCESS HATCH PUMP #3
CIVIL
ACCESS HATCH
SINGLE LEAF
3.5 LFT
2007
2 N/A
RBPS
WET WELL
WET WELL SI NGLE LEAF ACCESS H ATCH PUMP n2
CIVIL
ACCESS HATCH
SINGLE LE AF
3.5 LFT
2007
2 N/A
RBPS
WET WELL
WET WELL SINGLE LEAF ACCESS HATCH PUMP #1
CIVIL
ACCESS HATCH
SINGLE LEAF
3.5 LFT
2007
2 PRMT-34
RBPS
MISCELLANEC
PERIMETER FENCING
CIVIL
FENCING
320
LFT
2007
2 ATS-12000-060
RBPS
CONTROL ROAUTOMA11C
TRANSFER SWITCH RWBPS
ELECTRICAL
AUTOMATIC TRANSFER SWITCH
ASCO
7000 series
2033546 RE
400
AMP
2020
1 N/A
RBPS
CONTROL ROC
ODOR CONTROL PANEL
ELECTRICAL
CONTROL PANEL
Square D
5 HP
2007
3 PNL-12001-000
RBPS
CONTRO L ROC
CO NTROL PANEL -GRIN DER RWBPS
ELEC TRICAL
C ONTR OL PANEL
Franklin miller
TM8532
995 4A
480
V
2016
2 N/A
RBPS
CONTROL ROC
GRINDER 2 LCP
ELECTRICAL
CONTR OL PANEL
Fr anklin miller
TM'8532
99543
4813
V
2015
2 E-12000-000
RBPS
CONTROL ROeE M ERGEN CY STANDBY GENERATOR RBPS E-12001
ELECTRIC AL
EMERGENCY GENERATOR
'.Volv o
250
KW
2007
2 G-12000-000
RBPS
CONTROL RO4E MERGEN CY STANDBY GENERATOR R3PS G-12000-
ELECTRICAL
EMERGENCY GENERATOR
Kohler
275REDZV
2090867
275
KW
2007
3 N/A
RBPS
MISCELLANEO
EXTERIOR LIGHTING
ELECTRICAL
LIGHTING
EXTERIOR
5 Qua ntity
2015
2 N/A
RBPS
CONTROL ROC
INTERIOR LIGHTING
ELECTRICAL
LIGHTING
INTERIOR
6 quantity
2015
N./.4
RBPS
M ISCELLANEC
SITE LIGH TING
ELECTRICAL
LIGHTING
SITE
1 Qua ntity
2007
2 N/A
RBPS
MIS CELLANEO
SITE LIGHTING
ELECTRICAL
LIGHTING
SITE
2 quantity
2016
2 MCC -12001-000
RBPS
CONTROL ROC
MOTO R CONTRO L CENTER RBPS (MCC 1)
ELECTRICAL
MCC
ALLEN BRADLEY
2100 SERIES M
FJPX12/1
600
AMP
2007
2 WA
RBPS
CONTROL ROC
MAIN SERVICE CENTER (MSC) -1
ELECTRICAL
SWITCHBOARD
I
400
AMP
2007
3 UPS -12000-000
RBPS
CO NTROL ROC
UPS-RWBPS _
ELECTRICAL _
UPS
Tripp lite
Smart online UPS
KVA
2007
_ 2
V FD-12001-000
RBPS
CONTROL ROC
VARIABLE FREQ UENCY DRIVE SEWAGE PUMP 1
ELECTRIC AL
VFD
Allen Bradl ey
Pow er Flex
75 HP
2007
2 VFD-12002-000
RBPS
CONTROL ROC
V ARIABLE FREQ UENCY DRIVE SEWAGE PUMP 2
ELECTRICAL
VfD
Alle n Bradley
Pow er Flex
75 HP
2007
2 VFD-12003-0O0
RBPS
CONTROL ROCVARIABLE
FREQUENCY DRIVE SEWAGE PUMP 3
ELECTRICAL
VFD
Allen Bradley
Power Flex
75 HP
2007
2 F-12000-000
RBPS
CONTROL ROC
MCC EXHAUST FAN _
HVAC
F AN ASSEMBLY
EXHAUST
_
HP
2007
3 FE -FIT -12000-000
RBPS
PUM PING SYS
FORCE MAIN FLOW METER -MAGNETIC
INSTRUMENTATION
FLOW METER
MAGNETIC
Spading
TigerMag
S
DIN
2007
2 PLC -12000-000
RBPS
CONTROL ROC
PLC RWBPS
INSTRUMENTATION
PLC
AB CONTROLLOGIX
3 WFT
2007
N/A
RBPS
WET WELL
ULTRA SONIC LEVEL SEN SOR
INSTRUMENTATION I
SENS OR
LEVEL
1 EAC H
2007
3'
N/A
RBPS
CO NTROL ROC
LEVEL IND ICATO R TRASDUCER LIT -100-000
INSTRUMENTATION
TRANSDU CER
LEVEL
Siem ens
Hydr oRa nger 200
100
V
2012
2 UT -12000-000
RBPS
PUMPING SYS
WET WELL LEVEL INDICATING TRANSMIT TER
INSTRUMENTATION I
TRANSMITTER
LEVEL
;Vega
Veg amet 391 Ex
2007
3 PIT -12000-000
RBPS
CO NTROL RO(
PRESSURE TRA NSDUCER RBPS
INSTRUMENTATION
TRANSMITTER
PRESSURE
Rosemo unt
Sm art family
TG3A2B211S1
800
PSI
2007
3 RBPS-VSS
RBPS
FACILITIES
RACEWAY PUMP STATION VIDEO SURVEILLANCE SY
INSTRUMENTATION
VIDEO SURVEILLANCE SYSTEM
Samsung
2 QUA NTIT
2018
2'.
BP -12000-000
RBPS
MISCELLANEC
PO TAB LE WA TER BA CKFLO W PREVENTER 2 IN
MECH AN ICAL
BA CKFLOW PREVENTER
2 DI N
2007
3 FLG-12013-000
RBPS
MISCELLANEC
3 FLAP GATE METER VA ULT DRA IN OV ER FLO
MECHANICAL
GATE
FLAP
3 IN
2007
3 FLG-12012-000
RBPS
MISCELANEC
18 IN FLAP GATE OVERFLOW BA SIN
MECHANICAL
GATE
FLAP
18 IN
2007
3 SLG-12009-000
RBPS
MISCELLANEC
16 IN SLUICE GATE WET WELL GRINDER SIDE
MECHANICAL
GA TE
SLUICE
16 IN
2019
2 SLG-12010-X00
RBPS
MISCEUAN€C
16 IN SLUICE GATE WET WELL BAR RACK SIDE
MECHANICAL
GA TE
SLUICE _
_
15 IN
2019
2 GDR -12000-0(10
RBPS
PUMPING SY S
CHAN NEL G RIN DER
MECHANICAL
GRINDER
5 HP
2007
2 GDR -12000-001
RBPS
PUMPING SYS
CHANNEL GRIN DER-RBPS
MECHANICAL
GRINDER
5 HP
2007
3 ORF-12000-000
RBPS
MISCELLA NEC
LOW - FLOW ODOR CONTROL SCRUBBER SYSTEM
M ECHANICAL
ODOR CONTROL SY
SCRUBBER
200 FRP
30 AMP
2005
3'
P-12003-000
RBPS
(PUMPING SYS
SUBMERSIBLE SEWAGE PUMP 3
MECHANICAL
PUMP
SUBMERSIBLE
75 HP
2007
3�
P-12002-000
RBPS
PUMPING SYS
SUBMERSIBLE SEWAGE PUMP 2
MECHANICAL
PU MP
SUBMERSIBLE
75 HP
2007
3 P-12001-000
RBPS
PUMPING SYS
SUBMERSIBLE SEWA GE PUMP I
MECHANICAL
PUMP
SUBMERSIBLE
75 HP
2007
3 N/A
RBPS
MISCELLANEC
SAFETY SHOWER
(MECHANICAL
SA FETY SHO WER
2 DIN
2007
3 Appendix F4
CO Hazen
n
01 Z Il. 1, ll, 40 580I. abed
F Y2023 R -C AMP Report
Asset ID
Levees
(Site)
L evel 2 ( Ar eal
Asset D escription
Skill Discipline)
Asset Class,
Asset Type
Manufacturer
Mode N
isl No.
U nit 1
I nst all
Y ear
Condition/
Assigned
AV -12000-000
REPS
P UMPING SYS
AIR & VAC UUM REI FARE VALVE-RWBPS
MEC HANIC AL
VALVE
AIR RELEASE
2 DI N
2007
2 CKV-12001-000
REPS
PUMPING SYS
CHECK VALVE SEWAGE PUMP 1
MECHANICAL
VALVE
CHECK
CRISPIN
6 DIN
2007
2 I CKV-12002-000
IMPS
PUMPING SYS
CHECK VALVE SEWAGE PUMP 2
MECHANICAL
VALVE
CHECK
CRISPIN
6 DIN
2007
2 CKV-12003-000
REPS
PUMPING SYS
CHECK VALVE SEWAGE PUMP 3
MECHANIC AL
VALVE
CHECK
CRISPIN
6 DIN
2007
2 V -12005-O00
REPS
PUMPING SYS
6 IN VALVE FORCEMAIN DIVERTER TO WET WELL
MECHANICAL
VALVE
BURIED PLUG
6 DIN
2007
3 V-12006-000
REPS
PUMPING SYS
8 IN VALVE F ORCEMAIN ISOLATION TO WET
MECHANICAL
VALVE
BURIED PLUG
8 DI N
2007
3 V -12007-000
REPS
PUMPING SYS
S IN VALVE FLOWMETER ISOLATION INLET
MECHANICAL
VALVE
BURIED PLUG
8 DIN
2007
3 V -12008-000
REPS
PUM PING SYS
8 IN FLOWMETER ISOLA TION VALVE DISCHARGE
MECHANICAL
VALVE
BURIED PLUG
8 DIN
2007
3 V-12009-000
REPS
PUMPING SYS
8, IN V ALVE FLOWMETER BYPASS IS OLATION
MECHANICAL
VALVE
BURIED PLUG
8 DIN
2007
3 V-12010-000
REPS
PUM PING SYS
8 IN VALVE EMERGENCY PUMPING CONNECTION
MECHANICAL
VALVE
BURIED PLUG
8 DIN
2007
2 V-12011-000
REPS
PUMPING SYS
12 IN OVERFLOW BASIN ISOLATION VALVE
MECHANICAL
VALVE
BURIED PLUG
12 DIN
2007
3 V -12001-050
REPS
PUM PING SYS
6 -IN DISCHARGE ISOLATION VALVE PUMP 1
MECHANICAL
VALVE
PLUG
6 DIN
2007
2 V -12002-000
REPS
PUM PING SYS
6 -IN DISCHARGE ISOLATION V ALVE PUMP 2
MECHANICAL
VALVE
PLUG
6 DIN
2007
2 V-12003-000
REPS
PUMPING SYS
6 -IN DISCHARGE ISOLATION VALVE PUMP 3
MECHANICAL
VALVE
PLUG
6 DIN
2007
2 V-12004-000
RBPS
PUMPING SYS
8 IN DISCHARGE ISOLATI ON V ALVE BETWEEN
MECHANICAL
VALVE
PLUG
8 DIN
2007
2 BLD-12500-000
RBPS
MISCELLANECI
BUILDING -RACEWAY PUMP STATION
STRUCTURAL
BUILDING
22 LET
2007
2 STR-12001-000
REPS
MISCELLANEC
EMERGENCY O VERFLOW STORAGE POND-RWBPS
STRUCTURAL
PROCESS STRUCTU
STORAGE POND
70 LFT
2007
2 STR-12000-000
REPS
MISCELLAN EA
FO RCE MAIN FLOW METER VAULT-RWBPS
STRUCTURAL
PROCESS STRUCTU
V AULT
5 WFT
2007
2 N/A
REPS
GRINDER VA U
GRINDER V AULT _
STRUCTURAL
PROCESS STRUCTU
VAULT
_
_
5-5
LFT
2007
_ 2
STR-12003-000
RBPS
PUMPING SYS
WET WELL
STRUCTURAL
PROCESS STRUCTU
WET WELL
25 LFT
2007
2 Appendix F5
Hazen
N
Cl�
n
01 Z Il. 1, 140 980 I, abed
F Y2023 R -CAMP Report
Table F-3: BVPS Asset Register
A sset ID
Level? Lev el 2 (Area]
(Site)
Asset Descripti on
Skill (Disciplin e)
Asset Class.
Asset Type
Manufacturer
Model No.
S erial No.
Siz e1
I U nit 1
I nstall
Year
Condition.'
Assigned
CYZIIMBIZE
N ORTH ROLLIN G AC CESS G ATE
CAME
AC CESS G ATE
ROLD NG
25 LFT
1996
3 BVPS BVPS MISCELLANE•
SOUTH VEHICLE ACCESS GATE
CIVIL
AC CESS GATE
VEHICLE
30 WFT
1996
MME -9750-000 BVPS GENERATOR
DOOR -ROLL -UP I GENERATOR RM)
CIVIL
DOOR
R OLL -UP
Cookson
11 WET
19963
N/A
PERIMETER FENCING
CIVIL I
FENCING
360
LFT
19964
N/A BV PS MISCELLANE•
SITE PA VING
CAVIL
PA VEMENT
140
LFT
L9963
A TS-980 3-00A BVPS ELECT RICA L R
AUTO TRANSFER SWITCH -1
ELECTRICAL
AUTOM ATIC TR ANSFER SWI TC H
AS CO
1200
AMP
1994
A TS-9801-000 iBVPS ELECTRICA L R
SWITCH -AUTO TRANSFER SW -1 GEN
ELECTRICAL
AUTOMATIC TRANSFER SWITCH
ASCO
1200
AMP
1994
ATS-9802-000 BVPS MOTO R ROO
SWITCH -AUTO TRANSFER SW -2 GEN
ELECTRIC AL
AUTOMATIC TRANSFER SWITCH
ASCD
752765011200
ANIP
19943
ATS-9803-008 BV PS ELECTRICAL R
AUTO TRANSFER SWITCH -2
ELECTRICAL
AUTOMATIC TRANSFER SWITCH
ASCD
1200
AMP
19943
3C-9891-000
3ATTERY CHARGER
American batterych arging
12,0/24
V
20162
BC -9802-000 EIVPS GENERA TOR •
BATTERY CHARGER GEN 2
ELECTRICAL
BATTERY CHARGER
American battery charging
120/24
V
2016
2 PNL-9880-000 BVPS MOTO R • +
WET WELL CONTROL PANEL
ELECTRIC AL
CONTROL PANEL
Tesco
20 4
PNL-9800-000 BVPS MOTOR • • r
• •
CONTROL PANEL
Tesco
20 PSI
1995
N/A BVPS ELECTRICALR,
PLC -SURGE TANK
ELECTRICAL
CONTROL PANEL
Alle n Br adley
208
V
2019
2 PNL-9820-000
BVPS
MOTOR ROO
PANEL -GRINDER LEVEL
ELECTRICAL
CONTR OL PANEL
• +
V
Unkn oum
2 PNL-9815-0O0
BVPS
MOTOR ROD
PANEL-BARSCREEN CONTROL PNL
ELECTRIC AL
CONTROL PANEL
480
V
•
3 PNL-9830-000
BVPS
ELECTRICAL R
CONTROL PANEL FOR SURGE TANK
ELECTRICAL I
CONTROL PANEL
+ 013
PCP -9800-000
BVPS
MOTOR. RO D
PANEL -PUMP CONTROL
ELECTRICAL
CONTROL PANEL
PUMP
ITes co
4 WFT
1995
3 G-9801-000
BVPS
GENERATO R '
ENGINE EMERGENCY GENERATOR 1
ELECTRICAL
EMERGENCY GENERATOR
Caterpillar
3508
750
ICVV
1996
2 G-9802-000
BVPS
GENERATOR'
ENGINE EMERGENCY GENERATOR 2
ELEC TRICAL
EMERGENCY GENERATOR
Caterpillar
3508
2 LCP9750-A00
BVPS
MO TO R RO D
LIGHTING CONTROL PANEL A
ELECTRICAL I
LIGHTING CONTROL PANEL
Sq uar e D
NQO N00-24-3AB
25 ICVA
20211
LCP-9750-LOO
BVPS
ELECTRICAL R
LIGHTING CONTROL PAN EL L
ELECTRICAL
LIGHTING CONTROL PA NEL
Cutler h ammer
PRL1 HULA22674 002
45 K VA
1994
4 LCP-9750-000
BVPS
ELECTRICALR
LIGHTING CO NTRO L PANEL
ELECTRICAL
LIGHTING CONTROL PANEL
_
0'KVA
1994
3 N/A
BVPS
FACILITIES
INTERIOR LIGHTING
ELECTRICAL
_IGHTI NG
INTERICR
:
Quantity
Unknown
3 MBA -9900-000
BVPS
ELECTRICALR
MAIN BREAKE R MCC -1
ELECTRICAL
M AIN BREAKER
Men Bradley
1200
AMP
1994
4 MBB 9900- 000
BVPS
ELECTRICALR
MA IN BREAKER MCC -2
ELECTRICAL
MAIN BRE AKER
1200
AMP
1994
3 M87-9900-000
BVPS
ELEC TRICALR
MAIN TIE BREAKER BVPS
ELECTRICAL
M AIN BREAKER
A!l er bradley
1200
AMP
1994
3,
MCC -9800 -AB
BVPS
ELECTRIC ALR
MOTO R CONTRO L CENTER -A
IELECTR ICAL I
MCC
.. =
- - -- -
-N A786106/1
1200
AMP
1986
4 MCC9800-B60
BVPS
ELECTRICAL R
MOTO R CONTRO L CENTER -B
ELECTRICAL
MCC
Au'u er Bradley
Bulletin 2_3C
SM A 786108/2
1200
AMP
1994
M-9905-000
BVPS
MOTOR RO D
MOTO R- 5 SEWAGE PUMP
ELECTRICAL
MOTOR
300
HP
1996
3 M-9904-000
BVPS
MOT OR ROO
MO TOR- 4 SEWAG E PU MP
ELECTRICAL
MOT OR
300
HP
1996
3 M9902-000
BVPS
MOTOR ROD
MOTO R -2 SEWAGE PUMP
ELECTRICAL
MOTDR
300
HP
1996
3 M-9901-000
BVPS
MO TO R ROO.
MOTOR- I SEWAGE PUMP
ELECTRICAL
MOTOR
300
HP
1996
N/A
BVPS
ELECTRICAL R
TEMP SOFT START FOR PUMP 4
ELECTRICAL
SOFT START
309
HP
Unknown
3 N/A
BVPS
MOTOR ROO
3 SO URCE PRIORITY WAD TRANSFER SWITCHGEAR
ELECTRICAL
SWITCHBOARD
ASCD
75276501
1200
AMP
1995
3 N/A
BVPS
MOTOR ROD
SERVIC E ENTRAN CE SW ITCHG EAR.
ELECTRICAL
SWITC HBOA RD
Cutler -H ammer
2500
AMP
1995
3 TER -9750-000
BVPS
MOTO R ROO.
TRANSFORMER -T2
ELECTRICAL
TRANSFORMER
Acm e ele ctric al corp
25 KVA
1994
3 TFR9750-000
BVPS
ELECTRICALR
TRANSFORMER -LIGHTING PNLC
ELECTRICA L
TRANSFORMER
LIGHTING _
_
10 INA
1994
4 TFR-9750-L00
BVPS
ELEC TRICAL R
TRA NSFO RM ER -LIGHTING PNL L MCC
ELECTRICAL I
TRA NSFO RMER
LIGHTING
Westingjous e
45 KVA
1984
3 UPS -9750-000
BVPS
MOTOR ROD
UPS BV PS MCC
ELECTRICAL
UPS
Tripp lite
Sm art online UPS
K VA
2007
2 VFD9901-000 BVPS ELECTRICAL R
VFD PANEL -1 SEWAGE PUMP MOTO R
ELECTRICAL
VFD
Qu ality electrical systems
300
HP
2019
1 V FD-9902-000 EVPS ELECTRICALR
VFD PANEL -2 SEWAGE PUMP MOTOR
ELECTRICA L
VFD
Quality electrical systems
300
HP
2019
1 Appe ndix F6
CO Hazen
N
N
n
cn
Z Il. 1, 1, 4o L80 I. abed
F Y2023 R -CAMP Report
A sset ID
L evel1 L evel 2 (Area]
(Sit e)
Asset D escription
Skill (Discipli ne)
Ass et Class
Asset Type
Man ufacturer
Model No .
Serial No.
Sizel
Unit 1
Install
Year
-1
G onditipn?
Assigned
VFD-99174-000
BVPS ELECTRICAL R VFD PANEL -4 SEWAGE PUMP M OT OR
ELECTRICAL
VFD
Qu ality ele ctrical systems
300
HP
2019
1 VFD-9905-000
BVPS ELECTRICAL R VFD PANEL -5 SEWAGE PUMP MOTOR
ELECTRICAL
VFD
Quality electrical systems
300
HP
1995
1 AHU-9750-000
BVPS Dry Well AHU-M OT OR Si PUMP ROOM
HVAC
AIR HA NDLIN G UNIT
1 HP
1995
No C onditior
F-9915-000
BVPS MOTOR RO DE FAN- CACULATI NG - MOTOR RO OM
HVAC
FAN ASSEMBLY
1 RC.,_4T NS
2 HP
1995
4 F-9751-000
BVPS
GENERATOR R
FAN -EXHAUST (GENERATOR RM)
HVAC I
FAN ASSEMBLY
EXHAUST
Co ok
0.5 HP
1995
3 F-9753-000
BVPS
HUDRAULICR
FAN- EXHAUST{HYDRAL LICR M)
HVAC
FAN ASSEMBLY
EXHAUST
Cook
0.5 HP
1995
3 F -9950-00O
BVPS
PUMP ROOM
FAN -DRY WELL EXHAUST
HVAC
FAN ASSEMBLY
EXHAUST
US Mot ors
1 HP
1995
3 F-9752-000
BVPS
MOTOR RODE
F AN- EXHAUST (C ONTR OL RMi
HVAC
FAN ASSEMBLY
EX HAUST
Cook.
2 HP
1995
3 F-9965-000
BVPS
PUMP ROOM
FAN -WET WELL EXHAUST
HVAC
FAN ASSEMBLY
EXHAUST
2 HP
1995
3 F-9755-000
BVPS
MOTO R RODE
FAN -SUPPLY AIR {ROOF OF MCC R M)
HVAC
FAN ASSEMBLY
SUPPLY
Cock
2 HP
1995
3 N/A
BVPS
FORCEMAIN X{
FORCEMAIN B FLOW METER
INSTRUMENTATION
FL OW METER
MAGNETIC
Kroh ne
24 DIN
2012
2 FE -9790-000
BVPS
FORCEMAIN 'V
FORCE MAIN FLOW METER
INSTRUMENTATION
FLOW METER
MAGNE TIC
Krohne
24 DIN
2012
2 AE -9772-000
BVPS
MISCELLANEO
DETECTOR-GAS/ OXYGE N ALARM UNIT (B VPS) AE -9-
INSTR UMENTATION
GAS DETECTOR
MS A
X3 Technology
1 OU ANTII
Unk nown
2 AE -9950-000
BVPS
PUMP ROOM
DETECTOR-GAS/O)CfGEN ALARM UNIT ,[BVPS] AE -9r
INSTRUMENTATION
GAS DETECTOR
MSA
X3 T echn ol ogy
1 QUANTIT
1995
2 PLC -9800-000
BVPS
ELECTRICAL R{
PLC AT THE BVPS
INSTRUMENTATION
PLC
3 WFT
2019
3 LE9801-000
BVPS
WET WELL
WET WELL ULTRASONIC LEVEL SENSOR
INSTRUMENTATION
SENSOR
LEVEL
1 EACH
1995
2 N/A
BVPS
PUMP ROOM
LO AN WO RKER SIGN AL BOOSTERS
INSTRUMENTATION
SIGNAL BOOSTER
ANTE ill
1 EACH
2020
1 LS -9950-000
BVPS
DRY WELL
SWITCH -SUMP PUMP START/STOP DRYWELL
INSTRUMENTATION
SWITCH
LEVEL
Jdteck
Unkn own
3 LSH-9950-000
BVPS
DRY WELL
SWITCH -FLOODED DRY WELL
INSTRUMENT ATION
SWITCH
LEVEL
Jdt eck
_
Unkn own
3 LS -9952-000
BVPS
DRY WELL
SWITCH-DRYWELL HIGH LEVEL ALARM
INSTRUMENTATION
SWITCH
LEVEL
.Jdt eck
Unkn own
3 La -9760-000
BVPS
PUMP ROOM
SWITCH -LOW LEVEL (AIR GAP TANK)
INSTRUMENTATION
SWITCH
LEVEL
Warrick
3 DIN
U nknown
3. LSH-9805-000
BVPS
GENERATOR E
SWITCH -HIGH LEVEL (GENRMSUMP)
INSTRUMENTATION
SWITCH
LEVEL
1 QUANTIT
Unkn own
3 LS -9810-000
BVPS
PUMP ROOM
LEVEL SWITCHTANK-RECEIVER-AIR TO HYDRO
INSTRUMENTATI ON
SWITCH
LEVEL
1 QUANTIT
1996
5 LS -9800-1X70
BVPS
ELECTRICAL RI
WET WELL LEVEL SWITCH
INSTRUMENTATION
SWITCH
LEVEL
Si emens
Hydro ranger 200
1 QUANTIT
2019
2 LS -9830-000
BVPS
ME'PLLANED,
LEVEL SWITCH, SURGE TANK
INSTRUMENTATI ON
SWITCH
LEVEL
U nknown
3 LSH984O-000
BVPS
MISCELLANEC
SWITCH -HIGH LEVEL SEAL WATER
INSTRUMENTATION
SWITCH
LEVEL
1997
N ot Exist
LSH-9975-000
BVPS
ELECTRICAL R(
SWITCH -FLOO DED WET WELL
INSTRUME NTATION
SWITCH
LEVEL
Si emens
Hydro ranger 200
1 QUANIII
2019
2 PSL-9841-000
BVPS
PUMP ROOM
PRESSURE SWITCH SEWAGE PUMP SEALWATER
INSTRUMENTATION I
SWITCH
PRESSURE
4 -Jan
DIN
1996
3 PSL-9842-000
BVPS
PUMP RO OM
PRES SU RE SWITCH SEWA GE PUMP SEALWATER
IN STR UMENTATION
SWIT CH
PRESSURE
4 -Ja n
DI N
1996
3 PS -9810-000
BVPS
MISCELLANEO
PRESSURE SWITCH, TANK-RECEIVER-AIR TO HYDRO
INSTRUMENTATION,
SWITCH
PRESSURE
Allen -Bradl ey
Bull etin 835
NA
NA
2020
2 P5-9800-001
BVPS
MO TO R ROOti
PRESSURE SWITCH, COMPRESSOR SHUT OFF
INSTRUMENTATION
SWITCH
PRESSURE
Unk nown
4 PS -9800-002
BVPS
MOTO R ROOD
PRESSURE SWITCH,BUBBLER CONTROL
INSTRUMENTATION
SWITCH
PRESSURE
Unkn own
4 PS -9800-003
BVPS
MOTOR ROO D
PRESSURE SWIT CH,
INSTRU MEN TA TION
SWITCH
PRESSURE
U nknow n
4 PS -9800-004
BVPS
MOTOR. ROD E
PRESSURE SWITCH,
INSTRU MENTATION
SWITCH
PRESSURE
U nknown
4 LE9800-000
BVPS
MOTOR ROOK
WET WELL BUBBLER LEVEL TRANSMI I I ER
INSTRUMEN TATIO N
TRA NSMITTER
LEVEL
1995
2 N/A
BVPS
PUMP ROOM
PUMP 1 AND2 PRESSURE TRANSMITTER
INSTRUMENTATION
TRANSMITTER
PRESSURE
PSI
Unkn own
3 PIT9801-000
BVPS
Misce llaneous
PRESSURE TRANSMITTER FORCEMAIN
INSTRUMENTATION
TRA NSMITTER
PRESSURE
U nknow n
2 BV PS-V SS
BVPS
FACILITIES
BUENA VISTA PUMP STATION VIDEO SURVEILLANC
INSTRU MENTATION
VID EO SURVEILLANCE SYSTEM
4 QU ANTIT
2018
2 BP -9780-000
BVPS
MI'SCEUANEC
2" BACKFLO W @ DUCK POND
MECHANICAL
BACKFLOW PREV ENTER
2 DIN
1999
No Co nditior
BP -9760-000
BVPS
MISCELLANEC
BACKFLOW PREVEN TER (Irrigation Sy @ BV
MECHANICAL
BACKFLOW PREVENTER
2 DIN
1995
2 BP -9770-000
BVPS
MISCELLANEC
BACKFLOW PREV EN TER - Hydro Tank@BV
MECHANICAL
BACKFLOW PREVENTER
2 DIN
U nknow n
2 SCR -9815-000
BVPS
WET WELL
BARSCREEN BUENA VISTA PUMP STATION
MECHANICAL
BARSCREEN I
20 HP
1996
No Conditior
Appendix F7
CO Hazen
N
N
n
Z Il. 1, ll, 40 880 I, abed
F Y2023 R -C AMP Report
A sset ID
Le vees
(Site)
Lev el 2 (Are a]
Asset De scripti on
Skill (Discipline]
Asset Class,
Asset Type
Manufa cturer
Model No.
Serial No.
Siz el
Unit 1
In st all
Year
Condition/
Assigned
CP-9810-000
BVPS
MOTOR ROO
COMPRESSOR -AIR TO HYDR OTK
MECHANICAL
COMPRESSOR
AIR
Campbell H ausb,
VT619501AJ
16/25/96-02632
6 HP
1996
2 CP-9830-DOG
BVPS
MOTOR R OO
SURGE TANK AIR C OMPRESSOR
MECHANICAL
COMPRESSOR
AIR
Ingersoll-Ra red
7100D10
12210193
10 HP
2001
2'
CP9801-000
BVPS
Motor Room
C OMPRESS OR -#1 BUBBLER AIR/ WET WELL L
MECHANICAL
COMPRESSOR
AIR
HP
1996
Not Exist
CP-9802-000'
BVPS
Motor Room
COMPRESS OR -52 BUBBLER AIR / WET WELL
MECHANICAL
COMPRESSOR
AIR
HP
1996
N ot E xist
CP-9 820-000
BVPS
Motor Room
C OMPRESSOR- BUBBLER AIR, BAR SCREEN
MECH ANICAL
COMPRESSOR
AIR
0. 75
HP
U nknow n
3 C-9750-000
BVPS
GENERATOR '
CR ANE -CHAIN HOIST (GENERATOR RM)
MECHANICAL
CRANE
Phoenix
3 TON
1996
3 E-9801-000
BVPS
GENERATOR
ENGINE -1 GENERATOR BVPS
MECHANICAL
ENGINE
Caterpillar
3508-DITA
23205802
1000
HP
1996
3 E-9802-000
BVPS
GENERATOR
ENGINE -2 GENERATOR BVPS
MECHANIC AL
ENGINE
Caterpillar
3508-DITA
23Z55795
1000
HP
1996
3 SLG-9980-000
BVPS
WET WELL
SLUICE GATE -WET WELL
MECHANICAL
G ATE
SLUICE
IN
1996
No Condition
GDR-9820-0DO
BV PS
WET WELL
[email protected]
MECHANICAL
GRINDER
10 HP
1996
No Conditior
HU-9820-000
BVPS
PUMP ROOM
HYDRAULIC UNIT -GRINDER
MECHANICAL
HYDRAULIC UNIT
Darker
10.7 GPM
1996
HU-9815-000
BVPS
PUMP ROOM
HYDRAULIC UNIT- 3A'RSCREEN
MECHANICAL
HYDRAULIC UNIT
5 HP
1995
3 P-9901-000
BVPS
PUMP ROOM
PUMP- 1 SEWAGE
MECHANICAL
PUMP
CENTRIFUGAL N ON -CLOG
309
HP
1995
2 P-9902-000
BVPS
PUMP ROOM
PUMP- 2 SEWAGE
MECHANICAL
PUMP
CENTRIFUGAL NON -CLOG
300
HP
1995
2 P-9904-000
BVPS
PUMP ROOM
PUMP -4 SEWAGE
MECHANICAL I
PUMP
CENTRIF UGAIjYeomans
10522-6
1971185001
300
HP
2020
2 P-9905-000
BVPS
PUMP ROOM
PUM P -5 SEWAGE
MECHANICAL
(PU MP
CENTRIFUGAL NON -CLOG
300
HP
1995
3 P-9906-000
BVPS
PUMP ROOM
PUMP -#6 SEWAGE/BVPS
MECHANIC AL
PUMP
CENTRIFU GAL NON -CLOG
300
HP
1995
N ot Exist
P-9951-000
BV PS
PUMP ROOM
SUMP PUMP 1
MECHANICAL
PUMP
SUMP
Dayton
1 HP
1995
3 N/A
BVPS
FORCEMAIN'1MPUMP-FORCEMAIN
0 VAULT SUMP PUMP
MECHANICAL i
PUMP
SUMP
1 HP
2012
3 P-9790-000
BVPS
FORCEMAIN VPUMP-FORCEMAIN
A VAULT SUMP PUMP
MECHANICAL
PUMP
SUMP
1 HP
2012
No Condition
P-9952-000
BVPS
PUMP ROOM
SUMP PUM P
MECHANICAL
PU MP
SUMP
Dayton
2 HP
1995
2 P-9831-000
BVPS
MOTOR RO OM
PUMP -1 CITY WATER
MECHANICAL
PUMP
END -SUCTI ON
15 HP
1997
3,
P-9832-000
BVPS
MOTO R RO Ok
PUMP -2 CITY WATER
MECHANICAL
PUMP
END -SUCTION
15 HP
1997
3 N/A
BVPS
PUMP ROOM
EYEWASH STATION
MECHANICAL
S AFETY SHOWER
H aws
0.5 DIN
2012
2,
SWP-9905-000
BVPS
PUMP ROOM
PAN EL -SEAL WATER -5 SEWAGE PUMP
MECHANICAL
SEWA GE PUMP PA NEL
2 -Jan
DIN
1995
3 SWP 9904-000
EVPS
PUMP ROOM
PA NEL -SEA L WA TER -4 SEWAG E PUMP
MECH ANICAL
SEWA GE PUMP PA NEL
2 -Jan
DI N
1995
3 SWP-9902-000
BVPS
PUMP ROOM
PANEL -SEAL WATER -2 SEWAGE PUMP
MECHANICAL
SEWAGE PUMP PANEL
2 -J an
DIN
1995
3 SWP9901-000
BVPS
PUMP ROOM
PANEL -SEAL WATER -1 SEWAGE PUMP
MECHANICAL
SEWA GE PUMP PANEL
2 -Jan
DIN
1995
3 PVL-9800-000
BVPS
MOTOR ROOK
TANK -RECEIV ER BUBBLER AIR
MECHANICAL
TANK
AIR
GAL
U nknow n
3,
PV L-9810-000
BVPS
MOTOR ROO M
TA NK -RECEIV ER -A IR TO HYDROTK.
MECHA NICAL
TA NK
AIR
60 GAL
1996
2 PVL-9840-000
BVPS
Motor Room
RECEIVER, SURG E TANK AIR COMPRESSOR
MECHANICAL
TANK
AIR
80 GAL
2001
2 T-9760-000
BVPS
MISCELLANEO
TANK -AIR GAP TANK {CITY WA TER)
MECHANICAL
TANK
AIR GAP
72 DIN
1998
2,
PV L-9829-000
BVPS
MISCELLANECdFORCEMAIN
SURGE TANK 2
MECHANICAL
TANK
SURGE
P ulsc o
CST -120
11-3364-01
1700
GAL
2012
2 PVL-9830-000
BVPS
MISCELLANE®FORCE
MAIN SURGE TANK 1
MECHANICA L
TANK
SURGE
South Gate Engineering I
14847
1700
GAL
2001
3 PV L-9770-000
BVPS
MISCELLAN ECTAN K-HYDROPN EUMATIC
TA NK
MEC HANICA L
T AN K
SURGE
300
GAL
U nknow n
2 T-9840-000
BVPS
Miscellaneo us
TANK -SEAL WATER SUPPLY
MECHANICA L
TANK
WATER
GAL
1995
N ot Exist
CKV9R01-000
BVPS
PUMP ROOM
14 IN CHECK VALVE SEWAGE PUMP 1
MECHANICAL
VALVE _
CHECK
14 DIN
1995
3. CKV-9902-000
BVPS
PUMP ROOM
14 IN CHECK VALVE SEWAGE PUIMP 2
MECHANICAL
VALVE
CHECK
14 DIN
1995
3 CKV -9904-000
BVPS
PUMP RO OM
14 IN CH ECK VALV E SEWAGE PUMP 4
MECHA NICAL
VALVE
CHECK.
14 DI N
1995
3. CKV-9905-000
BVPS
PUMP ROOM
14 IN CHECK VALVE SEWA GE PUMP 5
MECHA NICAL
VALVE
CHECK
14 DI N
1996
3 CV -9760-000
BVPS
MISCELLANEA]
CONTROL VALVE -AIR GAP TANK
M ECHANICAL
VALVE
CONTROL
2 DIN
Unkn own
2 CV -9840-000
BVPS
Miscellaneous
CONTROL VALVE -SEAL WATER
MECHANICAL
VALVE
CONTROL
DIN
1997
Not Exist
Appendix F8
CO Hazen
N
N
0.1 n
Z Il. 1, 140 680 I, abed
F Y2023 R -C AMP Report
A sset ID Lev el)
(Site]
Lev el 2 (Ar ea]
Asset Descriptio n
Skill (Di scipline)
A sset Cl ass.
As set Type
Man ufacturer
Model N a.
Serial No .
Sorel
Unit 1
Install
Year
Ca ndRRioni
As sig ned
V -9795-012
EVES
DRY WELL
VALVE -16" FORCE M AIN
MECHANICAL
VAL VE
PLUG
16 DIN
2012
No Conditior
V-9820-000
BVPS
Miscellaneou
4' SURGE TANK DRAIN VALVE
MECHANICAL
VALVE
PLUG
4 DIN
2001
2 V -9901-A01
EVPS
PUMP ROOM
14 IN PLUG VALVE
MECHANICAL
VALVE
PLUG
14 DIN
1995
3 V-9901-601
BVPS
PUMP ROOM
=4 :N DISCHARGE PLUG VALVE
MECHANICAL
VALVE
PLUG
14 DIN
1995
3 V -9902-A01
EVES
PUMP ROOM
14 IN PLUG VALVE
MECHANICAL
VALVE
PLUG
14 DIN
1995
3 V -9902-B01
BVPS
PUMP ROOM
14 IN DISCHARGE PLUG VALVE
MECHANICAL
VALVE
PLUG
14 DIN
1995
3 V -9904-A01
EVES
PUMP ROOM
14 IN PLUG VAL VE
MECHANICAL
VALVE
PLUG
14 DIN
1995
3 V -9904-B01
BVPS
PUMP ROOM
141N DISCHARGE PL UG VALVE
MECHANICAL
VALVE
PLUG
14 DIN
2020
2 V -9905-A01
EVES
PUMP ROOM
14 IN SUCTION PLUG VALVE
MECHANICAL
VALVE
PLUG
14 DIN
1995
3 V-9905-901
BVPS
PUMP ROOM
14 IN DISCH AR GE PL UG VALVE
MECH ANIC AL
VALVE
PLUG
14 DIN
1995
3 N/A
EVES
MISCELLANEC
FORCE MAIN SURGE TANK 2 ISOLATION VALVE
MECHANICAL
VALVE
PLUG
Valmatic
16 DIN
2012
2 N/A
BVPS
MISCELLANEC
FORCE MAIN SURGE TANK 1 ISOLATION VALVE
MECHANICAL
VALVE
PLUG
Valmatic
5816R/7E00.3XP
16 DIN
2012
2 N/A
BVPS
MISCELLANEC
FORCE MAIN SURGE TANK 1 FLUSHING ISOLATION
MECHANICAL
VALVE
PLUG
Valmatic
5816R/7E00.3X M825860
16 DIN
2012
2 N/A
BVPS
MISCELLANEC
FORCE MAIN SURGE TANK 2 FLUSHING ISOLATION
MECHANICAL
VALVE
PLUG
Valmatic
5816R/7E00.3XP
16 DIN
2012
2 N/A
EVES
MISC ELLANEC
FO RCE MA IN SURGE TA NKS FLUSHI NG ISOLATION A
MECH ANICAL I
VALVE
PLUG
Valmatic
5816R/7E00-3XP
16 DI N
2012
2 V-9970-000'
BVPS
PUMP ROOM
20 IN F&M B ISO LATION PLUG VALVE
MECHANICAL
VALVE
PLUG
20 DIN
1996
3 V-9961-000
EVPS
PUMP ROOM
20 IN F/M A ISOLATION PLUG VALVE
MECHANICAL
VALVE
PLUG
20 DIN
1996
3 V-9965-000
EVES
PUMP ROOM
20 IN F/MA&B ISO LATION PLUG VALVE
MECHANICAL
VALVE
PLUG
20 DIN
1996
3 N/A
EVES
MISCELLANEC
FORCE MAIN A SURGE TANKS ISOLATION VALVE
MECHANICAL
VALVE
PLUG
24 DIN
2012
2 N/A
EVES
MISCELLANEC
FO RCE MAIN B SU RG E TA NKS ISOLATION VALVE
MECH ANICAL
VALVE
PLUG
24 DI N
2012
2 N/A
EVES
MISCELLANEC
FO RCE MAIN A ISOLATION VALVE
MECHANICAL
VALVE
PLUG
24 DIN
2012
2 V-9795-010
BVPS
FORCEMAIN 'k.
FORCE MAIN B FLOW METER ISOLATION VALVE
MECHANICAL
VALVE
PLUG
Valmatic
24 DIN.
2012
3 V-9795-011
EVPS
FORCEMAIN V
FORCEMAIN A FLOW METER ISOLATIO N VALVE
MECHANICAL
VALVE
PLUG
Valmatic
24 DIN
2012
3 SV-981O-000
EVES
Misc ellan eo us
SOLENOID VA LVE,TA NK-RECEIVER-AIR TO HYDRO P
MECHANICAL I VALVE
SOLEN OID
DIN
1996
No C onditior
SV -9830-A 00
EV PS
Miscellane ous
SO LENO ID VA LVE, SURGE TAN K A IR INLET
ME CH ANICAL
VALVE
S OLENOI D
DI N
U nknow n
No C onditi on
SV-9830-&00
EVES
Miscellaneous
SOLENOID VALV E, SURGE TANK AIR VENT
MECHANICAL
VALVE
SOLENOID
DIN
Unkn own
No Conditior
SV-9829-AOO
EVPS
Miscellan eou s
SOLENO ID VALV E, SURGE TANK AIR INLET
MECHANICAL
VAL VE
SOLENOID
DIN
1995
No Conditior
SV-9829-B00
EVES
Misce llane ous
SOLENOID VALVE, SURGE TANK AIR VENT
IMECHANICAL I VALVE
SOLEN OID
DIN
1995
No Conditior
BLD-9750-000
BVPS
MISCELLANEC
BUILDING-BUEN A VISTA PUMP STA
STRUCTURAL
BUILDING
70 LFT
1996
3 N/A
BVPS
MISCELLANEC
STRUCTURE- FO RCE MAIN VAULT B
STRUCTURAL
PR OCESS STRUCTU
VAULT
SO
WET
2006
3 STR-9790-000
EVES
MISCELLANEC
STRUCTURE- FORCE MAIN VAULT A
STRUCTURAL
PR OCESS STRUCFU
VAULT
10 WET
2012
3 Appendix F9
Hazen
N
Cl�
n
cn
Z 1. 11, 40 0601. abed
F Y2023 R -CAMP Report
Table F-4: AHLS Asset Register
Asset ID
Lovell
(Site)
L ev el (Area)
Ass et D escriptio n
Skill (Discipline)
Asset Class
A sset Type
ill
Manuta• cturer
ill
Model No .
Seri al' No.
Si ze?
U nit f
I nst all
year
SG -1001
AHLS
Lift St ation
Slide G ate
CI VIL
Gat e
Slide
2018
A LS
Al LS
FACILITIES
AGUAHEDIDND ALFFT STATION
MECHANICAL
2018
EXF-4060
AHLS
G ener ator & [
Foul Air Exhaust Bl owers
MECHANICAL
BLOWER
2018
EXF-4065
.AH LS
Generator &
Foul Air Exhaust Blow ers
MECHANICAL
SL OWER
2018
PMP-2231
A HLS
Bio filter
Motor, Humidifier
ELECTRICAL
M OT OR
2018
PMP-2241
AH LS
Bio Filter
3icfilter Pump - South one
MECHANICAL
PUMP
2018
MME -2230
AHLS
Generator & El
Humidifier Assembly
MECHANICAL
HUMIDIFIER
2018
PMP-2240
AH LS
Bio Filter
6iofilter Pump- North one
MECHANICAL
PUMP
2018
GRV-0905
AHLS
Grinder
Ginder Facility Gravity Ve ntilat or - North West
HVAC
VENTILATOR
GRAVITY
2018
SPF-4070
AH LS
Grinder
Grinder Facility Supply Fan - North
HVAC
FAN ASSEM3'LY
SUPPLY
201'8
GDR -0910
AHLS
Grinder
Grinder P ackage (includes M otor) - N orth East on e
MECHANICAL
GRINDER
2018
GDR -0920
AHLS
Grinder
Grinder Package (i nclu d es M otor)- South East one
MECHANICAL
GRINDER
2018
LIT/LE-0901
AHLS
Grinder
" Le vel Indicating Transmitter, Grinder" - 42S - Near
INSTRUMENTATION
TRANS MITTER
LEVEL
2018
LSHH-0901
AH LS
Grin de r
"Level Switch,Grinder" - N ear N orth West Wall
INSTRUMENTATION
SWITCH
LEVEL
2018
LCP-09O4
AHLS
Grinder
Con trol Pane l -OUTSIDE - East wall) - First on e fr om
ELECTRICAL
C ONTR OL PA NEL
I
2018
LCP-O91O
AHLS
Grinder
Control Pane l - INSIDE - E astwa[[I - Near GDR -0910 J
ELECTRICAL
CONTROL PANEL
2018
LCP-0920
AHLS
Grinder
Con trol Pane l - IN SIDE - West wall - Near GDR -092d
ELECTRICAL
CONTROL PANEL
2018
MPC-1110
AHLS
Grin de r I
Mini Power Certer -O UTSIDE- East Wall
ELECTRICAL
L NIT SUBSTATION
SLG-0912
AHLS
G rin de r
Slide/Sluice Gate -Associated with GDR -0910 - We
CIVIL
Gate
SLIDE
2018
SLG-0914
AHLS
Grinder
Slide /Sluice Gate -Associated with GDR -0910 - East
CIVIL
Gat e
SLIDE
2018
SLG-0916
AHLS
Grinder
Slide /Sluice Gate -Asso ciated with GDR -0920 - Weo
CIVIL
Gat e
SLI DE
2018
SLG-0918
A HLS
Grinder I
Sfide/Sluice Gate -Asso ciated with GDR -0920 - East
CIVIL
Gate
SLIDE
2018
STL-0911
AHLS ,Grinder
(Sto p
Lo g -Asso cia ted with GDR -0910 - West North
MECHANICAL
GATE
L
2018
STL-0913
AHLS
Grinde r
Stop Log -Asso ciated with GDR -0910- East North
MECHANICAL
GATE
2018
SL -0915
AHLS
Grinder
Stop Log -Associated with GDR -0920 - West South
MECHANICAL
GATE
2018
STL-0917
AHLS
Grinder I
Stop Log -Associa te d with GDR -0920 - East Sou th
MECHANICAL
G ATE
2018
CRN -312 0
AH LS
Lit Sta tion
Crane - Eas t Wall
MECHANICAL
CRA NE
2018
CKV-2221
AHLS
Lift Station I
PM P-2221 - 4" - Swing Check Valv e - SUMP Pump 2
MECHANICAL
VALVE
CHECK
4 Diamete.
2018
CKV-2222
AHLS
Lift Station
PMP-222 2-4"- Swing Check Valv e - SUMP Pump 2
MECHANICAL
VALVE
CHECK
4 Diameter
2018
PV -1015
AHLS
Lift Station
"16'' Plug Valve"
MECHANICAL
VALVE
PLUG
16 Dia mete
2018
PV -1016
AHLS
Lift Station
"16"" Plug V alve"
MECHANICAL
VALVE
PLUG
16 Diameter
2018
PV -1025
A HLS
Lift Sta tion
"Y6"" Plug Valve"
MECHAN ICAL
VALVE
PLUG
16 Diamet er]
2018
PV -1026
AHLS
Lift Station
"IS"' Plug Valve "
M ECHANICAL
VALVE
PLUG
16 Diameter
2018
PV -1035
AHLS
Lift Station I
"16'' Plug Valve'
MECHANICAL
VALVE
PLUG
16 Diam ete
2018
PV -1036
AHLS
Lift St on
"15"" Plug Valve"
MECHANICAL
VALVE
PLUG
_
_
16 Diam eter
_ 2018
PV -1045
AHLS
Lift Sta tion
"16"" Plug Valve"
MECHANICAL
VALVE
PLUG
16 Diamet er]
2018
PV -1046
AHLS
Lift Station
"16"" Plu g Valve"
MECHANICAL
V ALVE
PLUG
16 Diameter]
2018
PV -1055
AHLS
Lift Station I
"16"" Plug Valve"
MECHANICAL
V ALV E
PLUG
16 Diam eter
2018
PV -1056
AHLS
Lift Station
"16"" Plug Valve"
MECHANICAL
V ALVE
PLUG
_
15 Diam eter
2018
PV -1065
AHLS
Lift Station
"16"" Plug Valve"
M ECHANICAL
VALVE
PLUG
16 Diarn ete.
2018
PV -1066
Al-ILS
Lift Sta tion
"16"" Plu g Valve"
MECHANICAL
VALV E
PLUG
16 Diameter]
2018
PV -1075
AHLS
Lift Station I"16"" Plug Valve'
MECHANICAL
VALV E
PLUG
5 Diam ete
2018
Appe ndix F 1 0
Hazen
N
Z Il. li,4o I60 I, abed
F Y2023 R -CAMP Report
Asset ID
L ev ell
{Site]
level 2 (Ar ea]
Asset Descripti on
Skill (Discipli ne)
Asset Class
Asset Typ e
Ma nufacturer
Model No .
Serial No .
5ize1
Unit !
Instal
Year
PV -1076
AHLS
Lift Station
"16 "°Plug Valve °'
MECHANICAL
VALVE
PLUG
16 Di am et e
2018
PV -1085
'.AHLS
Lift Station
"16'' Plug Value"
MECHANICAL
VALVE
PLUG
16 Diam ete
2018
PV -1086
AHLS
Uft Stati on
"16'' Plug Valve.'
MECHANICAL
VAL VE
PLUG
16 Diameter
2018
PV -1090
AHLS
Lift Stati on
"18 "" Plug Valve " - Next to FM ASSEMBLY 4
MECHANIC AL
VALVE
PLUG
18 Diamete
2018
BV -2023
AHLS
Lift Stati on
"24"°' Butterfly Valve"
MECHA NICAL
VAL VE
BUTTERFLY
24 0➢ametet
2018
BV -2024
AHLS
Lift Station
"24'' Butterfly Valve"
MECHANICAL
VALVE
BUTTERFLY
24 Diam ete
2018
SPF-4040
AHLS
Lift Station
Motor/P ump R oom Roof Supply Fan - North West
HVAC !
F AN ASSEMBLY
SUPPLY
2018
SPF-4080
AHLS
Lift Stati on
W et Well R oof Supply Fan - BTW FM and LIFT Pump
HVAC
FAN ASSEMBLY
SUPPLY
2018
SPF-4085
AH LS
Lift Station.
W et Well R oof Supply Fart - BTW FM and LIFT Pump
H VAC
F AN A SSEMBLY
SUPPLY
2018
EXF-4045
AHLS
Lift Station
Motor/Pump R oom Roof Supply Fan - South W est
HVAC
FAN ASSEMBLY
EXHAUST
2018
FE -FIT -2010
AHLS
Lift Station
'24°'" Flow M eter"
INSTRUMENTATION
FL OW METER
Krohne
A15036503
IFC 100
24 Qiametet
2018
FE -FIT -2014
AHLS
Lift Station
Flow Indicat or+ Transm➢tter - North Motor Room -
INSTRIL!MENTATiION
TRANSMITTER
2018
FE -FIT -2016
AHLS
Lift Statio n
Flow Indic ator + Transmittt er- North Motor Room -
INSTRUMENTATION
TRANSMITTER
2018
FE -FIT -2018
AHLS
Lift Station
Flow Indicat or - Transmitter - North Motor Room -
INSTRUMENTATION
TRANSMITTER
2018
FE/FIT-2020
AHLS
Lift Station
Flow Indicator+Transmitter - North Motor Room -
INSTRUMENTATIO N
TRANSMITTER
2018
LCP-2210
,AHLS
Lift Station
Lighting Control Panel - East Cent er
ELECTRICAL
LIGHTING CONTROL PANEL
LCP-2220
AHLS
Lift Station
Lightin g Control Panel- North E ast
ELECTRICAL
LIGHTING CONTROL PANEL
2018
N/A
AHLS
Uft Station
Interior Lighting
ELECTRICAL
LIGHTING
LE/LIT-1002
AHLS
Lift Station
Le vel Indicator+ Transmitter- Tr ansmitter in N orth
INSTRUMENTATI ON I
TR ANSMITTER
2018
LE/LIT-1005
'AHLS
Lift Station
Leve l Indicator+Transmitter - Wet Well area - Thir
INSTRUMENTATION
TRANSMITTER
2018
LE/LIT-1006
,AHLS
Lift Station
Level Transmitter - We t Well area - First on e from
INSTRUMENTATION
TRANSMITTER
2018
LE/LIT-2021
AHLS
Uft Station
Level Transmitter - Wet Well area - Fifth one from
INSTRUMENTATION
TR ANSMITTER
LE/LIT-2022
AHLS
Lift Station
Level Transmitte r - Wet Well area - Fifth one from
INSTRUME NTATION
TRANSMITTER
LIT -2014
AHLS
Uft Station
"VED, Level Indicator +Transmitter" - Asscoiated w
INSTRUMENTATION
TR ANSMITTER
2018
UT -2016
AHLS
Lift Station
"VEO, Level In dica tor+ Tran smitter -Asscoiated w
INSTRUME NTATI ON
TR ANSMITTER
2018
LIT -2018
AHLS
Lift Station
"VEU, Level Indica to r +Transmitter" - Asscoiated w
INSTRUMENTATION
TR ANSMITTER
2018
UT -2020
AHLS
Lift Sta tion
"VED, Level In dica to r +Transmitter" - Assco iated w
INSTRUME NTATION
TRANSMI TTER
2018
LSHH-2210
AHLS
Lift Station
"Leve l Switch"- East Side of Well Area
INSTRUMENTATION
SWITCH
LEVEL
ISHH-1095
AHLS
Lift Station
"Lev el' Switch, Wet Well'
INSTRUMENTATI ON
SWITCH
LEVEL
2018
PMP-1010
A HLS
Lift Station
FORCE MAIN PUMP
MECHANICAL
PUMP
PENT AIR
10281529,
85711
2018
PMP-1020
AHLS
kilt Station
FO RCE MA IN PUMP
MECHANICAL
PUMP
PENT AIR
10281530
B5711
2018
PMP-1030
AHLS
Lift Station
FORCE MA IN PUMP
MECHANICAL
PUMP
PENTAIR
10281531
B5711
2018
PMP-1040
AHLS
Lift Station
FORCE MAIN PUMP
MECHANICAL
PUMP
PENTAIR
10281532
B5711
2018
PMP-1050
A HLS
Uft Statio n
Lift Pump
MECHANICAL
PUMP
PENTAIR
10281737'
2414
2018
PMP-1060
AH LS
U ft Statio n
Lift Pu mp
MECHAN ICAL
PUMP
PENT AIR
10281 738
2414
2018
PMP-1070
AHLS
Lift Station
Lift Pu mp
MECHANICAL
PUMP
PENTAIR
10281739
2414
2018
PMP-1080
AHLS
Lift Station
Uft Pump
MECHANICAL
PUMP
PENTAIR
10281740
2414
2018
MME -3110
AHLS
Lift Statio n
Mo no rail Hoist&Trolley - East Wall - North Motor
MECHANICA L
CRANE
2018
PMP-2221
AH LS
Lift Station
Su mp Pump -The o ne on the No rth
MECHAN ICA L
PUMP
SUBMERSIBLE
2018
PMP-2222
AHLS
Uft Station
Sump Purnp- The one on the South
MECHANICAL
PUMP
SUBMERSIBLE
2018
PIT -1090
AHLS
Uft Station
Pressu re Gauge + Transmitter
INSTRUMENTATION
TRANSMITTER
ROSEMOUNT
3051CG4A22A1ASB4 M5Q4
2018
PBD-3011
AHLS
Lift Statio n
Se al Wate r Co ntro l Unit CKT 29- South Wa ll - Soutf
ELECTRICAL
CONTROL UNIT
2018
Appe ndix F 11
Hazen
N
Z Il. 1, 14o Z60 I, abed
F Y2023 R -CAMP Report
As set ID
(Site]
L evel 2 (Area]
Asset Description
Skill (Disci plt nel I
A ss et Cl ass
A sset Type
Ma nufact urer
Mod el NO . .
Serial No.
Size1
Unit 1
VED-2014
AHLS
Lift Station
Va cu um Edu ctors - First on e from North
MECHANICAL
VACCUM EDUCT OR
2018
VED-2016
AHLS
Lift Stati on
Vacuum Eductors - Second on e from North
MECHANICAL
VACCUM EDUCTOR
2018
VED-2018
AHLS
Lift Station
Vacuum Educt ors - Third one from North
MECHANICAL
VACCUM EDUCTOR
2018
VED-2020
AHLS
Lift Station
Vacuum Eductors - Fourth one fr om North
MECHANICAL
VACCUM EDUCTOR
2018
ACU-2390
AHLS
Generator & :
Packaged Air C onditi oning Roof Top U nit - South Ea
HVAC
AIR HANDLING UNIT
2018
DS -2390
AHLS
Generator & :
Packaged Air C onditi oning Ro of Top Unit - South Ea
HVAC
AIR HANDLING UNIT
2018
GEN-3020
AHLS
Gen erator &
Engin e Gener ator
ELECTRICAL
GENER AT OR
2018
GRV-3011
AHLS
Generator &:
Roof Gravity Ventilator - S outh one
HVAC
VENTILATOR
GRAVITY
2018
GRV-3012
AHLS
Generator & :
R oof Gravity Ventilator - N orth one
HVAC
VENTILATOR
GRAVITY
2018
SPF-40 50
AHLS
Generator &
Engine Generator Room Supply Fan
H VAC
FAN ASSEMBLY
SUPPLY
2018
UT -3020
A HLS
G en era to r & E
Le vel Indicating Tr ansmitt er - Associated with Fu el
INSTRUMENTATI ON I
TR ANSMITTER
LEVEL
2018
MCC -3002
AHLS
Generator & EMotor
Control Center- West Wall
ELECTRICAL
MCC
2018
AHF-3003
AHLS
Gen era tor & E
Control Pan el - West wail - Btw MCC a nd MCP -100(
ELECTRICAL
CONTROL PANEL
2018
MCP -1000
Al -R S
Generato r & E
Con trol Panel - West wall
ELECTRICAL
CONTROL PANEL
2018
LCP-1100
AH LS
Gene rator &
Co ntrol Panel - East W all
ELE CTRICAL
C ONTROL P ANEL
2018
PNL-1200
AH LS
Generato r & E
Con trol Panel
ELECTRICAL
C ONTR OL P ANEL
2018
PNL-1300
AHLS
G en era tor & I
Con trol Pane l
ELECTRICAL
CONTR OL PANEL
2018
TRF-3010
AHLS
Generator & ETransfo rm=_r
ELECTRICAL
TRANSF OR MER
2018
V FD-1010
AHLS
Ge nerator & [Varia ble
Fre que nc y Drive - First one from West
ELECTRICAL
VFD
2018
V FD-1O20
A HLS
Generato r & EV aria b
le Freque ncy Driv e - Seventh one from East
ELECTRIC AL
VFD
2018
V FD-1030
AH LS
Gen erato r& E
V ariable Freque ncy Drive- Sixth one from E ast
ELECTRICAL
VFD
2018
VFD-1040
AHLS
Generator & E
Variable Frequency Drive - Fifth one from East
ELECTRICAL
VFD
2018
VFD-1050
AHLS
Generator & E
Variable Frequency Drive - Fo urth one from East
ELECTRICAL
VFD
2018
VFD-1060
AHLS
Gen era to r & E
Variable Frequency Driv e - Third one from East
ELECTRICAL
VFD
2018
VFD-1070
A HLS
Ge nerator & E
V ariable Freque ncy Drive - Sec ond one from East
ELE CTRICAL
VFD
2018
VFD-1080
AHLS
Gen erator& E
Varia ble Frequency Drive - First one fro m East
ELECTRICAL
VFD
2018
BF -2240
AHLS
Bio Fitter
BIOFILTER
MECHANICAL
BI OFILTER
2019
N/A
AHLS
Lift Station
LIFT STATION STRUCTURE
STRUCTURAL
BUILDIN G
N/A
AHLS
G ene ra tor &
GENERATO R & ELECTRICAL BUILDING STRUCTURE
STRUCTURAL
BUILDING
N/A
AHLS
Grinde r
GRINDER BUILDING STRUCTURE
STRUCTURAL
BUILDING
N/A
AFILS
Bio Fitter
BIOFILTER STRUCTURE
STRU CTURAL
BUIL DING
N/A
AHLS
GENERAL
O DOR CCNT DL 5:. F. Uo6ER: SYSTEM
MECHANICAL
OD OR CONTROL SY
SCRUBBER
N/A
AHLS
G rinder
Pipe s an d fittings fo r Grinder HVAC
PIPING
PIPING
N/A
AHLS
Lift Station
Pipes a nd fittings for mo tor room
PIPING
PIPING
N/A
AHLS
Lift Station
Pipes and fitti rigs for FM Pump A ssembly
PIPIN G
PIPING
N/A
AHLS
(Lift Station
Pipes a nd fittings for Lift Pump Asse mbly
PIPING
PIPING
N/A
AHLS
Lift Station
Pipes an d fittin gs for Vacuu m Ec uador
PIPIN G
PIPIN G
AIT-10O8
A HLS
Lift Statio n
A nalyzer Indicator Tran smitter - Wet Well area
INSTRUMENTATIO N
T RA NSMITTER
A IT-1009
AILS
Lift Station
Analyzer Indica to r Transmitter - We t Well area
INSTRUMENTATIO N
TRANSMITTER
N/A
AHLS
Lift Station
interior Lighting
ELECTRICAL
LIGHTING
SMP-0905
AILS
Grinder
Switchboard - Next to the e ntran ce door
ELECTRICAL
SWITCHBO ARD
N/A
AI LS
Grinder interio r Lightin g
ELECTRICA L
LIGHTING
Appe ndix F12
Hazen
C)
01 Z I. 14 40 C60 1. abed
F Y2023 R -CAMP Report
As set ID
Le vell
(Sit e)
Level 2 (Are a]
Ass et D escription
Skill ]Di scipline]
A sset Class
Ass et Type
Manuf actur er
Model No.
Seri al No.
Si zel
Unit 1
I nst al
Year
N/A
AHLS
Gener ator & a
Fuel T ank
MECHANICAL
TANK
DSC-3021 AHLS
Generat or &
S ecurity System
ELECTRICAL
CONTROL PA NEL
N/A AHLS Gener ator& E
Interior Lighti ng
ELECTRICAL
LI GHTING
N/A
AHLS
Generator &
I rrerior Lighting
ELECTRIC AL
LIGHTING
AHLS
Lift Station
Roof d rain
CIVIL
DRAIN
AHLS
Other
Electrical met er room cabinet
ELECTRICAL
!PLC
Eaton
Appe ndix F13
Hazen
N
Cl�
n
Z 1. 11, 40 17601. abed
F Y2023 R -CAMP Report
Table F-5: CWRF Asset Register
A sset ID
Level?
(Site)
Le vel 2 (Ar ea]
Asset Descripti on
Skill (Dis ciplin e)
As set Ckass .
Asset Type
Man ufacturer
Model No ,
Seral ti o.
Si zes
Unit I
Install
Year
Co ndition,
Assigned
CE/CIT-1D03
CWRF
CCT
EFFLUENT C ONDUCTIVITY METER, CCT
INSTRUMENTATION
ANALYZER
ROSEMOUNT
103-218090
54EC-01
2005
3 AE/AIT-1004-NO'.
CWRF
CO-
CCT EFFLUENT CHLORINE ANALYZER, SOUTH
INSTRUMENTATION
ANALYZER
2005
3 BFV-0921-4
CWRF
UF SYSTEM
UF BOOSTER FEED PUMPS INLET ISOLATI ON VAL VE
MECHANICAL
VALVE
BUTTERFLY
12 din
2016
3 BFV-0921-9
CWRF
OF SYSTEM
UF BO OSTER FEED PUMPS INLET ISOLATION VALVE
MECHANICAL
VALVE
BUTTERFLY
_2
din
2015
3 CP-0970-2
CWRF
CCT
AIR COMPRESSOR PACKAGE 2
MECHANICAL
COMPRESS OR
AIR
2005
3 CP-1101-1
CWRF
CCT
CONTROL PANEL / CCT HYPOCHLORITE PUMP
ELECTRIC AL
CONTROL PANEL
2005
3 FE/FIT-1002
,CWRF
CCT
FLOW METER, CHL ORINE CONT ACT TANK EFFL
INSTRUMENTATION
FL OW METER
M AGNETR OL
007462-01-0013345
1 0-4 MGD)
2005
3 SFV-O921-14
CWRF
OF SYSTEM
OF BOOSTER FEED PUMPS INLET ISOLATION VALVE
MECHANICAL
VALVE
BUTTERFLY
12 din
2016
3 B'FV-0921-6
CWRF
OF SYSTEM IUF
BOOSTER FEED PUMPS DISCHAR GE ISOLATI ON A
MECHANICAL
VALVE
BUTTERFLY
10 din
2016
3 M-1002-000
CWRF
CC T
(MO TOR, (FOR COT SAMPLE PMP)
ELECTRICAL
M OT OR
92170
C42C:34FK36'
2006
3 M-1006-000
CWRF
CCT
MO TOR, FO R CO SAMPLE PMP
ELECTRICAL
M OT OR
92170
C42C34FK3B
2006
3 PSH-1101-1
CWRF
CCT
PRESSURE SWITCH HIGH / CCT SODIUM HYPO
INSTRUMENTATION
SWITCH
Pressure
ASHCR OFT
2005
3 PSH-1101-2
CWRF
CCT
PRESSURE SWITCH HIGH /CCT SODIUM HYP O
INSTRUMENTATION
SWITCH
Pressure
ASHCROFT
2005
3 PSH-1103-1
CWRF
CCT
PRESSURE SWITCH HIGH/ SODIUM HYPO IP UM
INSTRUMENTATION
SWITCH
Pr essur e
ASHCROFT
2005
3 PSH-1103-2
CWRF
CC T
PRESSURE SWITCH HIGH / SODIUM HYP O PUM
INSTRUMENT ATIO N
SWITCH
Pr essur e
ASHCROFT
2005
3 BFV-0921-11
CWRF
UP SYSTEM
OF BOO STER FEED PUMPS DISCHARGE ISOLATI ON A
MECHANICAL
VALVE
BUTTERFLY
10 din
2016
3 BFV-0921-16
CWRF
OF SYSTEM
OF BOOSTER FEED PUMPS DISCHARGE ISOLATI ON A
MECHANICAL
VALVE
BUTTERFLY
10 di n
2016
3 P-1002-000
!CWRF
CCT
SAMPLE PUMP, CCT SAMPLE PUMP, EFFLUENT
MECHANICAL
PUMP
SAMPLE
5.44E+10
KC4PCVN2305
2005
3 P-1004
CWRF
CO
CC T EFFLUENT CHLORINE ANALYZER SAMPLE
INSTRUMENTATION
ANALYZER
1984
3 P-1006
CWRF
CC T
CCT IN FLUENT CHLORINE A NALYZER SAMPLE
INSTRUMENTATION
ANALYZER
1984
3 P-1006-000
CWRF
CC T
SAMPLE PUMP, co- SAMPLE PUMP, EAST
MECHANICAL
PUMP
SAMPLE
56617106
KC4PCVN2305
2006
3 PSH-0921-1
CWRF
OF SYSTEM
LIF BOOSTER PUMP DISCHARGE HIGH PRESSURE T./INSTRUMENTATION SWITCH
Pressure
100
psi
2016
2 CV -0921-5
CWRF
OF SYSTEM
OF BOO STER FEED PUMPS DISCHARGE CHECK VALV
MECHANICAL
VALVE
CHECK
10 din
2016
2 DR -0970-2
CWRF
GMF SYSTEM
AIR DRYER AIR COMP 2
MECHANICAL
DRYER
2005
3 F-0975-1
CWRF
OF SYSTEM
0.01 MICRON COALESC ING FILTER
MEC HANICAL
FILTER
2016
3,
CV -0921-10
CWRF
OF SYSTEM
OF BOOSTER FEED PUMPS DISCHARGE CHECK VALV
M ECHANICAL
VAL VE
CHECK
10 din
2016
2 CV -0921-15
CWRF
UF SYSTEM
OF BOO STER FEED PUMPS DISCHARGE CHECK VALE
MECHANICAL
VAL VE
CHECK
10 din
2016
2 CV -0952-7
(CWRF
OF SYSTEM
OF CIP PUMPS DISCHARGE CHECK VALVE
MECHANICAL
VALVE
CHECK
10 din
2016
2 CV -0952-2
CWRF
UF SYSTEM
OF CIP PUMPS DISCHARGE CHECK VALVE
MECHANICAL
VALVE
CHECK
10 din
2016
2 BFV-0952-1
CWRF
OF SYSTEM
OF CIP PUMPS INLET ISOLATIO N VALVE
MECHANICAL
V ALVE
BUTTERFLY
10 din
2016
3 BFV- 0952-6
CWRF
UF SYSTEM
OF CIP PUMPS INLET ISOLA TION VALVE
MECHANICAL
VALVE
.BUTTERFLY
10 din
2016
3 BFV-0952-3
CWRF
OF SYSTEM
OF CIP PUMPS DISCHARGE ISOLATION VALVE
MECHANICAL
VALVE
BUTTERFLY
10 din
2016
3 FE/FIT-0803-001
CWRF
GMF SYSTEM
FLOW METER, GMF FEED, 24"
INSTRUMENTATIO N
FLO W MET ER
SP ARLING
M078883404
FM656-185-1160/ AC615-18-1
2016
3 FE/FIT-8912-004
CWRF
GM F SYSTEM
FLOW METER, PALM ER BOWLUS FLUME ,CWRF
INSTRUMENTATION
FLOW METER
M AGNETROL
007852-01-001
345
2016
3'
LSL-0803-1
CWRF
GMF SYSTEM
LEVEL SWITCH LOW/ GMF #1
INSTRUMENTATION
SWITCH
LEVEL
2009
3 LSL-0803-2
(CWRF
GM F SYSTEM
_EVE_ SWITCH LOW/GM F#2
INSTRUMENTATION
SWITCH
LEVEL
2009
3 PR -1181-1
CWRF
GMF SYSTEM
PD_YMER BLENDING Malt
MECHANICAL
MIXER
2003
3 PB-1181-2
CWRF
GMF SYSTEM
POLYMER BLENDING UNIT 14 2
MECHANICAL I
MIXER
2003
3'
PSH-1182-1
'CWRF
GMF SYSTEM, PRESSURE SWITCH HIGH/POLY ALUM PUMP
INSTRUMENTATION
SWITCH
Pre ssure
ASHCR OFT
2009
3 PSH-1182-2
CWRF
GMF SYSTEM PRESSURE SWITCH HIGH/POLYALUM PUMP
INSTRUMENTATION
SWITCH
Pressure
ASHCROFT
2009
3 BFV-0952-8
CWRF
OF SYSTEM I OF CIP PUMPS DISCHARG E ISOLA TIO N VA LV E
MECHA NICA L
VALVE
BUTTERFLY
10 din
2016
3 MP -1181-1
CWRF
GMF SYSTEM ]POLYMER FEED PUMP # 1 (LMI)
MECHANICAL
PUMP
CHEMICA L
MILTO N ROY
20021010134
6911-85HP
85 HP
2003
3 Appe ndix F14
Hazen
N
n
01 Z Il. 1, 140 560I. abed
F Y2023 R -CAMP Report
A sset ID
L erel7
(Site)
L evel 2 ( Area]
Ass et Description
Skill (Discipli ne)
Ass et Class
Asset Type
Man ufacturer
Model N o,
Seri al No .
Sizel
Unit A
In�i411
Year
C unditioni
Assigned
MP -1181-2
CWRF
GMF SYSTEM
POLYMERFEED PUMP #2{IAA()
MECHANICAL
PUMP
CHEMICAL
MILT ON R OY
2000910112
B911-SSHP
85 HP
2003
3 MP -1182-1
CWRF
GMF SYSTEM
ALUM FEED PUMP#1
MECHANICAL
PUMP
VERTIC AL TUF
PULSAFEEDER
F400385-5
L2F7EMSAP-XXXS
75 HP
2003
3 MP -1182-2
CWRF
GMF SYSTEM
ALUM FEE D PUMP #2
MECH ANICAL
PUMP
VERTICALTUF
PULSAFEE DER
F400385-6
L2F7EMS AP-XXXI,
75 HP
2003
3 CP-09""11-1
CWRF MF SYSTEM COMPRESSOR, MEMBR ANE FILTR ATI ON SYSTEM
MECH ANICAL
COMPRESSOR
KAESER
1001
"AIRTOVWER . 6,136'
2004
3 CP-0911-2
CWRF
MF SYSTEM COMPRESS OR, MEMBRANE FILTRATION SYSTEM
MECHANICAL
COMPRESSOR
KAESER
1002
"AIRTDW ER. 6, 506"
2004
3 CP-0922
CWRF
MF SYSTE M CONTROL P ANEL/THICKENER FEED PUMPS
ELECTRIC AL
CONTROL PANEL
3 CP-0970-1
CWRF
MF SYSTEM
AIR COMP PACKAGE 1
MECHANICAL
COMPRESSOR
AIR
5 HP
2005
3 DU -0906-1
CWRF
MF SYSTEM
DRI VE UNIT MF AUTO STR AINER
MECH ANICAL
STRAINER
AUTOM ATIC
FLUID E NGINEERIN G
917MDSUiD
2003
3 DU -0906-2
CWRF
MF SYST EM
DRIVE UNIT MF AUTO STRAINER
MECH ANICAL
STRAINER
FL UID E NGINEERIN G
917MDSUD
2003
3 FE/FIT-0912-1
CWRF
MF SYSTEM
FLOW METER/ MF FILTRATE PU MP # 1
INSTRUMENTATION
FLOW METER
ENDRESS & HAL
54141291000
PRO MAG 50
3 FE/FIT-0912-2
CWRF
MF SYSTEM
FLOW METER/ MF FILTRATE PUMP #2
INSTRUMENTATION
FL OW METER
ENDRESS & HAL
54141391000
PR OMAG 50
3 FE/FIT-1219
CWRF
MF SYSTEM
FLO W METER, GMF BACK WASH /RAT PIT
INSTRUMENTATION
FLOW METER
ROSEMOUNT
870093440
8705PS.A40C:1G1NOWOQ4
3 LSH -0919
CWRF
MF SYSTEM
LEV EL SWITCH HIGH / MF BREAK TANK
INSTRUMENTATION
SWITCH
LE VEL
ISE OF TEXAS INC
MLS-3EX
3 LSH-0922
CWRF
MF SYSTEM
(LEVEL SWITCH HIGH /THICKENER FEED PUMP
INSTRUMENTATION
SWITCH
LEVEL
3 LSL-0919
CWRF
MF SYSTEM
LEVEL SWITCH LOW/MF BREAK TANK
INSTRUMENTATION
SWITCH
LEVEL
ISE OF TEXAS INC
MLS-3EX
3 UT -0912-1
'CWRF
MF SYSTEM
LEVEL INDICATING TRANSMITTER/ CM FS TAN
INSTRUMENTATION
TRANSMITTER
Level
ROSEMOUNT
7789999/0703
1151LTASGX22D
3 UT -0912-2
CWRF
MF SYSTEM
LEVEL INDICATING TRANSMITTER/ CMFS T AN
INSTRUMENTATION I
TR ANSMITTER
Level
R OSEMOUNT
7789999/0703
1151LTAS GX22D
3 LIT -0919
CWRF
MF SYSTEM
LEVEL INDICATING TRANS/ MF BREAK TANK
INSTRUMENTATION
TR ANSMITTER
Level
ISE OF TEXAS INC
LT1 TRANSMITTER
3 M-0906-1
CWRF
MF SYSTEM
MF AUTO STRAINER #1
MECHANICAL
STRAINER
AUTOMATIC
FLUID ENGINEEI
3516
721
2003
3 M-0910-1
CWRF MF SYSTEM
SLOWER, M EM BRANE FILTRATION SYSTEM
MECHANICAL ,BLOWER
KAESER
1001
I DB235C
2004
3 M-0910-2
CWRF
MF SYSTEM
BLO WER, MEMBRANE FILTRATION SYSTEM
MECHANICAL
BLOWER
KAESER
1002
06235C
2004
3 M-0911-1
CWRF
MF SYSTEM
AIR DRYER, MEMBRANE FILTRATION SYSTEM
MECHANICAL
DRYER
KAESER
1149
TU11
2004
3 M-0911-2
CWRF
MF SYSTEM
AIR DRYER, MEMBRANE FILTRATIO N SYSTEM
MECHANICAL
DRYER
KAESER
1148
TU11
_
2004_
3 M-0925
CWRF
MF SYSTEM
RIF CLEAN IN PLACE HEATER
MECHANICAL
HEATER
CHRO MALOX
JOB # AD80206
3 M-0933
CWRF
MF SYSTEM
CITRIC ACID M IX ER
MECHANICAL
MIXER
3 PDSH-0906-1
CWRF
MF SYSTEM
PRESSURE DIFFERENTIA L SWITCH HIGH
INSTRUMENTATION
SWITCH
Pressure
U NITED ELECTR
1438854
J21K-150
3 POSH -0906-2
CWRF
MF SYSTEM
PRESSURE DIFFEREN TIAL SWITCH HIG H
INSTRUMENTATION
SWITCH
Pressure
U NITED ELECTR
1438854
J21K-150
3 MP -0940
CWRF
MF SYSTEM
MEMCLEAN FEED PUMP (CIP SYS)
MECHANICAL
PUMP
MILT ON ROY
30752417
CEGM400P50 Q1
2003
3 MP -094 1
C WRF
MF SYSTEM
SO DIUM H YDRO XIDE FEED PU MP (OP SYS)
MEC HA NICAL
PUMP
MILTO N ROY
30752 417
CEGMI20P4 0Q1
2003
3 P-0912-1
'CWRF
MF SYSTEM
MF EXTRACTION PUMP #1
MECHANICAL
PUMP
FLOWSERVE
502429-01
CHEMSTAR2K6XW
25 HP
2003
3 P-0912-2
CWRF
MF SYSTEM
MF EXT RA CTION PUMP II 2
MECHANICAL
PUMP
FL OWSER VE
502429-02
CHEMSTAR 2K6X»
25 HP
2003
3 T-0919
CWRF
MF SYSTEM
MF BREAK TANK
MECHANICAL
TANK
BELCO
19053
2002
3 FIT -0952
CWRF
UF SYSTEM
UF CIP FLO W METER
INSTRUMENTATION
FLOW METER
10 din
2016
2 T-0941
CWRF
MF SYSTEM
CAUSTIC TANK (MF CIP SY S}
MECHA NICAL
TANK
Chemical
POLY PR OCESSI NG
2003
3 PDIT-0906-1
CWRF
MF SYSTEM
PRESSURE DIFFERENTIAL TRA NSMI I I ER / AUTO ST1
INSTRUMENTATIO N
TRA NSMITTER
Pressur e
ROSEMOU NT
1438854
3 PDIT-0906-2
CWRF
MF SYSTEM
PRESSURE DIFFERENTIA L TRANSMITTER / AU
INSTRUMENTATION
TRA NSMITTER
Pressure
ROSEMOUNT
1438855
3 PDIT-0912-1
CWRF
MF SYSTEM '
PRESS DIFF TRANSMITTER / CMFS MF1
INSTRUMENTATION
TRA NSMITTER
Pr essure
R OSEMOU NT
2892520fs1A1S72A1
SM ART
3 PDIT -0912-2
'CWRF
MF SYSTEM PRESS DIFF TRANSMITTER /CMFS MF2
INSTRUMENTATION
TRA NSMITTER
Pressure
RDSEMOUNT
28925
2088A1S22 A1 SMART
3 I BED -2000 -00
CWRF
Miscellaneou CWRF- CON TROL RO OM BUILDING
STRUC TURAL
BUILDIN G
3 PNL-91(0-1
CWRF
Miscellaneo u CWRF FIRE MONITORING SYSTEM
ELECTRICAL
SAFETY
LOW VOLTAGE
A21-3020
DMP-XRS
3 CWRF
CWRF
Misce➢laneou CARLSBAD WATER RECYCLING FACIUTY
M ECHANICAL
2004
3 CE/CIT-1605
CWRF
RD System RO INFLUENT CO NDUCTIVITY METER,
INSTRUMENTATION I
ANALYZER
ROSEMOUNT
003-209195 154EC-01
3 Appe ndix F15
Hazen
N
Z I. 11, 40 9601. abed
F Y2023 R -C AMP Report
A sset ID
Lev ell
( Site)
Level 2 (A rea]
As set Des cription
Skill (Discipli ne)
Asset Cl ass
Ass et Type
Ma nufact urer
Model N o.
Serial No.
Siz el
Unit 1
Install
Y ear
C ondition,'
Assig ned
CE/CFF-1614-1
CWRF
RO System RO PERMEATE C OND UCTIVITY , TRAIN #1
INSTRUMENTATION
ANALYZER
ROSEMOUNT
CO3-208020
54EC-01
3 CE/CIT-1614-2
CWRF
RO Syst em RO PERMEATE CONDUCTI VITY, TRAIN # 2
INSTRUMENTATION
ANALYZER
ROSEMOUNT
CO3-209194 154EC-01
3 CE/CIT-1635-1
CWRF
RD System RO CONCE NTRATE CONDUCTIVITY METER, TRA
INSTRUMENTATION
ANALYZER
RDSEMDUNT
CO3-209527
54EC-01
3,
CE/CIT-1635-2
CWRF
R0 System RO CONCENTRATE C ONDUCTIVITY METER,TR
INSTRUMENTATION
ANALYZER
ROSEMOUN T
0173-209527
54EC-01
3 AE/AIT-1606
CWRF
RD System RD INFLUENT PH METER
INSTRUMENTATION
ANALYZER
ROSEMOUNT
CO3-208860
54EPH/ORP-01
2006
3 AE/AIT-1607
CWRF
R0 System RO INFLUENT TURBIDITY ANALYZER
INSTRUMENTATION
ANALYZER
HACH
30300017172
EN: 51350-60
3 AE/AIT-1634
CWRF
RO System
RO aP PH METER
INSTRUMENTATI ON
ANALYZER
ROSEMOUNT
CO3-208856
54EPH/ ORP-01
2006
3 FCV-1616-1-1
CWRF
R0 System
CONTROL VALVE/RO C ONCENTRATE,TRAIN#1
MECHANICAL
VALVE
CONTROL
ROT ORK
B3529701/02
IQFM
3 FCV-1616-1-2
CWRF
RD System
CONTROL VALVE/ RO C ONCENTRATE TRAIN 2
MECHANICAL
VAL VE
CO NTROL
ROTORK
B3529701/02
I QFM
3 FE/FIT-1601
CWRF
RD System
FLOW METER, RO C ARTRID GE FILTER FLOW
INSTRUMENTATI ON
FLOW METER
ROSEMOUN T
860190029
8712 DR12N0M4
3 FE/FIT-1603
CWRF
RO Syste m
RD FEED THRESHOLD INHIBIT OR FL OW METER
INSTRUMENTATI ON
FL OW METER
MAX MACHINEF
C306063
234-100
3 FE/FIT-1615-1-1
CWRF
RD System
FLO W METER/ RD TRAIN # 1 PERMEATE
INSTRUMENTATION
FL OW METER
ROSEMOUNT
860144531
8712CR12NOM4
3 FE/FIT-1615-2-1
CWRF
RO System
FLO W METER / RO TRAIN # 2 PERME ATE
INSTRUMENTATION
FL OW METER
ROSEMOUNT
860144531
8712CR12NOM4
3 LSL-1620
CWRF
RD System
LEVEL SWITCH LOW / RO FLUSH TANK
INSTRUMENTATION
SWITCH
LEVEL
GEMS SENSORS
2448527
84330
3 LSL-1625
CWRF
RO Syste m
LEVEL SWITCH LOW / RD CIP TANK
I NSTRUMENTATION
SWI TCH
LEVEL _
GEMS SENSORS
32855 84
84330
3. LIT -1625
CWRF
RO System
LEVEL INDICA TING TRANS/ RO CIP TANK
INSTRUMENTATION
TRA NSMITTER
Level'
GEMS SENS ORS
2448103
GEMS
3 UT -1660-1
CWRF
RO System
LEVEL INDICATING T RANS/ DECARB ONAT OR T
INSTRUMENTATI ON
TRANSMITTER
Lev el
3 LIT -1171
CWRF
RO System
LEVEL INDICATING TRANS/SULPHURIC ACID
INSTRUMENTATION
TRANSMITTER
L evel
GEMS SENS ORS INC
GEMS
3 LIT -1177
CWRF
RO System
LEV EL INDICATING TRANS/THRESHOLD INHI
INSTRUMENTATION
TRA NSMITTER
L evel
GEMS SENS ORS
244810683180-048
3 M-1203-000
CWRF
RD Syste m
MOTOR, FOR SA MPLE PMP (FLASH MIX TANK)
ELECTRICAL
MOTOR
92170
C42C34FK3B
3 M-1602-1
CWRF
RO Syste m
CARTRIDGE FILTER
MECHANICAL
FILTER
C ARTRIDGE
40 QUANTI1
2003
3 M-1661-1
CWRF
RO System
RO DECARBO NATOR BLOWER
MECHANICAL
SLOWER
CENTRIGUGAL
2 HP
2004
3 IPSH-1600-1
CWRF
RO Syste m
PRESSURE SWITCH HIGH / RD TRANSFER PUMP
INSTRUMENTATI ON
SWITCH
Pres sure
ASHCROFT
03001321 'CAT
# B424TXFS06
3 PS H-1600-2
CWRF
RD Syste m
PRESSURE SWITCH HIGH / RO TRANSFER PUMP
INSTRUMENTATION
SWITCH
Pr essure
ASHCROFT
D3001319
CAT # B424TXFS06
3 PSH -1600-3
CWRF
RO System
PRESSURE SWITCH HIGH / RD TRA NSFER PUMP
INSTRUMENT ATION
SWI TCH
Pr essure
ASHCR OFT
03001320
CAT # B424TXFS06
3 PSH-1604-1
CWRF
RD System
PRESSURE SWITCH HIGH / RO FEED PUMP #
INSTRUMENTATION
SWITCH
Pressure
ASHCROFT
30013981
B42T XFS06
3 PSH-1604-2
CWRF
RO System
PRESSURE SWITCH HIGH / RO FEED PUMP #
INSTRUMENTATION
SWITCH
Pressure
ASHCROFT
3001394
B42T XFS06
3 PSH-1613-1-1
CWRF
RD Syste m
PRESSURE SWI-CH NIGH / RO TRAIN #1 PE
INSTRUMENTATION
SWITCH
Pr essure
ASHCROFT
03001396
B424T XFS06
3 PSH-1613-2-1
CWRF
RO Syste m
PRESSURE SWITCH HIGH / RD TRA IN #2 PE
INSTRUMENTATION
SWITCH
Pr ess ur e
ASHCROFT
03001397
B424T XFS06
3 PSH-1621
CWRF
RO System
PRESSURE SWITCH HIGH / RD FLUSH PUMP #
INSTRUMENTATION
SWITCH
Pressure
ASHCROFT
3001399,
CAT # B424TXFS06
3 PSH-1173-1
CWRF
RO System
PRESSURE SWITCH HIGH/SULFURIC ACID P
INSTRUMENTATION
SWITCH
Pressure
ASHCROFT
A4002028
B4249
3 PSH-1173-2
CWRF
RD System
PRESSURE SWITCH HIGH /SULFURIC ACID P
IINSTRUMENTATION
SWITCH
Pressure
ASHCROFT
A4002027 1#4246
3 PSH-1178-1
CWRF
RO System
PRESSURE SWITCH HIGH /THRESHOLD INHIB
INSTRUMEN TATION
SWITCH
Pr essur e
ASHCROFT
B400098
54243
3 PSH-1178-2
CWRF
RD System
PRESSURE SWITCH HIGH /THRESHOLD INHIB
INSTRUMENTATION
SWITCH
Pr essure
ASHCROFT
B400085 18424B
3,
P-1500-1
CWRF
RO System
RO TRANSFER PUMP #1, CWRF
MECHANICAL
PUMP
GOULDS PUMP
783E022.1
31%
7-5
HP
2004
3 P -16O0-2
CWRF
RO System
RO TRANSFER. PUMP #2, CWRF
IMCHANI CAL
PUMP
GOULDS PUMP
783E022 .2 I
31961
7.5 HP
2004
3 P-1600-3
CWRF
RO Syste m
RO TRAN SFER PU MP #3, CWRF
MECHAN ICAL
PUMP
G OULDS PUMP
783E022.3
3195
75 HP
2004
3 P-1604-1
CWRF
RO Syste m
RO FEED PUMP # 1
MECHANIC AL
PUMP
_
AFT ON PUMPS 141394-1
3 X 4 X 10 MPV 5,
75 HP
2003
3,
P-1604-2
CWRF
RO System
RD FEED PUMP #2
MECHANICAL
PUMP
AFT DN PUMPS 141394-2
3 X4 X 10 MPV 51
75 HP
2003
3 P-1521
CWRF
RO System
RO FLUSH PUMP
MECHANICAL
PUMP
GOULDS PUMP
7.83E+26
3196
5 HP
2003
3 P-1629
CWRF
RO System RD CLEAN IN PLA CE(CIP) P;iMm 1
MEC HAN ICAL
PUMP
GOULDS PUMP
7.83E +25
31%
30 HP 2003
3 N/A
CWRF
RD Syste m RO CLEAN IN PLA CE {CIP) P;. ?:1? 2
MECHANICAL
PUMP
GO ULDS PUMP
30 HP
3 Appe ndix F16
CO Hazen
N
N
Z Il. 1, 1, 4o L60 1. abed
F Y2023 R -C AMP Report
Asset ID Level?
(Site)
Le vel 2 (A re a]
Asset De scriptio n
Skill (Dis cipline]
A sset Clas s
Ass et Type
Manufa cturer
Model No-
Serial N o.
Bizet
Unit 1
Install
Y ear
Condition)
A ssigned
MP -1173-1 CWRF
RDSystem
SULFURIC ACID PUMP P1
MECHANICAL
PUMP
PULSAFEEDER
F456424-2
L653 VMSAP-X.100(3
MP -1173-2 CWRF
RO System
SULFURIC ACID PUMP #2
MECHANICAL
PUMP
PULSAFEEDER
F45624-1
L6S3VMSAP-)000(.
2003
3 MP -1178-1 CWRF
RO System
THRESHOLD INHIBITOR PUMP # 1
MECHANICAL
PU MP
PULSAFEEDER
F456424-3
L6K8AMSAP-)0 081
3 MP -1178-2 CWRF
RO System
THRESHOLD INHIBITOR PUMP a 2
MECHANICAL
PUMP
PULSAFEEDER
F456424-4
L6K8 AMSAP-XXXX
3 P-1203-000
CWRF
RO Syst em
SAMPLE PUMP, FLASH MIX TANK, WEST
MECHANICAL
PU MP
5.44E+10
KC4PCVN2305
2006
3 PSL-1604-1
CWRF
RO System
PRESSURE SWITCH LOW / RO FEED PUMP # 1
INSTRUMENTATiON
SWITCH
Pr essure
ASHCR OFT
3001400
342T XF506
3 PSL-1604-2
CWRF
RO System
PRESSURE SWITCH LOW / RO FEED PUMP # 1
INSTRUMENTATION I
SWITCH
Pressure
ASHCROFT
3001398,
542T XF506
3 T-_171
CWRF
RO System
S ULFURIC ACID TANK
MECHANICAL
TANK
1800
GAL
2002
3 T-1177
CWRF
RDSyste m
THRESHOLD INHIBITOR TANK
MECHANICAL
TANK
Chemical
585
GAL
2002
3 T-1190-1
CWRF
RO System
FERRIC CHL ORIDE T ANK
MECHANICAL
T ANK
BELCO
4000
GAL
2002
3 T-1620
CWRF
RO Syste m
RO FLUSH TANK
MECHANICAL
TANK
DEI SYSTEMS INC
5260
G AL
2003
3 T-1625
CWRF
RD System
RO CLEAN IN PLACE TANK (C IP TANK)
MECHANICAL
TANK
CIP
DEI SYSTEMS INC
6.5 Diameter
2003
J
T-1660-1
CWRF
RO System
DECARB TANK
MECHANICAL
TANK
DECARB
6000
GAL
2003
3 T-8900-001
CWRF
RO System
FLOW EOUALIZATiON HOLDING TANK/EAST
MECHANICAL
TANK
1984
3 TIT -0925
C WRF
RO System
T EMPERA TU RE INDICATING TRA NSMITTER/MF
I NSTRUME NTATI ON I
TR ANSMI TTER
Temp ertur e
R OSEMOUNT
3 PD IT -1602
CWRF
RDSystem
PRESS DIFF TRANS/ RO CART FILTER
INSTRUMENTATION
TRANSMITTER
Pressure
ROSEMOUNT
13202513051CD4A02A02A1 AM5S5
3'.
PDIT-1612-1-1
CWRF
RO System
PRESS DIFF TRANS / RO TRAI N #1 BA NK #1
INSTRUMENTATION
TRANSMITTER
Pressure
ROSEMOUNT
15924323051CD4A02 A02AL AM5S5
3 PDIT-1612-1-2
CWRF
RD System
PRESS DIFF TRA NS / RD TRAIN P1
INSTRUMENTATION
TRANSMITTER
Pre ssure
ROSEMOUNT
13202533051CD4A02A02A1AMSS5
3 PDIT-1612-2-1
CWRF
RO Sys tem
PRESS DIFF TRANS / RO TRAIN#2 BANK #1
INSTRUMENTATION
TRANSMITTER
Pressur e
ROSEMOUNT
15924493051CD4A02A02A1 AM5S5
3 PDIT-1612-2-2
CWRF
RO System
PRESS DIFF TRAN S/ RD TRA IN4E2 BANK#1
I NSTRUME NTATI ON
TR ANSMITTER
Pressure
ROSEMOUNT
1320250
3051CD4A02 A02A1AM5S5
3 PDIT-1661-1
CWRF
RO System
PRESS DIFF TRANS / DECA RB BLOWER
INSTRUMENTATION
TRANSMITTER
Pressure
ROSEMOUNT
13202543626PS1/250BAR
3 V-1622-1-1
CWRF
RO System
RO TRAIN # I PERMEATE DUMP VALVE
MECHANICAL
VALVE
RCS ELECTRIPOI
R3F01680
SURE 24-10 CCW
3 ISHH-0922
CWRF
THICKENER
LEV EL SWITCH HIGH HIGH/THICKEN ER FEE
INSTRUMENTATION
SWITCH
LEVEL
_
3 LSL-0922
CWRF
THICKENER
LEVEL SWITCH LOW /THICKENER FEED PUMP
INSTRUMENTATION
SWITCH
LEVEL
3 PSH-0922-1
CWRF
TH ICKENER
PRESSURESWITCH HIGH /T HIC KEN ER FEED
INSTRUMENTATIO N
SWI TCH
Pressur e
ASH CROFT
3 PS H-0922-2
CWRF
THICKENER
PRESSURE SWITCH HIGH /THICKENER FEED
INSTRUMENTATION
SWITCH
Pr essure
ASHCR OFT
3. MP -1190-1
CWRF
THICKENER
FERRIC CHLORIDE METERING PUMP #1/TH
MECHANICAL
PUMP
PULSAFEEDER
3 MP -1190-2
CWRF
THICKENER
FERRIC CHLORIDE METERING PUMP #2/TH
IMECHANICAL
PUMP
PULSAFEEDER
3'. .
P-0922-1
CWRF
THICKENER
THICKENER FEED PUMP # 1,SUB {RAT PIT)
MECHANICAL
PUMP
2003
3 P-0922-2
CWRF
THICKENER
THICKENER FEED PUMP 2, SUB{RA7 PIT)
MECHANICAL
PUMP
2003
3 F-0973-1
CWRF
OF SYSTEM
1 MICRON CO ALESCING FILTER
MECHANICAL
FILTER
_
2016
3 AE -0931-2
CWRF
UF SYSTEM
UF FILTRATE TURBI DiTY ANALYZER ASSE M 3'LY
INSTRUMENTATION
ANALYZER
2016
BV -0973-3
CWRF
OF SYSTEM
1 MICRON FILTER BYPASS VALVE
MECHANICAL
VALVE
B ALL
2016
3 AE -0953-1
CWRF
OF SYSTEM
UF CIP PH/O RP SENSO R 1
INSTRUMENTATION
ANALYZER
2016
3. BV -0973-1
CWRF
OF SYSTEM
1 MICRON FILTER INLET ISOLATION VALV E
MECHANICAL
VALVE
ISOLATI ON
2016
3 AE -0953-2
CWRF
OF SYSTEM
UF-CIP PH/C RE SEI SD,..2
IN!'STRUMENTATION
ANALYZER.
2016
3 3V -0973-2
CWRF
UF SYSTEM
1 MICRON FILTER OUTLET ISOLATION VALVE
MECHANICAL
VALVE
ISOLATION
2016
3 AIT-093 2
CWRF
OF SYSTEM
UF FILTRATE TURBID'TY ANALYZER A SSEMBLY
INSTRUMENTATION
ANALYZER
2016
3. SV-0972-1
CWRF
UF SYSTEM
400 GA LLON TANK AUTO DRAIN VALVE
MECHANICAL
VA LVE
2016
3 AIT-1J953-1
CWRF
OF SYSTEM
UF CIP PH/O RB ANALYZER TRANSMITTER 1
INSTRUMENTATION
TRANSMITTER
Analyzer
2016
3 PP 09 1
C WRF UF SYSTEM
400 GALLON TANK PRESSURE RELIEF V ALVE
MECHANICAL
VALV E
PRESSURE RELIEFE
2016
3 Ai -.:,955-2
CWRF OF SYSTEM
UF CIP PH/O RB ANALYZERTRANSMITER 2
INSTRUMENTATION
TRANSMITTER
Analyzer
_ 2016
3. Appe ndix F17
Hazen
N
l J01
Z I. 11, 40 8601. abed
F Y2023 R -C AMP Report
A sset ID
Levees
(Site)
Level 2 (Ar ea]
Asset Description
Skill (Discipli ne)
A sset Class
Asset Type
Ma nufacturer
Model N o.
Serial No .
Sizel
Unit 1
Install
Year
C onditio n/
Assigned
T-0 972-1
CWRF
OF SYSTEM
400 GALLON VERTICAL AIR TA NK
MECHA NICAL
TA NK
AIR
201 6
3 T-0970-1
CWRF
OF SYSTEM
80 GALLON AIR COMPRESSOR TANKS
MECHANICAL
TANK
AIR
2016
3 BFV-0952-12
CWRF
OF SYSTEM
NEUTR ALIZED CIP BLOCK V ALVE
MECHA NICAL
VALVE
BUTTERFLY
10 din
2016.
3 BFV-0952-10
CWRF
OF SYSTEM IUF
CIP RECIRCULATION BLOCK V ALVE
MECHANICAL
VALVE
BUTTERFLY
10 di n
2016
3 SV -0970-0
CWRF
OF SYSTEM
80 G ALLO N T ANK AUTO DR AIN VAL VE 1
MECH ANICAL
VALVE
2016
3 PV -0921-1
CWRF
OF SYSTEM
OF FEED TANK PLUG VALVE
MECHA NICAL
VALVE
PLUG
12 DIN
2016
2 SV-0970-2
CWRF
IUF SYSTEM
80 GALL ON TANK AUT O DRAIN VALVE 2
I MECHANICAL I
VAL VE
2016
3 FE -0920-000
CWRF
UF SYSTEM
OF FEED TANK FLOW ELEMENT
INSTRUMENTATION
FL OW METER
12 di n
2016
2 PRV-0970-1
CWRF
OF SYSTEM
80 GALLON TANK PRESS URE RELIEF V ALVE 1
MECHANIC AL
VALVE
PRESSURE RELIEFE
2016
3 PRV-0970-2
CWRF
OF SYSTEM
80 GALLON TANK PRESSURE RELIEF V ALVE 2
MECHANICAL
VALVE
PRESSURE RELIEFE
2016
3 F-0975-2
CWRF
IUF SYSTEM
ACTIVATED CARBON FILTER
MECHANICAL
FILTER
2016
3 CV -093X-12
CWRF
UF SYSTEM
' IF SILENCER INLET CHECK VALVE
MECHANICAL
VALVE
CHECK
2016
3 BV -0971-1
CWRF
UF SYSTEM
AIR COMPRESSOR OUTLET IS OLATION VALVE
MECHANICAL
VALVE
ISOLATION
2016
3 CV -0942-2
CWRF
OF SYSTEM
OF BAC KWASH DISCHARGE CHECK VALVE
MECHANICAL
VALVE
CHECK
2016
3 BV -0971-2
CWRF
UF SYSTEM
AIR COMPRESSOR OUTLET IS OLATION VALVE
MECHANICAL
VALVE
ISOLATION
2016
3 CV -0 942-7
CWRF
OF SYSTEM
OF BACKWASH DISCHARGE CHECK VALVE
MECHANICAL
VALVE
CHECK
2016
3 T-0911
CWRF
UF SYSTEM
AIR. RECEIVER
MECHANICAL
TANK
AIR
VESSELTECHNO
UPV47885
400
GAL
2003
3 FIT -0920-000
CWRF
UF SYSTEM
UF FEED TANK FLOW INDICATING TRANSMITTER
INSTRUMENTATION
TRANSMITTER
FLOW
12 di n
2016
2 BV -0972-11
CWRF
UF SYSTEM
AIR RECEIVER INLET ISOLATION VALVE
MECHANICAL
VALVE
ISOLATION
_
2016
3 PS H-0952-1
CWRF
IUF SYSTEM IUFCIP
PRESSURE SWITCH HIGH 1
INSTRUMENTATION
SWITCH
Pr essure
100
psi
2016
2 BFV-093X-15
CWRF
OF SYSTEM
AIR SCO UR BLOCK VALVE
MECHANICAL
VAL VE
BILRFLY BU
2016
3 BFV-O901-15
CWRF
OF SYSTEM
AIR SCO UR BLOCK V ALV E
MECHANI CAL
VAL VE
BL OCK
2016
3 BFV-0932-15
CWRF
OF SYSTEM
A IR SCOUR BLOCK VALVE
MECHANIC AL
V AL VE
BLOCK
_
_
2016
3 BFV-0933-15
CWRF
IUF SYSTEM
AIR SCO UR. BLOCK VALVE
MECHANICAL
VALVE
BLOCK
2016
3 CWRF
OF SYSTEM
MOTOR CONTROL CENTER CRWF-UF (MCC -3)
ELECTRICAL
MCC
SOC
amp
2016
2 CWRF
UF SYSTEM
MOTOR CON TROL CENTER CRWF-U F (MCC -3)
ELECTRICAL
MCC
800
amp
2016
2 FIT -09 82-1
CWRF
OF SYSTEM
A IR SCOUR FLOW TRAN SMITTER - TO US T RA INS - P
INSTRUMENT ATION
TR ANSMITTER
FLOW
201 6
3 SV-0952-8
CWRF
UF SYSTEM
SODIUM HYDROXIDE A IR INLET SOLENOID VALVE
MECHANICAL
VALVE
IS
di n
2016
3 SJ-0963-8
CWRF
OF SYSTEM
CITRIC A CID AIR INLET SOLENOID VALVE
MECHANICAL
VALVE
LS
di n
2016
3 F00-0964
CWRF
UF SYSTEM
SODIUM BISULFITE CALIBRATION CO LUMN
INSTRUMENTATION
C ALIBRATI ON C OLUMN
0 0
2016
3 BFV-0927-1
CWRF
OF SYSTEM
A UTO STRAINER BACKWASH WA STE PU MP IN LET IS
MEC HAN ICAL
V ALVE
BUTTERFLY
2016
3 BFV-0927-3
C WRF
UF SYSTEM
A UTO STRA INER BA CKWA SH WA ST E POMP O UT LET
MECHA NICAL
VALVE
BUTTERFLY
2016
3 BFV-0926-1
CWRF
OF SYSTEM
AUTO STRAIN ER INLET ISO LATION VALVE
MECHANICAL
VALVE
BUTTERFLY
2016. .
3 F -9031-X
CWRF
OF SYSTEM
OF MODULES 1-73
MECHANICAL
OF TRAIN
Tor ay
HFU-2020N
72 MODULE
2016
3i
BFV-0926-6
CWRF
OF SYSTEM
AUTO STRAINER INLET ISOLATIO N VA LVE
MECHANICAL
V ALVE
BUTTERFLY
2016
3 BV -0926-10
CWRF
UF SYSTEM
AUTO STRA INER INLET PG .PT ISOLATION VA LV E
MECHAN ICA L
VALVE
ISOLATI ON
201 6
3;
STR-0962-1
CWRF
OF SYSTEM
SODIUM HYDROXIDE ST RAINER
MECHANICAL
STRAINER
2016
3 CV -0926-2
CWRF
UF SYSTEM
AUTO STRAINER OUTLET CHECK VALVE
MECHANICAL
VALVE
CHECK
2016
3 STR-0964
CWRF
OF SYSTEM
SODIUM BISULFITE STRAINER
MECHANICAL
STRA INER
2016
3 CV -0926-7
CWRF
UF SYSTEM
AUTO STRAINER OUTLET CHECK VALVE
MECHANICA L
VALVE
CHECK
2016
3,
STR-0961
CWRF
OF SYSTEM SODIUM HYPDCHLORITE STRAINER
MECHANICAL
STRAINER
2016
3 CWRF
OF SYSTEM SODIUM HYDROXIDE TANK
STRUCTURAL
TANK
Che mical
225
GAL
2005
3i
Appe ndix F18
CO Hazen
N
Z I. 11, 40 6601. abed
F Y2023 R -C AMP Report
A sset ID
Lov ell
(Site)
Lev el 2 (Ar ea]
Asset D escripti on
Skill {Disciplin e]
As set Class
Ass et Type
Manufact urer
Mod el N o.
S erial No.
Size .'
Unit 1
Install
Y ear
C onditloni
As sign ed
FI-0931-2
CWRF
OF SYSTEM
OF FILTRATETURBIDTY ANALYZER ROTAMETER
INSTRUMENTATI ON
ANALYZER
2016
3,
T-0933
CWRF
MF SYSTEM
CITRIC ACID TANK 1 MFCIP SYS)
MECHANICAL
TANK
Ch emical
225
GAL
3 ET -1393X-1
CWRF
OF SYSTEM
UP INLET FLOW METER
INSTRUME NTATION
FL OW METER
2016
3 BV -0926-11
CWRF
UF SYSTEM
AUTO STRAINER OUTLET PG.PT IS OLATION VALVE
MECHANICAL
VALVE
IS OLATION
2026
3 FIT -0943
'CWRF
UF SYSTEM
UF BACKPULSE PUMP FLOW METER
INSTRUMENTATION
FLOW METER
2016
3I
T-0964
CWRF
UF SYSTEM
SODIUM' 3MSULFITE DAY TANK
MECHANICAL
TANK
Chemical
225
GAL
2016
3 CWRF
UF SYSTEM
Sump system f or chemical skids
MECHANICAL
SUMP
Air actuat ed
2 din
2005
3 CWRF
OF SYSTEM
Safety show er
MECHANICAL
SAFETY SHOWER
HAWS
2005
4 BFV-0952-11
',CWRF
OF SYSTEM
CIP BLOCK VAL VE
MECHANICAL
VALVE
BUTTERFLY
2016
3,
HTR-0950
CWRF
UF SYSTEM
OF CIP IMMERSI ON HEATER
MECHA NICAL
HE ATER
2016
3 IBV-0952-21
CWRF
OF SYSTEM
CIP SKID S OLENOID MA NIFOLD BLOCK AND BLEED
MECHANICAL
VALVE
BALL
2016
LSSL-0950-2
CWRF
OF SYSTEM
UF CIP TANK LOW LEVEL SWITCH
INSTRUMENTATION
SWITCH
LEVEL
20"16
3 BV -0952-22
CWRF
OF SYSTEM
CIP SKID SOLENOID MA NIFOLD BLOCK AND BLEED
MECHANICAL
VALVE
BALL
2016
3'
3V-0963-3
CWRF
UF SYSTEM
CITRIC ACID AIR INLET IS OLATION VALVE
MECHANICAL
VALVE
ISOLATION
2016
3 LT -0950
CWRF
UF SYSTEM
UF CIIP TANK LEVEL TRA NSMITTER
INSTRUMENTATION
TRANSMITTER
Le vel
_
2016
3 BV -0963-7
CWRF
OF SYSTEM CITRIC ACID AIR INLET ISOLATION VALVE
MECHANICAL
VALVE
IS OLATION
2016
3 CWRF
OF SYSTEM Sump syste m fo r hypochlorite skid
MECHANICAL
SUMP
Air actuated
2 din
2005
3 SV-0963-4
CWRF
UF SYSTEM CITRIC ACID AIR INLET SOLENOID V ALVE
MECHANICAL
VALVE
2016
3 FQG-0962
CWRF
OF SYSTEM SODIUM HYDRO XID E CALIBRATION COLUMN
INSTRUMENTATION
CALIBRATI ON COLUMN
2016
3 T-1109-1
,CWRF
OF SYSTEM
SODIUM HYPOCH LORITE TANK
MECHA NI CAL
TANK Chemical
BELCO
19052
13500
G AL
2002
2 FQG-0963
CWRF
OF SYSTEM
CITRIC ACID CALIBRATION COLUMN
INSTRUME NTATION
CALIBRATI ON COLUMN
2016
3 3V-0963-11
CWRF
UF SYSTEM
CITRIC ACID CALIBRATION CO LUMN INLET ISOLATI IL
MECHANICAL
VALVE
ISOLATION
2016
3 BV -0963-10
CWRF
UF SYSTEM
CITRIC A CID CALIBRATIO N COLUMN O UTLET ISOLA
MECHANICAL
VAL VE
ISOLATION
2016
3 P-0963-1
C WRF
UF SYSTEM
CIT RIC A CID DIAPHRA GM PUMP 1
MECH ANICAL
PUMP
2016
3 PI -0925
CWRF
OF SYSTEM
STRA IN ER INLET HEADER PRESSURE GAUG E
INSTRUMENT ATION
PRESSURE GA UGE
2016
3 P-0963-2
CWRF
UF SYSTEM
CITRIC ACID DIAPHRAGM PUMP 2
MECHANICAL
PUMP
2016
3 P1-0927
CWRF
OF SYSTEM
STRAINER OUTLET HEADER PRESSURE GA UGE
INSTRUMENTATION
PRESSURE GAUGE
2016
3 BV -0963-5
CWRF
OF SYSTEM
CITE := A:. D DI'_ CI -ARSE I'_O_ATION VALVE
MECHANICAL
VAL VE
IS OLATION
I
2016
3 PI -093X-1
CWRF
OF SYSTEM
OF INLET PRESS,: RE GAUGE
INSTRUMENTATION
PRESSURE GAUGE
2016
3 BV -0963-9
CWRF
OF SYSTEM
CITRIC A CID DISCHARGE ISOLATION VALVE
MECHANICAL
VALVE
IS OLATION
2016
3 PI -0935-2
CWRF
OF SYSTEM
OF FILTRATE PRESSURE GAUGE
INSTRUMENTATION
PRESSURE GAUGE
2016
3 3V-096:3-2
CWRF
UF SYSTEM
CITRIC ACID DOSI'9:=.?UMFS INLET ISOLATION VAL
MECHANICAL
VALVE
ISOLATION
2016
3 PI -0935-3
CWRF
OF SYSTEM
OF BA CKWASH WASTE PRESSURE GAUGE
INSTRUMEN TATION
PRESSURE GAUGE
2016
3 BV -0963-6
CWRF
OF SYSTEM
CITRIC ACID DOSING PUMPS INLET ISOLATIO N VAL
MECHANICAL
VALVE
IS OLATION
2015
3 PI -0942-1
CWRF
OF SYSTEM
UF BACKPULSE PUMP PRESSURE GAUGE
INSTRUMENTATION
PRESSURE GAUGE
2016
3 MP -0939
CWRF
UF SYSTEM
CITRIC ACID FEED PUMP (CIP SYS)
MECHANICA L
PUMP
MILTON R OY
30161274
CEGM4OOD5ON1
2003
3 PI -0953-1
CWRF
OF SYSTEM
OF CIIP DISCHARGE PUMP PRESSURE GAUGE
INSTRUMENTATION
PRESSURE GAUGE
2016
3 BCV-0963-16
CWRF
OF SYSTEM
CITRIC ACID IN JECTION QUILL
MECHANICAL
VALVE
CHECK
2016
3 PI -0961
CWRF
OF SYSTEM
SODIUM HYPO CHLORITE GAUGE
INSTRUMEN TATION
PRESSURE GAUGE
2016
3 BV -0963-15
CWRF
UF SYSTEM
CITRIC ACID INJECTION Q UILL ISO LATION VALVE
MECHANICAL
VALVE
ISOLATION
2016
3 P1-0962
CWRF
OF SYSTEM
SO DIUM HYD ROXIIDE PRESSURE GAUG E
INSTRUMENTATION
PRESSURE GAU GE
2016
3 PI -0963
CWRF
OF SYSTEM
CITRIC ACID PRESSURE GAUGE
INSTRUMENTATION
PRESSURE GAUGE
2016
3 Appe ndix F19
Hazen
N
1 1
0 1
1 N
F Y2023 R -C AMP Report
A sset ID
L evees
(Site)
Le vel 2 (Are a]
Asset Descripti on
Skill (Discipline)
A ss et Cla ss
As set Type
Ma nufacturer
Model No.
Serial N o.
Si ze1
Unit 1
Inst all
Year
Condition/
Assigned
BV -0963-12
CWRF
OF SYSTEM
CITRIC ACID RE TUR N TO TANK BLOCK VALVE
ME CHA NICAL
VALVE
B ALL
2016
3 BV -0963-14
CWRF
OF SYSTEM
CITRIC ACID SKID DRAIN VALVE
MECHANICAL
VAL VE
BALL
2016
3 BV -0963-1
CWRF
OF SYSTEM
CITRIC ACID SKID INLET ISOLATION VALVE
MECHANICAL
VALVE
ISOLATION
2016
BV -0963-13
CWRF
UF SYSTEM
CITRIC ACID SKID OUTLET ISOLATION VALVE
MECHANIC AL
VAL VE
IS OLATION
2016
3 STR-0 952
CWRF
UFSYSTEM
CITRIC ACID STR AINER
ME CHA NICAL
STRAINER
2016
3 CP-1103-1
CWRF
UF SYSTEM
C ONTR OL PANEL / HYP O CHL ORITE PUMP
ELECTRICAL
C ONTR OL P ANEL
2016
3 CP-1103-2
CWRF
OF SYSTEM
CONTROL PANEL / HYPO CHLORITE PUMP
ELECTRICAL
CONTROL PANEL
2016
3:
DR -0974-1
CWRF
OF SYSTEM
DESICCANT DRYER
MECHANIC AL
DRYER
2005
3 CWRF
ELECTRICAL RI
Pack aged Air c ondition for MCC
HVAC
AIR HANDLING UNIT
428
psi
2005
3 CV -0980-1
CWRF
UF SYSTEM
DISCHARGE CHECK VALVE 1
MECHANICAL
VALVE
CHECK
2015
3 PSH-0921-2
CWRF
OF SYSTEM
OF BOOSTER PUMP DISCHARGE HIGH PRESSURE SVBINSTRUMENTATION SWITCH
Pressure
2016
3 CV -0980-2
CWRF
OF SYSTEM
DISCHARGE CHECK VALVE 2
MECHANICAL
VALVE
CHECK
2016
3 PSH-0921-3
CWRF
IUF SYSTEM
OF BOOSTER PUMP DISCHARGE HIGH PRESSURESV
INSTRUMENTATION
SWITCH
Pr essur e
2016
3 PI -0980-1
CWRF
OF SYSTEM
DISCHARGE PRESSURE GAUGE
INSTRUMENTATION
PRESSURE GAUGE
2016
3 PSH-0942-1
CWRF
OF SYSTEM
OF BACKPULSE PUMP DISCHARGE HIGH PRESSURE
INSTRUME NTATION
SWITCH
Pressure
2016
3 PI -0980-2
CWRF
UP SYSTEM
DISCHARGE PRESSURE GAUGE 2
INSTRUMENTATION
PRESSURE GAUGE
2016
2016
3 3
PSH-0942-2
CWRF
OF SYSTEM
OF BACKPULSE PUMP DISCHARGE HIGH PRESSURE
INSTRUMENTATION
SWITCH
Pressure
PRV-0980-1
CWRF
UF SYSTEM
DISCHARGE PRESSURE RELIEF VALVE 2
MECHANIC AL
VALVE
PRESSURE RELIEFE
2015
3 CWRF
OF SYSTEM
Che mical Skids cano py and pavement _
STRUCTUR AL
CANOPY AND CONCRETE FOUNDATION
2005
4 PRV-09802
CWRF
OF SYSTEM
DISCHARGE PRESSURE RELIEF VALVE 2
MECHANIC AL
VALVE
PRESSURE RELIEFE
2016
3 PSH-0952-2
CWRF
OF SYSTEM
UF CIP PRESSURE SWITCH HIGH 2
INSTRUMENTATI ON
SWITCH
Pressure
2016
S-0980-1
CWRF
UP SYSTEM
DISCHA RGE SILENCERS
MECHANICAL
SILE NCER
2015
S-0980-2
CWRF
UP SYSTEM
DISCHARGE SILENCER 2
MECHANICAL
SILE NCER
_
2016
CWRF
IUF SYSTEM
Lighting of chemical skid area
(CIVIL
LIGHTING
Roof lamps
i
2005
PT -0927
CWRF
OF SYSTEM
STRAINER O UTLET HEADER PRESSURETRANSMITFE
INSTRUME NTATION
TRANSMITTER
Pressure
2016
CWRF
OF SYSTEM
Piping for So dium Hypc chlo rite Skid
MECHANICAL
PIPING
Ch emical
1 din
2016
FP -0953-2
CWRF
OF SYSTEM
IF CIP ANA LYZER ROT AMETER
INSTRUMENT ATION
ANALYZER
I
2016
TP-1100-1
CWRF
OF SYSTEM
SODIUM HYPOCHLORITE TRANSFER PUMP #1
MECHANICAL
PUMP
PULSAFEEDER
1984
F-0980-1
CWRF
OF b tM
INLET FILTER 1
MECHANICAL
FILTER
2016
TP-1100-2
CWRF