HomeMy WebLinkAbout2025-01-07 Utilities Advisory Commission Agenda PacketUTILITIES ADVISORY COMMISSION
Special Meeting
Tuesday, January 07, 2025
Council Chambers & Hybrid
6:00 PM
Utilities Advisory Commission meetings will be held as “hybrid” meetings with the option to
attend by teleconference/video conference or in person. To maximize public safety while still
maintaining transparency and public access, members of the public can choose to participate
from home or attend in person. Information on how the public may observe and participate in the
meeting is located at the end of the agenda. Masks are strongly encouraged if attending in
person. T h e m e e t i n g w i l l b e b r o a d c a s t o n C a b l e T V C h a n n e l 2 6 , l i v e o n
YouTube https://www.youtube.com/c/cityofpaloalto, a n d s t r e a m e d t o M i d p e n M e d i a
Center https://midpenmedia.org.
VIRTUAL PARTICIPATION CLICK HERE TO JOIN (https://cityofpaloalto.zoom.us/j/96691297246)
Meeting ID: 966 9129 7246 Phone: 1(669)900‐6833
PUBLIC COMMENTS
Public comments will be accepted both in person and via Zoom for up to three minutes or an
amount of time determined by the Chair. All requests to speak will be taken until 5 minutes
after the staff’s presentation. Written public comments can be submitted in advance to
UACPublicMeetings@CityofPaloAlto.org and will be provided to the Council and available for
inspection on the City’s website. Please clearly indicate which agenda item you are referencing
in your subject line.
PowerPoints, videos, or other media to be presented during public comment are accepted only
by email to UACPublicMeetings@CityofPaloAlto.org at least 24 hours prior to the meeting. Once
received, the Clerk will have them shared at public comment for the specified item. To uphold
strong cybersecurity management practices, USB’s or other physical electronic storage devices
are not accepted.
Signs and symbolic materials less than 2 feet by 3 feet are permitted provided that: (1) sticks,
posts, poles or similar/other type of handle objects are strictly prohibited; (2) the items do not
create a facility, fire, or safety hazard; and (3) persons with such items remain seated when
displaying them and must not raise the items above shoulder level, obstruct the view or
passage of other attendees, or otherwise disturb the business of the meeting.
TIME ESTIMATES
Listed times are estimates only and are subject to change at any time, including while the
meeting is in progress. The Commission reserves the right to use more or less time on any item,
to change the order of items and/or to continue items to another meeting. Particular items may
be heard before or after the time estimated on the agenda. This may occur in order to best
manage the time at a meeting to adapt to the participation of the public, or for any other reason
intended to facilitate the meeting.
CALL TO ORDER 6:00 PM – 6:05 PM
AGENDA CHANGES, ADDITIONS AND DELETIONS 6:05 PM – 6:10 PM
The Chair or Board majority may modify the agenda order to improve meeting management.
PUBLIC COMMENT 6:10 PM – 6:25 PM
Members of the public may speak to any item NOT on the agenda.
APPROVAL OF MINUTES 6:25 PM – 6:30 PM
1.Approval of the Minutes of the Utilities Advisory Commission Meeting Held on December
4, 2024
UTILITIES DIRECTOR REPORT 6:30 PM – 6:45 PM
NEW BUSINESS
2.Purpose & Duties of the Utilities Advisory Commission (UAC) with Key Staff Roles &
Responsibilities (Discussion 6:45 PM – 7:45 PM) Staff: Kiely Nose and Alan Kurotori
3.Discussion on the Progress of the Grid Modernization Project (Discussion 7:45 PM – 8:15
PM) Staff: Mohammad Fattah
4.Recommendation to Council to Accept the City of Palo Alto One Water Plan (Action 8:15
PM – 9:15 PM) Staff: Karla Dailey
FUTURE TOPICS FOR UPCOMMING MEETING AND 12 – MONTH ROLLING CALENDAR
February 5, 2025
COMMISSIONER COMMENTS AND REPORTS FROM MEETINGS/EVENTS
ADJOURNMENT
SUPPLEMENTAL INFORMATION
The materials below are provided for informational purposes, not for action or discussion during UAC Meetings (Govt. Code
Section 54954.2(a)(3)).
INFORMATIONAL REPORTS
12‐Month Rolling Calendar
Public Letter(s) to the UAC
PUBLIC COMMENT INSTRUCTIONS
Members of the Public may provide public comments to teleconference meetings via email,
teleconference, or by phone.
1. W r i t t e n p u b l i c c o m m e n t s m a y b e s u b m i t t e d b y e m a i l t o
UACPublicMeetings@cityofpaloalto.org.
2. Spoken public comments using a computer will be accepted through the
teleconference meeting. To address the Council, click on the link below to access a Zoom‐
based meeting. Please read the following instructions carefully.
You may download the Zoom client or connect to the meeting in‐ browser. If using
your browser, make sure you are using a current, up‐to‐date browser: Chrome 30 ,
Firefox 27 , Microsoft Edge 12 , Safari 7 . Certain functionality may be disabled in
older browsers including Internet Explorer.
You may be asked to enter an email address and name. We request that you
identify yourself by name as this will be visible online and will be used to notify you
that it is your turn to speak.
When you wish to speak on an Agenda Item, click on “raise hand.” The Clerk will
activate and unmute speakers in turn. Speakers will be notified shortly before they
are called to speak.
When called, please limit your remarks to the time limit allotted. A timer will be
shown on the computer to help keep track of your comments.
3. Spoken public comments using a smart phone will be accepted through the
teleconference meeting. To address the Council, download the Zoom application onto
your phone from the Apple App Store or Google Play Store and enter the Meeting ID
below. Please follow the instructions B‐E above.
4. Spoken public comments using a phone use the telephone number listed below. When
you wish to speak on an agenda item hit *9 on your phone so we know that you wish to
speak. You will be asked to provide your first and last name before addressing the
Council. You will be advised how long you have to speak. When called please limit your
remarks to the agenda item and time limit allotted.
CLICK HERE TO JOIN Meeting ID: 966 9129 7246 Phone:1‐669‐900‐6833
Americans with Disability Act (ADA) It is the policy of the City of Palo Alto to offer its public
programs, services and meetings in a manner that is readily accessible to all. Persons with
disabilities who require materials in an appropriate alternative format or who require auxiliary
aids to access City meetings, programs, or services may contact the City’s ADA Coordinator at
(650) 329‐2550 (voice) or by emailing ada@cityofpaloalto.org. Requests for assistance or
accommodations must be submitted at least 24 hours in advance of the meeting, program, or
service.
1 Regular Meeting January 07, 2025
Materials related to an item on this agenda submitted to the Board after distribution of the agenda packet are
available for public inspection at www.CityofPaloAlto.org.
UTILITIES ADVISORY COMMISSIONSpecial MeetingTuesday, January 07, 2025Council Chambers & Hybrid6:00 PMUtilities Advisory Commission meetings will be held as “hybrid” meetings with the option toattend by teleconference/video conference or in person. To maximize public safety while stillmaintaining transparency and public access, members of the public can choose to participatefrom home or attend in person. Information on how the public may observe and participate in themeeting is located at the end of the agenda. Masks are strongly encouraged if attending inperson. T h e m e e t i n g w i l l b e b r o a d c a s t o n C a b l e T V C h a n n e l 2 6 , l i v e o nYouTube https://www.youtube.com/c/cityofpaloalto, a n d s t r e a m e d t o M i d p e n M e d i aCenter https://midpenmedia.org.VIRTUAL PARTICIPATION CLICK HERE TO JOIN (https://cityofpaloalto.zoom.us/j/96691297246)Meeting ID: 966 9129 7246 Phone: 1(669)900‐6833PUBLIC COMMENTSPublic comments will be accepted both in person and via Zoom for up to three minutes or anamount of time determined by the Chair. All requests to speak will be taken until 5 minutesafter the staff’s presentation. Written public comments can be submitted in advance toUACPublicMeetings@CityofPaloAlto.org and will be provided to the Council and available forinspection on the City’s website. Please clearly indicate which agenda item you are referencingin your subject line.PowerPoints, videos, or other media to be presented during public comment are accepted onlyby email to UACPublicMeetings@CityofPaloAlto.org at least 24 hours prior to the meeting. Oncereceived, the Clerk will have them shared at public comment for the specified item. To upholdstrong cybersecurity management practices, USB’s or other physical electronic storage devicesare not accepted.Signs and symbolic materials less than 2 feet by 3 feet are permitted provided that: (1) sticks,posts, poles or similar/other type of handle objects are strictly prohibited; (2) the items do notcreate a facility, fire, or safety hazard; and (3) persons with such items remain seated whendisplaying them and must not raise the items above shoulder level, obstruct the view orpassage of other attendees, or otherwise disturb the business of the meeting.TIME ESTIMATESListed times are estimates only and are subject to change at any time, including while the
meeting is in progress. The Commission reserves the right to use more or less time on any item,
to change the order of items and/or to continue items to another meeting. Particular items may
be heard before or after the time estimated on the agenda. This may occur in order to best
manage the time at a meeting to adapt to the participation of the public, or for any other reason
intended to facilitate the meeting.
CALL TO ORDER 6:00 PM – 6:05 PM
AGENDA CHANGES, ADDITIONS AND DELETIONS 6:05 PM – 6:10 PM
The Chair or Board majority may modify the agenda order to improve meeting management.
PUBLIC COMMENT 6:10 PM – 6:25 PM
Members of the public may speak to any item NOT on the agenda.
APPROVAL OF MINUTES 6:25 PM – 6:30 PM
1.Approval of the Minutes of the Utilities Advisory Commission Meeting Held on December
4, 2024
UTILITIES DIRECTOR REPORT 6:30 PM – 6:45 PM
NEW BUSINESS
2.Purpose & Duties of the Utilities Advisory Commission (UAC) with Key Staff Roles &
Responsibilities (Discussion 6:45 PM – 7:45 PM) Staff: Kiely Nose and Alan Kurotori
3.Discussion on the Progress of the Grid Modernization Project (Discussion 7:45 PM – 8:15
PM) Staff: Mohammad Fattah
4.Recommendation to Council to Accept the City of Palo Alto One Water Plan (Action 8:15
PM – 9:15 PM) Staff: Karla Dailey
FUTURE TOPICS FOR UPCOMMING MEETING AND 12 – MONTH ROLLING CALENDAR
February 5, 2025
COMMISSIONER COMMENTS AND REPORTS FROM MEETINGS/EVENTS
ADJOURNMENT
SUPPLEMENTAL INFORMATION
The materials below are provided for informational purposes, not for action or discussion during UAC Meetings (Govt. Code
Section 54954.2(a)(3)).
INFORMATIONAL REPORTS
12‐Month Rolling Calendar
Public Letter(s) to the UAC
PUBLIC COMMENT INSTRUCTIONS
Members of the Public may provide public comments to teleconference meetings via email,
teleconference, or by phone.
1. W r i t t e n p u b l i c c o m m e n t s m a y b e s u b m i t t e d b y e m a i l t o
UACPublicMeetings@cityofpaloalto.org.
2. Spoken public comments using a computer will be accepted through the
teleconference meeting. To address the Council, click on the link below to access a Zoom‐
based meeting. Please read the following instructions carefully.
You may download the Zoom client or connect to the meeting in‐ browser. If using
your browser, make sure you are using a current, up‐to‐date browser: Chrome 30 ,
Firefox 27 , Microsoft Edge 12 , Safari 7 . Certain functionality may be disabled in
older browsers including Internet Explorer.
You may be asked to enter an email address and name. We request that you
identify yourself by name as this will be visible online and will be used to notify you
that it is your turn to speak.
When you wish to speak on an Agenda Item, click on “raise hand.” The Clerk will
activate and unmute speakers in turn. Speakers will be notified shortly before they
are called to speak.
When called, please limit your remarks to the time limit allotted. A timer will be
shown on the computer to help keep track of your comments.
3. Spoken public comments using a smart phone will be accepted through the
teleconference meeting. To address the Council, download the Zoom application onto
your phone from the Apple App Store or Google Play Store and enter the Meeting ID
below. Please follow the instructions B‐E above.
4. Spoken public comments using a phone use the telephone number listed below. When
you wish to speak on an agenda item hit *9 on your phone so we know that you wish to
speak. You will be asked to provide your first and last name before addressing the
Council. You will be advised how long you have to speak. When called please limit your
remarks to the agenda item and time limit allotted.
CLICK HERE TO JOIN Meeting ID: 966 9129 7246 Phone:1‐669‐900‐6833
Americans with Disability Act (ADA) It is the policy of the City of Palo Alto to offer its public
programs, services and meetings in a manner that is readily accessible to all. Persons with
disabilities who require materials in an appropriate alternative format or who require auxiliary
aids to access City meetings, programs, or services may contact the City’s ADA Coordinator at
(650) 329‐2550 (voice) or by emailing ada@cityofpaloalto.org. Requests for assistance or
accommodations must be submitted at least 24 hours in advance of the meeting, program, or
service.
2 Regular Meeting January 07, 2025
Materials related to an item on this agenda submitted to the Board after distribution of the agenda packet are
available for public inspection at www.CityofPaloAlto.org.
UTILITIES ADVISORY COMMISSIONSpecial MeetingTuesday, January 07, 2025Council Chambers & Hybrid6:00 PMUtilities Advisory Commission meetings will be held as “hybrid” meetings with the option toattend by teleconference/video conference or in person. To maximize public safety while stillmaintaining transparency and public access, members of the public can choose to participatefrom home or attend in person. Information on how the public may observe and participate in themeeting is located at the end of the agenda. Masks are strongly encouraged if attending inperson. T h e m e e t i n g w i l l b e b r o a d c a s t o n C a b l e T V C h a n n e l 2 6 , l i v e o nYouTube https://www.youtube.com/c/cityofpaloalto, a n d s t r e a m e d t o M i d p e n M e d i aCenter https://midpenmedia.org.VIRTUAL PARTICIPATION CLICK HERE TO JOIN (https://cityofpaloalto.zoom.us/j/96691297246)Meeting ID: 966 9129 7246 Phone: 1(669)900‐6833PUBLIC COMMENTSPublic comments will be accepted both in person and via Zoom for up to three minutes or anamount of time determined by the Chair. All requests to speak will be taken until 5 minutesafter the staff’s presentation. Written public comments can be submitted in advance toUACPublicMeetings@CityofPaloAlto.org and will be provided to the Council and available forinspection on the City’s website. Please clearly indicate which agenda item you are referencingin your subject line.PowerPoints, videos, or other media to be presented during public comment are accepted onlyby email to UACPublicMeetings@CityofPaloAlto.org at least 24 hours prior to the meeting. Oncereceived, the Clerk will have them shared at public comment for the specified item. To upholdstrong cybersecurity management practices, USB’s or other physical electronic storage devicesare not accepted.Signs and symbolic materials less than 2 feet by 3 feet are permitted provided that: (1) sticks,posts, poles or similar/other type of handle objects are strictly prohibited; (2) the items do notcreate a facility, fire, or safety hazard; and (3) persons with such items remain seated whendisplaying them and must not raise the items above shoulder level, obstruct the view orpassage of other attendees, or otherwise disturb the business of the meeting.TIME ESTIMATESListed times are estimates only and are subject to change at any time, including while themeeting is in progress. The Commission reserves the right to use more or less time on any item,to change the order of items and/or to continue items to another meeting. Particular items maybe heard before or after the time estimated on the agenda. This may occur in order to bestmanage the time at a meeting to adapt to the participation of the public, or for any other reasonintended to facilitate the meeting.CALL TO ORDER 6:00 PM – 6:05 PMAGENDA CHANGES, ADDITIONS AND DELETIONS 6:05 PM – 6:10 PMThe Chair or Board majority may modify the agenda order to improve meeting management.PUBLIC COMMENT 6:10 PM – 6:25 PMMembers of the public may speak to any item NOT on the agenda.APPROVAL OF MINUTES 6:25 PM – 6:30 PM 1.Approval of the Minutes of the Utilities Advisory Commission Meeting Held on December4, 2024UTILITIES DIRECTOR REPORT 6:30 PM – 6:45 PMNEW BUSINESS2.Purpose & Duties of the Utilities Advisory Commission (UAC) with Key Staff Roles &Responsibilities (Discussion 6:45 PM – 7:45 PM) Staff: Kiely Nose and Alan Kurotori3.Discussion on the Progress of the Grid Modernization Project (Discussion 7:45 PM – 8:15PM) Staff: Mohammad Fattah4.Recommendation to Council to Accept the City of Palo Alto One Water Plan (Action 8:15PM – 9:15 PM) Staff: Karla DaileyFUTURE TOPICS FOR UPCOMMING MEETING AND 12 – MONTH ROLLING CALENDARFebruary 5, 2025COMMISSIONER COMMENTS AND REPORTS FROM MEETINGS/EVENTSADJOURNMENTSUPPLEMENTAL INFORMATIONThe materials below are provided for informational purposes, not for action or discussion during UAC Meetings (Govt. Code
Section 54954.2(a)(3)).
INFORMATIONAL REPORTS
12‐Month Rolling Calendar
Public Letter(s) to the UAC
PUBLIC COMMENT INSTRUCTIONS
Members of the Public may provide public comments to teleconference meetings via email,
teleconference, or by phone.
1. W r i t t e n p u b l i c c o m m e n t s m a y b e s u b m i t t e d b y e m a i l t o
UACPublicMeetings@cityofpaloalto.org.
2. Spoken public comments using a computer will be accepted through the
teleconference meeting. To address the Council, click on the link below to access a Zoom‐
based meeting. Please read the following instructions carefully.
You may download the Zoom client or connect to the meeting in‐ browser. If using
your browser, make sure you are using a current, up‐to‐date browser: Chrome 30 ,
Firefox 27 , Microsoft Edge 12 , Safari 7 . Certain functionality may be disabled in
older browsers including Internet Explorer.
You may be asked to enter an email address and name. We request that you
identify yourself by name as this will be visible online and will be used to notify you
that it is your turn to speak.
When you wish to speak on an Agenda Item, click on “raise hand.” The Clerk will
activate and unmute speakers in turn. Speakers will be notified shortly before they
are called to speak.
When called, please limit your remarks to the time limit allotted. A timer will be
shown on the computer to help keep track of your comments.
3. Spoken public comments using a smart phone will be accepted through the
teleconference meeting. To address the Council, download the Zoom application onto
your phone from the Apple App Store or Google Play Store and enter the Meeting ID
below. Please follow the instructions B‐E above.
4. Spoken public comments using a phone use the telephone number listed below. When
you wish to speak on an agenda item hit *9 on your phone so we know that you wish to
speak. You will be asked to provide your first and last name before addressing the
Council. You will be advised how long you have to speak. When called please limit your
remarks to the agenda item and time limit allotted.
CLICK HERE TO JOIN Meeting ID: 966 9129 7246 Phone:1‐669‐900‐6833
Americans with Disability Act (ADA) It is the policy of the City of Palo Alto to offer its public
programs, services and meetings in a manner that is readily accessible to all. Persons with
disabilities who require materials in an appropriate alternative format or who require auxiliary
aids to access City meetings, programs, or services may contact the City’s ADA Coordinator at
(650) 329‐2550 (voice) or by emailing ada@cityofpaloalto.org. Requests for assistance or
accommodations must be submitted at least 24 hours in advance of the meeting, program, or
service.
3 Regular Meeting January 07, 2025
Materials related to an item on this agenda submitted to the Board after distribution of the agenda packet are
available for public inspection at www.CityofPaloAlto.org.
UTILITIES ADVISORY COMMISSIONSpecial MeetingTuesday, January 07, 2025Council Chambers & Hybrid6:00 PMUtilities Advisory Commission meetings will be held as “hybrid” meetings with the option toattend by teleconference/video conference or in person. To maximize public safety while stillmaintaining transparency and public access, members of the public can choose to participatefrom home or attend in person. Information on how the public may observe and participate in themeeting is located at the end of the agenda. Masks are strongly encouraged if attending inperson. T h e m e e t i n g w i l l b e b r o a d c a s t o n C a b l e T V C h a n n e l 2 6 , l i v e o nYouTube https://www.youtube.com/c/cityofpaloalto, a n d s t r e a m e d t o M i d p e n M e d i aCenter https://midpenmedia.org.VIRTUAL PARTICIPATION CLICK HERE TO JOIN (https://cityofpaloalto.zoom.us/j/96691297246)Meeting ID: 966 9129 7246 Phone: 1(669)900‐6833PUBLIC COMMENTSPublic comments will be accepted both in person and via Zoom for up to three minutes or anamount of time determined by the Chair. All requests to speak will be taken until 5 minutesafter the staff’s presentation. Written public comments can be submitted in advance toUACPublicMeetings@CityofPaloAlto.org and will be provided to the Council and available forinspection on the City’s website. Please clearly indicate which agenda item you are referencingin your subject line.PowerPoints, videos, or other media to be presented during public comment are accepted onlyby email to UACPublicMeetings@CityofPaloAlto.org at least 24 hours prior to the meeting. Oncereceived, the Clerk will have them shared at public comment for the specified item. To upholdstrong cybersecurity management practices, USB’s or other physical electronic storage devicesare not accepted.Signs and symbolic materials less than 2 feet by 3 feet are permitted provided that: (1) sticks,posts, poles or similar/other type of handle objects are strictly prohibited; (2) the items do notcreate a facility, fire, or safety hazard; and (3) persons with such items remain seated whendisplaying them and must not raise the items above shoulder level, obstruct the view orpassage of other attendees, or otherwise disturb the business of the meeting.TIME ESTIMATESListed times are estimates only and are subject to change at any time, including while themeeting is in progress. The Commission reserves the right to use more or less time on any item,to change the order of items and/or to continue items to another meeting. Particular items maybe heard before or after the time estimated on the agenda. This may occur in order to bestmanage the time at a meeting to adapt to the participation of the public, or for any other reasonintended to facilitate the meeting.CALL TO ORDER 6:00 PM – 6:05 PMAGENDA CHANGES, ADDITIONS AND DELETIONS 6:05 PM – 6:10 PMThe Chair or Board majority may modify the agenda order to improve meeting management.PUBLIC COMMENT 6:10 PM – 6:25 PMMembers of the public may speak to any item NOT on the agenda.APPROVAL OF MINUTES 6:25 PM – 6:30 PM 1.Approval of the Minutes of the Utilities Advisory Commission Meeting Held on December4, 2024UTILITIES DIRECTOR REPORT 6:30 PM – 6:45 PMNEW BUSINESS2.Purpose & Duties of the Utilities Advisory Commission (UAC) with Key Staff Roles &Responsibilities (Discussion 6:45 PM – 7:45 PM) Staff: Kiely Nose and Alan Kurotori3.Discussion on the Progress of the Grid Modernization Project (Discussion 7:45 PM – 8:15PM) Staff: Mohammad Fattah4.Recommendation to Council to Accept the City of Palo Alto One Water Plan (Action 8:15PM – 9:15 PM) Staff: Karla DaileyFUTURE TOPICS FOR UPCOMMING MEETING AND 12 – MONTH ROLLING CALENDARFebruary 5, 2025COMMISSIONER COMMENTS AND REPORTS FROM MEETINGS/EVENTSADJOURNMENTSUPPLEMENTAL INFORMATIONThe materials below are provided for informational purposes, not for action or discussion during UAC Meetings (Govt. CodeSection 54954.2(a)(3)).
INFORMATIONAL REPORTS
12‐Month Rolling Calendar
Public Letter(s) to the UAC
PUBLIC COMMENT INSTRUCTIONS
Members of the Public may provide public comments to teleconference meetings via email,
teleconference, or by phone.
1. W r i t t e n p u b l i c c o m m e n t s m a y b e s u b m i t t e d b y e m a i l t o
UACPublicMeetings@cityofpaloalto.org.
2. Spoken public comments using a computer will be accepted through the
teleconference meeting. To address the Council, click on the link below to access a Zoom‐
based meeting. Please read the following instructions carefully.
You may download the Zoom client or connect to the meeting in‐ browser. If using
your browser, make sure you are using a current, up‐to‐date browser: Chrome 30 ,
Firefox 27 , Microsoft Edge 12 , Safari 7 . Certain functionality may be disabled in
older browsers including Internet Explorer.
You may be asked to enter an email address and name. We request that you
identify yourself by name as this will be visible online and will be used to notify you
that it is your turn to speak.
When you wish to speak on an Agenda Item, click on “raise hand.” The Clerk will
activate and unmute speakers in turn. Speakers will be notified shortly before they
are called to speak.
When called, please limit your remarks to the time limit allotted. A timer will be
shown on the computer to help keep track of your comments.
3. Spoken public comments using a smart phone will be accepted through the
teleconference meeting. To address the Council, download the Zoom application onto
your phone from the Apple App Store or Google Play Store and enter the Meeting ID
below. Please follow the instructions B‐E above.
4. Spoken public comments using a phone use the telephone number listed below. When
you wish to speak on an agenda item hit *9 on your phone so we know that you wish to
speak. You will be asked to provide your first and last name before addressing the
Council. You will be advised how long you have to speak. When called please limit your
remarks to the agenda item and time limit allotted.
CLICK HERE TO JOIN Meeting ID: 966 9129 7246 Phone:1‐669‐900‐6833
Americans with Disability Act (ADA) It is the policy of the City of Palo Alto to offer its public
programs, services and meetings in a manner that is readily accessible to all. Persons with
disabilities who require materials in an appropriate alternative format or who require auxiliary
aids to access City meetings, programs, or services may contact the City’s ADA Coordinator at
(650) 329‐2550 (voice) or by emailing ada@cityofpaloalto.org. Requests for assistance or
accommodations must be submitted at least 24 hours in advance of the meeting, program, or
service.
4 Regular Meeting January 07, 2025
Materials related to an item on this agenda submitted to the Board after distribution of the agenda packet are
available for public inspection at www.CityofPaloAlto.org.
Item No. 1. Page 1 of 1
Utilities Advisory Commission
Staff Report
From: Alan Kurotori, Utilities Chief Operating Officer
Lead Department: Utilities
Meeting Date: January 7, 2025
Report #: 2412-3956
TITLE
Approval of the Minutes of the Utilities Advisory Commission Meeting Held on December 4,
2024
RECOMMENDATION
Staff recommends that the UAC consider the following motion:
Commissioner ______ moved to approve the draft minutes of the December 4, 2024 meeting
as submitted/amended.
Commissioner ______ seconded the motion.
ATTACHMENTS
Attachment A: 12-04-2024 UAC Minutes
AUTHOR/TITLE:
Kaylee Burton
Item #1
Packet Pg. 5
Utilities Advisory Commission Minutes Approved on: Page 1 of 22
UTILITIES ADVISORY COMMISSION MEETING
MINUTES OF DECEMBER 4, 2024 REGULAR MEETING
CALL TO ORDER
Vice Chair Mauter called the meeting of the Utilities Advisory Commission (UAC) to order at
6:02 PM.
Present: Vice Chair Mauter, Commissioners Croft, Gupta, Metz, and Tucher
Absent: Chair Scharff and Commissioner Phillips
AGENDA REVIEW AND REVISIONS
None
ORAL COMMUNICATIONS
1. Dave Warner encouraged the Commission to read his letter to the UAC that contained
data on the design drought and how it might relate to rates.
2. David Coale sent information to the UAC regarding grid modernization and
electrification, including an attachment from the CPUC that outlined two helpful ideas.
Mr. Coale suggested that the billing system show the maximum amount of current each
month or the total for the year, which would help customers make historical capacity
calculations and reduce unnecessary service panel upgrades. Most electrification of
homes could be done with a 100-amp panel and using the Watt Diet to make judicious
choices on appliances. It was costly and disruptive to upgrade underground areas and
place underground transformers aboveground. The whole-home electrification pilot
program could be set up to test these ideas and other advanced technologies.
Commissioner Tucher saw Mr. Coale’s letter in the packet and asked staff to comment. Dean
Batchelor, Director of Utilities, stated they were looking at panel sizes as they were working on
the first phase. To perform capacity calculations, customers in those areas were being asked if
they planned to add EV chargers, a heat pump water heater, or whole home. Aboveground 75
kVA transformers will probably be needed for the underground sections. Commissioner Tucher
wondered if there had been an increase of people upsizing their panels in Palo Alto, and if it
was because they needed to or if they were building overcapacity too soon. Mr. Batchelor
noted an uptick in 400-amp panels because customers wanted to put in dual chargers with fast
Item #1
Packet Pg. 6
Utilities Advisory Commission Minutes Approved on: Page 2 of 22
charge in their homes and wanted to add solar. Mr. Batchelor had seen an increase in people
who had 200-amp panels going to 400-amp panels. Mr. Batchelor had not seen many first
adopters wanting to change their 100-amp panel.
APPROVAL OF THE MINUTES
ITEM 1: ACTION: Approval of the Minutes of the Utilities Advisory Commission Meeting Held on
November 6, 2024
ACTION: Commissioner Gupta moved to approve the UAC draft meeting minutes of November
6, 2024, as amended by Commissioners Croft and Tucher.
Item #1
Packet Pg. 7
Utilities Advisory Commission Minutes Approved on: Page 3 of 22
The motion carried 5-0 with Vice Chair Mauter, Commissioners Croft, Metz, Gupta, and Tucher
voting yes.
UTILITIES DIRECTOR REPORT
Dean Batchelor, Director of Utilities, delivered the Director's Report.
Hanover Substation Upgrades: Over the past year, CPAU partnered with Tesla to upgrade
electrical equipment at the Hanover Substation. The City and Tesla agreed to split the cost in
half. The City was waiting to receive final invoices from Tesla. Substation upgrades were needed
to replace aging infrastructure and increase electrical capacity to facilitate the City’s
electrification initiatives, benefitting all utility users as well as meeting Tesla’s energy needs.
The project was completed on schedule. The Hanover Substation was commissioned and ready
for service in October 2024.
Hydroelectric Update: Last month, the atmospheric river event brought a large amount of
precipitation. Reservoir levels remain mostly above average. The City’s hydroelectric resources
were projected to produce slightly more than the long-term average.
New BAWSCA CEO: Tom Smegal was appointed on December 1 as Chief Executive
Officer/General Manager of Bay Area Water Supply and Conservation Agency (BAWSCA). Mr.
Smegal had 27 years of experience at California Water Service (Cal Water), including roles of
Vice-President, Chief Financial Officer and Treasurer.
Low Carbon Fuel Standards (LCFS) Update: In 2024, the California Air Resources Board (CARB)
voted to approve amendments to the LCFS program. Changes to the LCFS regulations were
expected to have a neutral impact on CPAU because while it would reduce the total distribution
of credits among recipients, the anticipated increase of EV adoption for CPAU’s service area
would increase the overall volume of credits we receive.
Cap-and-Trade Update: The California Air Resources Board (CARB) was expected to release
draft amendments to the Cap-and-Trade program in 2024 but was now expected to do so in the
first quarter of 2025. CPAU’s Cap-and-Trade allowances were expected to decrease in 2026
through 2030 but the impact on revenue is unknown until the draft language is released. The
general consensus was that the Legislature would reauthorize the Cap-and-Trade program past
2030.
Smart Energy Provider Award: Earlier this year, CPAU was honored with the American Public
Power Association’s (APPA) Smart Energy Provider Award. Mr. Batchelor showed the award
plaque and expressed his pride in CPAU for winning this distinguished award.
Video Shorts about CPAU’s Work: Mr. Batchelor played three videos that were part of an
ongoing endeavor to highlight CPAU's work in the community to deliver safe and reliable
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utilities services. The videos were titled Electric Grid Modernization, Water Main Replacement
Project #29, and Gas Main Replacement Project #24B.
NEW BUSINESS
ITEM 2: DISCUSSION: Utilities Annual Report for Fiscal Year 2024 (FY24); Karla Dailey and Dave
Yuan
ACTION: None
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Utilities Advisory Commission Minutes Approved on: Page 5 of 22
ITEM 3: DISCUSSION: The Time-of-Use Electric Rates; Micah Babbitt
There were no public comments on this agenda item.
Micah Babbitt, Senior Resource Planner, explained that time-of-use (TOU) rates were a pricing
structure for electricity that varied based on the time of day. Typically, TOU rates sent price
signals to customers when energy was lower during off-peak times and higher during peak
demand times when you want to reduce usage to reduce stress on the grid.
For over 20 years, CPAU had voluntary TOU rates for E-4 and E-7 customer classes but only one
E-7 customer was enrolled. CPAU did not market TOU rates to E-4 or E-7 customers. CPAU
never offered TOU rates to E-1 or E-2 customer classes because customers did not have smart
meters to monitor energy usage on an hourly or more frequent basis. CPAU had over 26,000
residential meters, accounting for approximately 20 percent of Palo Alto’s energy usage. Over
80 percent of Palo Alto’s energy usage was from E-4 and E-7 rate classes.
Approximately 150 residential customers enrolled in TOU rates during the smart grid pilot and
TOU pilot between 2013 and 2017. CPAU saw a small shift of customers moving their usage
from on-peak to off-peak hours. Palo Alto’s moderate, stable climate is reflected in the way our
customers use electricity.
The billing system needed to be upgraded to reflect TOU rates on monthly statements to
customers. The MyCPAU customer portal was upgraded to enable customers who have smart
meters to see their hourly usage data. MyCPAU was undergoing further testing and
improvements. Additional upgrades to MyCPAU were anticipated to be completed by the
middle of 2025. Next steps include TOU rate design and Council adoption. During the last rate
cycle, a cost-of-service study was completed that included 50-80 percent of the analysis to
support a TOU rate. Since then, more analysis has been completed on TOU rates.
By December 2024, completion of AMI installation for 90 percent of residential customers was
expected. It was expected that the remaining 10 percent that had obstructions or meter
problems would be addressed by December 2025. Commercial meters were expected to be
completed by May 2025, pending delivery of some meters.
MyCPAU Phase I imported hourly usage data from the meter data management system. Phase
II would include improvements for Net Energy Metering (NEM) and non-solar customers.
Last fiscal year, TOU rates were updated for E-4 and E-7 customer classes, which included new
time periods as well as the addition of a peak demand charge and customer charge to reflect
the cost of service. In July 1, 2026, an optional early-adopter TOU rate will be offered. The draft
rate schedule and supporting analysis will be available at the March 2025 UAC meeting. In FY
2027, TOU rates would be implemented for all residential customers. Staff may consider
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Utilities Advisory Commission Minutes Approved on: Page 6 of 22
offering TOU rates to the E-2 customer class. A table of Draft E-1 (Residential) Time-of-Use
Periods was shown with peak hours 4 PM to 9 PM, off peak 9 PM to 4 PM.
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Utilities Advisory Commission Minutes Approved on: Page 7 of 22
their energy needs internally but SMUD had to go to the market during the peak summer
months. Solar was mostly available when the sun was shining, so there were higher costs in the
evening. Palo Alto had deep hydro resources, so less variation in TOU rates was expected.
Commissioner Croft suggested incentivizing some parts of the off-peak period to provide a price
signal to encourage people to use cleaner energy. Commissioner Croft wanted to see a graph of
the price of energy to the City of Palo Alto by hour, by season. Mr. Babbitt expected to have an
attachment in the March financial plan that would address Commissioner Croft’s request.
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Utilities Advisory Commission Minutes Approved on: Page 8 of 22
Members, and the UAC wanting TOU. Part of the motivation for installing AMI was offering
more advanced rate designs. Voluntary TOU rates allowed commercial customers to control
their costs by shifting their energy. Commercial rates were a combination of kilowatt hours,
demand charges, and customer charges, which varied based on the customer usage profile.
During the pilot, the cost difference between the peak and off-peak periods was about $0.055.
Based on the current analysis, the preliminary difference could potentially be as much as $0.07.
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Utilities Advisory Commission Minutes Approved on: Page 9 of 22
because it would send better price signals; however, since it was a more advanced rate design,
it would not happen next fiscal year and probably not the following fiscal year. Vice Chair
Mauter suggested presenting data on peak demand now so people could familiarize themselves
with this alternative set of metrics for consumption. Mr. Yuan stated that staff had discussed
internally whether to show peak demand on the bill because it could cause confusion for
customers since it was not being billed, and the pricing had not been planned or designed yet,
which would result in more calls to the call center. Staff planned to start showing peak demand
next year on the portal. Mr. Babbitt said that customers could see their hourly data and
approximate their peak demand over a 24-hour period. Vice Chair Mauter encouraged staff to
not ask customers to approximate anything. The bill could contain definitions of billing terms.
Vice Chair Mauter saw it as an opportunity to do our best to educate customers not only about
electric utility rates but also on the goals of S/CAP and the benefits to the affordability goals we
have as a utility.
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Commissioner Croft wondered why people had not signed up for TOU rates and how or who
communicated our programs especially to larger commercial customers. Mr. Babbitt replied
that key account reps were assigned to the largest customers. One of the primary reasons that
voluntary TOU rates were not marketed was because both standard and TOU rates were cost
based. Staff was more focused on setting rates to recover the revenue needed to run the
business and less focused on marketing a specific rate. Staff had conversations with some key
accounts that had expressed interest in TOU rates but those accounts ultimately did not adopt
TOU. You need to control your energy usage to benefit from TOU rates and many businesses
were not interested in making those changes. Dean Batchelor, Director of Utilities, stated the
main reason why staff was not marketing TOU rates was because of the billing system. CSRs go
through a long process to manually generate monthly bills for TOU customers, so staff had not
been asked to add more customers. After TOU billing is automated, then staff could market it
to all customers. Commissioner Croft suggested that the marketing team identify compelling
reasons for customers to sign up for programs, which required analysis to provide scenarios
depicting the benefits for customers. A sales team could then use that information to
encourage people to move to TOU as well as maybe promote S/CAP items.
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Utilities Advisory Commission Minutes Approved on: Page 11 of 22
lot of studies embedded in the Reliability and Resiliency Plan that may look at optimization,
generation, storage, and vehicle to grid. Vice Chair Mauter asked staff to notify the UAC of any
analysis that was planned but not yet available by next month to address the Commission’s
concerns.
ACTION: None
ITEM 4: DISCUSSION: Preliminary Fiscal Year 2026 Utilities Financial Forecast and Rate
Projections; Lisa Bilir
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Utilities Advisory Commission Minutes Approved on: Page 12 of 22
over time. Financially, it was a good FY 2024, largely driven by greater hydro generation. A lot
of surplus Resource Adequacy (RA) and Renewable Energy Credits (RECs) were monetized. The
hydro stabilization reserve was repaid to its target level of $17½ million. In FY 2025, the Electric
Special Projects Reserve will be fully repaid. Wholesale supply revenues will start to decrease
over the coming years. Some surplus RA and RECs were anticipated to decrease later in the
forecast period, so the rate increases were partially making up for it.
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Utilities Advisory Commission Minutes Approved on: Page 13 of 22
plan was to bond finance a lot of the grid modernization investment, Mr. Babbitt reflected the
debt service as a cost in this chart as opposed to the expenditure amount of grid modernization
in any given year. In 2025, the chart showed a large capital expenditure; however, it showed
zero capital expenditure in 2026 because of the anticipated bond financing. Capital expenditure
funded by a bond does not show up as a cost in this chart.
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Utilities Advisory Commission Minutes Approved on: Page 14 of 22
Vice Chair Mauter asked how electrification was incorporated in the revenue projections. Ms.
Bilir replied that a consultant performed two forecasts, one with and one without
electrification. Staff selected the electrification scenario for this forecast. The regression
analysis accounted for a declining number of metered customers. The overall forecast was a
declining amount of approximately 0.8 percent per year. A detailed analysis by customer class
was performed.
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Utilities Advisory Commission Minutes Approved on: Page 15 of 22
and beyond. Funds from the water CIP reserve will be utilized in 2026 and then brought back up
to within the guideline range.
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Utilities Advisory Commission Minutes Approved on: Page 16 of 22
rate increase from 14 percent to 10 percent represented about $4 million. Mr. Batchelor spoke
with the engineering group about looking for synergies. For example, instead of replacing a
water main this year, the gas main in three years, and the wastewater line in four years, replace
water, gas, and wastewater mains in a neighborhood during one period of time, and coordinate
with the Public Works Department when they are repaving. Maybe there were cost savings for
trench fees to open up streets. Maybe when doing underground portions, some fiber conduit
could be placed at the same time. Vice Chair Mauter knew of several companies that were
trying to streamline this process, so she encouraged staff to consider making use of new digital
tools for utility mapping and coordination if they were relevant.
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Utilities Advisory Commission Minutes Approved on: Page 17 of 22
wastewater utility, a 1 percent rate increase was $200,000, so a small change in operating cost
could have a big impact on rates. For the water utility, a 1 percent rate increase was equivalent
to a $450,000 increase in operating cost.
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Utilities Advisory Commission Minutes Approved on: Page 18 of 22
Utility deferred approximately half a million dollars of lateral replacement that was going to be
done in the current year. To recover funds for those projects and proceed with the main
replacement in 2026, rates needed to increase by 60 percent, followed by a 10 percent rate
reduction the following year. Therefore, staff proposed deferring needed capital investment to
mitigate the impact on rates. This forecast included grant funding awarded from Valley Water
for the treatment plant. About $11.2 million of grant funding will go to Palo Alto residents and
businesses to offset treatment costs. The treatment plan received low-interest loans from the
State revolving fund for a secondary treatment project. Neighboring communities faced similar
pressures to rebuild their treatment plants or have already rebuilt their treatment plants.
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Utilities Advisory Commission Minutes Approved on: Page 19 of 22
Permit adopted by the State this year. The City of Palo Alto was about to start Year 2 of a five-
year construction on a $193 million secondary treatment project, which cost was built into the
rates. The City secured a low-interest rate from the State to pay for the project.
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Commissioner Croft was curious to see the charts going back five more years to see the
trajectory before COVID.
Commissioner Gupta asked how costs were apportioned between residential and commercial.
Ms. Bilir replied that a detailed analysis was done with the cost-of-service study in 2021, and
the consultant helped to approximate how much was for residential, commercial, and
restaurant. Ms. Bilir offered to send Commissioner Gupta a link to the study if he was
interested in seeing more details.
Commissioner Tucher inquired if there had been consideration to the size of the house or
number of residents instead of all households paying a monthly charge of $55.93. Ms. Bilir was
not aware of any previous discussion on variable billing but the UAC could ask staff to consider
it as part of the next cost-of-service study.
Vice Chair Mauter recommended allowing ample time to address questions and concerns,
maybe having multiple meetings with UAC Finance Subcommittee beginning in early 2025 if
possible.
ACTION: None
FUTURE TOPICS FOR UPCOMING MEETING ON JANUARY 7, 2025 AND REVIEW OF THE 12-
MONTH ROLLING CALENDAR
Vice Chair Mauter acknowledged that Commissioner Tucher wanted a follow-up on the water
discussion from last month and to have a communications strategy update. Karla Dailey,
Assistant Director of Utilities, Resource Management Division, confirmed a discussion on One
Water was on the agenda for January of 2025.
Vice Chair Mauter was concerned about the feasibility of addressing the five items scheduled
for the UAC meeting in January but it could be discussed in the planning meeting and identify
which items were of higher priority.
Commissioner Tucher recommended sending a letter as soon as possible to the incoming
president of BAWSCA to invite him to the UAC to answer questions. Commissioner Tucher
wanted to ask the following questions: What data was SFPUC using to create the design
drought? What were the merits of taking the eighth year out of the model for the drought
scenario? Why choose this timeframe? What are the impacts on rates if water sales are less
than projected? What does BAWSCA do to monitor CapEx projects at SFPUC for alt water? Vice
Chair Mauter asked what would be included in the One Water discussion and if there were any
action items. Vice Chair Mauter suggested giving BAWSCA President Tom Spiegel a couple of
months to settle in and maybe have a meeting with Tom Spiegel and the Council-appointee to
BAWSCA (Mayor Stone) and any interested Council Members. Commissioner Tucher agreed
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with Vice Chair Mauter’s idea. Vice Chair Mauter will follow up offline and will bring it up in the
planning meeting. Vice Chair Mauter thought outreach through Council was more appropriate
than through the UAC. Alan Kurotori, Utilities Chief Operating Officer, concurred with Vice Chair
Mauter. Vice Chair Mauter will set up a meeting with Mayor Stone to brief him on the UAC’s
questions to BAWSCA.
COMMISSIONER COMMENTS and REPORTS from MEETINGS/EVENTS
ADJOURNMENT
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Utilities Advisory Commission Minutes Approved on: Page 22 of 22
Commissioner Tucher seconded the motion.
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Item No. 2. Page 1 of 1
Utilities Advisory Commission
Staff Report
From: Alan Kurotori, Utilities Chief Operating Officer
Lead Department: Utilities
Meeting Date: January 7, 2025
Report #: 2412-3950
TITLE
Purpose & Duties of the Utilities Advisory Commission (UAC) with Key Staff Roles &
Responsibilities
RECOMMENDATION
This is a study session with the Utilities Advisory Commission (UAC). No action is required.
BACKGROUND
The Palo Alto City Council created a Utilities Advisory Commission composed of seven members
who shall be appointed by and serve at the pleasure of the city council, but who shall not be
council members, officers or employees of the city. Each member of the commission shall be a
utility customer or the authorized representative of a utility customer. Six members of the
commission shall at all times be residents of the city. (Ord. 5047 § 1 (part), 2009: Ord. 4027 § 1
(part), 1991)
This is a study session with the Utilities Advisory Commission about purposes, duties, core
responsibilities, stewardship of Utilities Department functions, and update on Utilities
Department executive leadership staff.
ATTACHMENTS
Attachment A: Presentation
AUTHOR/TITLE:
Alan Kurotori, Utilities Chief Operating Officer
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JANUARY 7, 2025 www.cityofpaloalto.org/utilities
UTILITIES ADVISORY COMMISSION (UAC) STUDY SESSION:
Purpose & Duties of the UAC, Key
Staff Roles & Responsibilities
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2
City of Palo Alto Municipal Code Chapter 2.23
2.23.050 Purposes and duties.
(a)The purpose of the utilities advisory commission shall be to advise the city
council on present and prospective long-range planning and policy and major
program and project matters relating to the electric utility, gas utility, water utility,
wastewater collection utility, fiber optics utility and recycled water matters, excluding
daily operations.
PURPOSE OF THE UAC
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3
City of Palo Alto Municipal Code Chapter 2.23
(1)Advise the city council on long-range planning and policy matters pertaining to:
(A)Development of the electric utility, gas utility, water utility, wastewater collection
utility, fiber optics utility, and the recycled water resource;
Examples:
- Electric Grid Modernization Project
- Fiber-to-the-Premises
- One Water Plan
- Advanced Metering Infrastructure (AMI)
PURPOSE OF THE UAC Item #2
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4
City of Palo Alto Municipal Code Chapter 2.23
(B)Joint action projects with other public or private entities which involve, affect or impact
the utility;
Examples:
- Agreement with Valley Water for Advanced Recycled Water Treatment Facility
- Northern California Power Agency (NCPA) programs and services master agreement
(C)Environmental aspects and attributes of the utility;
(D)Water and energy conservation, energy efficiency, and demand side management;
Examples:
- Demand Side Management (DSM) programs, WaterSmart Home Water Reports
PURPOSE OF THE UAC Item #2
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5
City of Palo Alto Municipal Code Chapter 2.23
(2)Review and make recommendations to the city council on the consistency with adopted
and approved plans, policies, and programs of any major electric utility, gas utility, water
utility, wastewater collection utility, fiber optics utility, or the recycled water resource;
Examples:
- Time-of-Use Rates
- Carbon Neutral Energy Portfolio and Renewable Energy Certificates (RECs)
- Tier 2 Water Allocation
- Wildfire Mitigation Plan
- UAC Workplan
PURPOSE OF THE UAC Item #2
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6
City of Palo Alto Municipal Code Chapter 2.23
(3)Formulate and review legislative proposals regarding the utility;
(4)Review the utility capital improvement programs, operating budgets and related
reserves, and rates, and thereafter forward any comments and recommendations to
the finance committee or its successor;
Examples:
- Large Capital Improvement Programs, Budget and Schedules
- Utilities Financial Plans and Rates
- Residential Billing Discounts
- Fiber Rates and Packages
(5)Provide advice upon such other matters as the city council may from time-to-time
assign.
PURPOSE OF THE UAC Item #2
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7
UTILITIES DEPARTMENT STAFF PHOTO
AUGUST 2024
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8
UTILITIES DEPARTMENT
Department:
268 staff, 51 FTEs or 19% vacancies
Administration
•25 staff, 3 vacancies (12%)
Customer Support Services
•23 staff, 5 vacancies (22%)
Resource Management
•24 staff, 2 vacancies (8%)
Electric-Fiber Utility
•105 staff, 31 vacancies (30%)
Water-Gas-Wastewater Utility
•91 staff, 10 vacancies (11%)
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9
Utilities Department
Management Utilities Director
Chief Operating Officer
Alan Kurotori Strategic Business Manager
Dave Yuan
Customer Support Services
Assistant Director
Tom Auzenne
Resource Management
Assistant Director
Karla Dailey
(Acting) Electric
Assistant Director
Jorge Silva
Water-Gas-Wastewater
Assistant Director
Matthew Zucca
Communications Manager
Catherine Elvert
(Acting) Fiber Optics
Assistant Director
Darren Numoto
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10
Utilities Director
•City Hall Governance
•Financial Planning and Oversight
•Contract Administration
•Advocacy
•Human Resources
•Legislative Affairs: Northern California
Power Agency, California Municipal
Utilities Association
UTILITIES EXECUTIVE LEADERSHIP
Utilities Chief Operating Officer
•Engineering and Operations
•Capital Planning, Budgeting,
Implementation
•Regulatory and Technical Compliance
•Utilities Safety and Emergency
Response
•Legislative Affairs: California Municipal
Utilities Association
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Strategic Business Manager
•Utilities Strategic Planning
•Budget Management: Staffing
•Technology and IT System Projects
•Dark fiber optics & fiber internet services
•MyCPAU online account platform
•Advanced Metering Infrastructure
•Outage Management System
•Enterprise Resource Planning (ERP): Utilities
Billing & SAP
11
Assistant Director, Resource Management
•Electric, Gas, Water Supply and Transmission
Portfolios
•Carbon neutral energy, renewable energy
•Water demand forecasting, One Water
Plan
•Financial Planning and Rates
•Customer Programs for Environmental
Sustainability
•Demand side management, electrification
•Legislative and Regulatory Affairs
•Key Account Customer Relations
•Electric demand load forecasting,
customer support
UTILITIES FINANCIAL & RESOURCE MANAGEMENT
Ribbon cutting for a new utility-scale solar
array as part of a power purchase agreement
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12
UTILITIES ADMINISTRATION MANAGEMENT
Assistant Director, Customer Support
Services
•Customer Service Call Center
•Primary point of contact for
customers by phone, email, online
•Utility Billing
•Account Management
•MyCPAU online bill pay
•Credit and Collections
•Meter Reading
Communications Manager
•Public & Media Relations
•Customer satisfaction, education, marketing
•Internal Communications
•Emergency & Crisis Communications
•E.g.power outages & disruptions
•Regulatory Compliance
•Safety, public information sharing, public
records
•External Partners Coordination
Utilities
Customer
Service Call
Center Staff
Attending
Community
Earth Day
Festival
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13
Assistant Director, Water-Gas-Wastewater
Utilities
•Engineering and Operations
•Emergency Response
•Water-Gas-Wastewater Collection System
•Maintenance and construction
•Capital improvement projects
•System monitoring and operations
•Customer Service (Field Visits)
•Water and Gas Metering
UTILITIES ENGINEERING AND OPERATIONS
Water-Gas-
Wastewater Crew
showing water
leak repair at
the Municipal
Services Center
(MSC)Open House
Assistant Director, Electric Utility
•Engineering and Operations
•Electric System
•Grid Modernization Project
•Maintenance and construction
•Monitoring and operations
•Outage Management System (OMS) &
emergency response
•Customer Service (Field Visits)
•Electric Metering
Electric
Operations
Linepersons
demonstrating
emergency
response at the
MSC Open House
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14
•Utilities Financial Forecasts and Rate Changes
•Electric Grid Modernization
•Fiber-to-the-Premises
•Fiber Rates/Packages
•Advanced Metering Infrastructure
•Tier 2 Water Allocation
•One Water Plan
•Wildfire Mitigation Plan
•Technology Enhancements
•Resiliency
•Workforce Recruitment, Retention
•Customer Programs Updates
•Legislative Initiatives
•Council Priorities
UAC WORK PLAN – 12 MONTH CALENDAR
Shiloh Wind Farm in Solano County, one of
CPAU’s early renewable energy projects
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Questions and Answers, Discussion
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Item No. 3. Page 1 of 1
Utilities Advisory Commission
Staff Report
From: Alan Kurotori, Utilities Chief Operating Officer
Lead Department: Utilities
Meeting Date: January 7, 2025
Report #: 2412-3847
TITLE
Discussion on the Progress of the Grid Modernization Project
RECOMMENDATION
Staff is presenting an update to the Utilities Advisory Commission on the progress of the grid
modernization project. No action is required.
ATTACHMENTS
Attachment A: Presentation
AUTHOR/TITLE:
Alan Kurotori, Utilities Chief Operating Officer
Staff: Mohammad Fattah, Electric Engineering Manager
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Electric Grid Modernization Project
Update for the Utilities Advisory Commission (UAC)
January 7, 2025
www.cityofpaloalto.org/utilities
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2
•Pilot and Phase 1 Project Overview
•Grid Modernization Project Timeline
•Pilot Project Status
•Pilot Lessons Learned
•Next Steps
Agenda
A heavy crane with a tall boom
lifts a 45-Foot pole to replace a
Deteriorated backyard pole
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3
•Pilot Project – A small-scale Pilot Project consisting
of 908 homes to test the feasibility, time, cost, risk,
and performance of various materials and
processes and to identify any potential issues
before a full-scale rollout.
•Phase 1 Project – 6,784 homes in a City-wide
project to replace power poles, transformers, and
secondary wire, to increase capacity and improve
reliability, and to support additional electric
demand.
•Project Timeline – 2026
Pilot and Phase 1 Project Overview
GMOD Phase 1
6,784 Homes
GMOD Pilot
908 Homes
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1
Grid Modernization Project Timeline
Phase Scope Council
Approval
Construction
Start
In Service
Date
2024 2025 2026 2027 2028 2029 2030 2031 2032
1 OH Distribution 2024 2025 2026
2 OH Distribution 2025 2026 2027
3 OH Distribution 2026 2027 2028
4 East Meadow
Substation
2026 2027 2028
5 Colorado
Substation
2026 2028 2029
6 UG Distribution 2027 2028 2029
7 UG Distribution 2028 2029 2030
8 Colorado
Substation
2028 2029 2030
9 Hansen Way
Substation
2030 2031 2032
10 Feeder
Optimization
2030 2031 2032
City Council Approval
Task Duration
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5
•Pilot Project Status – To-date more than 400
homes (close to 50%) in the Pilot Project area
have been completed.
•Community Outreach – The City of Palo Alto
Utilities (CPAU) communicates directly with
customers both, through US mail, as well as email,
in the construction area to inform them of the
work and what to expect.
•Estimated Pilot Project Completion Date –
February/March 2025
Pilot Project Status
An example of a pole
before and after
replacement
showing tree
trimming andnew
fiberglass crossarms.
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6
•Materials Procurement – Standardize and diversify supplier pool,
pre-order long-lead time items in advance of construction
(transformers – 2 years, wire - 1 year, poles – 6 months)
•Construction Contracts – Diversify supplier pool and negotiate
strong contracts.
•Project Schedules – Clear goals, realistic deadlines, and active
monitoring of progress.
•Change Requests – Minimize change requests through detailed
scopes of work, thorough documentation, and contingency
planning.
Pilot Lessons Learned
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7
•Distribution System Planning – Analyze the City’s electric loads and determine
optimal routes and number of customers for each of the electric distribution
feeders
•Design and Engineering – Finalize the scope of work for each phase and begin
the Request for Proposal (RFP) process for electric distribution construction work.
•Public Bid Construction Contracts – Analyze bids and award contracts with
engineering and construction firms and prepare construction work order
packages.
•Construction Inspection – Analyze bids and award contracts with construction
management firms and assign construction inspectors to oversee construction
projects.
Next Steps
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7
•Project Progress – Establish annual updates on communicating capital
project progress to the UAC.
Next Steps
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8
Questions & Answers
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Utilities Advisory Commission
Staff Report
From: Dean Batchelor, Director Utilities
Lead Department: Utilities
Meeting Date: January 7, 2025
Report #: 2407-3234
TITLE
Recommendation to Council to Accept the City of Palo Alto One Water Plan
RECOMMENDATION
This item is for discussion and action is requested to recommend to the City Council to accept
the City of Palo Alto One Water Plan.
EXECUTIVE SUMMARY
The One Water Plan (OWP) presents a vision and achievable path toward meeting the City’s
long-term water supply and water conservation goals by identifying alternatives for the City
that, if implemented, may mitigate the impact of future water supply uncertainties such as
severe multi-year drought, changes in climate, water demand, and regulations.
The OWP compares potential water supply and water conservation portfolios given the City’s
weighted evaluation criteria, and provides an initial analysis of alternatives and a framework
within which Council can make decisions now and in the future about which types of projects
the City may want to explore further. Additionally, this work effort developed an excel-based
tool that staff can use to evaluate and prioritize water supply and water conservation
portfolios. Palo Alto can use these flexible planning tools now and to adjust its overall water
supply strategy as the future unfolds, conditions change and uncertainties are resolved. The
OWP water supply and conservation options and the resulting portfolios that scored highest
given the rough cost estimates and evaluation criteria include:
•Portfolio A – Baseline: Existing potable water supply from the Hetch Hetchy Regional
Water System (RWS);
•Portfolio B – Baseline with enhanced water conservation;
•Portfolio C: Baseline with enhanced conservation plus desalinization;
•Portfolio D: Baseline with enhanced conservation plus groundwater;
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•Portfolio E: Baseline with enhanced conservation plus Palo Alto-operated Direct Potable
Reuse (DPR);
•Portfolio F: Baseline with enhanced conservation plus Palo Alto-operated Indirect
Potable Reuse (IPR); and
•Portfolio G: Baseline with enhanced conservation Regional DPR.
The OWP scored these portfolios relative to each other, however, before Council approves any
water supply or conservation project, additional studies or analysis would be necessary to
determine the need for additional supplies or conservation as well as project feasibility,
including more fully-developed cost estimates and funding sources.
PROJECT DESCRIPTION
In June 2022, Council approved a contract with Carollo Engineers to develop the OWP (Staff
Report 134341). City staff from the Public Works and Utilities Departments closely collaborated
and worked with the consulting team to develop the attached OWP.
BACKGROUND
One of the City Council’s priorities for 2024 is Climate Change and Natural Environment –
Protection and Adaptation. The attached OWP fulfills a key action in the City’s Sustainability
and Climate Action Plan (S/CAP) and identifies possible alternatives for meeting the
community’s water needs in the future.
Palo Alto’s Sustainability and Climate Action Plan (S/CAP) was completed in 2023, and it
includes two water-specific goals:
1.Reduce Palo Alto’s potable water consumption by 30% compared to a 1990 baseline
(subject to refinement based on forthcoming California water efficiency standards
expected in 2025.
2.Develop a water supply portfolio which is resilient to droughts, changes in climate,
and water demand and regulations, that supports the City’s urban canopy.
Two of the key actions supporting these goals are satisfied by the OWP: 1) Develop and
implement projects that result from a “One Water” portfolio of alternative water supply and
water conservation options for Palo Alto, including but not limited to: stormwater, recycled
water, on-site-reuse, conservation and groundwater, and 2) develop a tool for dynamic water
planning in the future.
“One Water" is an integrated approach to water management that views all forms of water –
imported water, groundwater, wastewater, stormwater, water conservation and efficiency and
1 Staff Report 13434 https://recordsportal.paloalto.gov/Weblink/DocView.aspx?id=81683
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more - as interconnected resources. The specific purpose of the OWP for the City of Palo Alto is
to present a 20-year, adaptable roadmap of prioritized alternatives, aggregated into water
supply portfolios, that establish a vision and achievable path toward meeting the City’s water
supply and water conservation goals.
ANALYSIS
The OWP provides a comprehensive list of water supply and water conservation options
(“options”) including input from stakeholders. This list of 27 options is available on the City’s
website.2 The OWP analyzed this initial list of options in a high-level pre-screening process that
resulted in 15 remaining options. The OWP then applied three screening criteria to the 15
options and narrowed down the number to nine. For those nine options, the OWP developed
planning-level cost estimates and applied a comprehensive evaluation process using four
evaluation criteria including unit cost as well as non-cost criteria. The OWP then assembled
seven water supply and water conservation portfolios (“Portfolios”) named Portfolio A through
Portfolio G that include groups of top scoring options. The following is a list and a brief
description of the seven portfolios.
Portfolio Descriptions
•Portfolio A – Baseline: Portfolio A represents the baseline portfolio which is the City’s
existing potable water supply from the Hetch Hetchy Regional Water System (RWS) and
serves as the benchmark for comparing other potential portfolios.
•Portfolio B – Enhanced Conservation Phase 1 and 2: Portfolio B builds on Portfolio A
with the addition of Enhanced Conservation Phase 1 and Phase 2, each encompassing a
series of targeted water conservation measures. Enhanced Conservation Phase 1
includes measures that are easier and less costly to implement while Enhanced
Conservation Phase 2 consists of more challenging and more costly measures. Table 1
shows the difference between conservation measures already planned for
implementation and the Enhanced Conservation measures contemplated in this OWP.
2 Comprehensive list of 27 water supply and water conservation options for Palo Alto:
https://recordsportal.paloalto.gov/Weblink/DocView.aspx?id=61414
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Table 1: Ongoing and Planned Conservation versus Enhanced Conservation Phases 1 and 2
Each portfolio C through G includes Enhanced Conservation Phase 1 and Phase 2 measures, plus
one local water supply infrastructure project, with the remainder of the water supplied by the
RWS.
•Portfolio C adds a Bay Water Desalination plant that would supply 4,480 acre feet per
year of water during a normal year.
•Portfolio D adds groundwater. Under this portfolio, the City would equip two of the
existing emergency supply wells with treatment facilities and convert these from
emergency supply to regular potable use. The wells would provide 2,250 acre feet (af)
per year of water supply during a normal year. Notably, Valley Water’s 10-year
projection anticipates that the groundwater production charge will more than double
from the 2023 rate of $1,724/af to $4,147/af by 2032, reflecting approximately 9.5
percent annual escalation. Valley Water expects this increase to primarily pay for critical
capital program needs including water treatment plant upgrades and dam seismic
retrofit work. For reference, SFPUC’s expected rate in 2032, assumed in the OWP, is
$2,630/af.
•Portfolio E adds a Palo Alto Direct Potable Reuse (DPR) facility that would supply 4,723
acre feet per year of water during a normal year.
•Portfolio F adds a Palo Alto Indirect Potable Reuse (IPR) water purification facility with
groundwater injection wells. This Indirect Potable Reuse facility would supply 5,150 acre
feet per year of water supply during a normal year.
•Portfolio G adds a Regional DPR water purification facility constructed by Valley Water
and located in Palo Alto instead of a dedicated Palo Alto DPR facility. The estimated
water supply from this facility for Palo Alto is 1,769 acre feet per year during a normal
year.
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Figure 1 illustrates the water supply and demand for each portfolio during a normal year in
2045.
Figure 1: Normal Year Supply and Demand Analysis by Portfolio in 2045
The OWP calculates a weighted average unit cost for each portfolio considering the volume of supply
from each water supply source during a normal year. Table 1 shows the weighted average unit cost for
each portfolio in 2023 dollars and 2045 dollars. The cost estimates generated for the OWP are planning-
level or order-of-magnitude cost estimates with a typical estimating accuracy of -50% to +100% due to
limited level of project information often coupled with significant uncertainties at this planning stage. The
weighted average unit costs are calculated based upon these cost estimates and are not rounded for
consistency across the OWP and appendices.
Table 2 – Estimated Weighted Average Unit Cost of Water for Portfolio A through Portfolio G
Estimated Weighted Average Unit Cost
($/Acre Foot)
Portfolio Name
2023 Dollars 2045 Dollars
Portfolio A - Baseline $2,210 $4,088
Portfolio B – Enhanced Conservation Phase 1 and 2 $2,075 $3,093
Portfolio C – Enhanced Conservation Phase 1 and 2
with Bay Water Desalination
$3,854 $6,663
Portfolio D – Enhanced Conservation Phase 1 and 2
with Groundwater
$2,556 $5,330
Portfolio E – Enhanced Conservation Phase 1 and 2
with Palo Alto DPR
$2,645 $4,938
Portfolio F – Enhanced Conservation Phase 1 and 2
with Palo Alto IPR
$3,323 $6,440
Portfolio G – Enhanced Conservation Phase 1 and 2
with Regional DPR
$2,355 $4,552
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Effluent Transfer Agreement
In 2019 Council approved an Effluent Transfer Agreement with Valley Water and the City of
Mountain View Staff Report #10627.3 This 76-year agreement enables an effluent transfer from
the Regional Water Quality Control Plant (RWQCP) to Valley Water to be reused in Santa Clara
County, likely south of Mountain View. Valley Water has the option to exercise an effluent
transfer within 13 years. A Council study session with Valley Water on September 12, 2022
provides updated information Staff Report #14650.4 The governing bodies of Palo Alto,
Mountain View and Valley Water have established policy goals for long-term sustainability,
including expanding use of recycled water. RWQCP is a local source of drought-proof,
sustainable water. This agreement aims to promote regional collaboration to advance resilient
water reuse programs in Santa Clara County.
Some of the OWP portfolios depend on Valley Water not exercising the effluent transfer option,
which would ensure there is sufficient treated effluent volume available for constructing local
reuse facilities in Palo Alto. Those portfolios are Portfolio E – Enhanced Conservation Phase 1
and 2 with Palo Alto DPR, and Portfolio F – Enhanced Conservation Phase 1 and 2 with Palo Alto
IPR. Portfolio G is only feasible if Valley Water exercises the effluent transfer option and also
decides to build a Regional DPR facility located in Palo Alto. Figure 2 summarizes the
dependencies of OWP portfolios on the effluent transfer decision.
Weighted Evaluation Criteria Portfolio Scores
Unit cost was not the only evaluation criteria; the OWP scored the options on a variety of
characteristics including reliability, environmental benefits, and ease of implementation. Table
2 shows the rankings for each portfolio after weighting both cost and non-cost criteria. If Valley
Water does not exercise its option to transfer a portion of RWQCP treated effluent, the most
cost effective and beneficial option to add to the enhanced water conservation options is the
Palo Alto DPR Facility, in Portfolio E. This portfolio’s overall weighted criteria score is 3.43, the
highest score of any portfolio, as shown in Table 2. If Valley Water exercises its option to
transfer a portion of RWQCP treated effluent, the most cost-effective and beneficial option to
add to the enhanced water conservation options is the Regional DPR facility as combined in
Portfolio G. The overall weighted criteria score of this portfolio is 3.06 as shown in Table 2. The
baseline portfolio scores the lowest of all the portfolios using the weighted criteria.
3 Staff Report 10627 https://www.cityofpaloalto.org/files/assets/public/v/1/agendas-minutes-
reports/reports/city-manager-reports-cmrs/year-archive/2019/id-10627-mini-packet-11182019.pdf?t=60382.02
4Staff Report 14650 https://recordsportal.paloalto.gov/Weblink/DocView.aspx?id=82012
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Table 3 - Evaluation Results - Weighted Criteria Scores By Portfolio
Criteria Sub-Criteria Criteria
Weight
A.
Baseline
B. Enhanced
Conservatio
n Phase 1
and 2
C. Enhanced
Conservation
with Bay
Water
Desalination
D. Enhanced
Conservatio
n with
Groundwate
r
E. Enhanced
Conservatio
n with Palo
Alto DPR
F. Enhanced
Conservatio
n with Palo
Alto IPR
G. Enhanced
Conservation
with Regional
DPR
Estimated
Portfolio
Weighted Unit
Cost in 2045
($/AF)
--$4,088 $3,903 $6,663 $5,330 $4,938 $6,440 $4,552
Estimated Start
Year
--2025 2025 2035 2025/2030 2035 2030 2040
Unit Cost Unit Cost 20%0.95 1.00 0.20 0.59 0.70 0.26 0.81
Reliability Reliability 35%0.35 0.60 1.43 0.85 1.39 1.37 0.90
Efficient Use of
Water
10%0.20 0.23 0.27 0.23 0.31 0.27 0.26
Ecological
Benefit
10%0.20 0.22 0.19 0.24 0.22 0.22 0.22
Reliance on
Tuolumne
10%0.10 0.14 0.29 0.21 0.29 0.31 0.20
Environmental
Benefits
Subtotal 30%0.50 0.59 0.75 0.68 0.82 0.80 0.68
Implementatio
n Timeline
5%0.25 0.24 0.17 0.22 0.16 0.18 0.21
Operational
Complexity
5%0.25 0.24 0.17 0.22 0.17 0.18 0.24
Public
Acceptance
5%0.25 0.24 0.21 0.22 0.19 0.20 0.22
Ease of
Implementation
Subtotal 15%0.75 0.72 0.55 0.66 0.52 0.56 0.67
Total 100%2.55 2.91 2.91 2.78 3.43 2.99 3.06
Notes:
(1) Based on estimated year 2045.
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(2) Portfolio G (Enhanced Conservation with Regional DPR) assumes that Valley Water does exercise its option to transfer a portion
of RWQCP treated effluent (selected “Yes” in the Tool). All other portfolios assume that Valley Water does not exercise its option
(selected “No” in the Tool).
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Page 10 of 13
Portfolio Evaluation Summary
Figure 2 compares the portfolios dependency on the Valley Water Transfer option decision.
Figure 2. Portfolio Results and Dependence on Valley Water Option to Transfer Decision
Sensitivity Analysis
The OWP includes a sensitivity analysis to identify how or if the findings change when the
evaluation criteria are weighted differently. The sensitivity analysis showed that if Valley Water
does not exercise the option to transfer a portion of Treated Effluent from the RWQCP,
Portfolio E (Enhanced Conservation Phase 1 and 2 and Palo Alto DPR) remains the top scoring
portfolio regardless of changes in cost or reliability criteria and usually outperforms other
portfolios. The only case where Portfolio E (Enhanced Conservation with Palo Alto DPR) is not
the portfolio with the highest weighted criteria score is when unit cost has additional weighting.
Portfolio B (Enhanced Conservation Phase 1 and 2) becomes the highest scoring portfolio and
the baseline portfolio scores lower but very close to Portfolio E. In this case, the Palo Alto DPR
facility is still the most favorable infrastructure investment compared with the other local
supply options, however, considering affordability and the cost of the facility relative to other
benefits, Palo Alto may want to continue with baseline Portfolio A or implement enhanced
conservation measures instead.
In the event that Valley Water exercises the option to transfer a portion of treated effluent
from the RWQCP, Portfolio G (Enhanced Conservation with Regional DPR) scores the highest.
However, if unit cost is weighted less heavily and supply reliability is weighted more heavily,
Portfolio C (Enhanced Conservation with Bay Water Desalination) scores higher than Portfolio G
(Enhanced Conservation with Regional DPR). With a lower Reliability criteria weighting,
Portfolio B (Enhanced Conservation Phase 1 and Phase 2) is the top scoring portfolio.
Additionally, if unit cost is given additional weight, Portfolio C (Enhanced Conservation with Bay
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Page 11 of 13
Water Desalination) scores lower than all other options, including Baseline Portfolio A, while
Portfolio B (Enhanced Conservation Phase 1 and 2) is the top scoring portfolio and Portfolio G
(Enhanced Conservation with Regional DPR) is the top scoring supply infrastructure portfolio.
FISCAL/RESOURCE IMPACT
Table 4 – Residential Monthly Bills in FY 2045 for Each OWP Portfolio
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Page 12 of 13
STAKEHOLDER ENGAGEMENT
5
6
7
8
9
10
ENVIRONMENTAL REVIEW
5 Staff Report 12332: https://www.cityofpaloalto.org/files/assets/public/agendas-minutes-reports/agendas-
minutes/utilities-advisory-commission/archived-agenda-and-minutes/agendas-and-minutes-2021/07-07-2021-
special/id-12332-item-1.pdf
6 Staff Report 13434: https://www.cityofpaloalto.org/files/assets/public/v/11/agendas-minutes-reports/agendas-
minutes/city-council-agendas-minutes/2022/20220620/20220620pccsm-amended-final-final.pdf
7 Presentation and results from the live polling:
https://www.cityofpaloalto.org/files/assets/public/v/1/utilities/water-drought/stakeholder-mtg-1-community-
meeting.pdf
8 Slides: https://www.cityofpaloalto.org/files/assets/public/v/1/utilities/water-drought/stakeholder-workshop-
2_community.pdf Recording: https://youtu.be/YEguKgxzRNY
9 Staff Report 14974: https://www.cityofpaloalto.org/files/assets/public/v/1/agendas-minutes-reports/agendas-
minutes/utilities-advisory-commission/archived-agenda-and-minutes/agendas-and-minutes-2023/02-feb-2023/02-
01-2023-uac-agenda-and-packet.pdf
10 Staff Report 2404-2968 https://www.cityofpaloalto.org/files/assets/public/v/2/agendas-minutes-
reports/agendas-minutes/utilities-advisory-commission/archived-agenda-and-minutes/agendas-and-minutes-
2024/06-jun-2024/06-03-2024-packet-v2.pdf
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Page 13 of 13
ALTERNATIVE ACTIONS
Upon Council acceptance of the City of Palo Alto OWP, staff will have access to the cost
estimate spreadsheet (shown in OWP Appendix C) and the Tool (shown in OWP Appendix E).
The OWP, cost estimates and Tool together provide a framework within which Council can
make decisions now and in the future about the City’s water supply and conservation portfolio,
including which types of projects the City may want to explore further or to adjust the City’s
overall water supply strategy to meet potentially changing future conditions.
ATTACHMENTS
Attachment A: Presentation (will be published 1/7/2025)
Attachment B: One Water Plan
AUTHOR/TITLE:
Alan Kurotori, Utilities Chief Operating Officer
Staff: Karla Dailey, Assistant Director of Utilities, Resource Management Division
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January 7, 2025 www.cityofpaloalto.org
One Water Plan
Utilities Advisory Commission (UAC)
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2 www.cityofpaloalto.org
1.One Water Plan Vision
2.Review One Water Portfolios
3.June 2024 UAC Meeting Follow-up
4.Currently Planned Activities
5.Important Events and Dates
6.Recommendation
One Water Plan (OWP) Agenda
More information at cityofpaloalto.org/water
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3 www.cityofpaloalto.org
One Water Plan (OWP) Vision
One Water Plan is a framework for Council to make decisions
about Palo Alto’s future water supply and water conservation
portfolio, if reliability becomes a concern
Time horizon is 20 years; 2045
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4 www.cityofpaloalto.org
One Water Portfolio with Supply and Conservation Alternatives
A: Baseline; San Francisco Public Utilities Commission Regional Water System Water Supply
B: SFPUC + Enhanced Conservation Phases 1 &2
C: SFPUC + Enhanced Conservation + Bay Water Desalinization
D: SFPUC+ Enhanced Conservation + Groundwater (with treatment)
E: SFPUC + Enhanced Conservation + Palo Alto-owned Direct Potable Reuse (DPR)
F: SFPUC + Enhanced Conservation + Indirect Potable Reuse (IPR)
G: SFPUC+ Enhanced Conservation + Regional Direct Potable Reuse (DPR)
Review of One Water Portfolios
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5 www.cityofpaloalto.org
June 2024 One Water Plan Follow-Up
Commissioner Question: What problem are we
trying to solve?
•Comprehensive look at relative ease of implementation, environmental benefits, reliability, and cost of various supply augmentation and conservation alternatives
•Common understanding of water supply vision amongst stakeholders
•Eliminates fragmented analysis; ie “what about looking at XYZ?”
•Dynamic - includes a tool that can be updated in the future
•Identifies project types that are most likely to be attractive
•Not intended to be a detailed feasibility analysis
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6 www.cityofpaloalto.org
June 2024 One Water Plan Follow-Up
Commissioner Comment: Rate Impact Should be Considered
•Illustrative future bill implications of selecting each of the OWP portfolios range from a decrease of 1% to an increase of 17% in FY 2045.
•Project costs are planning level (actual capital cost is -50% to +100%)
Portfolio Capital Cost
($M)
FY 2045
Bill Difference from
Portfolio A - Baseline
Residential
Monthly Bill
(9 CCF)
$ %
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7 www.cityofpaloalto.org
June 2024 One Water Plan Follow-Up
Commissioner Comment: Consider the Intermittent
Use of Groundwater During Drought
City planning to
modify two
emergency
groundwater wells
to enable blending
with SFPUC water
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8 www.cityofpaloalto.org
June 2024 One Water Plan Follow-Up
Commissioner Question: Is the OWP Trigger-Based?
Trigger-Based Implementation Roadmap
Water Supply Reliability Concern
Valley Water Exercised Effluent
Transfer option
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9 www.cityofpaloalto.org
June 2024 One Water Plan Follow-Up
Additional Commissioner
Questions/Comments
Response
Are contaminants a concern for some of
the identified water supply alternatives?
Possibly and increased risk of contaminants is an important consideration.
Before any project is recommended, the risk of contaminants will be
evaluated.
Linear weighting of the evaluation
criteria is not ideal
Staff will consider other methodologies in the next OWP iteration.
Community is not ready for Direct
Potable Reuse
Outreach and education are crucial to public acceptance of new water
supplies. As SFPUC and Valley Water are considering adding water reuse to
their systems, Palo Alto will engage and collaborate with the rest of the
region regarding water reuse education outreach.
Tiered water rates should be
reconsidered
Yes, water rates are an important part of managing a water utility. Rate
structures will be considered in the next cost of service analysis.
Tree canopy and vegetation impacts of
drought
Agreed, this is a very important topic to consider in any discussion of water
supply particularly during water scarcity. Any recommendation of a water
supply or conservation alternative will include an assessment of the impact
on trees and other vegetation.
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10 www.cityofpaloalto.org
Currently Planned Activities
•Implement ongoing/planned conservation
•Explore Enhanced Conservation measures
•Monitor funding opportunities
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11 www.cityofpaloalto.org
Important Events and Dates that May
Warrant Revisiting One Water Plan
•2027: SFPUC updated Alternative Water Supply Plan
•2032: Valley Water decision regarding option to transfer effluent from
RWQCP for south Santa Clara County uses
•State decision regarding Bay Delta Plan implementation
•Other events or conditions affecting water supply reliability or cost
•New water supply technologies or regional partnership opportunities
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12 www.cityofpaloalto.org
Action
UAC Recommendation to Council to Accept the City of Palo
Alto One Water Plan
* Scheduled for Council March 2025
* There is no recommendation to proceed with any specific project in the OWP;
there is no resource impact resulting from Council acceptance of the OWP
* Future water supply and conservation recommendations will build upon the work
in this OWP
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One Water Plan
FINAL / October 2024
Digitally signed by Inge Wiersema
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OCTOBER 2024 / FINAL / CAROLLO
Contents
EXECUTIVE SUMMARY
ES.1 Plan Purpose ES-1
ES.2 Study Area and Planning Horizon
ES.6.1 Options Screening ES-3
ES.7 Portfolio Evaluation ES-8
ES.7.1 Evaluation Tool ES-8
ES-8
ES-10
ES.8 Trigger Based Implementation Roadmap ES-12
CHAPTER 1 INTRODUCTION
1.1 Plan Purpose 1-1
Motivations for Development of a One Water Plan
1.6.1 Community Engagement 1-7
1.7 Report Organization 1-8
CHAPTER 2 WATER DEMANDS AND SUPPLIES
2.1 Current and Projected Demands 2-1
2.1.1 Historical and Existing Water Demands 2-1
2.2 Water Supply History 2-4
2.3.1 San Francisco RWS Supply 2-5
2.3.3 Deep Aquifer Groundwater 2-10
2.4 Conservation Programs 2-14
CITY OF PALO ALTO ii
pw://Carollo/CA/Palo Alto/201363-000000/03 Reports and Studies/02 Deliverables/Final OWP/One Water Plan
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OCTOBER 2024 / FINAL / CAROLLO
CHAPTER 3 POTENTIAL OPTIONS
3.1 Evaluation Process Overview 3-1
3.3.1 Unit Cost 3-3
3.4 Screening 3-4
3.4.1 RWS Supply 3-5
3.4.2 Enhanced Water Conservation – Phase 1
3-10
3.4.5 New Irrigation Wells
3.4.6 DPR with Palo Alto Facility
3.4.15 San Francisco Bay Desalination
3.5 Options Costs and Screening Conclusions 3-46
CHAPTER 4 OPTION EVALUATION
4.1 Introduction 4-1
4.2.1 Reliability 4-3
4.3 Criteria Weighting 4-8
4.4.1 RWS Supply 4-9
4-10
4-11
4-12
4-14
4-15
4-17
4-18
4-20
4.4.2 Enhanced Water Conservation – Phase 1
CITY OF PALO ALTO iii
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OCTOBER 2024 / FINAL / CAROLLO
4.5 Option Evaluation Summary 4-21
4.5.1 Results without Valley Water Transfer 4-23
CHAPTER 5 PORTFOLIO DEVELOPMENT AND EVALUATION
5.1 Portfolio Approach 5-1
5.2.1 Portfolio A – Baseline 5-3
5.2.3 Portfolio C –Enhanced Conservation Phase 1 and 2 with Bay Water Desalination 5-4
5.2.7 Portfolio G –Enhanced Conservation Phase 1 and 2 with Regional DPR
5.3 Evaluation Tool 5-9
5.3.1 Data Inputs 5-11
Portfolio Evaluation Results 5-13
5.4.1 Portfolio A - Baseline 5-16
5.4.3 Portfolio C – Enhanced Conservation Phase 1 and 2 with Bay Water Desalination
5.5 Portfolio Evaluation Comparisons 5-19
5.5.1 Portfolio Scores 5-19
5.5.4 Valley Water Transfer Decision
Sensitivity and Scenario Analysis 5-28
5.6.1 Unit Cost Criterion 5-28
5.6.6 RWS Supply Cutback and Shortage Stage Scenarios
5.7 Conclusions 5-34
5.7.1 Scoring Results 5-34
CITY OF PALO ALTO iv
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OCTOBER 2024 / FINAL / CAROLLO
CHAPTER 6 ONE WATER IMPLEMENTATION PLAN
6.1 Prioritized Portfolios 6-1
6.2.1 Trigger 1: Increase Supply Reliability 6-5
6.3 Trigger-Based Implementation Roadmap 6-7
6.3.1 Enhanced Conservation Phase 1 and Phase 2 6-9
6.3.3 Direct Potable Reuse Options 6-10
6.4 Next Steps 6-11
Appendices
APPENDIX A REFERENCES
SUPPLY OPTIONS PRE-SCREENING
SUPPLY PORTFOLIO TOOL DOCUMENTATION
STAKEHOLDER ENGAGEMENT MATERIALS
Tables
Table ES.1 Total Water Demand Projections through 2045 ES-2
ES-3
ES-4
ES-5
ES-6
ES-7
ES-8
ES-11
2-3
2-5
2-6
2-9
2-14
3-2
Overview of Options included in each Portfolio
Total Water Demand Projections through 2045
3-8
3-11
City Park Irrigation Demands
3-25
CITY OF PALO ALTO v
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Table 3.8 Multi-Source Storage Option Sizing and Cost Estimates 3-42
Summary of Screening Scores
Efficient Use of Water Sub Criterion Scoring
RWS Supply Evaluation Results
Enhanced Conservation – Phase 1 Evaluation Results
Options Evaluation Results Summary
5-3
Projected Yield of Enhanced Water Conservation Phase 1 and 2 5-4
5-14
5-15
5-23
5-23
5-28
5-33
Table 6.1
6-6
Figures
Figure ES.1 Option Evaluation Process ES-3
Normal Year Supply and Demand Analysis by Portfolio for 2045
ES-10
Figure ES.4
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Figure 2.1 Palo Alto Historical Water Use (1990-2020)2-1
2-2
2-4
2-11
3-1
3-5
3-9
3-12
3-14
3-17
3-20
3-26
3-29
3-31
3-33
3-35
3-39
3-40
3-43
3-45
4-1
4-23
4-24
5-1
5-4
5-5
5-6
5-7
5-8
5-9
5-10
5-22
Figure 5.13 Weighted Unit Cost by Portfolio (2023 dollars)
Portfolio Evaluation Results Schematic with Valley Water Transfer trigger
5-33
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Figure 6.1 Comparison of Weighted Portfolio Evaluation Scores.6-3
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Abbreviations
AB Assembly Bill
ADU accessory dwelling units
acre-feet
af/ac acre feet per acre
acre-feet per year
AWPF advanced water purification facility
Advanced Water Purification Facility
BAWSCA
Hundred Cubic Feet
CDPH California Department of Public Health
CEQA
City
CoRe Plan Countywide Water Reuse Master Plan
Decision Support System
DWR
ENR CCI
GA Groundwater Assessment
GAC
GPC groundwater production change
GSI Green Stormwater Infrastructure
GUA
IPR indirect potable reuse
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ISG Individual Supply Guarantee
LF
LRP Landscape Rebate Program
MF
MFR Multi-Family Residential
million gallons
mgd million gallons per day
MOU Memorandum of Understanding
O&M Operations and Maintenance
Palo Alto
PAWS Protection and Augmentation of Water Supplies
RHNA
ROC Reverse Osmosis Concentrate
Recycled Water Strategic Plan
SFPUC San Francisco Public Utility Commission
SFWD San Francisco Water Department
TM Technical Memorandum
USBR United States Bureau of Reclamation
UWMP Urban Water Management Plan
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WSA Water Supply Agreement
$M million dollars
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EXECUTIVE SUMMARY
“One Water" is an integrated approach to water management that views all forms of water – imported
ES.1 Plan Purpose
The specific purpose of the OWP for the City is to present a 20-year, adaptable roadmap of prioritized
.This One Water Plan which compares potential water supply and water conservation portfolios given
.An Excel-based tool that can be used to evaluate and prioritize water supply and water conservation
These work products together serve as an adaptable roadmap for the City's water strategy to provide
ES.2 Study Area and Planning Horizon
Palo Alto is located in Santa Clara County on the San Francisco Peninsula, about 15 miles north of San
ES.3 Stakeholder Engagement
The OWP was developed to meet the near- and long-term needs of the Palo Alto community. The City
Appendix F.
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ES.4 Water Demand Forecast
This OWP uses three demand scenarios from the BAWSCA Regional Water Demand and Conservation
Table ES.1 Total Water Demand Projections through 2045
Demand Projection by Planning Year(1)OWP
Demand 2020(2)
(afy))
2025 2030 2035 2040 2045
Low(3)
Medium(4)
High(5)
11,237 11,438 11,044 10,818 10,664 10,582
Notes:
ES.5 Existing Water Supplies
Since 1962, except for some very short periods, Palo Alto has solely relied on imported water from the San
In addition to the City’s potable water supplied by the RWS, the City has used non-potable recycled water
Palo Alto also owns five deep aquifer groundwater wells that are currently only used during emergencies.
Table 1.2 lists the historical (year 2020) and projected utilization of the City’s existing water supply sources
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Table ES.2 Historical and Planned Water Supply Sources through 2045
2020 2025 2030 2035 2040 2045Water Supply Sources
RWS Supply
Recycled Water
Total
10,921 11,287 11,394 11,546 11,801 12,113
11,237 11,603 11,710 11,862 12,117 12,429
Notes:
ES.6 Potential Water Conservation and Supply Options
This OWP uses a multi-step process to evaluate water supply and conservation options (“options”) and
Error! Reference source not found..
1. Pre-screening of 27 options narrowed down to 15 options
2. Screening of 15 options narrowed down to 9 options
3. Option Evaluation of 9 options to inform composition of 7 portfolios
Portfolio Evaluation of 7 portfolios to develop a trigger-based implementation strategy
As shown in in Figure ES.1, the prescreening and screening steps are described in Chapter 3, while the
Figure ES.1 Option Evaluation Process
ES.6.1 Options Screening
During the first step, a total of 27 options were compiled using previous studies, new ideas from City staff
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Table ES.3 Pre-screening Results of 27 Initial Options
Options that are Options considered not Options selected to be
Ongoing/Already Planned(1)Feasible at this Time(1)
IPR, Lake Lagunita Recharge
Blackwater Capture and Reuse
Valley Water Treated Water
Interagency Transfer Agreement
Tuolumne River Purchases
Atmospheric Water Generators
Local Storage
included in the Screening Process
.Ongoing/Planned Water ..RWS Supply
Enhanced Conservation, Phase 1
.Advanced Metering Program
Distribution System Water
New Irrigation Wells
DPR with Palo Alto Facility
Temporary Dewatering Sites
Palo Alto IPR with Groundwater
.NPR Phase 3 Extension to Foothills
Bay Water Desalination
Notes:
DPR = Direct Potable Reuse; IPR = Indirect Potable Reuse; NPR = Non-Potable Reuse; RWS = Regional Water System;
The 15 remaining options after the pre-screening were subjected to the screening process using the
.Unit Cost,
Estimated Yield
Chapter 3 includes the descriptions, yield estimates, and high-level cost estimates that were prepared for
As shown in Table ES.4Error! Reference source not found., the top 8 ranked new local options,
.Enhanced Conservation - Phase 1 (score 8)
Indirect Potable Reuse (IPR) with Groundwater Injection (score 7)
Groundwater (score 6)
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.DPR with Regional Facility and Small Saltwater Removal Facility (SSRF) (score 6)
Table ES.4 Options Comparison
Unit Cost
(1)
Estimated
(2)
Increases Supply Move to
Portfolio
Evaluation
Category Option
Imported Water RWS Supply $2,210 12,546 Neutral Yes
No
Enhanced Conservation - Phase 1
$1,939
$4,663
$3,107
$3,594
$8,897
$4,024
$4,992
$9,685
$8,215
$58,321
$16,847
$39,679
$6,768
618 Yes
Groundwater 2,250 Neutral
New Irrigation Wells
DPR with Palo Alto Facility 4,723 Yes
No
Yes
1,769 Yes
Yes
Neutral
Onsite Water No
1 No
Stormwater 30 No No
39 Yes No
Desalination Bay Water Desalination 4,480 Yes Yes
Notes:
1) Cost numbers are not rounded from the calculations presented in Appendix C to avoid inconsistencies in rounded values. However, these
2) Yields listed reflect normal year conditions only. Some options are subject to a dry year yield reduction as listed in Table 5.1.
It should be noted that 4 of these 8 options are dependent on whether Valley Water decides to exercise
Valley Water has until the end of 2032 to decide whether to exercise the Effluent Transfer Option. Valley
ES.6.2 Options Evaluation
The criteria used to evaluate the options in this OWP were developed to reflect a wide range of
1. Reliability
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2. Unit Cost
3. Environmental Benefits
The Environmental Benefits and Ease of Implementation criteria each have multiple sub-criteria described
To account for the relative importance or priority to different criteria when making decisions, each of the
Table ES.5 Evaluation Criteria Weighting
Evaluation Criteria
Reliability
Unit Cost
Sub-Criteria (Sub)Criteria Weight(1)Combined Weight1)
n/a 35%35%
Environmental Benefits Reduced Reliance on the Tuolumne
Efficient Use of Water 10%
Ease of Implementation Implementation Timeline 15%
5%
Public Acceptance
(1) Notes:
5%
(2) A sensitivity analysis was conducted to determine if, and how much the portfolio evaluation results would change if the
Table ES.6 summarizes the results on the option evaluation. As shown, the following new options score
.DPR with Palo Alto Facility (total score: 3.7)
IPR with Groundwater Injection (total score: 3.6)
Enhanced Water Conservation – Phase 1 and Bay Water Desalination (both total score: 3.2)
It can be concluded that both Enhanced Water Conservation – Phase 1 and IPR with Groundwater
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Table ES.6 Option Evaluation Results Summary
Environmental Benefits
Reduced
Tuolumne Efficient
River Use of Ecological Implementation Operational
Reliability Cost Reliance Water
Ease of Implementation
Total
Unweighted
Score4
Total
Weighted
Score4,5
Unit Public
Option
Criteria Weight
Benefit Timeline Complexity Acceptance
35%
1.0
1.6
1.5
2.6
4.9
2.5
1.5
5.0
4.9
20%
4.1
5.0
4.0
2.0
3.4
2.9
1.0
2.4
2.0
10%
1.0
1.6
1.5
2.7
4.7
2.4
1.5
5.0
4.5
10%
2
10%
2
5%
5
5%
5
5%
5
n/a n/a
2.4
2.8
2.5
2.7
1.7
3.2
RWS Supply 25.1
28.2
24.0
24.4
Enhanced Conservation - Phase 1 5 4 3 4 4
5 4 2 3 3
2 3 3 3 3
DPR with Palo Alto Facility1
DPR with Regional Facility2
DPR with Palo Alto Facility and SSRF
IPR with Groundwater Injection1
Bay Water Desalination
4 2 1 1 2
4 2 1 5 2
4 2 1 1 2
3 2 2 2 3
3 1 1 1 3
Notes:
(1) DPR with Palo Alto Facility and IPR with Groundwater Injection options assume that Valley Water does not exercise its option to transfer a portion of RWQCP effluent
(4) The three highest scores of new options (excluding the benchmark RWS Supply) are shown in bold font.
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ES.7 Portfolio Evaluation
As part of this OWP, a total of seven portfolios (A through G) were of developed and evaluated based on
.Environmental Benefit is scored for three sub-criteria including Reduced Reliance on the Tuolumne
Unit Cost is scored based on the projected unit cost expressed in dollar per acre-foot ($/af) of each
Reliability is scored based on results of the dry year supply analysis for each portfolio using the
supply gap expressed in afy during a 50 percent reduction in water deliveries to Palo Alto from the
.Ease of Implementation is scored based on three sub-criteria: Implementation Timeline, Operational
Complexity, and Public Acceptance.
Table ES.7 summarizes the options included in each portfolio.
Table ES.7 Overview of Options included in each Portfolio
Enhanced
Conservation
Phase 1 and
Phase 2
DPR
with
Alto Regional
Palo Palo
RWS
Supply
X
Bay Water
Desalination
Ground-
Portfolio IPR Facility
A. Baseline
B. Enhanced Conservation Phase 1 and 2 X X
C. Enhanced Conservation Phase 1 and 2 X
D. Enhanced Conservation Phase 1 and 2 X X X
X
X
X
As shown in Table ES.7, Portfolios A – D can be implemented independent of the decision of Valley Water
ES.7.1 Evaluation Tool
The Evaluation Tool was developed to test the performance of different combinations of potential water
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For ease of comparison, these assumptions are kept constant in the portfolio evaluations described in the
The Tool is a key deliverable of this OWP and is intended to also be used to evaluate new portfolios that
Appendix D provides a more detailed description of the
ES.7.2 Demand and Supply Balance by Portfolio
Figure ES.2 provides a graphical summary from the Tool output that compares Palo Alto’s year 2045 water
Figure ES.2 Normal Year Supply and Demand Analysis by Portfolio for 2045
As shown in Figure ES.2, the amount of RWS Supply varies considerably between the portfolios, ranging
Figure ES.3 shows the supply and demand balance under extreme water shortage conditions with an
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Figure ES.3 Dry Year Supply and Demand Analysis by Portfolio for 2045 with a 50% RWS Supply Cutback
ES.7.3 Portfolio Evaluation Results
Table ES.8 summarizes the weighted portfolio scores, yield, and unit cost by portfolio in both 2023 and
It can be concluded that Portfolio E (Enhanced Conservation Phase 1 and 2 with Palo Alto DPR) has the
Portfolio G (Enhanced
Additionally, the implementation of Enhanced Conservation Phase 1 and 2 without any other large new
Portfolio B, is considered a no-regret option because it is independent
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Table ES.8 Portfolio Evaluation Summary
Portfolio Names
Valley Water
Transfer Option
Exercised
Weighted
(1)
Yield (afy)Unit Supply Cost ($/af)
Normal Dry
year
2023 2045
dollars dollars
A. Baseline not sensitive 2.55 0(2)0(2)$2,210 $4,088
B. Enhanced Conservation Phase 1 and 2 1,342 1,342
C. Enhanced Conservation Phase 1 and 2 not sensitive 2.91
3.43
3.06
5,823 5,823 $3,854 $6,663
G. Enhanced Conservation Phase 1 and 2
1) The weighted portfolio score in the Evaluation Tool is based on the portfolio weighted unit costs in 2045 dollars. The highest scoring portfolios with and without
ES.8 Trigger Based Implementation Roadmap
The major triggers that were identified for this OWP that could impact the decision on moving forward
1. Need to Increase Supply Reliability
It should be noted that funding is not included as a trigger because sufficient funding is a common
The trigger-based implementation roadmap shown in Figure ES.4 was developed to guide the City of Palo
As shown in Figure ES.4, the trigger-based implementation roadmap follows a pathway, indicated by the
orange diamonds. Each trigger is a key
YES or NO. Note that in reality, the answers are not binary, and some grey areas will exist.
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Figure ES.4 Trigger-Based Implementation Roadmap
ES.9 Next Steps
The OWP recommends the following actions to enhance the City’s water supply reliability that reflect the
1. Start with the planning and exploration of the Enhanced Water Conservation measures included in
.Outdoor Irrigation Efficiency for Commercial, Industrial, or Institutional (CII) Properties
Non-Functional Turf Ban for CII Properties
Lawn Limitation for New Development and Major Retrofits
2. Once the Enhanced Conservation Phase 1 program activities are set in motion, start with the planning
.Lawn Limitation for Residential Properties upon Resale
3. Incorporate education and monitoring of the level of support for IPR, DPR, and/or Bay Water
4. Update the option cost estimates, and Excel-based Evaluation Tool assumptions as new information
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5. Prepare a conceptual feasibility study for the DPR, IPR, Bay Water Desalination and/or Groundwater
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CHAPTER 1 INTRODUCTION
This chapter introduces the Palo Alto One Water Plan (OWP or Plan), including the purpose of One Water
1.1 Plan Purpose
“One Water" is an integrated approach to water management that views all forms of water – imported
The specific purpose of the OWP for the City is to present a 20-year, adaptable roadmap of prioritized
.This One Water Plan which compares potential water supply and water conservation portfolios given
.An Excel-based tool that can be used to evaluate and prioritize water supply and water conservation
These work products together serve as an adaptable roadmap for the City's water strategy to provide
1.2 Motivations for Development of a One Water Plan
The City has several motivating factors for developing this OWP including:
.Providing water reliability for community needs (such as drinking water, tree canopy health, recreation
.
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Future water supply reliability may be affected by recent regulations. In 2018, the State Water Resources
In August 2018, the Palo Alto City Council voted to support the Bay-Delta Plan Amendments and sent a
The SFPUC operates the RWS, which Palo Alto is 100 percent dependent on for drinking water. Given the
Moreover, the RWS crosses seismically active faults, and the water supply is subject to potential supply
In contrast, the OWP focuses on new permanent water sources such as the use of groundwater in all years
.There are also several factors not included in the OWP that Palo Alto is addressing as part of other
.Catastrophic loss of supply due to earthquakes or other events.
The OWP is not focused on development of city policies regarding expanded green building requirements
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1.3 Key Previous Planning Efforts
The OWP builds on previous water supply studies, plans, and efforts by the City including the following
.Long Term Water Supply Study (2000): This study was prepared for the City by Carollo Engineers,
.BAWSCA Long-Term Reliable Water Supply Strategy (2015): BAWSCA is a special district created
.2017 Water Integrated Resources Plan: The City completed the third iteration of the Water
.Northwest County Recycled Water Strategic Plan (2019): The City prepared the Northwest County
»Groundwater Assessment and Indirect Potable Reuse Feasibility Evaluation and
Characterization of the underlying groundwater basin and evaluation
of IPR project feasibility. This study was used to inform the groundwater and IPR options in the
OWP.
Evaluation of using groundwater from permanent and temporary dewatering sites within the City
as an irrigation source. Assumptions made in this TM were used to inform groundwater
dewatering water supply options within Palo Alto.
TM for Task 6.4 – Using Groundwater to Irrigate City Parks: Evaluation of conversion of the
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.TM for Task 6.5 – Increasing Flow to RWQCP by Redirecting Existing Permanent Dewatering
Evaluation of using permanent dewatering water as an additional water source for
a future recycled water project. This TM was used to inform assumptions for adding permanent
dewatering flows to the water reuse projects evaluated in this OWP.
Green Stormwater Infrastructure Plan (2019): The City’s Green Stormwater Infrastructure (GSI) Plan
Partnership Agreement to Advance Resilience Water Reuse Programs in Santa Clara County
In 2019, the City of Palo Alto, City of Mountain View, and Valley Water reached an agreement
to advance collective water reuse in Santa Clara County (Valley Water, 2019). This agreement commits
an annual average of 9 mgd (i.e., approximately half) of the treated wastewater from the Regional
Water Quality Control Plant (RWQCP) to Valley Water for use. In return, Valley Water will financially
contribute to the construction of a small salt removal facility to produce higher quality recycled water
for use by Mountain View and Palo Alto. This agreement was used to inform the flow assumptions for
the different forms of potable reuse projects evaluated as a part of the OWP.
.Palo Alto 2020 Urban Water Management Plan: The City prepared and adopted its 2020 Urban
Sustainability and Climate Action Plan (2023): The City’s Sustainability and Climate Action Plan
(S/CAP) was completed in 2023 (Palo Alto, 2023b). The S/CAP includes two water-specific goals:
1. Reduce Palo Alto’s potable water consumption by 30 percent compared to a 1990 baseline
These goals are supported by the following four key actions:
1. Maximize cost-effective water conservation and efficiency through incentives,
The last two key actions, the development of a One Water Portfolio and a dynamic water planning tool,
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1.4 Geographical Study Area
Palo Alto is located in Santa Clara County on the San Francisco Peninsula, about 15 miles north of San
1.5 Planning Period
This OWP serves as a guiding document for the planning and implementation of water supply
Planning uncertainties increase further into the future projections are made due to an increasing margin of
1.6 Stakeholder Engagement
The OWP was developed to meet the near- and long-term needs of the Palo Alto community. The City
.Community, City, and regional partner engagement meetings.
Live polling throughout the engagement meetings to collect live feedback (this included the use of an
.Email-based survey distributed to community members.
Maintaining an OWP email distribution list to provide updates.
Maintaining a dedicated OWP website posting updates and past engagement meeting materials.
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Figure 1.1 Palo Alto City Limits
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The following subsections describe the key elements of the community, City, and regional partner
Appendix F.
1.6.1 Community Engagement
The City advertised community engagement meetings through email lists, City websites, social media,
.Community Meeting #1, Community Needs and Priorities: The first meeting was conducted at City
Community Meeting #2, Exploring Water Supply and Water Conservation Options: This meeting
Community Meeting #3, Sharing the Initial Results: This meeting was conducted on June 3, 2024,
1.6.2 City Departments
The following City departments were engaged in three virtual (via Zoom) stakeholder meetings
.Administrative Services Division.
Public Works, including the divisions of Development Center, Environmental Control, RWQCP, Urban
.Utilities, including the divisions of Customer Service, Engineering & Operations, and Resource
Similar to the community engagement meetings, three engagement meetings were held throughout the
.City Department Meeting #1, Community Needs and Priorities: This meeting was conducted on
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.City Department Meeting #2, Exploring Water Supply and Water Conservation Options: This
City Department Meeting #3, Sharing the Initial Results: This meeting will occur once the One
Water Plan is available for participants to review.
1.6.3 Regional Partners
Many regional partners were engaged in two virtual (via Zoom) stakeholder meetings throughout the
.Bay Area Water Supply & Conservation Agency (BAWSCA).
The City held two regional partner engagement meetings covering the following topics:
.Regional Partner Meeting #1, Exploring Water Supply and Water Conservation Options: This
.Regional Partner Meeting #2, Sharing the Initial Results: This meeting will be held once the One
1.7 Report Organization
This report is organized in 6 chapters. A brief description of the information presented in each of the
Chapter 2 – Water Demands and Supplies: This chapter describes the City’s historical, existing, and
Chapter 3 – Potential Water Supply & Water Conservation Options: This chapter focuses on the City’s
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Chapter 4 – Options Evaluation: This chapter describes the evaluation criteria used to compare and
Chapter 5 – Portfolio Evaluation: This chapter describes the portfolio evaluation. It outlines the
Chapter 6 –Recommended Implementation Plan: This chapter provides a trigger-based
1.8 Acknowledgements
We would like to thank the following City staff for their assistance and oversight of this project:
.Karla Dailey– Assistant Director of Utilities Resource Management.
The following Carollo team members were principally involved in this project:
.Anne Prudhel, PE – Principal-in-Charge.
Matthew Huang, PE – Cost Estimating.
Kevin Christensen – GIS Specialist and Mapping.
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CHAPTER 2 WATER DEMANDS AND SUPPLIES
This chapter starts with a description of the City of Palo Alto’s (City) historical, existing, and projected
2.1 Current and Projected Demands
The following subsections describe the City’s historical and projected water demands. This analysis is
2.1.1 Historical and Existing Water Demands
Over the past 30 years, the City’s total water demand has ranged from under 10,000 acre-feet per year
. As shown in Figure 2.1, recycled water comprises only a small percentage of the City’s total water
18,000
Fiscal Year
Potable Water Recycled Water
Figure 2.1 Palo Alto Historical Water Use (1990-2020)
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The City serves a broad range of customers, with the two largest customer types being single-family
Government, 3%
Landscape, 12%
Institutional, 4%
Single Family
Res percentdential,
46%
Commercial, 15%
Multifamily
Resid percentntial,
17%
Figure 2.2 Distribution of Water Use by Customer Type (2020 Data)
2.1.2 Future Demand Projections
The BAWSCA Regional Water Demand and Conservation Projections Update (Maddaus, 2022) developed
This OWP uses three scenarios for Palo Alto from the updated BAWSCA demand projections and
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forecasts is provided below, while more detail can be found in BAWSCA’s Regional Water Demand and
.Low Demand Forecast: This forecast is based on Scenario E from BAWSCA’s updated demand
.Medium Demand Forecast: This forecast is based on BAWSCA’s updated baseline demand
High Demand Forecast: This forecast is based on Scenario A from BAWSCA’s updated demand
Table 2.1 lists the demand projections used in the OWP and Figure 2.3 graphically depicts the demand
Table 2.1 Total Water Demand Projections through 2045
Demand Projection by Planning Year(3)OWP
Demand
Scenario
BAWSCA’s
Regional Demand Update(1)
Scenario Name 2020(2)
(afy))
2025 2030 2035 2040 2045
Low Scenario E 11,237 11,438 11,044 10,818 10,664 10,582
Medium Baseline with Active & Passive Conservation 11,237
High
Notes:
1) BAWSCA Regional Water Demand and Conservation Projections Update (Maddaus, 2022).
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Figure 2.3 Water Demand Projections Through 2045
As shown in Figure 2.3, the medium and high demand scenarios follow a similar trajectory, increasing
2.2 Water Supply History
The City established the water utility in 1896, shortly after the City's incorporation, and originally used
In addition to the City’s potable water supplied by the RWS, the City has used non-potable recycled water
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began operation in 1980. The first phase of this system serves the Palo Alto Golf Course, Greer Park, the
2.3 Existing Water Supply Sources
Table 2.2 lists the existing and proposed water supply sources for the City during typical years, as stated in
Table 2.2 Historical and Planned Water Supply Sources through 2045
2020 2025 2030 2035 2040 2045Water Supply Sources
RWS Supply
Recycled Water
Total
10,921 11,287 11,394 11,546 11,801 12,113
11,237 11,603 11,710 11,862 12,117 12,429
Notes:
Supply Source Capacities reflect normal year conditions.
2.3.1 San Francisco RWS Supply
San Francisco Regional Water System
Around 85 percent of the San Francisco RWS water supply originates from the Tuolumne River in the
Water Supply Agreement
In July 2009, the SFPUC and its Wholesale Customers entered into the Water Supply Agreement (WSA),
Tier One Plan Drought Allocations
Under the Tier One Plan, the SFPUC administers drought water shortage allocations when it determines
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Table 2.3 Tier One Plan Drought Shortage Allocations
Share of Available WaterLevel of System-Wide Reduction SFPUC Wholesale Customersin Water Use Required Total
5% or less 35.5%
.0%
.0%
64.5%
.0%
.0%
100%
6% through 10%
11% through 15%
16% through 20%
The Tier One Plan is set to expire at the termination of the WSA term in 2034 unless mutually extended by
Tier Two Plan Drought Allocations
The Wholesale Customers have collectively negotiated and endorsed the Tier Two Plan, which distributes
.Individual Supply Guarantee (ISG).
As the characteristics of water usage by Wholesale Customers change over time (such as variations in
Initially set to expire in 2018, the Tier Two Plan has been extended annually by the BAWSCA Board of
Drought Allocations During System-Wide Shortages Greater than 20 percent
If RWS shortages exceed 20 percent, San Francisco will:
.Adhere to the allocations outlined in the Tier 1 Shortage Plan up to the 20 percent reduction.
Engage in discussions with Wholesale Customers on how to implement additional reductions beyond
.Make final determinations regarding allocations beyond the 20 percent reduction.
For this OWP, Palo Alto’s cutback percentage is a user-defined input. For the portfolio analysis presented
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potential supply gap identified by SFPUC in the Alternative Water Supply (AWS) Plan (SFPUC, 2024).
Individual Supply Guarantee
San Francisco has a perpetual obligation (known as Supply Assurance) to provide 184 mgd to the
SFPUC Water Supply Alternative Evaluation Efforts
In 2019, the SFPUC established the AWS Program to evaluate new and diverse water supply options to
AWS Plan in
.Identification of the anticipated water supply gap through the 2045 planning horizon.
In assessing the potential water supply gap, SFPUC evaluated drivers, including the implementation of the
The AWS Plan then describes the six AWS Projects that SFPUC is currently planning and evaluating to
Water Supply Reliability
Historically, the RWS has consistently met dry-year demands while limiting rationing to a maximum
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triggering the implementation of the Tier 1 and Tier 2 Plans for the first time. The drought emergency
Based upon the City’s forecasted water demand presented in the City’s 2020 UWMP and projections of
2.3.2 Recycled Water
Wastewater Collection and Treatment in Palo Alto
The City owns and operates the RWQCP, a wastewater treatment plant serving the East Palo Alto Sanitary
The RWQCP is classified as an advanced secondary treatment facility and encompasses various treatment
The RWQCP has a permitted average dry weather flow capacity of 39 mgd with a permitted peak wet
Palo Alto Recycled Water Production
The RWQCP recycled water facility can produce non-potable recycled water meeting the Title 22
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Current and Potential Recycled Water Use
Phase 1 of the RWQCP’s regional recycled water transmission system has been operational since 1980,
Table 2.4 Uses of Recycled Water from the RWQCP
Annual Demand(1)
(afy)Recycled Water Use
Landscape Irrigation 42
179
63
Golf Course Irrigation
Other non-potable uses
Palo Alto Recycled Water Subtotal
Mountain View Customers
284
452
Total Uses of Recycled Water from the RWQCP
Notes:
(1) Source: Palo Alto Monthly Wastewater Flows (Palo Alto, 2023)
The City evaluated the feasibility of expanding its recycled water system, most recently in the 2019
The Partnership Agreement
The Partnership Agreement with Valley Water and the City of Mountain View, approved by Palo Alto’s
1. Valley Water will contribute $16 million towards a small salt removal facility's design and construction
2. Roughly half of the treated wastewater generated by the RWQCP (9 mgd) will be transferred to Valley
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million annually, allocated among all the RWQCP Partner Agencies contributing treated effluent to the
3. Palo Alto and Mountain View will retain the option in the future to request a new potable or non-
October 16, 2023, Council directed staff to secure financing and solicit bids for construction of Phase 1 of
2.3.3 Deep Aquifer Groundwater
The City lies within Santa Clara County, where Valley Water serves as the authorized groundwater
The Groundwater Management Plan (GWMP) for the Santa Clara and Llagas Subbasins outlines Valley
Palo Alto built five groundwater wells during the mid-1950s, and the wells remained operational until
In April 2010, the California Department of Public Health (CDPH) granted approval for an amendment to
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Figure 2.4 Emergency Supply Well Locations
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The City has identified these wells as potential emergency supply sources for use during prolonged
droughts. They are permitted and classified by the State as “Standby,” and, can only be utilized for up to
The pumping limitations imposed on the well system serve as mitigation measures outlined in the
Intermittent use of groundwater in Palo Alto during droughts or other short-term emergencies is
While groundwater may offer some advantages for the City in the long term and could prove useful
In 2018, as part of the RWSP, the City completed a Groundwater Assessment (GA) in collaboration with
Shallow Aquifer Groundwater
The Ground Use Assessment (GUA) included in-depth research on shallow and deep aquifers, yielding
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Basement construction frequently occurs in non-residential, mixed-use, and multifamily residential
buildings, particularly those incorporating underground parking. The City's high property and housing
Temporary groundwater dewatering conducted from July 2019 to August 2020 resulted in the extraction
The City of Palo Alto issues permits for both temporary and long-term (exceeding one year) dewatering
The City has historically regulated multiple aspects of basement groundwater pumping for residential and
.Mandatory installation of fill stations to facilitate water truck filling or connection of garden hoses for
.Submission of usage plans demonstrating efforts to maximize utilization of pumped water and
.Mandating a geotechnical study to assess potential effects and necessary avoidance measures.
Requirement for Street Work/Dewatering permits, issued only after requirements #1, #2, and #3 are
In November 2020, a technical memorandum was produced to assess the feasibility of reusing water
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2.4 Conservation Programs
To meet the water conservation and efficiency goals set by state and local regulations, Palo Alto
For more than fifteen years, Palo Alto has collaborated with Valley Water to implement water efficiency
These efforts include providing free outdoor water audits and offering rebates for landscape efficiency
Palo Alto customers can access water conservation resources through the City's website and Valley
Table 2.5 Existing Water Conservation Programs
Targets
Indoor Use Outdoor Use
Targets Key ProgramExisting Water Conservation Programs
Water Wise Outdoor Survey Program No Yes Free outdoor audit.
Yes Free guide to help find and fix leaks.
Rebates for efficient irrigation devices, turfLandscape Rebate Program No Yes
WaterSmart Home Water Report Program Yes Yes Water Use Feedback to change behavior.
Large Landscape Survey and Waterfluence No Yes Free audit for customers >0.5 acre lots.
Landscape Workshops Free workshops on water-wise landscaping.
Water Wise Survey Programs
Valley Water administers the Water Wise Indoor and Outdoor Survey Programs, which assist customers in
The indoor survey kit enables customers to conduct independent assessments of their homes for leaks
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request complimentary water conservation items for their homes, such as low-flow faucet aerators,
Through the outdoor survey, customers receive a complimentary and thorough consultation from a
Landscape Rebate Program
In collaboration with Valley Water, the City offers the Landscape Rebate Program (LRP) to residents and
As a component of the LRP, the City collaborates with Valley Water to offer Stormwater Rebates. These
WaterSmart Home Water Report Program
Starting in November 2022, the City launched the WaterSmart Home Water Report and customer portal.
Water Efficient Technology Rebate Program
In collaboration with Valley Water, the City provides the Water Efficient Technology (WET) Rebate
Large Landscape Survey and Waterfluence Irrigation Budget Program
Through Valley Water, the City facilitates a program called “Waterfluence” that offers landscape irrigation
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program has been operational since 2012, and presently, it encompasses 226 large landscape sites with
BAWSCA Conservation Programs
The City partners with BAWSCA to offer residential landscape workshops and online resources for
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CHAPTER 3 POTENTIAL OPTIONS
The One Water Plan (OWP) uses a multi-step process to evaluate water supply and conservation options
3.1 Evaluation Process Overview
The options evaluation process used in this OWP consisted of four main steps, as graphically depicted in
1. Pre-screening of 27 options narrowed down to 15 options.
2. Screening of 15 options narrowed down to nine (9) options.
3. Option Evaluation of nine (9) options to inform the composition of seven (7) portfolios.
Portfolio Evaluation of seven (7) portfolios to develop a trigger-based implementation strategy.
This chapter described the first two steps of this process as indicated with the orange box. During the first
Figure 3.1 Option Evaluation Process
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3.2 Pre-Screening
As shown in Figure 3.1, the option development began with 27 options that were grouped into three
.Ongoing or already planned options (three).
Options not feasible at this time (nine).
Remaining options that moved forward to the screening process (15).
Table 3.1 lists the grouping of the 27 options. The pre-screening process removed options if they were
Appendix B.
Table 3.1 Options Pre-screening Results
Options that are Ongoing/Already Options not Feasible at this Time:Options selected to be
.Ongoing/Planned Water .IPR, Lake Lagunita Recharge..RWS Supply.
Enhanced Conservation, Phase 1.
.Advanced Metering Program.
Distribution System Water Loss Interagency Transfer Agreement. . Groundwater.
Tuolumne River Purchases..New Irrigation Wells.
DPR with Palo Alto Facility.
DPR with Palo Alto Facility and
Temporary Dewatering Sites.
.DPR with Regional Facility.
Palo Alto IPR with Groundwater
.NPR Phase 3 Extension to Foothills.
Bay Water Desalination.
Notes:
DPR = Direct Potable Reuse; IPR = Indirect Potable Reuse; NPR = Non-Potable Reuse; RWS = Regional Water System;
Most of the options presented in this chapter are based on previous studies prepared by the City or other
Appendix A provides a complete list of project references.
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3.3 Screening Criteria
The screening process applied the following three screening criteria to the 15 options that moved forward
.Unit Cost.
Estimated Yield.
These screening criteria are described in more detail below. Each option was scored numerically for each
3.3.1 Unit Cost
Concept-level capital and operations and maintenance (O&M) costs were developed for each option from
As needed, costs were escalated to present day values using the September 2023 Engineering News-
Appendix C provides detailed
Unit costs were scored on a scale from 1 (worst) to 3 (best) based on their cost relative to the City’s
.3 (best score): < $2,000/af (less than RWS water cost).
1 (worst score): > $4,000/af (approximately double RWS water cost).
3.3.2 Estimated Yield
Yield is the anticipated amount of water a given option can provide to the City per year. As described in
.3 (best score): > 2,000 afy.
2 (medium score): 100 to 2,000 afy.
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3.3.3 Supply Reliability
The Supply Reliability screening criteria examines if the option will improve reliability in drought
.3 (best score): Yes, the option increases reliability during drought years compared to the baseline
2 (medium score): Neutral, the option may or may not increase reliability during drought years
1 (worst score): No, the option does not increase reliability during drought years compared to the
3.4 Screening
The following subsections describe each of the 15 options that passed the pre-screening criteria. The
1. RWS Supply.
2. Enhanced Conservation, Phase 1.
5. New Irrigation Wells.
6. DPR with Palo Alto Treatment Facility.
10. NPR Phase 3 Extension to Foothills.
15. Bay Water Desalination.
The description of each option concludes with a summary of the total screening score. A comparison of
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3.4.1 RWS Supply
Description3.4.1.1
This option reflects the City's current potable supply, which is entirely provided by the RWS.
Source: SFPUC 2020 UWMP
Figure 3.2 San Francisco Hetch Hetchy RWS
3.4.1.2 Costs
Palo Alto’s cost to purchase water from the RWS is a combination of SFPUC’s base rate and a debt service
cost score of two (2). Future unit costs
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3.4.1.3 Estimated Yield
Palo Alto's Individual Supply Guarantee (ISG) of 16.575 mgd (18,579 afy) is available in normal years.
yield
score of three (3).
3.4.1.4 Supply Reliability
Palo Alto purchases water from the SFPUC under the terms of the 25-year Water Supply Agreement. The
supply reliability score of two (2).
3.4.1.5 Total Screening Score
Receiving a total screening criteria score of seven (7), the RWS supply option will move forward to the
3.4.2 Enhanced Water Conservation – Phase 1
3.4.2.1 Description
Water conservation options are any measures that the City can take to facilitate a reduction in water use.
Making Water
Conservation a California Way of Life” (DWR, 2017) and the City’s Sustainability and Climate Action Plan
Baseline Conservation.” Enhanced conservation includes conservation
Unlike the supply options developed in this Plan, the enhanced conservation options consist of
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Enhanced Conservation Phase 1 includes measures that are estimated to cost less than $1,000/af and are
For each measure in Phase 1, Table 3.2 includes a brief description as well as the estimated time to
.Time to Saturation: The time to saturation is defined as the estimated number of years it will take
.Staffing Time: The estimated city staffing time represents the amount of time that a City staff person
Estimated Yield: The estimated annual yield for each measure is presented as the number of
.Unit Cost: The unit cost for each measure was calculated by dividing the total measure cost from
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Table 3.2 Enhanced Conservation - Phase 1 Measures Summary
Water
Conservation
Measure
Name
CityTime to
Saturation
(years)
Unit
Cost(2)
($/af)
Staffing Yield(1)
Time
(FTE)
Measure #Description (afy)
Targets CII buildings that are irrigating above their
provides technical guidance and landscaping
Outdoor
2 5 0.6 229 $115Efficiency for used for irrigation to meet the volume calculated for
technical support to the target buildings.
Bans all turf in apartments, churches, commercial
Non-HOAs, 90% of turf at commercial properties, and all
3 Turf Ban for landscaping. According to WaterFluence data, this 10 0.4 132 $372
Properties(3) turf in Palo Alto. It is assumed that there may be
This measure would pay for low-income
Residential Efficiency Toilets (HET). This program is assumed
5 10 0.05 11 $2,347
Program replaced are approximately 12.2 ccf/yr (0.028 afy).
This measure would ban front lawns in new
Lawn
(3))
6 0.4 139 $981
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Water
Conservation
Measure
Name
CityTime to
Saturation
(years)
Unit
Cost(2)
($/af)
Staffing Yield(1)
Time
(FTE)
Measure #Description (afy)
This measure would limit landscape irrigation to 3
3-Day
(4)
8 1 0.2 212 $159
Total 724 $312
Notes:
(1) Yield reflects the average annual volume of water saved in 2045 after measures reach saturation and/or based on water
(3) In October 2023, the State passed AB1572 banning potable water irrigation of non-functional turf for CII properties. The ban
The estimated cumulative increase of water savings from the various measures is depicted in Figure 3.3.
Figure 3.3 Projected Water Savings from Enhanced Water Conservation – Phase 1
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3.4.2.2 Costs
As shown in Table 3.9, the unit costs for conservation measures included in Enhanced Conservation Phase
As shown, this option does not include any capital or land acquisition cost. Instead, all costs are
cost score of three (3).
3.4.2.3 Estimated Yield
The fully saturated yields for individual conservation measures included in the Enhanced Conservation
yield score of two (2).
3.4.2.4 Supply Reliability
Using less water by enhancing conservation measures supports a drought-proof supply by ensuring that
reliability score of three (3).
Total Screening Score
Receiving a total screening criteria score of eight (8), this option will move forward to the portfolio
3.4.3 Enhanced Water Conservation - Phase 2
3.4.3.1 Description
This option would implement the enhanced water conservation measures described in Table 3.3, while the
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Table 3.3 Enhanced Conservation Phase 2 Measures Summary
CityTime to
Saturation
(years)
Unit
Cost4
($/af)
Staffing Yield(1)
Time
(FTE)
Measure # Conservation Description (afy)
HET replacement rebate program for offices,
HET
1 10 0.3 21 $3,314
This measure would build on the City's existing
increased technical support for single-family
City
4 Ongoing 0.4 152 $4,133Support for Turf replacement incentive ($2/sf), costs for this
(2) program include staff time to assist single-family
Requires removal of turf front lawns upon resale
replacement at about 400 residential properties
Lawn Limitation per year with assumed lawn sizes of
for Residential approximately 600 sf and annual turf7 Ongoing 1.5 445 $1,094Propertiesreplacement savings of 36 gal/sf (5 af/ac). Given
Upon Resale3 the challenges with enforcing this measure, it's
Total 618 $1,939
Notes:
(1) Yield reflects the volume of water saved in 2045 after measures reach saturation and/or based on water savings of ongoing
(4) Cost assumptions reflect 2023 dollars.
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Figure 3.4 Projected Water Savings from Enhanced Water Conservation – Phase 2
3.4.3.2 Costs
The unit costs for conservation measures included in Enhanced Conservation Phase 2 range from
Table 3.9 shows a cost estimate summary of the key cost components, and Appendix C provides a
cost score of three (3).
3.4.3.3 Estimated Yield
The fully saturated yields for individual conservation measures included in the Enhanced Conservation
yield score of two (2).
3.4.3.4 Supply Reliability
Using less water by enhancing conservation measures supports a drought-proof supply by ensuring that
reliability score of three (3).
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3.4.3.5 Total Screening Score
Receiving a total screening criteria score of eight (8), this option will move forward to the portfolio
3.4.4 Groundwater
3.4.4.1 Description
This option would repurpose two of the City’s existing emergency supply groundwater wells for regular
Currently, groundwater can only be disinfected with free chlorine and cannot be mixed with
The Utilities Department is planning to address the inability to use emergency supply wells in conjunction
All of the City’s groundwater wells are screened in the deep aquifer (screened intervals ranging from 108
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Figure 3.5 Existing Emergency Supply Wells
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Table 3.4 Emergency Supply Well Capacities
Estimated Capacity Estimated CapacityWell Current Status(afy)
2,340
5,326
1,130
2,744
1,130
2,986
1,614
968
(gpm)
Hale Creek 1,450 Emergency Use only.
N/A
Rinconada Park
Peers Park 1,700
Matadero
El Camino Park 1,850
Total 18,238 11,300
Data Sources:
(1) 2017 Water Integrated Resources Plan (Palo Alto, 2017).
As shown in Table 3.4, the combined instantaneous flow rate of these eight (8) wells is estimated to be
This option assumes that the El Camino Park and Eleanor Pardee Park wells would be converted such that
The 2017 Water Integrated Resources Plan (WIRP) evaluated the feasibility of this well conversion and
Northwest County Recycled Water Strategic Plan (W&C, 2020b)
The groundwater modeling conducted by Todd Groundwater also concluded that 2,400 afy could be
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yield, this option assumes that the El Camino well and one additional well (Eleanor Pardee) would be
Due to the higher capacity compared with the Main Library Well, the best options identified for
The existing wells are currently equipped with chlorine disinfection whereas the San Francisco RWS Supply
Several well water treatment options focused on the El Camino and Eleanor wells were considered as part
.Option 1: Blending with RWS Water (El Camino and Eleanor Wells).
Option 2: Fe and Mn Treatment at Each Well (El Camino and Eleanor Wells).
Option 3: Fe and Mn Treatment at Each Well (El Camino and Eleanor Wells) plus blending with RWS
.Option 4: Fe, Mn, TDS, and Ammonia Treatment at Each Well (El Camino and Eleanor Wells).1
Option 4B: Fe, Mn, TDS, and Ammonia Treatment at Each Well (El Camino Well only).
It should be noted that blending (Options 1 and 1B) could be viable in the near term, whereas
1 This option is carried forward in the OWP for portfolio analysis.
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Treatment Option 4 would require the construction of treatment facilities at both the El Camino and
The water produced by the El Camino and Eleanor wells would be regularly tested and evaluated to verify
Figure 3.6 Groundwater Treatment Option Schematics
Valley Water is the Groundwater Sustainability Agency for the Santa Clara Valley Groundwater Basin and
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Supplies (PAWS) report developed by Valley Water (Valley Water, 2022). The PAWS report anticipates that
3.4.4.2 Costs
Costs developed in the 2017 WIRP ranged from $1,400/af to $2,200/af and were initially developed in a
With the selection of treatment Option 4 and corresponding unit cost of $4,663/af, this option receives a
cost score of one (1). For the remainder of the One Water Plan, “Groundwater” refers to Option 4 with
3.4.4.3 Estimated Yield
The estimated annual capacity of each well, as obtained from the 2017 WIRP, is summarized above in
Northwest County Recycled Water Strategic Plan estimated the City could pump 3,000 afy of groundwater
estimated yield score is three (3).
3.4.4.4 Supply Reliability
Because Valley Water manages the basin in Santa Clara County, and because Valley Water relies heavily
supply reliability score is two (2).
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3.4.4.5 Total Screening Score
Receiving a total screening criteria score of six (6), this option will move forward to the portfolio
3.4.5 New Irrigation Wells
3.4.5.1 Description
This option was initially investigated as part of the Northwest County Recycled Water Strategic Plan. The
Using Groundwater to Irrigate City
Parks, which evaluated the installation of irrigation wells at the following City sites (W&C, 2020a):
.Main Library and Garden.
Eleanor Pardee Park.
The 2020 TM selected these sites for evaluation because they are the locations of the existing City
Figure 3.7 shows the locations of the potential new irrigation well sites. The shallow and deep aquifers are
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Figure 3.7 Potential New Irrigation Well Sites
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3.4.5.2 Costs
The OWP escalates the costs developed in the 2020 TM to September 2023 values. The escalated capital
Similar to the groundwater option, this option also includes an annual Valley Water groundwater
A cost estimate summary of the key cost components is shown in Table 3.9, while a detailed cost estimate
cost score of two (2).
3.4.5.3 Estimated Yield
It is assumed that the irrigation wells would cover the total annual irrigation demand at the five identified
Table 3.5 City Park Irrigation Demands
Size
(acres)
Irrigation Demand
Main Library and Garden 2.3
19.0
12.2
9.6
9.6
12.4
6.8
Eleanor Pardee Park 10.9
54.4
4.7
Total Demand N/A
Data Sources:
(1) Northwest County Recycled Water Strategic Plan, Using Groundwater to Irrigate City Parks TM (W&C, 2020).
The total yield for this project is dependent on the number of wells drilled. For the purposes of this
estimated yield score is one (1).
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3.4.5.4 Supply Reliability
Valley Water manages the basin in Santa Clara County. Because Valley Water relies heavily on the State
supply reliability score is two (2).
3.4.5.5 Total Screening Score
Receiving a total screening criteria score of five (5), this option will not move forward to the portfolio
As previously noted, this option was based on the 2020 Using Groundwater to Irrigate City Parks TM,
3.4.6 DPR with Palo Alto Facility
3.4.6.1 Description
This DPR option would use advanced treated recycled water (purified water) to directly supplement the
This option was developed as “Concept Option D1: Palo Alto Dedicated DPR” as part of the 2019 Recycled
A storage tank is included in this option to provide an engineered storage buffer between the AWPF and
This option also includes approximately 2 miles of pipe to connect the AWPF with the storage tank and
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to storage and a second pump station would be needed to pump purified water from the storage tank
To augment declining wastewater flows to the RWQCP, this option could include the diversion of
3.4.6.2 Costs
Costs for this option include nearly $117M in capital investments for treatment facilities, including the
The RWSP unit cost estimate for this option was estimated to be $2,500/af. Escalating this cost from the
cost score of two (2).
3.4.6.3 Estimated Yield
Projected available flows from the RWQCP for all reuse options were prepared by City staff. In recent
The flows presented in Table 3.6 are based on a low-flow scenario using 2022 flows. It should be noted
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Table 3.6 2022 RWQCP Flows by Partner and Flow Available for Reuse
Influent
Available
Flow for
Reuse
including
Dewatering
Flow (mgd)
Internal
Plant
Process
Flow
Available2022 RWQCP 2022 Environmental
(2)Needed for
Existing NPR
(mgd)
Partner Agency Influent Flow Influent
(1)(mgd))(mgd)(mgd)
Mountain View 39%5.87
5.68
1.73
0.78
0.78
0.36
15.20
3.00
3.31
0.58
1.50
0.19
0.50
2.10
9.88
2.1
5.62
1.5Los Altos
EPASD 0.67
0.68
0.31
10.88
Stanford 5%
Los Altos Hills 2%
Total
Notes:
(1) Flows estimated from RWQCP Reports database, not based on billings.
Consistent with the RWSP, the treatment yield is estimated at 75 percent, resulting in a net production
It is important to note that the yield for this option assumes that Valley Water will not construct a regional
Based on the maximum possible yield of 4,723 afy, this option receives a yield score of three (3). If Valley
3.4.6.4 Supply Reliability
Implementing DPR would significantly increase the City’s water supply reliability during drought years, as
supply reliability score of three (3).
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Table 3.7 RWQCP Flows Available for Regional Purification Facility and Local Reuse
Available Flow for
Local Reuse
including Dewatering
Flow (mgd)
Flow to Regional
Purification Facility
(mgd)(2)
Available Flow forAvailable Flow for
(1)Partner Agency
(mgd)
Mountain View 2.10
9.88
2.10
9.00
0.88 1.88
Los Altos
EPASD
Stanford
Los Altos Hills
Total 0.88 1.88
Notes:
(1) See Table 3.6 for calculation of estimated flows available for reuse.
(2) Total flow to Valley Water’s Regional Purification Facility would be 9 mgd, per the 2019 Partnership Agreement to Advance
a trilateral agreement between Valley Water, the City of Palo
Alto, and the City of Mountain View. Mountain View, Palo Alto, and Los Altos have agreed to send their proportion of
effluent from the RWQCP to Valley Water’s Regional Purification Facility. EPASD, Stanford, and Los Altos Hills have not yet
entered into such an agreement, but it is assumed for the purposes of this plan that these entities would also send their
proportion of effluent to the Regional Purification Facility.
3.4.6.5 Total Screening Score
Receiving a total screening criteria score of eight (8), this option will move forward to the portfolio
3.4.7 DPR with Palo Alto Facility and the SSRF
3.4.7.1 Description
Similar to the DPR with the Palo Alto Facility, this option would use advanced treated recycled water
As shown in Figure 3.8, the SSRF pretreatment (green dashed line) would consist of ozone treatment
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Figure 3.8 DPR with Palo Alto Treatment Facility and SSRF Option Schematic
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This option assumes construction of the full SSRF to produce 2.25 mgd of permeate, providing Palo Alto
It should be noted that the ozone and BAF processes must be sized to treat the entire flow (assumed to
To deliver the purified water to Palo Alto’s customers, this option also includes a conveyance pipeline to
3.4.7.2 Costs
Costs for this option include a capital cost of nearly $49M for the ozone and BAF treatment based on the
cost score of one (1).
It should be noted that the pretreatment and SSRF would need to be sized to treat up to half of the
3.4.7.3 Estimated Yield
This option assumes a 2.25 mgd SSRF will be constructed; this flow is split between the Cities of Palo Alto
yield score of two (2).
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3.4.7.4 Supply Reliability
Implementing DPR would significantly increase the City’s water supply reliability during drought years, as
supply reliability score of three (3).
3.4.7.5 Total Screening Scores
Receiving a total screening score of six (6), this option will move forward to the portfolio evaluation
3.4.8 DPR with Regional Facility
3.4.8.1 Description
This option would consist of contracting with Valley Water to treat tertiary-treated wastewater (effluent)
Countywide Water Reuse Master Plan (CoRe Plan) that evaluates several potential options for
In 2017, Palo Alto, along with other RWQCP partner agencies, agreed to provide Valley Water with an
This option assumes that Palo Alto could negotiate a cost-based fee for Valley Water to produce purified
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Figure 3.9 DPR with Regional Treatment Facility Option Schematic
To augment declining wastewater flows to the RWQCP, this option could include the diversion of
It should be noted that if Valley Water exercises its option to transfer treated effluent from the RWQCP to
3.4.8.2 Costs
The CoRe Plan includes cost estimates for three (3) DPR options that would produce purified water for
cost score of two (2).
3.4.8.3 Estimated Yield
Projected available flows from the RWQCP for all reuse options were prepared by City staff. Despite a
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production efficiency of 80 percent to align with losses from advanced treatment assumed in the CoRe
yield score of two (2).
3.4.8.4 Supply Reliability
Purchasing water from a DPR program would significantly increase the City’s water supply reliability
supply reliability score of
three (3).
3.4.8.5 Total Screening Scores
Receiving a total screening score of seven (7), this option will move forward to the portfolio evaluation
3.4.9 IPR with Groundwater Injection
3.4.9.1 Description
The IPR option would utilize purified water for groundwater injection followed by extraction from the
IPR Feasibility Evaluation (Todd Groundwater, 2018). Similar to the
A new pump station would need to be constructed to pump purified water to injection wells that would
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Figure 3.10 IPR with Groundwater Injection Schematic
This option assumes the same wellhead treatment as the conversion of emergency groundwater wells
3.4.9.2 Costs
Costs for this option include nearly $189M in capital costs, including the AWPF, pump station, pipelines
cost score of one (1).
3.4.9.3 Estimated Yield
Based on the IPR Feasibility Evaluation, it is estimated that injecting 2,900 afy of purified water into the
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It is important to note that the yield for this option assumes that Valley Water does not construct a
regional purification facility. Should a regional facility be constructed, Palo Alto has agreed to send a
Based on the maximum possible yield of 5,150 afy, this option receives a yield score of three (3). If Valley
3.4.9.4 Supply Reliability
Implementing IPR would significantly increase the City’s water supply reliability during drought years, as
supply reliability score of three (3).
3.4.9.5 Total Screening Score
Receiving a total screening criteria score of seven (7), this option will move forward to the portfolio
, which may make it less
3.4.10 NPR with Phase 3 Extension to Foothills
3.4.10.1 Description
This option would extend the City’s existing non-potable reuse (NPR) system by constructing the Phase 3
. This option was first recommended
The NPR system expansion would consist of approximately 15 miles of pipeline built off the existing
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To serve non-potable recycled water to additional customers, it is assumed that the proposed 2.25 mgd
City of Palo Alto Recycled Water Project Environmental
Impact Report (EIR) certified in 2015 includes mitigation measures for the Phase 3 pipeline that require
A schematic illustrating the major components of this option is shown in Figure 3.11, while the NPR
Northwest County Recycled Water Strategic Plan (W&C, 2020b).
Figure 3.11 NPR with Phase 3 Extension to Foothills Schematic
3.4.10.2 Costs
The cost estimate for this option includes a capital cost of $148.5M for the construction of Phase 2 of the
cost score of one (1).
3.4.10.3 Estimated Yield
This option would serve non-potable water to approximately 115 new customers with an estimated
yield score of two (2).
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3.4.10.4 Supply Reliability
This option does not substantially increase water supply reliability for the City. While recycled water is a
reliability score of two (2).
3.4.10.5 Total Screening Score
Receiving a total screening score of five (5), this option will not move forward to the portfolio
3.4.11 Graywater Capture and Reuse
3.4.11.1 Description
Graywater is defined as water from residential indoor water use collected from washing machines,
The City, in conjunction with Valley Water, administers an existing graywater rebate program known as
Laundry-to-Landscape.” This program provides a rebate of up to $400 to incentivize single-family
This option seeks to expand the implementation of the City’s existing graywater capture and reuse
For the purposes of this evaluation, it was assumed that 1 percent of single-family homes would adopt a
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Source: Valley Water News (Valley Water, 2024)
Figure 3.12 Graywater System “Laundry-to-Landscape” Schematic
3.4.11.2 Costs
Costs were developed for graywater system installation in both single-family homes and at City sites. As
Laundry-to-Landscape”
cost score of one (1).
3.4.11.3 Estimated Yield
Yield was calculated using assumptions from the San Francisco Graywater Design Manual for Outdoor
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roughly 40 gpd. Moreover, it was assumed that each non-SFR City site would produce double the yield for
yield
score of one (1).
3.4.11.4 Supply Reliability
While this water supply would provide irrigation for single-family homes and select City sites, this option
supply reliability score of two (2).
3.4.11.5 Total Screening Score
Receiving a total score of four (4), this option will not move forward to the portfolio evaluation process
3.4.12 Residential Rainwater Capture
3.4.12.1 Description
The City, in conjunction with Valley Water, administers a
This option seeks to expand the implementation of the
Source: City of Palo Alto Rain Barrel Rebateassociated with them, such as City owned facilities, multi-
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3.4.12.2 Costs
Costs were developed for rain barrel installation in single-family homes. As this plan only considers costs
With an assumed useful life of 15-years for each rain barrel, the unit cost is estimated at $58,300/af, which
cost score of one (1). Similar to the enhanced water conservation programs,
3.4.12.3 Estimated Yield
Available, historical rainfall data was collected for Palo Alto from the National Oceanic and Atmospheric
Using the NOAA data, there are approximately 5 inches of qualifying rainfall per year. It was assumed that
yield score of one (1). It should be noted that the average yield
3.4.12.4 Supply Reliability
This option would not increase water supply reliability for the City because there will be inherently fewer
supply reliability score
of one (1).
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3.4.12.5 Total Screening Score
Receiving a total screening criteria score of three (3), this option will not move forward to the portfolio
3.4.13 Green Stormwater Infrastructure
3.4.13.1 Description
This option would involve the installation of green stormwater infrastructure (GSI) throughout Palo Alto at
.Bioretention areas installed between the curb and sidewalk or as curb extensions to slow traffic.
In general, for the purposes of this Plan, GSI utilizes stormwater runoff to irrigate aesthetic landscape
3.4.13.2 Costs
The OWP developed estimated unit costs using green street project concepts developed for the One
(Carollo, 2018). The planning level costs presented in this plan were escalated to
present day dollars using the ENR regional index ratio. Costs were developed based on a comparison of
the cost estimating methods presented in the Enhanced Watershed Management Plans (EWMPs) for the
Ballona Creek, Dominguez Channel, Marina del Rey, Santa Monica Bay, and Upper Los Angeles River
watershed. Parameters considered include the green streets footprint, static capture volume, volume of fill
media, and underdrain volume. In addition, the annual O&M cost for green street projects was estimated
as 6 percent of the project capital cost. Unit costs, on average, are $1,000/linear feet of green street or
$17,000/af stormwater captured (Carollo, 2018). Unit costs for below-ground facilities in parking lots and
City facility sites could be less costly due to possibly easier construction with fewer potential utility
conflicts and traffic control needs, however the unit cost is still expected to exceed $4,000/af due to the
limited yield these GSI projects generate with California hydrology. Hence, the corresponding cost score
is one (1).
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Figure 3.13 Green Stormwater Infrastructure Schematic
3.4.13.3 Estimated Yield
The green stormwater infrastructure projects included in the estimated yield include the high and medium
Green Stormwater Infrastructure Plan as depicted in Figure 3.14.
estimated yield score is one (1).
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Figure 3.14 Planned Green Stormwater Infrastructure Projects
3.4.13.4 Supply Reliability
This option would not increase water supply reliability for the City, because the availability of stormwater
supply reliability score of one (1).
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3.4.13.5 Total Screening Scores
Receiving a total screening criteria score of three (3), this option will not move forward to the portfolio
3.4.14 Multi-Source Storage
3.4.14.1 Description
This option would consist of the construction of large, below-grade storage tanks at City parks to store
The permanent dewatering sites are areas where the groundwater levels are shallow and must frequently
The following parks were selected to site potential storage tanks based on their proximity to either the
.Peers Park.
Heritage Park.
The selected parks, dewatering sites, and existing recycled water pipelines are shown on Figure 3.15. The
Each multi-source storage site would require that a Title 22 Engineering Report be prepared, which would
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3.4.14.2 Costs
Capital costs were developed using a typical planning level unit cost for small concrete tank storage of
cost score of one (1).
Table 3.8 Multi-Source Storage Option Sizing and Cost Estimates
Unit Cost
(capital and
O&M cost)
($/af)
Estimated Conveyance Total Capital Irrigation
Demand(2)
(afy)
Backup |
Water Supply
Source(3)
Park Name Pipeline Cost(1)
($M)Length (LF)
Peers 68,000
45,000
63,000
40,000
28,000
245,000
3,000
4,000
4,000
3,000
1,500
15,500
$4.7
$5.5
$5.8
$4.3
$2.3
$22.6
$30,900
$39,700
10.3 Dewatering water
N/A
Ramos
10.7
4.8
Total 38.6
Notes:
(1) All capital costs include a 2.25 multiplier of the estimated construction cost to account for construction cost contingencies,
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Figure 3.15 City Parks Selected for Multi-Source Storage Tank
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3.4.14.3 Estimated Yield
Total yield is dependent on-site selection, and the number of sites implemented. It is assumed that the full
estimated yield score of one (1).
3.4.14.4 Supply Reliability
This option would increase water supply reliability for the City. The proposed water sources (dewatering
supply reliability score of three (3).
3.4.14.5 Total Screening Score
Receiving a total screening criteria score of five (5), this option will not move forward to the portfolio
3.4.15 San Francisco Bay Desalination
3.4.15.1 Description
Several studies have been completed to evaluate desalination as a new water supply using either the San
Long-Term Reliability Water Supply Strategy Phase II Report
This option would consist of the construction of a local small-scale desalination plant owned and
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Figure 3.16 Small scale Bay Water Desalination for Palo Alto Schematic
Per the 2015 BAWSCA Strategy, it is assumed that the desalination facility would have a 50 percent
3.4.15.2 Costs
Cost estimates from the BAWSCA Strategy for construction of a 15-mgd regional desalination facility form
cost score of one (1).
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3.4.15.3 Estimated Yield
The estimated yield for a Palo Alto-owned desalination facility is assumed to have a treatment capacity of
Long Term Reliable Water Supply Strategy Final Report (CDM
yield score of three (3).
3.4.15.4 Supply Reliability
Desalination would increase water supply reliability for the City as the proposed water source (San
supply
reliability score of three (3).
3.4.15.5 Total Screening Score
Receiving a total screening score of seven (7), this option will move forward to the portfolio process as
3.5 Options Costs and Screening Conclusions
Table 3.9 and Table 3.10 summarize the unit cost estimates for each of the options that made it to the
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Table 3.9 Unit Cost Estimate of all Screened Options - 1
Emergency Emergency
(1) (Option 1)(1)
DPR with
Palo Alto
Treatment
Facility(1)
DPR with
Regional
Treatment
Facility(1)
Enhanced
Conservation Conservation
Phase 1(1)
3.4.2
Enhanced
Supply Option Supply Wells(1)Phase 2(1)
3.4.3Section3.4.1 3.4.4 3.4.4 3.4.5 3.4.6 3.4.7
Total Capital Cost
Capital Cost ($)$0 $0 $0 $49,760,760 $1,532,363 $993,011 $105,257,000 $16,410,000
Land Acquisition Cost ($)
Amortized Capital and Land Cost ($/yr)
Total O&M Cost
$0 $0 $11,463,000 $0
$3,408,068 $92,395 $64,597 $1,067,494
GPC ($/yr)N/A
$27,726,660
$0
N/A
$188,176
N/A
N/A
$639,142
N/A
$5,172,000 $5,172,000 $93,096 $0 $0
O&M Cost ($/yr)$1,811,749 $212,010 $9,305,267 $6,049,640
Energy Cost ($/yr)
Total Unit Cost(1)
Total Annual Cost ($/yr)$27,726,660
(2)
$188,176
(3)
$639,142 $10,491,781 $5,576,369 $167,791 $16,972,804 $7,117,134
330(4)
$0
2,250
$1,515
$2,299
$805
3,000 4,723
$1,608
$0
1,769
Capital Cost Unit Cost ($/af)$1,196
$0 $0 $0 $1,724
$2,210 $312 $1,939 $1,970 $3,420
$4,024
$44 $33 $61
Total Unit Cost ($/af)$2,210 $312(2)$1,939(3)$4,663 $1,859 $3,107 $3,594
Notes:
(1) Supply Options Cost Estimating Details (see Appendix C). Cost Estimates generally reflect 2023 dollars and construction cost estimates are adjusted to ENR Index for the
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Table 3.10 Unit Cost Estimate of all Screened Options - 2
DPR with
Palo Alto
Facility and
the SSRF
NPR with
Phase 3
Extension to
Foothills(1)
San
Francisco
Bay
IPR with
Groundwater
Injection(1)
Graywater
Capture and Rainwater
Reuse(1)
3.4.11
Residential Green
Stormwater Multi-Source
(1)Supply Option
Capture(1) Infrastructure(1)Desalination(1)
Section 3.4.8 3.4.9 3.4.10 3.4.12 3.4.13 3.4.14 3.4.15
Total Capital Cost
Capital Cost ($)
Land Acquisition Cost ($)
$48,900,000 $188,900,000 $148,510,000 $0 $0 $4,080,000 $22,630,000 $251,832,599
Amortized Capital and Land Cost ($/yr) $3,662,396 $12,769,597 $9,660,789 $265,410
Total O&M Cost
Groundwater Production Charge ($/yr)$0 $5,671,960 $0 $0
$46,650
$0
$0
$43,251
$0
$0
$240,000
$0
$0
$60,000
$0
$0
$1,897,644 $992,271 $9,827,073
Energy Cost ($/yr)
Total Unit Cost
Total Annual Cost ($/yr)$5,605,085 $25,709,597 $10,653,060 $46,650 $43,251 $505,410 $1,532,114 $30,324,272
630
$5,813
$0
5,150
$2,480
$1,101
$1,206
$205
1,100
$8,783
$0
39
$38,125
$0
4,480
$4,289
$0
Capital Cost Unit Cost ($/af)$0 $0 $8,847
$0 $0
$3,012 $902 $8,215 $58,321 $8,000 $1,554 $2,193
Total Unit Cost ($/af)$8,897 $4,992 $9,685 $8,215 $58,321 $16,847 $39,679 $6,768
Notes:
(1) Supply Options Cost Estimating Details (see Appendix C).Cost Estimates generally reflect 2023 dollars and construction cost estimates are adjusted to ENR Index for the
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The information presented for each of the potential options discussed in this chapter to support the
Table 3.11 Options Comparison
Unit Cost
in 2023 dollars(1)
($/af)
Estimated Yield Increases Supply
?
Category Option
(afy)
Imported Water RWS Supply $2,210 12,546 Neutral
Conservation Enhanced Conservation - Phase 1
$1,939
$4,663
$3,107
$3,594
$8,897
$4,024
$4,992
$9,685
$8,215
$58,321
$16,847
$39,679
$6,768
618 Yes
2,250 Neutral
New Irrigation Wells
DPR with Palo Alto Facility 4,723
Yes
1,769 Yes
Yes
Neutral
Onsite Water
1.4
Stormwater 30 No
39 Yes
Desalination
Notes:
Bay Water Desalination 4,480 Yes
(1) Cost numbers are not rounded from the calculations presented in Appendix C to avoid inconsistencies in rounded values. However, these
+100% due to limited
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Table 3.12 Summary of Screening Scores
Supply
Reliability in
Drought
Estimated Total Move toCostsCategoryOptionScreening Portfolio
?(afy)Years
Imported Water RWS Supply 2 3 2 7 Yes
es
es
es
No
Conservation Enhanced Conservation - Phase 1
New Irrigation Wells
DPR with Palo Alto Facility Yes
es
es
es
No
Onsite Water No
No
Stormwater No
No
Desalination
Notes:
Bay Water Desalination Yes
(1) Cost numbers are not rounded from the calculations presented in Appendix C to avoid inconsistencies in rounded values.
+100% due to limited level of project information often coupled with significant uncertainties at this planning
Table 3.12, the top 8 ranked new local options, excluding the existing RWS Supply, are:
.Enhanced Conservation - Phase 1 (score 8).
Groundwater (score 6).
DPR with Regional Facility and SSRF (score 6).
The options that passed both the pre-screening and screening process were developed in more detail as
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CHAPTER 4 OPTION EVALUATION
This chapter starts with a brief introduction, followed by a description of the evaluation criteria,
4.1 Introduction
As described in Chapter 3 and depicted on Figure 4.1, the development of the recommended strategy
1. Regional Water Supply (RWS) Supply.
5. Palo Alto Indirect Potable Reuse (IPR).
8. DPR with Regional Facility and the Small Salt Removal Facility (SSRF).
Figure 4.1 Options Evaluation Process
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Detailed cost estimates were prepared for each of the nine (9) options using a variety of source
documents and planning-level sizing of the key components. The cost estimating method used for each
.Cost Escalation Method: Costs are based on previous studies and are updated to account for
.Programmatic Cost Estimate: Cost estimate for options that are gradually implemented over time,
Bottom-Up Calculation: Full conceptual level cost estimate for projects that have not been evaluated
prior to this OWP and/ or options that do not have a previous cost estimate.
The detailed cost estimates for each option are presented in Appendix C, along with the general cost
4.2 Evaluation Criteria
The criteria used to evaluate the options in this OWP were developed to reflect a wide range of
1. Reliability.
2. Unit Cost.
3. Environmental Benefits.
The Environmental Benefits and Ease of Implementation criteria each have multiple sub-criteria described
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An excel-based portfolio evaluation tool (Evaluation Tool or Tool) was developed to compare options that
Appendix D.
4.2.1 Reliability
This criterion assesses an option’s dry year yield and, thus, its ability to alleviate a supply shortage due to
Options were evaluated solely based on dry year yield, which is calculated by multiplying the option’s
4.2.2 Unit Cost
This criterion measures the capital and operating cost of each option, expressed as a Unit Cost in dollar
Similar to the Reliability criterion, other options are scored proportionally based on unit cost. For example,
These scores reflect the comparative costs based on the specified cost year in the Evaluation Tool; they
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4.2.3 Environmental Benefits
The Environmental Benefits criterion is separated into the following three (3) sub-criteria to reflect a range
1. Reduced Reliance on the Tuolumne River.
3. Ecological Benefits.
These three sub-criteria are further described in more detail in the sections below.
4.2.3.1 Reliance on Tuolumne
In 2018, Palo Alto’s City Council adopted a position in support of the Bay-Delta Plan, reflecting the
The Reliance on Tuolumne sub-criterion is differentiated from the Reliability criterion in that Reliance on
4.2.3.2 Efficient Use of Water
This sub-criterion scores options based on using water efficiently to elevate options that increase water
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Table 4.1 Efficient Use of Water Sub-Criterion Scoring
Definition
Overall Rating – Very Efficient
Reduces water use5 (best)
Overall Rating – Efficient
Uses recycled water that would otherwise be discharged as treated effluent4
Overall Rating – Neutral3Uses water from a non-potable (e.g., saline) water source or uses a blend of recycled water and freshwater
Overall Rating – Not Efficient
Uses freshwater or brackish water from an existing source of water supply
Overall Rating – Not Efficient with Known Negative Environmental Impact
Uses freshwater from an untapped source of water supply1 (worst)
4.2.3.3 Ecological Benefits
This sub-criterion considers the potential benefits and impacts to ecosystem and watershed health, as well
Table 4.2 Ecological Benefits Criterion Score Definitions
Definition
Overall Rating – Significant Benefits
5 (best).Significantly restores ecosystems and/or improves watershed health
Overall Rating – Moderate Benefits
4 .Moderately restores ecosystems and/or improves watershed health
Overall Rating – Neutral
3 .Limited benefit or negative impact to ecosystems and/or watershed health
Overall Rating – Moderate Negative Impacts
.Moderate negative impact to ecosystems and/or watershed health
Overall Rating – Significant Negative Impacts
1 (worst).Significant negative impact on ecosystems and/or watershed health
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4.2.4 Ease of Implementation
The Ease of Implementation criterion is separated into the following three (3) sub-criteria to capture
1. Implementation Timeline.
These three sub-criteria are further described in the sections below.
4.2.4.1 Implementation Timeline
This sub-criterion captures a qualitative assessment of potential implementation timelines and feasibility
A score of 5 suggests readiness for immediate implementation within a year, while a score of 1 indicates
Table 4.3 Implementation Timeline Sub-Criterion Score Definitions
Definition
Ready for immediate implementation (< 1 year)
.Feasibility studies performed (or not needed)
5 (best)
No regulatory constraints
Fast Implementation possible (< 2 years)
.Few new studies and/or preparations are needed
4
Typical Implementation Timeline (2-5 years)
.Some new studies and/or preparation needed
2-5 years design and construction duration anticipated
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Score Definition
Moderate Implementation Timeline (5-10 years)
.Moderate studies and/or preparation needed
Multi-year design, CEQA analysis, and permitting process anticipated
Likely requires some level of public engagement
Long Implementation Timeline (>10 years)
.No or only limited feasibility studies performed
1 (worst)Long design, CEQA analysis, and permitting process anticipated (5-10 years)
Extensive public engagement efforts required
4.2.4.2 Operational Complexity
The qualitative Operational Complexity sub-criterion evaluates the operational ease and staffing
Table 4.4Operational Complexity Sub-Criterion Score Definitions
Score Definition
Very straightforward
.Little to no operation required5 (best)
Straightforward
4 .Some additional staff may be needed
Typical3.Some additional staff and training needed
Difficult
.More staff and training needed
Very difficult
.Extensive, 24/7 operation needed1 (worst)Significant staff needed
Significant training and/or certifications needed
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4.2.4.3 Public Acceptance
The qualitative Public Acceptance sub-criterion evaluates the anticipated public reception and community
Table 4.5 Public Acceptance Sub-Criterion Score Definitions
Highly Favorable
5 (best).Expect the public and other stakeholders to perceive the project very positively
Expect the public and other stakeholders to embrace the project quickly as being good for the City
Favorable4.Expect the public and other stakeholders to perceive the project positively
Neutral/ Mixed
.Expect the public and other stakeholders to have a mixed opinion of the project, with some support
Less Favorable
2
1 (worst)
4.3
.Expect the public and other stakeholders to perceive the project negatively
Not Favorable
.Expect the public and other stakeholders to perceive the project very negatively
Criteria Weighting
Criteria weighting refers to assigning the relative importance or priority to different criteria or factors
The results of the weighting exercises for each group are shown in Table 4.6, along with an average
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Table 4.6 Evaluation Criteria Weighting
Community Community
Online Survey
Weight
AverageCriteriaCity Weight Selected Weight
Reliability.41%32%29%34%35%
Environmental Benefits.
Ease of Implementation.
All three respondent groups indicated the same order of priorities for decision-making. For example,
Similarly, Unit Cost and Ease of Implementation received lower weights by all respondent groups, with
4.4 Option Evaluation
This section describes how the option evaluation scores were assigned or calculated for each criterion for
4.4.1 RWS Supply
The evaluation of the RWS Supply option against the evaluation criteria is summarized in Table 4.7. While
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Table 4.7 RWS Supply Evaluation Results
Evaluation Criteria Score Explanation
Reliability 1.0 This option inherently does not mitigate shortages in RWS supplies.
4.1 RWS Supply has an estimated unit cost of $2,210/af in 2023 dollars and
$4,088/af in 2045. This is relatively low compared to other options.
Environmental Benefits 5.0 Combined score of 3 sub-criteria (in italics below)
Reliance on Tuolumne 1 RWS Supply does not reduce Palo Alto’s dependence on supplies from the
Efficient Use of Water 2 RWS Supply is not considered to be an efficient use of water in the context of
2 Per the City’s stance on the Bay-Delta Plan implementation, it is acknowledged
Ease of Implementation
Implementation Timeline
Operational Complexity
15.0 Combined score of 3 sub-criteria (in italics below)
5 RWS Supply is the City’s existing supply, so it is already implemented.
RWS Supply is the City’s existing supply, so operation is very straightforward,
Public Acceptance 5 RWS Supply is perceived as highly favorable by the general public, given its
Total Unweighted Score 25.1 Out of a maximum score of 40.
4.4.2 Enhanced Water Conservation – Phase 1
Table 4.8 shows the evaluation of the Enhanced Water Conservation – Phase 1 option against the
Note that there is no expected change in dry year yield relative to normal year yield; although dry
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Table 4.8 Enhanced Conservation – Phase 1 Evaluation Results
Evaluation Criteria Score
1.6
Score Explanation
Reliability This option has a relatively low dry year usage offset yield of 724 afy in 2045.
5.0 This option has an estimated unit cost of $312/af in 2023 dollars and $690/af in
Environmental Benefits 10.6 Combined score of 3 sub-criteria (in italics below)
Reliance on Tuolumne 1.6 This option has a relatively low normal year usage offset yield of 724 afy in 2045
Efficient Use of Water 5 This option is considered very efficient in its use of water as it promotes water
Through its reduction in overall water use, this option moderately benefits
Ease of Implementation 11.0 Combined score of 3 sub-criteria (in italics below)
Implementation Timeline 3 Implementing different measures within this option have different timelines with
Operational Complexity 4 This option is somewhat straightforward with minor training and some additional
This option is likely to be favorable to the public and other stakeholders as the
Total Unweighted Score 28.2 Out of a maximum score of 40.
4.4.3 Enhanced Water Conservation – Phase 2
The evaluation of the Enhanced Water Conservation – Phase 2 option against the evaluation criteria is
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Overall, while offering notable benefits in Unit Cost and Environmental Benefits criteria, this option’s
Table 4.9 Enhanced Conservation – Phase 2 Evaluation Results
Evaluation Criteria Score Explanation
Reliability 1.5 This option has a relatively low dry year usage offset yield of 618 afy in 2045.
4.0 This option has an estimated unit cost of $1,939/af in 2023 dollars and $4,313/af
Environmental Benefits 10.5 Combined score of 3 sub-criteria (in italics below)
Reliance on Tuolumne 1.5 This option has a relatively low normal year usage offset yield of 618 afy in 2045
and thus does not significantly decrease Palo Alto's dependence on supplies from
Efficient Use of Water 5 This option is considered very efficient in its use of water as it promotes water use
Through its reduction in overall water use, this option moderately benefits
Ease of Implementation 8.0 Combined score of 3 sub-criteria (in italics below)
Implementation Timeline 2 The measures included in this option are expected to take up to 10 years to reach
Operational Complexity 3 This option is moderately straightforward with some training and some additional
Mixed opinions are expected, given the range of measures included in this option.
Total Unweighted Score 24.0 Out of a maximum score of 40.
4.4.4 Groundwater
Table 4.10 shows the evaluation of the Groundwater option against the evaluation criteria. With a dry year
Northwest County Recycled Water Strategic Plan analysis of the groundwater that could be
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The dry year yield for this option is expected to be approximately 20 percent lower than the normal year
Table 4.10 Groundwater Evaluation Results
Evaluation Criteria
Reliability
Score Score Explanation
2.6 With a dry year yield of 1,800 afy, this option falls slightly lower than the middle of
Unit Cost 2.0 This option has an estimated unit cost of $4,663/af in 2023 dollars and $12,045/af
Environmental Benefits 7.7 Combined score of 3 sub-criteria (in italics below)
Reliance on Tuolumne 2.7 With a normal year yield of 2,250 afy, this option moderately reduces Palo Alto's
Efficient Use of Water 2 This option is not considered to be an efficient use of water because it uses
This option has limited benefits or negative impacts on ecosystems and
Ease of Implementation 9.0 Combined score of 3 sub-criteria (in italics below)
Implementation Timeline 3 Many studies have been completed already. Permitting efforts would be needed,
infrastructure. This option has a typical implementation timeline of 2-5 years
Operational Complexity 3 This option would require some additional staff and training.
Neutral or mixed opinions are expected, with some in support and others in
Total Unweighted Score 21.3 Out of a maximum score of 40.
The Unit Cost for this option is the second highest of all options that passed the screening criteria,
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Environmental Benefits and Ease of Implementation criteria score moderately well for this option, as it is
Overall, Groundwater received moderate scores across most criteria but low scores for Unit Cost and
4.4.5 DPR with Palo Alto Facility
The evaluation of the DPR with Palo Alto Facility option against the evaluation criteria is shown in
The Unit Cost for this option falls near the middle of all options considered in this OWP, resulting in a
Moreover, it is operationally complex, requiring additional training and staff. In terms of Public
As shown in Table 4.11, the combined, unweighted score of the DPR with Palo Alto Facility option is 22.9
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Table 4.11 DPR with Palo Alto Facility Evaluation Results
Reliability
Score Explanation
4.9 With a dry year yield of 4,487 afy (assuming a 5% cutback due to declining
Unit Cost 3.4 This option has an estimated unit cost of $3,594/af in 2023 dollars and
$6,836/af in year 2045, generally in the middle of other option unit costs.
Environmental Benefits 10.7 Combined score of 3 sub-criteria (in italics below)
Reliance on Tuolumne 4.7 With a normal year yield of 4,723 afy, this option significantly reduces Palo
Efficient Use of Water 4 This option scores well as an efficient use of water as it uses recycled water
2 This option has a moderately negative impact on ecosystems and watershed
Ease of Implementation 4.0 Combined score of 3 sub-criteria (in italics below)
Implementation Timeline 1 Given the recent approval of statewide DPR regulations, and additional
Operational Complexity 1 This option is very complicated to operate relative to other non-DPR options, as
This option is expected to have more opposition from the public than other
Total Unweighted Score 22.9 Out of a maximum score of 40.
4.4.6 DPR with Regional Facility
The evaluation of the DPR with the Regional Facility option against the evaluation criteria is shown in
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Water Transfer option is exercised, meaning that in the Evaluation Tool, the Valley Water transfer is active
Table 4.12 DPR with Regional Facility Evaluation Results
Evaluation Criteria
Reliability
Score Score Explanation
2.5 With a dry year yield of 1,681 afy, this option would moderately benefit the City
Unit Cost 2.9 This option has an estimated unit cost of $4,024/af in 2023 dollars and $8,689/af
Environmental Benefits 8.4 Combined score of 3 sub-criteria (in italics below)
Reliance on Tuolumne 2.4 With a normal year yield of 1,769 afy, this option moderately reduces Palo Alto's
Efficient Use of Water 4 This option scores as an efficient use of water as it uses recycled water that
This option has a moderately negative impact on ecosystems and watershed
Ease of Implementation 8.0 Combined score of 3 sub-criteria (in italics below)
Implementation Timeline 1 Given the recent approval of statewide DPR regulations and the fact that this
Operational Complexity 5 Although operating an AWPF is generally complex, Valley Water would be
Public Acceptance This option is expected to have more opposition from the public than other
Total Unweighted Score 21.7 Out of a maximum score of 40.
The Unit Cost for this option falls near the middle of all options considered in this OWP, resulting in a
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Complexity of the DPR with Regional Facility option would be straightforward for Palo Alto, as the City
Overall, DPR with Regional Facility scores moderately well across most criteria, with high scores for
4.4.7 DPR with Palo Alto Facility and SSRF
The evaluation of the DPR with Palo Alto Facility and SSRF option against the evaluation criteria is
Table 4.13 DPR with Palo Alto Facility and SSRF Evaluation Results
Evaluation Criteria
Reliability
Score Score Explanation
With a dry year yield of 599 afy, this option yield limits the benefit to the City’s dry
Unit Cost 1 This option has a unit cost of $8,897/af in 2023 dollars and $15,597/af for year
Environmental Benefits 7.5 Combined score of 3 sub-criteria (in italics below)
Reliance on Tuolumne 1.5 With a normal year yield of 630 afy, this option yield provides limited benefit to
Efficient Use of Water 4 This option scores as an efficient use of water as it uses recycled water that
This option has a moderately negative impact on ecosystems and watershed
Ease of Implementation 4.0 Combined score of 3 sub-criteria (in italics below)
Implementation Timeline 1 Given the recent approval of statewide DPR regulations and the fact that this
Operational Complexity 1 This option is very complicated to operate relative to other non-DPR options, as
This option is expected to have more opposition from the public than other
Total Unweighted Score 14.0 Out of a maximum score of 40.
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With a dry year yield of 599 afy and a normal year yield of 630 afy, this option scores relatively lower on
The Unit Cost for this option is the highest of all of the options that passed through the pre-screening and
Overall, DPR with Palo Alto Facility and SSRF scores low across many criteria due to its low yield, high cost,
4.4.8 IPR with Groundwater Injection
The evaluation of the IPR via groundwater injection wells option against the evaluation criteria is shown in
The Unit Cost for this option falls in the middle to upper end, resulting in a moderately low Unit Cost
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associated with reduction of flows from the Tuolumne River. IPR has a moderately long implementation
Overall, IPR addresses Reliability concerns and reduces Reliance on Tuolumne River, but it would be
Table 4.14 IPR with Groundwater Injection Evaluation Results
Evaluation Criteria
Reliability
Score Score Explanation
5.0 With a dry year yield of 4,893 afy, this option has the highest dry year yield of all
Unit Cost 2.4 This option has an estimated unit cost of $4,992/af in 2023 dollars and
Environmental Benefits 10.0 Combined score of 3 sub-criteria (in italics below)
Reliance on Tuolumne 5.0 With a normal year yield of 5,150 afy, this option significantly reduces Palo Alto's
Efficient Use of Water 3 IPR is considered neutral in this criterion as it uses a combination of groundwater
2 This option has a moderately negative impact on ecosystems and watershed
Ease of Implementation 7.0 Combined score of 3 sub-criteria (in italics below)
Implementation Timeline 2 While IPR has been extensively implemented in California, additional studies and
Operational Complexity 2 This option is fairly complicated to operate relative to other options, as the AWPF
Public Acceptance 3 Mixed opinions are expected, as IPR is more generally publicly accepted than
Total Unweighted Score 24.4 Out of a maximum score of 40.
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4.4.9 Bay Water Desalination
Table 4.15 shows the evaluation of the Bay Water Desalination option against the evaluation criteria. With
Overall, while Bay Water Desalination offers benefits in addressing water shortages and reducing Reliance
Table 4.15 Bay Water Desalination Evaluation Results
Evaluation Criteria
Reliability
Score Score Explanation
4.9 With a dry year yield of 4,480 afy, this option has one of the highest dry year
Unit Cost 2.0 This option has an estimated unit cost of $6,768/af in 2023 dollars and $11,815/af
Environmental Benefits 8.5 Combined score of 3 sub-criteria (in italics below)
Reliance on Tuolumne 4.5 With a normal year yield of 4,480 afy, this option reduces Palo Alto's dependence
Efficient Use of Water 3 Bay Water Desalination is scored neutral in this criterion as it uses water from a
This option may have a negative impact on ecosystems and watershed health
Ease of Implementation 5.0 Combined score of 3 sub-criteria (in italics below)
Implementation Timeline 1 More in-depth feasibility studies and design processes would be needed for this
Operational Complexity 1 This option is very complicated to operate relative to other options, as the
Mixed opinions are expected, with some in support of this option as a
Total Unweighted Score 20.4 Out of a maximum score of 40.
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4.5 Option Evaluation Summary
The evaluation criteria scores for each option are summarized in Table 4.17. Both the unweighted and
Table 4.16 Example of Weighted Score Calculation
Raw Score Criteria Weight Weighted ScoreEvaluation Criteria
Reliability 5.0
2.4
10.0
3.0
2.0
5.0
7.0
2.0
2.0
3.0
24.4
35%
10%
10%
10%
5%
1.8
0.3
0.2
0.5
0.1
0.1
0.2
Unit Cost
Environmental Benefits
Reliance on Tuolumne
Efficient Use of Water
Ecological Benefits
Ease of Implementation
Implementation Timeline
Operational Complexity
Public Acceptance
5%
5%
Total Unweighted Score 100%
Notes:
Example reflects the Raw and Weighted scores for the IPR with Groundwater Injection option.
As shown in Table 4.17, the new options (excluding RWS Supply), that score the highest without applying
.Enhanced Water Conservation – Phase 1 (total score: 28.2).
Enhanced Water Conservation – Phase 2 (total score: 24.0).
When considering all criteria and sub-criteria with their relative weighting factors developed with input
.DPR with Palo Alto Facility (total score: 3.7).
IPR with Groundwater Injection (total score: 3.6).
Enhanced Water Conservation – Phase 1 and Bay Water Desalination (both total score: 3.2).
It can be concluded that both Enhanced Water Conservation – Phase 1 and IPR with Groundwater
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Table 4.17 Option Evaluation Results Summary
Environmental Benefits Ease of Implementation
Total
Unweighted
Score(3)
Total
Weighted
Score(3,4)
Reduced
Tuolumne
River
Unit
Cost EfficientOptionReliability Ecological Implementation Operational Public
Benefit Timeline Complexity Acceptance
Reliance
Criteria Weight 35%
1.0
1.6
1.5
2.6
4.9
2.5
1.5
5.0
4.9
20%
4.1
5.0
4.0
2.0
3.4
2.9
1.0
2.4
2.0
10%
1.0
1.6
1.5
2.7
4.7
2.4
1.5
5.0
4.5
10%
2
10%
2
5%
5
5%
5
5%
5
n/a n/a
2.4
2.8
2.5
2.7
1.7
3.2
RWS Supply 25.1
28.2
24.0
24.4
Enhanced Conservation – Phase 1 5 4 3 4 4
5 4 2 3 3
2 3 3 3 3
DPR with Palo Alto Facility(1)
DPR with Regional Facility(2)
DPR with Palo Alto Facility and SSRF
IPR with Groundwater Injection(1)
4 2 1 1 2
4 2 1 5 2
4 2 1 1 2
3 2 2 2 3
Bay Water Desalination
Notes:
3 1 1 1 3
(1) DPR with Palo Alto Facility and IPR with Groundwater Injection options assume that Valley Water does not exercise its option to transfer a portion of RWQCP effluent
(4) The three highest scores of new options (excluding the benchmark RWS Supply) are shown in bold font.
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4.5.1 Results without Valley Water Transfer
The weighted-criteria evaluation results without Valley Water exercising the RWQCP effluent transfer
Figure 4.2 Options Evaluation Results without the Valley Water Transfer
4.5.2 Results with Valley Water Transfer
The weighted-criteria evaluation results with Valley Water exercising the RWQCP effluent transfer option
The bar charts also show again visually that the DPR with Palo Alto Facility and SSRF scores the lowest of
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Figure 4.3 Options Evaluation Results with the Valley Water Transfer
It can be observed that the weighted score of Bay Water Desalination (3.2) is higher than the weighted
It should also be noted that Bay Water Desalination scores very high when compared with the other
.Reliability Score: This criterion has the highest relative weight of 35 percent. Due to the assumed
.Cost Score: Bay Water Desalination is expensive and thus brings the overall score down compared to
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Hence, these two (2) opposing dynamics result in a high score of Bay Water Desalination in the option
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CHAPTER 5 PORTFOLIO DEVELOPMENT AND
EVALUATION
Portfolios in the One Water Plan (OWP) consist of recommended combinations of options. This chapter
5.1 Portfolio Approach
As described in Chapters 3 and 4, a total of 27 options underwent a preliminary high-level screening
Figure 5.1 Option Evaluation Process
Based on the results and discussions with City staff, it was decided to include eight (8) of the nine (9)
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the alternative of Palo Alto DPR (without the SSRF) had the highest weighted score of 3.7 as shown in
Table 5.1 Options Evaluation Results Summary
Total
Unweighted
Score(2)
Normal Year Dry Year Dry Year
(3)Weighted
(2)
Yield Reduction
(3)Options(1)
DPR with Palo Alto Facility (4)
Palo Alto IPR (4)
3.6 22.9 4,723 5%
10%
0%
4,487
Enhanced Conservation - Phase 1
(4)
4,480 0%4,480
0%
1,769
2,250
12,546
630
5%1,680
20%
RWS Supply (5)
DPR with Palo Alto Facility and SSRF
Notes:
(1) Options sorted by weighted score in descending order.
(5) Based on estimated supply capacities (and medium growth demand forecast for RWS Supply) in year 2045.
The options evaluation results informed which options the OWP included in the portfolio evaluation. The
5.2 Portfolio Development
As part of this OWP, a total of seven portfolios (A through G) were developed and evaluated. These
The options included in each of these portfolios were based on the option evaluation scoring as described
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Portfolio G may only be implemented if Valley Water does exercise the effluent transfer option. Table 5.2
Table 5.2 Overview of Options included in each Portfolio
Enhanced DPR
Conservation
RWS Phase 1 and Bay Water Ground- Palo Alto Palo Alto Regional
Portfolio Supply Phase 2 Desalination water DPR IPR Facility
A. Baseline X
B. Enhanced Conservation Phase 1 and 2 X
C. Enhanced Conservation Phase 1 and 2 X X
D. Enhanced Conservation Phase 1 and 2 X X
E. Enhanced Conservation Phase 1 and 2 X
F. Enhanced Conservation Phase 1 and 2 X
G. Enhanced Conservation Phase 1 and 2 X
5.2.1 Portfolio A – Baseline
Portfolio A represents the baseline portfolio which is the City's existing potable water supply from the
Appendix B.
5.2.2 Portfolio B – Enhanced Conservation Phase 1 and 2
Portfolio B builds on portfolio A with the addition of Enhanced Conservation Phase 1 and Phase 2, each
With the implementation of Enhanced Conservation Phase 1 (724 afy), and Enhanced Conservation
This portfolio can be implemented whether or not Valley Water exercises the option to transfer a portion
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Table 5.3 Projected Yield of Enhanced Water Conservation Phase 1 and 2
Enhanced Conservation Phase 1 Measures Yield in 2045 (afy)
229
212
Non-Functional Turf Ban for CII Properties 132
139
11
724
Enhanced Conservation Phase 2 Measures Yield in 2045 (afy)
446
152
619
Total Yield Estimate (Phase 1 and Phase 2)1,342
14,000
RWS Supply Enhanced Conservation, Phase 1 Enhanced Conservation, Phase 2
Figure 5.2 Normal Year Supply and Demand Projection for Portfolio B
5.2.3 Portfolio C –Enhanced Conservation Phase 1 and 2 with Bay Water
This portfolio builds upon Portfolio B with the addition of Bay Water Desalination using a dedicated
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Figure 5.3 depicts the estimated sources of supply and assumes the desalination plant comes online in
14,000
RWS Supply Bay Water Desalination
Enhanced Conservation, Phase 1 Enhanced Conservation, Phase 2
Figure 5.3 Normal Year Supply and Demand Projection for Portfolio C
Due to the long implementation timeline anticipated to design, permit, and construct a desalination
5.2.4 Portfolio D – Enhanced Conservation Phase 1 and 2 with Groundwater
This portfolio is similar to Portfolio C; however, Bay Water Desalination is replaced with the addition of
Figure 5.4 depicts the estimated sources of supply under the medium demand forecast. Palo Alto could
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14,000
RWS Supply Groundwater Enhanced Conservation, Phase 1 Enhanced Conservation, Phase 2
Figure 5.4 Normal Year Supply and Demand Projection for Portfolio D
5.2.5 Portfolio E –Enhanced Conservation Phase 1 and 2 with Palo Alto DPR
This portfolio is similar to Portfolio C with the addition of a Palo Alto DPR facility instead of Bay Water
This portfolio can only be implemented if Valley Water does not exercise the option to transfer a portion
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14,000
RWS Supply DPR with Palo Alto Facility
Enhanced Conservation, Phase 1
Figure 5.5 Normal Year Supply and Demand Projection for Portfolio E
5.2.6 Portfolio F – Enhanced Conservation Phase 1 and 2 with IPR
This portfolio is similar to Portfolio C with the addition of Indirect Potable Reuse (IPR) with groundwater
This portfolio can only be implemented if Valley Water does not exercise the option to transfer a portion
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14,000
RWS Supply IPR with Palo Alto Facility
Enhanced Conservation, Phase 1
Figure 5.6 Normal Year Supply and Demand Projection for Portfolio F
5.2.7 Portfolio G –Enhanced Conservation Phase 1 and 2 with Regional DPR
This portfolio is similar to Portfolio E with the addition of a Regional DPR water purification facility
The added local supply yield to supplement RWS Supply would be 1,769 afy from the regional purification
Palo Alto can only implement this portfolio if Valley Water exercises the option to transfer a portion of the
Due to the long implementation timeline anticipated to implement the Regional DPR option, this portfolio
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14,000
SFPUC Supply DPR with Regional Facility
Enhanced Conservation, Phase 1
Figure 5.7 Normal Year Supply and Demand Projection for Portfolio G
5.3 Evaluation Tool
The Palo Alto One Water Evaluation Tool facilitates the comparison of up to eight portfolios, each
Appendix D provides a more detailed description of the Tool and its functionalities.
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Figure 5.8 Evaluation Tool Flow Chart
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5.3.1 Data Inputs
Data inputs to the Tool include water demand forecast scenarios, option cost estimates (including capital
5.3.2 User Selections
Within the tool, the user makes selections regarding future scenario assumptions including demand, Palo
The user selections used in the OWP to evaluate portfolios A through G include:
.Demand Scenario: the medium demand scenario
Dry Year Reduction: a reduction in RWS Supply of 50 percent
Emergency Shortage Stage: assumed implementation of a Shortage Stage II (up to 20 percent) under
.Criteria Weights: Chapter 4, Section 4.3 presents the criteria weights selected for this OWP
The OWP assumes a reduction in RWS Supply of 50 percent as the City anticipates the need to implement
Palo Alto has a Water Shortage Contingency Plan with six stages, including Shortage Stage V which
Given these stated assumptions, the resulting unplanned supply gap quantities are for illustrative
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to a greater or lesser degree, thus limiting the severity of severely impactful drought measures Palo Alto
It should be noted that although the RWS Supply cutback assumption of 50 percent is maintained across
For ease of comparison, the portfolio evaluation keeps assumptions constant. However, the user can
5.3.3 Tool Outputs
The Tool summarizes data inputs and user selections at the portfolio level. The sections below provide an
Appendix D provides screenshots illustrating the Tool interface and graphical
5.3.3.1 Portfolio Evaluation
The portfolio evaluation is the development of weighted evaluation criteria scores for each portfolio and
The weighted score for each portfolio allows the portfolios to be evaluated by comparing them to the
For more details on the criteria weighting, see Section 4.3.
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5.3.3.2 Portfolio Supply Summary
The Tool includes a normal and dry year supply analysis simulated for each portfolio. The normal year
5.3.3.3 Portfolio Cost Estimates
The Tool uses the cost estimates provided by the user to calculate portfolio weighted unit costs based on
Appendix C.
5.4 Portfolio Evaluation Results
The Supply Evaluation Tool was used to evaluate the seven portfolios (A through G). The results presented
Table 5.4 and Table 5.5 summarize the raw and weighted portfolio evaluation scores, respectively. The top
Additionally, the weighted portfolio evaluation scores are also presented graphically in Figure 5.9 and
A discussion of the portfolio evaluation results by portfolio in alphabetical order is presented in the
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Table 5.4 Portfolio Evaluation Results – Raw Scores
C. Enhanced
Conservation
Conservation with Bay Water
D. Enhanced E. Enhanced
Conservation
with Palo Alto
DPR(2)
F. Enhanced
Conservation
with Palo Alto
IPR(2)
G. Enhanced
(3)
B. Enhanced
Criteria Sub-Criteria
Unit Cost
A. Baseline(2) Phase 1 and 2(2) Desalination(2) Groundwater(2)
Unit Cost(1)
Reliability
4.73
1.00
2.00
2.00
1.00
5.00
5.00
1.71
2.32
2.21
1.43
5.96
1.00
4.09
7.40
2.93
6.86
3.50
3.97
8.21
1.32
3.90
8.01
4.06
2.56
2.60
2.21
1.99
6.80
Reliability
Efficient Use of Water
Subtotal
Environmental
Implementation 5.00 4.74 3.31 4.38 3.23 3.51 4.17
Ease of Operational Complexity
Subtotal
5.00 4.84 3.42 4.48 3.34 3.61 4.84
15.00
25.73
14.42
27.09
10.86
23.34
13.34
25.56
10.28
25.96
11.14
24.37
13.43
26.85Total(2,3)
Notes:
The top three scores for each criterion and for the total score are shown in bold.
(3) Portfolio G assumes that Valley Water does not exercise its option to transfer a portion of RWQCP treated effluent (selected “Yes” in the Tool).
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Table 5.5 Portfolio Evaluation Results – Weighted Scores
C. Enhanced
B. Enhanced Conservation D. Enhanced E. Enhanced F. Enhanced G. Enhanced
Conservation
(2)
with Bay
Water
Desalination(2) Groundwater(2)
Conservation Conservation Conservation Conservation
Criteria A.
Criteria Sub-Criteria
Unit Cost
Weight
30%
Baseline(2)DPR(2)
0.70
1.39
0.31
0.22
0.29
0.82
IPR(2)
0.26
1.37
0.27
0.22
0.31
0.80
DPR(3)
0.81
0.90
0.26
0.22
0.20
0.68
Unit Cost(1)
Reliability
0.95 1.00
0.60
0.23
0.22
0.14
0.59
0.20
1.43
0.75
0.59
0.68
Reliability 0.35
Efficient Use of Water
Subtotal
0.20
0.20Environmental
0.10
0.50
Implementation 5%0.25 0.24 0.17 0.22 0.16 0.18 0.21
OperationalEase of
Public Acceptance 5%
15%
100%
0.25
0.75
0.24
0.72
0.21
0.55
0.22
0.66
0.19
0.52
3.43
0.20
0.56
2.99
0.22
0.67
3.06
Subtotal
Total(2, 3)
Notes:
The top three scores for each criterion and for the total score are shown in bold.
(3) Portfolio G assumes that Valley Water does not exercise its option to transfer a portion of RWQCP treated effluent (selected “Yes” in the Tool).
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Figure 5.9 Weighted Portfolio Scores without the Valley Water Transfer option
Figure 5.10 Weighted Portfolio Scores with the Valley Water Transfer option
5.4.1 Portfolio A - Baseline
Portfolio A has a weighted unit cost of $2,210/af in 2023 dollars and $4,088/af in 2045 dollars as listed in
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all the portfolios (0.35) in the reliability criteria and in the environmental benefits criteria (0.5) due to its
5.4.2 Portfolio B – Enhanced Conservation Phase 1 and 2
Portfolio B has a weighted unit cost of $2,075/af in 2023 dollars and $3,903/af in 2045 dollars as listed in
5.4.3 Portfolio C – Enhanced Conservation Phase 1 and 2 with Bay Water
Portfolio C has a weighted unit cost of $3,854/af in 2023 dollars and $6,663/af in 2045 dollars as listed in
5.4.4 Portfolio D – Enhanced Conservation Phase 1 and 2 with Groundwater
Portfolio D has a weighted unit cost of $2,566/af in 2023 dollars and $5,330/af in 2045 dollars as listed in
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words, it does not perform very well nor very poor in any of the categories. Due to the ease of
implementation compared to the other portfolios with new large local supply sources (Desal, IPR, and
5.4.5 Portfolio E – Enhanced Conservation Phase 1 and 2 with Palo Alto DPR
Portfolio E has a weighted unit cost of $2,654/af in 2023 dollars and $4,938/af in 2045 dollars as listed in
5.4.6 Portfolio F – Enhanced Conservation Phase 1 and 2 with IPR
Portfolio F has a weighted unit cost of $3,323/af in 2023 dollars and $6,440/af in 2045 dollars as listed in
5.4.7 Portfolio G – Enhanced Conservation Phase 1 and 2 with Regional DPR
Portfolio G has a weighted unit cost of $2,355/af in 2023 dollars and $4,552/af in 2045 dollars as listed in
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moderate score for environmental benefits (0.68). Notably, this portfolio is only possible if Valley Water
5.5 Portfolio Evaluation Comparisons
This section describes a comparison of the portfolio evaluation results following the three key outputs
5.5.1 Portfolio Scores
Based upon the raw criteria scores shown in Table 5.4, the highest scoring portfolios are:
.Portfolio B (Enhanced Conservation Phase 1 and 2
Portfolio E (Enhanced Conservation with Palo Alto DPR) and
Portfolios B and G score highly in the Unit Cost and Ease of Implementation Criteria, while Portfolio E has
.Portfolio E (Enhanced Conservation with Palo Alto DPR),
Portfolio E and G are top-scoring portfolios based on raw and weighted criteria, while Portfolio B is only a
Based upon the weighted criteria scores, Portfolio F (Enhanced Conservation with Palo Alto IPR) rises to be
The reasons explaining the weighted scoring results are presented below in alphabetical order.
Portfolio B – Enhanced Conservation Phase 1 and 2
Although Portfolio B (Enhanced Conservation Phase 1 and 2) is not a top-scoring portfolio looking at
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beneficial irrespective of which water supply infrastructure option Palo Alto moves forward with. For these
Portfolio C – Enhanced Conservation Phase 1 and 2 with Bay Water Desalination
Portfolio C (Enhanced Conservation with Bay Water Desalination) scores highly in the Reliability criteria,
Portfolio D – Enhanced Conservation Phase 1 and 2 with Groundwater
Portfolio D (Enhanced Conservation with Groundwater) scores in the middle for all weighted criteria
Portfolio E – Enhanced Conservation Phase 1 and 2 with Palo Alto DPR
Portfolio E (Enhanced Conservation with Palo Alto DPR) has a weighted criteria score (3.43), which is the
Portfolio F – Enhanced Conservation Phase 1 and 2 with IPR
Portfolio F (Enhanced Conservation with Palo Alto IPR) has the third highest weighted criteria score (2.99).
Conservation Phase 1 and 2 with Bay Water Desalination is more expensive), and therefore Portfolio F has
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facilities. This is because there is an anticipated need for more extensive community outreach and
Portfolio G – Enhanced Conservation Phase 1 and 2 with Regional DPR
Portfolio G (Enhanced Conservation with Regional DPR) is the portfolio with the second highest weighted
5.5.2 Portfolio Supply Mix and Unplanned Shortfalls
Figure 5.11 provides a graphical summary from the Tool output that compares Palo Alto’s year 2045 water
Figure 5.11 Normal Year Supply and Demand Analysis by Portfolio for 2045
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As shown in Figure 5.11, the amount of RWS Supply varies considerably between the portfolios, ranging
However, as shown in Figure 5.12, the supply and demand balance would change drastically under dry
Figure 5.12 Dry Year Supply and Demand Analysis by Portfolio for 2045 with a 50 percent RWS Supply Cutback
Based on 2045 demand conditions, a 20 percent demand reduction would lower the normal year demand
For analytical purposes, this analysis assumes that the City would only implement a Shortage Stage II to
Unplanned supply gaps (shown as red hatched areas in Figure 5.12 and listed in Table 5.6, range from
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unplanned supply gap by greater than 70 percent relative to the baseline portfolio. While Portfolios D and
Table 5.6 Unplanned Supply Gap Volumes by Portfolio During Dry Year
% Reduction in
Baseline Unplanned
Supply Gap Volume
Unplanned SupplyPortfolio
A. Baseline 3,764 0%
18%
77%
36%
74%
73%
39%
B. Enhanced Conservation Phase 1 and 2
C. Enhanced Conservation Phase 1 and 2 with Bay Water Desalination
2,417
1,032
5.5.3 Portfolio Costs
The Evaluation Tool also calculates and compares the weighted unit costs for each portfolio. As noted in
Appendix D, the Tool can compare unit costs for each planning year from 2023
Table 5.7 Total Estimated Unit Cost by Portfolio
Unit Cost in 2023 Unit Cost in 2045
A. Baseline $2,210 $4,088
B. Enhanced Conservation Phase 1 and 2
C. Enhanced Conservation Phase 1 and 2 with Bay Water Desalination
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Figure 5.13 Weighted Unit Cost by Portfolio (2023 dollars)
Figure 5.14 Weighted Unit Cost by Portfolio (2045 dollars)
The following subsections provide observation about the weighted unit costs each portfolio in
Portfolio A – Baseline
With Baseline Portfolio A, the unit cost of RWS Supply is as forecasted in SFPUC’s 10-year Financial Plan
(SFPUC, 2023b) through year 2033 and a subsequent extrapolation of unit
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cost based on the average historical rate increase since 2013 applied to years 2034 to 2045. The portfolio
Portfolio B – Enhanced Conservation Phase 1 and 2
Portfolio B (Enhanced Conservation Phase 1 and 2) has the lowest unit cost and is the only portfolio with a
Portfolio C – Enhanced Conservation Phase 1 and 2 with Bay Water Desalination
Portfolio C (Enhanced Conservation Phase 1 and 2 with Bay Water Desalination) is the most expensive
Portfolio D – Enhanced Conservation Phase 1 and 2 with Groundwater
Portfolio D (Enhanced Conservation with Groundwater) is more expensive than the baseline in both 2023
Portfolio E – Enhanced Conservation Phase 1 and 2 with Palo Alto DPR
Portfolio E (Enhanced Conservation Phase 1 and 2 with Palo Alto DPR) and Portfolio G (Enhanced
Portfolio F – Enhanced Conservation Phase 1 and 2 with IPR
Portfolio F (Enhanced Conservation Phase 1 and 2 with Palo Alto IPR) is the second most expensive
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(Enhanced Conservation Phase 1 and 2 with Palo Alto IPR) and Portfolio D (Enhanced Conservation with
Portfolio F, with the addition of the costly Palo Alto IPR project (estimated at roughly $189 million in
Portfolio G – Enhanced Conservation Phase 1 and 2 with Regional DPR
Portfolio G has a weighted average portfolio unit cost of $2,355/af in 2023 dollars and $4,552/af in 2045
5.5.4 Valley Water Transfer Decision
Figure 5.15 shows the highest scoring portfolios with green scores, the medium scoring portfolios with
Figure 5.15 Portfolio Evaluation Results Schematic with Valley Water Transfer trigger
Portfolio B (Enhanced Conservation Phase 1 and Phase 2) is the cheapest portfolio and for this reason is
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the baseline). Investing in the enhanced conservation program to supplement the already planned water
If Valley Water does not exercise its option to transfer a portion of RWQCP treated effluent, the most
If Valley Water exercises its option to transfer a portion of RWQCP treated effluent, the most
Both portfolios involving DPR, Portfolios E and G, are contingent on the Valley Water option to Transfer,
Another relatively high-scoring portfolio not dependent on the Valley Water Transfer is Bay Water
Portfolio C, with an overall weighted criteria score of 2.91. Although this portfolio does not
Except for the Baseline Portfolio A, the lowest scoring portfolio that is independent on the decision of
Portfolio D (Enhanced Conservation with Groundwater) with
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5.6 Sensitivity and Scenario Analysis
A sensitivity analysis was conducted to identify how or if the findings change when the evaluation criteria
Table 5.8 summarizes the criteria and sub-criteria weighting used in the sensitivity analysis. The sensitivity
Appendix E.
Table 5.8 Range of Criteria Weighting in Sensitivity Analysis
Criteria / Sub-Criteria Initial Weighting Lower Weighting Higher Weighting
50%Unit Cost 20%
10%
10%
10%
5%
5%
20%
15%
5%
Reliability 50%
Environmental Benefit (total)
Efficient Use of Water
Ecological Benefit
45%
15%
5%15%
Ecological Benefit 5%15%
Ease of Implementation (total)
Implementation Timeline
Operational Complexity
Public Acceptance
0%30%
0%10%
5%0%10%
5%0%10%
5.6.1 Unit Cost Criterion
Figure 5.16 compares the results of the sensitivity analysis for the unit cost criterion for each portfolio. The
As shown, Portfolio E (Enhanced Conservation Phase 1 and 2 with Palo Alto DPR) has the most robust
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Figure 5.16 Results of Sensitivity Analysis for Unit Cost Criterion
5.6.2 Reliability Criterion
The results of the sensitivity analysis for the reliability criterion are compared for each portfolio in
As shown, Portfolio E (Enhanced Conservation Phase 1 and 2 with Palo Alto DPR) has the most robust
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Figure 5.17 Results of Sensitivity Analysis for the Reliability Criterion
5.6.3 Environmental Benefit Criterion
The sensitivity analysis for the Environmental Benefit criterion adjusts the weighting from 30 percent to
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Figure 5.18 Results of Sensitivity Analysis for the Environmental Benefit Criterion
5.6.4 Ease of Implementation Criterion
The sensitivity analysis for the ease of implementation criterion adjusts the weighting of the ease of
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Figure 5.19 Results of Sensitivity Analysis for the Ease of Implementation Criterion
5.6.5 Demand Scenario
The sensitivity analysis was also conducted for two other demand projections, a high demand, and a low
5.6.6 RWS Supply Cutback and Shortage Stage Scenarios
In addition to the multi-criteria scoring, the added supply reliability of each portfolio varies based on the
Table 5.9 summarizes the unplanned supply gap volumes for each portfolio for the 50 percent RWS
As shown, none of the portfolios would avoid an unplanned supply gap during a 50 percent RWS Supply
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cutback was limited to 30 percent, three of the six portfolios would provide sufficient local supply capacity
Table 5.9 Unplanned Supply Gaps under RWS Supply Cutback and Emergency Shortages
Portfolios Cutback & Cutback & Cutback &
Shortage Stage II Shortage Stage III Shortage Stage II
A. Baseline 3,764 2,509 1,255
B. Enhanced Conservation Phase 1 and 2
2,417 1,163 627
1,032 0 0
G. Enhanced Conservation with Regional DPR 1,042 410
Increasing supply reliability generally comes at an increasing cost. However, some combinations of
With a 30 percent cutback of RWS Supply, together with Shortage Stage II implementation in Palo Alto,
Appendix E.
Figure 5.20 Dry Year Supply and Demand Analysis by Portfolio for 2045 with a 30 percent RWS Supply Cutback
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5.7 Conclusions
In addition to the summary observations described in Section 5.5, there are several key conclusions from
5.7.1 Scoring Results
Portfolio E (Enhanced Conservation with Palo Alto DPR) scored the highest in the event that Valley Water
Portfolio G (Enhanced Conservation with Regional DPR) scores the highest if Valley Water does exercise
If unit cost is given additional weight, Portfolio C (Enhanced Conservation with Bay Water Desalination)
The top scoring portfolios remain the same regardless of changes in Environmental Benefits or Ease of
5.7.2 Supply Reliability
With an assumed 50 percent RWS Supply cutback and implementation of Shortage Stage III (up to
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treated effluent from the RWQCP, while Portfolio F (Enhanced Conservation Phase 1 and 2 with Palo Alto
5.7.3 Implementation Considerations
As an implementation consideration, the City plans to make the necessary improvements to convert two
Additionally, as an implementation consideration, if Palo Alto plans to implement Conservation Phase 1
For IPR, DPR, and the Bay Water Desalination options, Palo Alto would need to develop and implement
Similarly for Bay Water desalination, although Desalination has been implemented at various locations in
Since the California DPR regulations were only recently adopted in December 2023, there are no active
Chapter 6 describes the OWP recommendations and provides more details regarding implementation.
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CHAPTER 6 ONE WATER IMPLEMENTATION PLAN
This chapter begins by summarizing the prioritized water supply and conservation portfolios discussed in
6.1 Prioritized Portfolios
This One Water Plan (OWP) analyzed seven portfolios (A-G) with different combinations of the highest
As described in detail in Chapter 5, each portfolio was evaluated based on the four following evaluation
.Environmental Benefit is scored for three sub-criteria including Reduced Reliance on the Tuolumne
Unit Cost is scored based on the projected unit cost expressed in dollar per acre-foot ($/af) of each
Reliability is scored based on results of the dry year supply analysis for each portfolio using the
.Ease of Implementation is scored based on three sub-criteria: Implementation Timeline, Operational
Complexity, and Public Acceptance.
The raw portfolio scores for each of the evaluation criteria are multiplied by the criteria weighting to get a
A summary of the options included in each portfolio is presented in Table 6.1. The portfolios were
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Table 6.1 Overview of Options included in each Portfolio
Enhanced
Conservation DPR withPortfolioRWS
Supply
Bay Water
Desalination
Ground Palo Alto Palo Alto Regional
water DPR IPR Facility
A. Baseline X
B. Enhanced Conservation Phase 1 and 2 X X
C. Enhanced Conservation Phase 1 and 2 X X
X X
X
X
G. Enhanced Conservation Phase 1 and 2 X
Notes:
Table 6.2 summarizes the weighted portfolio scores, yield, and unit cost by portfolio in both 2023 and
Table 6.2 Portfolio Evaluation Summary
Valley Water
Transfer Option
Exercised
Weighted
(1)
Yield (afy)Unit Supply Cost ($/af)
Portfolio Names Normal Dry 2023 2045
year year dollars dollars(2)
A. Baseline.not sensitive 2.55 0(1)0(1)$2,210 $4,088
B. Enhanced Conservation Phase 1 and 2 1,342 1,342
C. Enhanced Conservation Phase 1 and 2 not sensitive 2.91 5,823 $3,854 $6,663
3,592
G. Enhanced Conservation Phase 1 and 2
1) The weighted portfolio score in the Evaluation Tool is based on the portfolio weighted unit costs in 2045 dollars.
Figure 6.1 shows the weighted scores summarized in Table 6.2 with a breakdown of the different portfolio
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Figure 6.1 Comparison of Weighted Portfolio Evaluation Scores.
As shown in Figure 6.1, all portfolios score higher than the Baseline, making the “Do Nothing” alternative
Figure 6.1 also shows that Portfolio E (Enhanced Conservation with Palo Alto DPR) scores the highest, with
The portfolio with the highest combined weighted score that is not dependent on Valley Water’s transfer
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In summary, the portfolios are prioritized based on the combined weighted multi-criteria scores and the
.Portfolio B: Enhanced Conservation Phase 1 and 2 only (independent of Valley Water Transfer option
Portfolio E: Enhanced Conservation Phase 1 and 2 with the addition of a local Palo Alto DPR facility
Portfolio G: Enhanced Conservation Phase 1 and 2 with the addition of a Regional DPR facility (only
6.2 Trigger-Based Implementation
When prioritizing the options described in this OWP and compiled in the various portfolios, it is important
Due to the complexity and magnitude of the options identified and evaluation as part of this OWP, there
The two major triggers that were identified for this OWP that could impact the decision on moving
1. Need to Increase Supply Reliability
These triggers are described in the following subsections. It should be noted that funding is not included
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6.2.1 Trigger 1: Increase Supply Reliability
The decision on whether the City needs to further increase its supply reliability is contingent upon the
1. The forecasted water demand is based on anticipated growth due to demographic changes,
2. The forecasted supply availability and reliability of imported water delivered by the SFPUC via its RWS.
3. The City’s existing water conservation program, thus excluding the Enhanced Conservation measures
4. The implementation of one or more local water supply options, such as the options evaluated in this
The combination of these factors described above needs to be considered in the trade-off decision
As shown in Table 6.3, the projected supply shortfall for the Baseline Portfolio is 3,764 afy during a
Does the City need to
increase its supply reliability?” is strongly dependent on the type and duration of a potential RWS cutback,
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Table 6.3 Projected Unplanned Supply Gap under various RWS Cutback and Shortage Scenarios
Projected Remaining Unplanned Supply Gap (afy)
Portfolios 50% RWS cutback 50% RWS cutback 30% RWS cutback
& Stage II
3,764
3,092
852
& Stage III & Stage II
A. Baseline 2,509 1,255
B. Enhanced Conservation Phase 1 and 2
2,417 1,163 627
1,032 0 0
G. Enhanced Conservation with Regional DPR 1,042 410
6.2.2 Trigger 2: Valley Water Transfer Option
Per the agreement dated November 18, 2019 (Palo Alto 2019c), the Valley Water Effluent Transfer Option
Table 6.2 summarizes the weighted portfolio scores, yield, and unit cost by portfolio in both 2023 and
Table 6.2, four of the seven portfolios are not impacted by the execution of Valley Water’s transfer option
.Palo Alto DPR in Portfolio E (Enhanced Conservation with Palo Alto DPR). This portfolio can only be
.Palo Alto IPR in Portfolio F (Enhanced Conservation with Palo Alto IPR). Similar to Palo Alto DPR, this
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Transfer Option, this portfolio would not be feasible. Hence, the Palo Alto IPR option should only be
.Regional DPR in Portfolio G (Enhanced Conservation with Regional DPR). This portfolio can only be
Implementation of water supply projects and water conservation programs typically requires broad public
6.3 Trigger-Based Implementation Roadmap
A trigger-based implementation roadmap was developed to guide the City of Palo Alto with prioritization
The One Water Plan (OWP) screened 27 options through a two-step process (pre-screening and screening
The implementation of the options and/or portfolios described in this OWP is also dependent on the
As shown in Figure 6.2, the trigger-based implementation roadmap follows a pathway indicated by the
orange diamonds. Each trigger is a key decision point that leads to different pathways
YES or NO. Note that in reality, the answers
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Figure 6.2 Trigger-Based Implementation Roadmap
1. The “Increase Supply Reliability?” trigger occurs multiple times in the pathway as the City may want to
blue boxes. The sequence of the options along the pathway
The triggers and pathways of decisions regarding these options are depicted in Figure 6.2. As noted
Despite its simplification, the purpose of the trigger-based implementation roadmap is to lead the City to
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6.3.1 Enhanced Conservation Phase 1 and Phase 2
Water conservation measures included in Enhanced Conservation Phase 1 result in a higher weighted
Making Water Conservation a California Way of Life” (DWR, 2017).
Figure 6.3 Projected Yield Trajectory of Enhanced Conservation Phase 1 and 2.
6.3.2 Groundwater
As the combined yield of the Enhanced Water Conservation Phase 1 and 2 is estimated to be 1,332 afy
Knowing the City is planning to implement the option to blend groundwater with RWS supply during
Increase Supply Reliability?” trigger question remains YES, the next
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6.3.3 Direct Potable Reuse Options
If the City decides that public acceptance for a local DPR project would be achievable with a community
1. If Valley Water does not exercise the Effluent Transfer Option, the City would have sufficient
2. If Valley Water exercises the Effluent Transfer Option, Palo Alto would not have sufficient wastewater
6.3.4 Other Options
3. Although the other options involving IPR, Bay Water Desalination, and Groundwater Treatment scored
1. Indirect Potable Reuse (Portfolio F with a weighted score of 2.99)
The triggers and pathways of these options are depicted in Figure 6.2. As noted earlier, this trigger-based
The OWP considered all other water supply and conservation options and either pre-screened or screened
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Non-Potable Reuse with Phase 3 expansion, graywater capture and reuse, residential rainwater capture,
6.4 Next Steps
The One Water Plan presents a 20-year adaptable roadmap of prioritized options that provides an
The City is already planning the following activities:
1. Continue with planned water conservation program activities to meet the Making Conservation a
water use efficiency targets.
2. Make the necessary improvements to get the two emergency groundwater wells (El Camino Well and
3. Continue to monitor external funding opportunities from Federal, State, or Local grant funding and
4. Continue to coordinate with BAWSCA, SFPUC, and Valley Water regularly to learn from their outreach
The OWP recommends the following actions to enhance the City’s water supply reliability that reflect the
1. Start with the planning and exploration of the Enhanced Water Conservation measures included in
a. Outdoor Irrigation Efficiency for Commercial, Industrial, or Institutional (CII) Properties.
2. Once the Enhanced Conservation Phase 1 program activities are set in motion, start with the planning
a. Lawn Limitation for Residential Properties upon Resale.
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3. Incorporate education and monitoring of the level of support for IPR, DPR, and/or Bay Water
Desalination in Palo Alto’s community outreach and engagement activities in close collaboration with
4. Update the option cost estimates, and Excel-based Evaluation Tool assumptions as new information
5. Prepare a conceptual feasibility study for the DPR, IPR, Bay Water Desalination, and/or Groundwater
.Facilities Planning: Conduct a more detailed technical analysis to size infrastructure components,
.Cost Estimating: Utilizing the additional information from the facilities planning, refine cost estimates
Funding and Financing: Identify potential Federal, State, and Local funding and grant options.
.Inter-agency Agreements: Depending on the option, one or more inter-agency agreements may be
Environmental Documentation Needs: Based on the facilities planning effort, identify the
.Permitting Needs: Based on the facilities planning effort, identify the appropriate permits that are
.Stakeholder and Community Outreach: Based on the City’s understanding of the level of support
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APPENDIX A REFERENCES
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APPENDIX A REFERENCES
(AWWA, 2023)American Water Works Association. Website with Factsheet on Ammonia What Every
Information obtained in June 2023.
https://www.awwa.org/Portals/0/AWWA/ETS/Resources/AWWA's%20Ammonia%20Fac
t%20Sheet.pdf
(B&V, 2021)Black and Veatch, Advanced Water Purification System - Basis of Design Report,
Brown and Caldwell, Countywide Water Reuse Master Plan (CoRe Plan). Prepared for
(Carollo, 2000)Carollo Engineers, 2000. Long Term Water Supply Plan. Prepared for the City of Palo
(Carollo, 2018a)Carollo Engineers, Inc., One Water LA 2040 Plan prepared for the City of Los Angeles,
Carollo Engineers, Inc., One Water LA 2040 Plan prepared for the City of Los Angeles,
Carollo Engineers, Inc., One Water 2050 Plan (Draft) prepared for the City of South
Carollo Engineers, Countywide Potable Reuse Study prepared for the City of Santa
Barbara, November 2023a.
(Carollo, 2023b)Carollo Engineers, Inc., Water, Recycled Water, and Wastewater Master Plan Updates
prepared for Elsinore Valley Municipal Water District, August 2023.
California Department of Water Resources, Making Water Conservation a California
, Implementing Executive Order B-37-16, April 2017.
(CDM Smith, 2015)CDM Smith, Inc. Long Term Reliable Water Supply Strategy - Strategy Phase II Final
Environmental Protection Agency (EPA), Life Cycle and Cost Assessments of
https://pasteur.epa.gov/uploads/10.23719/1503094/AWG_LCA_Report_Final.pdf
(EPA, 2021)Environmental Protection Agency (EPA), Atmospheric Water Generation Research –
January, 2021.
https://19january2021snapshot.epa.gov/water-research/atmospheric-water-
generation-research_.html.
(Homes Directory, 2023)Historical Housing Market for Palo Alto, CA, 2023.
Maddaus Water Management, Inc., in collaboration with Brown and Caldwell (B&C) and
. Regional Water Demand and Conservation Projections Update.
Bay Area Water Supply & Conservation Agency (BAWSCA)
CITY OF PALO ALTO A-1
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(NOAA, 2018)National Oceanic and Atmospheric Administration (NOAA) Climate Data Online: Palo
Occupational Safety and Health Administration Standard Number 1910.141 –
(Pacific Institute, 2020)Economic Evaluation of Stormwater Capture and its multiple benefits in California,
https://journals.plos.org/plosone/article?id=10.1371/journal.pone.0230549
(Palo Alto, 2005)Palo Alto Monthly Wastewater Flows, July 2005.
Final EIR, City of Palo Alto Emergency Water Supply and Storage Project, SCH
(Palo Alto, 2008)City of Palo Alto, December 2008. Recycled Water Facility Plan.
https://www.cityofpaloalto.org/files/assets/public/v/1/utilities/water-
quality/final_palo_alto_rwmp_dec08.pdf
(Palo Alto, 2017)City of Palo Alto, 2017. 2017 Water Integrated Resources Plan. January 2017.
Feed to an Advanced Water Purification Facility. May 2018.
(Palo Alto, 2018b)City of Palo Alto, Graywater Laundry to Landscape Workshop.
(Palo Alto, 2018c)City of Palo Alto, July 2018. Preliminary Design Report.
City of Palo Alto City Council Minutes, August 20, 2018.
https://www.cityofpaloalto.org/files/assets/public/v/1/agendas-minutes-
reports/agendas-minutes/city-council-agendas-minutes/00-archive/2018/08-20-2018-
final-ccm-minutes.pdf
(Palo Alto, 2019a)City of Palo Alto, Green Stormwater Infrastructure Plan. 2019
(Palo Alto, 2019b)City of Palo Alto, Wastewater service connection charges utility rate schedule s-5,
City of Palo Alto, City Council Staff Report ID #10627, Water Reuse Agreement with
https://www.cityofpaloalto.org/files/assets/public/v/1/agendas-minutes-
(Palo Alto, 2021)City of Palo Alto, 2020 Urban Water Management Plan and Water Shortage Contingency
, June 2021.
https://www.cityofpaloalto.org/files/assets/public/v/1/utilities/uwmp/2020-uwmp_final-
submission-to-dwr.pdf
City of Palo Alto, 2022. Comprehensive Plan 2030. Adopted by City Council November
2017, amended December 2022.
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https://www.cityofpaloalto.org/files/assets/public/planning-amp-development-
(Palo Alto, 2022b)City of Palo Alto,2023-2031 Housing Element, December 2022.
(Palo Alto, 2023a)City of Palo Alto correspondence with Carollo. New DPR Option with SSRF, 6/23/2023
City of Palo Alto, 2022 Sustainability and Climate Action Plan (S/CAP). Adopted by City
Council June 5, 2023.
https://www.cityofpaloalto.org/files/assets/public/v/1/sustainability/reports/2022-scap-
(Palo Alto,2023c)City of Palo Alto, 2023. Watershed Protection – Apply for a Rain Barrel Rebate.
https://www.cityofpaloalto.org/Departments/Public-Works/Watershed-
Protection/Stormwater-Rebates/Rain-Barrels. Last updated January 2023.
(Palo Alto, 2023d)City of Palo Alto, Commercial wastewater collection and disposal utility rate schedule s-
City of Palo Alto, Historical Billing data on City Park Water Usage from 2018 to 2022.
January 2023.
(Palo Alto, 2023f)City of Palo Alto, Addendum to Guaranteed Feed Memo. March 2023.
City of Palo Alto. Current and Projected SFPUC Supply Costs for Palo Alto, 2023.
City of Palo Alto, Waterfluence Data CII Savings. 2023
City of Palo Alto, Website information regarding the Rain Barrel Rebate. Information
(Palo Alto, 2023l)City of Palo Alto, Project correspondence with Carollo regarding project construction
City of Palo Alto, Website information regarding the Landscape Rebate Program.
https://www.cityofpaloalto.org/files/assets/public/v/1/utilities/bill-
(Palo Alto, 2023n)City of Palo Alto, Staff Report 2308-1863 Approval of Financing Plan for Local Salt
, October 16, 2023
https://cityofpaloalto.primegov.com/meeting/document/2844.pdf?name=Item%2010%
20Staff%20Report
City of Palo Alto, Website information regarding Smart Metering Program. Information
https://www.cityofpaloalto.org/Departments/Utilities/Customer-Service/Meter-
(SFPUC, 2018)San Francisco Public Utilities Commission, San Francisco Graywater Design Manual for
. 2018. https://www.urbanfarmerstore.com/wp-
CITY OF PALO ALTO A-3
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content/uploads/2021/05/6_Graywater-L2L_RGW3-Graywater-Design-Manual-
(SFPUC, 2021)San Francisco Public Utilities Commission, 2020 Urban Water Management Plan for the
. April 2021.
https://www.sfpuc.org/sites/default/files/documents/UWMP%20Public%20Review%20
(SFPUC, 2023a)San Francisco Public Utilities Commission. Fiscal Year 2023-2024 Wholesale Water
. May 9, 2023.
https://sfpuc.sharefile.com/share/view/se733246b7afe457080762bfc20b8fe2b.
San Francisco Public Utilities Commission,. SFPUC 10-Year Financial Plan FY 2023-2024
. February 2023.
https://sfpuc.org/sites/default/files/about-us/policies-reports/FY24-10-Year-Financial-
(SFPUC, 2024)San Francisco Public Utilities Commission, Alternative Water Supply Plan. February 2024.
State Water Resources Control Board, Water Quality Control Plan for the San Francisco
. Dec 12, 2018.
https://www.waterboards.ca.gov/plans_policies/docs/2018wqcp.pdf
(SVI, 2020)Silicon Valley Institute for Regional Studies. Palo Alto Business & Economic Activity, May
2020. https://jointventure.org/images/stories/pdf/palo-alto-report-2020-05.pdf
(Todd Groundwater, 2018)Todd Groundwater in association with Woodard and Curran, 2018. Northwest County
Prepared for the City of Palo Alto and Santa Clara Valley
Water District. November 2018.
https://cityofpaloalto.org/civicax/filebank/blobdload.aspx?t=64573.3&BlobID=68051
(Valley Water, 2019)Valley Water in partnership with the cities Palo Alto and Mountain View, Agreement to
. December 10, 2019.
Santa Clara Valley Water District 2021 Groundwater Management Plan for the Santa
1.amazonaws.com/valleywater.org.us-west-1/s3fs-public/2021_GWMP.pdf
(Valley Water, 2022)Valley Water, Protection and Augmentation of Water Supplies for FY 2022-2023.
February 25, 2022.
https://www.valleywater.org/sites/default/files/2022-02/2022-02-
.
(Valley Water, 2023a)Valley Water (VW, Desalination as a Potential Water Supply in Santa Clara County
, March 2023.
Valley Water, 2024-2028 Five-Year Capital Improvement Program, July 2023.
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(Valley Water, 2023c)Valley Water, Protection and Augmentation of Water Supplies, 52nd Annual Report,
Valley Water, Website with FAQs regarding Purified Water – Information regarding
(Valley Water, 2023e)Valley Water, Website with information regarding Valley Water’s Graywater Rebate.
Valley Water News, Website information regarding Residential Graywater Systems.
https://valleywaternews.org/2019/03/21/graywater-direct-install-program-helps-
(WaterReuse, 2012)WaterReuse Association, Seawater Desalination Costs, January 2012.
Woodard & Curran, Recycled Water Strategic Plan Report, Northwest County Recycled
Prepared for the City of Palo Alto and Valley Water.
July 2019. https://www.cityofpaloalto.org/files/assets/public/v/1/public-works/water-
quality-control-plant/recycled-water/2021/rw-strategic-plan-rpt_vol1_body.pdf
(W&C, 2023),Woodard & Curran, Preliminary Finance Plan for the Advanced Water Purification
Prepared for the City of Palo Alto. April 2023.
Woodard & Curran, 2017, Northwest County Recycled Water Strategic Plan Presentation.
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APPENDIX B SUPPLY OPTIONS PRE-SCREENING
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APPENDIX B OPTIONS PRE-SCREENING
1.1 Introduction
A total of 27 options were initially identified for consideration as a part of the One Water Plan. These
The 15 options remaining (shown as “pass” in Table B-1) after this pre-screening process were subjected
Table B-1 Summary of Option Prescreening
Pre-ScreeningCategory
Conservation
Option Results
Ongoing
Pass
Planned/Ongoing Conservation Efforts
Enhanced Conservation – Phase 2 Pass
Advanced Metering Program Ongoing
Distribution System Water Loss Reduction
Groundwater
New Irrigation Wells Pass
Non-Potable Reuse (NPR), Phase 3 Extension to Foothills Pass
Pass
Pass
Pass
Pass
Removed
Blackwater Capture and Reuse Removed
Stormwater Capture Residential Rainwater Capture
Green Stormwater Infrastructure Pass
Imported Water Pass
Valley Water Treated Water Removed
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Pre-ScreeningCategoryOption
Interagency Transfer Agreement Removed
Tuolumne River Purchases
Other
Multi-Source Storage
Bay Water Desalination, Distributed or Centralized Pass
Removed
(1)
Notes:
(1) Eliminated as a standalone alternative, will be considered as a component of reuse projects.
1.2 Planned/Ongoing Conservation Efforts
Description
The City has been engaged in a series of conservation and efficiency efforts, including the preparation of
Valley Water Program Partnerships
Water Wise Survey Program: Offered in partnership with Valley Water, this survey informs and
educates consumers on how to use less water for landscaping and within the home.
o The DIY indoor Water Wise Survey portion includes a survey kit and guides to enable
o
Landscape Rebate Program: Provides rebates to convert high-water use landscapes to low-
WaterSmart Home Water Use Report Program: The City delivers monthly home water use
Submeter Rebate Program: Aides in converting mobile home and apartment complexes from a
Waterfluence Irrigation Budget Program: Waterfluence provides a suggested monthly
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Large Landscape Survey: Professional landscape irrigation surveys for commercial, industrial,
BAWSCA Program Partnerships
BAWSCA maintains a Regional Water Conservation program which the City of Palo Alto participates in.
Justification for Removal
The existing conservation programs have been removed from consideration due to these already being
1.3 Advanced Metering Program
Description
Advanced metering infrastructure (AMI) entails the installation of “smart” technology to utilize radio and
Justification for Removal
This alternative was removed from consideration because the program is already in the process of being
1.4 Distribution System Water Loss Reduction Program
Description
Non-revenue water is the difference between the amount of water purchased (from SFPUC in this case)
Justification for Removal
This alternative was removed from consideration because this program is already underway and will be
WP.
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1.5 IPR, Lagunita Groundwater Recharge
Description
The alternative would include construction of an IPR facility and associated infrastructure to transport
Justification for Removal
Successful implementation of this project requires participation from both the City and Stanford
Lagunita was originally a naturally occurring vernal pool, now modified and managed as an ephemeral
1.6 Blackwater Capture and Use
Description
This alternative includes the on-site reuse of blackwater either on a customer-scale or at City facilities.
Justification for Removal
This alternative was removed from consideration due to operational and regulatory complexities as well as
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Should blackwater be considered in the future, it ideally would be implemented in conjunction with
1.7 Valley Water Treated Water
Description
This alternative would extend the existing Valley Water treated water distribution system by constructing
Valley Water manages the Santa Clara County groundwater and produces and delivers treated drinking
Justification for Removal
Ultimately, development and implementation of this project is not within the City’s control at this time
1.8 Interagency Transfer Agreement
Description
A specific project is not defined, but this would include purchasing additional water from another water
Justification for Removal
This alternative was removed from consideration because it is not within the City’s control to initiate a
1.9 Tuolumne River Purchases
Description
An option proposed during the stakeholder process is Tuolumne River water rights purchases. This entails
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Justification for Removal
Further investigation revealed that this alternative would not provide new supply to the City. Rather,
1.10 Atmospheric Water Generators
Description
This alternative includes the on-site use of Atmospheric Water Generators (AWGs) either on a customer-
AWGs range from home-based units that can produce 1 to 20 liters of water per day to commercial-scale
Justification for Removal
This alternative was removed from consideration due to high unit cost and low water yield. A 2018 EPA
1.11 Local Storage
Description
A specific project is not defined, but this would include building surface storage within the City's
Justification for Removal
There were no additional local storage ideas identified aside from the multi-source storage and Lagunita
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1.12 Temporary Dewatering Sites
Description
Shallow groundwater in the City leads to frequent instances of dewatering necessitated when a basement
Dewatering is permitted from April through Oct (to avoid overflowing the storm drain system) and
(W&C, 2020a). This temporary
Justification for Removal
The alternative was removed from consideration due to lack of local control, high cost, and environmental
In addition, because these sites are all over the City, trucking would be required to move the water to
(W&C, 2020a)
Although this option will not be carried forward for consideration in this Plan, it is recommended the City
1.13 Permanent Dewatering Sites
Description
Due to the shallow groundwater table, there are two permanent dewatering sites within the City, located
The Oregon Expressway is located at the Oregon Expressway underpass (at the intersection of the Oregon
(W&C, 2020a)
The City Hall site (located at Palo Alto City Hall) is owned and operated by the City. There are no flow
This alternative would redirect the discharge from both of these sites to the sewer system flowing to Palo
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Justification for Removal
This alternative is being removed from consideration as a singular option but will remain in the water
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APPENDIX C COST ESTIMATING DETAILS
CITY OF PALO ALTO APPENDIX C
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Summary 2023 Costs
Imported Conservation Groundwater Water Reuse Desalination
Enhanced Enhanced
Conservation,
Phase 2
Emergency Well DPR, Palo Alto IPR,
Groundwater
Injection
DPR, Palo Alto Non Potable Bay Water
DesalinationConservation,DPR, Regional Facility
OWP Capital Cost ($)
Treatment
Conveyance
Pump Stations
Storage Tank
Injection Well
$0 $0 $0 $23,132,965 $26,517,236 $0 $5,324,997 $52,754,827 $1,480,400
$60,027,579
$6,849,565
$0
$251,832,599
$0 $0 $7,286,400
$0 $0
$420,073 $0
$0 $6,446,109
$68,824,318
$188,900,000
$7,400,000
$196,300,000
$0 $0
Mark-ups & General Requirements
Capital Cost Excluding Land Acquisition
Land Acquisition Cost
Included
$49,760,760
$0
$56,733,887
$105,251,073
$11,463,000
$116,720,000
$9,117,126
$16,410,000
$0
$31,466,953 $80,169,543
$148,510,000
$0
Included
$251,832,599
$43,560,000
$295,400,000$49,770,000 $16,410,000 $148,510,000Total Capital Cost (rounded)
Operations & Maintenance (O&M) Cost ($)
Treatment $0 $0 $0 $1,811,749 $8,975,193 $0 $2,007,583 $6,012,364 $358,400 $9,827,073
Conveyance $0 $4,780 $0
Pump Stations, Except Energy Costs $0 $0 $0
$99,964 Included in Cost of Water $1,281,486
Storage Tank $0 $0 $0
Injection Wells $0
$5,172,000
$0
$0 $96,692
$5,671,960
$0
$0
Groundwater Pumping Charge $0 $0 $0
$0 $0 $0 $0
Cost of Water $24,267,125 $0 $0 $6,044,840 $0 $0 $0
Average Lifetime Staffing and Program
$0 $188,176 $639,142 $0 $0 $0 $0 $0 $0 $0
$24,270,000 $7,090,000 $9,380,000 $6,050,000 $2,130,000 $12,950,000 $1,000,000 $11,110,000Total OWP O&M Cost (rounded)
1
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Summary (AF)
Imported Conservation Groundwater Water Reuse Desalination Units
Enhanced Enhanced
Conservation,
Phase 2
Emergency Well DPR, Palo Alto IPR,
Groundwater
Injection
DPR, Palo Alto DPR, Regional Non Potable Bay Water
DesalinationConservation,
Cost Escalation Programmatic Cost Programmatic Cost Cost Escalation Cost Escalation Cost Escalation Cost Escalation Cost Escalation Cost Escalation Cost EscalationCost Method Method Estimate Estimate Method Method Method Method Method Method Method
Total Capital Cost
Capital Cost $0 $0 $0 $49,760,760 $105,257,000 $16,410,000 $48,900,000 $188,900,000 $148,510,000 $251,832,599 $
Land Acquisition Cost
Amortized Capital and Land Cost
Total Annual O&M Cost
Groundwater Production Charge
O&M Cost
$3,408,068 $1,067,494 $12,769,597 $9,660,789
$0
$24,267,125
$0
$0
$188,176
$0
$0
$639,142
$0
$5,172,000 $0 $0 $0 $5,671,960 $0 $0 $ per Year
$9,305,267 $6,049,640 $1,897,644 $909,679 $9,827,073
Energy Cost
Total Unit Cost
Total Annual Cost $24,267,125 $188,176 $639,142 $10,491,781 $16,972,804 $7,117,134 $5,605,085 $25,709,597 $10,570,467 $30,324,272 $ per Yr
Acre Feet perProject Yield 10,982 582 330 2,250
$1,515
$2,299
$805
4,723
$1,608
$0
1,769 630
$5,813
$0
5,150
$2,480
$1,101
$1,206
$205
1,100
$8,783
$0
4,480
$4,289
$0
Capital Cost Unit Cost $ per AF
$0 $0 $0
O&M Unit Cost $2,210 $323 $1,939 $1,970 $3,420 $3,012 $827 $2,193
Energy Unit Cost $44
$2,210 $323 $1,939 $4,663 $3,594 $8,897 $4,992 $9,610 $6,768
Note: Energy cost estimate for DPR, Regional Facility is a separate estimate and is not additive to O&M estimate; energy cost estimate for DPR, Palo Alto Facility and Emergency Well Conversion Full Treatment includes pump station energy costs while
Future Cost Basis 2045
Imported Conservation Groundwater Water Reuse Desalination Units
Enhanced
Conservation,
Phase 1
Enhanced
Conservation,
Phase 2
Emergency Well DPR, Palo Alto IPR,
Groundwater
Injection
DPR, Palo Alto DPR, Regional Non Potable Bay Water
DesalinationSFPUCFacilityFacility
Total Capital Cost
Capital Cost $0 $0 $0 $53,304,971 $159,050,554 $29,450,626 $73,891,257 $240,333,553 $188,946,193 $380,536,347 $
Land Acquisition Cost
Amortized Capital and Land Cost
Total O&M Cost
$3,650,808 $1,915,805 $16,246,493 $12,291,221
Groundwater Production Charge $0
$49,517,551
$0
$0
$418,502
$0
$0
$1,421,444
$0
$19,262,570 $0 $0 $0 $21,124,618 $0 $0 $ per Year
$20,694,811 $13,454,332 $4,220,340 $2,023,115 $21,855,303
Energy Cost
Total Unit Cost
Total Annual Cost $0 $418,502 $1,421,444 $27,102,295 $32,287,381 $15,370,137 $9,826,392 $52,873,447 $14,446,208 $52,937,648 $ per Yr
Acre Feet perProject Yield 12,113 582 330 2,250
$1,623
$8,561
$1,791
$71
4,723
$2,429
$0
1,769
$1,083
$0
630
$8,784
$0
5,150
$3,155
$4,102
$2,683
$327
1,100
$11,174
$0
4,480
$6,481
$0
Capital Cost Unit Cost $ per AF
$0 $0 $0
$4,088 $719 $4,313 $4,382 $7,606 $6,699 $1,839 $4,878
$4,088 $719 $4,313 $12,045 $6,836 $8,689 $15,597 $10,267 $13,133 $11,815
Note: Energy cost estimate for DPR, Regional Facility is a separate estimate and is not additive to O&M estimate; energy cost estimate for DPR, Palo Alto Facility and Emergency Well Conversion Full Treatment includes pump station energy costs while
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Assumptions
Cost Methods Description
Cost Escalation Method Costs are based on a previous study and are updated to account for escalation or anticipated changes in time
for labor, material, and equipment.
Programmatic Cost Estimate Annual estimation of costs and water use/water savings for projects without a significant capital/infrastructure
Full conceptual level cost estimate for projects that do not have a previous cost study.
Construction Cost Markups (used to calculate Capital Cost Multipliers)(1)
Total Raw Construction Cost Subtotal (1)100%
General Requirements, incl. de/mobilization 8%of Subtotal (1)
9.375%
Construction Cost Subtotal Subtotal (2)117%
40%of Subtotal (2)
General Contractor Overhead (OH), Profit, Risk, 3% Bond Insurance 10%of Subtotal (3)
Pre-design pilot testing/outreach (Direct Potable Reuse (DPR)/Desalination
10%
Pre-design pilot testing/outreach (other)
Engineering(2)10%of Subtotal (3)
Construction Management
Admin, Environmental &Legal (DPR/Desal)
3%
Engineering Services During Construction 4%
DPR/Desal Options 49%Subtotal (4)245%
Other Options
(1) Breakdown ofmarkups in this table are used to calculate markups for "Capital CostMultiplier byProjectType" table
Capital Cost Multiplier by Option Type (USED FOR OPTION CALCS)
(1) Capital Cost multiplier (DPR/desal) (Subtotal (4))2.45
(2) Capital Cost multiplier (IPR) (1) (3)+/ 2
(3) Capital Cost multiplier (other options/infrastructure) (Subtotal (5))2.25
(4) Capital Cost multiplier (prefabricated components) (Subtotal (2))
Engineering News Record (ENR)Cost Basis Assumptions Value
Current ENR Index (SF Area: Sept, 2023)15,490
September 2023
15,367ENR Index (Water Main Replacement (WMR) 29, June 2019)1.01
ENR Index basis (Greater SF Area, September 2022)15,083
13,169 1.18
ENR Index (CoRe Plan, August 2019)
ENR Index (Groundwater Assessment/Indirect Potable Reuse (IPR) Study, Nov
12,110 1.28
ENR Index (NW County RWSP, June 2018)
One Water Los Angeles 2040 Plan (Los Angeles, July 2016)
ENR Index (BAWSCA Long Term Regional Water Strategy Phase II, Feb 2015)11,178 1.39
1.52
ENR Index (Carollo Groundwater Study, May 2000)7,164 2.16
126.9/111.8
50-year Historical Fed Rate
US Bureau of Statistics, CPI San
Inflation Rate (Bay Area, 2023)3.4%
Long-Term Interest Rate (for future Capital Expense (CAPEX) escalation)5.0%Historic Average or Hard Enter
Note: All ENR index values reflect Greater San Francisco Bay Area; RSMeans is a database of current construction cost estimates
Depreciation Periods
Civil infrastructure (pipelines, buildings)40 years
Options with multiple components (civil, mechanical, structural)
Mechanical infrastructure (Pump Station (PS), treatment plants)20 years
Membrane replacements Reverse Osmosis (RO)
Pipeline Cost (pressurized, Water (W) & Recycled Water (RW))
Diameter (in)Project Bid Time ENR (SFBAY)Unit Cost Bid Data Unit Cost (June '23 $)Bid Data Cost/inch Diameter Unit Cost ($/lineal ft)1
$520
Extrapolated Cost/inch diameter
Water Main Replacement (WMR) 29 Jun-23 15,367 $630 $630 $105 $560 $936
8 WMR 29 $620 $78
10
$740
$790
$850
$910
$960
$1,010
30
Special Construction Extra Markups
Pipelines w/jack&bore 200%
Offshore pipelines
Source: Palo Alto project bids for WMR 29 (June, 2023) and WMR 27 (June, 2019) and extrapolation of trendline
Pump Stations (W & RW)
Capacity (Horsepower (HP))Unit Cost ($/HP)
1-5 $10,000
5-10
10-50
51-100
101-250
Source 100-500 HP: South Pasadena One Water Plan, Carollo (November 2021) with RS Means index (LA to SF) and ENR correction to 15,490.
Groundwater Wells
New Well Motor only $100,000
New Well Pump only
Drilling
Equipping
New Well (total)
Source: South Pasadena One Water Plan, Carollo (November 2021) with RS Means index (LA to SF) and ENR correction to 15,490.
Irrigation Demand Assumptions
Irrigation Duration (hrs/day)4
Peak Hour Demand Peaking Factor
Minimum Net Positive Suction Head
5
Minimum Irrigation pressure (psi)60
Concrete Storage Reservoirs (W & RW)
Volume (million gallons (MG))Cost per gallon
<1 $7.00
1 to 3
to 10 $3.75
Special Construction Extra Markups
Below-ground construction markup 100%Assumed to be 2x more expensive
Source: South Pasadena One Water Plan, Carollo (November 2021) with RS Means index (LA to SF) and ENR correction to 15,490.
Labor Cost
Category Annual Salary $/hr (raw salary)$/hr (labor cost)
Labor Cost -low range $50,000
3.5
$24 $84
City labor cost multiplier
-&$167,000 n/a $80
Operations Staff -&
Land Cost
Land Value in Palo Alto $/sq ft Source
Land Value Rinconada $482 City Staff
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Assumptions
Land Value Fernando $330 City Staff
Land Value Peers City Staff
Low Industrial Land City Staff
High Industrial Land $150 City Staff
Value Used for Supply Options City Staff
(Todd Groundwater 2018)
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Assumptions
O&M Cost Estimates
Pipelines Repair and Replacement 0.5%of annual CAPEX
Storage Tanks Repair and Replacement
2%
Stormwater BMP Repair and Replacement 3%of annual CAPEX
Advanced Water Treatment Repair and
6%of annual CAPEX
Ocean Desal Treatment Repair and
25%of annual CAPEX
Energy Cost 2023 $0.10
COST ESCALATION METHOD
Historical Cost Escalation (ENR index)
Historical Cost Escalation (Handy-Whitman)
Cost Escalation from previous reports to current year
Selected Method
Rate
3.50%
5.70%
Notes/Sources
Average ENR increase for San Francisco Bay Area from 2003 to 2023
Historical Cost Escalation (ENR index)
Selected Multiplier for current year estimates
Future Cost Escalation for Capital Cost
Future Cost Escalation for O&M Cost
3.5%
3.50%
3.70%Using RS Means City Cost Index for San Jose, 2007 to 2023
Electricity Uses the average increase in electricity cost for the City of Palo alto over the next 20 years
Average
Future Cost Escalation for Labor Cost
Construction Labor/Installation Cost 5.30%Using RS Means City Cost Index for San Jose, 2007 to 2023.
In-house Government Labor in water sector 3.10%Using Federal Reserve Economic Data for State and Local Government Workers service occupations, 2005 to 2023.
COST ESCALATION ASSUMPTIONS
22 variable 3.5%3.7%4.2%3.4%9.5%2.1%
GW production charge(2)GW production charge(2)
w/9.5% escalation 2033-2024Planning Year
Net Present Value
2023
SFPUC Rates (1) ($/AF)Capital Cost O&M Cost Labor Cost Energy Cost % Increase Energy Cost
$1,693 $2,345 $3,033 $0.08
$2,069 100%100%100%$1,724 $1,724 $0.10
2024 103%
2025
2026
2027
2028
2029
2030
2031
2032
2033
2034
2035
2036
2037
2038
2039
2040
2041
2042
2043
2044
2045
(1) From SFPUC published rates in (SFPUC 2023a), (SFPUC 2023b), and
2034 through 2045 projected from historical rate increase since 2013 (See SFPUC Tab)
(2): From (Valley Water, 2022) (Figure 4-2.1) projected Groundwater Production Charge through year 2023. Escalated with inflation from 2033-2045.
Selection
GW Production Charge
9.5% escalation 2033-2024
Treatment and Pumping Efficiencies
DPR (W&C, 2019)75%
DPR (B&C, 2021)
Pump Station pump & motor efficiency
Secondary UV Capital Cost Sources and Escalation Secondary UVModelApproximate Flow (mgd)Direct Cost Source Notes
$100,000Spektron 250 (Carollo 2023a)
The Spektron 350 is appropriate for flow ranges from 0.4 to y =42000x + 582000.7 $87,600 +SSRF supply 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8
(Carollo 2023a)Flow (MGD)
Interpolation for Palo Alto DPR 1.00 $100,200 Developing anticipated unit cost based on vendor quotes
Calcite Contactor Capital Cost Sources and Escalation Calcite Contactors
Model Approximate Flow (mgd)Direct Cost Source Notes $540,000
Wigen, Two 6' Dia Vessels with 7' sidewalls 0.1 $470,000 (Carollo 2023a)y = 500000x + 420000
0 0.05 0.1 0.15 0.2 0.25
Developing anticipated unit cost based on vendor quotes.Flow (MGD)
Interpolation for Palo Alto DPR 1.00 $920,000
Conservation Rebates
Device/Program Rate ($)Unit
Cost per toilet replacement $875
$15,000
$2
$
$
Turf Replacement -Rebate Rate $/ square foot
Installation Costs $2
Conservation Measure Savings Rates
Device/Program
Savings per High Efficiency Toilet
Replacement
Rate ($)Unit Source
ccf/year 12.19 City Staff
Turf Replacement Savings Rate gallons/square foot
Treatment Costs
Sewer Connection Fee
Sewer Capacity Fee
Details
One Time Rate, 6-inch connection,
depth at feet and below
Cost ($/unit)Unit
Per Connection6$9,846
Quantity Rate, per 100 cubic feet
Unit Conversions
From To
mgd
mg/year
AF
Conversion (divide by)
afy 1,120
afy 3.57
325,851
1.61
gallon
afy
gpm 694.44
1,336.80
436ccfaf
acre sq ft 43,560
Treatment Costs
Type of Treatment
Groundwater Nitrate Treatment
Satellite Surface WTP
Original Unit Cost ($/gallon)Cost Basis Year Current Unit Cost ($/gallon)Source
$1.00 $2018 dollars (SoCal)$1.50 (Carollo, 2018b)
(Carollo, 2018b)
Satellite (Wastewater) WRP $22.00
$7.50
$10.25
Advanced WTF for DPR
Brackish Groundwater treatment
$17.75
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SFPUC
SFPUC
Cost Estimate Summary Table
Cost Units
Total Capital Cost
Capital Cost $0 $
Land Acquisition Cost
Amortized Capital and Land Cost
Total O&M Cost
$ per Year
Groundwater Production Charge (GPC)$ per Year$0
$24,267,125
$0
O&M Cost $ per Year
Energy Cost
Total Unit Cost
Total Annual Cost
Project Yield
$24,267,125 $ per Yr
Capital Cost Unit Cost 0.0 $ per AF
$2,210
$2,210
Cost Escalation Method
Unit Cost
Quantity Unit Unit Cost Cost Estimate Source Notes
Unit Cost
SFPUC Base Rate
BAWSCA Debt Service
Cost Summary
Total Cost
10,982 af $2,069 $22,723,701 (SFPUC, 2023a, Slide 7)Palo Alto demand multiplied by unit cost
$1,543,424
$24,267,125
10,9822023 Demand (afy)
Unit Cost per AF $2,210
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SFPUC
Projected Costs and Demand
Year Palo Alto
Demand (4)
BAWSCA
Debt Service (5)SFPUC Base Rate (1, 2, 3)Unit Cost Total Projected Cost
CY $/ccf
2.93
2.45
2.93
3.75
4.10
4.10
4.10
4.10
4.10
4.10
4.75
5.21
5.21
5.21
5.31
5.63
5.83
6.00
6.01
6.04
6.17
6.43
6.65
6.89
7.13
7.38
7.63
7.90
8.18
8.46
8.76
9.07
9.38
Annual Increase
-
$/af afy $$/af
-
$
2013 1,276 ---
-16.4%----
----
----
10,061 1,889,496 1,974 $19,857,998
0
0
0
0
0
0
0
0
0
1 (SFPUC, 2023a, Slide 7)
3 SFPUC Rates from 2032-2045 calculated using average % increase since 2013
5 BAWSCA Debt Service from City Staff Estimate. Assumes this remains zero after 2036
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Enhanced Conservation
Enhanced Conservation
Project
Cost Estimate Summary Table
Phase 1 Phase 2 Units
Total Capital Cost
Capital Cost $0 $0 $
Land Acquisition Cost
Amortized Capital and Land Cost
Total O&M Cost
$ per Year
O&M Cost $188,176 $639,142 $ per Year
Total Unit Cost
Total Annual Cost $188,176 $639,142 $ per Year
Project Yield
Capital Cost Unit Cost $0 $0 $ per AF
$323 $1,939
Programmatic Cost Estimate
Project Costs
Assumptions Units Cost Notes
General Assumptions
Staffing Cost - Salary and Benefits $167,000 per FTE Salary + benefits per Palo Alto direction
Project Period 21 years through 2045
Calculations
1) Outdoor Irrigation Efficiency for CII Properties
Phase 1 --
Years to Saturation YR
City Staffing Time Needed 0.6 FTE Staff time for technical guidance and landscaping support. No financial incentive
Program Savings Estimate 229.0 AFY City Staff Estimate from Waterfluence Assumes all CII customers come down to irrigation level calculated by WaterFluence.
Savings in 2024
Savings in 2045 229.0
Note that these savings potentially overlap with Measures #2 and #7. So if all of these
AFY
Total Savings
Cost Summary
Annual Staffing Cost $100,200 Staffing costs occur every year until program saturation.
Annual Program Costs
$0
Total Annual Costs $100,200
Lifetime Costs $501,000 Total cost through planning horizon
Unit Cost ($/AF)$115 Total cost through planning horizon/total savings through planning horizon
2) Non-Functional Turf Ban for CII Properties
Phase 1 --
In 2027 the City will have to adopt an ordinance to follow AB1572, this measure goesYears to Saturation
10 YR
City Staff for Owner Notifications
0.3
$15,000 Cost per survey
Frequency of Spatial Survey
5 Assume this occurs every 5 years over 10 year saturation period
Legal review/possible challenges $100,000 $
28 acres City Staff Estimate from Waterfluence
Turf Replacement Savings Rate 36 gal/sq ft
Turf Replacement Savings Rate 4.8
Savings in 2024 13.2
Note that these savings potentially overlap with Measures #1 and #7. So if all of theseSavings in 2045 132.3 AFY
2,184
Cost Summary
Annual Staffing Cost $66,800
$372
Staffing costs occur every year until program saturation.
Annual Program Costs
Lifetime Costs
Annual costs averaged over implementation period (does not include staffing)
Total cost through planning horizon
Unit Cost ($/AF)Total cost through planning horizon/total savings through planning horizon
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Enhanced Conservation
3) Low Income Residential HET Replacement Program
Phase 1 --
Years to Saturation 10 YR
City Staffing Time Needed
0.05 FTE
Rebate Rate $875 $ / toilet City Staff Estimate, 7/28/23, pg 5 Assumes full cost of toilet replacement is borne by Palo Alto
Number of DUs targeted
200 DU
toilet
ccf/yr
AFY
Number of toilets per DU
Savings per Toilet Replacement 12.19 City Staff Estimate
Savings in 2024 1.1
Savings in 2045 11.2 AFY
Linear ramp up until program saturation, then constant savings through planningTotal Savings 185
Cost Summary
Annual Staffing Cost $8,350
$35,000
Total Annual Costs $43,350
Lifetime Costs $433,500 Total cost through planning horizon
Unit Cost ($/AF)
$2,347 Total cost through planning horizon/total savings through planning horizon
4) Lawn Limitation for New Development and Major Retrofits
Phase 1 --
Years to Saturation ongoing YR
City Staffing - Plan Review FTE
City Staffing - Site Inspections 0.1
City Staffing - Education & Outreach
0.1
Legal review/possible challenges $100,000 $One time cost
Lawn size assumption based on approximate measuring Google Earth lawns and PaloEstimated size of front lawn replaced sqft
Number of major retrofits per year
100 Palo Alto Development Services estimates 50-100 major remodels per year.
Estimated acreage of front lawns repl afy/ac
gal/sq ft
AF/acre
AFY
City Staff Estimate
4.8
Savings in 2024 6.6
Savings in 2045 139.2 AFY
1,531 AF
Cost Summary
Annual Staffing Cost $66,800
Annual costs averaged over implementation period (does not include staffing)
$68,309
Lifetime Costs $1,502,800 Total cost through planning horizon
Unit Cost ($/AF)
5) 3-Day Watering Week
Phase
$981 Total cost through planning horizon/total savings through planning horizon
1 --
Years to Saturation 1 YR
City Staffing - Enforcement 0.1 FTE
City Staffing - Education & Outreach
0.1 FTE
Total Palo Alto Water Use (2020)10,722 (Palo Alto, 2021, Table 10)
2020 City of Palo Alto Flows to the RWQCP
Outdoor Water Use in 2024 Outdoor water use minus savings assumed from other irrigation programs
Outdoor Water Use in 2045
Irrigation Reduction with 2 Day
Irrigation Reduction with 3 Day
5%City Staff
Savings in 2024 214.3 AFY
Savings in 2045
Cost Summary
Annual Staffing Cost $33,400
$0
Total Annual Costs $33,400
$177
Total cost through planning horizon
Unit Cost ($/AF)Total cost through planning horizon/total savings through planning horizon
6) HET Replacement Program for CII Properties
Phase 2 --
Years to Saturation 10 YR
City Staffing Time Needed 0.3 FTE
Cost per toilet replacement $875 City staff comments 7/28/23, pg 5 Assumes full cost of toilet replacement is borne by Palo Alto
100,000 employees Range: 92,000 to 114,000 in 2018
Assuming that an average commercial toilet lasts 30 years and toilet age is equallyPercentage of Toilets Eligible for 13%%
Total Employees Targeted 13,000 employees Number of employees who use toilets that are eligible for replacement
employee / toilet (OSHA, 2023, Standard 1910.141( C )(1)(i)) Average required number of toilets per OSHA
Assumes 1 toilet replacement per 17 employees (average required number of toiletsTotal Replacements 765
12.19
0.028
2.1
EA
ccf/yr
AFY
AFY
AFY
Savings per Toilet Replacement
Savings per Toilet Replacement
Savings in 2024
City Staff Estimate
Savings in 2045 21.4
Total Savings 353 Linear ramp up until program saturation, then constant savings through planning
AF
Cost Summary
Annual Staffing Cost
Lifetime Costs
$50,100 Staffing costs occur every year until program saturation
$117,012
$1,170,118
$3,314
Total cost through planning horizon
Unit Cost ($/AF)Total cost through planning horizon/total savings through planning horizon
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Enhanced Conservation
7) City Landscaping Support for Turf Replacement
Phase 2 --
Years to Saturation ongoing YR No saturation within planning horizon given low rate of replacement
FTE
Existing rebate. Valley Water contributes another $2 so customers get a total of $4/sqRebate Rate $2 $ / sqft City Staff Estimate
Cost to Help Cover Direct Installation
1.5 acres / yr
Turf Replacement Savings Rate
4.8
Savings in 2024 7.2 AFY
Savings in 2045 151.6 Note that these savings potentially overlap with Measures #1 and #2. So if all of these
AFY
Total Savings
Cost Summary
Annual Staffing Cost
Lifetime Costs
$66,800
$261,360
$328,160
$6,891,360
$4,133
Total cost through planning horizon
Unit Cost ($/AF)Total cost through planning horizon/total savings through planning horizon
8) Lawn Limitation for Residential Properties Upon Resale
Phase 2 --
Years to Saturation Ongoing as turnover rate (400 per year) does not reach all Palo Alto homes (17,900)
ongoing YR
City Staffing - Plan Review
City Staffing - Site Inspections 0.3
0.4
City Staffing - Education & Outreach 0.3
$100,000 One time cost
Estimated size of front lawn replaced Lawn size assumption based on approximate measuring Google Earth lawns and Palo
600 sqft
Total SFR in Palo Alto 17,900 (Palo Alto, 2022b, Table 2-36)
Average SFR sold per year 2014-2022 per "New Homes Directory". May double-count
#6Houses turned over per year 400 DU/yr
Expected Compliance (%)
Estimated acreage of front lawns repl acres
gal/sq ft
AF/acre
36 City Staff Estimate
4.8
Savings in 2024 21.2 AFY
Savings in 2045
Cost Summary
Annual Staffing Cost
Lifetime Costs
$250,500
$236,818
$487,318
$5,360,500
$1,094Unit Cost ($/AF)
Phase 1 Total
Average Annual Cost
Average Annual Project Yield
Unit Cost ($/AF)
$188,176
582
$323
Phase 2 Total
Average Annual Cost
Average Annual Project Yield
Unit Cost ($/AF)
$639,142
330
$1,939
1) Measures 1, 2, and 7 target outdoor irrigation and may have some overlap, leading to a reduction in total expected savings from those programs if they are all implemented.
2) Similar to Note #4, Measures 7 and 8 target residential front lawns and may overlap, leading to a reduction in total expected savings if they are both implemented. For example, if a customer first renovates a house and then sells it, there would
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Enhanced Conservation
Water Conservation Program Summary by Best Management Practice
Total Yield
Through 2045
(af)
Unit CostProgram Cost
1 1) Outdoor Irrigation Efficiency for CII Properties 4,351 $501,000 $115
2,184
$2,347
1 4) Lawn Limitation for New Development and Major Retrofits 1,531
12,224
$1,502,800 $981
1
Phase 1 Subtotal $3,951,700
$1,170,118
$6,891,360
$323
2 6) HET Replacement Program for CII Properties $3,314
1,668
2 8) Lawn Limitation for Residential Properties Upon Resale 4,900
6,921
$5,360,500
$13,421,978
$17,373,678
$1,094
$1,939
$907
Phase 2 Subtotal
Water Conservation Program Summary 19,145
Project Yield and Cost
8) Lawn Limitation for
Residential Properties Upon
Resale
1) Outdoor Irrigation Efficiency for CII 3) Low Income Residential HET Replacement 4) Lawn Limitation for New Development 6) HET Replacement Program for CII 7) City Landscaping Support for TurfYear2) Non-Functional Turf Ban for CII Properties 5) 3-Day Watering Week Phase 1 Total Phase 2 TotalProperties
CY Count Yield
46
Cost Yield
13
Cost Yield Cost Yield
7
Cost Yield Cost Yield Cost Yield
7.2188
14
Cost Yield
21
Cost Yield
281
345
410
474
Yield
3120251$100,200 $181,800 1 $43,350 $166,800 214 $33,400 2 $117,012 $328,160 $350,500
92 26 13 42 61
137 40 20 22 64 92
53 27 29 85 122
2029 5 229 $100,200 66 $81,800 6 $43,350 33 $66,800 204 $33,400 11 $117,012 36 $328,160 106 $250,500 538 153
2030 6 229 $0 79 $66,800 7 $43,350 40 $66,800 202 $33,400 13 $117,012 43 $328,160 127 $250,500 557 183
2032 8 229 $0 106 $66,800 9 $43,350 53 $66,800 197 $33,400 17 $117,012 58 $328,160 170 $250,500 594 245
2033 9 229 $0 119 $66,800 10 $43,350 60 $66,800 194 $33,400 19 $117,012 65 $328,160 191 $250,500 612 275
2034 10 229 $0 132 $81,800 11 $43,350 66 $66,800 192 $33,400 21 $117,012 72 $328,160 212 $250,500 631 306
2036 12 229 $0 132 $0 11 $0 80 $66,800 187 $33,400 21 $0 87 $328,160 255 $250,500 639 363
2037 13 229 $0 132 $0 11 $0 86 $66,800 184 $33,400 21 $0 94 $328,160 276 $250,500 643 391
101
2039 15 229 $0 132 $0 11 $0 99 $66,800 179 $33,400 21 $0 108 $328,160 318 $250,500 651 448
2040 16 229 $0 132 $0 11 $0 106 $66,800 177 $33,400 21 $0 116 $328,160 339 $250,500 655 476
2042 18 229 $0 132 $0 11 $0 119 $66,800 172 $33,400 21 $0 130 $328,160 382 $250,500 664 533
2043 19 229 $0 132 $0 11 $0 126 $66,800 169 $33,400 21 $0 137 $328,160 403 $250,500 668 562
Total 4,351 $501,000 2,184 $813,000 185 $433,500 1,531 $1,502,800 3,973 $701,400 353 $1,170,118 1,668 $6,891,360 4,900 $5,360,500 12,224 6,921
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Irrigation Wells
Irrigation Wells
Cost Estimate Summary Table
Project
Total Capital Cost
Capital Cost
Cost Units
$1,000,000 $
Land Acquisition Cost
Amortized Capital and Land Cost
Total O&M Cost
Groundwater Production Charge (GPC)
O&M Cost
$M
$65,051 $ per Year
$93,096 $ per Year
Energy Cost $ per Yr
Total Unit Cost
Total Annual Cost $168,246 $ per AF
Capital Cost Unit Cost $1,205 $ per AF
O&M Unit Cost
Energy Unit Cost $61
Unit Cost $3,116
Cost Escalation
ENR Date
ENR Index (Northwest County Recycled
13,169 December 2020
Cost Escalation Method
Capital Costs
Quantity Unit Unit Cost Original Cost Current Cost Source Notes
Adjustments
Construction Cost
Construction Cost Per Well 5 EA $75,000 $375,000 (W&C, 2019, TM 6.4, Table 5, pdf pg 11)
Construction Cost Markup 2.25 Added construction cost markup since it was not clearly included in original cost.$168,844 $993,011
Subtractions
Treatment Facilities
Conveyance
Pump Stations
Additions
Treatment Facilities
Conveyance
Pump Stations
Total Capital Cost
$375,000 $993,011
Subtractions --$0
Calculated Total --$993,011
$1,000,000
O&M Cost
Quantity Unit Unit Cost Original Cost Current Cost Source Notes
Adjustments
O&M Cost
Original O&M wo GW Production Charge $5,800 $6,822 (W&C, 2019, TM 6.4, Table 6, pdf pg 11)
$105,000 --(W&C, 2019, TM 6.4, Table 6, pdf pg 11)
(Valley Water, 2022)New Groundwater Production Charge 54 $/AF $1,724 $93,096
Subtractions
Treatment
Conveyance Pipelines
Other
Additions
Treatment
Conveyance Pipelines
Other
Energy Cost for Pumping
O&M Total
45,000 Kwh $0.10 $9,000 $3,276.19 City Staff Estimate
O&M Subtotal $119,800 $99,918
$0Subtractions
$3,276
Calculated O&M Total $110,800 $103,194
Total O&M Cost (Rounded)
12
Item #4
Packet Pg. 284
Groundwater
Emergency Well Conversion
Cost Estimate Summary Table
Iron (Fe)/Manganese
(Mn)/Total Dissolved Solids
(TDS) Treatment
Difference (Treatment El Camino Only with Fe/Mn/TDS El Camino OnlyBlending-
(Option 4B)(Option 4)
Cost Units
Total Capital Cost
Capital Cost $49,760,760 $1,532,363 $48,228,398 $25,472,442 $0 $
Land Acquisition Cost
Amortized Capital and Land Cost
Total O&M Cost
Groundwater Production Charge (GPC)
O&M Cost
$3,408,068 $92,395 $3,315,673 $1,788,376 $ per Year
$5,172,000 $5,172,000 $0
$1,599,739
$0
$4,137,600 $4,137,600 $ per Year
Energy Cost
Total Unit Cost
Total Annual Cost $10,491,781 $5,576,369 $4,915,412 $7,362,471 $4,381,634 $ per Yr
2,250 3,000 1,800 2,400
Capital Cost Unit Cost $1,515 $1,484 $ per AF
$2,299 $1,724 $2,299 $1,724
O&M Unit Cost $735
Energy Unit Cost $44 $33 $11 $41 $31
Unit Cost $4,663 $1,859 $2,804 $4,090 $1,826
Cost Escalation
Period ENR Date
ENR Index (Carollo Groundwater Study, May 2000)7,164 May, 2000
15,490 September 2023
Cost Escalation Method
Capital Costs
Project Quantity Unit Unit Cost Original Cost Current Cost Source Notes
Construction Cost
Original Construction Cost varies by Option. See Summary Table for Options 1-4 above (Column L-R).
Adjustments
Land Acquisition
Original Land Acquisition
n/a (no land needed for the 2 selected wells)
Revised Land Acquisition
n/a
Subtractions
Treatment Facilities
n/a
Conveyance
Storage
n/a
Pump Stations
n/a
Other
n/a
Additions
Treatment Facilities
n/a (already included in 2000 Study)
Conveyance
Option 4: Brine line for RO waste stream
Brine line flowrate assumption for Fe/Mn filter backwashing 5%of Q_well
_well
_well
Brine line flowrate El Camino Well (1488 gpm)
gpm
gpm
Design velocity ft/sec Assumes pressurized flow of brine to RWQCP outfall
Brine Line El Camino to Eleanor Pardee Park @ 1000 gpm
@1000 gpm
@1488 gpm
@1000 gpm
4.5 inches 9,000 feet $10,536,000 Assumes dedicated brineline is needed (most conservative)
10,600
Storage
Options 2, 3, 4: Backwash water storage for Fe & Mn treatment (2 sites)
Backwash volume 5 times Q_well
time per day
Options 2 and 4 (El Camino = 1,488 gpm & Eleanor Pardee = 372 gpm)
Daily backwash volume El Camino Well @ 1,488 gpm 0.11 MG $1.00 n/a $251,229 Check backwash volume is approximately 5% of treatment flow (5%*1488 gpm = 748 gpm = 0.107 mgd
*372 gpm = 19 gpm = 0.027 mgdDaily backwash volume Eleanor Pardee Well @ 1000 gpm
Sewer Connection from Camino Well to sewer (25%*1488=372 gpm)
*1000=250 gpm)
Option 3 (El Camino = 613 gpm & Eleanor Pardee = 524 gpm)
inches feet 1,891,052 ###########################################
971,641 ###########################################
A dedicated brineline is used (15% cheaper in $/AF than sewer connections w/charges)
4.5
Backwash volume El Camino Well @ 613 gpm 0.05 MG $1.00 n/a $103,478
Backwash volume Eleanor Pardee Well @ 524 gpm
*613=153 gpm)
=131 gpm)
Options 4B (El Camino = 1,488 gpm)
inches feet 1,755,977 ########################################### gpm on average
########################################### gpm on average3.5
Backwash volume El Camino Well @ 1,488 gpm
Sewer Connection from Camino Well to sewer (25%*1488=372 gpm)
Pump Stations (Option 4 only)
0.11 MG $1.00 n/a $251,229
inches feet 1,891,052 ########################################### gpm on average
Brine PS at El Camino Well @ 1000 gpm
@ 1488 gpm
@ 1000 gpm
1 hp 20 feet TDH $26,015 Assumes pressurrized flow of brine to RWQCP outfall
Assumes pressurrized flow of brine to RWQCP outfall
Sewer Connection Fees (not used)
Sewer Connection Charge El Camino Well 1 connection $9,846 $9,846 WASTEWATER SERVICE CONNECTION CHARGES UTILITY RATE SCHEDULE S-5
Sewer Connection Charge Eleanor Pardee Park Well
13
Item #4
Packet Pg. 285
Groundwater
O&M Cost
Project Quantity Unit Unit Cost Original Cost Current Cost Current Scaled Capacity Cost (2023)Source
Adjustments
O&M Cost
Original Annual O&M: Option 1 $1,084,968 $5,907,548 $5,483,974
Original Annual O&M: Option 1B (El Camino Well with blending only)2,944,458 4,381,634
1,121,459
Original Annual O&M: Option 3
Original Annual O&M: Option 4 1,606,063 $7,083,713
Subtractions
Treatment
2023 Cost of Chlorine per 1000 gpm well $13,931 per year
Palo Alto staff estimate based on (AWWA, 2023) that the amount of ammonia required is 1/8 to 1/12 the ammount of
2024 Cost of Ammonia compared to Chlorine per 1000 gpm well -
2023 Cost of Ammonia per 1000 gpm well per year
n/a
Pump Station(s)
n/a
Storage
n/a
Other
n/a
Additions
Treatment
n/a
Conveyance Pipelines
n/a
Pump Station(s)
neglible
Storage
n/a
Other
Annual Energy Cost for Groundwater pumping El Camino Well 204 ft 1,488 gpm $50,014 $74,426 (Todd Groundwater, 2018, Table 4-2)
Annual Energy Cost for Groundwater pumping Eleanor Pardee Park Well
$99,964
2,400
$209,088
$52,272
$52,272
$13,068
afy 1,724 $/AF (2023 dollars)$4,137,600
9.08 $/ccf
44. COMMERCIAL WASTEWATER COLLECTION AND DISPOSAL UTILITY RATE SCHEDULE S-2ccf
Capacity Charge Eleanor
Backwash Water El Camino SFPUC Cost 125 afy $2,069 $/AF $258,635
Backwash Water Eleanor SFPUC Cost
Energy Cost for brine pumping neglibable
O&M Total
Original Total
Subtractions
$542,484
--
$2,944,458 $4,381,634
----
Additions $50,014 $50,014
$2,994,472
$74,426
$4,456,059Calculated Total
$593,000 $2,995,000 $4,457,000
14
Item #4
Packet Pg. 286
Groundwater
SUPPORTING CALCULATIONS BY OPTION (updating costs from the 2000 Carollo Study)
- Blending with SFPUC Water
Capacity set to not exceed 3,000 afy (Todd
Description Original Cost (1)Cost Adjustment 2000 -> 2023 Escalated Cost Estimate ($2023)Capacity Scaling in 2023 dollars
FLOW CAPACITY/YIELD
GW Production Capacity
SFPUC Flow
Total GW Yield (1,2)
Flow Control
El Camino (1)Eleanor (1)Quantity Unit El Camino Eleanor El Camino (2)Eleanor (2)
gpm 1,000 1,000 1,488 372
1,153
1,613 1,613
149%37%
$$75,000
100,000
$75,000
100,000
216% ENR ratio in-place $162,165 $60,329
Blending Facility(3)
Pipeline $$
$
50,000
225,000
21,238
42,461
n/a
$
$
1,730,000
1,905,000
216% ENR ratio in-place $
$
$
$
$
3,740,606
4,118,991
in-place $
$
$
$
$
1,391,594
1,532,363CAPEX Subtotal $
$
$
$
$
$
$
-
-
$
$
$
$
$
$
$
-
Annualized Capital Costs $/Yr -
OPERATION & MAINTENANCE COST
Energy Cost for GW pumping
OPEX Subtotal
268% labor multiplier
1,724 $/AF (2023 dollars)
113,977
50,014
163,991
2,780,467
2,944,458
1,826
169,608 42,402
$/Yr 25,538
$/Yr $
$
$
$
42,461
500,023
563,722
350
$
$
$
$
42,461
500,023
722,303
448
182,623
2,780,467
3,211,449
1,991
244,034
4,137,600
4,381,634
1,826
67,940
GROUNDWATER PRODUCTION CHARGE $1,034,400
1,194,735
1,991
$/yr
Unit GW Production Cost $/afy
39 138 102 267 102 267
1) Production Capacity from (Todd Groundwater, 2018, Appendix B Cost Estimates)
3) Addition of chelate recommended to keep Fe and Mn in solution.
Option 2 - Fe and Mn Treatment at Each Well Exceeds 3000 afy (Todd Groundwater, 2018)
Capacity Scaling in 2023 dollarsOriginal Cost (1)
El Camino (1)
Cost Adjustment 2000 -> 2023 Escalated Cost Estimate ($2023)
FLOW CAPACITY/YIELD
GW Production Capacity
SFPUC Flow
Eleanor (1)Quantity Unit El Camino Eleanor El Camino (2)Eleanor (2)
gpm 1,000 1,000 1,000
0
1,488
0 0
Total Yield (1,2)1,613 1,613 1,613 1,613 2,400 1,613
CAPTIAL COST 149%100%
Pressurized Filters $$900,000 $900,000 216% multiplier $
$
1,945,980 $
$
1,945,980 $
$
2,895,490 $1,945,980
Backwash Storage Tank (3)
CAPEX Subtotal
n/a n/a 1,891,052
2,197,209
1,891,052
2,114,824
1,891,052
5,037,771
1,891,052
4,005,876$900,000
84,954
$900,000
84,954
$
Annualized costs $/Yr $$$
OPERATION & MAINTENANCE COST
Operating Cost $/Yr $42,461 $42,461 268% labor multiplier $113,977 $113,977 $169,590 $113,977
Energy Cost for GW pumping
$1,506 $1,506 167% energy multiplier
239% materials
Repair Valve Kits 239% materials
Replacement Valves 500 500 239% materials 1,196 1,196 1,779 1,196
Personnel Costs $/Yr $9,100 $9,100 268% labor multiplier $24,427 $24,427 $36,345 $24,427
OPEX Subtotal $/Yr $60,706 $60,706 $209,196 $227,829 $311,278 $184,720
GROUNDWATER PRODUCTION CHARGE $
$
500,023
645,683
$
$
500,024
645,684
$1,724 $/AF (2023 dollars)$
$
2,780,467
3,165,973
$
$
2,780,467
3,177,995
$
$
4,137,152
4,805,620
$
$
2,780,467
3,241,385$/yr
Unit GW Production Cost $/afy $400 $400 $1,963 $1,970 $2,003 $2,010
GW production cost without GW Production Charge $90 $90 $239 $246 $279 $286
1) Production Capacity from (Todd Groundwater, 2018, Appendix B Cost Estimates)
2) Increase production capacity for El Camino Well from Todd Groundwater, 2018
3) Backwash tank sized to avoid large flow rate with Fe and Mn backwash water. Assumed that backwash water has sufficient pressure to drain to nearby sewer by gravity.
15
Item #4
Packet Pg. 287
Groundwater
Option 3 - Fe and Mn Treatment at Each Well plus Blending
Original Cost (1)Cost Adjustment 2000 -> 2023 Escalated Cost Estimate ($2023)Capacity Scaling in 2023 dollars
FLOW CAPACITY/YIELD El Camino (1)Eleanor (1)Quantity Unit El Camino Eleanor
GW Production Capacity gpm 380
3,720
325
3,775
380
3,720
325 Not scaled as the wells are already
3,775 underutilized in 2000 Study.
Total Yield (1,2)AFY 613 524 613 524 No information available on
CAPTIAL COST upscaling with blending.
Pressurized Filters $700,000
905,000
85,426
700,000
75,000
100,000
1,150,000
n/a
n/a
2,025,000
191,146
216% multiplier $
$
1,513,540
3,816,246
$
$
1,513,540
162,165 This alternative is not carried forward
216,220 and out of scope to analyze this further.
Pipelines 2,486,530
6,222,933
Backwash Storage Tank (3)
CAPEX Subtotal
Annualized costs
OPERATION & MAINTENANCE COST
$/Yr
$/Yr 20,381 20,381 268% labor multiplier $54,708 $54,708
167% energy multiplier
$/Yr
Repair Valve Kits
500 500 1,196 1,196
Personnel Costs $/Yr 9,100 9,100 268% labor multiplier $24,427 $24,427
OPEX Subtotal 38,626 38,626 $118,919 $122,224
Groundwater Production Charge
Total Annual Cost
190,009
314,061
512
162,507
392,279
748
$1,724 $/AF (2023 dollars)$
$
$
$
1,056,578
1,439,455
2,349
$
$
$
$
903,652
1,430,091
2,728
$/yr $
$
$
$Unit GW Production Cost $/afy
GW production cost without GW Production Charge 202 438 625 1,004
1) Production Capacity from (Todd Groundwater, 2018, Appendix B Cost Estimates)
3) Backwash tank sized to avoid large flow rate with Fe and Mn backwash water. Assumed that backwash water has sufficient pressure to drain to nearby sewer by gravity.
Capacity set to not exceed (3,000 afy) (Todd
Option 4 - Fe, Mn, and TDS + Ammonia Treatment at Each Well
Description Original Cost (1)Cost Adjustment 2000 -> 2023
Quantity
Escalated Cost Estimate ($2023)Capacity Scaling in 2023 dollars
FLOW CAPACITY/YIELD
GW Production Capacity
SFPUC Flow
El Camino Eleanor Unit El Camino Eleanor El Camino (2)Eleanor (2)
gpm 1,000 1,000 1,000 1,488 372
-0 0 0
Total Yield (1,2)1,613 1,613 1,613 1,613
CAPTIAL COST
Pressurized Filters
RO system
149%37%
$900,000
3,400,000
n/a
900,000
3,400,000
n/a
216% multiplier $1,945,980 $1,945,980 $2,895,803
10,939,702
251,229
$1,945,980
Backwash Storage Tank (3)
Sewer Connection (3)
CAPEX Subtotal
$n/a
n/a
n/a
4,300,000
84,960
320,936
n/a
n/a
n/a
n/a
4,300,000
84,960
320,936
n/a
n/a
n/a
n/a
9,297,460
156,150
589,902
-
n/a
n/a
n/a
9,297,460
156,150
589,902
-
$
$
$
11,347,000
25,472,442
$
$
$
14,796,000
24,288,318$
$
$
$
$
$
$
$
$
$
$
$
$
$
$/Yr
Other including Brine Disposal Pipeline
Annualized costs $405,896 $405,896 746,052 746,052 1,788,376 1,619,692
OPERATION & MAINTENANCE COST
Energy Cost for GW pumping
Energy Cost for treatment
Replacement Media
Ammonia
Chemicals
Repair Valve Kits
Replacement Valves
Personnel Costs
$/Yr 42,461 42,461 268% labor multiplier $113,977 $113,977 $169,608 $42,402
$/Yr n/a
1,506
1,254
n/a
5,825
60
n/a
1,506
1,254
n/a
5,825
60
$50,014 $68,647 $74,426 $25,538
167% energy multiplier
n/a
500
9,100
500
9,100
1,196
24,427
1,196
24,427
1,779
36,349
445
9,087
Subtotal $/Yr 18,245 18,245 98,053 116,686 $145,913 $43,410
RO O&M Cost
Energy Cost 83,255 83,255 167% energy multiplier $199,113 $199,113 $296,300 $74,075
Other O&M Cost $/Yr 159,047 159,047 141,510
Annual Sewer Service Charge for Option 4 Brine
$-
258,635
1,436,495
4,137,600
7,362,471
3,068
$-
173,822
475,218
1,034,400
3,129,310
5,216
Backwash Water SFPUC Cost
OPEX Subtotal
GROUNDWATER PRODUCTION CHARGE
Total Annual Cost
303,008
500,023
1,208,927
750
303,008
500,024
1,208,928
750
791,522
2,780,467
4,318,041
2,677
810,154
2,780,467
4,336,674
2,689
$
$
$
$
$
$
$
$
$1,724 $/AF (2023 dollars)$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$/yr
Unit GW Production Cost $/afy
440 440 953 965 1,344 3,492
1) Production Capacity from (Todd Groundwater, 2018, Appendix B Cost Estimates)with sewer discharge option 3827 4855
3) Backwash tank sized to avoid large flow rate with Fe and Mn backwash water. Assumed that backwash water has sufficient pressure to drain to nearby sewer by gravity.
16
Item #4
Packet Pg. 288
Groundwater
Brine Pipeline to RWQCP for TDS removal options (3.7 miles)
From El Camino Park to Eleanor Park:1.7 miles 9000 ft
From Eleanor Pardee Park to RWQCP:10600 ft
17
Item #4
Packet Pg. 289
Palo Alto DPR
Palo Alto DPR
Cost Estimate Summary Table
Cost Units
Total Capital Cost
Capital Cost $105,257,000 $
Land Acquisition Cost
Amortized Capital and Land Cost
Total O&M Cost
Groundwater Production Charge (GPC)
O&M Cost
$ per Year
$0 $ per Year
$9,305,267
Energy Cost $ per Yr
Total Unit Cost
Total Annual Cost $16,972,804 $ per AF
Capital Cost Unit Cost $ per AF
O&M Unit Cost 1,970
Energy Unit Cost
3,594
Cost Escalation
Period ENR Date
ENR Index (NW County RWSP, June 2018)12,015 June 2018
September 2023
Cost Escalation Method
Capital Costs
Quantity Unit Unit Cost Original Cost Current Cost Source Notes
Adjustments
Note that the primary source document for this supply option (W&C, 2019) wasCapital Cost - Reduced Project Yield
Original Project Yield
Revised Project Yield
Land Acquisition
4.73 MGD $16,834,448 $79,600,000 --(W&C, 2019), Option D1, pdf pg 134
$91,512,299 Capital cost escalated to 2023 and yield decreased.
Original Land Acquisition 50,000 sq ft $500 $25,000,000 --(W&C, 2019), Option D1, pdf pg 134
Revised Land Acquisition
Subtractions
$11,463,000
Treatment Facilities
RO Concentrate treatment removed per direction of City, assuming RO ConcentrateRemoval of RO Concentrate Treatment Costs (W&C, 2019), Option D1, pdf pg 1341.18 MGD $1,510,000 $1,784,971 ($2,301,223)
Construction Cost Markup
Conveyance
0.870 multiplier (W&C, 2019) multiplier used to remove (W&C, 2019) -based cost
Original HDPE Pipeline: 12 inch 5,000 lf $254 $1,270,000 ($1,637,312)
Original pipeline costs from (W&C, 2019) removed in order to use updated pipeline
(W&C, 2019), Option D1, pdf pg 1341,400
Original HDPE Pipeline: 30 inch 2,600 lf $1,201,200 ($1,548,613)
multiplier (W&C, 2019) multiplier used to remove (W&C, 2019)-based cost
Storage
n/a
Pump Stations
n/a
Other
n/a
Additions
Treatment Facilities
Cost scaling factor applied to water stabilization and secondary UV. Vendor quotes
Cost Scaling Factor 2.0
--
Assuming 30% flow through calcite contactor, based on recent similar projectWater Stabilization (Calcite Contactor)1.26 MGD $920,000 --$2,327,513 (Carollo, 2023a)
4.22 MGD $844,988
Construction Cost Markup
Conveyance
1.448 multiplier $4,595,185
Pipeline: 12 inch 5,000 lf $740.00 --$3,700,000 (W&C, 2019), Option D1, pdf pg 134
Pipeline: 20 inch
Pipeline: 24 inch 1,400 $1,010.00 $1,414,000
Pipeline: 30 inch
Construction Cost Markup
Storage
2,600 lf $2,756,000
multiplier
n/a
Pump Stations
n/a
Total Capital Cost
Capital Cost $79,600,000 $91,512,299
$11,463,000
$102,975,299
($12,826,870)
$26,565,644
$116,714,073
$116,720,000
Land Acquisition
Original Total
Subtractions
Additions
$25,000,000
$104,600,000
--
Calculated Total
--
18
Item #4
Packet Pg. 290
Palo Alto DPR
O&M Cost
Project Quantity Unit Unit Cost Original Cost Current Cost Source Notes
Adjustments
O&M Cost - Reduced Project Yield
Original Project Yield 4.73 MGD $1,694,019 $8,010,000 --(W&C, 2019), Option D1, pdf pg 135
Revised Project Yield $9,208,713 O&M cost escalated to 2023 and yield decreased due to decreased RWQCP flows
Subtractions
Treatment
RO Concentrate treatment removed per direction of City, assuming RO ConcentrateRemoval of RO Concentrate Treatment Costs 1.18 MGD $226,000 ($267,155)($344,422)(W&C, 2019), Option D1, pdf pg 135
Conveyance Pipelines
n/a
Pump Station(s)
n/a
Storage
n/a
Other
Original Energy Costs
Additions
718,547 KWh/yr $0.15 ($107,782)City Staff
Treatment
of annual CAPEX
Calcite Contactor 4%$6,847,119 $273,885 Estimated as 4% of annual capital cost. Operating costs for calcite contactors include
of annual CAPEX Estimated as 4% of annual capital cost. Operating costs for secondary UV include
Conveyance Pipelines
n/a
Pump Station(s)
n/a
Storage
n/a
Other
718,547 KWh/yr is from the Recycled Water Strategic Plan, city staff provided the cost
KWhEnergy Costs $0.10718,547 KWh/yr $74,733 Recycled Water Strategic Plan and City Staff
O&M Total ($/year)
O&M Subtotal $8,010,000 $9,208,713
Subtractions --
Additions
Calculated Total $9,379,012
19
Item #4
Packet Pg. 291
Regional DPR
Regional DPR
Cost Estimate Summary Table (Palo Alto) (2)Cost Estimate Summary Table (Valley Water) (1)
Cost Units Project Cost Units
Total Capital Cost Total Capital Cost
Capital Cost $16,410,000 $Capital Cost $779,008,732 $
Land Acquisition Cost Land Acquisition Cost
Amortized Capital and Land Cost
Total O&M Cost
Amortized Capital and Land Cost
Total O&M Cost
$1,067,494 $ per Year $50,675,636 $ per Year
Groundwater Production Charge (GPC)$0 $ per Year O&M Cost $31,340,000 $ per Year
O&M Cost (including Cost of Water)$6,049,640 Total Unit Cost
$ per Yr Total Annual Cost$270,999 $82,015,636
Total Unit Cost Project Yield AFY
Total Annual Cost $7,117,134 $ per AF $3,417 $ per AF
1) This table calculates the estimated unit cost of the Regional DPR Facility with capital and O&M costs paidProject Yield
Capital Cost Unit Cost $603 $ per AF
O&M Unit Cost $3,420
Energy Unit Cost
Unit Cost (Including Cost of Water)
2) This table calculates the capital and O&M costs paid by Palo Alto for the pipeline from
Cost Escalation
Period
ENR Index (CoRe Plan, August 2019)
Current Cost Basis
ENR Date
Aug-1912,368
September 2023
20
Item #4
Packet Pg. 292
Regional DPR
Yield Calculations
Yield Unit Source Notes
Yield Available to Palo Alto
Flow available to Palo Alto based on 2022 flows to RWQCP; assumes no SSRF and allFlow available for Local Reuse 0.88 mgd
mgd
(Palo Alto, 2023f)
Dewatering flow (W&C, 2019) TM 6.5, Section 8
Total flow available (influent)
Treatment Efficiency
Production Capacity (effluent)
1.88
84%
1.58
1,769
(B&C, 2021) Appendices, Appendix A-2, Section 2.1
mgd
afy
Total Regional Facility Yield
Regional Facility Yield 24,000 afy (B&C, 2021), Page 1
(Valley Water, 2023d)
Selected based on Valley Water's potable reuse goal of producing 24,000 afy by 2040.
Energy Assumption
Energy Assumption 1.65 GWh/MGD
21
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Regional DPR
Cost Escalation Method
Capital Cost (Valley Water)
Quantity Unit Unit Cost Original Cost Current Cost Source Notes
Adjustments
CoRe Plan DPR Options
CoRe Plan 1b: San Jose Raw Water
19,800 afy $32,828 $650,000,000 (B&C, 2021), Table 6-13
CoRe Plan 1b: San Jose RWA (High)24,000
Note: Raw Water Augmentation is defined in (B&C, 2021) asCoRe Plan 1c: San Jose Treated Water
(B&C, 2021), Table 6-13
CoRe Plan 1d: SJ TWA, new pipeline $25,208 $605,000,000
CoRe Plan DPR Average $26,005 $622,000,000 $779,008,732
Capital Cost Total (Rounded)--$779,008,732
O&M (Valley Water)
Project Quantity Unit Unit Cost Original Cost Current Cost Source Notes
Adjustments
CoRe Plan DPR Options
19,800 afy $1,237 $24,500,000 (B&C, 2021), Table 6-13
CoRe Plan 1b: San Jose RWA (average)
24,000 afy $1,004 $24,100,000 (B&C, 2021), Table 6-13
CoRe Plan 1d: San Jose TWA, new pipeline
Escalated with ENR Index. No O&M cost provided in (B&C,CoRe Plan DPR Average 24,000 $31,331,228
Estimated Energy Cost 35,352,596 KWh $3,676,886 City Staff
O&M Cost Total (Rounded)--$31,340,000
22
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Regional DPR
Capital Cost (Palo Alto)
Project Quantity Unit Unit Cost Original Cost Current Cost Source Notes
Treatment Facilities
Conveyance
Length from Regional AWPF to Palo Alto Distribution System if
Pipeline Length 2 mi
Pipeline (10")10,560 $690 $7,286,400 10" diameter estimated for expected flow and vmax = 5 fps
Construction Cost Markup
Storage
n/a
Pump Stations
n/a
Other
n/a
Calculated Total --$16,403,526
Capital Cost Total (Rounded)
O&M Cost (Palo Alto)
Project Quantity Unit Unit Cost Original Cost Current Cost Source Notes
Treatment Facilities
n/a
Conveyance
Pipeline (10")0.5%of annual CAPEX $955,967 $4,780
Storage
n/a
Pump Stations
n/a
Other
n/a
Calculated Total --$4,780
23
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DPR + SSRF
DPR with Small Salt Removal Facility (SSRF)
Cost Estimate Summary Table
Cost Units Keep or Remove SSRF Phase
Remove
1 Costs
Total Capital Cost
Capital Cost $48,900,000 $< Select
Land Acquisition Cost
Amortized Capital and Land Cost
Total O&M Cost
Groundwater Production Charge
O&M Cost
$ per Year
$0 $ per Year
$1,897,644
Energy Cost
Total Unit Cost
Total Annual Cost $5,605,085 $ per Yr
Capital Cost Unit Cost $5,813 $ per AF
O&M Unit Cost $3,012
Energy Unit Cost
$8,897
Cost Escalation
Period ENR Date
ENR Index (NW County RWSP, June 2018)12,015 June 2018
September 2023
Cost Escalation Method
Capital Costs
Project Quantity Unit Unit Cost Original Cost Current Cost Source Notes
Adjustments
Option D1 - Project Subtotal
$43,006,000 (W&C, 2019), Option D1, pdf pg 134
4.73 MGD $359,530 $1,700,000 --(W&C, 2019), Option D1, pdf pg 134
BAC
Advanced Oxidation and Disinfection
Treatment - Reduced Capacities
Ozone Back calculating from RO feed flow of 2.72 mgd. Assuming ~5%
= 2.85 * ~95%)
2.85 MGD $463,513 --$1,321,013 (B&V, 2021), Table 5-12
2.85
Cost scaling factor applied to advanced oxidation/disinfection and
Cost Scaling Factor
--
Advanced Oxidation and Disinfection Assuming 25% of Phase 2 SSRF capacity allocated to Palo Alto0.56 MGD $599,841 --$548,292
Free Chlorine
Additional Capital Costs - Reduced Capacities
Remaining capital costs from include required infrastructure (size
Remaining Raw Capital Costs $17,534,400
--
Remaining Raw Capital Costs
Subtractions
0.50 multiplier $11,332,882
Treatment Facilities
4.73 MGD $6,200,000
RO System (W&C, 2019), Option D1, pdf pg 134 Included in SSRF costing below instead
RO Concentrate Treatment
Conveyance
Original HDPE Pipeline: 12 inch 5,000 lf $254 $1,270,000
Original HDPE Pipeline: 20 inch
Original HDPE Pipeline: 24 inch
Original HDPE Pipeline: 30 inch
Storage
Original pipeline costs from (W&C, 2019) removed in order(W&C, 2019), Option D1, pdf pg 1341,400 $533,400
$1,201,200
Pump Stations
Additions
Treatment Facilities
Cost scaling factor applied to water stabilization and secondary
Cost Scaling Factor 2.0
--
Water Stabilization (Calcite Contactor)(Carollo, 2023a)Assuming 30% flow through calcite contactor, based on recent0.17 MGD $920,000 $310,500
Addition of Secondary UV
Conveyance
(Carollo, 2023a)The Spektron 350 is appropriate for flow ranges from 0.4 to 0.7
MGD N/A
Pipeline: 12 inch --5,000 lf $740 $3,700,000
Pipeline: 20 inch Palo Alto project bids for Water Main
Replacement 29 (June, 2023) and Water Main
1,400 $1,010 $1,414,000
2,600 $2,756,000
Reduced Capacity Multiplier
Storage
Pump Stations
Total Capital Cost
Raw Construction Cost
Construction Cost Markup
SSRF
$19,363,566
2.45 multiplier
Salt Removal Capital, Phase 1
Capital Cost Total
1.125 MGD $0 (W&C, 2023), pg 4
$1,480,400
$48,900,000
City Staff Estimate
--
Land Cost
Original Capital Costs 50,000 sqft $500 $25,000,000 --(W&C, 2019), Option D1, pdf pg 134
MGD
Project Size (Based on MF/UF Treatment Land scaled to size required for MF/UF component of SSRF
2.72 MGD (B&V, 2021) Table 5-12
Land required (scaled down)36,973 --$7,394,592
Land Cost Total $7,400,000
24
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DPR + SSRF
O&M Cost
Project Quantity Unit Unit Cost Original Cost Current Cost Source Notes
Option D1 - Original O&M
$8,010,000 W&C, 2019, Option D1, pdf pg 134
Adjustments
Treatment - Original Project Capacity
4.73 MGD $93,055 $440,000
$620,000
$1,600,000
$2,700,000
$350,000
$150,000
--W&C, 2019, Option D1, pdf pg 134
BAC
MF/UF System
RO System
Advanced Oxidation and Disinfection --
Treatment - Reduced Project Capacity
Ozone Back calculating from RO feed flow of 2.72 mgd. Assuming ~5%
= 2.85 * ~95%)
2.85 MGD $119,968 --$341,909
BAC
2.85 MGD $169,046 $481,781 Advanced Water Purification System, (B&V, 2021),
MF/UF System Based on RO feed flow rate. O&M for SSRF processes has been
Process capacity based Phase 2 gross production rate. O&M for
RO System
2.32 MGD $736,168 $426,978
Advanced Oxidation and Disinfection --Advanced Water Purification System, (B&V, 2021)Assuming 25% of Phase 2 SSRF capacity allocated to Palo Alto
Free Chlorine
Resized and Escalated O&M Costs
Remaining O&M includes energy and consumables, and labor
Remaining O&M Costs
$1,762,218 --
Remaining O&M Costs
Subtractions
0.28 multiplier $488,267
Treatment Facilities
RO Concentrate treatment removed per direction of City,
RO Concentrate Treatment 4.73 MGD ($280,000)($360,982)
Original Energy Costs
Conveyance
718,547 KWh/yr $0.15 Input by City
Storage
Pump Stations
Additions
Treatment Facilities
of annual CAPEX Estimated as 4% of annual capital cost. Operating costs for
Calcite Contactor 4%$3,181,015 $127,241
Estimated as 4% of annual capital cost. Operating costs for
4%$3,181,015 $127,241
Energy Costs
Total O&M Cost ($/year)
O&M Subtotal
Subtractions
433,098 KWh/yr City Staff Estimate
--
--
--
$2,111,927
Additions
Calculated Total $1,942,689
O&M Cost Total ($/year)
25
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IPR
Indirect Potable Reuse (IPR)
Cost Estimate Summary Table
Project Cost Units
Total Capital Cost
Capital Cost $188,900,000 $
Land Acquisition Cost
Amortized Capital and Land Cost
Total O&M Cost
$12,769,597 $ per Year
Groundwater Production Charge (GPC)$5,671,960 $ per Year
Energy Cost $ per Yr
Total Unit Cost
Total Annual Cost $25,709,597 $ per AF
Capital Cost Unit Cost $2,480 $ per AF
$4,992
Cost Escalation
Period ENR Date
ENR Index (NW County RWSP, June 2018)12,015 June 2018
September 2023
Cost Escalation Method
Capital Costs
Project Quantity Unit Unit Cost Original Cost Current Cost Source Notes
Capital Cost
Original Capital Cost $70,700,000 $91,147,982 W&C, 2019, Option C1, pdf pg 128 Total capital cost ($92.2M) minus land acquisition ($21.5M), escalated to 2023
Adjustments (Land Acquisition only)
Land Acquisition
Original Land Acquisition
Treatment Facility Land Cost 20,000 sq ft $500 $10,000,000 W&C, 2019, Option C1, pdf pg 128
Cost provided in RWSP as lump sum
Peers Land Cost 14,000
Revised Land Acquisition
Treatment Facility Land Cost
= 1,850 gpm)
=1000 gpm)
23,000 sq ft $200 4,600,000 City Staff Estimate
$0 There is sufficient land for Manganese (Mn), Iron (Fe), and Total Dissolved Solids (TDS) treatment at this site
0 City Staff Estimate
9,000 Area calculated from Cost in W&C, 2019
Peers Well (Qmax =1700 gpm)
Adjustments (Treatment only)
Treatment Facilities
$2,800,000 Updated land cost based on $200/sft instead of $500/sft.
Wellhead Treatment at El Camino Well 1,000 gpm $-$9,297,460 Assumes treatment for Fe, Mn and TDS (Carollo, 2000, Option #4)
#4)
#4)
(Carollo, 2000) and (Todd Groundwater,Wellhead Treatment at Eleanor Pardee Well 9,297,460
11,675,879
(Carollo, 2000) and (Todd Groundwater,0
Wellhead Treatment at Library Park Well
Total Adjustment
0
$30,270,798
Subtractions
Treatment Facilities
Conveyance
Original HDPE Pipeline: 8 inch 2,000 lf $200 $400,000 ($515,689)
Original HDPE Pipeline: 10 inch lf ($409,973)
($1,637,312)
($7,320,846)
($8,598,923)
Original pipeline costs from W&C, 2019 removed in order to use updated pipeline costslf$1,270,000 W&C, 2019 Option C1, pdf pg 128
multiplier
Storage
n/a
Pump Stations
n/a
Other
n/a
Additions
Conveyance (RO waste stream/brine)
25%of Q_well
Brine line flowrate El Camino Well gpm requires a 4.5 inch diameter brine line
250 gpm requires a inch diameter brine line; and 8" once combined with brine from El Camino Well and Peers Well
425 gpm
0 gpm Not included in OWP since 3 wells are sufficient to produce expected yield
Brine line flowrate Rinconada Park Well 0 gpm Not included in OWP since 3 wells are sufficient to produce expected yield
0 gpm
925 gpm
Design velocity 5 ft/sec
Brine line from El Camino and Peers Well to junction (6 inch)7,500 lf $560 --$9,455,261
lf $560
lf --
lf Discharge to sewer replaced with dedicated brine line.
lf --Discharge to sewer replaced with dedicated brine line.
830 lf Discharge to sewer replaced with dedicated brine line.
100 lf Not included in OWP since 3 wells are sufficient to produce expected yield
100 lf
100 lf
2,000 lf --$1,240,000
Pipeline: 10 inch lf W&C, 2019 Option C1, pdf pg 128Pipeline: 12 inch lf
Pipeline: 16 inch
Pipeline Construction Cost Markup multiplier
Storage
Options 4: Backwash water storage for Fe & Mn treatment (3 sites)
Backwash volume 5 times Q_well
Backwash duration 15
1
Backwash volume El Camino Well @ 1000 gpm
Backwash volume Eleanor Pardee Well @ 1000 gpm
Backwash volume Peers Well @ 1700 gpm
Backwash volume Hale Well @ 609 gpm
Backwash volume Rinconada Well @ 609 gpm
Backwash volume Library Well @ 609 gpm
Connection to sewer EC/EP/P well
Pump Stations (Option 4 only)
0.08 $1.00 n/a $168,844
MG 168,844
MG
MG Not included in OWP since 3 wells are sufficient to produce expected yield
MG
MG
inches feet $117,065 ######################################## gpm on average
Brine PS at El Camino Well @ 250 gpm
@ 250 gpm
@ 425 gpm
2 hp 20 feet TDH $40,648
40,648
69,102
188,186
Assumes pressurized flow of brine to RWQCP outfall
Assumes pressurized flow of brine to RWQCP outfall
3 hp
1.251 multiplier
Other
n/a
Sewer Connection Charge El Camino Well 1 connection 9,846 9,846 WASTEWATER SERVICE CONNECTION CHARGES UTILITY RATE SCHEDULE S-5
Sewer Connection Charge Library Park Well
Total Capital Cost
Capital Cost $70,700,000
$92,200,000
$91,147,982
Land Acquisition $7,400,000
Original Total $98,547,982
Adjustments (treatment)$30,270,798
--($18,482,741)
$196,297,634
#####
Additions
Calculated Total
Capital Cost Total (Rounded)
26
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IPR
O&M Cost
Project Quantity Unit Unit Cost Original Cost Current Cost Source Notes
Adjustments
O&M Cost
Original Annual O&M $14,820,000 W&C, 2019, Option C1, pdf pg 129
Groundwater Production Charges (RWSP)5,900 afy $1,960 ($11,564,000)
Original Annual O&M without GW Prodcution Charge $4,197,706
Per discussions with VW, it is reasonable to assume that there may be some losses associated with recharge water,
Groundwater Product Charge Recharge Loss Assumption
10%
Pumping charge should only be applied to GW pumping amount (3,000 afy), not recharge amount (5,900 afy)Groundwater Production Charges (Adjusted)3,290 afy $1,724
Subtractions
Treatment
Conveyance Pipelines
n/a
Pump Station(s)
n/a
Storage
Other
Original Energy Cost 342,958 KWh/yr $0.15 $51,444 $66,322
Additions
Treatment (Fe/Mn and Ammonia)
Wellhead Treatment: El Camino Well 1,000 gpm $46,947
46,947 Included in Carollo 2000, but not in Todd
Not included in OWP since 3 wells are sufficient to produce expected yield
0
0
84 $2,069 $/AF $173,822
84 afy
143
1,000
1,000
1,700
afy
gpm
RO Treatment: Pardee Park Well
RO Treatment: Peers Park Well
Conveyance Pipelines
n/a
Pump Station(s)
n/a
Storage
n/a
Other
Energy Cost for Groundwater pumping El Camino Well 204 ft 1,000 gpm $50,019 Todd Groundwater, Table 4-2
1,000 $68,654
1,700 $354,304 Scaled Peers Well production to not exceed 5900 afy = 3700 gpm)
-
(3,700)
$138,705
Sewer Service Charge for 3 wells Brine
Sewer Service Charge for 3 wells Backwash
Sewer Capacity Charge
O&M Total ($/year)
64,984,401 ft^3 9.08 $/hcf 5,900,584 COMMERCIAL WASTEWATER COLLECTION AND DISPOSAL UTILITY RATE SCHEDULE S-2
1,229,447 COMMERCIAL WASTEWATER COLLECTION AND DISPOSAL UTILITY RATE SCHEDULE S-3
Original Total $14,820,000 $9,869,666
($66,322)
3,133,156
Subtractions --
Additions
Calculated Total $12,936,500
Total O&M Cost ($/year, Rounded)
27
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NPR
Non Potable Reuse (NPR)
Cost Estimate Summary Table
Cost Units
Total Capital Cost
Capital Cost $148,510,000 $
Land Acquisition Cost
Amortized Capital and Land Cost
Total O&M Cost
Groundwater Production Charge
O&M Cost
$9,660,789 $ per Year
$0 $ per Year
$909,679
Energy Cost
Total Unit Cost
Total Annual Cost $10,570,467 $ per Yr
Capital Cost Unit Cost $ per AF
O&M Unit Cost $827
Energy Unit Cost $75
$9,610
Cost Escalation
Period ENR Date
ENR Index (NW County RWSP, June 2018)12,015 June 2018
September 2023
Cost Escalation Method
Capital Costs
Quantity Unit Unit Cost Original Cost Current Cost Source Notes
Adjustments
Capital Cost
Original Capital Cost
Subtractions
Treatment Facilities
n/a
$63,000,000 $81,220,974 W&C, 2019, Option A2, pdf pg 116
Conveyance
Original HDPE Pipeline: 8 inch 50,383 lf $200 $10,076,600 ($12,990,972)
Original HDPE Pipeline: 10 inch Original pipeline costs from W&C, 2019 removed in
W&C, 2019, Option A2, pdf pg 116
$2,376,410 ($3,063,720)
W&C, 2019, multiplier used to remove W&C, 2019,-Construction Cost Markup $11,809,206 ($15,224,686)0.870 multiplier
Storage
n/a
Pump Stations
n/a
Additions
Treatment Facilities
SSRF Phase 1 costs removed as MV agreed to paySmall Salt Removal Capital, Phase 1 $0 W&C, 2023, pg 4
$1,480,400
Conveyance
Pipeline: 8 inch 50,383 lf $620 $31,237,460
lf
lf W&C, 2019, Option A2, pdf pg 116lf
$6,830,400
Construction Cost Markup multiplier
Storage
n/a
Pump Stations
Energy Cost
Total Capital Cost
Original Total $63,000,000 $81,220,974
($35,788,044)
$103,069,305
$148,502,234
$148,510,000
Subtractions --
Calculated Total
28
Item #4
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NPR
O&M Cost
Project Quantity Unit Unit Cost Original Cost Current Cost Source Notes
Adjustments
O&M Cost
Original Annual O&M $520,000 $670,395 W&C, 2019, Option A2, pdf pg 117
Subtractions
Treatment
n/a
Conveyance Pipelines
n/a
Pump Station(s)
n/a
Storage
n/a
Other
Original Energy Cost 794,111 KWh/yr $0.15 ($119,117)Input by City
Additions
Treatment
n/a
Conveyance Pipelines
n/a
Pump Station(s)
n/a
Storage
n/a
Other
SSRF O&M 1,100 afy
MGD Calculated average O&M cost per mgd from enhanced
$640,000 per MGD
KWh/yr
$358,400 W&C, 2023, Section 4.2
Energy Cost
O&M Total ($/year)
Original Total
794,111 $0.10
$520,000 $670,395
($119,117)
$440,992
$992,271
$1,000,000
Subtractions --
Additions
Calculated Total
29
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Desalination
Desalination
Cost Estimate Summary Table
Cost Units
Total Capital Cost
Capital Cost $251,832,599 $
Land Acquisition Cost
Amortized Capital and Land Cost
Total O&M Cost
Groundwater Production Charge
O&M Cost
$ per Year
$0 $ per Year
$9,827,073
Energy Cost
Total Unit Cost
Total Annual Cost $30,324,272 $ per Yr
Capital Cost Unit Cost $4,289 $ per AF
O&M Unit Cost $2,193
Energy Unit Cost
$6,768
Cost Escalation
Period ENR Date
Feb-15ENR Index (BAWSCA Long Term Regional Water Strateg 11,178
September 2023
Cost Escalation Method
Capital Costs
Project Quantity Unit Unit Cost Original Cost Current Cost Source Notes
Adjustments
Capital Cost Escalation
BAWSCA 15 mgd Open Bay Intake - Low
BAWSCA 15 mgd Open Bay Intake - High
BAWSCA 15 mgd Open Bay Intake - Average
15 mgd Open Bay Intake - Escalated
Adjustment for Change in Size
5 mgd Open Bay Intake
15 MGD $20,600,000 $309,000,000 Cost estimate from BAWSCA study includes intake,
CDM Smith, 2015, Table B-10
$464,921,721 15 mgd facility escalated to 2023 cost
5 MGD $30,994,781 No loss of economies of scale
See Additional Calculations for scaling factor to
Cost Scaling Factor (15 -> 5 mgd)
BAWSCA 15 mgd Open Bay Intake - Average
Land Acquisition
$251,832,599 Capital Cost including loss of economies of scale
CDM Smith, 2015, Section B.3 1 acre/mgd of treated water capacityLand Acquisition 5 ac
sq ft217,800 $200
Total Capital Cost
Capital Cost $251,832,599
$43,560,000Land Acquisition
Calculated Total
Capital Cost Total (Rounded)
30
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Desalination
O&M Cost
Project Quantity
73%
5
Unit Unit Cost
$16,382,072
$437,000
Original Cost Current Cost Source Notes
Adjustments
O&M Cost
$12,012,073 See Reference CalculationsO&M Total calculation
Subtractions
of annual CAPEX
Estimated from Table A9-B of the
_Volume_II_Phase_II_A_AttachmentsEnergy Cost ($2,185,000)City Staff Estimate
Additions
Estimated energy required from Valley Water
Energy Cost KWh/AF2750.00 $0.104006 $1,281,486
$12,012,073
($2,185,000)
$1,281,486
$11,108,559
$11,110,000
Original Total
Subtractions
Additions
--
Calculated Total
Total O&M Cost ($/year, Rounded)
Reference Calculations for Estimating Capital and O&M Costs
Assumptions 15 mgd Open Bay Intake - Low Source
$309,000,000 CDM Smith, 2015, Table B-10Capital Cost
Interest Rate in 2015
$16,800,741
CDM Smith, 2015, Table B-10
Total Annual Cost
O&M % of Annual CAPEX
Assumptions 15 mgd Open Bay Intake - High
Capital Cost $362,000,000 CDM Smith, 2015, Table B-10
Interest Rate in 2015
$19,682,422
Total Annual Cost
O&M % of Annual CAPEX
31
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Multi Source Storage
Multi Source Storage
Cost Estimate Summary Table
Cost Units
Total Capital Cost
Capital Cost $22,630,000 $
Land Acquisition Cost
Amortized Capital and Land Cost
Total O&M Cost
Groundwater Production Charge
O&M Cost
$1,472,114 $ per Year
$0
$60,000
$0
$ per Year
Energy Cost
Total Unit Cost
Total Annual Cost $1,532,114 $ per Yr
Capital Cost Unit Cost $38,125 $ per AF
O&M Unit Cost $1,554
Energy Unit Cost
$39,679
Bottom Up Calculation
Capital Costs
Project Quantity Unit Unit Cost Cost Estimate Source Notes
Treatment Facilities
Peers Park, Dewatering Oregon Expressway 0.068 MGD $4.50 $307,506
Using PHD/ADD peaking factor of 6.0
Conveyance
4-Inch Diameter Pipeline
Peers Park, Dewatering Oregon Expressway 3,000 LF $520 $1,560,000
Storage
Peers Park, Dewatering Oregon Expressway 12,000 gallons $14 $170,000
Pump Stations
Supply PS Construction Cost (from Stormwater/Dewatering Site to Park)
Peers Park, Dewatering Oregon Expres 1 hp $10,000 $10,000
Hoover Park, Oregon Expwy Dewaterin
Irrigation PS Construction Costs (from below-ground storage to feed irrigation system)
Peers Park, Dewatering Oregon Expres 3 hp $10,000 $30,000
Hoover Park, Oregon Expwy Dewaterin
Other
Report to be prepared by City, estimates per CityTitle 22 Report 5 EA $20,000 $100,000
Land Acquisition Cost
Assumption Cost
Peers Park, Dewatering Oregon Expressway $2,097,506
Ramos Park, RW Connection
Total Raw Construction Cost (2023 $)
$2,452,809
Hoover Park, Oregon Expwy Dewatering
2.25
Capital Cost Total (Rounded)$22,630,000
32
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Multi Source Storage
O&M Cost
Project Quantity Unit Unit Cost Cost Estimate
$6,448
Source Notes
Treatment
$2,478,210
Annualized Capital Cost for Treatment only
4%
Conveyance Pipelines
Capital Cost for Pipelines only $18,145,095
0.5%$5,287
Pump Station(s)
Capital Cost for PS only $382,713
$614
Storage
Capital Cost for Storage only $1,395,777
1.0%$1,120
Land
n/a
Other
O&M Staff (inspections per site)96 hrs/yr per site
Labor Cost (salary + benefits)$80 $38,538
O&M Total
Calculated O&M Total
Total O&M Cost ($/year, Rounded)
$52,008
$60,000
33
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Green Infrastructure
Green Infrastructure
Cost Estimate Summary Table
Cost Units
Total Capital Cost
Capital Cost $4,080,000 $
Land Acquisition Cost
Amortized Capital and Land Cost
Total O&M Cost
Groundwater Production Charge
O&M Cost
$265,410 $ per Year
$0
$240,000
$0
$ per Year
Energy Cost
Total Unit Cost
Total Annual Cost $505,410 $ per Yr
Capital Cost Unit Cost $8,847 $ per AF
O&M Unit Cost $8,000
Energy Unit Cost
$16,847
Cost Escalation
Period ENR
11,155
1.14
Date
Jul-16One Water LA 2040 Plan (Final, April 2018)
Jul-05
15,490 September 2023
Cost Escalation Method
Capital Costs
Project Quantity Unit Unit Cost Original Cost Current Cost Source Notes
Cost Estimating Basis
One Water LA : Green Streets Option 1 length
Adjustments
1,690 miles
11,900 Carollo, 2018a, Volume 5. TM5.2 - Appendix Normal Year hydrology
$M $875 $1,379 C, Concept Option #1 Average of high and low cost estimates
$/AF
$M/mile
$7,500
Palo Alto Project Sizing
Estimated by approximating the miles of high and medium priority streets projects inGreen Street length Palo Alto, 2019a, Figure 4.15miles
Note that infiltration may not necessarily lead to increased groundwater availability, so30afy
Capital Cost $/mile $816,000 $4,080,000
Subtractions
Treatment Facilities
Conveyance
Storage
Pump Stations
Other
Additions
Conveyance
Storage
Pump Stations
Other
Total Capital Cost
Capital Cost
Land Acquisition
Subtractions
Additions
$4,080,000
n/a (green streets are assumed to be constructed in public Right of Way)
$4,080,000
$0--
$0
Calculated Total $4,080,000
$4,080,000--
34
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Green Infrastructure
O&M Cost
Project Quantity Unit Unit Cost Original Cost Current Cost Source
Cost Estimating Basis
Carollo, 2018a, Volume 5, TM5.2 - Appendix
#1One Water LA : Green Streets Option 1 O&M $/year $50,970,535 $80,337,970
One Water LA : Green Streets Option 1 length
Adjustments
1,690 miles
$/mile per year
Palo Alto Project Sizing
Palo Alto, 2019a, Figure 4.1 Estimated by approximating the miles of high and medium priority streets projects inGreen Street length 5 miles
O&M Cost $/mile $47,500 $237,500
Subtractions
Treatment Facilities
Conveyance
Storage
Pump Stations
Other
Additions
Treatment Facilities
Conveyance
Storage
Pump Stations
Other
O&M Total ($/year)
O&M Cost $237,500
Subtractions --
$0
Calculated Total $237,500
$240,000--
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Graywater
Graywater
Cost Estimate Summary Table
Cost Units
Total Capital Cost
Capital Cost $0 $
Land Acquisition Cost
Amortized Capital and Land Cost
Total O&M Cost
Groundwater Production Charge
O&M Cost
$ per Year
$0
$46,650
$0
$ per Year
Energy Cost
Total Unit Cost
Total Annual Cost $46,650 $ per Yr
Capital Cost Unit Cost $0 $ per AF
$0
O&M Unit Cost $8,215
Energy Unit Cost
$8,215
Programmatic Cost Estimate
Project Costs Project Yield and Cost
Year
Project Assumptions Units Cost Source Notes
General Assumptions
Staff Time Single Family Facilities City Facilities Single Family + City Facilities0.25 FTE Assuming 0.25 FTE per City input
Staffing Cost - Salary and Benefits
Annual Staffing Cost
Calculations
$167,000 $/FTE
$41,750 CY Count Yield Install Cost Yield Install Cost Total Yield Total Cost
2024 1 0.44 $1,718 0.10 $10,000 0.54 $53,468
1) Single Family Facilities 2025 2 0.88 $1,718 0.20 $10,000 1.08 $53,468
22 years Based on savings in 2045
18,869 (Palo Alto, 2021, Table 11)Single family account projections in 2045 2027 4 1.76 $1,718 0.41 $10,000 2.17 $53,468
Graywater Adoption Rate
Annual Single Family Facilities
Cost for Single Family Install
1%
9
$200
rate
device/yr
$/system
2028 5 2.20 $1,718 0.51 $10,000 2.71 $53,468
Palo Alto's portion of the graywater rebate program.
Persons/Household 2.62 PPH US Census Bureau 2031 8 3.52 $1,718 0.72 $0 4.24 $43,468
SFPUC manual assumes 15 gpd per person ofGPD per person of graywater SFPUC, 2018, pdf pg. 1915gpd 2032 9 3.96 $1,718 0.72 $0 4.68 $43,468
10
Total Water Captured per Year (SF 0.44 AFY 2034 11 4.84 $1,718 0.72 $0 5.56 $43,468
0.44
Savings in 2045
111.3
2) City Facilities 2038 15 6.60 $1,718 0.72 $0 7.32 $43,468
Saving Assumptions 7 years Assuming one city facility installed per year
Graywater/City facility 79 gpd 2041 18 7.92 $1,718 0.72 $0 8.64 $43,468
Annual City Facilities 1.00
Cost for City Site Install $10,000 $/system
Total Water Captured per Year (City 0.72 AFY 2044 21 9.24 $1,718
$1,718
$37,800
0.72 $0 9.96
10.40
124.9
$43,468
0.10
Savings in 2045 Total (through 2045)111.3 $70,000 $1,026,300
Total Costs
Total Annual Program Costs
Lifetime Costs
$46,650
$1,026,300
$8,215Unit Cost ($/AF)
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Rain Barrels
Rain Barrels
Cost Estimate Summary Table
Cost Units
Total Capital Cost
Capital Cost $0 $
Land Acquisition Cost
Amortized Capital and Land Cost
Total O&M Cost
Groundwater Production Charge
O&M Cost
$ per Year
$0
$43,251
$0
$ per Year
Energy Cost
Total Unit Cost
Total Annual Cost $43,251 $ per Yr
Capital Cost Unit Cost $0 $ per AF
$0
O&M Unit Cost $58,321
Energy Unit Cost
$58,321
Programmatic Cost Estimate
Project Costs Project Yield and Cost
Project
General Assumptions
Staff Time
Staffing Cost - Salary and Benefits
Calculations
Assumptions Units Cost Source Notes Rain Barrel
Yield (AFY)
0.1
0.1
0.2
CY Count Cost ($/yr)
$43,251
$43,251
$43,251
0.25
$167,000
FTE
$/FTE
Assuming 0.25 FTE per City input 2024 1
Project Yield 2027 4 0.3 $43,251
Available NOAA data for Palo Alto storm events was
NOAA Climate Data Online Palo AltoAdjusted average annual rainfall 4.9 inches
2028 5 0.3 $43,251
Rain Collected 100 gal/in-rainfall 2029 6 0.4
0.5
0.5
0.6
0.6
0.7
0.8
0.8
0.9
1.0
1.0
1.1
1.2
1.2
1.3
1.4
1.4
16.3
$43,251
$43,251
$43,251
$43,251
$43,251
$43,251
$43,251
$43,251
$43,251
$43,251
$43,251
$43,251
$43,251
$43,251
$43,251
$43,251
$43,251
$951,521
Gal/Rain Barrel 490
0.00150
20
gal/yr
AF/Barrel
years
$
7
8
9
Cost to City/Barrel $35 Palo Alto Rain Barrel Rebate Program Palo Alto's portion of rain barrel rebate 10
Single Family Accts (2040)
Total Adoption Rate 2040
Total Barrels 2023 - 2040
Additional Barrels per Year
Annual savings rate
Savings in 2045
18,869 accts Single family account projections in 2045
943.5 device
0.1
AFY
Total Savings 16.3 AF
Total Costs
Annual Staffing Cost $41,750
Annual Rain Barrels Rebate Costs
Annual Program Costs
Lifetime Costs (through year 2045)
Unit Cost ($/AF)
43 barrels per year at 35 per rain barrel
$43,251
$952,000
$58,350 Total (through 2045)
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APPENDIX D SUPPLY PORTFOLIO TOOL
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APPENDIX D EVALUATION TOOL DOCUMENTATION
1.1 Introduction
The Palo Alto One Water Evaluation Tool (Tool) was created to compare up to eight portfolios composed
1.1.1 Organization
This Tool is organized in a series of worksheets or tabs. The user can begin with the Readme tab for
1. User Inputs, 2. Option Yield and
Cost Comparison, 3. Conservation Program Comparison, 4. Portfolio Selection, 5. Portfolio Cost, and
6. Criteria Analysis. The model tabs include the calculations used to generate the results and graphics in
Supply Model, Cost Model, and Criteria Model.
1.2 Readme
The Readme tab includes a short summary of the purpose and how to use the Tool and includes a short
Table 1 Legend for Cell Types
Cell Type
Users can input values to develop scenarios and portfolios. Used for namingUser Input
Values from outside data sources. If any values are changed, provideOutside Source
Drop Down
Selection
Calculated Value
User inputs with drop-down menus to select an option based on the Lists tab.
NO ACTION: values based on formulas.
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Figure 1 Readme Tab
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Figure 2 User Inputs Tab
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1.3 User Inputs
The User Inputs tab is the starting point for the Tool. The tab includes a Scenario Selection table with
Option Yield Assumptions, Demand Scenarios, Unit Cost, Capital Cost, and Evaluation Criteria. More
1.3.1 Scenario Selection
The Scenario Selection table has five drop-down menus that allow the user to develop a scenario. Results
Note that the Tool distinguishes
between the demand year and the cost year. This table includes the following selections:
Demand Year Projection: This drop-down menu allows the user to select the demand year used
Cost Year Projection: This drop-down menu allows the user to select the cost year used in the
Demand Scenario: This drop-down menu allows the user to select among three demand
Demand Scenarios table.
Emergency Shortage Stage: This drop-down menu allows the user to select the maximum
Valley Water Transfer: This drop-down menu has two options (Yes, No) to select between the
No Valley Water Transfer and the Valley Water Transfer options under Option Yield in the Option
Yield Assumptions table.
1.3.2 Option Yield Assumptions
The Option Yield Assumptions table is used to set the yield, timeline, and dry year assumptions for RWS
Option Names: The user creates names for each option. This table controls the option names in
Option Yield: The user can input the yields for the No Valley Water Transfer and Valley Water
scenarios. RWS Supply is not included here as these are calculated values.
The user can input the start year for each option. Note: this changes the Option
.
Dry Year Reductions: The user also selects the dry year reduction for each option. The dry year
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1.3.3 Demand Scenarios
The Demand Scenarios table includes the demand scenarios (Low, Medium, High) for the portfolio supply
1.3.4 Unit Cost and Capital Cost
The Unit Cost ($/AF) and Capital Cost ($M) tables include the cost information by option used in the
1.3.5 Evaluation Criteria
The Evaluation Criteria table includes the raw option scores and a drop-down menu of the criteria
Reliance on Tuolumne, Unit Cost, and
Reliability, are calculated separately in the Criteria Model tab. The table includes a check of the Total
1.4 Options
The Option Yield and Cost Comparison tab provides graphical summaries for the information provided
User Inputs tab. This tab includes the Option Timeline and Yield Comparison which compares the
Yield Comparison as this supply is calculated separately for each
Unit Cost and Capital Cost are also included. A screenshot of the Projects tab with
1.5 Conservation Program Comparison
The Conservation Program Comparison tab is used to evaluate changes to the conservation programs
Enhanced Conservation Phase 1 and Enhanced Conservation Phase 2. The User is able to name up
Conservation Program Savings Summary showing the AF savings in 2045 for each
Conservation Program Annual Savings Summary showing the annual
Note that the changes to conservation program assumptions in this tab do not change the supply or cost
Option Yield and Unit Cost assumptions in the User Inputs tab. The
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Figure 3 Projects Tab with Options Yield and Cost Comparisons
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Figure 4 Conservation Program Comparison Tab
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1.6 Portfolio Selection
The Portfolio Selection tab is used to dynamically develop up to eight portfolios composed of up to 12
Portfolio Names and uses the
The Portfolio Selection tab includes two graphics used to evaluate the performance of each portfolio
Normal Year Portfolio shows the normal year assumptions for each of the
Dry Year Portfolio shows the dry year assumption for each of the portfolios. Both
Demand Year Projection selected from the drop-down menu in the User Inputs
Unplanned Shortage is shown if the dry year supply yield for a portfolio is unable to meet
Shortage Stage selected from the drop-down menus in the User Inputs
1.7 Portfolio Costs
The Portfolio Costs tab provides graphical summaries of the cost information for the portfolios selected
Portfolio Selection tab. This tab includes the Weighted Unit Cost by Portfolio, which summarizes the
Total Capital Cost by option for each portfolio. The cost results for both of these graphics are based
1.8 Criteria Analysis
The Criteria Analysis tab allows the user to compare the results of the criteria analysis. Note that these
User Inputs tab. The Weighted
Criteria Ranking by Option table compares results by option using the scoring and weights from the User
Inputs table. The Weighted Criteria Ranking by Portfolio table compares results by portfolio based on the
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Figure 5 Portfolio Selection Tab
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Figure 6 Portfolio Cost Tab
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Figure 7 Criteria Analysis Tab
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1.9 Model Tabs
There are three analysis tabs. The Supply Model tab includes the calculations used for the normal year
Cost Model tab calculates the projected Unit Cost, Capital Cost, Total Annual
1.9.1 Supply Model
This model calculates the normal and dry year yields for each portfolio. This tab includes the Normal Year
1.9.1.1 Normal Year Supply Analysis
The normal year supplies for each portfolio are calculated based on the selected Demand Scenario, Valley
, and Option Yield from User Inputs tab. A linear interpolation formula is used to generate
annual water demands in each forecast year. Each portfolio includes the individual options selected from
the Portfolio Selection tab. The demand for RWS Supply is calculated as the difference between the total
demand for the selected scenario and the total yield for the selected supplies in the portfolio.
1.9.1.2 Dry Year Supply Analysis
The dry year supplies for each portfolio are calculated based on the selected Demand Scenario, Valley
, Yield, and Dry Year Reduction from User Inputs tab. Each portfolio includes the individual
options selected from the Portfolio Selection tab. All options include the Dry Year Reduction. The
available supply from RWS Supply is calculated as the Normal Year Supply for that year multiplied by the
. Supply shortages are mitigated based on the Emergency Shortage Stage selected in
the User Inputs tab.
1.9.1.3 Enhanced Conservation Analysis
The graphical outputs from the Conservation Program Comparison tab are also calculated in the
Supply Model tab. These include the annual savings and program savings summary for the Enhanced
User Inputs tab.
1.9.2 Cost Model
This model calculates the annual unit cost, capital cost, total annual cost, and weighted unit cost for each
1.9.2.1 Unit Cost
These tables provide the unit costs for options that have been selected as part of each portfolio based on
User Inputs tab. The unit cost for each option in the selected Cost Year Projection is
Option Yield and Cost Comparison tab.
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Figure 8 Supply and Demand Model Tab
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Figure 9 Cost Model Tab
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1.9.2.2 Capital Cost
These tables provide the capital costs for options that have been selected as part of each portfolio based
User Inputs tab.
1.9.2.3 Total Annual Cost
The total annual cost is calculated by multiplying the normal year yield for each option in the portfolio by
1.9.2.4 Weighted Unit Cost
The weighted unit cost is calculated by dividing the total annual cost for each option in the portfolio by
Portfolio Cost tab.
1.9.3 Criteria Model
This tab calculates the criteria scoring for each option and portfolio. This includes separate steps for
1.9.3.1 Option Scores
The Option Scores include raw and weighted scores. The weighted scores are calculated by multiplying the
User Inputs tab. Scores include a combination of inputs
Wise Use of Water, Ecological Benefit, Implementation Timeline, Operational
Complexity, and Public Acceptance are inputs from in the User Inputs tab. The following scores are
Demand Year Projection and Cost Year Projection:
Reliance on Tuolumne is scored based on the ability of the supply to reduce Palo Alto's reliance
Unit Cost is scored based on the unit cost for each option. The criterion is scored on a linear scale
Reliability is scored based on the ability to mitigate an RWS Supply shortage. The criterion is
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Figure 10 Criteria Model Tab
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1.9.3.2 Portfolio Scores
The Portfolio Scores include raw and weighted scores. The raw scores are calculated using the weighted
Demand Year Projection in the User Inputs tab. The weighted scores are calculated by multiplying the raw
User Inputs tab. Scores include a combination of inputs and
Wise Use of Water, Ecological Benefit, Implementation Timeline, Operational Complexity,
Public Acceptance are from in the User Inputs tab. The following scores are calculated based on the
Demand Year Projection and Cost Year Projection:
Reliance on Tuolumne is scored based on the ability of the portfolio to reduce the reliance on
.
Unit Cost is scored based on portfolio unit cost from highest to lowest. The criterion is scored on
Reliability is scored based on the dry year RWS Supply shortage in each portfolio. The criterion is
1.9.4 Lists Tab
The Lists tab includes drop down menus and other lists used in the model. A screenshot of the List tab is
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Figure 11 Lists Tab
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APPENDIX E SENSITIVITY ANALYSIS
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APPENDIX E SENSITIVITY AND SCENARIO ANALYSIS
Chapter 5, section 5.6 examines how the OWP findings change when the evaluation criteria are weighted
1.1 Raw Scores and Weighted Scores
The raw and weighted criteria scores by portfolio are based on the medium demand scenario, and a RWS
Table 1 Raw Criteria Scores by Portfolio with Initial Weighting
Portfolio
A. Baseline 2.0 2.0 1.0 5.0 5.0 5.0 4.7 1.0 25.7
B. Enhanced Conservation Phase 1 and 2
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Table 2 Weighted Criteria Scores by Portfolio with Initial Weighting
Portfolio
Weighting 10%
0.20
0.23
0.27
0.23
0.31
0.27
0.26
10%
0.20
0.22
0.19
0.24
0.22
0.22
0.22
10%
0.10
0.14
0.29
0.21
0.29
0.31
0.20
5%5%5%20%
0.95
1.00
0.20
0.59
0.70
0.26
0.81
35% 100%
A. Baseline 0.25 0.25 0.25 0.35 2.5
B. Enhanced Conservation Phase 1 and 2
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1.2 Unit Cost Weighting
This sensitivity analysis adjusts the Unit Cost criterion weighting from 20%, to 5% in the lower weighting
50% in the higher weighting scenario.
Table 3 Weighted Criteria Scores by Portfolio with Lower Unit Cost Weighting
Portfolio
Weighting 12%
0.24
0.28
0.32
0.28
0.37
0.32
0.31
12%
0.24
0.26
0.22
0.28
0.26
0.26
0.26
12%
0.12
0.17
0.34
0.25
0.35
0.36
0.24
6%6%6%5%42% 100%
A. Baseline 0.30 0.30 0.30 0.24 0.42 2.1
B. Enhanced Conservation Phase 1 and 2
Table 4 Weighted Criteria Scores by Portfolio with Higher Unit Cost Weighting
Portfolio
Weighting 6%6%6%3%3%3%50%
2.37
2.50
0.50
1.47
1.75
0.66
2.03
22% 100%
A. Baseline 0.13 0.13 0.06 0.16 0.16 0.16 0.22 3.4
B. Enhanced Conservation Phase 1 and 2
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1.3 Reliability Weighting
This sensitivity analysis adjusts the Reliability criterion weighting from 35%, to 20% in the lower weighting
50% in the higher weighting scenario.
Table 5 Weighted Criteria Scores by Portfolio with Lower Reliability Weighting
Portfolio
Weighting 12%
0.25
0.29
0.33
0.29
0.38
0.34
0.25
12%
0.25
0.27
0.23
0.29
0.27
0.27
0.25
12%
0.12
0.18
0.35
0.26
0.36
0.38
0.12
6%6%6%25%
1.16
1.23
0.25
0.72
0.86
0.33
1.16
20% 100%
A. Baseline 0.31 0.31 0.31 0.20 2.9
B. Enhanced Conservation Phase 1 and 2
Table 6 Weighted Criteria Scores by Portfolio with Higher Reliability Weighting
Portfolio
Weighting 8%8%8%4%4%4%15%
0.73
0.77
0.15
0.45
0.54
0.20
0.62
50% 100%
A. Baseline 0.15 0.15 0.08 0.19 0.19 0.19 0.50 2.2
B. Enhanced Conservation Phase 1 and 2
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1.4 Environmental Benefits Weighting
This analysis adjusts the Environmental Benefits criterion weighting from a total of 30%, to 15% in the
45% in the higher weighting scenario.
Table 7 Weighted Criteria Scores by Portfolio with Lower Environmental Benefits Weighting
Portfolio
Weighting 5%5%5%6%6%6%24%
1.15
1.21
0.24
0.71
0.85
0.32
0.99
43% 100%
A. Baseline 0.10 0.10 0.05 0.30 0.30 0.30 0.43 2.7
B. Enhanced Conservation Phase 1 and 2
Table 8 Weighted Criteria Scores by Portfolio with Higher Environmental Benefits Weighting
Portfolio
Weighting 15%
0.30
0.35
0.40
0.35
0.46
0.41
0.39
15%
0.30
0.33
0.28
0.36
0.33
0.33
0.33
15%
0.15
0.21
0.43
0.32
0.44
0.46
0.30
4%4%4%16%
0.74
0.79
0.16
0.46
0.55
0.21
0.64
28% 100%
A. Baseline 0.20 0.20 0.20 0.28 2.4
B. Enhanced Conservation Phase 1 and 2
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1.5 Ease of Implementation Weighting
This analysis adjusts the Ease of Implementation criterion weighting from a total of 15%, to 0% in the
Table 9 Weighted Criteria Scores by Portfolio with Lower Ease of Implementation Weighting
Portfolio
Weighting 12%
0.24
0.27
0.32
0.27
0.36
0.32
0.31
12%
0.24
0.26
0.22
0.28
0.26
0.26
0.26
12%
0.12
0.17
0.34
0.25
0.35
0.36
0.23
0%0%0%24%
1.11
1.18
0.24
0.69
0.82
0.31
0.96
41% 100%
A. Baseline 0.00 0.00 0.00 0.41 2.1
B. Enhanced Conservation Phase 1 and 2
Table 10 Weighted Criteria Scores by Portfolio with Higher Ease of Implementation Weighting
Portfolio
Weighting 8%8%8%10%
0.50
0.47
0.33
0.44
0.32
0.35
0.42
10%
0.50
0.48
0.34
0.45
0.33
0.36
0.48
10%
0.50
0.48
0.41
0.45
0.37
0.40
0.44
16%
0.78
0.82
0.16
0.48
0.58
0.22
0.67
29% 100%
A. Baseline 0.16 0.16 0.08 0.29 3.0
B. Enhanced Conservation Phase 1 and 2
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1.6 Demand Scenarios
This sensitivity analysis adjusts Palo Alto’s demands from the low demand to high demand scenarios.
Table 11 Weighted Criteria Scores by Portfolio with Lower Demand Scenario
Portfolio
A. Baseline 0.20 0.20 0.10 0.25 0.25 0.25 0.94 0.35 2.5
B. Enhanced Conservation Phase 1 and 2
Table 12 Weighted Criteria Scores by Portfolio with Higher Demand Scenario
Portfolio
A. Baseline 0.20 0.20 0.10 0.25 0.25 0.25 0.94 0.35 2.5
B. Enhanced Conservation Phase 1 and 2
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1.7 RWS Supply Reliability Scenarios
This sensitivity analysis adjusts Palo Alto’s required cutback from the RWS Supply and Palo Alto’s
Table 13 RWS Reliability (30% RWS Supply Cutback/Shortage Stage II)
Portfolio
A. Baseline 0.20 0.20 0.10 0.25 0.25 0.25 0.94 0.35 2.5
B. Enhanced Conservation Phase 1 and 2
Table 14 RWS Reliability (50% RWS Supply Cutback/Shortage Stage III)
Portfolio
A. Baseline 0.20 0.20 0.10 0.25 0.25 0.25 0.94 0.35 2.5
B. Enhanced Conservation Phase 1 and 2
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APPENDIX F STAKEHOLDER ENGAGEMENT MATERIALS
This Appendix include presentations materials from the following stakeholder engagement meetings:
Stakeholder Engagement #1: Community Needs and Priorities (9/28/2022)
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Stakeholder Engagement #1: Community Needs and Priorities
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Stakeholder Engagement #1: Community 09/28/2022
CITY OF PALO ALTO
First Community Workshop
COMMUNIT
Y
September 28, 2022
Palo Alto City Hall
https://cityofpaloalto.zoom.us/j/89411156856
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// Introductions – Palo Alto Team
Utilities Department Staff
Karla Dailey
Assistant Director
Lisa Bilir
Senior Resource Planner
Linda Grand
Sustainability Programs
Administrator
Rebecca Oliver
Associate Resource
Planner
Public Works Department Staff
Karin North
Assistant Director
Samantha Engelage Pam Boyle Rodriguez
Stormwater Compliance
Program Manager
Elise Sbarbori
Environmental Control
Program Manager
Senior Engineer/
Pretreatment Program
Manager 2
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// Introductions – Carollo Team
Inge Wiersema Rachel Duncan Jacquelin Mutter Maddi Rasmus
Project Manager Project Engineer Technical Advisor Staff Engineer
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// Agenda
1. Welcome & Opening Remarks (10 mins)
2. Project Background (10 mins)
6:00-6:10 pm
3. One Water Plan Overview (5 min)
4. City Water Supplies Overview (10 min)
5. Community Needs & Priorities Discussion (45 min)
6. Meeting Close (15 min)
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// First Community Workshop Housekeeping
. In-person Logistics
•Sign up to speak/comment during the Community Needs and Priorities discussion
Please hold your questions until the dedicated Q&A pauses
. Virtual Logistics
•Participants are muted by default
Enter your question/comment into the chat box, questions will be addressed at the dedicated Q&A pauses
During the Community Needs and Priorities discussion, raise your virtual hand to speak (or press *9 on
. We want to hear from you! Thank you for contributing your comments and
ideas during this listening session.
•We will do our best to address all questions possible, keeping time constraints in mind
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// One Water Plan Roadmap in Uncertain Future
. The One Water Plan:
• Is a Key Action in Sustainability and Climate Action Plan
• Is a long-term 20-year (through 2045) Water Supply Plan
• Addresses future uncertainty such as SFPUC supply reliability, droughts,
• Includes robust and meaningful stakeholder engagement
• Is being completed by an outside consultant Carollo Engineers, a National
• Builds on existing plans/work
. What the One Water Plan does not address:
• Current ongoing drought
• Short-term emergencies such as earthquakes and wildfires – addressed
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Project Background
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// There are many drivers for the One Water Plan
Increased Housing Needs Supply Reliability
(multi-year droughts)
Recreational Water Needs Limited Funding
Regulatory Changes Increased Public Decisions about Joining Instream Flows
& Habitat Needs
Climate Change
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Source: WRF #4660 (2017)// What is One Water?
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// The One Water Mindset: Think Differently
All Water Has Value Integration
Consider the entire water cycle Sustainable water management solutions,
Collaboration
Breaking down institutional silos,
incl. non-water sector partners
Inclusion
From Elected officials to
Community organizations
Multi-benefits
Broaden project goals like resilience,
climate change, and water equity
Innovation
Embrace new technology and plan
for future regulatory conditions
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// One Water Plan Goal and Objective
Council adoption of a One Water supply plan that is
a 20-year adaptable roadmap for implementationGOAL
Address how the City of Palo Alto can mitigate
severe
multi-year drought, changes in climate, water
demand, and regulations through integrated
OBJECTIVE
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One Water Plan Overview
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// One Water involves watershed-based solutions and collaboration to
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// One Water Plan Process Overview
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// Roadmap to One Water Plan
TODAY Sharing Initial Recommended
Supply Strategy
Trigger-based
Implementation
Stra
FundingSupply &
Conservation
PortfoliosWater Supply &
Conservation
Data
Gathering Community Needs Assessment Supply
Options
Screening
Final OWP
(~Aug 2023)
Evaluation
Draft Criteria &
Exploring Water Supply and
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Pause for Q&A
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City’s Water Supplies Overview
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// Regional Water Supply System from
San Francisco Public Utilities Commission (SFPUC)
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// Palo Alto Distribution System
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// City of Palo Alto Water and Recycled Water
Drinking Water Recycled Water
. 5 Receiving Stations connected to . Distributes recycled water from the
SFPUC Water System (58 MGD)RWQCP to:
. 8 emergency wells within the city . City of Mountain View
(19 MGD). Palo Alto facilities (including the
. 7 reservoirs (13 MG storage)
. 6 interties to adjacent water
• Mountain View
• Stanford
• Purissima Hills
. Palo Alto uses approximately 0.28
MG = million gallons; MGD = million gallons per day;
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Pause for Q&A
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Community Needs & Priorities
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// Please share your thoughts!
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// What do you think is the biggest risk to long-term reliable
. Climate Change (impact on water supply)
. Droughts (temporary water use reductions)
. Environmental Regulations
. Sea Level Rise (impact on groundwater and water quality)
. Increased Demand (resulting from housing requirements)
. Impaired Water Quality
. Wasteful Water Use
. Emergency Disruptions (e.g., earthquakes or wildfires)
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// Which of the following best reflect your top 3 water
management priorities? (select up to 3)
. Water supply reliability
. Drinking water quality
. Surface water quality/watershed health
. Protection of tree canopy health
. Affordability
. Sustainability
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// Which of the following water supply and conservation
. Increased indoor water conservation
. Increased outdoor water conservation
. Increased use of non-potable recycled water
. Purified water for drinking (potable reuse)
. Utilization of groundwater
. Stormwater capture and use
. Desalination (SF Bay or brackish groundwater)
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// Should Palo Alto invest in alternative water supplies to
increase drought reliability?
. Yes
. No
. SFPUC should invest in alternative water supplies
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// What water use cutback percentage do you think is
. 10%
. 20%
. 30%
. 40%
. 50%
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// What is your perspective on the water future for Palo Alto?
(e.g., drinking water, groundwater, recycled water, stormwater, gray water, water conservation)
. Very optimistic
. Optimistic
. Neutral
. Worried
. Very Worried
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// Open Discussion: Community Priorities for the One Water
. In-person: add your name to the list
. Virtual: Send your responses to the
Host via chat
Indicate whether you would like to go
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// What are the most important outcomes for Palo Alto
from this One Water Plan?
Increased
Green Spaces &
Tree canopy
Increased
Affordability
Environmental
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// Roadmap to One Water Plan
Sharing Initial Recommended
Supply Strategy
Trigger-based
Implementation
Stra
FundingSupply &
Conservation
Water Supply &
Data Gathering Community Needs Assessment Supply
Screening Final OWP
(~Aug 2023)
Evaluation
Draft Criteria &
Exploring Water Supply and
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Next Steps
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// We need to hear your voice!
Please join us for the next 2 community meetings:
. Meeting #1: Community Needs & Priorities
. Meeting #2: Draft Criteria & Exploring Water Supply Options (~Nov 2022)
. Meeting #3: Sharing the Initial Results (~Feb 2023)
. We will share out to our distribution list/email/website/social media the link
to the Draft One Water Plan (~June 2023)
Subscribe to the One Water email
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// Other Upcoming Events
.Oct. 1, Rain Barrel Workshop: Learn how rain barrels can improve your property, conserve water, save
•10:00 am - 11:30 am at SummerWinds Nursery, 725 San Antonio Rd.
Oct. 5, Bay Area SunShares Informational Webinar: Learn about how to receive discounts for rooftop solar
•6:30pm - 7:30pm, Zoom webinar
Oct. 15, Making Better Choices in Your Home Workshop: Learn about different climate-friendly choices
•10:00 am – 1:00 pm, Mitchell Park Community Center, 3700 Middlefield Rd.
Oct. 18, Landscape Design 101 – How to Get Started: Learn how to create your own low water/low
•7:00 pm - 8:30 pm, Zoom Webinar
Nov. 1, Lawn Conversion 101: Learn how to create your own low water/low maintenance garden.
•7:00 pm - 8:30 pm, Zoom Webinar
35Register and learn more at CityofPaloAlto.org/Workshops
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Meeting Close
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CITY OF PALO ALTO
THANK
YOU!
ADDITIONAL
INFORMATION,
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EXTRA GRAPHICS
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// Meeting #2: What are the categories of supply and
conservation options this project will assess…
Water Reuse Stormwater
Capture & Use Water Supply Option
Groundwater Water Conservation Option
Water Storage
Outdoor Conservation
Agency Transfers
Indoor Conservation
Valley Water Treated Water
Other
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APPENDIX F
OCTOBER 2024 / FINAL / CAROLLO
Stakeholder Engagement #2: Exploring Water Supply and Conservation
CITY OF PALO ALTO
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Stakeholder Engagement #2: Exploring Water 12/06/2022
CITY OF PALO ALTO
Community Stakeholder
EXPLORING
WATER
December 6, 2022
Mitchell Park Community
https://cityofpaloalto.zoom.us/j/86907772889
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// Introductions – Palo Alto Team
Utilities Department Staff
Karla Dailey
Assistant Director
Lisa Bilir
Senior Resource Planner
Linda Grand
Sustainability Programs
Administrator
Rebecca Oliver
Associate Resource
Planner
Public Works Department Staff
Welcome to City
Karin North
Assistant Director
Samantha Engelage Pam Boyle Rodriguez
Stormwater Compliance
Program Manager
Elise Sbarbori
Environmental Control
Program Manager
Senior Engineer/
Pretreatment Program
Manager 2
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Stakeholder Engagement #2: Exploring Water 12/06/2022
// Introductions – Carollo Team
Inge Wiersema Rachel Duncan Jacquelin Mutter Maddi Rasmus
Project Manager Project Engineer Technical Advisor Staff Engineer
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// Agenda
1. Welcome & Opening Remarks (10 min)
2. One Water Plan Overview (10 min)
5:30 - 5:40 pm
3. Potential Water Supply Options (25 min)
4. Draft Supply Option Screening & Evaluation Criteria (40 min) 6:15 - 6:55 pm
5. Next Steps & Meeting Close (5 min) 6:55 - 7:00 pm
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// Housekeeping
. This meeting will be recorded and posted on the City website
. Please hold your questions until the dedicated Q&A pauses
. In-person Logistics
•Raise your hand to speak
. Virtual Logistics
•Participants are muted by default
Enter your questions/comments into the chat
Indicate whether you would like to go “live” by raising virtual hand or pressing * 9 on your phone
. Cell phone or web browser handy for live polls
. We want to hear from you! Thank you for contributing your
comments and ideas during this listening session.
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One Water Plan Overview
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// One Water Plan Roadmap in Uncertain Future
. The One Water Plan:
• Is a Key Action in Sustainability and Climate Action Plan
• Is a long-term 20-year (through 2045) Water Supply Plan
• Addresses future uncertainty such as SFPUC supply reliability, droughts,
• Includes robust and meaningful stakeholder engagement
• Is being completed by an outside consultant Carollo Engineers, a National
• Builds on existing plans/work
. What the One Water Plan does not directly address:
• Current ongoing drought
• Short-term emergencies such as earthquakes and wildfires – addressed
7
// There are many drivers for the One Water Plan
Increased Housing Needs Supply Reliability
(multi-year droughts)
Recreational Water Needs Limited Funding
Regulatory Changes Increased Public Decisions about Joining Instream Flows
& Habitat Needs
Climate Change
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Stakeholder Engagement #2: Exploring Water 12/06/2022
// Roadmap to One Water Plan
Sharing Initial Recommended
Supply Strategy
Trigger-based
Implementation
Stra
FundingSupply &
Conservation
Water Supply &
Data
Gathering Community Needs Assessment Supply
Options
Screening
Final OWP
(~Aug 2023)
Evaluation
Exploring Water
TODAY
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// As you may recall… In September we asked about community
priorities for the One Water Plan
Sharing Initial Recommended
Supply StrategyResults
(~Feb 2023)Trigger-based
Implementation
Stra
FundingSupply &
Conservation
PortfoliosWater Supply &
Data
Gathering Community Needs Assessment Supply
Screening Final OWP
(~Aug 2023)
Evaluation
Exploring Water
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// What is the 3-Step Water Supply Evaluation Process?
Potential Water Supply
and Conservation Options Themed
Project Portfolios
Recommended
Implementation
Strategy
Portfolio
Evaluation
Criteria
Pre-
Screening
Project
Screening
Criteria
“C”A B C D
~25 options ~15 options 4 portfolios 1 supply portfolio
. Supply Availability
. Supply Resilience
. Community Benefits
. Estimated Yield (afy)
. Ongoing/Already . Life Cycle Costs ($/acre-ft)Planned . Increases supply reliability. Not feasible at this .Environmental Benefits
. Other?. Life Cycle Cost. Moving forward
. Ease of Implementation 11
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// What is the 3-Step Water Supply Evaluation Process?
Requesting your Sharing how we are using
Potential Water
and Conservation Themed
Project Portfolios
Recommended
Implementation
Strategy
Portfolio
Evaluation
Criteria
Pre-
Screening
Project
Screening
Criteria
“C”A B C D
~25 options ~15 options 4 portfolios 1 supply portfolio
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// Supply and Conservation Option Evaluation Process
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Potential Water Supply &
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// Supply and conservation options categories that this
project will assess
Groundwater
Conservation Water Reuse
Other Stormwater Capture & Use
Imported Water 15
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// Supply and conservation options category:
Conservation
•Planned/ongoing
•New conservation actions
•Customer side water
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// Planned and ongoing City of Palo Alto
water conservation programs
. Water Conservation Tools and Resources:
• WaterSmart customer web portal
• Waterfluence large landscape irrigation budget program
• Seasonal landscape workshops
. Landscape efficiency rebates in partnership with Valley Water:
• Landscape Conversion
• Graywater Laundry to Landscape
• Irrigation Upgrades
• Stormwater Rebates
. Advanced metering program
. Distribution system water loss reduction
Learn more at Cityofpaloalto.org/waystosave
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// Supply and conservation options category:
Groundwater •Converting emergency
supply wells
•City park groundwater
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// Supply and conservation options category:
Water Reuse
•Non-potable reuse
•Direct potable reuse
Indirect potable reuse
•Graywater capture & reuse
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// Supply and conservation options category:
Stormwater Capture & Use
•Residential or commercial-scale
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// Supply and conservation options category:
Imported Water
•SFPUC supply
•Interagency transfer agreement Imported Water 21
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// Supply and conservation options category:
•Atmospheric water generators
Temporary dewatering sites
Other
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// Water supply and conservation options:
Feedback & new ideas
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Draft Supply Option Screening &
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// Step 1: Pre-Screening
Pre-
Screening
~15 options
.. OOnnggooini ngg/A/ Al rlreeaaddyy SharingPPl al annnneedd
initial.. VNi aobt ifleitaysfirbolme at results
.. MMoovvi ni nggf oforrwwaarrdd
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// Initial Pre-screening of Supply and Conservation Options
Ongoing
or already
planned
Not
feasible at
this time
Moving
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// Initial Pre-screening of Supply and Conservation Options:
. Planned/ongoing conservation
. Advanced metering program
. Distribution system water loss reduction
. Non-potable reuseOngoing or
. SFPUC imported water supply
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// Initial Pre-screening of Supply and Conservation Options:
. Deemed Infeasible in Previous Studies
• Temporary dewatering sites
• Interagency transfer agreement
. Excessive Cost or Complexity
• Blackwater capture and reuse
• Atmospheric water generatorsNot feasible • Local surface water reservoir
• Valley Water treated water (via new pipeline)
. Outside of City Control
• Indirect potable reuse at Lake Lagunita
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// Initial Pre-screening of Supply and Conservation Options:
Moving forward
. New conservation actions
. Converting emergency supply wells
. City park groundwater irrigation
. Direct potable reuse (via regional facility or City facility)
. Indirect potable reuse via groundwater injection
. Expanded non-potable reuse
Moving . Permanent dewatering (as part of reuse options)
.Graywater capture and reuse
. Stormwater capture (residential/commercial-scale or GSI)
. Multi-source below-ground storage (e.g. stormwater detention)
. Desalination
. Other ideas from today: _____________________
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// Initial Pre-Screening Results
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// Step 3: Draft Portfolio Evaluation Criteria
Sharing how we are using input
received at the first meeting… and
requesting your input on
importance
Portfolio
Evaluation
Criteria
..SSuupppplylyAAvvaailialabbiliiltiyty
..SSuupppplylyRReessiliileiennccee
..CCoommmmuunnitiytyBBeenneefiftists
..EEnnvvi riroonnmmeenntatal lBBeenneefiftists
..LLifiefeCCyyccleleCCoosstt
..EEaasseeooffImImppl el emmeenntatatitoionn 31
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// Asking for your feedback!
Upcoming Mentimeter exercise to rank these criteria
Scale these criteria based on relative importance.
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// Evaluation Criteria – Supply Availability and Resilience
Community Priorities:Evaluation Criteria:
Which of the following best reflect your top 3 water management
Supply Availability
•Normal year reliability
Supply Resilience
Vulnerability risk score
(resilience to
•
uncertainties)
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// Evaluation Criteria – Community Benefits and
Environmental Benefits
Community Priorities:Evaluation Criteria:
Which of the following best reflect your top 3 water management
Community Benefits
Water quality
Water equity
•
Environmental Benefits
•Tree canopy health
•Watershed health
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// Evaluation Criteria – Life Cycle Cost
Community Priorities:Evaluation Criteria:
What do you think are the barriers to the use of
Life Cycle Cost
$/acre-foot cost of each
portfolio
•
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// Evaluation Criteria – Ease of Implementation
Community Priorities:
Evaluation Criteria:What do you
think are the
Ease of Implementation
Implementation timeline
Operational complexity
Alignment with other efforts
Public acceptance
•
water sources?
Regulatory complexity
What do you
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// Please share your thoughts!
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// Summary of Evaluation Criteria
Supply Availability Supply Resilience Life Cycle Cost
• Normal year reliability • Vulnerability risk score • $/acre-foot cost of each
Community Benefits Environmental Benefits Ease of Implementation
• Water quality • Tree canopy health • Implementation timeline
• Watershed health
• Public acceptance
• Regulatory complexity
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// Step 2: Draft Screening Criteria and Portfolio Themes
Requesting your
Themed
Project Portfolios
Screening
A B C D
. Estimated Yield (afy)
. Life Cycle Costs ($/acre-ft)
. Increases supply reliability
. Other?
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// Supply and Conservation Options Draft Screening Criteria
Draft Screening Criteria
Estimated Supply Yield
Metric/Unit Potential Range
acre-foot per year High: 2,000+ afy
Medium: 100-2,000 afy
Low: 0-100 afy
(afy)
Life Cycle Cost dollar per acre-foot $: <$2,000/acre-ft
($/acre-ft)$$: $2,000-$4,000/acre-ft
$$$: >$4,000/acre-ft
Increases supply reliability in qualitative Yes
Other Criteria
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Stakeholder Engagement #2: Exploring Water 12/06/2022
// Portfolio Theme Ideas
Requesting your input!Required
Maximize Maximize
Drought
Resilience
SustainableBaselineMinimize Other
Themes
Business as
usual, only
implementing
already
What mix of What mix ofWhat mix ofWhat mix of
further enable the
City to best
mitigate the
impact of
planned increase theprojects and lowest
combined
supply cost?environmentBaseline for droughts?
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Next Steps
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// Thank you for your input today!
Sharing Initial Recommended
Supply StrategyPlease join us at (~Feb 2023)Trigger-based
Implementation
Stra
FundingSupply &
Conservation
PortfoliosWater Supply &
Data Gathering Community Needs Assessment Supply
Screening Final OWP
(~Aug 2023)
Evaluation
Exploring Water
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// We need to hear your voice!
Please join us for the next community meeting:
. Meeting #1: Community Needs & Priorities
. Meeting #2: Exploring Water Supply Options
. Meeting #3: Sharing the Initial Results (~Feb 2023)
. We will share out to our distribution list/email/website/social media the link
to the Draft One Water Plan (~June 2023)
Subscribe to the One Water email
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// Other Upcoming Events
. Dec. 16 – 17th, Lawn Busters DIY Workshop: discover the facets of drought-tolerant
•12/16 - 6:00pm - 7:00pm, virtual
12/17 - 9:30am-12:30 pm, in-person
Register and learn more at ourcityforest.org/diylawnbust
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Meeting Close
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Stakeholder Engagement #2: Exploring Water 12/06/2022
CITY OF PALO ALTO
THANK
YOU!
ADDITIONAL
INFORMATION,
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APPENDIX F
OCTOBER 2024 / FINAL / CAROLLO
Stakeholder Engagement #3: Sharing Initial Analysis Results (6/3/2024)
CITY OF PALO ALTO
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Stakeholder Engagement #3: Sharing 06/03/2024
One Water
Plan:
Initial ResultsUtilities Advisory Commission
June 3, 2024 www.cityofpaloalto.org
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One Water Initial Results
Outline
1. Goal, Overview & Approach
5. Next Steps
2 www.cityofpaloalto.org
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Stakeholder Engagement #3: Sharing 06/03/2024
Previous UAC Meetings on One Water
Plan
• July 7, 2021 – One Water Plan Draft Scope
• February 1, 2023 – One Water Plan Update;
3 www.cityofpaloalto.org
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One Water Plan:
Goal
Council adoption of a One
conservation
4 www.cityofpaloalto.org
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Stakeholder Engagement #3: Sharing 06/03/2024
One Water Plan:
Approach
•Key Acon in City’s Sustainability and Climate Acon Plan (SCAP)
Long-term 20-year (through 2045) Water Supply Plan
Includes robust and meaningful stakeholder engagement
ng plans/work
One Water Plan does not directly address:
•Near-term drought
Short-term emergencies such as earthquakes and wildfires – addressed under separate
•Building codes
5 www.cityofpaloalto.org
5
Key Uncertainties
• Valley Water Transfer
• About half of effluent from Regional Water Quality Control Plant
• Future Water Supply Availability (varies by water supply project)
• Droughts
• Cost
6 www.cityofpaloalto.org
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Stakeholder Engagement #3: Sharing 06/03/2024
One Water Plan:
Overview
(Summer 2024)
(End of 2024)
2
7 www.cityofpaloalto.org
7
Water Supply and Conservation
Project
.Environmental
Implementation
.
8 www.cityofpaloalto.org
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Stakeholder Engagement #3: Sharing 06/03/2024
Screening Results:
Baseline - SFPUC (Regional Water System; Current Potable Water Supply)
Conservation Phase 1
Conservation Phase 2
Groundwater Full Treatment (Iron, Manganese, Total Dissolved Solids)
Groundwater Blending
Direct Potable Reuse - Palo Alto Facility
Direct Potable Reuse - Regional Facility
Bay Water Desalination
Note: full list of water supply and conservation options attached to this presentation, and schematics
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Enhanced Conservation Phase 1 &
2
Conservation Phase 1 Conservation Phase 2
Outdoor irrigation assistance for commercial customers High Efficiency Toilet direct install for commercial
Non- functional turf ban for commercial customers Turf conversion support for residential customers
Front lawn limitation for residential new developments Front lawn limitation for residential properties upon resale
Permanent 3-day watering week restriction
Low-income residential High Efficiency Toilet direct install
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Groundwater Options
Groundwater with blending plus Iron (Fe), Manganese (Mn) and Total Dissolved Solids (TDS)
treatment SFPUC Water
Groundwater Blending Only (no treatment) –
not carried forward in One Water Plan, need to understand public acceptance
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Direct Potable Reuse
(DPR)
DPR Treatment Facility with three possible
Or
2) Regional DPR Facility owned by Valley
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Indirect Potable Reuse
(IPR)
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Baywater Desalination
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Project Normal Year Yield
Comparison
(Acre Feet per Year)
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Project Unit Cost Per Acre Foot
Comparison
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Project Compatibility With Valley
Water
No Valley Water With Valley Water
Baseline - SFPUC (Regional Water System; Current Potable Water Supply)
Conservation Phase 2
Groundwater Full Treatment (Fe, Mn, TDS)
No
Direct Potable Reuse - Palo Alto Facility
No
No
Note: list of water supply and conservation options attached to this presentation
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Water Supply andConservationTool & Portfolios
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Tool for Water Supply Portfolio
Analysis
Data Inputs User Selections Outputs
Water Demand Forecast Future Scenario Assumptions Portfolio Supply
Project Yields Project Variables
Portfolio Costs
Project Cost Estimates Portfolio Development
Portfolio Evaluation
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Water Supply Portfolio Evaluation Criteria
&
Evaluation Criteria Weight
Reliability Reliability 35%Suggested weights fromCost
Implementation TimelineEase of
Implementation
Environmental
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Initial Water Portfolio Evaluation Results
Weighted Criteria Ranking by Portfolio - No Valley Water Transfer -
2045 Evaluation Criteria
Note:
1) Each portfolio includes
2) Each portfolio includes SFPUC
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Initial Water Portfolio Evaluation Results
Weighted Criteria Ranking by Portfolio - With Valley Water Transfer -
2045 Evaluation Criteria
Note:
1) Each portfolio includes
2) Each portfolio includes
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Initial Observations
• Conservation Phase 1 and Phase 2 score higher than “do nothing” and do not
require large investment to proceed (included in every portfolio other than the
• Highest Scoring Portfolios:
DPR - Palo Alto Only No Valley Water Transfer
DPR - Regional Facility with Valley Water
Transfer• Both DPR portfolios contingent on Valley Water Effluent Transfer; resolved in nine
years
• Baywater Desal is highest scoring portfolio not dependent on the Valley Water
Effluent Transfer
• Other high scoring portfolio is emergency supply well conversion with blending only
(no treatment); lower water quality so not included
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Sensitivity of Initial Results
Weighted Criteria Ranking by Portfolio - No Valley Water Transfer -
2045 Evaluation Criteria
Evaluation WeightCriteria
20%
Ease of
Implementation
10%Environmental
Note:
1) Each portfolio includes
2) Each portfolio includes SFPUC
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Sensitivity of Initial Results
Weighted Criteria Ranking by Portfolio - With Valley Water Transfer -
2045 Evaluation Criteria
Evaluation WeightCriteria
20%
Ease of
Implementation
10%Environmental
Note:
1) Each portfolio includes
2) Each portfolio includes
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Initial Results Sensitivity to Cost
Weighting
• Top portfolios unchanged DPR - Palo Alto Only No Valley Water Transfer
DPR - Regional Facility with Valley Water
Evaluation Weight
Transfer Reliability 20%
• Conservation scores higher Cost 35%
Ease of
Implementation• Only the top scoring portfolio and Conservation
score higher than Baseline – SFPUC Environmental
• Groundwater blending only (no treatment) is
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Next Steps
UAC Final One Water Plan (Fall 2024)
• Recommended supply strategy
City Council Final One Water Plan (End of 2024)
Future Activities
•Funding Strategy
Implementation
Updating One Water Tool as conditions change
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