Agenda packet — Upland City Council, July 27, 2026 (part 4 of 7)

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PERSONNEL CERTIFICATIONS
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LLDM
Associates- Inc.

Page 385 of 1000 ends

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The L .S. Department of Housing and Urban Development
Office of Affordable Housing Programs r 1 IPt r G T is Pleased To Recognise 1 0 _` Q ,1 4 ,....[ i......
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7 II n Anna M 'a Farias,
Deputy Assistant Secretary for_Grant Programs
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Pursuant to Chapter 9 of Division 3 of the Business and Professions Code and the Rules and Regulations of the Contractors State License Board, the Registrar of Contractors does hereby issue this license to:

RODOLFD E MUNOZ
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- _. 1. to engage in the business or act in the capacity of a contractor 4**
iii_ g ,...-: `T* in the fallowing classification{s}:
w�':ir* ''r'aZi•I.� B GENERAL BUILDING CONTRACTOR .? WCaaIllNik
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Consumer
4L 1l=oRNOp mars
Witness my hand and seal this day,
December 1.1993

1. - Issued November 30, 1993 R
Signature of licensee Registrar of Contractors a) — This license Is the property of the Registrar of Gantrac[ars, is not 6810412
Signature of License C uabfier transferrable, and shall be returned to the Registrar upon demand License Number when suspended,revoked,or invalidated for any reason. It becomes W ii
void if riot renewed.
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i. INTERNATIONAL CONFERENCE
of
:1 BUILDING OFFICIALS 4
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. :,.. Certificate of Membership
.4.A ILL His IS TO CERTIFY THAT
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Rudy E. Munoz

4. is a Professional member of the
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INTERNATIONAL CONFERENCE
of' BUILDING OFFICIALS
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• Certifies that i
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Rodolfo E. Munoz }
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has satisfactorily completed a course of instruction inii:
1 i; Earthquake Retrofit of Wood-frame Homes
4 ir and has been credited with .6 Continuing Education Units. 4 Awarded at Ontario, California this 13th day of July, 1996 4 t
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I INTERNATIONAL CODE COUNCIL .

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,i. The International Code Council attests that the indiviritotnanted'o_1n.tlds certi scate has salisfuctorily. L 1 demonstrated knowledge as required by the International Code Cautseii by si ccessfuUy etingt a Imcrpled ' I written examination based are codes and iCaiidards then ire affect;amd Ls hereby.issued.this sertifuatiori an:---- -- r •
•California Residential &Hid iing Inspector k�
1 -1 this day of December 2,2010 Infr Certflcate Na.8099738 j w
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Ronald L Lynn ~ `� �2 Richard P.Weiland j- I President,Board of Directors • w ~ \ Chief Executive Officer - . �- ? I CE R TIFI PO ! , - • i. .,.� INTERNATIONAL G
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CODE COUNCIL . . :

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co A 1,. j 1. . 'Ir I''ig {• i ._ I II li'1`�1 + 'I I o i jil j'I 1 I. I..i; ; '1 1 I111 'II{4llllf il.��lil iI II rrr' ii�f1��1�� !`i �'1` II�1'Iifi'�`T f'�j11..

O ' .t� �1i +I 'i�I { +iI�.+.+�� I;lil al j11 I r+ j, '! �I �'I iillI f s o Thiratteett&thaFidlselYof=trchriughialuerrrdtuletPridm.r.Mcrass n vmcco Non of the ce tent.

Nan McKay
Anti ASSOCIATES. INC.
18 10 Mid&WaY.SAO 202
El Caron,CA 92020
400783.31W wynv:oanIncloopcom
HCV Housing Quality Standards Specialist
Be it known by this certitiOide that.

Juan Rios
Has fulfilled the certification reqUirenients tif
Nan McKay&Associates,inc.and NMA iltekatEr
University, by successful completion of the Nais a Azoseige ha:betm eadawad mid twamal as on Aataxismi Prealdiatottaismalmatiimaciagam qm:
doing Edmmmasmil 640$Camiadaara Einvo,
HCV Kluging Quality Standards Examination ues oondfea•on,40.22r ;ilitator 3/2201.
rintwrteiao.lAuek1*-**Olinnel vo,IareihiLlooPori
Non 1;f4Cogr,Panfidon211-4)St-' bar &Aram,/ratioonol 1=intat=ligOionisr* 11)me bomb oacammaia,kmo isalhadit
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State of Conform.Department of Public Health '
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Conditions of CertiJiGation
Thle individual meets the requirements of the State of California.

Depa#rnent of Public HesIth(OWN),to perforM lead.rsteted corwtructton, CDPH may suspend or revoke osrtftcatton for,

1.any false statement In the aptslloaGora(far eart}flcsUon); Z vialettons a!relevant local,abate or Federal statutes or regulations;

3.misrepresentation,failure to dlaolose relevant facts,fraud,or issuance by mistake;or

4.failure to aompfy with any relevant regulation or order of the Department.

This certificate was totted by the Department of Public Health as autho'rfaed by 17 OCR 35001 et seq.,and la moh-transferable_ - __ To of r authentle'ty can 1111111111 1 I IIIIt 11111l11011N111111 1 • (80D)5fk7-LEAD or 032931,
510-620 5500

Page 392 of 1000 ends

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INTERNATIONAL CODE COUNCIL r „,:::
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recognizes participation in ?'
Understanding the Effective Use of the New 2013 CBC Chapter 11B California Accessibility H Standards
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ALHAMBRA,CA
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APRIL 21,2014
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and Awards 0.6 ICC C.E.U.s— 6 Contact Hours ':

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P eifteaull111991 7.1
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Vice President and Technical Director of Product Development and Education CO cp INTERNATIONAL
Mark wood
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Instructor
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o Florida: NIA AIA: IC832$ IIS�I:Y SD:Y Ohio:NIA

n bill
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Academy
C,4lGreen
- TRAINING AT THE INTERSECTION
of POLICY.PRACTICE AND TECHNOLOGY srolm_, _
gree? TECHNOLOGY,,;
THIS iS To CERTIFY THAT
Juan C . Rios
Has Completed 3 hours of seminar training on 2013
Amendments to California's Green Building Code
(CAL Green Changes).

This doss qualifies for 3 AMA LU HSW Continuing Education[twits (C 'LJs). 1 CMAA CCU,3 muild it Green('Ctrs and.3(CC CEUS- You may also submit this cerlificate to your own professional association or PIP Department.

Presented by, Marc J.Cohen, AIA, LEED AP BD+C/I D+C
et _ July 10, 2013 Anaheim, California
Cart Smith Date City,State
Education Program Director
Green Technology
` TECHNOLOGY r, -� �_
t76 tV.kbovnlaln Sl.,Suite l05 a t'asa��n�a.4.n 91
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b2G3i�.5 a*�^h!aFR m V' o!'wNS+s iatfsr- IyN1E fOi IL �wr:er:CAVAr_LH�n

Page 394 of 1000 ends

Certificate of Training and Successful Course
Completion
Renovator — Initial Course (English)
This training course mew the requirements of 40[FR Part 745.225 Awarded to:

Juan C. Rios
2698 Sunset Lane, San Bernardino, CA 92407
011111
Course Date: September 09, 2013
Examination Date: September 09, 2013
Expiration Date: September 09, 20u8
Certificate Number: R-1-08846-13-03113
16 Profm, September 09, 2013
Training Manager Date Issued
Allstate Services
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2279 Eagle Glen Parkway. Suite 112-206, Corona. CA 92883 co
(951) 245-3700 (800) 497— LEAD
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3 r This is to certify that
. . MIGUEL RAMIREZ . i I
3 has satisfactorily completed
ICC/IRC - - -_S,ID N TJAL CODE
on this 27TH day of OCTOBER , 20 16 . . . . CONTRACTORS STATE 2wz . .

E+E SE SERVICES AUTHORIZED S!iTURE
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MIGUEL RAMIREZ
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The International Code Council attests tharthe individual named on this certificate fais satisfactorily ..,, . ..:
demonstrated knowledgias rrAiiiired byth:elniir;itiliona 1 Code dap:it-4:4k saccessftilly completing the priestribed...7.. 7--w__ written examination based on oode e and stas4ards then in effect,aitclis hireby'alma:this eerteayint aa7....%, .. ;..
. . ._ , .. •... _ .... ......, ' ' ' CAL1PDRN1A RESIDENTIAL BUILDING1NSPECtail..----- - Given this day of done 2-9;.-2018 _ ._ . . . ._... ..._ . . _......... ____ •F....,7.7 1 ••
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44, CALIFORNIA LEVINE ACT DISCLOSURE STATEMENT
California Government Code Section 84308, commonly referred to as the "Levine Act," prohibits City Officers from participating in any action concerning a license, permit,other entitlement for use,franchise, or contract(collectively"license, permit,or contract") if they receive political contribution(s)from a party, or its agent(s), totaling more than $250 within the twelve (12) months before the proceeding, while a proceeding is pending, and for twelve (12) months following the date of a final decision in a proceeding.

The Levine Act also requires a member of the Upland City Council who has received such a contribution to disclose the contribution on the record of the proceeding and recuse themselves before the proceeding unless the violation has been properly cured.

Current Upland City Council Members are listed at:
https://www.uplandca.gov/city-council-treasurer
Parties and their Agents are responsible for accessing the link to review the names and disclosing their applicable contributions to City Officers on the record of a proceeding.

As a party to a proceeding,you are also required to provide information below about contributions made by you, your agents on behalf of you or your organization, your organization subject to the proceeding with the City, and any organization you direct or control pursuant to the aggregation rules at FPPC Reg. § 18438.5, except for uncompensated officers of a nonprofit organization. This form is to be submitted to the City of Upland and is a public record. If you have any questions about this form, please contact your City representative for assistance.

1. Have you or your company,or any agent/board member on behalf of you or your company/entity, made any political contributions of more than $250 to any Upland City Council Member in the 12 months preceding the date of the submission of your proposal or application,or the anticipated date of any Council action?
YES If yes, please identify the Council Member(s): _ NO

2. Do you or your company/entity, or any agency on behalf of you or your company/entity, anticipate or plan to make any political contribution of more than $250 to any Upland City Council Member in the 12 months following any Council action related to your proposal or application? YES If yes, please identify the Council Member(s):
� NO
Answering yes to either of the two questions above does not preclude the Upland City Council from awarding a contract or approving an application or any subsequent action. It does, however, preclude the identified Council Member(s)from participating in any actions related to your proposal or application. 6/16/2026
Date Signature of . orized individual
LDM Associates, Inc.

Company/Applicant Name
(Levine Act definitions on reverse side)

Page 398 of 1000 ends

LEVINE ACT DISCLOSURE STATEMENT DEFINITIONS
Term Definition Law
A proceeding to grant, deny, revoke, restrict, or modify a license, permit or other entitlement for use, that
does not solely involve purely ministerial decisions
and is:

Covered (1)Applied for by the party; FPPC Reg 18438.2(a) "proceedings" (2) Formally or informally requested by the party; or (3)A contract between the agency and the party or a
franchisee granted by the agency to the party, other
than a contract that is competitively bid, a labor
contract, or a personal employment contract.

Any person who files an application for, or is the
Party subject of, a proceeding involving a license, permit, or Gov. Code 84308(a)(1) other entitlement for use.

Any person who is not a party but who actively
supports or opposes a particular decision in a
proceeding involving a license, permit, or other
entitlement for use and who has a financial interest in Gov. Code 84308(a)(2) Participant the decision.A person actively supports or opposes a FPPC Reg 18438.4 particular decision in a proceeding if that person
lobbies in person the officers or employees of the
agency, testifies in person before the agency, or
otherwise acts to influence officers of the agency.

A person who represents a party or participant for
compensation and appears before or otherwise
Agent communicates with the governmental agency for the FPPC Reg 18438.3 purpose of influencing the pending proceeding. See
FPPC Reg 18438.3 for exceptions for certain
consultants.

A contract required by law to be awarded to the lowest
responsible bidder with a responsive bid, or, if the FPPC Reg Competitively Bid successful bidder refuses or fails to execute the 18438.2(a)(3)(A) contract, to the next lowest bidder with a responsive
bid.

A contract or agreement reached through collective
bargaining or with a representative group regarding
Labor Contract the salary, benefits, or terms and conditions under an FPPC Reg employment or retirement policy for employees or 18438.2(a)(3)(B) retirees, including a project labor agreement entered
under Public Contract Code Section 2500.

Personal A contract for employment, including the terms and Employment conditions of employment, between the agency and FPPC Reg Contract an agency employee.A contract with an independent 18438.2(a)(3)(C)-(D) contractor is NOT a personal employment contract.

Page 399 of 1000 ends

O�� U
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Development Services Department-Housing Division
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;:' Telephone: 909-931-4300

MEMORANDUM
TO: Michael Blay, City Manager
FROM: Robert D. Dalquest, Development Services Director DATE: July21, 2026
RE:

AB 339 Compliance Requirements for LDM Associates Professional Services Agreement
Effective January 1,2026,Assembly Bill(AB)339 established new notification and meet-and- confer requirements when a public agency proposes to enter into, renew, amend, or extend a contract for services that are within the scope of work performed by classifications represented by a recognized employee organization.

To ensure compliance with AB 339 and avoid delays in contract approval, departments must complete the review process outlined below before requesting placement of a Professional Services Agreement(PSA) on a City Council agenda.

AB 339 applies when the contracted services are currently performed by City employees, could reasonably be performed by City employees, or fall within the scope of work of an existing bargaining unit classification.

Prior to submitting a PSA for agenda placement, departments shall:

1. Determine Whether AB 339 Applies
a. Review the scope of work and identify whether the services fall within duties performed by any City classification.
b. Consult with Human Resources if there is any question regarding bargaining unit work or classification overlap.

2. Submit Documentation to Human Resources
a. Provide the proposed scope of work.
b. Provide a draft agreement, proposal, quote, or statement of work. c. Provide the anticipated contract amount and contract term. d. Provide the proposed Council meeting date.

Page 400 of 1000 ends

3. Allow Time for AB 339 Compliance
a. Human Resources wilt review the proposed services and determine whether AB 339 notice is required.
b. If required, the City must provide written notice to the affected employee organization(s) at least forty-five (45) days before approval of the agreement. c. During the notice period, the employee organization may request information and/or meet and confer regarding the proposed contracting of services.

4. Agenda Scheduling
a. No PSA subject to AB 339 shall be scheduled for City Council consideration until the required notice period has expired or the affected employee organization has agreed in writing to waive all or a portion of the notice period. b. Departments should anticipate a minimum review period of sixty (60) days when AB 339 may apply.

For all Professional Services Agreements, departments shall complete the following checklist:

Scope of work reviewed for AB 339 applicability.

VDraft agreement, proposal, or statement of work submitted to Human Resources. ❑ Funding source identified.
❑ Proposed Council date provided.
❑ Human Resources determination received.

Forty-five (45) day notice completed or waiver obtained, if applicable. ❑ Agenda item approved for scheduling.

Departments are encouraged to engage Human Resources as early as possible in the procurement process to ensure compliance with AB 339 and avoid delays in project implementation.

Director Approval: AB 339 Notice Date: i!pl I1 1742 HR Approval: 45-Day Exp. Date: f I i f 7k
Finance Approval: Union Waiver Date: `7 /7126 Approved for Agenda Placement: (] Yes ❑ No

Page 401 of 1000 ends

4°F °p`q� CIoFUPLAND
.�, �. ' "The City of Gracious Living"
c�lrFOR�i� Z�v�/ `C`/
DATE: July 27,2026
TO: MAYOR AND CITY COUNCIL
FROM: MICHAEL BLAY,CITY MANAGER
PREPARED BY:ROBERT D.DALQUEST,DEVELOPMENT SERVICES DIRECTOR

ALAN FRENCH,PRINCIPAL ENGINEER

HARRY PARR,ASSOCIATE ENGINEER
SUBJECT: CONSIDER AWARD OF CONSTRUCTION CONTRACT TO DBX,INC.FOR THE 16TH

STREET AND SAN ANTONIO AVENUE TRAFFIC SIGNAL IMPROVEMENT PROJECT RECOMMENDED ACTION:

It is recommended that the City Council approve the plans and specifications for Project No. 70024 located at the intersection of 16th Street and San Antonio Avenue; award the construction contract to DBX, Inc. in the amount of $389,777;approve a construction contingency in the amount of$40,223 for a total amount of$430,000;and authorize the City Manager to execute the contract.

GOAL STATEMENT
The proposed action supports the City's goal of maintaining and improving the City's transportation infrastructure.

BACKGROUND
Traffic signals were originally installed at San Antonio and 16th Street in 1982. Recent investigations have shown that protected left-turn phasing is warranted to be upgraded on the east and west approaches of this intersection.Due to the nature of the materials used in the original installation,this modification requires removing and replacing the four mast-arm traffic signal poles and underground conduits at the intersection.

On June 9,2025,the City Council approved the Fiscal Year 2026 Mid-Cycle Budget,which included$400,000 for a traffic signal project adding protected left-turn phasing at the intersection of 16th Street and San Antonio Avenue.

In 2025, the City began working with Advantec, Inc. on the design of an entirely new traffic signal system at the intersection of 16th Street and San Antonio Avenue in order to incorporate protected left-turn phasing. The plans and specifications were completed in February of 2026.

On February 23,2026,the City Council approved a purchase order for the four(4)new traffic signal poles which will be supplied to the contractor as an owner-furnished,contractor-installed item.

ISSUES AND ANALYSIS
The project was advertised on May 29, 2026, and June 5, 2026, in accordance with the California Public Contract Code(Section 20164)and was also posted on the City's PlanetBids portal. On June 23, 2026,the City received and opened 10 bids for the project,under Bid No.2026-02 as follows:

Bidder Bid Amount
DBX,Inc. $389,777.00
Alfaro Communications Construction,Inc. $403,784.29 California Professional Engineering,Inc. $439,021.00 CALPROMAX ENGINEERING INC. $468,910.00
Servitek Electric,Inc. $477,283.00
Elecnor Belco Electric $486,934.00
CROSSTOWN ELECTRICAL&DATA,INC. $486,976.00
PTM General Engineering Services $488,854.00
Universal Wiring Corp $494,356.00
Estate Design and Construction $598,700.00

Page 402 of 1000 ends

The lowest responsible bidder was DBX, Inc of Temecula, California with a base bid of$389,777.00. The City has reviewed all ten(10)bid packages and confirmed that DBX is the"lowest responsible and responsive"bidder.

ENVIRONMENTAL DETERMINATION
The project has been assessed in accordance with the authority and criteria contained in the California Environmental Quality Act ("CEQA"), and the State CEQA Guidelines, and determined to be categorically exempt from further environmental review pursuant to Section 15301(c)(Existing Facilities),of the CEQA guidelines.The project involves repair and maintenance of existing public facilities and does not involve any expansion of use beyond that which is existing. In accordance with Section 15062 of the CEQA guidelines,the City will file the Notice of Exemption with the County of San Bernardino within 5 days after project approval.

FISCAL IMPACTS
The total estimated project cost is$530,000.The breakdown and accounts are detailed below:

Estimated Project Costs:

Base Bid Amount $389,777.00
Construction Contingency $40,223.00
Total Contract Work: $430,000.00
City-Provided Materials(Traffic Signal Poles) $73,640.00 Construction Administration and Inspection $26,360.00 Total Estimated Project Cost: $530,000.00
Funding:

CIP Account 2047500-5540-70024(Gas Tax) $73,640.00 CIP Account 4237500-5540-70024(St. &Traffic Facilities) $323,260.00 CIP Account 4237500-5540-85007(St. &Traffic Facilities) $133,100.00 Total Project Funding: $530,000.00

ALTERNATIVES

1. Reject all bids and authorize the City Clerk to re-advertise the Project.Due to a successful bidding process,staff does not recommend this alternative.

2. Provide alternative direction to staff.

CEQA: Determine to be Exempt pursuant to Section 15301(c)(Existing Facilities)of the CEQA guidelines.

Page 403 of 1000 ends

CONTRACT FOR CONSTRUCTION
This Contract for Construction ("Contract"), No. 70024 is made and entered into this 27' day of July, 2026 by and between the CITY OF UPLAND , with its principal place of business at 460 N.

Euclid Avenue, Upland, California 91786 sometimes hereinafter called the "City" and DBX, Inc., sometimes hereinafter called "Contractor."
WITNESSETH: That the parties hereto have mutually covenanted and agreed, and by these presents do covenant and agree with each other as follows:

ARTICLE 1. SCOPE OF WORK.

The Contractor shall perform all Work within the time stipulated in the Contract, and shall provide all labor, materials, equipment, tools, utility services, and transportation to complete all of the Work required in strict compliance with the Contract Documents as specified in Article 5, below, for the following Project:

PROJECT NO. 70024, 16TH STREET AND SAN ANTONIO AVENUE TRAFFIC SIGNAL

IMPROVEMENTS
Contractor is an independent contractor and not an agent of the City. The Contractor and its surety shall be liable to the City for any damages arising as a result of the Contractor's failure to comply with this obligation.

ARTICLE 2. TIME FOR COMPLETION.

Time is of the essence in the performance of the Work. The Work shall be commenced on the date stated in the City's Notice to Proceed. The Contractor shall complete all Work required by the Contract Documents within 150 CALENDAR DAYS from the commencement date stated in the Notice to Proceed. By its signature hereunder, Contractor agrees the time for completion set forth above is adequate and reasonable to complete the Work.

ARTICLE 3. CONTRACT PRICE.

The City shall pay to the Contractor as full compensation for the performance of the Contract, subject to any additions or deductions as provided in the Contract Documents, and including all applicable taxes and costs, the sum of THREE HUNDRED EIGHTY-NINE THOUSAND SEVEN HUNDRED SEVENTY-SEVEN Dollars ($389,777.00). Payment shall be made as set forth in the General Conditions. The City will pay to Contractor compensation based upon the prices set forth in the Bid Schedule.

ARTICLE 4. LIQUIDATED DAMAGES.

Contractor acknowledges that the City will sustain actual damages for each and every Day completion of the Project is delayed beyond the Contract Time. Because of the nature of the Project, it would be impracticable or extremely difficult to determine the City's actual damages.

Accordingly, in accordance with Government Code section 53069.85, it is agreed that the Contractor will pay the City the sum of$250 for each and every calendar day of delay beyond the time prescribed in the Contract Documents for finishing the Work, as Liquidated Damages and not as a penalty or forfeiture. In the event this is not paid, the Contractor agrees the City may deduct that amount from any money due or that may become due the Contractor under the 16`h Street and San Antonio Avenue Traffic Signal 1 PLANS AND DRAWINGS Improvements

Page 404 of 1000 ends

Contract. This Section does not exclude recovery of other damages specified in the Contract Documents. Liquidated damages may be deducted from progress payments due Contractor, Project retention or may be collected directly from Contractor, or from Contractor's surety. These provisions for liquidated damages shall not prevent the City, in case of Contractor's default, from terminating the Contractor.

Consistent with Public Contract Code Section 7102, Contractor will be compensated for damages incurred due to delays for which the City is responsible. The parties agree that determining Contractor's exact delay damages is and will continue to be impracticable and extremely difficult.

As such, for each calendar day in excess of the Contract Time, the City shall pay to the Contractor $250 per day as Reverse Liquidated Damages and not as a penalty or forfeiture. Such amount shall constitute the only payment allowed for any City caused delays and shall necessarily include all overhead, all profits, all administrative costs, all bond costs, all labor, materials, equipment and rental costs and any other costs, expenses and fees incurred or sustained as a result of such delays. Notice of requests for delay damages and additional days shall be provided to the City within five (5) Days from the discovery of the circumstances giving rise to any delay or three (3) Days from the discovery of any latent or subsurface conditions giving rise to a delay.

ARTICLE 5. COMPONENT PARTS OF THE CONTRACT.

The "Contract Documents" include the following:

Notice Inviting Bids
Instructions to Bidders
Bid Forms
Bid Acknowledgement
Bid Schedule
Bid Guarantee
Designation of Subcontractors
Information Required of Bidders
Non-Collusion Declaration Form
Iran Contracting Act Certification
Public Works Contractor DIR Registration Certification
Performance Bond
Payment (Labor and Materials) Bond
Contract for Construction
General Conditions
Special Conditions
Special Provisions
Specifications
Addenda
Construction Plans and Drawings
Standard Specifications for Public Works Construction "Greenbook", latest edition, Except Sections 1-9
Applicable Local Agency Standards and Specifications, as last revised Reference Specifications
Approved and fully executed Change Orders
Permits
Any other documents contained in or incorporated into the Contract The Contractor shall complete the Work in strict accordance with all of the Contract Documents. 16`h Street and San Antonio Avenue Traffic Signal 2 PLANS AND DRAWINGS Improvements

Page 405 of 1000 ends

All of the Contract Documents are intended to be complementary. Work required by one of the Contract Documents and not by others shall be done as if required by all. In the event of conflict, the various Contract Documents will be given effect in the order set forth in the General Conditions. This Contract shall supersede any prior agreement of the parties.

ARTICLE 6. PROVISIONS REQUIRED BY LAW AND CONTRACTOR COMPLIANCE.

Each and every provision of law required to be included in these Contract Documents shall be deemed to be included in these Contract Documents. The Contractor shall comply with all requirements of applicable federal, state and local laws, rules and regulations, including, but not limited to, the provisions of the California Labor Code and California Public Contract Code which are applicable to this Work.

ARTICLE 7. INDEMNIFICATION.

Contractor shall provide indemnification and defense as set forth in the General Conditions.

ARTICLE 8. PREVAILING WAGES.

Contractor shall be required to pay the prevailing rate of wages in accordance with the Labor Code which such rates shall be made available at the City's Office or may be obtained online at http://www.dir.ca.gov and which must be posted at the job site.

ARTICLE 9. FALSE CLAIMS.

Contractor acknowledges that if a false claim is submitted to the City, it may be considered fraud and Contractor may be subject to criminal prosecution. Contractor acknowledges that the False Claims Act, California Government Code sections 12650, et seq., provides for civil penalties where a person knowingly submits a false claim to a public entity. These provisions include within their scope false claims made with deliberate ignorance of the false information or in reckless disregard of the truth or falsity of the information. In the event the City seeks to recover penalties pursuant to the False Claims Act, it is entitled to recover its litigation costs, including attorneys' fees. Contractor hereby acknowledges that the filing of a false claim may the Contractor to an administrative debarment proceeding wherein Contractor may be prevented from further bidding on public contracts for a period of up to five (5) years. [REMAINDER OF PAGE LEFT INTENTIONALLY BLANK]
16`h Street and San Antonio Avenue Traffic Signal 3 PLANS AND DRAWINGS Improvements

Page 406 of 1000 ends

IN WITNESS WHEREOF, this Contract has been duly executed by the above-named parties, on the day and year above written.

CITY OF UPLAND DBX, Inc.
[IF CORPORATION, TWO SIGNATURES,

PRESIDENT OR VICE PRESIDENT, AND
By: SECRETARTY OR TREASURER REQUIRED]
Michael Blay, City Manager
By:

ATTEST: Its:

By: Printed
Keri Johnson, City Clerk Name:

APPROVED AS TO FORM:

By:

By: Its:

Best Best & Krieger LLP
City Attorney Printed
Name:

Contractor's License Number and
Classification
DIR Registration Number
(CONTRACTOR'S SIGNATURE MUST BE

NOTARIZED AND CORPORATE

SEAL AFFIXED, IF APPLICABLE)

END OF CONTRACT
16`h Street and San Antonio Avenue Traffic Signal 4 PLANS AND DRAWINGS Improvements

Page 407 of 1000 ends

16`h Street and San Antonio Avenue Traffic Signal 5 PLANS AND DRAWINGS Improvements

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Notary Acknowledgment
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.

STATE OF CALIFORNIA

COUNTY OF
On , 20 , before me, , Notary Public, personally Date Name And Title Of Officer(e.g."Jane Doe,Notary Public") appeared , who proved to me on the basis of satisfactory Name(s)of Signer(s)
evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal.

Place Notary Seal Above Signature of Notary Public

OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document.

CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT Individual
Corporate Officer
Title(s) Title or Type of Document
Partner(s) Limited
I General Number of Pages
Attorney-In-Fact
Trustee(s)
Guardian/Conservator Date of Document
❑ Other:

Signer is representing:

Name Of Person(s)Or Entity(ies)
Signer(s)Other Than Named Above
16th Street and San Antonio Avenue Traffic Signal 6 PLANS AND DRAWINGS Improvements

Page 409 of 1000 ends

i
- A L oT • "' T 111. 1 IM. M. oV T PLAN FY • UP A

1. ALL WORK CALLED FOR ON THE PLANS SHALL COMPLY WITH CURRENT CITY OF UPLAND STANDARD SPECIFICATIONS, ADOPTED BY

1. ALL MATERIAL AND WORK SHALL CONFORM TO THE LATEST EDITION OF CITY OF UPLAND STANDARD PLANS, CALTRANS STANDARD THE CITY COUNCIL, UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIAL PROVISIONS FOR THIS PROJECT. II. i F I I NAL . ATI * N ID
II. • JPLANS AND STANDARD SPECIFICATIONS, AND CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

2. THE CONTRACTOR, BEFORE UNDERTAKING ANY GRADING OR CONSTRUCTION WORK OF ANY TYPE WITHIN THE PUBLIC RIGHT OF WAY A A . 2. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, 811 OR (800) 227-2600, AND ALL CONCERNED UTILITY NT .' .'' AV N A COMPANIES AT LEAST TWO WORKING DAYS IN ADVANCE OF EXCAVATION. LOCATIONS OF UNDERGROUND UTILITIES ARE MUST FIRST OBTAIN A CONSTRUCTION PERMIT FROM THE PUBLIC WORKS DEPARTMENT. APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR

3. A TEMPORARY STREET CLOSURE PERMIT IS REQUIRED WHEN WORK IMPEDES VEHICULAR OR PEDESTRIAN TRAFFIC. PLEASE NOTE PR • . ® , ' 4 TO COMMENCING WORK. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ALL DAMAGES OCCURRED DUE TO FAILURE TO LOCATE THAT THE CITY COUNCIL RESOLUTION NUMBER 1656, WHICH DEALS WITH THE PROMPT RESTORATION OF CITY STREETS DAMAGED AND PRESERVE ALL UNDERGROUND UTILITIES. HAND DIG AS NEEDED OR AS DIRECTED BY THE ENGINEER UNTIL CLEAR OF DURING CONSTRUCTION, AND CHAPTER 12.08 OF THE UPLAND MUNICIPAL CODE WILL BE ENFORCED IN ALL CASES WHERE THE OBSTRUCTIONS.

PROVISIONS ARE APPLICABLE rLAN INDE 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CLEAN UP ON CITY RIGHT-OF-WAY AFFECTED BY CONTRACTOR'S WORK. THE

4. INSPECTION BY THE CITY OF THE WORK CALLED FOR ON THE PLANS DOES NOT, IN ANY WAY, RELIEVE THE CONTRACTOR AND/OR CONTRACTOR SHALL KEEP CITY RIGHT-OF-WAY CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCES BEING CONTROLLED AT DEVELOPER OF THEIR OBLIGATION TO PERFORM WORK IN COMPLIANCE WITH THE PLANS AND SPECIFICATIONS.

SHEET NO. DESCRIPTIO\ ALL TIMES. METHOD OF STREET CLEANING SHALL BE DRY SWEEPING OF ALL PAVED AREAS. THERE SHALL BE NO STOCKPILING OF _ CONSTRUCTION MATERIALS WITHIN THE CITY RIGHT-OF-WAY WITHOUT THE PERMISSION OF THE ENGINEER.

5. REQUESTS FOR DEVIATIONS FROM THE APPROVED PLANS, (EXCEPT MINOR ADJUSTMENTS IN THE FIELD TO MEET EXISTING 1 TITLE SHE-T CONDITIONS), SHALL BE MADE IN WRITING AND ARE NOT TO BE INITIATED UNLESS OR UNTIL THEY APPROVED BY THE PUBLIC WORKS 2 STREET IMPROVEMENT PLAN 4. EXISTING PRIVATELY OWNED IMPROVEMENTS ON PUBLIC RIGHT-OF-WAY SHALL BE PROTECTED OR REPLACED.

DIRECTOR OR A REPRESENTATIVE ACTING SPECIFICALLY UPON HIS INSTRUCTIONS. 3 TAEEIC SIGNAL MODIFICATION PLAN 5. SEE CALTRANS STANDARD PLAN ES-1A, ES-1B, AND ES-1C FOR SYMBOLS AND ABBREVIATION LEGENDS.

6. ALL ELEVATIONS SHOWN ON THE PLANS ARE ESTABLISHED FROM CITY OF UPLAND BENCHMARK. 6. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC SIGNAL EQUIPMENT'S, SIGNS, AND STRIPING IN ACCORDANCE WITH

7. QUANTITIES, AS SHOWN ON THE PLANS ARE ESTIMATED, AND THE CONTRACTOR IS ADVISED THAT FINAL QUANTITIES OF MATERIAL THE PLANS AND SPECIAL PROVISIONS. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE UNLESS OTHERWISE NOTED.

AND WORK IN PLACE MAY BE MORE OR LESS THAN THOSE INDICATED ON THE PLANS. 7. CONTROLLER CABINET AND SERVICE CABINET SHALL BE PLACED AT A MINIMUM OF 15 FEET APART.

8. CONCRETE GUTTERS, ALLEY APPROACHES, DRIVEWAYS OR OTHER CONCRETE WORK THAT IS SUBJECT TO VEHICULAR TRAFFIC, SHALL 8. ELECTRICAL CONDUIT SHALL BE PLACED AT MINIMUM OF 2 FEET FROM TELEPHONE CONDUIT.

BE BARRICADED, AND NO VEHICULAR TRAFFIC IS PERMITTED THEREON, FOR AT LEAST SEVEN DAYS FOLLOWING THE PLACEMENT OF THE CONCRETE WORK. WHEN THE GENERAL PROVISIONS CALL FOR CONCRETE WORK TO HAVE VEHICULAR TRAFFIC UPON IT SOONER 9. ALL PULL BOXES SIZE SHALL BE NO. 6 UNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER. PULL BOXES IN THAN SEVEN DAYS AFTER PLACEMENT, OR WHEN THE CONTRACTOR FOR CONVENIENCE OF OPERATION SO DESIRES, THE CONCRETE UNIMPROVED AREAS NOT PROTECTED BY CURB AND GUTTER SHALL BE TRAFFIC BEARING TYPE. MAXIMUM SPACING BETWEEN PULL WORK WILL CONTAIN AT LEAST EIGHT SACKS OF CEMENT PER CUBIC YARD, AND SHALL IF SO DIRECTED BY THE ENGINEER, BE BOXES SHALL BE 500 FEET.

USED, AND TRAFFIC WILL BE PERMITTED THEREON SEVENTY-TWO HOURS AFTER PLACING OF SAID EIGHT SACK CONCRETE

9. IRRIGATION LINES WITHIN ANY CITY RIGHT-OF-WAY SHALL HAVE A TWENTY FOUR INCH MINIMUM COVER FROM FINISH SURFACE; 10. ALL CONDUITS SHALL BE 2-INCH RIGID GALVANIZED STEEL CONDUIT UNLESS OTHERWISE NOTED. ALL CONDUITS PLACED UNDER PAVING SHALL BE INSTALLED WITHOUT OPEN CUTTING.

UNLESS SAID IRRIGATION LINE IS ENCASED IN CONCRETE OR BEDDED IN A SPECIAL CONCRETE CRADLE.

11. DETECTOR LOOPS SHALL BE PLACED PER CITY OF UPLAND STANDARD PLAN NO. 1201 AND CENTERED WITHIN THE DRIVING LANE

10. THE CONTRACTOR SHALL OPERATE IN A MANNER COMPLIANT WITH ALL APPLICABLE SECTIONS OF THE MUNICIPAL CODE AND UNLESS OTHERWISE NOTED. STRIPING LAYOUT (CAT-TRACKING) SHALL BE APPROVED BY THE CITY PRIOR TO DETECTOR LOOP COMPLIANT WITH ALL APPLICABLE CITY COUNCIL RESOLUTIONS. INSTALLATION. ALL LOOP DETECTOR CONFIGURATIONS SHALL BE TYPE "E" PER STANDARD PLAN ES-5B. ALL CURB TERMINATIONS 210 SHALL BE TYPE "A" PER STANDARD PLAN ES-5D. DETECTOR LOOP WIRES SHALL BE TESTED AND APPROVED PRIOR TO FILLING

11. THE LOCATIONS OF UNDERGROUND UTILITIES OR IRRIGATION LINES AS SHOWN ON THE PLANS, IS APPROXIMATE, AND SINCE THE ACTUAL LOCATION MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN, THE CONTRACTOR IS REQUIRED TO CONTACT THE INTERESTED / SAW CUTS.

W 19TH St.

UTILITY OR WATER COMPANY BEFORE EXCAVATING IN THE VICINITY OF ANY SUCH LINES. 12. ALL CABLES AND CONDUCTORS SHALL BE CONTINUOUS WITH A MINIMUM OF 6 FEET OF SLACK INSIDE EACH PULL BOX UNLESS

12. THE DEVELOPER, PER THE CITY TRANSPORTATION DIVISION, WILL INSTALL ALL STREET NAME AND TRAFFIC REGULATORY SIGNS DOJ-CT SITE OTHERWISE NOTED. 20 FEET OF SIGNAL INTERCONNECT CABLE SLACK SHALL BE PROVIDED INSIDE THE CONTROLLER CABINET.

INDICATED IN THE PLANS. HIGH INTENSITY REFLECTIVE SHEETING WILL BE REQUIRED. ` 13. TRAFFIC SIGNAL INTERCONNECT CABLE (SIC) SHALL BE 6-PAIR, AWG#20 CABLE UNLESS OTHERWISE NOTED. TRAFFIC SIGNAL

13. AN APPROVED WEED KILLER SHALL BE APPLIED TO THE PREPARED BASE PRIOR TO ASPHALT PAVING IN ALL AREAS WHERE THERE INTERCONNECT CONDUIT SHALL HAVE A MINIMUM FACTORY CONDUIT BEND RADIUS OF 36 INCH.

IS ANY EVIDENCE OF HUMUS OR ORGANIC MATERIAL PRESENT IN THE BASE (EITHER NATIVE OR IMPORTED) MATERIAL. ALL WEED 14. ALL COMBINATION PEDESTRIAN AND VEHICLE SIGNAL INDICATIONS INCLUDING PV HEADS SHALL UTILIZE LIGHT EMITTING DIODE KILLERS USED SHALL BE APPLIED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. W 16TH St. W 16TH St. (LED) SIGNAL MODULES. ALL VEHICLE SIGNAL SECTION AND INDICATIONS SHALL BE 12 INCH.

14. THE FOLLOWING CITY OF UPLAND STANDARD DRAWINGS APPLY TO THIS PROJECT AND SHALL BE CONSIDERED AS PART OF THESE PLANS: CU-D-1, CU-D-2, CU-P-3, CU-P-4, CU-P-8, CU-R-2, CU-R-3, CU-S-1, CU-S-6, CU-Z-3, W.26A AND W.26B. > 15. ALL SIGNAL HOUSING, VISORS, AND BACKPLATES SHALL BE METAL. VEHICLE. SIGNAL HOUSING SHALL BE PROVIDED WITH a; Q LOUVERED BACKPLATE. A TUNNEL VISOR SHALL BE PROVIDED FOR EACH SIGNAL FACE.

15. ALL PAVEMENT MARKING (EXCEPT SPEED LIMITS) SHALL BE ALKYD THERMOPLASTIC AND APPLIED PER THE MANUFACTURER'S Q o SPECIFICATIONS. z o Q 16. ALL UNUSED TENONS SHALL BE CAPPED IN A WATERPROOF METHOD AS DIRECTED BY THE ENGINEER.

Q z o 17. ALL EQUIPMENT LOCATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO FINAL PLACEMENT.

16. ALL TRAFFIC SIGNS SHALL BE CONSTRUCTED WITH HIGH INTENSITY REFLECTIVE SHEETING AND BE INSTALLED ON 2" SQUARE z Q =, "QUICKPUNCH" POSTS.
o z c..� 18. PLAN SIGNATURE IS GOOD FOR ONE YEAR, ADDITIONAL PLAN REVIEW IS REQUIRED IF NO CONSTRUCTION BEGAN BY THEN.

Q w
o

17. ALL WATER VALVES AND SEWER MANHOLES SHALL REMAIN ACCESSIBLE AND FREE OF DEBRIS THROUGHOUT ALL PHASES OF THE z z z PROJECT.

W FOOTHIL

18. INSTALL 3/4" PLYWOOD FALSE BOTTOMS IN ALL SEWER MANHOLES WITHIN THE CONSTRUCTION AREA (CHECKED DAILY BY Q BOULEVARD �� INSPECTOR). Q

19. PROVIDE TRAP AT FIRST MANHOLE DOWNSTREAM OF PROPOSED IMPROVEMENTS (CHECKED DAILY BY INSPECTOR). I- z

20. STREETS SHALL BE PAVED WITH 4" A.C.OVER 8" C.A.B. OR TO THE RECOMMENDATION OF THE SOILS COMPACTION REPORT, v W ARROW Hwy
WHICHEVER IS GREATER.

VICINITY MAP

NOT TO SCALE

SURVEY MONUMENTS THAT EXIST AS SHOWN ON RECORDED MAPS, HIGHWAY MAPS, OR POINTS THAT PROVIDE SURVEY

CONTROL WITHIN THE CONSTRUCTION AREA, SHALL BE LOCATED AND REFERENCED BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER (AUTHORIZED TO PRACTICE LAND SURVEYING). BEFORE START OF CONSTRUCTION, CORNER RECORDS SHALL BE FILED WITH THE COUNTY SURVEYOR. THESE CORNER RECORDS SHALL DESCRIBE THE MONUMENTS FOUND WITH TIE DISTANCES TO REFERENCE POINTS FOR THE RESETTING OF A SURVEY MONUMENT. WHEN CONSTRUCTION IS

COMPLETED, MONUMENTS SHALL BE SET AND CORNER RECORDS SHALL BE FILED WITH THE COUNTY SURVEYOR SHOWING THE NEW MONUMENTS.
0 • III. 41111 111. 0 ID Mi. I

IN SUBMITTING A BID FOR THIS WORK, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE I HEREBY DECLARE THAT IN MY PROFESSIONAL OPINION, THE DESIGN OF THE IMPROVEMENTS AS SHOWN ON THESE PLANS COMPLIES SEWER: CITY OF UPLAND PUBLIC RESPONSIBILITY FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL WITH THE CURRENT PROFESSIONAL ENGINEERING STANDARDS AND PRACTICES. AS THE ENGINEER IN RESPONSIBLE CHARGE OF THE DESIGN 1370 NORTH BENSON AVENUE PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING OF THESE IMPROVEMENTS, I ACCEPT FULL RESPONSIBILITY FOR SUCH DESIGN. I UNDERSTAND AND ACKNOWLEDGE THAT THE PLAN CHECK UPLAND, CA 91786 HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE ENGINEER AND THE CITY OF OF THESE PLANS BY THE CITY OF UPLAND IS A REVIEW FOR THE LIMITED PURPOSE OF ENSURING THAT THESE PLANS COMPLY WITH THE (909) 931-4270 UPLAND HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON CITY STANDARDS AND OTHER APPLICABLE CODES AND ORDINANCES. THE PLAN REVIEW PROCESS IS NOT A DETERMINATION OF THE TECHNICAL ADEQUACY OF THE DESIGN OF THE IMPROVEMENTS. SUCH PLAN CHECK DOES NOT THEREFORE RELIEVE ME OF MY DESIGN THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE ENGINEER, OR THE CITY OF UPLAND.

RESPONSIBILITY. WATER: CITY OF UPLAND PUBLIC 1370 NORTH BENSON AVENUE
AS THE ENGINEER OF RECORD, I AGREE TO DEFEND AND INDEMNIFY THE CITY OF UPLAND, ITS OFFICERS, ITS AGENTS, AND ITS UPLAND, CA 91786 ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT EMPLOYEES FROM ANY AND ALL LIABILITY, CLAIMS, DAMAGES, OR INJURIES TO ANY PERSON OR PROPERTY ARISING FROM NEGLIGENT (909) 931-4273 THEIR OPERATIONS SO THAT THE EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE ACTS, ERRORS OR OMISSIONS OF THE ENGINEER OF RECORD, HIS EMPLOYEES, HIS AGENTS OR HIS CONSULTANTS. GAS: SOUTHERN CALIFORNIA GAS COMPANY U.S. DEPARTMENT OF LABOR AND "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY 13525 TWELFTH STREET WAY FOR THE CONTRACTOR OR SUBCONTRACTOR'S COMPLIANCE WITH SAID REGULATION AND ORDERS.

SIGNATURE: DATE: CHINO, CA 91710 (909) 613-1526 !'
LICENSE NUMBER: ELECTRIC: SOUTHERN CALIFORNIA EDISON COMPANY 1351 EAST FRANCIS AVENUE THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE ONTARIO, CA 91761 OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR (909) 930-8535 STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER NEITHER ASSUMES ANY LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT SHOWN. THE CONTRACTOR TELEPHONE: FRONTIERPOMO SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO WORK ON EXCAVATION TO 1400 EAST PHILIPS BOULEVARD DETERMINE EXACT LOCATION OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY DAMAGE (626) 2, CA 91766 OR PROTECTION OF THESE LINES. ® (626) 241-3628
CORM SALGADO --THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A), PHONE NUMBER 1800-227-2600, TWO WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT, ISSUED BY THE PUBLIC WORKS DEPARTMENT, SHALL BE VALID INVOLVING CABLE: SPECTRUM UNDERGROUND FACILITIES, UNLESS THE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.S.A. 7337 CENTRAL AVE
Know what's below. RIVERSIDE, CA 92504 all before you dig. (951) 576-0108

MARCUS SOTO
BENCH MARK NO. _VISIONS PLANS PREPARED BY DRAWN BY: APPROVED BY: LA PROJECT NO.

LOCATION MARK DATE INITIAL DESCRIPTION DATE APPVD ADVANTECConsulting Engineers 17ESs0 Nje S„ '' C TY 01- U \ D • �0 Traffic+ITS+Communications hCivil+Electrical �� www.advantec-usa.com n,` EXF ' j;-30-2, r7r1 RECOMMENDED BY: RECOMM LADED BY: P 0 J E C T S A\ A\ TO\ I 0 AVENUE AT 16 t H S T� E E T OF 3 SHEETS �'��Z�r��'� 400
,2� r 9T� CIVIL � RECOMMENDED 8Y: �/ f - DRAWING NO. ilfOFCA,FO or TITLE S -- ___T, LOCATION MAP , G-NEAL \ OTES ELEV. Ai ANDO SOLIS, C.E. 72012 DATE ENGINEERING STAFF LAN, D- ELOPMENT & TRANSPORTATION TS 70024

Page 410 of 1000 ends

ABBREVIATIONS:

I j 1 I I I
AC ASPHALT CONCRETE

BKSW BACK OF SIDEWALK
CB CATCH BASIN
I CT) CG CROSS GUTTER
EX. S/W • I

C&G CURB & GUTTER
C/L CENTERLINE
R/W r_________ ` I -0 D/W DRIVEWAY \ I (f) EP EDGE OF PAVEMENT `\\ I EX. EXISTING 0 5' 10 r---_-___."____-_. FDC FIRE DEPARTMENT CONNECTION FH FIRE HYDRANT

5.7' 6.2' 1 FL FLOW LINE SCALE: 1" = 5' � I 1 / FS FINISH SURFACE _____.__. GL GUTTER LIP

GUY GUY WIRE
10+53.98 "SA" MH MANHOLE

44.34' LT isPLANT R
1518.65 BKSW/TRCmill ` I PB PULLBOX WALL ; PCC PORTLAND CEMENT CONRETE CONTRACTOR TO SALVAGE DECORATIVE \ I PPB PEDESTRIAN PUSH BUTTON PAVERS TO REPLACE PAVERS DAMAGED PLANTER II `t I PP POWER POLE FROM SAWCUT OPERATION I I PR. PROPOSED 10+49.65"SA" 10+^4.40 'SA" j I -0 PVMT PAVEMENT 10 4964' LT 38.3?' LT I (f) R/W RIGHT OF WAY 461518.25 BKSW (15113.65) I=S t 1 S/W SIDEWALK 1518.62 TRC U PPB SC SAWCUT \ ( SD STORM DRAIN
RETAINING CURB ----' 4 10+54.27"SA" \ \ �j - TC TOP OF CURB

32.08' LT 1 `�� `-- TRC TOP OF RETAINING CURB TYP. TYPICAL
WALL/FOUNTAIN Q /1 (1518.60) TC UTIL UTILITY SAWCUT ALONG R/W AND CONFORM TRC TO �- - (a 1%) (0 $% MI (1517.91) FL BE FLUSH WITH PAVERS -�) (1517.94) LIP WM WATER METER 10+46.21 "SA" , 10+46.64 "SA" JI

50.27' LT �% 43.69' LT ( ©� , ((. 0 1518.15 BKSW 1518.17 FS - �- - U L(7 _ - - _ __ 1518i60TRC � 9 + --- -0 LEGEND (THIS SHEET ONLY):

PLANTER 9+35.12 "SS" 9+44.02 "SS" \9y 2,,,,% o O

43.79' LT ° '\ 0000oo0ooc

44.18' LT (1518.58) BKSW/TRC '�� 4' /81 10+49.48 "SA" � �- o°o°o°o°oc R/W (1518.42) BKSW f 33.03' LT o00000000c TRUNCATED DOME �/� O_p p_O,C TC ( VJ*11518.42 1517.75 FL
0)* i
�� ' 9 (1517.78) LIP STATION "SS"

5.6' 9+34.96 "SS" 5 •00000o R=25' I XX.XX' RT STATION, OFFSET, AND ELEVATION 16TH STREET

38.44' LT o°o°o°o°o' / in
�j 10+43.22 "SA" •o°o°o°o°°o°o°'• 6 / ELEVATION ALIGNMENT (1518.02) FS °o°o°o°o°000°47.340 1 LT k.°o°o°o°o°o°o°o% STATION "SA" I 1518.07 FS '•°°o°o°o°o°o� -_ _ _ \\U) _ _-__ -
••°°°°°°°• �° ( XX.XX' RT STATION, OFFSET, AND ELEVATION PER SAN ANTONIO to/I °o°o 10+40.65 "SA"
RETAINING .71 � •° �� 37.82' LT / ELEVATION AVENUE ALIGNMENT CURB 9 ,/ 1517.47 TC I

6.5' I c�,2`�°/ / 1517.46 FL vl ° (1517.58) LIP
9:1

0.4% 0.i 4
2% -� 10+37.LT"SA"
�- _ .-` may 41.42' LT
- - CONSTRUCTION NOTES (THIS SHEET ONLY):
0�1% �1517.38 TC
E ./S ( 517.33 LIP _ -/0 - - imilifirani ©� f ) C PROTECT IN PLACE (ITEM NOTED ON PLAN). -- --- c - - - I «� CONSTRUCT CURB RAMP CASE A TYPE 3 WITH RETAINING CURB DETAIL B AND

1.0' S „ '� �� S n sT DETECTABLE WARNING SURFACE PER SPPWC STD. PLAN NO. 111-5. 9+35.05 "SS" 10+33.19 SA

31.79' LT 9+42 89" " © 48.�4' LT . a CONSTRUCT CURB & GUTTER PER SPPWC TYPE A3-6 STD. PLAN NO. 120-3. (1517.83)TC SS 1517.82 TC
(1517.29) FL 31.90' LT 1517.31 FL � (1517.35) LIP 1517.80 TC (1517.25) LIP P SAWCUT EXISTING PCC & JOIN TO EXISTING. 1 1517.30 FL I Cr)) ? Ei SAWCUT & JOIN EXISTING PAVEMENT.

C 1517.28)LIN _- l✓ -. - r - - - - - � e c \ i a G a) a n REMOVE & DISPOSE OF EXISTING CURB RAMP. up Ti REMOVE & DISPOSE OF EXISTING CURB & GUTTER. - T T -- '11111 � ) E. REMOVE & DISPOSE OF EXISTING AC PAVEMENT. ,� C REMOVE & RECONSTRUCT 4" PCC SIDEWALK, SLAB & TRANSITIONS. ______E ___
-
I CD
c. SAN ANTONIO AVENUE (SA)
16TH T . _ E E T I
u _.
16TH/ � + �® STREET (SS)
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SA STA 10+00.00= - S G s --
. SS STA 10+00.00
0 11,• Wiz,
Know what's below.

Call before you dig.

BENCH MARK NO. REVISIONS PLANS PREPARED BY DRAWN BY: PROJECT NO.

LOCATION MARK DATE INITIAL DESCRIPTION DATE APP'VD �O ESS/O APPROVED BY: 'D ADVANTECConsulting Engineers p s 9� C TY 0 LA \ D 70024 THE ELEVATIONS SHOWN HEREON ARE BASED UPON Traffic �C' FZ DESIGNED BY: /mil THE UPLAND CITY PUBLIC WORKS BENCHMARK NO. Tel: (909) 860-6222 �? �'` SHEET 10E-86 PAGE 51, (YEAR 1986). 21700 Copley Drive, THE MONUMENT IS A 2" CITY OF UPLAND BRASS Suite 300 Fax: (909) 860-6722 �o. 012 CHECKED BY: BOB ECR6I5272IELD XP.ENGINEER0NG MANAGER DATE PROJECT NO. 70024 TRAFFIC SIGNAL MODIFICATION 2 DISK IN NE CORNER OF PCC CATCH BASIN, 38' Diamond Bar, CA 91 www.advantec-usa.com s E P'E` 6-30-26 . 7 DATE E/O CL SAN ANTONIO AVE AND 82' N/O 16TH ST. / RECOMMENDED BY: RECOMMEN ED BY: PROJECT SAN ANTONIO AVENUE ATOF 3 SHEETS 16tH STREET
ELEV. = 1519.66' �'`�� /� /�e �` �ITF CIVIL RECOMMENDED BY: DRAWING NO.

A MANDO SdCI R'C.E. 72012 DATE CrCAL�F 144/114*-- STREET IMPROVEMENT - CURB RAMP DETAIL ENGINEERING STAFF LAND DEMENT & TRANSPORTATIONTS 70024

Page 411 of 1000 ends

CONDUCTOR SC- EDULE LEGEND (THIS SHEET ONLY): R/W , R/W POLE SCHEDULE _ _ POLE DATA SIGNAL MOUNTING LUMINAIRE PED PUSH BUTTON STREET NAME SIGN POLE LOCATION 04 04 I
POLE �, � i 6 SIGNAL CONDUCTOR PHASES , A A Ai I, A. A A A ° , �� I �� I # �� RADAR DETECTION ZONE HEIGHT M AYPE PHASE A BCD��j I �� i NO TYPE E GHT YEAR M.A.M A POLE PED M.A.M A L.E.D.LED TYPE LEGEND C E Q 02,02P,05/- / --�% -� - /� r/- 1 - ; ,/ z 1 24-4-100 30' 2024 35' MAS R MAS SV-1-T(R) SP-1-T R 12' 102W - - RSNS(R) San Antonio Ave _ _ Q �08PPB ,- - - - - - 1 -- % ) I I n - MOUNT RSNS WITH PELCO MAST ARM (SEE DETAIL "A"). MN CONDUIT SIZE (INCHES) 3" 3" 4" 4" 3" 3" 4" w 2-3"(E)2-3"(E) 0 04 ct- r>- (17') (10') (10') (1 ') 0, TOCURBP OF\ CONDUIT FILL (%) 8.9% 21.8% 17.6% 24.5% 13.2% 21.8% 19.6% 42.3% 42.2% \ %, I - ----- ALL CONDUITS AND CABLES ARE NEW UNLESS OTHERWISE NOTED. (E) = EXISTING I i/ 1141 100' c� \ %
CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTOR'S � RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. ALL NEW I t � � � �' � B.C.R.

CONDUCTORS SHALL BE CONTINUOUS FROM TERMINAL COMPARTMENTS TO CONTROLLER CABINET. #6 5 • 04 04. \ �/ r \ 9 1,2 5 #6 m NOTE:

E E " "E" SHALL BE 2'-6" 10 41116 \i 3 UNLESS OTHERWISE NOTED. .4r.
�� \ � � , POLE LOCATION R W R/W 9 5 - \"> ° " • 10 A 9 A R/W R/W DETAIL 1 • t h tr - - t I- -,r; � _ 1 % 8P 1 11 14 �. 1 LIMIT LINEI ^,_ _ .0,p 08 1t L08 -`'' I 7 2 .4 /1' s. 8 - a 0P , �;
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---- - ,,, - - -- vi ----- s ^ _ A ;d - _ ./ ----- Sri - 1tlllir d/ '� _ _... 1 - 5 E EDISON VENT �. ^ __-__, , _--_. ,e ___-_,_.-_- _____.- ,. _- .-._____ _ _ -_,. __ _- _ u Q,ISO ! _ - 01 >'; © EX. E VENT /13.y5 _01 f
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12 ! 9 441? i i 0516TH ST. 0 05A s/ 01+06 16TH ST. .>r __ _. - ..,,. __.._.. _..t -�.-._- r, ..__ y: _-_....-_ .V! .__ _ >c„ "____. Yl _.__�_.-__ __'-_.__ _ ._ ,aa, - era' ___ ... /�y�.>. ,. ! Si;`q� - tea. f' � 'Yf _ ..... -- a... _... . .:Y ,,. .:. L02+ C , 01 50� ., C c- ,-
02 VI > 02 r►- 13 113,: .r,K/A45/ E 02 N
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9 1 L --- 4p __� r, - ��- www.advantec-usa.com `IR 672012 CHECKED BY: R.C.E. 65272 EXP. DATE 09/30/27 D-,n Bar, CA917 RECOMMENDED BY: RECOMMEN D BY: PROJECT SA\ A\ TO\ I0 AVE\ LE AT 16t - STR -ET OF 3 SHEETS CIV - RECOMMENDED BY: DRAWING N0. � -, `' //'��o,,� gTF0F�uFo its' TRAFFIC SIG\ AL VODIFICATIO\ FLA\ ELEV. AR�1AND0 SOLI�Fe.E. 72012 DATE ENGINEERING STAFF LAN DEV OP ENT & TRANSPORTATION TS 70024

Page 412 of 1000 ends

4 of UX.

CITY OF UPLAND

BUDGET AMENDMENT
P - c tiP
-LIFo4v•
Date: 7/27/2026 Fiscal Year: FY26-27
Requested by: Charles Kwon Amount: $ -
Dept/Div: Finance Description: Dev CIP 16th St-San Antonio Ave Traffic Signal Improvement - DBX Inc

EXPENDITURES
Proposed
Account Number Dept/Account Description Adopted Budget Current Budget Amendment Amended Budget 2047500-5540-70024 Gas Tax/Traf Sig Improv - - 73,640.00 73,640.00 2047500-5541 Gas Tax/CIP Fund Pool 1,964,610.00 1,878,800.00 (73,640.00) 1,805,160.00 4237500-5540-70024 St&Traf/Traf Sig Improv - - 323,260.00 323,260.00 4237500-5540-85007 St&Traf/Traf Sig Upgrade - - 133,100.00 133,100.00 4237500-5541 Water/CIP Fund Pool 1,434,900.00 1,434,900.00 (456,360.00) 978,540.00 Total 3,399,510.00 3,313,700.00 - 3,313,700.00

REVENUES
Proposed
Account Number Account Description Adopted Budget Current Budget Amendment Amended Budget Total - - -
Fiscal Impact -
REASON/JUSTIFICATION (Please be specific)
❑ Reallocation of maintenance&operations to cover actual expense/encumbrances ❑ Estimated revenue adjustment for donations/other sources of revenue ❑ Appropriation line item adjustment to match funds received by grant, donations of other sources (deposit) ❑ Emergency purpose:

Description of Expense:

El Other- Explain:

AWARD OF CONSTRUCTION CONTRACT TO DBX, INC. FOR THE 16TH STREET AND SAN ANTONIO AVENUE TRAFFIC SIGNAL IMPROVEMENT

PROJECT
This request is directly related to:
❑ Purchase Requisition No. Vendor:

El Council Meeting action: 7/27/2026 (Attach copy of minutes) Increase Purchase Order# OR Requisition #

APPROVALS
Dept Head Approval: Date:

Deputy Director of Finance: Date:

Funds Available? ❑Yes ❑No
o Approved ❑ Denied
City Manager*: Date:
*Not required if approved by City Council
Comment:

Finance Division Only:

BA#: 01276004 Help Ticket#: N/A
Journal #: Initial/Date:

Revised:3/2024 Page 41 agthilK103 PM

4 OF
' •
UPt91

CALIFORNIA LEVINE ACT DISCLOSURE STATEMENT
=IF OPT
California Government Code Section 84308, commonly referred to as the "Levine Act," prohibits City Officers from participating in any action concerning a license, permit,other entitlement for use,franchise, or contract(collectively"license, permit,or contract")if they receive political contribution(s)from a party, or its agent(s), totaling more than $500 within the twelve (12) months before the proceeding, while a proceeding is pending, and for twelve (12) months following the date of a final decision in a proceeding.

As a party to a proceeding,you are also required to provide information below about contributions made by you, your agents on behalf of you or your organization, your organization subject to the proceeding with the City, and any organization you direct or control pursuant to the aggregation rules at FPPC Reg. § 18438.5, except for uncompensated officers of a nonprofit organization. This form is to be submitted to the City of Long Beach and is a public record. If you have any questions about this form, please contact your City representative for assistance.

1. Have you or your company,or any agent/board member on behalf of you or your company/entity,made any political contributions of more than $500 to any Upland City Council Member in the 12 months preceding the date of the submission of your proposal or application,or the anticipated date of any Council action?
YES If yes, please identify the Council Member(s):

X NO

2. Do you or your company/entity, or any agency on behalf of you or your company/entity, anticipate or plan to make any political contribution of more than $500 to any Upland City Council Member in the 12 months following any Council action related to your proposal or application? YES If yes, please identify the Council Member(s):

X NO
Answering yes to either of the two questions above does not preclude the Upland City Council from awarding a contract or approving an application or any subsequent action. It does, however, preclude the identified Council Member(s)from participating in any actions related to your proposal or application.

James C.Perry,
06/23/2026 � President/Secretary/Treasurer gnature of authorized individual
DBX, Inc.

Company/Applicant Name
(Levine Act definitions on reverse side)

Page 414 of 1000 ends

��U�� U�U��UU�� U�lF U��UU��U��U�� m~m~�oo�u. x�v�o ��v~�"��p�~p��o~u� _"u��ou~v�vu.omo ��u~oox�000��v�^" Term Definition Law
A proceeding bo gnant, deny, ravoko, oemthot, or modify m license, permit or other entitlement for use, that
does not solely involve purely ministerial decisions
and is:

Covered (1)Apo|iedforbvthopo�y�
° ` ' ' ' F�P(� �eq 184382(�)
pnm�me��m��" (2) Fonno|k/or informally requested by the party; or , (3)A contract between the agency and the party orm
franchisee granted bv the agency to the party, other
than m contract that iocompetitively bid, alabor
cmntnmct, ore personal employment contract.

Any person who files en application for, orimthe
Party subject of, 8 proceeding involving a license, permit, or Gov. Code B48O8(a)(1) other entitlement for use.

Any person who ie not a party but who actively
supports nr opposes a particular decision inm
proceeding involving m |icenoe, penmit, or other Gov. Code 841glLal U2 entitlement for use and who has o financial interest in Participant the decision.A person actively supports or opposes o FpPC Reg 18438.4 particular decision ina proceeding if that person
lobbies in person the officers or employees ufthe
agency,testifies in person before the agency, or
otherwise acts to influence officers of the agency.

A person who represents e party or participant for
compensation and appears before orotherwise
commnunioatamwith the govenmnmenta|agency for the AgentFPPC Reg 184383 purpose of influencing the pending proceeding. See
'
FPPC Reg 1843G.3 for exceptions for certain
consultants.
`
A contract required bv law bobe awarded to the lowest
responsible bidder with o responsive bid, or, |fthe
FPPCRag
Competitively Bid successful bidder refuses or fails to execute the 184382(a)(3)(A)
omn�ant.to the next|ovvestbidder vvithmresponsive
�
bid.

A contract or agreement reached through collective
bargaining or with e representative group regarding
Labor Contract
the salary, '
b�ne�ta or terms and conditions under an FPPC Reg employment or retirement policy for employees or 18438.2(e)(3)(B) retirees, including a project labor agreement entered
under Public Contract Code Section 25OO.

Personal '
A contract for onno|myment' including the terms and
Employment conditions ofemployment, between the agency and FPPCReq an agency ernp|oyeeAcontnactvvithnnindepend�nt 1��382(a)(3)((�)-(D) Contract ' '
contractor|m NOT a personal employment contract.

Page 415 ends

��°� °p`q� CITY
�r. .__� ... ]��/�: J/L//1 y �/'� "The City of Gracious Living" ''' 5
oid
DATE: July 27,2026
TO: MAYOR AND CITY COUNCIL
FROM: MICHAEL BLAY,CITY MANAGER
PREPARED BY:STEPHEN PARKER, CPA,ASSISTANT CITY MANAGER

STACI SULLIVAN,DEPUTY DIRECTOR OF FINANCE
SUBJECT: CONSIDER AUTHORIZING DELINQUENT WATER AND SEWER SERVICE CHARGES TO

BE COLLECTED ON THE TAX ROLL
RECOMMENDED ACTION:

It is recommended that the City Council conduct a public hearing, accept the report of delinquent water and sewer service charges,and authorize the delinquent charges to be placed on the tax roll.

GOAL STATEMENT
The proposed action supports the City's goal of managing the City's resources in a fiscally responsible and transparent manner.

BACKGROUND
On June 9, 2014, pursuant to Health & Safety Code Sections 5473 and 5473a, the City Council elected to have delinquent charges for water and sewer service collected on the property tax roll. Subsequently, on April 13, 2015, pursuant to Health&Safety Code Sections 5473 and 5473a,the City Council elected to have delinquent refuse service collected on the tax roll as a special assessment.Placing these delinquent charges on the property tax roll as a special assessment allows the City to recoup this revenue for services already provided.

ISSUES AND ANALYSIS
Each year, the City prepares a "Finance Manager's Lien Schedule" of all delinquent accounts due to the City, for placement on the property tax rolls pursuant to Sections 38790.1 and 25831 of the California Government Code.

Pursuant to Health&Safety Code Sections 5473 and 5473.11,this written report contains the amount of all delinquent water,sewer and refuse service accounts that have been unpaid for at least 60 days and a description of each parcel of real property with such an account. This year,a total of 263 delinquent water and sewer accounts were identified.

Notification of the public hearing and the City's intent to place the delinquent account balance on the tax roll was sent by mail on July 6,2026,and was published in the Inland Valley Daily Bulletin on July 10 and 17,2026.This provided the property owner with the opportunity to pay the delinquent charges or provide proof that the delinquent account balance was incurred before acquiring the property.

As of the publication date of this report,the total due on the 219 remaining delinquent accounts is$275,709.76,with the following account breakout: 208 Single Family Residential, eight (8) Multi-Family Residential and three (3) Commercial. A detail of all delinquent accounts is included in the attached Finance Manager's Lien Schedule. A final list will be created,after applying any payments,credits and other adjustments received by close of business on August 3, 2026. All accounts still delinquent after that date will be submitted to the County Auditor-Controller's Office on August 7, 2026, in order to be placed on the County property tax rolls for collection. All amounts collected by the County will subsequently be remitted to the City.

ENVIRONMENTAL DETERMINATION
The proposed action is not subject to the California Environmental Quality Act(CEQA). Section 15378 of the CEQA Guidelines defines a project subject to CEQA. The proposed action is not included within the definition of a"project" and thus is exempt.

FISCAL IMPACTS
As of the publication date of this report, staff is presenting 219 accounts with delinquent amounts outstanding for water and sewer and fees for a total of$275,709.76. San Bernardino County charges a$0.30 per utility processing fee

Page 416 of 1000 ends

and the City charges an administrative fee of$84.00(per Resolution No. 6742) on each property to offset the City's cost, as well as the County fee for processing submitted assessments. Including fees, the total assessment is $294,232.06.

ALTERNATIVES
Provide alternative direction to staff.

CEQA:Not a Project.

Page 417 of 1000 ends

Finance Manager's Lien Schedule
-- # Service Address Parcel# Water Sewer San Bernardino County Lien Assessment Filing Fee Account Total - (Processing Fee) (Administrative Recording Fee) - 1 301-0191.12 171 S FERN AVE 1046-611-26-0000 $ 424.18 $ - $ 173.25 $ 0.30 $ 84.00 $ 681.73 2 301-0226.08 298 EUCLID PL 1046-612-06-0000 $ 439.54 $ 441.85 $ 141.75 $ 0.60 $ 84.00 $ 1,107.74 3 301-1036.39 358 ORCHARD LN 1047-045-02-0000 $ 997.64 $ 441.85 $ 173.25 $ 0.60 $ 84.00 $ 1,697.34 4 301-3221.26 294 WHITE AVE 1047-054-01-0000 $ 584.71 $ 441.85 $ 173.25 $ 0.60 $ 84.00 $ 1,284.41 5 301-3361.64 339 ORCHARD LN 1047-044-05-0000 $ 593.28 $ 441.85 $ 173.25 $ 0.60 $ 84.00 $ 1,292.98 6 305-0103.12 272 W 7TH ST 1047-261-12-0000 $ 336.24 $ 222.42 $ 47.25 $ 0.60 $ 84.00 $ 690.51 7 305-0314.48 429 SHASTA WAY 1047-272-24-0000 $ 134.48 $ 148.28 $ 31.50 $ 0.60 $ 84.00 $ 398.86 8 305-1586.29 325 VERDUGO WAY 1047-032-03-0000 $ 693.21 $ 296.56 $ 78.75 $ 0.60 $ 84.00 $ 1,153.12 9 305-1591.03 335 VERDUGO WAY 1047-032-04-0000 $ 316.11 $ 222.42 $ 55.09 $ 0.60 $ 84.00 $ 678.22 10 305-1921.46 536 W 8TH ST 1047-024-41-0000 $ 1,278.84 $ 441.85 $ 173.25 $ 0.60 $ 84.00 $ 1,978.54 11 305-2223.09 628 MOONSTONE CT 1046-641-14-0000 $ 1,727.00 $ 457.54 $ 157.50 $ 0.60 $ 84.00 $ 2,426.64 12 307-0373.32 820 W 7TH ST 1047-293-05-0000 $ 1,015.40 $ 441.85 $ 173.25 $ 0.60 $ 84.00 $ 1,715.10 13 311-0121.36 126 MASON WAY 1007-552-03-0000 $ 621.08 $ 441.85 $ 173.25 $ 0.60 $ 84.00 $ 1,320.78 14 311-2101.53 904 BENNINGTON ST 1047-012-01-0000 $ 1,148.56 $ 441.85 $ 173.25 $ 0.60 $ 84.00 $ 1,848.26 15 311-2171.69 277 S SAN ANTONIO AVE 1047-011-16-0000 $ 230.38 $ 222.42 $ 47.25 $ 0.60 $ 84.00 $ 584.65 16 311-2219.31 268 AUSTIN WAY 1047-011-39-0000 $ 188.86 $ 115.25 $ 15.75 $ 0.60 $ 84.00 $ 404.46 17 311-2455.31 376 BIXBY WAY 1047-012-17-0000 $ 80.84 $ 74.14 $ - $ 0.60 $ 84.00 $ 239.58 18 311-2727.34 1068 HAMPDEN CT 1008-122-08-0000 $ 698.18 $ 381.52 $ 325.25 $ 0.60 $ 84.00 $ 1,489.55 19 315-0307.15 1416 PRIMROSE ST 1007-612-24-0000 $ 1,693.85 $ 296.56 $ 103.75 $ 0.60 $ 84.00 $ 2,178.76 20 319-0141.33 91 W 9TH ST 1046-361-15-0000 $ 1,297.88 $ 841.00 $ 376.00 $ 0.60 $ 84.00 $ 2,599.48 21 319-2986.72 529 W 9TH ST 1046-351-63-0000 $ 517.84 $ 309.32 $ 173.25 $ 0.60 $ 84.00 $ 1,085.01 22 319-3130.15 105 N VALLEJO WAY 1046-631-10-0000 $ 381.78 $ 222.42 $ 47.25 $ 0.60 $ 84.00 $ 736.05 23 319-3178.18 194 LUCERNE WAY 1046-631-39-0000 $ 463.51 $ 316.34 $ 94.50 $ 0.60 $ 84.00 $ 958.95 24 325-1061.96 360 N CENTRAL AVE 1007-441-02-0000 $ 188.48 $ - $ 47.25 $ 0.30 $ 84.00 $ 320.03 25 325-1736.14 313 HERVEY AVE 1007-442-23-0000 $ 198.83 $ 148.28 $ 47.25 $ 0.60 $ 84.00 $ 478.96 26 325-2338.53 451 CORTE ROJO 1007-481-33-0000 $ 554.56 $ 257.76 $ 94.50 $ 0.60 $ 84.00 $ 991.42 27 325-3056.07 1555 CORTE SANTANA 1007-482-06-0000 $ 469.05 $ 308.28 $ 173.25 $ 0.60 $ 84.00 $ 1,035.18 28 329-3195.37 970 W ARROW HWY B 1007-541-74-0000 $ 338.19 $ 103.80 $ 47.25 $ 0.60 $ 84.00 $ 573.84 29 333-0116.14 825 N EUCLID AVE 1046-041-03-0000 $ 434.11 $ 165.29 $ 47.25 $ 0.60 $ 84.00 $ 731.25 30 333-0286.29 595 N EUCLID AVE 1046-282-14-0000 $ 543.37 $ 222.42 $ 63.00 $ 0.60 $ 84.00 $ 913.39 31 333-1206.24 738 N QUINCE AVE 1046-294-11-0000 $ 1,251.12 $ 440.36 $ 173.25 $ 0.60 $ 84.00 $ 1,949.33 32 341-0346.24 1055 W ARROW HWY 1007-202-05-0000 $ 437.22 $ 222.42 $ 47.25 $ 0.60 $ 84.00 $ 791.49 33 341-0883.98 718 SILVERWOOD AVE 1007-221-12-0000 $ 935.22 $ 296.04 $ 110.25 $ 0.60 $ 84.00 $ 1,426.11 34 341-0884.38 740 SILVERWOOD AVE 1007-221-13-0000 $ 266.73 $ 148.28 $ 47.25 $ 0.60 $ 84.00 $ 546.86 35 341-0993.64 1415 W ARROW HWY 1007-243-02-0000 $ 561.65 $ 352.82 $ 341.00 $ 0.60 $ 84.00 $ 1,340.07 36 341-1783.50 1466 WINN DR 1007-242-08-0000 $ 464.90 $ 296.04 $ 113.75 $ 0.60 $ 84.00 $ 959.29 37 341-1982.40 651 REDWOOD AVE 1007-233-09-0000 $ 500.55 $ 280.54 $ 94.50 $ 0.60 $ 84.00 $ 960.19 38 341-4618.15 732 BIRCH AVE 1007-193-24-0000 $ 490.56 $ 226.07 $ 63.00 $ 0.60 $ 84.00 $ 864.23 39 341-4884.26 669 N SAN ANTONIO AVE 1046-321-44-0000 $ 480.71 $ 222.42 $ 47.25 $ 0.60 $ 84.00 $ 834.98 40 341-4886.24 665 N SAN ANTONIO AVE 1046-321-45-0000 $ 804.14 $ 222.42 $ 47.25 $ 0.60 $ 84.00 $ 1,158.41 41 341-4896.17 845 LINDEN CT 1046-321-30-0000 $ 1,051.06 $ 324.11 $ 126.00 $ 0.60 $ 84.00 $ 1,585.77 42 351-0496.62 806 SILVERWOOD AVE 1007-141-02-0000 $ 325.70 $ - $ 15.75 $ 0.30 $ 84.00 $ 425.75 43 351-1881.15 1266 W FOOTHILL BLVD 1007-131-05-0000 $ 9,847.53 $ 10,127.66 $ 315.00 $ 0.60 $ 84.00 $ 20,374.79 351-1929.55 1234 W FOOTHILL BLVD
44 355-2441.16 1291 N VALLEJO WAY 1045-591-13-0000 $ 379.01 $ 296.04 $ 110.25 $ 0.60 $ 84.00 $ 869.90 45 355-2491.33 1196 N VALLEJO WAY 1045-591-25-0000 $ 223.40 $ 74.14 $ 31.50 $ 0.60 $ 84.00 $ 413.64

Page 418 of 1000 ends

Finance Manager's Lien Schedule
# Service AddressMili. Sewer Fees San Bernardino County Lien Assessment Filing Fee-- Account Total (Processing Fee) (Administrative Recording Fee)
46 355-2546.67 1199 N UKIAH WAY 1045-591-36-0000 $ 1,168.26 $ 368.20 $ 110.25 $ 0.60 $ 84.00 $ 1,731.31 47 355-2936.07 1193 N LAUREL AVE 1045-561-14-0000 $ 894.52 $ 222.42 $ 63.00 $ 0.60 $ 84.00 $ 1,264.54 48 361-0860.22 1150 MOLLY CT 1006-442-06-0000 $ 813.51 $ 440.36 $ 173.25 $ 0.60 $ 84.00 $ 1,511.72 49 361-1613.18 1386 N TULARE WAY 1045-323-09-0000 $ 2,315.68 $ 440.36 $ 173.25 $ 0.60 $ 84.00 $ 3,013.89 50 361-3618.18 1477 MULBERRY AVE 1006-161-09-0000 $ 88.56 $ 30.34 $ 15.75 $ 0.60 $ 84.00 $ 219.25 51 361-5688.87 1422 N SAN ANTONIO AVE 1045-292-38-0000 $ 164.22 $ 48.71 $ 15.75 $ 0.60 $ 84.00 $ 313.28 52 361-6186.02 992 WESTRIDGE CT 1006-161-34-0000 $ 526.70 $ 440.36 $ 173.25 $ 0.60 $ 84.00 $ 1,224.91 53 363-0312.27 1402 W 14TH ST 1006-411-46-0000 $ 616.40 $ 296.04 $ 110.25 $ 0.60 $ 84.00 $ 1,107.29 54 363-1956.56 1340 BARK CIR 1006-201-61-0000 $ 583.85 $ 351.64 $ 241.00 $ 0.60 $ 84.00 $ 1,261.09 55 365-2876.50 1437 LEAF CIR 1006-221-50-0000 $ 625.46 $ 296.04 $ 110.25 $ 0.60 $ 84.00 $ 1,116.35 56 365-2890.24 1450 LEMON GROVE DR 1006-221-38-0000 $ 131.27 $ 0.76 $ 15.75 $ 0.60 $ 84.00 $ 232.38 57 365-3261.03 1518 DENHAM DR 1006-231-28-0000 $ 709.70 $ 296.04 $ 113.75 $ 0.60 $ 84.00 $ 1,204.09 58 381-2069.02 1612 SHAW PL 1005-482-16-0000 $ 239.10 $ 148.28 $ 47.25 $ 0.60 $ 84.00 $ 519.23 59 381-3144.02 1716 AMARANTHUS TREE PL 1005-501-32-0000 $ 915.57 $ 440.85 $ 173.25 $ 0.60 $ 84.00 $ 1,614.27 60 381-3354.02 1780 PALMETTO TREE PL 1005-503-52-0000 $ 87.97 $ - $ - $ 0.30 $ 84.00 $ 172.27 61 381-3474.02 1665 YARROW PL 1005-502-20-0000 $ 775.02 $ 440.85 $ 173.25 $ 0.60 $ 84.00 $ 1,473.72 62 383-1891.49 1528 COLUMBINE WAY 1045-042-13-0000 $ 1,601.78 $ 368.20 $ 141.75 $ 0.60 $ 84.00 $ 2,196.33 63 383-3363.32 1558 O'MALLEY AVE 1006-144-16-0000 $ 1,003.72 $ 440.36 $ 173.25 $ 0.60 $ 84.00 $ 1,701.93 64 383-3391.51 1541 O'MALLEY AVE 1006-141-20-0000 $ 124.59 $ - $ - $ 0.30 $ 84.00 $ 208.89 65 383-3967.14 1527 FAIRWOOD WAY 1006-102-14-0000 $ 739.35 $ 440.36 $ 173.25 $ 0.60 $ 84.00 $ 1,437.56 66 383-4122.24 1502 CLOVERDALE AVE 1006-081-22-0000 $ 1,938.48 $ 343.36 $ 341.00 $ 0.60 $ 84.00 $ 2,707.44 67 383-7312.33 1592 BRENTWOOD AVE 1006-082-02-0000 $ 231.72 $ 74.14 $ 31.50 $ 0.60 $ 84.00 $ 421.96 68 383-7354.47 1577 LAKEWOOD WAY 1006-092-18-0000 $ 2,328.45 $ 368.20 $ 141.75 $ 0.60 $ 84.00 $ 2,923.00 69 385-1540.15 1672 GLENWOOD AVE 1005-431-60-0000 $ 918.60 $ 440.85 $ 173.25 $ 0.60 $ 84.00 $ 1,617.30 70 385-1604.20 1537 HAZEL CT 1005-431-18-0000 $ 1,357.46 $ 368.69 $ 126.00 $ 0.60 $ 84.00 $ 1,936.75 71 385-2200.22 1582 MIMOSA CT 1005-441-64-0000 $ 3,931.12 $ 440.85 $ 173.25 $ 0.60 $ 84.00 $ 4,629.82 72 385-3562.04 1576 CLARK ST 1005-291-44-0000 $ 741.50 $ 148.28 $ 31.50 $ 0.60 $ 84.00 $ 1,005.88 73 385-3809.06 1579 RESORT ST 1005-191-60-0000 $ 1,510.48 $ 440.85 $ 173.25 $ 0.60 $ 84.00 $ 2,209.18 74 385-3900.06 1581 EVERGREEN DR 1005-061-29-0000 $ 643.71 $ 296.53 $ 94.50 $ 0.60 $ 84.00 $ 1,119.34 75 385-4749.02 1757 W ANDES DR 1005-452-58-0000 $ 435.83 $ 440.85 $ 173.25 $ 0.60 $ 84.00 $ 1,134.53 76 387-0459.69 1697 N MOUNTAIN AVE D 1005-401-35-0000 $ 189.46 $ 51.90 $ 15.75 $ 0.60 $ 84.00 $ 341.71 77 387-1157.24 1780 WILSON AVE 1005-321-09-0000 $ 761.98 $ 440.85 $ 173.25 $ 0.60 $ 84.00 $ 1,460.68 78 387-1161.62 1788 WILSON AVE 1005-321-11-0000 $ 787.54 $ 513.01 $ 189.00 $ 0.60 $ 84.00 $ 1,574.15 79 387-1330.28 1805 PALOMINO AVE 1005-161-52-0000 $ 868.69 $ 440.85 $ 173.25 $ 0.60 $ 84.00 $ 1,567.39 80 387-1338.15 1831 PALOMINO AVE 1005-161-48-0000 $ 974.96 $ 222.42 $ 63.00 $ 0.60 $ 84.00 $ 1,344.98 81 387-4080.22 1312 ROCKDALE ST 1005-071-25-0000 $ 586.04 $ 296.53 $ 63.00 $ 0.60 $ 84.00 $ 1,030.17 82 387-5010.19 1301 W 19TH ST 1005-071-05-0000 $ 602.54 $ 148.28 $ 47.25 $ 0.60 $ 84.00 $ 882.67 83 395-0630.37 1248 BROOKDALE DR 1004-301-06-0000 $ 193.43 $ 111.91 $ 31.50 $ 0.60 $ 84.00 $ 421.44 84 395-0685.12 2066 STONEBROOK LN 1004-291-13-0000 $ 675.02 $ 440.85 $ 173.25 $ 0.60 $ 84.00 $ 1,373.72 85 395-1872.15 2140 E SUNRISE CIR 1004-211-49-0000 $ 1,958.35 $ 440.85 $ 156.73 $ 0.60 $ 84.00 $ 2,640.53 86 395-1889.20 1362 N SUNRISE CIR 1004-211-77-0000 $ 869.08 $ 440.85 $ 141.75 $ 0.60 $ 84.00 $ 1,536.28 87 395-3066.09 2265 LOBELIA AVE 1004-111-24-0000 $ 308.78 $ 148.28 $ 47.25 $ 0.60 $ 84.00 $ 588.91 88 395-3745.11 2279 WISTERIA AVE 1004-111-39-0000 $ 1,042.46 $ 440.85 $ 173.25 $ 0.60 $ 84.00 $ 1,741.16 89 395-3780.25 1435 MARIGOLD ST 1004-111-32-0000 $ 935.08 $ 222.42 $ 47.25 $ 0.60 $ 84.00 $ 1,289.35 90 395-4556.12 1349 BROOKSIDE CT 1004-301-55-0000 $ 593.46 $ 296.53 $ 63.00 $ 0.60 $ 84.00 $ 1,037.59 91 395-5085.07 1313 CLOVERBROOK LN 1004-291-59-0000 $ 783.68 $ 222.42 $ 47.25 $ 0.60 $ 84.00 $ 1,137.95

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Finance Manager's Lien Schedule
-- # Service Address Parcel# Water Sewer Fees San Bernardino County Lien Assessment Filing Fee Account Total (Processing Fee) (Administrative Recording Fee)- - 92 395-7264.16 1250 MALLORCA ST 1004-061-36-0000 $ 440.30 $ 161.65 $ 31.50 $ 0.60 $ 84.00 $ 718.05 93 511-1460.07 251 TENNYSON ST 1043-032-02-0000 $ 1,271.50 $ 148.28 $ 31.50 $ 0.60 $ 84.00 $ 1,535.88 94 511-1913.16 2314 N SAN ANTONIO AVE 1043-023-14-0000 $ 389.27 $ 148.28 $ 47.25 $ 0.60 $ 84.00 $ 669.40 95 521-0151.32 2215 N EUCLID AVE 1043-241-41-0000 $ 2,498.25 $ 368.69 $ 126.00 $ 0.60 $ 84.00 $ 3,077.54 96 521-1476.14 2227 ALBRIGHT AVE 1043-271-18-0000 $ 758.94 $ 222.42 $ 63.00 $ 0.60 $ 84.00 $ 1,128.96 97 521-2200.24 258 W 22ND ST 1043-321-05-0000 $ 1,554.90 $ 351.63 $ 110.25 $ 0.60 $ 84.00 $ 2,101.38 98 521-4175.28 1018 JEFFERSON ST 1004-241-12-0000 $ 293.64 $ 161.65 $ 31.50 $ 0.60 $ 84.00 $ 571.39 99 521-4276.23 1151 DEBORAH ST 1004-231-45-0000 $ 5,169.46 $ 513.01 $ 198.25 $ 0.60 $ 84.00 $ 5,965.32 100 521-4318.12 2127 ERIN AVE 1004-241-46-0000 $ 879.83 $ 148.28 $ 47.25 $ 0.60 $ 84.00 $ 1,159.96 101 531-0608.33 2077 O'MALLEY WAY 1004-271-21-0000 $ 683.12 $ 222.42 $ 63.00 $ 0.60 $ 84.00 $ 1,053.14 102 531-2070.59 2055 N PALM AVE 1043-522-08-0000 $ 1,288.72 $ 148.28 $ 47.25 $ 0.60 $ 84.00 $ 1,568.85 103 531-2082.14 2003 N PALM AVE 1043-531-18-0000 $ 657.69 $ 440.85 $ 173.25 $ 0.60 $ 84.00 $ 1,356.39 104 531-3906.25 531 W 20TH ST 1043-541-14-0000 $ 237.38 $ - $ - $ 0.30 $ 84.00 $ 321.68 105 531-4018.03 1690 W 20TH ST 1044-012-07-0000 $ 985.69 $ 148.28 $ 47.25 $ 0.60 $ 84.00 $ 1,265.82 106 531-4078.03 711 KENWOOD ST 1044-012-13-0000 $ 428.31 $ 74.14 $ 15.75 $ 0.60 $ 84.00 $ 602.80 107 531-6079.04 497 KENWOOD ST 1044-041-10-0000 $ 1,082.03 $ 296.53 $ 94.50 $ 0.60 $ 84.00 $ 1,557.66 108 531-6082.04 1591 KENW0OD ST 1044-041-13-0000 $ 2,267.76 $ 440.85 $ 126.00 $ 0.60 $ 84.00 $ 2,919.21 109 541-0379.13 1917 PALM WAY 1044-061-29-0000 $ 773.63 $ 222.42 $ 63.00 $ 0.60 $ 84.00 $ 1,143.65 110 541-0846.13 1942 COOLCREST WAY 1005-121-09-0000 $ 421.85 $ 440.85 $ 173.25 $ 0.60 $ 84.00 $ 1,120.55 111 541-2001.32 11891 N EUCLID AVE 1044-281-03-0000 $ 904.00 $ 440.85 $ 173.25 $ 0.60 $ 84.00 $ 1,602.70 112 541-3478.16 1183 EILEEN CT 1005-151-28-0000 $ 1,035.78 $ 222.42 $ 47.25 $ 0.60 $ 84.00 $ 1,390.05 113 541-7124.13 1080 W BUFFINGTON ST 1005-142-07-0000 $ 372.05 $ 222.42 $ 47.25 $ 0.60 $ 84.00 $ 726.32 114 541-7486.24 1764 ERIN AVE 1005-344-03-0000 $ 57.11 $ - $ - $ 0.30 $ 84.00 $ 141.41 115 541-7529.03 780 CORAL TREE WAY 1044-032-27-0000 $ 1,255.32 $ 148.28 $ 31.50 $ 0.60 $ 84.00 $ 1,519.70 116 541-7538.05 1884 LIVE OAK WAY 1044-032-22-0000 $ 1,225.92 $ 368.69 $ 110.25 $ 0.60 $ 84.00 $ 1,789.46 117 551-0103.03 11615 N LAUREL AVE 1044-561-11-0000 $ 486.43 $ 74.14 $ 15.75 $ 0.60 $ 84.00 $ 660.92 118 551-0558.27 848 VIA MARIA 1044-602-72-0000 $ 1,112.95 $ 296.56 $ 94.50 $ 0.60 $ 84.00 $ 1,588.61 119 551-1240.01 1662 N SAN ANTONIO AVE 1044-592-18-0000 $ 789.06 $ 441.33 $ 173.25 $ 0.60 $ 84.00 $ 1,488.24 120 591-0969.12 18758 VISTA PL 1007-653-08-0000 $ 51.44 $ - $ 15.75 $ 0.30 $ 84.00 $ 151.49 121 591-1124.16 143 SIERRA PL 1007-642-15-0000 $ 209.76 $ - $ 47.25 $ 0.30 $ 84.00 $ 341.31 122 591-4206.04 2312 APPLE CT 1007-032-46-0000 $ 612.58 $ 441.33 $ 173.25 $ 0.60 $ 84.00 $ 1,311.76 123 591-4518.02 2265 APPLE CT 1007-032-32-0000 $ 523.53 $ 441.33 $ 157.50 $ 0.60 $ 84.00 $ 1,206.96 124 602-0281.47 373 S 1ST AVE 1047-071-22-0000 $ 771.82 $ 369.17 $ 110.25 $ 0.60 $ 84.00 $ 1,335.84 125 602-0371.11 263 S 1ST AVE 1047-061-20-0000 $ 1,026.56 $ 441.33 $ 157.50 $ 0.60 $ 84.00 $ 1,709.99 126 602-0566.06 1270 S 1ST AVE 1047-062-04-0000 $ 376.52 $ 207.60 $ 31.50 $ 0.60 $ 84.00 $ 700.22 127 602-1036.24 312 S 2ND AVE 1047-073-13-0000 $ 433.50 $ 441.33 $ 173.25 $ 0.60 $ 84.00 $ 1,132.68 128 602-1556.26 295 S SULTANA AVE 1047-064-24-0000 $ 856.44 $ 296.56 $ 78.75 $ 0.60 $ 84.00 $ 1,316.35 129 602-1871.19 1560 E 7TH ST 1047-221-11-0000 $ 613.17 $ 296.56 $ 94.50 $ 0.60 $ 84.00 $ 1,088.83 1 130 602-2419.13 101 ROYAL WAY 1046-574-67-0000 $ 2,111.42 $ 308.96 $ 173.25 $ 0.60 $ 84.00 $ 2,678.23 131 602-2425.06 109 ROYAL WAY 1046-574-69-0000 $ 676.57 $ 253.46 $ 325.25 $ 0.60 $ 84.00 $ 1,339.88 132 604-1086.21 1879 RAYMOND ST 1047-102-01-0000 $ 859.08 $ 361.69 $ 110.25 $ 0.60 $ 84.00 $ 1,415.62 1 133 604-1155.55 208 S CAMPUS AVE 1047-102-15-0000 $ 1,111.06 $ 617.91 $ 157.50 $ 0.60 $ 84.00 $ 1,971.07 134 604-1231.20 994 E 8TH ST 1047-103-36-0000 $ 67.74 $ 74.14 $ 15.75 $ 0.60 $ 84.00 $ 242.23 135 604-1521.28 1 649 E 8TH ST 1046-571-08-0000 $ 527.24 $ 421.41 $ 47.25 $ 0.60 $ 84.00 $ 1,080.50 136 604-1726.34 616 RAYMOND ST 1047-091-38-0000 $ 428.82 $ 388.09 $ 341.00 $ 0.60 $ 84.00 $ 1,242.51 137 604-1731.21 624 RAYMOND ST 1047-091-39-0000 $ 1,790.32 $ 441.33 $ 173.25 $ 0.60 $ 84.00 $ 2,489.50

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Finance Manager's Lien Schedule
# Sewer Fees San Bernardino County Lien Assessment Filing Fee-- Account Total (Processing Fee) (Administrative Recording Fee)
138 604-2071.18 629 E 7TH ST 1047-084-21-0000 $ 368.09 $ 296.56 $ 78.75 $ 0.60 $ 84.00 $ 828.00 139 604-2471.02 176 5 HERITAGE WAY 1046-551-38-0000 $ 1,873.24 $ 441.33 $ 173.25 $ 0.60 $ 84.00 $ 2,572.42 140 604-2493.02 367 PATRIOT CIR 1047-121-51-0000 $ 200.42 $ 201.19 $ 47.25 $ 0.60 $ 84.00 $ 533.46 141 608-0411.05 233 N 2ND AVE 1046-402-18-0000 $ 69.32 $ 24.46 $ - $ 0.60 $ 84.00 $ 178.38 142 608-1203.26 591 E 9TH ST 593 1046-433-14-0000 $ 306.42 $ 415.20 $ 110.25 $ 0.60 $ 84.00 $ 916.47 1 143 608-1356.71 472 E ARROW HWY 1046-421-38-0000 $ 482.18 $ 369.17 $ 126.00 $ 0.60 $ 84.00 $ 1,061.95 144 610-0106.60 604 E ARROW HWY 1046-431-11-0000 $ 309.37 $ 222.42 $ 63.00 $ 0.60 $ 84.00 $ 679.39 145 610-0698.07 251 N 11TH AVE 1046-454-14-0000 $ 1,470.69 $ 148.28 $ 56.50 $ 0.60 $ 84.00 $ 1,760.07 146 610-1043.22 269 N CAMPUS AVE 1046-432-06-0000 $ - $ 155.70 $ - $ 0.30 $ 84.00 $ 240.00 147 610-1151.74 618 E 9TH ST 1046-562-06-0000 $ 259.20 $ 296.56 $ 94.50 $ 0.60 $ 84.00 $ 734.86 148 610-1416.18 936 E 9TH ST 1046-541-12-0000 $ 874.51 $ 441.33 $ 173.25 $ 0.60 $ 84.00 $ 1,573.69 149 614-0056.08 447 N 12TH AVE 1046-471-14-0000 $ 1,065.20 $ - $ 173.25 $ 0.30 $ 84.00 $ 1,322.75 150 614-0066.32 1150 E ARROW HWY 1046-471-11-0000 $ 235.39 $ 222.42 $ 63.00 $ 0.60 $ 84.00 $ 605.41 151 614-0581.06 1476 SALINA ST 1046-491-22-0000 $ - $ 11.25 $ - $ 0.30 $ 84.00 $ 95.55 152 614-1628.09 1387 E 9TH ST 1046-493-08-0000 $ 827.17 $ 441.33 $ 173.25 $ 0.60 $ 84.00 $ 1,526.35 153 618-0736.31 669 N 3RD AVE 1046-263-11-0000 $ 360.22 $ 264.64 $ 78.75 $ 0.60 $ 84.00 $ 788.21 154 618-1401.08 571 E ARROW HWY 1046-223-19-0000 $ 112.48 $ 171.54 $ 31.50 $ 0.60 $ 84.00 $ 400.12 155 618-1591.56 671 N CAMPUS AVE 1046-225-08-0000 $ 160.16 $ 148.28 $ 47.25 $ 0.60 $ 84.00 $ 440.29 156 622-0141.70 610 N CMAPUS AVE 1046-201-01-0000 $ 1,385.13 $ 369.17 $ 126.00 $ 0.60 $ 84.00 $ 1,964.90 157 622-0641.04 971 E ARROW HWY 1046-214-08-0000 $ 526.70 $ 441.33 $ 173.25 $ 0.60 $ 84.00 $ 1,225.88 158 622-0642.58 955 E ARROW HWY 1046-214-09-0000 $ 36.72 $ - $ 15.75 $ 0.30 $ 84.00 $ 136.77 159 622-0681.97 845 N 11TH AVE 1046-114-24-0000 $ 324.52 $ 148.28 $ 47.25 $ 0.60 $ 84.00 $ 604.65 160 626-0206.22 826 N 1ST AVE 1046-061-24-0000 $ 884.41 $ 585.65 $ 220.50 $ 0.60 $ 84.00 $ 1,775.16 161 626-0381.49 229 MESA CT 1046-073-09-0000 $ 811.79 $ 296.56 $ 94.50 $ 0.60 $ 84.00 $ 1,287.45 162 626-0391.15 269 MESA CT 1046-073-07-0000 $ 384.86 $ 222.42 $ 47.25 $ 0.60 $ 84.00 $ 739.13 163 626-1316.24 601 E 11TH ST 1046-091-34-0000 $ 449.81 $ 308.96 $ 173.25 $ 0.60 $ 84.00 $ 1,016.62 164 626-1450.05 445 E 11TH ST 1046-082-47-0000 $ 981.91 $ 441.33 $ 173.25 $ 0.60 $ 84.00 $ 1,681.09 165 630-0358.37 1191 N 3RD AVE 1045-541-39-0000 $ 1,269.16 $ 441.33 $ 173.25 $ 0.60 $ 84.00 $ 1,968.34 166 630-0476.06 1249 WINSTON CT 1045-531-14-0000 $ 17.36 $ 74.14 $ 15.75 $ 0.60 $ 84.00 $ 191.85 167 630-0566.07 1293 N 5TH AVE 1045-531-31-0000 $ 232.17 $ 148.28 $ 47.25 $ 0.60 $ 84.00 $ 512.30 168 630-0608.03 1081 N 5TH AVE 1045-524-12-0000 $ 761.80 $ 296.56 $ 63.00 $ 0.60 $ 84.00 $ 1,205.96 169 630-0626.22 473 WEST ST 1045-523-02-0000 $ 584.95 $ 441.33 $ 173.25 $ 0.60 $ 84.00 $ 1,284.13 I 170 630-0646.05 425 WEST ST 1045-523-05-0000 $ 5.20 $ 74.14 $ 15.75 $ 0.60 $ 84.00 $ 179.69 171 632-0129.15 1249 N 13TH AVE 1045-491-19-0000 $ 547.67 $ 441.33 $ 173.25 $ 0.60 $ 84.00 $ 1,246.85 172 634-0361.27 1300 N GROVE AVE 1045-451-01-0000 $ 365.89 $ 369.17 $ 94.50 $ 0.60 $ 84.00 $ 914.16 173 634-0376.28 1313 N GROVE AVE 1045-453-14-0000 $ 928.56 $ 441.33 $ 173.25 $ 0.60 $ 84.00 $ 1,627.74 174 634-0576.86 1196 MONTE VERDE AVE 1045-462-15-0000 $ 2,362.68 $ 441.33 $ 173.25 $ 0.60 $ 84.00 $ 3,061.86 175 634-0896.32 1455 FELICITA CT 1045-443-20-0000 $ 439.04 $ 441.33 $ 157.50 $ 0.60 $ 84.00 $ 1,122.47 I 1 176 634-0946.90 1468 E 14TH ST 1045-174-06-0000 $ 187.38 $ 148.28 $ 47.25 $ 0.60 $ 84.00 $ 467.51 177 638-1077.21 1069 VIEW POINT ST 1044-623-05-0000 $ 443.67 $ 369.17 $ 126.00 $ 0.60 $ 84.00 $ 1,023.44 178 640-0791.04 1361 WINSTON CT 1045-382-08-0000 $ 894.79 $ 441.85 $ 173.25 $ 0.60 $ 84.00 $ 1,594.49 179 640-0965.76 1363 N 5TH AVE 1045-381-08-0000 $ 549.38 $ 296.56 $ 78.75 $ 0.60 $ 84.00 $ 1,009.29 180 642-0036.34 1342 N 13TH AVE 1045-421-08-0000 $ - $ 36.44 $ - $ 0.30 $ 84.00 $ 120.74 181 642-0311.46 1215 DICKENSON CT 1045-431-15-0000 $ 651.50 $ 236.98 $ 63.00 $ 0.60 $ 84.00 $ 1,036.08 182 642-0366.32 1184 CAMDEN CT 1045-423-09-0000 $ 1,020.23 $ 441.85 $ 173.25 $ 0.60 $ 84.00 $ 1,719.93 183 642-0491.32 1380 DARLINGTON AVE 1045-431-06-0000 $ 1,505.20 $ 441.85 $ 173.25 $ 0.60 $ 84.00 $ 2,204.90

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Finance Manager's Lien Schedule
Service Address Parcel# Water Sewer Fees San Bernardino County Lien Assessment Filing Fee Account Total (Processing Fee) (Administrative Recording Fee)
-
184 642-0545.33 1373 DARLINGTON AVE 1045-413-13-0000 $ 1,040.79 $ 441.85 $ 173.25 $ 0.60 $ 84.00 $ 1,740.49 185 642-0593.82 1373 EDGEFIELD AVE 1045-412-04-0000 $ 230.41 $ 222.42 $ 47.25 $ 0.60 $ 84.00 $ 584.68 186 642-0615.37 1046 EDGEFIELD AVE 1045-412-15-0000 $ 554.66 $ 441.85 $ 173.25 $ 0.60 $ 84.00 $ 1,254.36 187 644-0136.18 1431 N 1ST AVE 1045-251-26-0000 $ 454.75 $ 222.42 $ 47.25 $ 0.60 $ 84.00 $ 809.02 188 644-0607.25 1458 N 6TH AVE 1045-234-01-0000 $ 772.70 $ 369.69 $ 110.25 $ 0.60 $ 84.00 $ 1,337.24 189 644-0608.25 1454 N 6TH AVE 1045-223-10-0000 $ 209.74 $ 222.42 $ 31.50 $ 0.60 $ 84.00 $ 548.26 190 644-0956.26 1482 FRANCIS AVE 1045-233-04-0000 $ 806.31 $ 296.56 $ 78.75 $ 0.60 $ 84.00 $ 1,266.22 191 646-0080.20 1279 DORIAN CT 1045-432-40-0000 $ 946.98 $ 441.85 $ 173.25 $ 0.60 $ 84.00 $ 1,646.68 192 646-0098.21 1293 ELMER CT 1045-432-31-0000 $ 727.78 $ 441.85 $ 173.25 $ 0.60 $ 84.00 $ 1,427.48 193 646-0410.23 1467 DIEGO WAY 1045-191-37-0000 $ 715.78 $ 441.85 $ 141.75 $ 0.60 $ 84.00 $ 1,383.98 194 648-0016.09 1442 GERTRUDITA CT 1045-176-17-0000 $ 865.35 $ 514.01 $ 161.16 $ 0.60 $ 84.00 $ 1,625.12 195 648-0126.02 1405 HILDITA CT 1045-162-07-0000 $ 694.73 $ 441.85 $ 173.25 $ 0.60 $ 84.00 $ 1,394.43 196 652-0275.52 1516 SHELLEY AVE 1045-071-11-0000 $ 727.24 $ 274.69 $ 63.00 $ 0.60 $ 84.00 $ 1,149.53 197 658-0147.35 1604 N 1ST AVE 1044-551-29-0000 $ 442.68 $ 148.28 $ 31.50 $ 0.60 $ 84.00 $ 707.06 198 658-0176.15 1664 N 1ST AVE 1044-551-24-0000 $ 1,220.56 $ 441.85 $ 173.25 $ 0.60 $ 84.00 $ 1,920.26 199 658-1411.26 1862 N 2ND AVE 1044-253-02-0000 $ 139.84 $ 222.42 $ 31.50 $ 0.60 $ 84.00 $ 478.36 200 658-1945.15 1751 SUNNYBROOK AVE 1044-381-16-0000 $ 1,156.89 $ 296.56 $ 103.75 $ 0.60 $ 84.00 $ 1,641.80 201 658-1969.03 598 LURELINE CT 1044-381-49-0000 $ 3,442.34 $ 441.85 $ 141.75 $ 0.60 $ 84.00 $ 4,110.54 202 658-2078.01 1867 SUNKIST ST 1044-242-36-0000 $ 185.68 $ 148.28 $ 26.05 $ 0.60 $ 84.00 $ 444.61 203 660-0108.02 1776 DOVE WAY 1044-711-09-0000 $ 479.47 $ 323.09 $ 94.50 $ 0.60 $ 84.00 $ 981.66 204 660-0122.22 1551 MAJESTY ST 1044-711-43-0000 $ 547.60 $ 363.78 $ 325.25 $ 0.60 $ 84.00 $ 1,321.23 205 660-0300.02 1742 PARTRIDGE AVE 1044-681-11-0000 $ 130.34 $ 74.14 $ 3.54 $ 0.60 $ 84.00 $ 292.62 206 660-1249.07 1852 RICHARDS PL 1044-741-01-0000 $ 216.48 $ 91.91 $ 15.75 $ 0.60 $ 84.00 $ 408.74 1 207 660-2210.05 1763 PITASSI WAY 1044-801-39-0000 $ 1,516.80 $ 441.85 $ 173.25 $ 0.60 $ 84.00 $ 2,216.50 208 660-5126.02 1070 SAWTOOTH DR 1045-621-43-0000 $ 162.14 $ 74.14 $ - $ 0.60 $ 84.00 $ 320.88 209 676-0205.30 1930 N 3RD AVE 1044-071-09-0000 $ 2,764.40 $ 441.85 $ 173.25 $ 0.60 $ 84.00 $ 3,464.10 210 676-0801.06 2008 N EUCLID AVE 1043-511-28-0000 $ 1,570.92 $ 441.85 $ 173.25 $ 0.60 $ 84.00 $ 2,270.62 211 676-1887.16 2225 N 1ST AVE 1043-221-29-0000 $ 2,904.40 $ 441.85 $ 157.50 $ 0.60 $ 84.00 $ 3,588.35 212 676-1973.15 2278 N EUCLID AVE 1043-221-35-0000 $ 2,482.00 $ 441.85 $ 173.25 $ 0.60 $ 84.00 $ 3,181.70 213 676-4054.13 362 JULIA CT 1043-061-12-0000 $ 425.04 $ 222.42 $ 31.50 $ 0.60 $ 84.00 $ 763.56 214 676-4056.42 361 JULIA CT 1043-061-13-0000 $ 2,162.88 $ 441.85 $ 173.25 $ 0.60 $ 84.00 $ 2,862.58 215 676-6034.02 623 VALLEY VIEW CT 1043-081-20-0000 $ 954.64 $ 201.30 $ 47.25 $ 0.60 $ 84.00 $ 1,287.79 216 676-6141.04 302 ASHBURY LN 1043-341-31-0000 $ 353.08 $ 219.33 $ 47.25 $ 0.60 $ 84.00 $ 704.26 217 676-9912.03 2422 ELIZABETH CT 1003-231-50-0000 $ - $ 235.59 $ 47.25 $ 0.30 $ 84.00 $ 367.14 218 902-0083.01 2584 BLANCHARD PL 1007-731-18-0000 $ - $ 137.94 $ - $ 0.30 $ 84.00 $ 222.24 219 902-1231.06 290 CLAREMONT BLVD 1007-362-04-0000 $ - $ 275.88 $ 173.25 $ 0.30 $ 84.00 $ 533.43 Grand Totals $178,803.01 $ 73,274.93 $23,631.82 $ 126.30 $ 18,396.00 $ 294,232.06

Page 422 of 1000 ends

STACI SULLIVAN,DEPUTY DIRECTOR OF FINANCE
SUBJECT: CONSIDER AUTHORIZING DELINQUENT REFUSE SERVICE CHARGES TO BE

COLLECTED ON THE PROPERTY TAX ROLL
RECOMMENDED ACTION:

It is recommended that the City Council conduct a public hearing, accept the report of delinquent refuse service charges;and authorize the delinquent charges to be placed on the property tax roll.

GOAL STATEMENT
The proposed action supports the City's goal of managing the City's resources in a fiscally responsible and transparent manner.

BACKGROUND
On June 9, 2014, pursuant to Health & Safety Code Sections 5473 and 5473a, the City Council elected to have delinquent charges for water and sewer service collected on the property tax roll. Subsequently, on April 13, 2015, pursuant to Health&Safety Code Sections 5473 and 5473a,the City Council elected to have delinquent refuse service collected on the property tax roll as a special assessment.Placing these delinquent charges on the property tax roll as a special assessment allows the City to recoup this revenue for services already provided.

Pursuant to Health&Safety Code Sections 5473 and 5473.11,this written report contains the amount of all delinquent water,sewer and refuse service accounts that have been unpaid for at least 60 days and a description of each parcel of real property with such an account.This year,a total of 826 delinquent refuse accounts billed by Burrtec on behalf of the City of Upland were identified.

Notification of the public hearing and the City's intent to place the delinquent account balance on the tax roll was sent by mail on July 10,2026,and was published in the Inland Valley Daily Bulletin on July 10 and 17,2026.This provided the property owner with the opportunity to pay the delinquent charges or provide proof that the delinquent account balance was incurred before acquiring the property.

As of the publication date of this report, the total due on the 770 remaining delinquent accounts is $160,725.69. A detail of all delinquent accounts is included in the attached Burrtec Lien Schedule. A final list will be created, after applying any payments,credits and other adjustments received by close of business on August 3,2026.All accounts still delinquent after that date will be submitted to the County Auditor-Controller's Office on August 7,2026,in order to be placed on the County property tax rolls for collection.All amounts collected by the County will subsequently be remitted to the City.

ENVIRONMENTAL DETERMINATION
The proposed action is not subject to the California Environmental Quality Act(CEQA). Section 15378 of the CEQA Guidelines defines a project subject to CEQA.The proposed action is not included within the definition of a"project" and thus is exempt.

FISCAL IMPACTS
As of the publication date of this report, staff is presenting 770 accounts with delinquent amounts outstanding for refuse, for a total of$160,725.69. San Bernardino County charges a $0.30 per utility processing fee and the City

Page 423 of 1000 ends

charges an administrative fee of$84.00(per Resolution No. 6742) on each property to offset the City's cost, as well as the County fee for processing submitted assessments. Including fees,the total assessment is$225,636.69.

ALTERNATIVES
Provide alternative direction to staff
CEQA:Not a Project.

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Finance Manager's Lien Schedule
Service Address r-Parcel# Solid Waste San Bernardino County Lien Assessment Filing Feeaiiiiit Account Total (Processing Fee) (Administrative Recording Fee)
1 136709744 820 W 7th St 1047293050000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 2 136709718 444 W 7th St 1047272280000 1 $ 222.64 $ 0.30 $ 84.00 $ 306.94 3 136709715 429 S Shasta Way 1047272240000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 4 136709707 572 Azure Ct 1047272140000 $ 222.64 $ 0.30 $ 84.00 $ 306.94 136786529
5 136709702 658 Azure Ct 1047272100000 $ 270.52 $ 0.30 $ 84.00 $ 354.82 - 6 136709694 737 Azure Ct 1047271180000 $ _134.80 $ 0.30 $ 84.00 $ 219.10 7 136709663 272 W 7th St 1047261120000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 8 136545874 886 Sycamore Ct 1047192110000 $ 205.67 $ 0.30 $ 84.00 $ 289.97 136698699
9 136698717 1047 Sycamore Ct 1047191270000 $ 269.60 $ 0.30 $ 84.00 $ 353.90 10 136712772 890 E 7th St 1047191140000 $ 56.18 $ 0.30 $ 84.00 $ 140.48 11 136713107 1115 Old Glory Ln 1047131140000 $ 134.80 $ _ 0.30 $ 84.00 $ 219.10 12 136713502 223 Freedom Ave 1047131100000 1 $ 79.08 $ 0.30 $ 84.00 $ 163.38 13 136726799 372 Freedom Ave 1047121790000 $ 79.08 $ 0.30 $ 84.00 $ 163.38 14 136782473 1148 Tradition Ln 1047121270000 $ 31.76 $ 0.30 $ 84.00 $ 116.06 15 136782149 1277 E 7th St 1047121060000 $ 1,197.05 $ 0.30 $ 84.00 $ 1,281.35 16 136709590 910 Highland Ct 1047114010000 i $ 134.80 $ 0.30 $ 84.00 $ 219.10 17 136781637 799 E 7th St 1047111070000 $ _ 45.28 $ 0.30 $ 84.00 $ 129.58 18 136709534 875 E 7th St 1047111020000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 19 136709526 994 E 8th St 1047103360000 $ 141.44 $ 0.30 $ 84.00 $ 225.74 20 136779730 1088 E 8th St 1047103090000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 21 136777407 838 E 8th St _ 1047102220000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 22 136698696 208 S Campus Ave 1047102150000 $ 269.60 $ 0.30 $ 84.00 $ 353.90 23 136709485 879 E Raymond St 1047102010000 I $ 134.80 $ 0.30 $ 84.00 $ 219.10 24 136698692 753 E Olive St 1047101090000 $ 50.80 $ 0.30 $ 84.00 $ 135.10 25 136709473 777 E Olive St 1047101070000 $ 56.18 $ 0.30 $ 84.00 $ 140.48 26 136709471 835 E Olive St 1047101040000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 27 136709451 624 E Raymond St 1047091390000 $ 26.20 $ 0.30 $ 84.00 $ 110.50 28 136709450 616 E Raymond St 1047091380000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 29 136709425 629 E 7th St 1047084210000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 30 136709355 454 Highland Ct 1047081150000 $ 60.04 $ 0.30 $ 84.00 $ 144.34 31 136716920 265 E 7th St 1047073260000 I $ _107.10 $ 0.30 $ 84.00 $ 191.40 32 136712643 303 S 3rd Ave 1047073150000 $ 69.60 $ 0.30 $ 84.00 $ 153.90 33 136777675 314 S 1st Ave 1047072120000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 34 136715699 373 S 1st Ave 1047071220000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 35 136714019 338 S Euclid Ave 1047071080000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 36 136711623 354 S Euclid Ave 1047071060000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 37 136709297 295 S Sultana Ave 1047064240000 $ 134.80 $ 0.30 $ 84.00 $ 219.10

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Finance Manager's Lien Schedule
San Bernardino County Lien Assessment Filing Fee
Line iiiiillir IlltiFr Parcel# Solid Waste Account Total (Processing Fee) (Administrative Recording Fee)
38 136711560 296 S 3rd Ave 1047064010000 $ 151.88 $ 0.30 $ 84.00 $ 236.18 39 136699138 270 S 1st Ave 1047062040000 $ 292.96 $ 0.30 $ 84.00 $ 377.26 40 136716910 263 S 1st Ave 1047061200000 $ 339.52 $ 0.30 $ 84.00 $ 423.82 41 136716907 278 S Euclid Ave 1047061030000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 42 136711747 259 S Euclid Ave 1047055370000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 43 136709237 132 W 8th St 1047055260000 $ 79.08 $ 0.30 $ 84.00 $ 163.38 - 44 136709213 294 White Ave 1047054010000 _ $ _161.00 $ 0.30 $ 84.00 $ 245.30 45 136709184 376 W 8th St 1047051020000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 46 136709153 358 Orchard Ln _ 1047045020000 $ 161.00 $ 0.30 $ 84.00 $ 245.30 47 136709132 i330 White Ave 1047042090000 $ 187.20 $ 0.30 $ 84.00 $ 271.50 48 136709127 333 S Laurel Ave 1047042040000 $ 190.96 $ 0.30 $ 84.00 $ 275.26 49 136709102 633 W 7th St 1047035110000 $ 79.08 $ 0.30 $ 84.00 $ 163.38 50 136709098 640 W Emerald St 1047035080000 $ _134.80 $ 0.30 $ 84.00 $ 219.10 51 136780803 314 S San Antonio Ave 1047034070000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 52 136716081 335 Verdugo Way 1047032040000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 53 136715249 325 Verdugo Way 1047032030000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 54 136725090 536 W 8th St 1047024410000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 55 136713370 545 Greenfield Ct 1047024070000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 56 136709023 523 Greenfield Ct 1047024060000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 57 136709002 284 S Van Ness Ave 1047022020000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 58 136708996 272 S Vallejo Way 1047021030000 $ 52.88 $ 0.30 $ 84.00 $ 137.18 59 136724984 371 S Austin Way 1047012120000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 60 136713270 319 S Austin Way 1047012080000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 61 136708969 904 Bennington St 1047012010000 $ 265.92 $ 0.30 $ 84.00 $ 350.22 62 136708941 277 S San Antonio Ave 1047011160000 $ _158.16 $ 0.30 $ 84.00 $ 242.46 63 136716109 860 W 8th St 1047011050000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 64 136708918 816 W Sheridan St 1046652090000 $ 69.84 $ 0.30 $ 84.00 $ 154.14 65 136548062 896 W 9th St 1046651510000 $ 55.35 $ 0.30 $ 84.00 $ 139.65 66 136708892 158 S Vallejo Way 1046642040000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 67 136708882 749 Moonstone Ct 1046641230000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 68 136712851 628 Moonstone Ct 1046641140000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 69 136708831 194 N Lucerne Way 1046631390000 $ 187.20 $ 0.30 $ 84.00 $ 271.50 70 136698667 164 Euclid PI 1046613070000 $ 28.35_ $ 0.30 $ 84.00 $ 112.65 71 136725147 173 W 8th St 1046613020000 $ 80.45 $ 0.30 $ 84.00 $ 164.75 72 136708787 298 Euclid PI 1046612060000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 73 136708780 171 Fern Ave 1046611260000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 74 136726368 220 E A St 104659407W000 $ 1,140.98 $ 0.30 $ 84.00 $ 1,225.28 136790049
75 136664601 276 E 9th St 1046593150000 $ 1,979.70 $ 0.30 $ 84.00 $ 2,064.00

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Finance Manager's Lien Schedule
Line Account# Service Address Parcel# Solid Waste San Bernardino County Lien Assessment Filing Fee Account Total (Processing Fee) (Administrative Recording Fee)
76 136780621 240 E 9th St 1046593120000 $ 731.60 $ 0.30 $ 84.00 $ 815.90 77 136780617 222 E 9th St 1046593110000 $ 731.65 $ 0.30 $ 84.00 $ 815.95 78 136658935 188 N 2nd Ave 1046593100000 $ 2,969.50 $ 0.30 $ 84.00 $ 3,053.80 79 136652092 170 N 2nd Ave 1046593060000 $ 989.80 $ 0.30 $ 84.00 $ 1,074.10 80 136526017 164 N 2nd Ave _ 1046593050000 $ 989.80 $ 0.30 $ 84.00 $ 1,074.10 81 136652096 152 N 2nd Ave 1046593040000 $ 989.80 $ 0.30 $ 84.00 $ 1,074.10 82 136691842 151 N 2nd Ave 1046592180000 $ 1,564.50 $ 0.30 $ 84.00 $ 1,648.80 83 136652045 167 N 2nd Ave 1046592150000 $ 801.05 $ 0.30 $ 84.00 $ 885.35 84 136652044 175 N 2nd Ave 1046592140000 $ 381.70 $ 0.30 $ 84.00 $ 466.00 85 136652321 105 E A St 1046592030000 $ 800.95 $ 0.30 $ 84.00 $ 885.25 86 136789565 151 Towns Ave 1046591380000 $ 28.89 $ 0.30 $ 84.00 $ 113.19 87 136547963 100 N Euclid Ave 1046591150000 $ 1,055.35 $ 0.30 $ 84.00 $ 1,139.65 88 136727158 404 E 9th St 1046582020000 $ 247.16 $ 0.30 $ 84.00 $ 331.46 136699016 i
89 136548364 111 N 4th Ave 1046581010000 $ 777.65 $ 0.30 $ 84.00 $ 861.95 -
90 136777534 118 Eureka PI 1046574760000 $ 112.36 $ 0.30 $ 84.00 $ 196.66 91 136714463 109 Royal Way 1046574690000 $ 147.80 $ 0.30 $ 84.00 $ 232.10 92 136713932 105 Royal Way 1046574680000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 93 136713758 101 Royal Way 1046574670000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 94 136782068 110 Royal Way 1046574650000 $ 112.36 $ 0.30 $ 84.00 $ 196.66 95 136714020 133 Macintosh Way 1046574410000 $ _158.16 $ 0.30 $ 84.00 $ 242.46 96 136716934 145 Eureka PI 1046574210000 $ 112.36 $ 0.30 $ 84.00 $ 196.66 97 136713261 170 Macintosh Way 1046573780000 $ 99.64 $ 0.30 $ 84.00 $ 183.94 98 136715895 180 Macintosh Way 1046573700000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 99 136713212 192 Macintosh Way 1046573660000 $ _134.80 $ 0.30 $ 84.00 $ 219.10 100 136713614 188 Eureka PI 1046573480000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 101 136727987 195 Eureka PI 1046573450000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 102 136713837 180 Dorsett Ave 1046573390000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 103 136715845 598 Orlando Ct 1046572440000 $ 112.36 $ 0.30 $ 84.00 $ 196.66 104 136716931 566 Orlando Ct 1046572390000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 105 136713668 118 Olive Ave _ 1046572230000 $ 112.36 $ 0.30 $ 84.00 $ 196.66 106 136699160 649 E 8th St 1046571080000 $ 404.40 $ 0.30 $ 84.00 $ 488.70 107 136788489 101 N 9th Ave 1046564250000 $ 311.06 $ 0.30 $ 84.00 $ 395.36 108 136712758 618 E 9th St 1046562060000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 109 136717000 176 Heritage Way 1046551380000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 110 136547956 125 N 12th Ave 1046542410000 $ 395.40 $ 0.30 $ 84.00 $ 479.70 111 136547665 167 N 10th Ave 1046541180000 $ 197.70 $ 0.30 $ 84.00 $ 282.00 112 136781222 138 N 13th Ave 1046532150000 $ 1,351.50 $ 0.30 $ 84.00 $ 1,435.80 113 136708688 1302 E 9th St 1046532110000 $ 134.80 $ 0.30 $ 84.00 $ 219.10

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Finance Manager's Lien Schedule
Line Account# Service Addres Parcel# Solid Waste San Bernardino County Lien Assessment Filing Fee Account Total (Processing Fee) (Administrative Recording Fee)
114 136708683 102 N 12th Ave 1046531010000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 115 136778047 1461 Chaffee St 1046501630000 $ 190.96 $ 0.30 $ 84.00 $ 275.26 116 136708676 1463 Chaffee St 1046501620000 _ $ 134.80 $ 0.30 $ 84.00 $ 219.10 117 136783868 1458 Bowen St 1046501580000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 118 136715659 1428 Bowen St 1046501550000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 119 136782381 1360 Bowen St 1046501470000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 120 136708647 1371 E 9th St 1046493100000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 121 136708646 1387 E 9th St 1046493080000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 122 136708639 1476 Salina St 1046491220000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 123 136784035 463 Meyer PI 1046484320000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 124 136783568 475 Meyer PI 1046484300000 $ 79.08 $ 0.30 $ 84.00 $ 163.38 125 136783567 471 Meyer PI 1046484290000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 126 136784005 413 Verna St _ 1046484200000 $ _197.70 $ 0.30 $ 84.00 $ 282.00 127 136781856 443 Verna St 1046484120000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 128 136717119 1462 Orange Grove St 1046482680000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 129 136782569 481 Pinewood Ln 1046482280000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 130 136698792 447 N 12th Ave _ 1046471140000 $ 325.76 $ 0.30 $ 84.00 $ 410.06 131 136779741 1253 E 9th St 1046461100000 $ 1,055.35 $ 0.30 $ 84.00 $ 1,139.65 132 136722434 251 N 11th Ave 1046454140000 $ 197.70 $ 0.30 $ 84.00 $ 282.00 133 136698615 1090 Washington Blvd 1046454100000 $ 381.92 $ 0.30 $ 84.00 $ 466.22 134 136698953 278 N 10th Ave 1046454030000 $ 316.32 $ 0.30 $ 84.00 $ 400.62 135 136699208 1265 N 10th Ave 1046453130000 $ 71.89 $ 0.30 $ 84.00 $ 156.19 136 136708593 254 N 9th Ave 1046453010000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 137 136699212 857 E 9th St 1046452160000 $ 427.76 $ 0.30 $ 84.00 $ 512.06 138 136708591 875 E 9th St 1046452150000 $ _158.16 $ 0.30 $ 84.00 $ 242.46 139 136708587 292 N 8th Ave 1046452040000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 140 136712918 431 N 11th Ave _ 1046441020000 $ _ 67.40 $ 0.30 $ 84.00 $ 151.70 141 136699168 591 E 9th St 1046433140000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 142 136698576 636 E Arrow Hwy 1046431300000 $ 224.72 $ 0.30 $ 84.00 $ 309.02 143 136698577 441 N Campus Ave 1046431180000 $ 292.96 $ 0.30 $ 84.00 $ 377.26 144 136708512 457 N Campus Ave 1046431170000 _ $ 134.80 $ 0.30 $ 84.00 $ 219.10 145 136698574 468 N 6th Ave 1046431110000 $ 325.76 $ 0.30 $ 84.00 $ 410.06 136778744
146 136717017 436 N 6th Ave 1046431070000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 147 136782964 394 N 6th Ave 1046431030000 $ 329.40 $ _ 0.30 $ 84.00 $ 413.70 148 136708493 472 E Arrow Hwy 1046421380000 $ 199.28 $ 0.30 $ 84.00 $ 283.58 149 136698567 392 E Arrow Hwy 1046421300000 $ 235.94_$ 0.30 $ 84.00 $ 320.24 150 136649633 296 N 2nd Ave 1046403110000 $ 925.55 $ 0.30 $ 84.00 $ 1,009.85 151 136652078 270 N 2nd Ave 1046403080000 $ 300.75 $ 0.30 $ 84.00 $ 385.05

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Finance Manager's Lien Schedule
Line Account# Service Addres Parcel# Solid Waste San Bernardino County Lien Assessment Filing Fee Account Total (Processing Fee) (Administrative Recording Fee)
152 136649570 281 N 2nd Ave 1046402220000 $ 987.82 $ 0.30 $ 84.00 $ 1,072.12 153 136652033 229 N 2nd Ave 1046402180000 $ 321.90 $ 0.30 $ 84.00 $ 406.20 154 136652025 251 N 2nd Ave 1046402130000 $ 804.70 $ 0.30 $ 84.00 $ 889.00 155 136716157 14 W Arrow Hwy 1046374130000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 1369071
156 136696021 407 N Laurel Ave 1046373200000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 157 136708455 142 W Arrow Hwy 1046373150000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 158 136699078 316 W Arrow Hwy 1046371040000 $ 247.12 $ 0.30 $ 84.00 $ 331.42 159 136710094 369 W 9th St 1046363290000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 160 136713432 i242 N Laurel Ave 1046361180000 $ 161.00 $ 0.30 $ 84.00 $ 245.30 161 136782055 226 N Laurel Ave 1046361160000 $ 112.36 $ 0.30 $ 84.00 $ 196.66 162 136708418 649 Vernon Dr 1046341020000 $ 213.40 $ 0.30 $ 84.00 $ 297.70 163 136708417 845 W 9th St 1046333250000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 164 136716140 842 San Antonio PI 1046333170000 $ 79.08 $ 0.30 $ 84.00 $ 163.38 165 136708408 277 N San Antonio Ave 1046333070000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 166 136716165 883 W Alpine St 1046332120000 $ 97.36 $ 0.30 $ 84.00 $ 181.66 167 136708403 858 W Arrow Hwy 1046331030000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 168 136708401 665 N San Antonio Ave 1046321450000 $ 155.64 $ 0.30 $ 84.00 $ 239.94 169 136713202 845 Linden Ct 1046321300000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 170 136726116 633 W Arrow Hwy 1046303170000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 171 136777236 765 N Shasta Way 1046302180000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 172 136778956 598 N Ukiah Way 1046301020000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 173 136708250 738 N Quince Ave 1046294110000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 174 136708249 720 N Quince Ave 1046294100000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 175 136711104 603 N Quince Ave 1046293280000 $ 79.08 $ 0.30 $ 84.00 $ 163.38 176 136708236 673 N Quince Ave 1046293230000 $ 192.32 $ 0.30 $ 84.00 $ 276.62 177 136779036 691 N Quince Ave 1046293220000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 178 136712089 707 N Quince Ave 1046293210000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 179 136708217 617 N Redding Way 1046292280000 _ $ 67.40 $ 0.30 $ 84.00 $ 151.70 180 136708206 686 N Shasta Way 1046292080000 $ 222.64 $ 0.30 $ 84.00 $ 306.94 181 136712425 644 N Shasta Way 1046292050000 $ _ 67.40 $ 0.30 $ 84.00 $ 151.70 182 136708199 216 W Winn Dr 1046291270000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 183 136716173 595 N Euclid Ave 1046282140000 $ _190.96 $ 0.30 $ 84.00 $ 275.26 184 136716177 669 N Laurel Ave 1046281290000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 185 136708127 723 N 3rd Ave 1046273170000 $ 333.96 $ 0.30 $ 84.00 $ 418.26 186 136708119 708 N 2nd Ave 1046273020000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 187 136708099 669 N 3rd Ave 1046263110000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 188 136786648 637 N 2nd Ave 1046262120000 $ 67.40 $ 0.30 $ 84.00 $ 151.70

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Finance Manager's Lien Schedule
Line Account# Service Addres- Parcel# Solid Waste San Bernardino Coun _ �� g (Processing Fee)
Jinni-
189 136698530 634 N 1st Ave 1046262030000 $ 460.56 $ 0.30 $ 84.00 $ 544.86 136717081
190 136717083 534 N 2nd Ave 1046253030000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 191 136708065 690 E 11th St 1046226060000 $ 26.68 $ 0.30 $ 84.00 $ 110.98 192 136714414 671 N Campus Ave _ 1046225080000 $ 112.36 $ 0.30 $ 84.00 $ 196.66 193 136783377 640 E G St 1046225060000 $ 190.96 $ 0.30 $ 84.00 $ 275.26 194 136708054 669 E Arrow Hwy 1046224190000 $ 316.32 $ 0.30 $ 84.00 $ 400.62 136719913
195 136783187 517 N 6th Ave 1046223180000 $ 278.23 $ 0.30 $ 84.00 $ 362.53 136724945
196 136708038 572 N 5th Ave 1046223070000 $ 270.48 $ 0.30 $ 84.00 $ 354.78 197 136708028 559 E G St 1046221090000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 198 136708021 971 E Arrow Hwy 1046214080000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 199 136708019 1059 E Arrow Hwy 1046214030000 $ 187.20 $ 0.30 $ 84.00 $ 271.50 200 136699283 594 N Campus Ave 1046211120000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 201 136707971 692 N Campus Ave 1046201050000 $ 66.35 $ 0.30 $ 84.00 $ 150.65 202 136711466 630 N Campus Ave 1046201020000 $ 190.96 $ 0.30 $ 84.00 $ 275.26 203 136711882 610 N Campus Ave 1046201010000 _ $ 134.80 $ 0.30 $ 84.00 $ 219.10 204 136714482 863 N 9th Ave 1046112080000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 205 136707915 1021 Mesa Ct 1046111090000 $ 161.00 $ 0.30 $ 84.00 $ 245.30 206 136728032 1041 Mesa Ct 1046111080000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 207 136728051 936 N 5th Ave 1046091470000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 208 136712551 601 E 11th St 1046091340000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 209 136707898 445 E 11th St 1046082470000 _ $ 210.56 $ 0.30 $ 84.00 $ 294.86 210 136710906 904 N 4th Ave 1046082390000 $ 304.20 $ 0.30 $ 84.00 $ 388.50 211 136711935 866 N 3rd PI 1046081320000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 212 136698808 887 N 4th Ave 1046081130000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 L213 136707852 229 Mesa Ct 1046073090000 $ 111.10 $ 0.30 $ 84.00 $ 195.40 214 136717131 269 Mesa Ct 1046073070000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 215 136707838 911 N 3rd PI _ 1046072170000 $ _ 67.40 $ 0.30 $ 84.00 $ 151.70 216 136717132 866 N 2nd Ave 1046071070000 $ 214.60 $ 0.30 $ 84.00 $ 298.90 217 136780149 876 N Euclid Ave 1046061920000 _ $ 158.16 $ 0.30 $ 84.00 $ 242.46 218 136707778 826 N 1st Ave 1046061240000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 219 136711520 _ 867 N 2nd Ave 1046061140000 $ 34.80 $ 0.30 $ 84.00 $ 119.10 220 136707764 855 N Palm Ave 1046043010000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 221 136707762 825 N Euclid Ave 1046041030000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 222 136707756 817 W 11th St 1046012120000 $ 190.96 $ 0.30 $ 84.00 $ 275.26 223 136776058 866 W Amber Ct 1046012040000 $ 111.32 $ 0.30 $ 84.00 $ 195.62 224 136717398 1550 Catskills Cir 1045621260000 $ 222.64 $ 0.30 $ 84.00 i $ 306.94

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Finance Manager's Lien Schedule
Line Account# Service Addres Parcel# San Bernardino County Lien Assessment Filing Fee Account Total iiimiiiiiiiiik
(Processing Fee) (Administrative Recording Fee)
225 136710709 790 Sawtooth Dr 1045621020000 $ 141.36 $ 0.30 $ 84.00 $ 225.66 226 136707705 1199 N Ukiah Way 1045591360000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 227 136707704 1217 N Ukiah Way 1045591350000 $ 199.28 $ 0.30 $ 84.00 $ 283.58 228 136707701 1291 N Ukiah Way 1045591310000 $ 79.08 $ 0.30 $ 84.00 $ 163.38 229 136707662 1159 N Tulare Way 1045581190000 $ _ 78.62 $ 0.30 $ 84.00 $ 162.92 230 136707651 1162 N Ukiah Way 1045581040000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 231 136676014 345 W Foothill Blvd 1045571370000 $ 1,056.72 $ 0.30 $ 84.00 $ 1,141.02 232 136713293 1291 N Palm Ave 1045571230000 $ 52.88 $ 0.30 $ 84.00 $ 137.18 233 136716256 1256 N Redding Way 1045571060000 $ 178.08 $ 0.30 $ 84.00 $ 262.38 234 136707619 1193 N Laurel Ave 1045561140000 $ 217.16 $ 0.30 $ 84.00 $ 301.46 235 136714124 1266 N Palm Ave 1045561070000 $ 239.72 $ 0.30 $ 84.00 $ 324.02 236 136707586 1191 N 3rd Ave 1045541390000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 237 136787446 1191 N 1st Ave 1045541150000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 238 136714527 621 E Pine St 1045532160000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 239 136707530 1293 N 5th Ave 1045531310000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 240 136707515 1249 N Winston Ct 1045531140000 $ 190.96 $ 0.30 $ 84.00 $ 275.26 241 136713813 1188 N 3rd Ave _ 1045531030000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 242 136547958 485 E Foothill Blvd 1045524230000 $ 76.42 $ 0.30 $ 84.00 $ 160.72 243 136717153 1081 N 5th Ave 1045524120000 $ _190.96 $ 0.30 $ 84.00 $ 275.26 244 136780413 440 West St 1045524090000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 245 136711377 349 West St 1045523110000 $ 214.32 $ 0.30 $ 84.00 $ 298.62 246 136698473 365 West St 1045523080000 $ 478.08 $ 0.30 $ 84.00 $ 562.38 136715054
247 136709875 425 West St 1045523050000 $ 186.44 $ 0.30 $ 84.00 $ 270.74 248 136709880 473 West St 1045523020000 $ 222.64 $ 0.30 $ 84.00 $ 306.94 249 136707495 638 West St 1045522090000 $ 217.16 $ 0.30 $ 84.00 $ 301.46 250 136707492 556 West St 1045522040000 $ _ 33.10 $ 0.30 $ 84.00 $ 117.40 251 136707484 734 Valadez St 1045511150000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 252 136707481 1222 N 13th Ave 1045492170000 $ 134.80_$ 0.30 $ 84.00 $ 219.10 253 136707469 1249 N 13th Ave 1045491190000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 254 136707461 1130 E 13th St 1045491060000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 255 136717249 1100 E 13th St 1045491040000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 256 136707416 1425 Bonita St 1045462270000 $ 234.24_ $ 0.30 $ 84.00 $ 318.54 257 136707406 1196 N Monte Verde Ave 1045462150000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 258 136707402 1205 N Grove Ave 1045462060000 $ 112.36 $ 0.30 $ 84.00 $ 196.66 259 136711339 1316 N Alta Ave 1045454140000 $ 112.36 $ 0.30 $ 84.00 $ 196.66 260 136717183 1339 N Monte Verde Ave 1045454030000 $ 392.72 $ 0.30 $ 84.00 $ 477.02 261 136707348 1313 N Grove Ave 1045453140000 $ 328.24 $ 0.30 $ 84.00 $ 412.54 262 136707335 1300 N Grove Ave 1045451010000 $ 134.80 $ 0.30 $ 84.00 $ 219.10

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Finance Manager's Lien Schedule
LineIII
Account# Service Address Parcel# Solid Waste San Bernardino County Lien Assessment Filing Fee Account Total (Processing Fee) (Administrative Recording Fee)
263 136717181 1390 N Grove Ave 1045444080000 $ 234.24 $ 0.30 $ 84.00 $ 318.54 264 136707320 1455 Felicita Ct 1045443200000 $ 161.00 $ 0.30 $ 84.00 $ 245.30 265 136707313 1420 Felicita Ct 1045443140000 $ 89.14 $ 0.30 $ 84.00 $ 173.44 266 136785730 1353 N Monte Verde Ave 1045442160000 $ 39.53 $ 0.30 $ 84.00 $ 123.83 267 136710492 1386 N Alta Ave 1045442070000 $ 107.16 $ 0.30 $ 84.00 $ 191.46 268 136712071 1153 E Eddington St 1045432530000 $ 146.24 $ 0.30 $ 84.00 $ 230.54 269 136713280 1274 Dorian Ct 1045432420000 $ 67.28 $ 0.30 $ 84.00 $ 151.58 270 136714367 1279 Dorian Ct 1045432400000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 271 136707256 1293 Elmer Ct 1045432310000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 272 136707245 1204 Dickenson Ct 1045431270000 $ 112.36 $ 0.30 $ 84.00 $ 196.66 273 136707235 1215 Dickenson Ct 1045431150000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 274 136715078 1380 Darlington Ave 1045431060000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 275 136707221 1318 Darlington Ave 1045423310000 $ 79.08 $ 0.30 $ 84.00 $ 163.38 276 136707204 1203 Brantley Ct 1045423130000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 277 136707201 1184 Camden Ct 1045423090000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 278 136712218 1344 Crawford Ave 1045422280000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 279 136711176 1271 Bradford Ct 1045422120000 $ 50.32 $ 0.30 $ 84.00 $ 134.62 280 136707159 1373 Darlington Ave 1045413130000 $ 222.64 $ 0.30 $ 84.00 $ 306.94 281 136714416 1046 Edgefield St 1045412150000 $ 160.92 $ 0.30 $ 84.00 $ 245.22 282 136699005 1360 Bouquet Dr 1045391570000 $ 79.08 $ 0.30 $ 84.00 $ 163.38 283 136707098 1386 N 3rd Ave 1045382360000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 284 136728049 1374 N 3rd Ave 1045382340000 $ 79.08 $ 0.30 $ 84.00 $ 163.38 285 136707091 1356 N 3rd Ave 1045382300000 $ 231.40 $ 0.30 $ 84.00 $ 315.70 286 136717232 1361 N Winston Ct 1045382080000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 287 136707070 1382 N Winston Ct 1045381360000 $ 227.64 $ 0.30 $ 84.00 $ 311.94 288 136707059 1308 N Winston Ct 1045381220000 $ 265.92 $ 0.30 $ 84.00 $ 350.22 289 136727079 1363 N 5th Ave 1045381080000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 290 136707045 1377 N 5th Ave 1045381050000 $ 240.52 $ 0.30 $ 84.00 $ 324.82 291 136717225 1372 N 2nd Ave 1045372280000 $ 343.28_$ 0.30 $ 84.00 $ 427.58 292 136711008 1334 N 2nd Ave 1045372220000 $ 111.32 $ 0.30 $ 84.00 $ 195.62 293 136707028 1335 N Shelley Ave 1045372110000 $ 227.64 $ 0.30 $ 84.00 $ 311.94 294 136706999 1339 N 3rd Ave 1045371120000 $ 161.00 $ 0.30 $ 84.00 $ 245.30 295 136711346 1397 N 3rd Ave 1045371010000 $ 86.44 $ 0.30 $ 84.00 $ 170.74 296 136706980 1340 N Euclid Ave 1045362220000 $ 138.56 $ 0.30 $ 84.00 $ 222.86 297 136778175 1347 N 1st Ave 1045362090000 $ 52.88 $ 0.30 $ 84.00 $ 137.18 298 136711196 1359 N 1st Ave 1045362070000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 299 136717223 1397 N 1st Ave 1045362010000 $ _351.60 $ 0.30 $ 84.00 $ 435.90 300 136715949 1391 N 2nd Ave 1045361020000 $ 41.84 $ 0.30 $ 84.00 $ 126.14 301 136706921 56 W 14th St 1045353260000 $ 158.16 $ 0.30 $ 84.00 $ 242.46

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Finance Manager's Lien Schedule
San Bernardino County Lien Assessment Filing Fee
Line iiiiillirService Address Parcel# Solid Waste Account Total (Processing Fee) (Administrative Recording Fee)
302 136711755 1318 N Laurel Ave 1045353030000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 303 136781957 173 W 13th St 1045352080000 1 $ 79.08 $ 0.30 $ 84.00 $ 163.38 304 136706885 1329 N Laurel Ave 1045351110000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 305 136706880 110 W Langston St 1045351050000 $ 234.24 $ 0.30 $ 84.00 $ 318.54 306 136706856 1366 N Stanford Ave 1045342140000 $ 34.80 $ 0.30 $ 84.00 $ 119.10 307 136706795 1345 N Taylor Way 1045331130000 i $ 111.32 $ 0.30 $ 84.00 $ 195.62 308 136706776 1389 N Tulare Way 1045324020000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 309 136706773 1386 N Tulare Way 1045323090000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 310 136706759 1391 N Ukiah Way 1045322180000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 311 136706694 1338 N Albright Ave 1045311280000 I $ 134.80 $ 0.30 $ 84.00 $ 219.10 312 136706668 1403 N San Antonio Ave 1045303320000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 313 136706664 1427 N San Antonio Ave 1045303280000 $ 96.43 $ 0.30 $ 84.00 $ 180.73 314 136706637 1429 N Albright Ave 1045302150000 $ 134.80_$ 0.30 $ 84.00 $ 219.10 315 136706624 884 W Cumberland St 1045302020000 1 $ 134.80 $ 0.30 $ 84.00 $ 219.10 316 136706612 1472 N San Antonio Ave 1045292460000 $ _134.80 $ 0.30 $ 84.00 $ 219.10 -
317 136706607 1448 N San Antonio Ave 1045292420000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 318 136706604 1422 N San Antonio Ave 1045292380000 $ 144.28 $ 0.30 $ 84.00 $ 228.58 319 136713331 716 W 15th St 1045292020000 i $ 134.80 $ 0.30 $ 84.00 $ 219.10 320 136711200 1473 N Ukiah Way 1045283050000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 321 136778739 1491 N Ukiah Way 1045283020000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 322 136712057 330 Harford PI 1045262060000 $ 305.00 $ 0.30 $ 84.00 $ 389.30 323 136706435 288 W 15th St 1045261020000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 324 136712667 1431 N 1st Ave _ 1045251260000 $ 217.16 $ 0.30 $ 84.00 $ 301.46 325 136717255 1456 N 2nd Ave 1045241080000 $ 384.40 $ 0.30 $ 84.00 $ 468.70 326 136712722 1458 N 6th Ave 1045234010000 I $ _158.16 $ 0.30 $ 84.00 $ 242.46 327 136706215 1412 N 13th Ave 1045201020000 $ 33.16 $ 0.30 $ 84.00 $ 117.46 328 136775936 1463 Diego Way 1045191380000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 329 136706202 1467 Diego Way 1045191370000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 330 136785279 1475 Diego Way 1045191360000 $ 79.08 $ 0.30 $ 84.00 $ 163.38 331 136706192 1466 Diego Way 1045191270000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 332 136706152 1442 Gertrudita Ct 1045176170000 _ $ 134.80 $ 0.30 $ 84.00 $ 219.10 333 136706149 1405 E 14th St 1045176130000 $ 190.96 $ 0.30 $ 84.00 $ 275.26 334 136706139 1431 N Grove Ave 1045176020000 I $ 79.08 $ 0.30 $ 84.00 $ 163.38 335 136721577 1468 E 14th St 1045174060000 $ 34.80 $ 0.30 $ 84.00 $ 119.10 336 136712237 1459 N Alta Ave 1045164070000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 337 136715566 1405 Hildita Ct 1045162070000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 338 136706063 1453 Hildita Ct 1045162030000 $ _134.80 $ 0.30 $ 84.00 $ 219.10 339 136711106 1461 N Monte Verde Ave 1045161050000 $ 79.08 $ 0.30 $ 84.00 $ 163.38 340 136706037 1511 N Grove Ave 1045151330000 $ 134.80 $ 0.30 $ 84.00 $ 219.10

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Finance Manager's Lien Schedule
San Bernardino County Lien Assessment Filing Fee
Line iiiiillirService Address Parcel# Solid Waste Account Total (Processing Fee) (Administrative Recording Fee)
341 136706034 1361 E 15th St 1045151270000 $ 81.98 $ 0.30 $ 84.00 $ 166.28 342 136713627 1512 N Grove Ave 1045151020000 $ 190.96 $ 0.30 $ 84.00 $ 275.26 343 136705964 1531 Francis Way 1045081330000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 344 136713625 1584 N Euclid Ave 1045061140000 $ 157.24 $ 0.30 $ 84.00 $ 241.54 345 136717274 1552 N Euclid Ave 1045061090000 $ 129.44 $ 0.30 $ 84.00 $ 213.74 346 136705856 1565 N Laurel Ave 1045054160000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 347 136712756 160 W 16th St 1045054120000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 348 136719716 1528 Carnation Way 1045043130000 $ 278.30 $ 0.30 $ 84.00 $ 362.60 349 136705804 1528 N Columbine Way 1045042130000 $ 161.00 $ 0.30 $ 84.00 $ 245.30 350 136715831 1537 N Laurel Ave 1045042030000 $ 222.64 $ 0.30 $ 84.00 $ 306.94 351 136705775 1582 N San Antonio Ave 1045023240000 $ 190.96 $ 0.30 $ 84.00 $ 275.26 352 136705753 486 W Aster St 1045021140000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 353 136705752 510 W Aster St 1045021130000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 354 136705736 881 W 15th St 1045012260000 $ 190.96 $ 0.30 $ 84.00 $ 275.26 355 136727292 883 W Jane Ct 1045012170000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 356 136712375 1768 Danielle Way 1044801190000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 357 136780018 1418 Gabriella Ct _ 1044791290000 $ 79.08 $ 0.30 $ 84.00 $ 163.38 358 136786643 1821 Glen Rosa St 1044781020000 $ 79.08 $ 0.30 $ 84.00 $ 163.38 359 136711736 1759 Henderson Way 1044771310000 $ _ 67.40 $ 0.30 $ 84.00 $ 151.70 360 136710641 1024 Tyler Ln 1044771130000 $ 112.36 $ 0.30 $ 84.00 $ 196.66 361 136710943 1423 Cole Ln 1044761040000 $ 112.36 $ 0.30 $ 84.00 $ 196.66 362 136717385 1717 E Swan Loop 1044751300000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 363 136717367 1737 W Swan Loop 1044751030000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 364 136710722 1322 Philo Ct 1044741260000 $ 79.08 $ 0.30 $ 84.00 $ 163.38 365 136710696 1366 Philo Ct 1044741190000 $ _157.16 $ 0.30 $ 84.00 $ 241.46 366 136727957 1832 Eclipse St 1044741120000 $ 52.76 $ 0.30 $ 84.00 $ 137.06 367 136712283 1852 Richards PI 1044741010000 $ 68.16 $ 0.30 $ 84.00 $ 152.46 368 136710416 1860 Pinnacle Way 1044721080000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 369 136713219 1551 Majesty St 1044711430000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 370 136775971 1817 Pinnacle Way 1044711350000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 371 136710363 1796 Pinnacle Way 1044711210000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 372 136710357 1795 Pinnacle Way 1044711160000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 373 136715126 1783 Old Baldy Way 1044711110000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 374 136710305 1776 Dove Way 1044711090000 $ 134.60 $ 0.30 $ 84.00 $ 218.90 375 136710369 1715 Partridge Ave 1044701510000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 376 136710449 1708 Old Baldy Way 1044701300000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 377 136712092 1507 Crestar Ct 1044681180000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 378 136710263 1742 Partridge Ave 1044681110000 $ 175.24 $ 0.30 $ 84.00 $ 259.54 379 136713010 849 Mitchell Way 1044633060000 $ 134.80 $ 0.30 $ 84.00 $ 219.10

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Finance Manager's Lien Schedule
Linelip Parcel# Solid Waste San Bernardino County Lien Assessment Filing Fee Account Total (Processing Fee) (Administrative Recording Fee)
380 136713028 915 Mitchell Way 1044633030000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 381 136715318 768 Dylan Dr 1044632330000 I $ 134.80 $ 0.30 $ 84.00 $ 219.10 382 136712881 739 Mitchell Way 1044632270000 _ $ 112.36 $ 0.30 $ 84.00 $ 196.66 383 136776054 1069 Viewpoint St 1044623050000 $ 214.32 $ 0.30 $ 84.00 $ 298.62 384 136705615 902 Viewpoint St 1044622110000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 385 136705609 1734 Oakview Way 1044621290000 i $ 134.80 $ 0.30 $ 84.00 $ 219.10 386 136705604 1740 Eastview Ave _ 1044621220000 $ 34.80 $ 0.30 $ 84.00 $ 119.10 -
387 136723291 1721 Dosh Way 1044611580000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 388 136789219 1315 Tyler Ln 1044611470000 $ 82.26 $ 0.30 $ 84.00 $ 166.56 389 136698403 848 Via Maria 1044602720000 1 $ 134.80 $ 0.30 $ 84.00 $ 219.10 390 136776072 848 W 17th St 1044601050000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 391 136713383 1663 N Vallejo Way 1044592340000 $ 36.46 $ 0.30 $ 84.00 $ 120.76 392 136705510 1662 N San Antonio Ave 1044592180000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 393 136705501 606 Fremont St 1044591070000 1 $ 287.12 $ 0.30 $ 84.00 $ 371.42 394 136705485 1622 N Quince Ave 1044583100000 $ _132.60 $ 0.30 $ 84.00 $ 216.90 -
395 136705452 1675 N Quince Way 1044574090000 $ 41.20 $ 0.30 $ 84.00 $ 125.50 396 136714816 1695 N Palm Ave 1044574010000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 397 136705399 1679 N Laurel Ave 1044561030000 i $ 240.52 $ 0.30 $ 84.00 $ 324.82 398 136717287 1664 N 1st Ave 1044551240000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 399 136782433 1696 N Euclid Ave 1044551100000 $ 82.80 $ 0.30 $ 84.00 $ 167.10 400 136726145 1653 N 3rd Ave 1044542210000 $ 222.64 $ 0.30 $ 84.00 $ 306.94 401 136705316 1697 N 2nd Ave 1044541010000 $ 58.16 $ 0.30 $ 84.00 $ 142.46 402 136705287 1618 Winston Way 1044531300000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 403 136705285 1604 Winston Way 1044531280000 $ 190.96 $ 0.30 $ 84.00 $ 275.26 404 136705277 1637 Francis Way 1044531170000 I $ _112.36 $ 0.30 $ 84.00 $ 196.66 405 136705271 431 Merrimac St 1044531100000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 406 136705250 1683 Winston Way 1044521430000 $ _ 67.40 $ 0.30 $ 84.00 $ 151.70 407 136705230 1688 Fernbrook Way 1044521160000 $ 184.36 $ 0.30 $ 84.00 $ 268.66 408 136715046 1613 Watson Ct 1044491620000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 409 136787130 1635 Faldo Ct 1044491280000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 410 136715392 1610 Nicklaus Ct 1044463180000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 411 136705206 1726 Winston Ave 1044391360000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 412 136705172 598 Lurline Ct 1044381490000 I $ 94.84 $ 0.30 $ 84.00 $ 179.14 413 136705153 443 Avalon Ct 1044381260000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 414 136705144 1751 N Sunnybrook Ave 1044381160000 $ 236.76 $ 0.30 $ 84.00 $ 321.06 415 136712588 1777 N 3rd Ave 1044373120000 $ 29.92 $ 0.30 $ 84.00 $ 114.22 416 136714823 1753 N 1st Ave 1044371110000 $ _ 33.70 $ 0.30 $ 84.00 $ 118.00 417 136705082 1708 N 2nd Ave 1044363100000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 418 136711706 85 W 17th St 1044351060000 $ 256.80 $ 0.30 $ 84.00 $ 341.10

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Finance Manager's Lien Schedule
r
Line Account# Service Address Parcel# , Solid Waste San Bernardino County Lien Assessment Filing Fee Account Total (Processing Fee) (Administrative Recording Fee)
419 136716766 1754 N Tulare Way 1044331220000 1 $ 63.96 $ 0.30 $ 84.00 $ 148.26 420 136704968 1705 N Redding Way 1044331060000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 421 136716765 1737 N Redding Way 1044331020000 $ _ 79.08 $ 0.30 $ 84.00 $ 163.38 -
422 136704931 1770 N San Antonio Ave 1044321090000 $ 44.96 $ 0.30 $ 84.00 $ 129.26 423 136711582 1714 N San Antonio Ave 1044321020000 $ 151.88 $ 0.30 $ 84.00 $ 236.18 424 136704862 1843 N Vallejo Way 1044303010000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 425 136725359 1842 Balboa Way 1044302310000 $ 25.58 $ 0.30 $ 84.00 $ 109.88 426 136704853 1837 Albright Way 1044302180000 $ 321.48 $ 0.30 $ 84.00 $ 405.78 427 136704848 1822 Albright Way 1044302120000 $ 216.36 $ 0.30 $ 84.00 $ 300.66 428 136711860 1819 N Tulare Way 1044291500000 i $ 67.40 $ 0.30 $ 84.00 $ 151.70 429 136704798 252 W 19th St 1044281240000 $ 260.44 $ 0.30 $ 84.00 $ 344.74 430 136704782 1891 N Euclid Ave 1044281030000 $ 213.40 $ 0.30 $ 84.00 $ 297.70 431 136704747 1811 N 2nd Ave 1044262130000 $ 184.36 $ 0.30 $ 84.00 $ 268.66 432 136711397 1894 N Euclid Ave 1044251060000 1 $ 222.64 $ 0.30 $ 84.00 $ 306.94 433 136713114 1867 Sunkist St 1044242360000 $ 50.48 $ 0.30 $ 84.00 $ 134.78 434 136715333 306 E 20th St 1044081170000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 435 136704652 1930 N 3rd Ave 1044071090000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 436 136704608 1931 N Redding Way 1044042090000 i $ 158.16 $ 0.30 $ 84.00 $ 242.46 437 136720770 591 Kenwood St _ 1044041130000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 -
438 136704599 497 Kenwood St 1044041100000 $ 175.24 $ 0.30 $ 84.00 $ 259.54 439 136704592 780 Coral Tree Way 1044032270000 $ 260.44 $ 0.30 $ 84.00 $ 344.74 440 136704588 1884 Live Oak Way 1044032220000 $ 190.96 $ 0.30 $ 84.00 $ 275.26 441 136704574 1916 N Vallejo Way 1044031140000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 442 136704506 711 Kenwood St 1044012130000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 443 136704489 882 W 20th St 1044011040000 I $ _158.16 $ 0.30 $ 84.00 $ 242.46 444 136704457 2028 N Coolcrest Ave 1043561550000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 445 136704435 2092 N Albright Ave 1043561300000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 446 136716690 2055 N San Antonio Ave 1043561240000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 447 136704409 2083 N Redding Way 1043551320000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 448 136704345 2003 N Palm Ave 1043531180000 $ 184.36 $ 0.30 $ 84.00 $ 268.66 449 136704327 120 W 21st St 1043523180000 $ 44.72 $ 0.30 $ 84.00 $ 129.02 450 136704298 2008 N Euclid Ave 1043511280000 $ 244.72 $ 0.30 $ 84.00 $ 329.02 451 136704293 2036 N Tapia Way 1043511200000 I $ _248.84 $ 0.30 $ 84.00 $ 333.14 452 136717446 410 E Ashbury Ln 1043341360000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 453 136704149 2129 N 1st Ave 1043331120000 $ _ 67.60 $ 0.30 $ 84.00 $ 151.90 454 136704142 2104 N 1st Ave 1043331050000 $ 79.08 $ 0.30 $ 84.00 $ 163.38 455 136704113 258 W 22nd St 1043321050000 $ 161.00 $ 0.30 $ 84.00 $ 245.30 456 136704091 2140 N Tulare Ct 1043301180000 $ 222.64 $ 0.30 $ 84.00 $ 306.94 457 136713443 746 W 22nd St 1043293050000 $ 67.40 $ 0.30 $ 84.00 $ 151.70

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Finance Manager's Lien Schedule
Line Account# Service Addres Parcel# Solid Waste San Bernardino County Lien Assessment Filing Fee Account Total (Processing Fee) (Administrative Recording Fee)
458 136704004 884 Kimberly Ct 1043281270000 $ 222.64 $ 0.30 $ 84.00 $ 306.94 459 136703999 1874 Juliet Ct 1043281200000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 460 136703970 _ 879 W 22nd St 1043271320000 $ 52.88 $ 0.30 $ 84.00 $ 137.18 461 136715260 2227 N Albright Ave 1043271180000 $ 89.72 $ 0.30 $ 84.00 $ 174.02 462 136712726 700 W 23rd St 1043262180000 $ 170.28 $ 0.30 $ 84.00 $ 254.58 463 136703905 i2215 N Euclid Ave 1043241410000 $ 117.36 $ 0.30 $ 84.00 $ 201.66 464 136703885 2206 N Laurel Way 1043241170000 $ 265.92 $ 0.30 $ 84.00 $ 350.22 465 136716674 2264 N Laurel Ave 1043232100000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 466 136703866 210 Emerson St 1043232060000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 467 136717423 2278 N Euclid Ave 1043221350000 $ 222.64 $ 0.30 $ 84.00 $ 306.94 468 136703838 2225 N 1st Ave 1043221290000 $ 151.88 $ 0.30 $ 84.00 $ 236.18 469 136717449 2219 N 3rd Ave 1043211250000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 470 136712844 215 Revere St 1043201240000 $ 35.80 $ 0.30 $ 84.00 $ 120.10 471 136775923 2279 N Campus Ave 1043191180000 $ 81.98 $ 0.30 $ 84.00 $ 166.28 472 136717431 2293 N Campus Ave 1043191160000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 473 136717430 658 Trail View Ct 1043191100000 $ 178.08 $ 0.30 $ 84.00 $ 262.38 474 136715828 2240 N Campus Ave 1043191040000 $ 178.08 $ 0.30 $ 84.00 $ 262.38 475 136703638 1361 Julia Ct 1043061130000 $ 212.24 $ 0.30 $ 84.00 $ 296.54 476 136703637 362 Julia Ct 1043061120000 $ 204.28 $ 0.30 $ 84.00 $ 288.58 477 136703589 140 W 24th St 1043041400000 $ 184.36 $ 0.30 $ 84.00 $ 268.66 478 136703556 320 Browning St 1043032180000 $ 239.04 $ 0.30 $ 84.00 $ 323.34 479 136716603 380 Browning St 1043032160000 $ 173.32 $ 0.30 $ 84.00 $ 257.62 480 136715908 251 Tennyson St 1043032020000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 481 136716624 2322 N San Antonio Ave 1043023150000 $ 161.00 $ 0.30 $ 84.00 $ 245.30 482 136703532 720 W Byron Ct 1043023070000 $ _158.16 $ 0.30 $ 84.00 $ 242.46 483 136716610 2315 W Orange Dr 1043022170000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 484 136703476 2368 N Vallejo Way 1043011200000 $ 151.88 $ 0.30 $ 84.00 $ 236.18 485 136715145 776 W 24th St 1043011030000 $ 210.56 $ 0.30 $ 84.00 $ 294.86 486 136782028 916 Azure Ct 1008251150000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 487 136685341 420 S Mountain Ave 1008242070000 $ 36.87 $ 0.30 $ 84.00 $ 121.17 488 136703461 1069 Harrison Ct 1008122350000 $ 190.96 $ 0.30 $ 84.00 $ 275.26 489 136712578 1047 Hampden Ct 1008122190000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 490 136703439 1068 Hampden Ct 1008122080000 $ 282.88 $ 0.30 $ 84.00 $ 367.18 491 136715138 1005 W 7th St 1008122010000 $ 79.08 $ 0.30 $ 84.00 $ 163.38 492 136727658 349 Cardinal Ln 1007741780000 $ 112.36 $ 0.30 $ 84.00 $ 196.66 493 136714498 289 Cardinal Ln 1007741660000 $ 94.30 $ 0.30 $ 84.00 $ 178.60 494 136727983 282 Cardinal Ln 1007741630000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 495 136720869 2440 Trojan Way 1007741070000 $ 168.50 $ 0.30 $ 84.00 $ 252.80 496 136776060 2584 Blanchard PI 1007731180000 $ 158.16 $ 0.30 $ 84.00 $ 242.46

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Finance Manager's Lien Schedule
Line Service Address Parcel# Solid Waste San Bernardino County Lien Assessment Filing Fee Account Total (Processing Fee) (Administrative Recording Fee)
497 136699124 61 N Loma PI 1007655070000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 498 136548054 1870 W 9th St 1007655050000 $ 377.50 $ 0.30 $ 84.00 $ 461.80 499 136547741 1924 W 9th St 1007653070000 $ 132.94 $ 0.30 $ 84.00 $ 217.24 500 136699004 1948 W 9th St 1007653050000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 501 136625917 155 N Benson Ave 1007643170000 $ 777.65_$ 0.30 $ 84.00 $ 861.95 502 136715973 8793 S Sierra PI 1007643010000 $ 95.48 $ 0.30 $ 84.00 $ 179.78 503 136709754 143 S Sierra PI 1007642150000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 504 136715229 132 Montrose Ave 1007611380000 $ 50.32 $ 0.30 $ 84.00 $ 134.62 505 136710101 126 Irving Way 1007611240000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 506 136778032 134 Coral Way 1007611150000 $ 79.08 $ 0.30 $ 84.00 $ 163.38 507 136548170 1318 W 9th St 1007591010000 $ 398.82 $ 0.30 $ 84.00 $ 483.12 508 136716104 165 S Grayson Way 1007571310000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 509 136720241 1018 W 9th St 1007561120000 $ 33.70 $ 0.30 $ 84.00 $ 118.00 510 136683349 1052 W 9th St 1007561100000 $ 876.95 $ 0.30 $ 84.00 $ 961.25 511 136775838 _ 1096 W 9th St 1007561090000 _ $ 1,552.11 $ 0.30 $ 84.00 $ 1,636.41 512 136780800 1154 W 9th St 1007561040000 $ 1,555.30 $ 0.30 $ 84.00 $ 1,639.60 136548077
513 136703288 929 W 8th St 1007553030000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 514 136713622 193 S Sherman Way 1007552280000 $ 187.20 $ 0.30 $ 84.00 $ 271.50 515 136715957 126 Mason Way 1007552030000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 516 136625274 948 W 9th St _ 1007551060000 $ 1,422.80 $ 0.30 $ 84.00 $ 1,507.10 517 136781862 1027 W 9th St 1007531110000 $ 2,173.60 $ 0.30 $ 84.00 $ 2,257.90 518 136783063 1037 W 9th St 1007531090000 $ 2,031.90 $ 0.30 $ 84.00 $ 2,116.20 519 136725409 1111 W 9th St 1007531080000 $ 444.25 $ 0.30 $ 84.00 $ 528.55 520 136631136 261 N Mountain Ave 1007511110000 $ 670.95 $ 0.30 $ 84.00 $ 755.25 521 136783629 1273 W 9th St 1007511090000 $ 577.97 $ 0.30 $ 84.00 $ 662.27 522 136698378 1500 Corte Hacienda 1007482580000 $ _ 56.18 $ 0.30 $ 84.00 $ 140.48 523 136698368 1542 Corte Santana 1007482400000 $ 56.18 $ 0.30 $ 84.00 $ 140.48 524 136698335 1555 Corte Santana 1007482060000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 525 136720472 481 Corte Blanco 1007481750000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 526 136698321 1521 Corte Hacienda 1007481720000 _ $ 134.80 $ 0.30 $ 84.00 $ 219.10 527 136698291 431 Corte Rojo 1007481350000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 528 136719387 451 Corte Rojo 1007481330000 $ _134.80 $ 0.30 $ 84.00 $ 219.10 529 136698287 1581 Corte Hacienda 1007481300000 $ 56.18 $ 0.30 $ 84.00 $ 140.48 530 136656438 1638 W Huntington Dr 1007462040000 $ 2,651.24 $ 0.30 $ 84.00 $ 2,735.54 531 136699125 1791 W 9th St 1007461160000 $ 292.96 $ 0.30 $ 84.00 $ 377.26 532 136716150 467 Hervey Ave 1007442250000 $ _287.12 $ 0.30 $ 84.00 $ 371.42 533 136727118 313 Hervey Ave 1007442230000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 534 136716145 377 Drake Ave 1007441170000 $ 67.40 $ 0.30 $ 84.00 $ 151.70

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Finance Manager's Lien Schedule
Line Account# Service Addres Parcel# Solid Waste San Bernardino County Lien Assessment Filing Fee Account Total (Processing Fee) (Administrative Recording Fee)
535 136725968 360 N Central Ave 1007441020000 $ 77.65 $ 0.30 $ 84.00 $ 161.95 536 136726552 1230 Vista PI 1007432030000 $ 239.72 $ 0.30 $ 84.00 $ 324.02 537 136710192 290 Claremont Blvd 1007362040000 _ $ 158.16 $ 0.30 $ 84.00 $ 242.46 538 136714576 694 N Central Ave 1007292770000 $ 112.36 $ 0.30 $ 84.00 $ 196.66 539 136776025 738 N Central Ave 1007292730000 $ 66.47 $ 0.30 $ 84.00 $ 150.77 540 136726133 i756 N Central Ave 1007292650000 $ 79.08 $ 0.30 $ 84.00 $ 163.38 541 136716864 1970 W 11th St 1007292580000 $ 129.44 $ 0.30 $ 84.00 $ 213.74 542 136726555 741 Sawyer PI 1007292460000 $ 56.18 $ 0.30 $ 84.00 $ 140.48 543 136778371 1966 Baxter Ln 1007292130000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 544 136713669 648 N Central Ave 1007292050000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 545 136716865 652 N Central Ave 1007292040000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 546 136776023 664 N Central Ave 1007292030000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 547 136625136 1658 W 11th St 1007261140000 $ 39.54_$ 0.30 $ 84.00 $ 123.84 548 136703193 1415 W Arrow Hwy 1007243020000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 549 136703190 1483 W Arrow Hwy 1007242130000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 550 136777973 1466 W Winn Dr 1007242080000 $ 178.08 $ 0.30 $ 84.00 $ 262.38 551 136716219 604 N Glenwood Way 1007241020000 $ 134.56 $ 0.30 $ 84.00 $ 218.86 552 136703159 1374 W Elmwood St 1007233180000 $ 222.64 $ 0.30 $ 84.00 $ 306.94 553 136703153 651 N Redwood Ave 1007233090000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 554 136703143 1404 W 11th St 1007232320000 $ 190.96 $ 0.30 $ 84.00 $ 275.26 555 136703110 1373 W Arrow Hwy 1007224180000 $ 231.40 $ 0.30 $ 84.00 $ 315.70 556 136711861 1328 W Winn Dr 1007224080000 $ 143.56 $ 0.30 $ 84.00 $ 227.86 557 136714738 1365 W Elmwood St 1007222250000 $ 175.24 $ 0.30 $ 84.00 $ 259.54 558 136703077 1313 W Hallwood Ct 1007222070000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 559 136703069 740 N Silverwood Ave 1007221130000 $ 208.44 $ 0.30 $ 84.00 $ 292.74 560 136547490 521 N Mountain Ave 1007211430000 $ 1,055.35 $ 0.30 $ 84.00 $ 1,139.65 561 136544934 719 N Wedgewood Ave 1007211060000 $ 670.95 $ 0.30 $ 84.00 $ 755.25 562 136703049 1055 W Arrow Hwy 1007202050000 $ 56.18 $ 0.30 $ 84.00 $ 140.48 563 136777170 641 N Juniper Ave 1007201010000 $ 168.50 $ 0.30 $ 84.00 $ 252.80 564 136703031 1066 W Cedar Ct 1007194030000 $ 79.08 $ 0.30 $ 84.00 $ 163.38 565 136711583 1048 W 11th St 1007193310000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 566 136716232 732 Birch Ave 1007193240000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 567 136703008 696 N Juniper Ave 1007193030000 $ _112.36 $ 0.30 $ 84.00 $ 196.66 568 136778786 577 N Maple Way 1007181200000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 569 136702958 858 N Magnolia Ave 1007172030000 $ 187.20 $ 0.30 $ 84.00 $ 271.50 570 136702954 955 W 11th St 1007171100000 $ 85.28 $ 0.30 $ 84.00 $ 169.58 571 136702924 955 Golden Rain St 1007162080000 $ _134.80 $ 0.30 $ 84.00 $ 219.10 572 136702913 1041 Golden Rain St 1007161080000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 573 136721704 1009 Golden Rain St 1007161050000 $ 112.36 $ 0.30 $ 84.00 $ 196.66

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Finance Manager's Lien Schedule
Line Account# Service Address Parcel# Solid Waste San Bernardino County Lien Assessment Filing Fee Account Total (Processing Fee) (Administrative Recording Fee)
574 136547995 1234 W Foothill Blvd 1007131050000 $ 1,600.23 $ 0.30 $ 84.00 $ 1,684.53 575 136715911 12112 Crescent Moon 1007052050000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 576 136724289 _ 822 Starry Night 1007042350000 $ 56.18 $ 0.30 $ 84.00 $ 140.48 577 136722983 2040 Divine Arroyo 1007042170000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 578 136775883 811 Starry Night 1007041540000 $ 79.08_$ 0.30 $ 84.00 $ 163.38 579 136778231 2087 W 11th St 1007041070000 $ 58.16 $ 0.30 $ 84.00 $ 142.46 580 136780749 2323 Apple Ct 1007032540000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 581 136716887 2294 Apple Ct 1007032470000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 582 136715640 2312 Apple Ct 1007032460000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 583 136715226 2238 Rose Garden Ct 1007032280000 $ 56.18 $ 0.30 $ 84.00 $ 140.48 584 136782067 2218 Rose Garden Ct 1007032260000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 585 136715405 845 Brynlee PI 1007031500000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 586 136786821 2368 Yasamin PI 1007031280000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 587 136716883 2376 Yasamin PI 1007031260000 $ 112.36 $ 0.30 $ 84.00 $ 196.66 588 136728105 2388 Yasamin PI 1007031230000 $ _ 79.08 $ 0.30 $ 84.00 $ 163.38 589 136714177 827 Parisa PI 1007031190000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 590 136715152 2266 Strawberry Ct 1007023210000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 591 136715506 2296 Strawberry Ct 1007023070000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 592 136716888 2297 Strawberry Ct 1007023020000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 593 136715015 2333 Sunflower Ct 1007022580000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 594 136727105 893 Mango Ct 1007022240000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 595 136714035 2326 Helen Ave 1007021710000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 596 136714400 862 Julie PI 1007021560000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 597 136714442 866 Julie PI 1007021540000 $ 82.72 $ 0.30 $ 84.00 $ 167.02 598 136714444 884 Julie PI 1007021470000 $ _134.80 $ 0.30 $ 84.00 $ 219.10 599 136714434 896 Julie PI 1007021440000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 600 136714745 885 Harvest Ave 1007021260000 $ 67.40 $ 0.30 $ 84.00 $ _ 151.70 601 136546164 1400 W 13th St 1006501016037 $ 32.10 $ 0.30 $ 84.00 $ 116.40 602 136686726 965 W Foothill Blvd 1006482150000 $ 1,499.22 $ 0.30 $ 84.00 $ 1,583.52 603 136702868 1333 N Magnolia Ave 1006465150000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 604 136720423 967 W 13th St 1006465060000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 605 136702822 956 W 14th St 1006461040000 $ 161.06 $ 0.30 $ 84.00 $ 245.36 606 136702820 994 W 14th St 1006461010000 $ 34.80 $ 0.30 $ 84.00 $ 119.10 607 136711215 1370 N Oxford Way 1006451160000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 608 136702778 1150 W Molly Ct 1006442060000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 609 136702697 1325 W Brenda Ct 1006431190000 $ 127.30 $ 0.30 $ 84.00 $ 211.60 610 136702603 1359 N Wilson Ave 1006411590000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 611 136716351 1402 W 14th St 1006411460000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 612 136548221 1531 W 13th St 1006391100000 $ 163.97 $ 0.30 $ 84.00 $ 248.27

Page 440 of 1000 ends

Finance Manager's Lien Schedule
San Bernardino County Lien Assessment Filing Fee
Line iiiiillirService Address Parcel# Solid Waste Account Total i (Processing Fee) (Administrative Recording Fee) _ 613 136714326 1582 Bayport Harbor 1006231530000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 614 136711846 1579 Kensington Grove 1006231490000 I $ 134.80 $ 0.30 $ 84.00 $ 219.10 615 136712005 1518 Denham Dr 1006231280000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 616 136698270 1412 Lemon Tree Cir 1006221580000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 617 136698263 1437 Leaf Cir 1006221500000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 618 136699094 1432 Twig Cir 1006211420000 I $ 190.96 $ 0.30 $ 84.00 $ 275.26 619 136698713 1376 Orchard Cir 1006211150000 $ 112.36 $ 0.30 $ 84.00 $ 196.66 620 136782533 1349 Orchard Cir 1006211070000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 621 136698196 1340 Bark Cir 1006201610000 $ 79.08 $ 0.30 $ 84.00 $ 163.38 622 136698193 1429 E Lemonwood Dr 1006201560000 1 $ 134.80 $ 0.30 $ 84.00 $ 219.10 623 136723554 1408 N Palomino Ave 1006201110000 $ 79.08 $ 0.30 $ 84.00 $ 163.38 624 136702508 1425 N Mountain Ave 1006201050000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 625 136711926 1172 W Cindy Ct 1006181490000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 626 136702450 1474 N Erin Ave 1006181410000 I $ 67.40 $ 0.30 $ 84.00 $ 151.70 627 136702437 1187 W Colleen Ct 1006181230000 _ $ 34.80 $ 0.30 $ 84.00 $ 119.10 628 136712961 929 W Cumberland St 1006162030000 $ 118.68 $ 0.30 $ 84.00 $ 202.98 629 136702349 992 W Westridge Ct 1006161340000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 630 136702344 905 W 14th St 1006161260000 i $ 134.80 $ 0.30 $ 84.00 $ 219.10 631 136702331 1477 N Mulberry Ave 1006161090000 $ 78.72 $ 0.30 $ 84.00 $ 163.02 632 136716429 1558 N Omalley Ave 1006144160000 $ 231.40 $ 0.30 $ 84.00 $ 315.70 633 136702235 1032 W 16th St 1006142100000 $ 41.20 $ 0.30 $ 84.00 $ 125.50 634 136702225 1546 N Kelly Ave 1006141440000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 635 136702203 1554 N Kelly Ave 1006133010000 $ 79.08 $ 0.30 $ 84.00 $ 163.38 636 136715220 1150 W Aster St 1006131380000 $ 222.64 $ 0.30 $ 84.00 $ 306.94 637 136715715 1561 N Wedgewood Way 1006122360000 I $ _158.16 $ 0.30 $ 84.00 $ 242.46 638 136702161 1565 N Wedgewood Way 1006122350000 $ 69.84 $ 0.30 $ 84.00 $ 154.14 639 136702092 1288 W Coronado St 1006112140000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 640 136702077 1261 W Coronado St 1006111200000 $ 69.84 $ 0.30 $ 84.00 $ 154.14 641 136711875 1547 N_Mountain Ave 1006111010000 $ 214.32 $ 0.30 $ 84.00 $ 298.62 642 136716445 1401 W 15th St 1006104100000 $ 112.36 $ 0.30 $ 84.00 $ 196.66 643 136702023 1527 Fairwood Way 1006102140000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 644 136702014 1527 N Glenwood Way 1006102050000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 645 136724641 1586 N Redwood Way 1006092450000 I $ 62.00 $ 0.30 $ 84.00 $ 146.30 646 136781737 1562 N Glenwood Way 1006092260000 $ 107.16 $ 0.30 $ 84.00 $ 191.46 647 136715698 1577 N Lakewood Way 1006092180000 $ 247.16 $ 0.30 $ 84.00 $ 331.46 648 136701954 1580 N Lakewood Way 1006092090000 $ 206.72 $ 0.30 $ 84.00 $ 291.02 649 136701934 1399 Cody Ct _ 1006091140000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 650 136714144 1512 Johnson Ct 1006083180000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 651 136776073 1576 Cloverdale Ave 1006081350000 $ 67.40 $ 0.30 $ 84.00 $ 151.70

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Finance Manager's Lien Schedule
Line Service Address= Parcel# Solid Waste San Bernardino County Lien Assessment Filing Fee Account Total (Processing Fee) (Administrative Recording Fee)
652 136711042 1502 Cloverdale Ave 1006081220000 $ 222.64 $ 0.30 $ 84.00 $ 306.94 653 136715819 1614 Honeysuckle PI 1005504210000 $ 112.36 $ 0.30 $ 84.00 $ 196.66 654 136715741 1614 Mahogany Tree PI 1005504010000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 655 136782468 1781 Palmetto Tree PI 1005503500000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 656 136715632 1733 Beech Tree PI 1005503200000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 657 136715650 1734 Hemlock Tree PI 1005503130000 $ 121.66 $ 0.30 $ 84.00 $ 205.96 658 136715631 1665 Yarrow PI 1005502200000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 659 136715595 1681 Frankline PI 1005502160000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 660 136715592 1683 Frankline PI 1005502150000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 661 136715597 1687 Frankline PI 1005502130000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 662 136715585 1679 Poplar PI 1005502060000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 663 136719615 1646 Coral Bells PI 1005501750000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 664 136782317 1705 Almond Tree PI _ 1005501490000 $ 112.36 $ 0.30 $ 84.00 $ 196.66 665 136715866 1703 Almond Tree PI 1005501480000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 666 136715570 1716 Amaranthus Tree PI 1005501320000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 667 136715557 1632 Crepe Myrtle PI 1005501200000 $ 99.80 $ 0.30 $ 84.00 $ 184.10 668 136543243 2153 Baseline Rd 1005491070000 $ 15,820.46 $ 0.30 $ 84.00 $ 15,904.76 669 136715422 1633 Burlington PI 1005483530000 $ 67.28 $ 0.30 $ 84.00 $ 151.58 670 136714580 1633 Topeka PI 1005483160000 $ 77.60 $ 0.30 $ 84.00 $ 161.90 671 136709892 1664 W Mammoth Dr 1005461150000 $ 32.80 $ 0.30 $ 84.00 $ 117.10 672 136710026 1680 W Mammoth Dr 1005461130000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 673 136710162 1757 W Andes Dr 1005452580000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 674 136726738 1678 W Andes Dr 1005451250000 $ 79.08 $ 0.30 $ 84.00 $ 163.38 675 136701881 1582 Mimosa Ct 1005441640000 $ 190.96 $ 0.30 $ 84.00 $ 275.26 676 136701877 1578 Mimosa Ct 1005441590000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 677 136701873 1637 Orangewood Ave 1005441510000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 678 136701871 1557 Sullivan St 1005441490000 $ 278.80 $ 0.30 $ 84.00 $ 363.10 679 136701841 1603 N Wilson Ave 1005441110000 $ 50.32 $ 0.30 $ 84.00 $ 134.62 680 136725357 1672 Glenwood Ave 1005431600000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 681 136701794 1537 Hazel Ct 1005431180000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 682 136779431 1400 Sullivan St 1005424320000 $ 52.72 $ 0.30 $ 84.00 $ 137.02 683 136701760 1395 W 16th St 1005424030000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 684 136698188 1011 W 16th St 1005384430000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 685 136701612 1104 W 17th St 1005381010000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 686 136719622 1674 N Mulberry Ave 1005371120000 $ 100.28 $ 0.30 $ 84.00 $ 184.58 687 136701472 1764 N Erin Ave 1005344030000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 688 136701380 1788 N Wilson Ave 1005321110000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 689 136710995 1780 N Wilson Ave 1005321090000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 690 136701342 1739 Orangewood Ave 1005301690000 $ 134.80 $ 0.30 $ 84.00 $ 219.10

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Finance Manager's Lien Schedule
San Bernardino County Lien Assessment Filing Fee
Line iiiiillirService Address arcel# Solid Waste Account Total (Processing Fee) (Administrative Recording Fee)
691 136712700 1740 Orangewood Ave 1005301650000 $ 214.32 $ 0.30 $ 84.00 $ 298.62 692 136716465 1716 Orangewood Ave 1005301610000 $ 184.36 $ 0.30 $ 84.00 $ 268.66 693 136701307 1739 N Wilson Ave 1005301120000 $ 107.16 $ 0.30 $ 84.00 $ 191.46 694 136782075 1795 N Wilson Ave 1005291650000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 695 136724865 1753 Orangewood Ave 1005291460000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 696 136701284 1576 W Clark St 1005291440000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 697 136723123 1832 N Millsweet Dr 1005211120000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 698 136716376 1824 N Millsweet Dr 1005211110000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 699 136721957 1840 Vail Way 1005201380000 $ 265.92 $ 0.30 $ 84.00 $ 350.22 700 136701199 1564 Resort St 1005191530000 $ 222.64 $ 0.30 $ 84.00 $ 306.94 701 136701191 1548 W Buffington St 1005191420000 $ 69.28 $ 0.30 $ 84.00 $ 153.58 702 136723774 1331 Darnell St 1005181480000 $ 79.08 $ 0.30 $ 84.00 $ 163.38 703 136701124 1312 Darnell St 1005181230000 $ 58.70 $ 0.30 $ 84.00 $ 143.00 704 136701111 1856 N Wilson Ave 1005181040000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 705 136701110 1850 N Wilson Ave 1005181030000 $ 101.80 $ 0.30 $ 84.00 $ 186.10 706 136778603 1833 Lakewood Ave 1005171500000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 707 136701075 1330 Auburn St _ 1005171110000 $ 248.84 $ 0.30 $ 84.00 $ 333.14 708 136701071 1805 N Palomino Ave 1005161520000 $ 112.36 $ 0.30 $ 84.00 $ 196.66 709 136701068 1831 N Palomino Ave 1005161480000 $ 79.08 $ 0.30 $ 84.00 $ 163.38 710 136727627 1226 Azalea Ct 1005161110000 $ 79.08 $ 0.30 $ 84.00 $ 163.38 711 136716754 1864 N Kelly Ave 1005151620000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 712 136700999 1183 W Eileen Ct 1005151280000 $ 99.52 $ 0.30 $ 84.00 $ 183.82 713 136710080 1018 W Buffington St 1005142130000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 714 136700972 1080 W Buffington St 1005142070000 $ 199.28 $ 0.30 $ 84.00 $ 283.58 715 136700948 989 W 18th St 1005133450000 $ 95.48 $ 0.30 $ 84.00 $ 179.78 716 136716752 1842 Mulberry Way 1005133380000 $ 190.96 $ 0.30 $ 84.00 $ 275.26 717 136700917 1876 N Coolcrest Ave 1005132020000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 718 136713728 970 W 19th St 1005131030000 $ 95.48 $ 0.30 $ 84.00 $ 179.78 719 136713764 1905 N Omalley Way 1005121670000 $ 192.32 $ 0.30 $ 84.00 $ 276.62 720 136700893 1915 Eloise Way 1005121470000 $ 190.96 $ 0.30 $ 84.00 $ 275.26 721 136713779 1942 Eloise Way 1005121420000 $ 94.24 $ 0.30 $ 84.00 $ 178.54 722 136700861 1942 N Coolcrest Way 1005121090000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 723 136713289 1987 N Cheshire Way 1005091070000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 724 136728099 1328 W 19th St 1005071330000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 725 136700717 1301 W 19th St 1005071050000 $ 190.96 $ 0.30 $ 84.00 $ 275.26 726 136712632 1581 W Evergreen Dr 1005061290000 $ 41.44 $ 0.30 $ 84.00 $ 125.74 727 136700630 2048 Birkdale Ave 1004331410000 $ 158.16_$ 0.30 $ 84.00 $ 242.46 728 136700620 1482 Windsong Ct 1004331290000 $ 143.56 $ 0.30 $ 84.00 $ 227.86 729 136700574 1473 Oriole PI 1004311770000 $ 134.80 $ 0.30 $ 84.00 $ 219.10

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Finance Manager's Lien Schedule
Line Account# Service Addres Parcel# Solid Waste San Bernardino County Lien Assessment Filing Fee Account Total MI (Processing Fee) (Administrative Recording Fee)
730 136782601 1358 Willowbrook Ln 1004301940000 $ 41.20 $ 0.30 $ 84.00 $ 125.50 731 136716557 1363 Running Creek Ln 1004301830000 I $ 35.95 $ 0.30 $ 84.00 $ 120.25 732 136700491 1349 Brookside Ct 1004301550000 $ 74.72 $ 0.30 $ 84.00 $ 159.02 733 136700454 1248 Brookdale Dr 1004301060000 $ 112.36 $ 0.30 $ 84.00 $ 196.66 734 136711718 2082 Bridgewood Way 1004291520000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 735 136781935 1344 Brookhaven PI 1004291400000 i $ 158.16 $ 0.30 $ 84.00 $ 242.46 736 136700411 2066 Stonebrook Ln 1004291130000 $ _134.80 $ 0.30 $ 84.00 $ 219.10 737 136700385 1178 Rae Ct 1004281150000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 738 136724833 2040 N Omalley Way 1004271710000 $ _ 79.08 $ 0.30 $ 84.00 $ 163.38 739 136700340 2077 N Omalley Way 1004271210000 i $ 158.16 $ 0.30 $ 84.00 $ 242.46 740 136700314 902 W 21st St 1004261640000 $ 52.20 $ 0.30 $ 84.00 $ 136.50 741 136711943 2134 N Coolcrest Ave 1004254060000 $ 111.32 $ 0.30 $ 84.00 $ 195.62 742 136700249 958 W 22nd St 1004253120000 $ 79.08 $ 0.30 $ 84.00 $ 163.38 743 136700203 1166 Jefferson St 1004241480000 i $ 175.24 $ 0.30 $ 84.00 $ 259.54 744 136784615 1048 W 22nd St 1004231270000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 745 136727349 1362 N Sunrise Cir 1004211770000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 746 136777665 2136 E Sunrise Cir 1004211480000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 747 136700090 1422 S Sunrise Cir 1004211220000 i $ 79.08 $ 0.30 $ 84.00 $ 163.38 748 136698044 2184 Paris Cir 1004201120000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 749 136698040 2183 Paris Cir 1004201080000 $ 112.36 $ 0.30 $ 84.00 $ 196.66 750 136700036 1526 Somerset Way 1004191250000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 751 136700010 2256 Tulip Ave 1004131420000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 752 136700006 2207 Lily Ave 1004131360000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 753 136699983 1469 Marigold St 1004131050000 $ 151.88 $ 0.30 $ 84.00 $ 236.18 754 136699956 1346 Fuchsia St 1004123140000 I $ 79.08 $ 0.30 $ 84.00 $ 163.38 755 136716542 2279 Wisteria Ave 1004111390000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 756 136712732 1435 Marigold St 1004111320000 $ 214.32 $ 0.30 $ 84.00 $ 298.62 757 136710105 2265 Lobelia Ave 1004111240000 $ 190.96 $ 0.30 $ 84.00 $ 275.26 758 136712362 1238 Oak St 1004102150000 $ 56.18 $ 0.30 $ 84.00 $ 140.48 759 136699757 1176 Shane Ct 1004091210000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 760 136699744 1158 W 23rd St 1004091060000 $ 129.60 $ 0.30 $ 84.00 $ 213.90 761 136699709 2243 Barbara Way 1004081280000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 762 136727898 2238 N Coolcrest Way 1004081090000 $ 28.30 $ 0.30 $ 84.00 $ 112.60 763 136714340 1236 Granada St 1004061550000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 764 136785599 1252 Granada St 1004061530000 $ 30.70 $ 0.30 $ 84.00 $ 115.00 765 136716576 1317 Saint Tropez St 1004051680000 $ 67.40 $ 0.30 $ 84.00 $ 151.70 766 136699564 1303 Malaga St 1004051630000 $ 50.32 $ 0.30 $ 84.00 $ 134.62 767 136720308 2312 Ridgemont Way 1004041910000 $ 158.16 $ 0.30 $ 84.00 $ 242.46 768 136717172 1168 N Grove Ave 0207461070000 $ 134.60 $ 0.30 $ 84.00 $ 218.90

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Finance Manager's Lien Schedule
Bernardino Co 6 Lien Assessment Filing Fee
Account# Service Address 'arse • i. "". - Account Total (Processing Fee) Administrative Recording Fee)
769 136699385 1215 N Loma Sola Ave 0207461010000 $ 134.80 $ 0.30 $ 84.00 $ 219.10 770 136710960 1614 Cabarita Ct 0202014050000 $ 222.64 $ 0.30 $ 84.00 $ 306.94 Grand Totals $160,725.69 $ 231.00 $ 64,680.00 $ 225,636.69

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, °v °p`q� cITFUP LAND
oid "The City of Gracious Living"
DATE: July 27,2026
TO: MAYOR AND CITY COUNCIL
FROM: MICHAEL BLAY,CITY MANAGER
PREPARED BY:ROBERT D.DALQUEST,DEVELOPMENT SERVICES DIRECTOR

DIANE COTTO,HOUSING MANAGER
SUBJECT: CONSIDER APPROVAL OF THE 2026 ANNUAL WEED ABATEMENT COMPLIANCE

REPORT AND AUTHORIZE STAFF TO ABATE THE PROPERTIES
RECOMMENDED ACTION:

It is recommended that the City Council approve the 2026 Weed Abatement Compliance Report and authorize staff, through a City-approved contractor, to abate hazardous vegetation, weeds, rubbish and combustible materials on properties that remain in violation of the Upland Municipal Code.

GOAL STATEMENT
The proposed action supports the City's ongoing commitment to improving public health, safety, and neighborhood quality of life by addressing overgrown vegetation and combustible debris that may pose a public nuisance or fire risk on public and private properties.

BACKGROUND
On January 26, 2026, the City Council adopted Resolution No. 6864, declaring the presence of unmanaged weeds, grass, vegetation, and combustible debris a public nuisance and potential fire hazard. This action established the foundation for the Weed Abatement Program,which is designed to promote community well-being,maintain property standards,and mitigate safety risks associated with overgrown vegetation.

ISSUES AND ANALYSIS
City Council authorized staff to initiate an inspection program to identify private properties in violation of the City's Municipal Code(Section 8.12.020,entitled Maintenance of property—Nuisances).Inspections were conducted from mid-January through mid-June 2026. Since issuance of the courtesy notices, and notices to comply, there were ten (10) properties that were issued a notice to abate. In the interim, nine (9) of the ten (10) parcels have voluntarily corrected the violations and are now in compliance. One parcel located at 649 W. Vernon Avenue remains out of compliance as of the date of this report and requires the City to abate if compliance is not achieved prior to the public hearing. Staff will provide an updated status report at the hearing if additional compliance is achieved. The Weed Abatement Program was implemented in the following manner:

Courtesy Notices
The first courtesy notice is issued to property owners informing them of the City's intent to start property inspections.

This notice is mailed to property owners with their utility bill or sent electronically to those enrolled in the City's online billing system.

The second courtesy notice is issued to those parcels that have been inspected by the City's Weed Abatement Coordinator and found to be out of compliance with the City's Municipal Code.A letter is sent to the property owner of record via U.S.Postal Service.The property owner has 15 days to comply before the property is reinspected by the Weed Abatement Coordinator.

Notice to Comply
Properties that remain in violation after two (2)courtesy notices are issued a Notice to Comply and assessed a$160 administrative fee.Property owners are given 15 days to correct the violation.Parcels that remain noncompliant after a reinspection is performed are placed on the 2026 Weed Abatement Compliance Report(Attachment 1). The report was posted 10 days prior to a public hearing,where the City Council may authorize staff to abate the nuisance.

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Notice to Abate
Properties that remain in violation following reinspection are issued a Notice to Abate and assessed a $430 administrative fee, are included on the Weed Abatement Compliance Report. The Notice to Abate advises property owners that the City Council will consider authorizing staff to remove the hazardous conditions if voluntary compliance is not achieved.

City Council approval is required before staff may enter affected properties and abate the nuisance on behalf of the property owner. Upon approval,the City utilizes a competitively procured contractor to remove weeds,combustible vegetation, rubbish, and other fire hazards. All abatement activities are performed under City supervision to ensure compliance with program requirements and contractor specifications.

All administrative, inspection, contractor, and abatement costs incurred by the City will be assessed to the property owner and may be collected through an invoice that is issued or placed on the property tax roll.

Administrative Warrants
Property owners who refuse to allow City-authorized contractors access to their property for nuisance abatement may be subject to an administrative warrant pursuant to the Municipal Code. An Administrative Warrant authorizes City staff and contractors to enter the property and perform the required abatement work.

Warrants are posted at least 24 hours prior to the scheduled abatement. If the property owner corrects the violation before abatement occurs,contractor services will be canceled and only applicable administrative costs will be assessed.

Properties requiring administrative warrants will be charged the applicable warrant processing and abatement supervision fees in addition to all other enforcement and abatement costs.

ENVIRONMENTAL DETERMINATION
This action is not subject to CEQA,as defined by Section 15378 of the CEQA Guidelines,since it does not constitute a "project" under CEQA. The Weed Abatement Program is an administrative activity of the City and consists of maintenance inspections intended to protect public health and safety by ensuring parcels are free of weeds,overgrown vegetation,fire hazards and refuse.

FISCAL IMPACTS
Costs associated with abating noncompliant properties are fully offset by fees collected or applied to the property tax bill.

ALTERNATIVES
Provide alternative direction to staff.

CEQA:Not a Project.

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Attachment 1
2026 Weed Abatement Compliance Report
After issuance of the courtesy notices, and notices to comply,there were ten(10)properties that were issued a notice to abate. In the interim,nine(9)of the ten(10)parcels have voluntarily corrected the violations and are now in compliance. One parcel remains out of compliance as of the date of this report and is placed on the 2026 Weed Abatement Compliance Report and requires the City to abate if compliance is not achieved prior to the July 27,2026, City Council public hearing. The property that remains out of compliance is:
• 649 W.Vernon Drive,Upland; Assessor's Parcel No. 1046-341-02 Following City Council approval,the affected property owner will be issued a Notice to Abate and provided a final opportunity to correct the violation. If the Property remains noncompliant it will be abated by a City-approved contractor. All enforcement, administrative,warrant, and abatement costs will be assessed to the property owner and will be added to the San Bernardino County Assessor's property tax roll.

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, °v °p`q� cITFUP LAND
oid "The City of Gracious Living"
DATE: July 27,2026
TO: MAYOR AND CITY COUNCIL
FROM: MICHAEL BLAY,CITY MANAGER
PREPARED BY:DAMIEN R.ARRULA,ASSISTANT CITY MANAGER/PUBLIC WORKS DIRECTOR RICHARD GONZALES,DEPUTY DIRECTOR OF PUBLIC WORKS—UTILITIES

RAYMOND CORDERO,UTILITIES MANAGER

NICOLE DEMOET,ENVIRONMENTAL COMPLIANCE PROGRAMS MANAGER MICHELLE MADRIZ,MANAGEMENT ANALYST II—UTILITIES DIVISION SUBJECT: ADOPTION OF THE 2025 URBAN WATER MANAGEMENT PLAN AND THE WATER

SHORTAGE CONTINGENCY PLAN
RECOMMENDED ACTION:

It is recommended that the City Council adopt a Resolution approving the 2025 Urban Water Management Plan and adopt a Resolution approving the 2025 Water Shortage Contingency Plan.

GOAL STATEMENT
The proposed actions support the City's goal of managing its water resources efficiently to continue providing high- quality and reliable water service to the community,in a cost-effective manner,now and in the future.

BACKGROUND
The California Urban Water Management Planning Act(Water Code Section 10610,et. seq. (the Act)mandates that every urban water supplier providing water for municipal purposes to more than 3,000 customers, or annually supplying more than 3,000 acre-feet of water,prepare an Urban Water Management Plan(UWMP) every five years to specify long-term water resource planning objectives and ensure adequate water supplies to meet existing and future demands.The Act also mandates the preparation and adoption of a Water Shortage Contingency Plan(WSCP)as part of the UWMP to provide a detailed approach of how the City intends to act,or respond,in the case of an actual water shortage contingency.

The City participated in a joint effort with ten participating agencies,governed by a cost-sharing agreement,to have Water Systems Consulting,Inc. (WSC)develop the 2025 UWMP and WSCP in accordance with State guidelines and requirements. The Draft 2025 UWMP has been developed in coordination with the UWMPs prepared by the Water Facilities Authority(WFA),Inland Empire Utilities Agency(IEUA),and the Chino Basin Desalter Authority(CDA) to ensure regional consistency.The Act requires a UWMP to describe and evaluate sources of supply,reasonable and practical efficient water uses, such as recycling,and water demand management activities. It also requires a UWMP to evaluate the capability to supply water during drought periods as well as in normal years. The Draft 2025 UWMP also outlines the City's compliance with Senate Bill SB X7-7 which required a 20% reduction in per capita water consumption. In addition, the Draft 2025 UWMP is written to be used as a foundation for preparing water supply assessments and written verifications as required by Senate Bills 610 and 221 for new projects subject to CEQA consisting of more than 500 dwelling units or equivalent water use. The draft WSCP is incorporated within the draft 2025 UWMP as a chapter.

The City has actively managed its water resources for the population that it serves to ensure the quality,quantity,and reliability of its water supply in a cost-effective manner. The adoption of the 2025 UWMP represents another significant milestone in the Utilities Division's comprehensive long-range planning efforts.During preparation of the 2025 UWMP,the City also completed the most comprehensive evaluation of its utility infrastructure ever undertaken through development and adoption of new Water, Recycled Water, and Wastewater Master Plans, together with comprehensive utility rate studies.Collectively,these planning efforts evaluated every major component of the City's utility systems—including water supply reliability,treatment and distribution infrastructure,recycled water expansion opportunities, wastewater collection facilities, asset management, operational needs, regulatory requirements, and long-term financial sustainability. Rather than functioning as standalone planning documents, these efforts were intentionally developed to complement one another and provide an integrated framework for guiding utility

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operations,capital investment,and infrastructure decision-making over the next 25 years.Including the City's recently adopted Water,Recycled Water,and Wastewater Master Plans,the UWMP and WSCP serve as foundational planning documents that provide a coordinated roadmap for ensuring reliable, resilient, cost-effective, and environmentally responsible utility services well into the future.

ISSUES AND ANALYSIS
The UWMP is designed to evaluate whether the City's water supply is sufficient to meet demands during normal, single-dry-year,and five-consecutive-year drought conditions through 2050.The 2025 plan concludes that the City's water supplies are reliable in meeting demands during normal conditions,but also during long periods of drought as well,through the Drought Risk Assessment.

The 2025 UWMP builds upon the technical analyses completed during preparation of the City's recently adopted Water Master Plan. Information developed through that effort—including updated demand projections,water supply evaluations, infrastructure capacity analyses, and future growth assumptions—helped ensure consistency among the City's major planning documents and provides a unified basis for future capital improvements,water supply planning, and regulatory compliance.

As required by the Water Code,this assessment is included in the UWMP and provides an assessment of the City's water supply reliability over a five-consecutive-year drought period from 2026 through 2030 using historical production data. During this period, projected water supplies and demands were assumed to be the same quantity during the recent and historical five-consecutive-year drought that occurred between 2011 and 2015, and the City experienced no limitation to its supply. Should the City experience any limitations to its supply, the City can implement parts of the Water Shortage Contingency Plan.

The Water Shortage Contingency Plan (WSCP) is incorporated as Chapter 8 of the 2025 UWMP. The WSCP establishes a detailed framework for how the City will respond to water supply shortages and is designed to provide a minimum of 50 percent of normal water supply during a severe or extended water shortage. The plan is structured around six water shortage levels that correspond to demand reduction targets:
• Level 1 —Up to 10 percent reduction
• Level 2—Up to 20 percent reduction
• Level 3—Up to 30 percent reduction
• Level 4—Up to 40 percent reduction
• Level 5—Up to 50 percent reduction
• Level 6—Greater than 50 percent reduction
At each declared water supply shortage level, water customers will be required to reduce their consumption by the percentage specified in the corresponding level.

The City's water supply portfolio includes local groundwater production from the Chino Basin,treated groundwater supplies from the CDA,imported water supplies delivered through the IEUA and treated by the WFA,and recycled water supplies from IEUA. The UWMP concludes that the City is projected to maintain adequate water supplies to meet projected demands under normal, single dry year, and multiple dry year conditions through the long-term planning period.

The UWMP also documents the City's continued progress toward water conservation and water use efficiency.Under the State's previous Senate Bill X7-7 requirements, the City achieved its 2020 water use target of 220 gallons per capita per day(GPCD). Most recently, the City's 2025 water use is approximately 196 GPCD, reflecting continued improvements in citywide conservation and water efficiency efforts.

While the State previously utilized a single GPCD target under SB X7-7, current water use efficiency requirements are now regulated under the State's "Making Conservation a California Way of Life" framework and Urban Water Use Objective (UWUO) methodology. This updated framework evaluates water use efficiency across multiple components,including indoor residential use,outdoor irrigation,commercial and institutional irrigation demands,and system water loss.The City's demand projections and long-term planning efforts incorporated into the 2025 UWMP were developed using these updated State methodologies.

Page 450 of 1000 ends

Adopting the 2025 UWMP and submitting it to the Department of Water Resources is required by DWR. It is a prerequisite to be eligible for the State water grant and loan funding consideration. Failure to comply will disqualify the City from such funding opportunities.

Adoption of the 2025 Urban Water Management Plan and Water Shortage Contingency Plan represents another important milestone in the City's ongoing commitment to responsible utility planning and sustainable water resource management. Together with the recently adopted Water, Recycled Water, and Wastewater Master Plans, these documents establish a comprehensive roadmap for maintaining reliable utility services,meeting future water demands, supporting regulatory compliance,and making informed infrastructure investments. These collective planning efforts ensure that Upland remains well positioned to provide safe, reliable, and resilient utility services for generations to come.

ENVIRONMENTAL DETERMINATION
The proposed action is exempt from the California Environmental Quality Act(CEQA)pursuant to Public Resources Code Section 21080(b)(8)and CEQA Guidelines Section 15273(a).

FISCAL IMPACTS
There is no fiscal impact associated with the adoption of the 2025 UWMP. Measures taken in the plan may lead to future water usage reduction, which could result in decreased revenue. However, with the constant increase in imported water rates,the volume of water conserved can result in a water operation expense reduction,which would partially offset a revenue decline.

ALTERNATIVES
Provide alternative direction to staff.

CEQA: Exempt pursuant to Public Resources Code Section 21080(b)(8)and CEQA Guidelines Section 15273(a).

Page 451 of 1000 ends

RESOLUTION NO.

A RESOLUTION OF THE CITY COUNCIL OF THE CITY
OF UPLAND, CALIFORNIA ADOPTING THE 2025

URBAN WATER MANAGEMENT PLAN
WHEREAS, the Urban Water Management Act of 1983 requires water suppliers to prepare an Urban Water Management Plan every five years; and WHEREAS, the 2025 Urban Water Management Plan is a long-range planning document and is consistent with the City's goal to ensure efficient and proper management of the City's water resources; and
WHEREAS, Upland has complied as required with the Water Conservation Act of 2009; and
WHEREAS, Upland has coordinated with other water purveyors as required by the Urban Water Planning Act; and
WHEREAS, Upland has provided notice to surrounding interested parties and published notice in a publication with the date, time, and place of the public hearing pursuant to California Government Code 6066; and
WHEREAS, Upland has conducted a public hearing to solicit input; and WHEREAS, a draft copy of the Urban Water Management Plan has been available for public review, prior to the public hearing.

NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF UPLAND AS FOLLOWS:

SECTION 1. The City Council approves the 2025 Urban Water Management Plan presented to the City Council.

SECTION 2. The City Council authorizes the Urban Water Management Plan to be filed with the State of California Department of Water Resources, the State of California Library, the City of Upland Library, and San Bernardino County.

SECTION 3. Compliance with California Environmental Quality Act. The City Council finds that this Resolution is not subject to the California Environmental Quality Act ("CEQA") pursuant to Sections 15060(c)(2) (the activity will not result in a direct or reasonably foreseeable indirect physical change in the environment) and 15060(c)(3) (the activity is not a project as defined in Section 15378) of the State CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential for resulting in physical change to the environment, directly or indirectly. Further if the activity is deemed a project this City Council finds that this Resolution is exempt pursuant to Section 15061(b)(3) of the State CEQA Guidelines.

SECTION 4. Severability. If any section, subsection, subdivision, sentence, or clause or phrase in this Resolution or any part thereof is for any reason held to be unconstitutional, invalid or ineffective by any court of competent jurisdiction, such decision shall not affect the validity or effectiveness of the remaining portions of this Resolution or any part thereof. The City Council hereby declares that it would have

Page 452 of 1000 ends

Resolution No.

Page 2 ends

adopted each section irrespective of the fact that any one or more subsections, subdivisions, sentences, clauses, or phrases are declared unconstitutional, invalid, or ineffective.

SECTION 5. Certification. The City Clerk of the City of Upland shall certify to the passage and adoption of this Resolution and enter it into the book of original resolutions.

SECTION 6. Effective Date. This Resolution shall become effective immediately.

PASSED, APPROVED and ADOPTED this 27th of July, 2026.

Bill Velto, Mayor
I, Keri Johnson, City Clerk of the City of Upland, do hereby certify that the foregoing Resolution was adopted at a regular meeting of the City Council held on the 27th day of July, 2026, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAINED:

ATTEST:

Keri Johnson, City Clerk

Page 453 of 1000 ends

RESOLUTION NO.

A RESOLUTION OF THE CITY COUNCIL OF THE CITY
OF UPLAND, CALIFORNIA ADOPTING THE 2025

WATER SHORTAGE CONTINGENCY PLAN TO BE

SUBMITTED TO THE CALIFORNIA DEPARTMENT OF

WATER RESOURCES
WHEREAS, the California Legislature has enacted the Urban Water Management Planning Act, California Water Code Sections 10610-10656 and 10608, as amended, which requires every urban water supplier providing water to more than 3,000 customers or supplying more than 3,000 acre-feet of water annually to prepare an urban water management plan ("UWMP") that has as its primary objective the conservation and efficient use of water; and
WHEREAS, the California Water Code requires urban water suppliers to prepare a Water Shortage Contingency Plan (WSCP) to be included in its UWMP; and WHEREAS, the WSCP must be adopted, along with the UWMP, by July 1, 2026, after it is first made available for public inspection and a public hearing is noticed and held, and it must be filed with the California Department of Water Resources within thirty days of adoption; and
WHEREAS, a noticed public hearing on the WSCP, included in the UWMP, was held by the City Council on July 27, 2026, at which time public comments were heard and considered.

NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF UPLAND AS FOLLOWS:

SECTION 1. The Council hereby adopts the 2025 Water Shortage Contingency Plan of the City of Upland, included in its UWMP, which shall be filed with the City Clerk. The City Manager is hereby authorized and directed to file the 2025 Water Shortage Contingency Plan of the City of Upland, included in the UWMP, with the California Department of Water Resources and the State Library.

SECTION 2. Compliance with California Environmental Quality Act. The City Council finds that this Resolution is not subject to the California Environmental Quality Act ("CEQA") pursuant to Sections 15060(c)(2) (the activity will not result in a direct or reasonably foreseeable indirect physical change in the environment) and 15060(c)(3) (the activity is not a project as defined in Section 15378) of the State CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential for resulting in physical change to the environment, directly or indirectly. Further if the activity is deemed a project this City Council finds that this Resolution is exempt pursuant to Section 15061(b)(3) of the State CEQA Guidelines.

SECTION 3. Severability. If any section, subsection, subdivision, sentence, or clause or phrase in this Resolution or any part thereof is for any reason held to be unconstitutional, invalid or ineffective by any court of competent jurisdiction, such decision shall not affect the validity or effectiveness of the remaining portions of this Resolution or any part thereof. The City Council hereby declares that it would have adopted each section irrespective of the fact that any one or more subsections, subdivisions, sentences, clauses, or phrases are declared unconstitutional, invalid, or

Page 454 of 1000 ends

Resolution No.

Page 2 ends

ineffective.

SECTION 4. Certification. The City Clerk shall certify to the passage and adoption of this resolution and enter it into the book of original resolutions.

SECTION 5. Effective Date. This Resolution shall become effective immediately.

PASSED, APPROVED and ADOPTED this 27th day of July, 2026.

AYES:

NOES:

ABSENT:

ABSTAINED:

ATTEST:

Keri Johnson, City Clerk

Page 455 of 1000 ends

2025 Urban Water
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CITY OF UPLAND
2025 Urban Water
Management Plan — Public
Draft
J U LY 2026
Prepared by Water Systems Consulting, Inc

VA I WSC

Page 457 of 1000 ends

ACKNOWLEDGEMENTS
The 2025 Urban Water Management Plan — Public Draft was prepared by Water Systems Consulting, Inc. The primary authors are listed below.

Le
Laine Carlson, PE
Spencer Waterman
Sydney Santos, PE
Ariana Lopez
Water Systems Consulting, Inc. would like to acknowledge the significant contributions of the City of Upland. The primary contributors are listed below. 44 or, UpL
14,
falli‘4
k;,':'
Damien R. Arrula
Richard Gonzales
Norberto Ferreira
Nicole de Moet
Michelle Madriz

Page 458 of 1000 ends

City of Upland Table of Contents

TABLE OF CONTENTS
1 Introduction 1-1

1.1 Introduction for Upland 1-2

1.2 UWMP Organization and Lay Description 1-3

1.3 UWMPs in Relation to Other Efforts 1-5

1.4 UWMPs and Grant or Loan Eligibility 1-6

1.5 Demonstration of Consistency with the Delta Plan for Participants in Covered Actions1- 6 2 Plan Preparation 2-1

2.1 Basis for Preparing a Plan 2-2

2.2 Regional Planning 2-2

2.3 Coordination and Outreach 2-4
3 System Description 3-1

3.1 General Description 3-2

3.2 Service Area Boundary Maps 3-2

3.3 Service Area Climate 3-4

3.4 Service Area Population and Demographics 3-5

3.5 Land Uses within Service Area 3-7
4 Water Use Characterization 4-1

4.1 Non-Potable Versus Potable Water Use 4-2

4.2 Past, Current, and Projected Water Use by Sector 4-2

4.3 Water Use for Lower Income Households 4-11

4.4 Climate Change Considerations 4-12 5 SB X7-7 Compliance & Future Water Use Efficiency Requirements 5-1

5.1 Compliance and Future Water Use Efficiency Requirements 5-2 6 Water Supply Characterization 6-1

6.1 Potable Water Supply Sources 6-2

6.2 Wastewater and Recycled Water 6-12

6.3 Stormwater 6-17

6.4 Desalinated Water Opportunities 6-18

6.5 Exchanges— Dry Year Yield Program 6-18

6.6 Transfers 6-18

6.7 Supply from Storage 6-19

6.8 Future Water Projects 6-19
2025 Urban Water Management Plan — Public Draft Page 459iof 1000

City of Upland

6.9 Historic Production and Future Water Supplies 6-19

6.10 Climate Change Effects 6-22

6.11 Energy Intensity 6-22
7 Water Service Reliability 7-1

7.1 Introduction 7-2

7.2 Water Service Reliability Assessment 7-2

7.3 Drought Risk Assessment 7-6
8 Water Shortage Contingency Plan 8-1

8.1 Introduction 8-2

8.2 Overview of WSCP Components 8-2

8.3 Water Supply Reliability Analysis 8-3

8.4 Annual Water Supply and Demand Assessment Procedures 8-4

8.5 Water Shortage Levels 8-6

8.6 Shortage Response Actions 8-9

8.7 Communication Protocols 8-15

8.8 Compliance and Enforcement 8-17

8.9 Legal Authorities 8-17

8.10 Financial Consequences 8-17

8.11 Monitoring and Reporting 8-18

8.12 Refinement Procedures 8-19

8.13 Special Water Feature Distribution 8-19

8.14 Plan Adoption, Submittal, and Availability 8-19 9 Demand Management Measures 9-1

9.1 Introduction 9-2

9.2 Existing Demand Management Measures 9-2

9.3 Reporting Implementation 9-5
10 Plan Adoption, Submittal, and Implementation 10-1

10.1 Completed Steps for UWMP and WSCP 10-2

10.2 Plan Submittal 10-2

10.3 Public Availability 10-2

10.4 Amending an Adopted UWMP or WSCP 10-2
References REF-1
Appendix A DWR Tables A
Appendix B DWR Checklist B
Appendix C Public Hearing Notices C
Appendix D Adoption Resolution D
2025 Urban Water Management Plan — Public Draft Page 4pQiof 1000

City of Upland
Appendix E 60 Day Notifications E
Appendix F Judgements F
Appendix G Contingency Ordinance G
Appendix H City of Upland Local Hazard Mitigation Plan H 2025 Urban Water Management Plan — Public Draft Page L 1iof 1000

City of Upland

LIST OF FIGURES
Figure 3-1- City of Upland Service Area 3-3
Figure 3-2- Annual Precipitation from 1989-2025 3-4 Figure 4-1- UWUO Projections by Component, AFY 4-9 Figure 4-2- Historic & Projected Demand Scenarios 4-10 Figure 6-1- Chino Basin Boundary Area 6-4
Figure 6-2- Location of IEUA Regional Water Recycling Plants 6-13 Figure 8-1- City of Upland Crosswalk Comparison Stages 8-8 2025 Urban Water Management Plan — Public Draft Page L6kvof 1000

City of Upland

LIST OF TABLES
Table 2-1- Retail - Public Water Systems 2-2
Table 2-2- Plan Identification 2-3
Table 2-3- Supplier Identification 2-3
Table 2-4- Retail - Water Supplier Information Exchange 2-4 Table 3-1- Average Monthly Climate Data 3-5 Table 3-2- SCAG Growth Units & Annual Growth Rates 3-6 Table 3-3- Current and Projected Population 3-6 Table 3-4- Upland Demographic and Socioeconomic Data 3-7 Table 4-1- 2021-2025 Actual Water Use, AF 4-3 Table 4-2- Water Loss Audit Reporting - Retail 4-3 Table 4-3- Progress Towards 2028 Water Loss Standard 4-5 Table 4-4- Total Potable and Non-Potable Water Use - Retail 4-5 Table 4-5- Water Efficiency Standard by Reporting Period 4-6 Table 4-6- UWUO Components Growth Assumptions 4-7 Table 4-7- UWUO Projections by Component, AFY 4-8 Table 4-8- Projected Potable and Non-Potable Water Use - Retail 4-11 Table 4-9- Inclusion in Water Use Projections 4-11 Table 5-1- SB X7-7 2020 Target Progress 5-2 Table 6-1- Groundwater Volume Pumped — Retail 6-2 Table 6-2- Wastewater Collected Within Service Area in 2025 6-14 Table 6-3- Wastewater Treatment and End Uses Within UWMP Service Area in 2025 6-15 Table 6-4- Recycled Water Direct Beneficial Uses - Retail 6-17 Table 6-5- 2020 UWMP RW Projection Compared to 2025 Actual - Retail 6-17 Table 6-6- 2025 Water Supplies - Retail 6-20
Table 6-7- Projected Water Supplies - Retail 6-21 Table 6-8 - Total Utility Approach for Single Water Delivery Products - Energy Reporting 6-23 Table 7-1- Water Supply Reliability Assessment - Retail 7-3 2025 Urban Water Management Plan — Public Draft Page 49,of 1000

City of Upland
Table 7-2- Normal Year Supply and Demand Comparison - Retail 7-4 Table 7-3- Single Dry Year Supply and Demand Comparison — Retail 7-4 Table 7-4- Five Consecutive Dry Years Supply and Demand Comparison — Retail 7-5 Table 7-5- Five-Year Drought Risk Assessment - Retail 7-7 Table 8-1- Water Shortage Contingency Plan Levels 8-7 Table 8-2- Demand Reduction Actions 8-10
Table 8-3- Communication Protocols 8-15
Table 9-1- IEUA Public Education and Outreach Programs 9-4 Table 9-2- City of Upland Program Participation FY 21-25 9-5 2025 Urban Water Management Plan — Public Draft Page L661.iof 1000

City of Upland

ACRONYMS & ABBREVIATIONS
°F degrees Fahrenheit
AF Acre Foot
AFY Acre Feet per Year
AWWA American Water Works Association
CBWCD Chino Basin Water Conservation District
CCWRF Carbon Canyon Water Recycling Facility
CDA Chino Basin Desalter Authority
CII Commercial, Industrial, and Institutional
CIMIS California Irrigation Management Irrigation System CVWD Cucamonga Valley Water District
CWC California Water Code
CWOL Making Conservation a California Way of Life" Regulation DBCP Dibromochloropropane
DEW Discover the Environment and Water
DIM Dedicated Irrigation Meters
DMM Demand Management Measures
DRA Drought Risk Assessment
DWR California Department of Water Resources
DYY Dry-Year Yield
DYYP Dry-Year Yield Program
EOP Emergency Operations Plan
ERP Emergency Response Plan
FY Fiscal Year
GIS Geographic Information System
GPCD Gallons per Capita per Day
HET High Efficiency Toilets
IEUA Inland Empire Utilities Agency
2025 Urban Water Management Plan — Public Draft Page f1 iof 1000

City of Upland
JPA Joint Exercise of Powers Agreement
LEF Landscape Efficiency Factors
LHMP Local Hazard Mitigation Plan
MGD Million gallons per Day
MWD Metropolitan Water District
NTC National Theatre for Children
OBMP Chino Basin Optimum Basin Management Program OSY Operating Safe Yield
PCE Perchloroethylene
PPC Persons-per-connection
PVPA Pomona Valley Protective Association
PWS Public Water System
RHNA Regional Housing Needs Assessment
RP Regional Water Recycling Plant
RTP Regional Transportation Plan
RUWMP Regional Urban Water Management Plan
RW Recycled Water
SACWTP San Antonio Canyon Water Treatment Plant
SAWCO San Antonio Water Company
SCADA Supervisory Control and Data Acquisition System SCAG Southern California Association of Governments SGMA Sustainable Groundwater Management Act
TAZ Transportation Analysis Zones
TCE trichloroethylene
TCP 1 ,2,3-Trichloropropane
TDS Total Dissolved Solids
TVMWD Three Valleys Municipal Water District
U.S. EPA United States Environment Protection Agency
UWMP Urban Water Management Plan
UWUO Urban Water Use Objective
WBIC Weather based Irrigation Controllers
2025 Urban Water Management Plan — Public Draft Page14piof 1000

City of Upland
WECWC West End Consolidated Water Company
WEWAC Water Education Water Awareness Committee
WFA Water Facilities Authority
WSAP Water Supply Allocation Plan
WSCP Water Shortage Contingency Plan
WUE Water Use Efficiency
WWRF Wastewater Recycling Facility
WWTP Wastewater Treatment Plant
2025 Urban Water Management Plan — Public Draft Page L6i7Xof 1000

City of Upland
Introduction
This section provides a brief overview of the City of Upland (Upland or City) and the purpose of this 2025 Urban Water Management Plan (UWMP). It also describes how the UWMP is organized and its relationship to local and regional planning efforts in which Upland is involved.

IN THIS SECTION
• Introduction for Upland
• California Water Code
• UWMP Organization and Lay
Description
• UWMPs in Relation to Other
Efforts
• Funding Eligibility
• Consistency with the Delta Plan
2025 Urban Water Management Plan - Public Draft Page1i6.£1 of 1000

1 . 1 Introduction for Upland
An urban water supplier is defined (pursuant to Section 10617 of the California Water Code (CWC) as:
"a supplier, either publicly or privately owned, providing water for municipal purposes either directly or indirectly to more than 3,000 customers or supplying more than 3,000 acre-feet of water annually. An urban water supplier includes a supplier or contractor for water, regardless of the basis of right, which distributes or sells for ultimate resale to customers."
Upland is classified as an urban water supplier because it serves more than 3,000 customers (i.e. individual metered accounts) and it directly supplies more than 3,000 acre-feet per year (AFY) of water annually to its customers as detailed in Section 2.1 In 1983, the State of California Legislature (Legislature) enacted the Urban Water Management Planning Act (UWMP Act). The law requires an urban water supplier to adopt an UWMP every five years by July 1st of years ending in "6" and "1", incorporating updated and new information from the five years preceding each update. This UWMP must demonstrate water supply reliability under both normal and drought conditions for a minimum 20-year planning horizon.

The UWMP Act applies to wholesale and retail water suppliers.

Since the original UWMP Act was passed, it has undergone significant expansion. Prolonged droughts, groundwater overdraft, regulatory revisions, and changing climatic conditions affect the reliability of each water supplier as well as statewide water reliability overseen by DWR, the State Water Resources Control Board (State Water Board), and the Legislature. Accordingly, the UWMP Act has grown to address changing conditions. The current requirements are found in Sections 10610-10656 and 10608 of the CWC.

In 2018, the Legislature modified the CWC to require a Water Shortage Contingency Plan (WSCP) with specific elements. The WSCP is a document that provides a supplier with an action plan for a drought or catastrophic water supply shortage. CWC 10632 includes requirements for suppliers to prepare a WSCP. The WSCP documents a supplier's plans to manage and mitigate an actual water shortage condition, should one occur because of drought or other impacts on water supplies. The WSCP is a standalone document that can be updated independently of the UWMP, but it can be included as a section of the UWMP or referenced and attached to the 2025 UWMP as an appendix. The WSCP is described in Section 8.

DWR provides guidance for urban water suppliers by preparing an Urban Water Management Plan Guidebook 2025 (California Department of Water Resources, 2025) conducting workshops, developing tools, and providing program staff to help water suppliers prepare comprehensive and useful water management plans, implement water conservation programs, and understand the requirements of the CWC. Suppliers prepare their own UWMPs and submit them to DWR. DWR then reviews the plans for completeness in addressing the CWC. DWR 2025 Urban Water Management Plan — Public Draft Pagq 416. of 1000

submits a report to the Legislature summarizing the status of the plans for each five-year cycle.

The Guidebook was used to complete this 2025 UWMP.

The purpose of this UWMP is for Upland to evaluate long-term resource planning and establish management measures to ensure adequate water supplies are available to meet existing and future demands. The UWMP provides a framework to help water suppliers maintain efficient use of urban water supplies, promote conservation programs and policies, ensure that sufficient water supplies are available for future beneficial use, and provide a response mechanism during drought conditions or other water supply shortages.

The UWMP is a valuable planning tool used for multiple purposes, including:
• Providing a standardized methodology for water utilities to assess their water resource needs and availability.
• Serving as a resource to the community and other interested parties regarding water supply and demand, conservation, and other water-related information. • Providing a key source of information for cities and counties when considering approval of proposed new developments and preparing regional long-range planning documents, such as city and county General Plans.
• Informing other regional and Statewide water planning efforts, such as Integrated Regional Water Management Plans and the California Water Plan. 1 .2 UWMP Organization and Lay Description
The 2025 UWMP is organized as follows:

Section 1 — Introduction and Lay Description
This section provides background information on the UWMP process, regulatory requirements, and an overview of the information covered throughout the remaining sections. The 2025 UWMP incorporates the California Department of Water Resources' (DWR)water use and supply tables (standardized tables) for the reporting and submittal of UWMP data. DWR tables can be found in Appendix A. Upland's coordination efforts with other planning agencies, eligibility to receive grants and loans administered by the State of California, and demonstration of consistency with the Delta Plan are discussed.

Section 2 — Plan Preparation
This section provides information on the processes used to develop the UWMP, including coordination and outreach efforts, the steps taken to prepare Upland's 2025 UWMP, hold a public hearing, adopt, submit, and implement the 2025 UWMP. The UWMP is prepared as an individual plan to provide Upland-specific information, with all data presented on a fiscal year (FY) basis (July 1 through June 30) and water quantities reported in acre-feet (AF) or acre-feet- per-year (AFY). The UWMP also describes Upland's coordination and outreach with wholesale 2025 Urban Water Management Plan — Public Draft Pagy zliZof 1000

and retail agencies and the community, as well as its notification process to the cities and county it serves.

Section 3 — System Description
This section describes Upland's water system, service area, population demographics, local climate, and land uses. Upland is located in San Bernardino County near the San Gabriel Mountains. The service area is bounded by neighboring cities and natural features, with a semi- arid Mediterranean climate characterized by mild winters, warm summers, and average annual precipitation of 15.39 inches. Population projections grow from approximately 81,580 in 2025 to 88,143 by 2050, with corresponding increases in households and employment.

Section 4—Water Use Characterization
This section describes and quantifies the current and projected water uses through 2050 within the water service area. Upland's water use includes potable water primarily for single-family residential, commercial, and landscape irrigation sectors, with a small portion of recycled water for non-potable uses. Water use in 2025 totaled 17,960 AFY, with single-family residential accounting for 66% of use. The plan anticipates reductions in residential indoor and outdoor use, commercial irrigation, and real water loss, with total projected demand decreasing from 16,552 AFY in 2030 to approximately 14,578 AFY by 2050.

Section 5— SBX7-7 Compliance & Future Water Use Efficiency Requirements This section describes water use targets and baselines pursuant to the Water Conservation Act of 2009, also known as Senate Bill 7 of Special Extended Session 7 (SBX7-7). SBX7-7 required all water suppliers to increase water use efficiency to decrease per-capita water consumption by 20 percent by the year 2020. The City met its targeted reduction of 220 gallons per capita per day (GPCD). In 2025, the City had a GPCD of 196.

Section 6—Water Supply Characterization
This section describes and quantifies the current and projected potable and non-potable water supplies. The City's water supply includes imported water, groundwater, surface water, and recycled water. In 2025, Upland had a total potable supply of 17,960 AFY, and 18,608 AFY including non-potable. In 2050, Upland's supplies are projected to be23,926 AFY potable and 560 AFY non-potable.

Section 7 —Water Service Reliability
This section describes the water service reliability through 2050 and includes the Drought Risk Assessment (DRA) for the next five years. The City conducted a comprehensive water service reliability assessment for normal, single dry, and five consecutive dry years through 2050. The assessment concluded that Upland can meet demands under all scenarios without shortages, supported by a diverse supply portfolio.

Section 8 —Water Shortage Contingency Plan
2025 Urban Water Management Plan — Public Draft Pagy 417-itof 1000

The WSCP details procedures for handling potential shortages affecting Upland. The WSCP features annual water supply and demand assessment procedures, six water shortage stages with corresponding response actions, and coordination among member agencies. It also includes descriptions of emergency response plans and seismic risk assessments for catastrophic events.

Section 9 — Demand Management Measures
This section describes Upland's efforts to promote conservation and reduce water demand, including discussions of specific demand management measures. Upland implements a comprehensive suite of demand management measures (DMMs) to promote water use efficiency, including water waste prevention ordinances, universal metering of customers, conservation pricing with tiered rates, and more. The City plans to expand conservation efforts to meet increasingly stringent state standards, including identifying inefficient water users, enhancing irrigation management, and increasing incentives for landscape transformation.

Section 10 — Plan Adoption, Submittal, and Implementation This chapter summarizes the various requirements to adopt and submit a UWMP and WSCP.

Details on public hearing dates, notification letters to local agencies, and how to submit or amend a plan are discussed. Notifications were sent to cities, counties, and relevant agencies at least 60 days prior to the public hearing. The 2025 UWMP and WSCP were made available for public review in July 13 and 20, 2026, with a public hearing held on July 27, 2026. Upland adopted the UWMP and WSCP and submitted them to DWR and the California State Library within 30 days of adoption. The plan is available online and at Upland's headquarters for public inspection. Procedures for amending the UWMP or WSCP involve public hearings, adoption, and timely submissions to state and local entities.
1 .3 UWMPs in Relation to Other Efforts
The City's 2025 UWMP was prepared in coordination with land use planning agencies as described in Section 2.3.

In addition to the 2025 UWMP, the City is involved in several internal and external planning efforts. Upland collaborates with a variety of stakeholders to achieve consistency between various planning documents locally and regionally. The City is a member agency of various wholesale agencies including the Inland Empire Utilities Agency (IEUA), San Antonio Water Company (SAWCo), and the Water Facilities Authority (WFA). IEUA, SAWCo, and WFA have each prepared 2025 UWMPs that are incorporated in the City's 2025 UWMP by reference. In addition, the City provided its 2025 UWMP to IEUA, SAWCo, and WFA, which includes water use and supply projections in five-year increments for a normal year, a single dry year, and a five consecutive year drought over the next 25 years.
2025 Urban Water Management Plan — Public Draft Pagy 417of 1000

1 .4 UWMPs and Grant or Loan Eligibility
For a water supplier to be eligible for a grant or loan administered by DWR, the supplier must have a current UWMP on file that meets the requirements set forth by the CWC. A current UWMP must also be maintained by the supplier throughout the term of any grants or loans received. Upland has prepared the 2025 UWMP under guidance from DWR's 2025 UWMP Guidebook.
1 .5 Demonstration of Consistency with the Delta Plan for Participants in Covered Actions
Upland's contributions to reduced reliance on the Sacramento—San Joaquin Delta and improved regional water self-reliance are reflected in the regional analysis prepared by the IEUA, presented in Appendix C of IEUA's 2025 UWMP. That analysis evaluates the collective investments and actions of IEUA and its customer agencies, including Uplands, and documents measurable progress toward increased regional self-reliance and reduced dependence on Delta supplies at the regional scale.

Consistent with DWR guidance, regional coordination and reliance on wholesale and regional planning documents are appropriate where data are developed at a broader service area or where individual supplier contributions cannot be discretely quantified. Due to the integrated nature of regional water supply systems and the infeasibility of attributing Delta reliance reductions at the individual retail agency level, IEUA's regional analysis provides the appropriate basis for demonstrating consistency with Delta Plan Policy WR P1.

Accordingly, Uplands incorporates the IEUA regional reduced reliance analysis by reference into this UWMP. Upland's implementation of locally cost-effective and technically feasible demand management measures and supply programs, as described in this UWMP, contributes to the regional outcomes documented by IEUA and supports ongoing progress toward improved regional self-reliance and reduced reliance on Delta supplies. 2025 Urban Water Management Plan — Public Draft Pagy 4174of 1000

2 Plan Preparation
This section provides information on the processes used to develop the UWMP, including efforts in coordination and outreach. Upland's 2025 UWMP was prepared consistently with the recommended organization provided in DWR's Guidebook.

IN THIS SECTION
• Basis for Preparing a Plan
• Regional Planning
• Coordination and Outreach
2025 Urban Water Management Plan — Public Draft Pagq Li7.41 of 1000

2. 1 Basis for Preparing a Plan
The CWC requires Upland's 2025 UWMP to be submitted to DWR by July 1, 2026. Upland is an "urban water supplier" pursuant to Section 10617 of the CWC. In 2025, Upland's key water supply metrics in its service area were the following:
- Served a population of approximately 81,580 people - Supplied approximately 17,960 AFY of potable water to its customers. - Maintained 20,132 connections.

Upland is a Public Water System (PWS) which is regulated by the State Water Board. The PWS number for SAWCo is CA3610085 as shown in Table 2-1.

Throughout this UWMP, water volume is represented in units of AFY, unless otherwise noted, and data is presented on a fiscal year basis. Required DWR tables presenting this information are provided in Table 2-3.

Pursuant to CWC requirements, Upland's 2025 UWMP incorporates DWR's standardized tables for the reporting and submittal of UWMP data. Upland also submitted the UWMP data (from the standardized tables) electronically through DWR's Online Submittal Tool.

Upland's 2025 UWMP also provides supporting documents (appendices) including notification letters of the UWMP update, public notice of the UWMP hearing, and adoption resolution from Upland's governing body. Further discussions regarding these supporting documents are provided within the individual Chapters of this 2025 UWMP. A checklist of specific UWMP requirements is included in Appendix B. Public hearing notices are included in Appendix C. The checklist includes the page number or section where the required elements are addressed to assist in DWR's review of the submitted UWMP.

Table 2-1- Retail - Public Water Systems
Public Water System Public Water System Number of Volume of Number Name Municipal Water Supplied
Connections 2025 2025
CA3610050 City of Upland 20,132 17,960 AFY Total: 20,132 17,960

2.2 Regional Planning
Upland is a member of IEUA. IEUA is a member agency of the Metropolitan Water District of Southern California (MWD), the regional wholesaler of imported water. Upland coordinated the development of this UWMP with IEUA. In accordance with the UWMP Act, Upland provides its imported water needs to IEUA. IEUA and MWD document available quantities of imported supplies and reliability of those supplies for retailers in their respective regional UWMPs.

References are made to these documents. Table 2-2 indicates that Upland's UWMP is an 2025 Urban Water Management Plan — Public Draft Pagq Lk7- of 1000

individual plan. Upland is also a member agency of IEUA which formed an alliance to regionally meet SB X7-7 requirements.

An individual agency, such as Upland, can meet its urban water use target within its retail service area or through a regional alliance. Although the IEUA alliance reports the achievement of SB X7-7 targets and baseline estimates as a group, and thus compliance with the targets is adequate for individual agencies pursuing grants and loans, this document discusses Upland's compliance with the targets.

Table 2-2- Plan Identification
Select Only
One Type of Plan
►Z Individual UWMP
❑ Regional Urban Water Management Plan (RUWMP)
Table 2-3 identifies Upland as a retail agency. This UWMP presents water consumption and production data in fiscal year beginning July 1 of each year. The quantities presented in this document are consistently presented in acre-feet (AF).

Table 2-3-Supplier Identification
Type of Supplier (select one or both)
❑ Supplier is a wholesale supplier
/1 Supplier is a retail supplier
Fiscal or Calendar Year (select one)
❑ UWMP Tables are in calendar years
1/ UWMP Tables are in fiscal years
If using fiscal years provide month and date that the fiscal year begins (mm/dd) 07/01
Units of measure used in UWMP
Unit AF
2025 Urban Water Management Plan — Public Draft Pagq Lk74of 1000

2.3 Coordination and Outreach
Upland coordinated with multiple neighboring and stakeholder agencies as well as the public to prepare the 2025 UWMP. The coordinated efforts were conducted to 1) inform these entities of Upland's efforts and activities; 2) gather high quality data for use in developing this UWMP; and 3) coordinate planning activities with other related regional plans and initiatives.

2.3.1 Wholesale and Retail Coordination
Upland worked with IEUA and other water suppliers to provide consistency in its exchange of data and information, as presented in Table 2-4. Compliance with the coordination, noticing, and reporting requirements for UWMP is presented in Section 10.

Table 2-4- Retail -Water Supplier Information Exchange
The retail Supplier has informed the following wholesale supplier(s) of projected water use in accordance with Water Code Section 10631 (h).

Wholesale Water Supplier Name
Inland Empire Utilities Agency
Water Facilities Authority
San Antonio Water Company
Monte Vista Water District

2.3.2 Coordination with Other Agencies and the Community The City is a retail water supplier that serves customers in the City of Upland. The City is required to coordinate the preparation of the UWMP with appropriate agencies in the area, including appropriate water suppliers that share a common source. Therefore, the City coordinated the preparation of its 2025 UWMP with the following:
• Chino Basin Watermaster
• City of Chino
• City of Chino Hills
• Cucamonga Valley Water District
• Inland Empire Utilities Agency
• City of Ontario
• Monte Vista Water District
• San Antonio Water Company
• Water Facilities Authority
• County of San Bernardino
2025 Urban Water Management Plan — Public Draft Pagq zgA.of 1000

Per Government Code 6066, the public hearing was noticed in the Daily Bulletin-SB newspaper on July 13, 2026, and noticed again on July 20, 2026. The hearing notices are attached as Appendix C. The public hearing was held on July 27, 2026 at the City Council meeting prior to the UWMP and WSCP adoption. In addition, the City maintained a copy of the 2025 UWMP and WSCP in its office and at the Upland Public Works Yard, 1370 N. Benson Ave. Upland, CA 91786, prior to the public hearing.

The Final 2025 UWMP and WSCP were formally adopted by the City Council on July 27, 2026.

A copy of the Adoption Resolution is included in Appendix D. A hard copy of the City's Final 2025 UWMP and WSCP were sent to the California State Library, DWR (electronically using the WUEdata reporting tool), and all cities and counties within the City's service area within 30 days of adoption. To fulfill the requirements of Water Code Section 10642 of the UWMP Act, the City made the Final 2025 UWMP available online July 13, 2026 and at the City's Public Works Yard office during normal business hours, for public review within 30 days of adoption.

Should the City need to amend the adopted 2025 UWMP or WSCP in the future, the City will hold a public hearing for review of the proposed amendments to the document. The City will send a 60-day notification letter to all cities and counties within the City's service area and notify the public. Notification to the public with be published twice in the newspaper, the first notice being a minimum of two weeks prior to the public hearing. Once the amended document is adopted, a copy finalized version will be sent to the California State Library, DWR (electronically using the WUEdata reporting tool), and all cities and counties within the City's service area within 30 days of adoption. The finalized version will also be made available to the public both online and in person at the City's public office during normal business hours.

2.3.3 Notice to Cities and Counties
CWC Section 10621 requires that suppliers notify cities and counties to which they serve water that the UWMP and WSCP are being updated and reviewed. The CWC specifies that this must be done at least 60 days prior to the public hearing. To fulfill this requirement, Upland sent letters of notification of preparation of the 2025 UWMP and 2025 WSCP to all cities and counties within Upland's service area 60 days prior to the public hearing. A copy of the notification letters sent to these agencies is provided in Appendix E. 2025 Urban Water Management Plan — Public Draft Pagq zg%of 1000

3 System Description
This section describes Upland's water system, service area, population demographics, local climate, and land uses.

IN THIS SECTION
• General Description
• Service Area Boundary Map
• Service Area Climate,
Demographics, and
Socioeconomics
• Land Uses
2025 Urban Water Management Plan — Public Draft Pagq 437_9 of 1000

3. 1 General Description
Upland is located approximately 35 miles east of Los Angeles in San Bernardino County at the base of the San Gabriel Mountains. The City of Upland Water Division operates under the Public Works Department and is committed to delivering safe, reliable, and high-quality drinking water to its residents. It sources water from a mix of local groundwater, surface water from San Antonio Canyon, and imported water through regional partnerships. The agency also utilizes recycled water for irrigation in parks, schools, and landscaped areas. Its mission emphasizes environmental stewardship, regulatory compliance, and cost-effective service delivery.

3.2 Service Area Boundary Maps
Figure 3-1 shows the City of Upland service area boundary map and surrounding area. Upland is located in San Bernardino County directly south of the San Gabriel Mountain range. As shown in Figure 3-1, the western boundary of Upland generally coincides with the boundary between San Bernardino and Los Angeles counties. The northern boundary is with the same as the southern boundary of the San Antonio Heights residential community and the San Gabriel Mountains. The San Bernardino Freeway (Interstate 10) marks the southern boundary, and the Cucamonga Flood Channel generally coincides with the north-eastern boundary. Upland has common boundaries with the incorporated cities of Claremont to the west, Montclair to the southwest, Ontario to the south, and Rancho Cucamonga to the east. 2025 Urban Water Management Plan — Public Draft Pagg 433.4of 1000

Figure 3-1- City of Upland Service Area
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2025 Urban Water Management Plan — Public Draft Pagq 433.tof 1000

3.3 Service Area Climate
Upland's service area climate is a semi-arid, Mediterranean environment with mild winters, warm summers, and moderate rainfall. Climate data from the California Irrigation Management Information System (CIMIS) Station No. 78 in Pomona collected from March 1989 through July 2025. On average, the annual total precipitation is 15.39 inches, with most of the precipitation occurring between December and March. Records show that the monthly average precipitation ranges from 0.16 inches to 3.33 inches. The annual average total evapotranspiration (ETo) is

48.40 inches with an average monthly ETo of 4.16 inches. The highest ETo is experienced between May and August, with the peak occurring in July. Upland's average monthly high temperature ranges from about 53 to 74 degrees Fahrenheit (°F), with an average annual temperature of 62.51°F. Figure 3-2 shows the annual precipitation from 1989 through 2025 and illustrates which years fall above or below the annual average precipitation for this period. As shown by this figure, 2022 was the driest year since 2020, the peak of the most recent drought, making water management more critical to ensure communities are prepared for the next drought. Table 3-1 shows the monthly averages for temperature, precipitation, and Eto.

Figure 3-2- Annual Precipitation from 1989-2025

35.00 30.00
m

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20.00 15.00
a I

10.00 5.00

0.00 I Miii
� qN q qS q" qq ON O� OS 01 O° NN N NS �1 N° �� r' (1h N N N N N �q (O �O ,LO �O ,LO �O �O �O �O �O �O (1, O Total Yearly Precipitation —Average Yearly Precipitation 2025 Urban Water Management Plan — Public Draft Pagq 43821of 1000

Table 3-1-Average Monthly Climate Data
AVERAGE AVERAGE PRECIPITATION AVERAGE ETO (INCHES)
MONTH TEMPERATURE (°F) (INCHES)
January 53.44 3.11 1.97
February 54.66 3.33 2.47
March 56.75 2.33 3.76
April 59.78 1.03 4.74
May 63.17 0.42 5.22
June 68.18 0.22 6.00
July 72.95 0.16 6.74
August 73.71 0.27 6.48
September 71.44 0.48 4.93
October 65.18 0.82 3.51
November 58.18 1.06 2.36
December 52.54 2.46 1.79
MONTHLY AVERAGE: 62.51 1.31 4.16
SOURCES: California Irrigation Management System (CIMIS)data provided from Station No.78 in Pomona, Los Angeles County,March 14, 1989 to July 31, 2025 http://wwwcimis.water.ca.gov/cimis/welcome.jsp .

3.4 Service Area Population and Demographics
The Southern California Association of Governments (SCAG) develops demographic and growth forecasts for the 2025 Connect SoCal Regional Transportation Plan (RTP) (Governments, 2024), including projected population, households, and employment in 2019, 2035, and 2050 across approximately 13,062 traffic analysis zones (TAZs) in the SCAG region.

SCAG publishes jurisdiction and TAZ-level data as GIS shapefiles, which are intersected with supplier service areas to estimate growth units within those areas as shown in Table 3-2.

Forecasts are based on land use data, the 2020 Census, and Cycle 6 Regional Housing Needs Assessment (RHNA), and are refined through local review, incorporating land use and zoning information, input from planners, and coordination with local and regional land use authorities. 2025 Urban Water Management Plan - Public Draft Pagg 433. ,of 1000

Table 3-2-SCAG Growth Units & Annual Growth Rates
2019 2035 2050
Population
Projection
(SCAG) 78,827 81,906 86,416
Annual Growth Rate
(Calculated) - 0.24% 0.36%
Employment
Projection 39,265 42,311 44,219
(SCAG)
Annual Growth Rate
(Calculated) - 0.47% 0.29%
Households
Projection 27,459 30,868 33,175
(SCAG)
Annual Growth Rate

0.73% 0.48%
(Calculated)
2020 Census data was used to determine Uplands 2020 service area population. 2020 population data was then used in conjunction with the service area's number of connections in 2020 to calculate a 'persons-per-connection' (PPC)factor. This factor was then applied to the number of connections for 2025 to estimate the current population as of 2025. Annual growth rates for 2019-2050 were calculated from SCAG growth units in Table 3-2. Annual SCAG growth rates were applied to 2025 population to estimate 2025-2050 populations for the service area as shown in Table 3-3.

Table 3-3- Current and Projected Population
POPULATION SERVED 2020' 20252 2030 2035 2040 2045 2050 TOTAL: 79,007 81,580 82,562 83,543 85,077 86,610 88,143 ' 2020 Census Population Data
2 Assumes a calculated 2020 PPC factor of 4.1
Demographic and socioeconomic data for the City of Upland are reported in Table 3-4. 2025 Urban Water Management Plan — Public Draft Pagg 433tof 1000

Table 3-4- Upland Demographic and Socioeconomic Data
Race and Ethnicity
Hispanic or Latino 39%
White 32%
Black or African American 9%
American Indian and Alaska Native <1
Asian 15%
Native Hawaiian and Pacific Islander <1%
Other or Multiple Races 5%
Income and Households
Median Household Income $105,336
Percent Living at or Below Poverty Line 7%
Percent of households owning home 56%
Vacancy Rate 3%
Sources

1. 2020 Decennial Census

2. 2024 American Community Survey 1-Year Estimates
Accessed at: Data.census.gov

3.5 Land Uses within Service Area
The City of Upland provides water service to a population of approximately 79,000 people across nearly 15 square miles. A range of development and growth scenarios were considered as part of this plan, with the projected population growing to between 81,580 and 88,143 by 2050, shown in Table 3-3. The City is mostly (95 percent) built out and primarily residential (roughly 70 percent), with industrial and commercial use making up the majority of the remaining development. Future growth is expected to occur primarily through infill, redevelopment, and accessory dwelling units (ADUs). Future land use considered input from the Regional Housing Needs Allocation (RHNA) and the city's 2021-2029 Housing Element, with the expectation that the city will continue to add residential units, including ADUs, in line with the local and regional housing needs.
2025 Urban Water Management Plan — Public Draft Pagq 4;:5Tof 1000

Water Use Characterization
This section describes and quantifies Upland's past, current, and future water use through 2050.

IN THIS SECTION
• Non-Potable Versus Potable
Water Use
• Past, Current, and Projected
Water Use by Sector
• Water Use for Lower Income
Households
• Climate Change Considerations
2025 Urban Water Management Plan — Public Draft Pagq 44aq of 1000

4. 1 Non-Potable Versus Potable Water Use
Chapter 4 addresses Upland's potable water demands. Recycled water demands are addressed separately in Section 6.2.2. Raw water is not served by the City and is not applicable.

4.2 Past, Current, and Projected Water Use by Sector Upland provides potable and non-potable water to its customers as described in further detail in the following sections.

4.2.1 Water Use Sectors Listed in Water Code
Water suppliers are required to identify water uses to the extent that records are available, for each of the applicable water use sectors identified in CWC 10631(d). Upland primarily serves potable water to customers, though it does supply a small amount of recycled water. Recycled water uses are described in Section 6.

Upland serves the following water uses:

Single Family
Single family residential customers are typically on a lot with a free-standing building containing one dwelling unit that may include a detached secondary dwelling. Multi-family residential customers are categorized with single family and are typically multiple dwelling units within one building or several buildings within one complex.

Commercial
Commercial customers typically provide or distribute a product or service. Upland categorizes all non-residential customers, except Landscape, as commercial.

Landscape
Upland tracks the water use for landscape irrigation.

Distribution System Water Losses
Distribution system water losses are the water losses from the point of water entry to the distribution system to the delivery point to the customer's system. Water losses are discussed in Section 4.2.3.

4.2.2 Past Water Use
Upland's actual water use by customer class from 2021-2025 is shown in Table 4-1. Historical demand trends have been considered as part of projected water use in Section 4.2.5 and water service reliability in Section 7.
2025 Urban Water Management Plan — Public Draft Pagq 4 .72of 1000

Table 4-1- 2021-2025 Actual Water Use, AF
Use Type 2021 2022 2023 2024 2025
Average
Single Family 13,379 12,658 9,887 10,413 11,686 66% Commercial 3,395 2,278 1,996 2,035 2,337 14% Landscape 3,041 2,731 1,915 1,979 2,530 14% Other 314 747 563 525 614 3% Losses (832) 91 1,259 1,074 793 3% TOTAL: 19,297 18,505 15,620 16,026 17,960

4.2.3 Distribution System Water Losses
Distribution system water losses are the physical potable water losses from the point of water entry to the distribution system to the point of delivery to the customer's system. Water loss can result from aging infrastructure, leaks, seepage, theft, metering inaccuracies, data handling errors, and other causes. Addressing water losses can increase water supplies and recover revenue. Upland monitors its water loss and prepares an annual American Water Works Association (AWWA) Water Audit to estimate the volume of water loss. Upland will submit all required water loss audits to the State, targeting submission in 2026 as shown in Table 4-2.

Table 4-2-Water Loss Audit Reporting - Retail
Public Water System ID # Submitted to DWR Water Reported in Table 2-1 R Reporting Period Loss Audit Program CA3610050 2020 No
2021 No
2022 No
2023 No
2024 No
DWR NOTES:
2020 AWWA: Targeting submission 2026
2021 AWWA:Targeting submission 2026
2022 AWWA: Targeting submission 2026
2023 AWWA: Targeting submission 2026
2024 AWWA:Targeting submission 2026
CWC Section 10608.34 required the State Water Resources Control Board (State Water Board) 2025 Urban Water Management Plan — Public Draft Pagq 4B4of 1000

to develop water loss performance standards for urban retail water suppliers to minimize water waste through system leaks. Water loss performance standards were developed through a rulemaking that became effective in 2023. Under the regulations, each supplier will be required to comply, by 2028, with an individualized volumetric water loss standard based on real loss, using the economic model developed by the State Water Board and the supplier's own unique data. Real loss is the physical loss of water from water distribution systems, as opposed to apparent losses, which are revenue losses due to meter inaccuracies, billing errors or unauthorized consumption. A supplier's baseline water loss is calculated as the average water loss from at least 3 of the 4 water loss audits from 2017 —2020. The real water loss performance standard is based on gallons per service connection per day (gpscd), or gallons per mile of pipe per day (gpmd), depending on how the supplier reports real loss. Post-2028 compliance with volumetric water loss standards will be assessed every three years based on the average of the supplier's real loss from the preceding three years, with an allowed variation of 5 gallons per connection per day above the supplier's water loss standard. Apparent loss standards are equal to the baseline apparent loss and compliance is evaluated at the same time as compliance with the Real Water Loss Performance Standard.

Although the compliance period has not yet started, CWC Section 10631 (d)(3)(C) requires water suppliers to provide data in the UWMP to show whether the supplier met its State Water Board water loss performance standard.

Based on data released by the State on January 30, 2026, the City's baseline real water loss is

26.9 gpscd and the real water loss standard is 26.9 gpscd, and the apparent loss standard is the baseline of 24.9 gpscd. As shown in Table 4-3, based on the most recent water loss audit from 2017, the City has not yet met the real water loss performance standard, but is working toward that goal by 2028. Section 9 discusses District's programs to assess and manage distribution system real loss.
2025 Urban Water Management Plan — Public Draft Pagq 44E14of 1000

Table 4-3- Progress Towards 2028 Water Loss Standard
Public System ID # Reported in Submittal Table 2-1 R CA3610050 Did the Water Board Calculate a Water Loss Standard for this Public System? Yes 2028 Real Water Loss Standard per Unit per day 26.9 Units for Real Water Loss Standard gpscd
Number of Units 20,826
Volume of Total Real Water Loss (from AWWA Water Loss Audit) 540 2025 or Most Recent Year Real Water Loss per Unit per Day 23.2 2028 Apparent Water Loss Standard per Unit per Day 24.9 Units for Apparent Water Loss gpscd
Number of Connections 20,826
Volume of Total Apparent Loss (from AWWA Water Loss Audit) 821 2025 or Most Recent Year Apparent Water Loss per Unit per Day 35.2

4.2.4 Current Water Use
In 2025, the City provided 17,960 AF of water to its customers as shown in Table 4-4.

Table 4-4-Total Potable and Non-Potable Water Use- Retail Level of Treatment When
Use Type 2025 Volume (AF)
Delivered
Single Family Potable 11,686
Commercial Potable 2,337
Landscape Potable 2,530
Other Potable 614
Distribution Water System Losses Potable 793
Total 17,960
2025 Urban Water Management Plan — Public Draft Pagq 4i9(tof 1000

4.2.5 Projected Water Use
The "Making Conservation a California Way of Life" Regulation (CWOL Regulation) establishes unique water budget-based Urban Water Use Objectives (UWUO) for each urban retail water supplier in the State. The CWOL Regulation requires suppliers to calculate an annual UWUO consisting of these core components:

UWUO = Residential Indoor Water Use Budget + Residential Outdoor Water Use Budget + Commercial, Industrial, and Institutional (CII) Dedicated Irrigation Meters (DIM) Outdoor Water Use Budget + Real Water Loss Budget
Each component has associated water efficiency standards that become increasingly stringent through 2040 as shown in Table 4-5. The key standards are residential indoor GPCD, Landscape Efficiency Factors (LEF), and real water loss measured in gallons per service connection per day. Annually updated supplier-specific input data is also required for population, climate, landscapes, and real water losses. The UWUO does not include some uses, such as CII indoor use or other uses that are considered "Excluded Demands".

Table 4-5-Water Efficiency Standard by Reporting Period Residential Indoor Residential Real Water Loss Year CII DIMS
GPCD Outdoor LEF Budget'
FY 55 0.8 Actual Reported Actual Reported or 23/24 "Landscape" Volume Budget
FY 47 0 8 Actual Reported Actual Reported or 25/26 "Landscape" Volume Budget
FY 42 0.8 0.8 LEF (starts July 1, Budget (starts July 30/31 2028) 1, 2027)
FY
35/36 42 0.63 0.63 LEF Budget
FY
40/41 42 0.55 0.45 LEF Budget
I
1 Budget=Supplier standard for real water loss (gallons per service connection per day) applied to total service connections.

DWR and the State Water Board have developed an annual reporting framework, tools, and guidance for calculating the UWUO and comparing it to the actual use for that year. The State Water Board's "Water Use Objective Exploration Tool" allows users to enter varying efficiency standards and baseline year(s) of input data to calculate and visualize a comparison of historic demand to the UWUO with selected standards. The State Water Board's "Annual UWUO and Water Use Report" tool pre-populates input data and standards for the given reporting year. To 2025 Urban Water Management Plan — Public Draft Pagq 40tof 1000

project demands for this UWMP, a demand tool that aligns with the framework, data, and calculations of the State Water Board's tools was used and expanded to allow for forecasting future years' demand considering future efficiency standards, supplier input data, and growth assumptions.

Supplier input data and growth assumptions used in this UWMP for future years are shown in Table 4-6. Projected growth for residential indoor usage is associated with population projections described in Section 3.4. Residential landscape area growth is associated with connections growth scaled with SCAG's housing projections described in Section 3.4. The historic landscape area provided by the State in its UWUO tools was divided by the 2025 residential service connections to create a landscape area per connection factor that was applied to future connections to account for growth. CII DIM Landscape connections were assumed to scale with SCAG's employee projections described in Section 3.4. Excluded demand growth was assumed to scale with the ratio of historic Excluded Demand to the UWUO applied to future UWUO estimates. The Real water loss standard is applied to the sum of all projected future connections.

Table 4-6- UWUO Components Growth Assumptions
Supplier
UWUO Component Input Data for Growth Associated Assumption Input Data
Residential Indoor Population 2025-2050 population See Section 3.4.

SCAG household projections
2025 Irrigable Irrigated
Landscape growth rate applied to
Residential Landscape
area & connections. Historic
Residential Landscape Area per Service
annual average climate data from
Connection scaled to
climate data the State is used for future
future connections.
years.

Historic Landscape water
SCAG employees annual
CII DIM Landscape Water use use per service growth rate applied to connection scaled to
"Landscape" connections.
future connections.

Supplier standard for
Sum of future connections
Real Water Loss (gallons
including UWUO &
Real Water Loss Connections per service connection Excluded Demand
per day) applied to
categories connections.
future total connections.

Excluded Demand (not
included in UWUO but Ratio of historic Excluded Demand to UWUO applied to Water use
included in total demand) future UWUO estimates.

Water use
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Future efficiency standards (see Table 4-5) were applied to existing customer residential population, residential landscaped area, CII landscape usage, and total connections. These demand components for existing customers are shown to reduce over time as the standards become more stringent. Excluded demands were assumed to grow at the ratio of historic Excluded Demand to the UWUO. The most stringent standards in Table 4-5 for FY 40/41 were applied to all new growth connections for all time periods, recognizing that new construction will comply with efficient building codes. The resulting projected UWUO, excluded demands, and total demands for both existing and new growth connections are shown in Table 4-7 and Figure 4-1.

Table 4-7- UWUO Projections by Component, AFY
2030 2035 2040 2045 2050
Existing- Residential Indoor 3,838 3,838 3,849 3,838 3,838 Existing- Residential Outdoor 5,701 4,549 4,007 4,007 4,007 Existing- CII DIM 3,041 2,395 1,710 1,710 1,710 Existing- Real Water Losses 587 587 589 587 587
Existing-Future Total UWUO Demand Target 13,650 11,851 10,637 10,625 10,625 Existing-Excluded Demands 2,370 2,370 2,370 2,370 2,370 Existing- Total Demand 16,020 14,221 13,007 12,995 12,995 New- Residential Indoor 46 92 165 237 274
New- Residential Outdoor 289 433 537 640 741
New-CII DIM 47 95 126 158 183
New- Real Water Losses 63 78 94 109 127
New- Total UWUO Demand 445 698 922 1,144 1,324
New-Excluded Demands 87 137 180 224 259
New- Total Demand 533 835 1,102 1,368 1,584 Existing&New- Total UWUO Demand 14,095 12,549 11,559 11,769 11,949 Existing&New-Excluded Demands 2,457 2,507 2,550 2,594 2,629 Existing & New-Total Demand 16,552 15,056 14,109 14,363 14,578 2025 Urban Water Management Plan - Public Draft Pagq 4fgof 1000

Figure 4-1- UWUO Projections by Component, AFY
20,000 20,000
15,000 15,000
10,000 10,000
5,000 5,000
0 0
2030 2035 2040 2045 2050
New- Excluded Demands New- Real Water Losses
New- CII DIM imam New- Residential Outdoor
New- Residential Indoor Existing- Excluded Demands Existing- Real Water Losses Existing- CII DIM
Existing- Residential Outdoor Existing- Residential Indoor —Existing- Future Total UWUO Demand Target
While the City intends to meet the UWUO, it was also considered that demands may continue in alignment with historic patterns initially and take more time than anticipated to reach direct alignment with the UWUO. Therefore, demands used for the purposes of supply reliability planning are assumed to trend from a historic baseline pattern downward to the UWUO by 2050.

A historic baseline demand per connection per customer type is used to approximate current "normal" demand patterns representative of a range of conditions for influential factors impacting demand, known as "demand drivers". A key demand driver is rainfall. Ideal baseline years incorporate impacts of dry and wet years since demand typically fluctuates with rainfall due to the need for more irrigation in dry years and less in wet years. For this UWMP, a baseline period of 2021-2025 is used, which captures two wet years, two dry years and one average rainfall year. Using demands in these years, a baseline water use was established for each connection type, then reduced at a constant rate to meet the UWUO water use for that connection type by 2050.

Figure 4-2 shows the UWUO projection scenario and Table 4-8 presents the projected demand by customer type through 2050 for this UWMP.
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Figure 4-2- Historic & Projected Demand Scenarios
25,000
20,000
15,000
U-
Q
E 10,000
}
5,000
2015 2020 2025 2030 2035 2040 2045 2050
Actual Total Potable Demand (AFY)
- - - Custom Trend to UWUO by 2040,then UWUO
Table 4-7, Table 4-8, and Table 4-9 satisfy the requirement to include anticipated water conservation savings when developing future demand projections demand estimates for the next 25 years since they account for water efficiency standards set by the State for the UWUO.

The City is complying with and planning for UWUO standards as described in Sections 5 and 9. 2025 Urban Water Management Plan — Public Draft Pace449 of 1000

Table 4-8- Projected Potable and Non-Potable Water Use - Retail Projected Water Use
Level of
Additional Treatment
Use Type 2030 2035 2040 2045
Description When
Delivered
Single Family Potable 12,038 10,793 9,548 9,720 9,866 Commercial Potable 2,498 2,240 1,981 2,017 2,047 Landscape Potable 2,530 2,269 2,007 2,043 2,074 Distribution
System Water 722 647 572 583 592
Losses
Total 17,788 15,949 14,109 14,363 14,578

4.3 Water Use for Lower Income Households
Senate Bill 1087 requires that water use projections in a UWMP include projected water use associated with single family and multi-family residential housing for lower income households, as identified in the housing elements of any city, county, or city and county within the City's service area. The Regional Housing Needs Assessment (RHNA) establishes housing needs for each jurisdiction over the applicable planning period. SCAG adopted the 6th Cycle RHNA Allocation Plan, which covers the planning period from October 2021 through October 2029 (Southern California Association of Governments, 2021). SCAG's population and household projections inform the RHNA Allocation Plan and are used in the determination and allocation of housing needs, including lower income housing, for individual jurisdictions. The growth projections in this UWMP are based on SCAG projections for the service area and therefore also incorporate the lower income housing projections. The projected demands in this UWMP represent water use from all future growth and are inclusive of water use for lower income households.

Table 4-9- Inclusion in Water Use Projections
Are Future Water Savings Included in Projections? Yes Are Lower Income Residential Demands Included in Projections? Yes 2025 Urban Water Management Plan — Public Draft Par449C of 1000

4.4 Climate Change Considerations
Future demand and use of supply sources may be affected by climate change. "Projections of climate change in California indicate a further intensification of wet and dry extremes and shifting temperatures that can...affect both water use and supplies.

Extreme and higher temperatures can lead to increases in water use...Projections of more frequent, severe, and prolonged droughts could lead to not only less surface water available, but also exacerbating ongoing stressors in groundwater basins across the state." (State of California Department of Water Resources, 2021) Higher temperatures decrease the amount of water available for groundwater recharge and for surface water sources while increasing water use, especially for outdoor use. Reductions in future supply due to impacts associated with climate change were considered as part of the projected supply discussed in Section 6 and Section 7. Impacts to future water use patterns due to climate change factors were considered as part of the demand projections provided in Section 4.
2025 Urban Water Management Plan — Public Draft Page44972of 1000

5 SB X7-7 Compliance & Future
Water Use Efficiency Requirements
This section describes compliance with the Water Conservation Act of 2009, also known as Senate Bill 7 of Special Extended Session 7 (SBX7-7). The section demonstrates compliance with the 2020 SBX7-7 target and discusses future water use
efficiency requirements.

IN THIS SECTION
• Compliance and Future Water
Use Efficiency Requirements
2025 Urban Water Management Plan — Public Draft Page 4, £1 of 1000

5. 1 Compliance and Future Water Use Efficiency
Requirements
SBX7-7 was incorporated into the UWMP Act in 2009 and required that all water suppliers increase water use efficiency with the overall goal to decrease per-capita water consumption within the state by 20 percent by the year 2020.

SBX7-7 required DWR to develop certain criteria, methods, and standard reporting forms through a public process that water suppliers could use to establish their baseline water use and determine their water conservation targets. SBX7-7 and DWR's Methodologies for Calculating Baseline and Compliance Urban Per Capita Water Use (California Department of Water Resources, 2021) specify methodologies for determining the baseline water demand, 2015 interim urban water use target and the 2020 urban water use target for Upland as described in the 2020 UWMP. This section also demonstrates that Upland achieved its 2020 water use target.

Table 5-1 below establishes the Upland's 2020 actual and 2020 target GPCD. As shown, Upland met its 2020 target. Most recently, in 2025, the water use was 196 GPCD, which is well below the 2020 target of 220 GPCD.

Table 5-1- SB X7-7 2020 Target Progress
lulu I arget c3F'c,u 2020 Actual GPCD Did Supplier Achieve Target? 220 210 Yes
New water use efficiency standards from the CWOL Regulation supersede SBX7-7 standards.

In 2018, two policy bills were enacted by the California Legislature, Assembly Bill 1668 (AB1668, Friedman) and Senate Bill 606 (SB606, Hertzberg), collectively referred to as the "2018 Water Conservation Legislation." Based on the 2018 Water Conservation Legislation, related legislation, and subsequent adoption of the CWOL Regulation, each urban retail water supplier must comply with its UWUO. DWR and the State Water Board have developed a reporting framework for calculating the UWUO and compliance annually with efficiency standards becoming increasingly stringent through 2040.

The demand projections in this UWMP are based on the City meeting its estimated future UWUO, as described in Section 4.2.5. in order to plan and implement necessary demand management measures (described in Section 9) to support meeting the UWUO. DMMs and UWUO compliance planning enhance resiliency for drought and other water shortage conditions as described in Sections 7, 8, and 9.
2025 Urban Water Management Plan — Public Draft Pagq 4§1�of 1000

6 Water Supply Characterization
This section describes and quantifies Upland's current and projected potable and non-potable water supplies. It provides a narrative description of each supply source and quantifies the supply availability for each supply source identified.

IN THIS SECTION
• Water Supply Analysis Overview
• Water Supply Characterization
• Energy Intensity
2025 Urban Water Management Plan — Public Draft Pagq w.q of 1000

6. 1 Potable Water Supply Sources
Upland's current water supply portfolio consists of several sources. • Imported water from MWD purchased through IEUA for treatment at WFA • Groundwater pumped from Upland owned wells and West End Consolidated Water Company (WECWC) (Upland is shareholder)
• Groundwater purchased from SAWCo (Upland is shareholder) • Surface water purchased from SAWCo (Upland is shareholder) and treated by Upland • Recycled water purchased from IEUA
Upland has rights to 70.6 percent of the stock in SAWCo (currently 4,515 shares) and 91 percent of WECWC stock. Rights to stock ownership in these private water companies entitle Upland to 70.6 and 91 percent of the water produced by SAWCo and WECWC, respectively.

SAWCo produces surface water which Upland treats at its San Antonio Canyon Water Treatment Plant (SACWTP). Both SAWCo and WECWC produce groundwater.

6.1 .1 Groundwater
The City of Upland relies on groundwater produced from wells located within three adjudicated groundwater basins: the Chino Basin, Six Basins (Upper Claremont Heights and San Antonio Canyon subbasins), and the Cucamonga Basin. Upland holds groundwater rights in the Chino Basin and Six Basins and also receives groundwater supplies from these basins and from the Cucamonga Basin through agreements with SAWCo and the WECWC. Links to the judgmentfor Chino Basin and a copy of the Six Basins judgement and Cucamonga decree are provided in Appendix F. Due to the interconnected nature of these basins and delivery arrangements, the City's groundwater supplies are introduced here and described in greater detail in basin-specific subsections below. Historical groundwater pumping is shown in Table 6-1.

Table 6-1- Groundwater Volume Pumped — Retail
Groundwater Potable or
Non- Location or Basin Name 2021 2022 2023 2024 2025 Type Potable
Alluvial Basin Potable Chino Basin Groundwater 2,846 1,873 1,267 1,643 2,220 Alluvial Basin Potable Cucamonga Basin 2,356 2,643 2,413 1,913 2,386 Groundwater
Alluvial Basin Potable Six Basins 2,959 2,082 2,141 2,394 3,589 Total: 8,161 6,598 5,820 5,950 8,195
2025 Urban Water Management Plan — Public Draft Pagq qp'tof 1000

6.1 .1 .1 Chino Basin Groundwater

6.1 .1.1 .1 Description
The Chino Basin is located within the Upper Santa Ana Valley within San Bernardino County and is bounded on the east by the Rialto-Colton fault; on the southeast by the contact with impermeable rocks forming the Jurupa Mountains; on the south by impermeable rocks of the Puente Hills and by the Chino fault; on the northwest by the San Jose fault; and on the north by the impermeable rocks of the San Gabriel Mountains and by the Cucamonga fault. The location of the Chino Basin is provided in Figure 6-1. The surface area of the Chino Basin is approximately 154,000 acres (or 240 square miles). The San Antonio Creek and Cucamonga Creek drain the Chino Basin area southward and flow into the Santa Ana River. Pursuant to DWR Bulletin 118 (for Basin Number 8-2.01), the Chino Basin is a subbasin of the Upper Santa Ana Valley Groundwater Basin and has a total storage capacity of approximately 5,000,000 AF .

The water-bearing units in the Chino Basin include Holocene and Upper Pleistocene alluvium.

This Holocene alluvium consists mainly of alluvial-fan deposits, with maximum thickness of 150 feet that are most coarse in and near the mouths of the canyons and are finer away from canyon mouths in the southern part of the Chino Basin. The Pleistocene alluvium is exposed mainly in the northern part of the subbasin and supplies most of the water to wells located within the Chino Basin. The Pleistocene alluvium is about 600 to 700 feet thick throughout most of the Chino Basin. The alluvium contains interfingering finer, alluvial-fan deposits and coarser, fluvial deposits.
2025 Urban Water Management Plan — Public Draft Pagq Hof 1000

Figure 6-1- Chino Basin Boundary Area
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2025 Urban Water Management Plan — Public Draft Pagq %(.131.of 1000

6.1 .1 .1 .2 Sustainable Groundwater Management Act Pursuant to the Sustainable Groundwater Management Act of 2014 (SGMA), the Chino Basin was named as an adjudicated groundwater basin and is exempt from the requirements of developing a groundwater sustainability plan and subsequently was designated a very-low- priority basin in DWR's 2019 SGMA Basin Prioritization report. In compliance with SGMA, the Chino Basin Watermaster submits its Annual Report to DWR.

6.1 .1 .1 .3 Adjudication
The Chino Basin was adjudicated under the Chino Basin Judgment, entered on January 27, 1978 by the Superior Court for the County of San Bernardino. The Chino Basin Watermaster was created by the Judgment to administer the provisions of the Judgement as an arm of the Court.

The Chino Basin Judgment originally established a Safe Yield for the Chino Basin of 140,000 AFY. The Safe Yield is typically recalculated every 10 years and is defined in the Chino Basin Judgment as "the long-term average annual quantity of ground water (excluding replenishment of stored water but including return flow to the Basin from use of replenishment or stored water) which can be produced from the Chino Basin under conditions of a particular year without causing an undesirable result". Pursuant to the most recent Safe Yield reset effective in 2020, the Safe Yield for the Chino Basin is currently 131,000 AFY (effective July 1, 2020 to June 30, 2030).

In April 2017, a Court Order regarding the Safe Yield of the Chino Basin (2017 Safe Yield Court Order) was issued, which caused the Safe Yield to be recalculated in 2025. The 2017 Safe Yield Court Order also required changes to the Safe Yield Reset methodology. The methodology was updated in 2022, and the 2025 Safe Yield Reset process began in 2023. The 2025 Safe Yield Reset is not final, so for purposes of this UWMP, the Safe Yield for the Chino Basin is based on the currently effective value of 131,000 AFY. Additional information on the 2025 Safe Yield Reset is available on the Chino Basin Watermaster website ( https://www.cbwm.org/pages/syrm/) .

The Chino Basin Judgment's allocation of the Safe Yield includes three separate Pools:

1. Overlying Agricultural Pool (farmers, State of California, and other minimal producers)

2. Overlying Non-Agricultural Pool (businesses and industries)

3. Appropriative Pool (cities, agencies, and other water suppliers, including Ontario) As of July 2020, the Safe Yield is allocated among these three pools at 82,800 AFY to the Overlying Agricultural Pool, 7,366 AFY to the Overlying Non-Agricultural Pool, and 40,834 AFY to the Appropriative Pool. The portion of the Safe Yield allocated to the Appropriative Pool is called the Operating Safe Yield (OSY).

The City appropriative rights to 5.202 percent of the OSY. With an OSY of 40,834 AF, the City's current appropriative right is approximately 2,124 AFY. 2025 Urban Water Management Plan — Public Draft Pagq %i1tof 1000

Appropriators who are Parties to the Chino Basin Judgment are authorized to produce groundwater in excess of their rights. For any groundwater produced in excess of their rights, Appropriators pay assessments to the Chino Basin Watermaster, which are used to purchase water to replenish the Chino Basin. The Chino Basin Watermaster purchases water from MWD through IEUA and/or TVMWD, on behalf of the Parties, to replenish the Chino Basin.

Occasionally, Watermaster has purchased water from storage accounts from parties within the Chino Basin.

6.1 .1 .1 .4 Management
Chino Basin Optimum Basin Management Program
In 2000, the Chino Basin Watermaster developed the Chino Basin Optimum Basin Management Program (OBMP). The OBMP was developed in a collaborative process that identified the needs of the stakeholders, described the physical state of the basin, defined a set of management goals, identified impediments to these goals, and established a series of actions that would remove these impediments and achieve the management goals. The goals identified in the OBMP included: (1) Enhance Basin Water Supplied; (2) Protect and Enhance Water Quality; (3) Enhance Management of the Basin; and (4) Equitably Finance the OBMP.

The OBMP defines nine Program Elements which were incorporated into the OBMP Implementation Plan as part of the Court-ordered Peace Agreement (2000):
• Program Element 1 - Develop and Implement Comprehensive Monitoring Program • Program Element 2 - Develop and Implement Comprehensive Recharge Program • Program Element 3 - Develop and Implement a Water Supply Plan for Impaired Areas • Program Element 4 - Develop and Implement Comprehensive Groundwater Management Plan for Management Zone 1
• Program Element 5 - Develop and Implement Regional Supplemental Water Program • Program Element 6 - Develop and Implement Cooperative Programs with the Regional Board and Other Agencies to Improve Basin
• Program Element 7 - Develop and Implement Salt Management Plan • Program Element 8 - Develop and Implement Groundwater Storage Management Program
• Program Element 9 - Develop and Implement Storage and Recovery Programs The "Peace Agreement" (2000) and the "Peace II Agreement" (2007) are agreements among the Parties that allow the implementation of the OBMP and guide the management of the Chino Basin, including the construction and operations of the Desalters, hydraulic control of the Basin, groundwater production and replenishment for the Desalters, yield accounting and recharge.

Chino Basin Storage Management Plan
The Peace Agreement (2000) establishes rules and regulations, standard storage agreements, and related forms for storage in the Chino Basin. Since 2000, Chino Basin Watermaster 2025 Urban Water Management Plan — Public Draft Pagq %1 of 1000

administers groundwater storage in the Chino Basin pursuant to the storage management plan described in Program 8 of the 2000 OBMP.

There are five types of storage accounts: Excess Carryover, Local Supplemental-Recycled, Local Supplemental-Imported, Pre-2000 Quantified Supplemental, and Storage and Recovery. • Excess Carryover account— includes a Party's unproduced rights in the Safe Yield (Safe Yield for Overlying Non-Agricultural Pool Parties and OSY for Appropriative Pool Parties) and Basin Water purchased or transferred from other Parties. • Local Supplemental Water account (recycled and imported)— includes any imported and/or recycled water that is recharged by a producer and similar water acquired from other Parties.
• Pre-2000 Quantified Supplemental Account (same function as Local Supplemental Water Account)
• Storage and Recovery account— holds Supplemental Water (imported or recycled) and is intended to provide a broad and mutual benefit to the Parties of the Judgment.

The City has Excess Carryover and Local Supplemental accounts. The City also participates in the DYY Program, which is currently the only Storage and Recovery Program in the Chino Basin.

Dry Year Yield Program
MWD's Dry-Year Yield Program (DYYP) is the only active Storage and Recovery Program in Chino Basin. This program is a water exchange as discussed in Section 6.5.

Groundwater Clean-up
Groundwater in areas of the Chino Basin is currently contaminated with Perchlorate and VOCs, including 1,2,3-Trichloropropane (1,2,3-TCP), trichloroethylene (TCE), and perchloroethylene (PCE). In addition, nitrates and TDS concentrations in areas of the Chino Basin exceed drinking water quality standards. Wellhead treatment is necessary in these areas to allow delivery of the groundwater for potable purposes.

6.1 .1 .2 Cucamonga Basin Groundwater
The Cucamonga Basin is a subbasin of the Upper Santa Ana Valley Groundwater Basin and is designated by the California Department of Water Resources (DWR) as Basin 8-002.02. The basin is located in the northern portion of the Upper Santa Ana Valley and covers approximately 9,530 acres (about 15 square miles). It is bounded to the north by the San Gabriel Mountains and to the west, east, and south by the Red Hill Fault. Groundwater occurs primarily within alluvial deposits consisting of sand, gravel, silt, and clay derived from streams draining the San Gabriel Mountains.

Under SGMA, the Cucamonga Basin is classified as an adjudicated basin and is therefore exempt from the requirement to develop a Groundwater Sustainability Plan. The basin was designated as a very-low-priority basin in DWR's 2019 SGMA Basin Prioritization. 2025 Urban Water Management Plan — Public Draft Pagq %16yof 1000

The basin was adjudicated in 1958 through the Cucamonga Basin Decree (Appendix F), which established groundwater production rights and management provisions for basin users. The decree is currently administered jointly by the Cucamonga Valley Water District, SAWCO, and WECWC. While the decree did not establish a formal Watermaster, the parties coordinate groundwater production, monitoring, and data sharing to manage basin resources consistent with the terms of the judgment.

Recharge to the Cucamonga Basin occurs primarily through streamflow infiltration, rainfall percolation, irrigation return flows, and underflow from the San Gabriel Mountains. Total groundwater storage capacity in the basin is estimated at approximately 53,600 acre-feet (DWR Bulletin 118).

Under the Cucamonga Judgment, SAWCo's base groundwater production right is 4,500 AFY and may increase depending on the amount of water spread from San Antonio Canyon. If at least 2,000 AFY is spread, SAWCo may produce up to 6,500 AFY. Additional spreading above 2,000 AFY may be credited at 95 percent toward production, up to a maximum production right of 8,500 AFY.

In Cucamonga Basin, the City owns Well No. 15, located near the northeastern City boundary.

Groundwater produced from this well is attributed to the City's entitlements from SAWCo and WECWC. This well produces water that does not have to be blended; water produced from more southern locations in the basin requires blending due to water quality concerns.

Groundwater elevations measured in wells located in Cucamonga Basin show greater fluctuations than wells located in Chino Basin, likely due to the influence of recharge from precipitation. Because of the high water quality, the City uses this supply to the maximum extent possible. SAWCo has five wells (in addition to City Well No. 15) in Cucamonga Basin. WECWC does not have any wells in this basin; the City pumps WECWC's allocation from City Well No.

15. 6.1 .1 .3 Six Basins Groundwater
The Six Basins are a part of the Main San Gabriel Basin, designated by DWR as Basin 4-013 and as a very low priority basin. The Six Basins area consists of six interconnected groundwater basins: Canyon, Upper Claremont Heights, Lower Claremont Heights, Live Oak, Ganesha, and the Pomona Basins. The Six Basins area is bounded by the San Jose Hills to the south, the Chino Basin to the east, the San Gabriel Mountains to the to the north, and the Main San Gabriel Basin to the west.

The Six Basins are further broken into the Four Basins and Two Basins. The Four Basins include the Canyon, Upper Claremont Heights, Lower Claremont Heights and Pomona Basins.

The Two Basins refer to the Live Oak and Ganesha Basins.

The Six Basins is managed by the Six Basins Watermaster. The Six Basins were adjudicated in 1998 through the stipulated judgement "Southern California Water Company vs. City of La Verne et al." known as the Six Basins Judgement, provided in Appendix F. The Six Basins Judgement specified a safe yield of 19,300 AFY and the Six Basins Watermaster establishes 2025 Urban Water Management Plan — Public Draft Pagq %iltof 1000

operating safe yields (OSY) annually. In addition, water users within the Six Basins may obtain "carryover rights" for unused production (Southern California Water Company, 1998).

Under the Judgment, provided in Appendix F, the City is entitled to 9.544 percent of the OSY while SAWCo and WECWC are entitled to 7.166 percent and 15.399 percent, respectively.

Carryover of 25 percent of annual allocation or unused balance, whichever is less, is allowed.

Annual over pumping in Four Basins is allowed with no specified upper limit. These exceedances result in assessments by the Watermaster to pay for replenishment water through imported surface water recharge, similar to Chino Basin. An exception is made for "Special Projects", projects controlling water levels or for remediation of water quality problems. Special projects are exempt from replenishment obligation. Imported water deliveries are allowed for replenishment obligation or for additions to storage/recovery accounts.

The City has one producing well and one inactive well (due to water quality issues) in Canyon Basin, located behind San Antonio Dam. Canyon Basin groundwater is conveyed through the dam to a treated water reservoir. The City has two wells that pump from Upper Claremont Heights Basin. Two of the City's wells in Six Basins are out of service due to water quality concerns.

The Six Basins Watermaster Strategic Plan and associated Final Environmental Impact Report which was completed in 2021 will become the conjunctive water management program utilized by the Six Basins Watermaster to implement water supply and conservation projects in coordination with others and to optimize conjunctive water management activities within the Six Basins.

Specifically, the Strategic Plan aims to:
• Enhance water supplies
• Enhance basin management
• Protect and enhance water quality
• Equitably finance the Strategic Plan implementation

6.1 .2 San Antonio Tunnel Water
SAWCo is entitled to all water supplied through the San Antonio Tunnel (Tunnel). The Tunnel is a deep rock tunnel located approximately 100 feet below ground surface in San Antonio Canyon and is supported by redwood beams and solid rock. Groundwater from the surrounding fractured bedrock naturally percolates into the Tunnel, and flows can vary from year to year depending on rainfall and snowpack conditions in the watershed. SAWCo may also divert water from San Antonio Creek to spreading grounds located upstream of the Tunnel, where the water percolates and contributes to Tunnel flows. Tunnel water is delivered to SAWCo's Forebay Station and is used primarily as a potable water supply to serve customers including the City.

During periods of high Tunnel flows and low domestic demand, excess Tunnel water is diverted to the irrigation system to avoid water losses.
2025 Urban Water Management Plan — Public Draft Pagq %18of 1000

The 20-year average supply from the Tunnel since 2006 is 2,199 AFY and has held a consistent range in the last 5-years at an average of 2,301 AFY.

6.1 .3 Water Facilities Authority
The City purchases treated, imported surface water from WFA through an Installment Purchase Agreement first signed in 1985 and last revised in 1997. On February 19, 1980, WFA was formed under a Joint Exercise of Powers Agreement to acquire and construct facilities to supply and distribute potable water to its member agencies. WFA's member agencies include the Cities of Chino, Chino Hills, Ontario, Upland, and Monte Vista Water District.

WFA purchases untreated imported water from MWD through IEUA. WFA owns and operates the Agua de Lejos Treatment Plant located in the City of Upland. The Agua de Lejos Treatment Plant is a conventional surface water treatment facility that treats and disinfects imported water supplies. The Agua de Lejos Treatment Plant began operating in 1988 and has a treatment capacity of 81 million of gallons per day (MGD).

6.1 .4 San Antonio Water Company
The City purchases water from SAWCo through the "Water Service Agreement, January 1, 2017" contract between the City and SAWCo which delivers domestic and irrigation water to a variety of shareholders. These shareholders include most residents of San Antonio Heights (an unincorporated area of San Bernardino County), the Cities of Upland and Ontario, Monte Vista Water District, the United States Forest Service, the San Bernardino County Flood Control District, local golf courses, rock quarries, and grove irrigators. SAWCo is governed by a seven- member Board of Directors that is elected by shareholders at the end of each calendar year.

Pursuant to SAWCo's Annual Operating and Capital Improvement Budget for FY 2025, there are 6,178 Active Shares and a total of 6,389 Company Shares (Inactive Shares are those shares currently not utilizing entitlement water). Each Active Share was equal to 2.035 AF of entitlement water from SAWCo, making the total active share entitlement 12,570 AF. SAWCo's water supply sources include surface water obtained from the San Antonio Canyon, water from the San Antonio Tunnel, and groundwater sources from the Chino Basin, Six Basins, and Cucamonga Basin.

Per SAWCo, the City has an entitlement of 8,897 AF based on Active Share entitlements (4,371 shares).

Upland has entitlement to 6,857 AFY of groundwater (3,369 shares) and 2,040 AFY entitlement for surface water (1,002 shares), so supply from this source is expected to remain consistent in the future. A description of the reliability of SAWCo's individual water supply sources is included in SAWCo's 2025 UWMP.
2025 Urban Water Management Plan — Public Draft PaQe65Qtof 1000

6.1 .5 San Antonio Creek Surface Water
SAWCo has rights for up to 13,864 AFY of surface water from the San Antonio Creek.

However, the actual volume received depends on minimum stream flowrates and can vary significantly based on rainfall.

The 20-year average supply from San Antonio Creek since 2006 is approximately 4,650 AF, with annual deliveries ranging from a low of 1,185 AF in 2018 to a high of 10,937 AF in 2023.

Given the significant hydrologic variability over this period, the average supply during years with near-average rainfall provides a more representative baseline for evaluating long-term conditions. In average-rainfall years—including 2006, 2008, 2010, and 2020—San Antonio Creek supplied approximately 6,900 AFY, which exceeds the 20-year average and indicates that dry years have outweighed wet years over the past two decades. The most recent five-year period included two wet years, two dry years, and one average year, and the corresponding creek volumes illustrate the strong dependence of surface water supplies on interannual hydrologic fluctuations.

Upland does not have surface water rights to this supply but obtains raw water from SAWCo for treatment at its San Antonio Canyon Water Treatment Plant (SACWTP). This is described in this section.

SAWCo has pre-1914 surface water rights to San Antonio Creek. Water is released from an outlet from Southern California Edison power generation facilities and conveyed to the "40/60 split". The 40/60 structure then physically divides the flow through a weir with 60 percent of flow diverted to SAWCo and 40 percent to the City of Pomona. This non-potable supply of SAWCo is conveyed to the Forebay before entering SAWCo's irrigation distribution system. When flows are too high or too turbid, San Antonio Creek runoff is released into or remains in San Antonio Creek where it is conveyed to low lying areas behind San Antonio Dam.

SAWCo historically has diverted the City's share of raw water to the City-owned SACWTP, located at the base of San Antonio Dam. The City often refers to this local treated surface supply as Canyon water. The City's entitlement to Canyon water is 4,250 AFY (2,088 shares), however, the yields average significantly lower quantities. The ten year average from 2016 to 2025 was 2,040 AFY. The greatest quantity available to the City during the last ten years was 4,037 AF in 2024 while the low of 849 AF was available in 2019. The ten-year average was used in Section 6.9 for projected normal supplies.

6.1 .5.1 Surface Water Recharge
Surface water recharge within the Six Basins occurs at several spreading facilities, including the San Antonio Spreading Grounds, Thompson Creek Spreading Grounds, Pomona Spreading Grounds, Three Valleys Municipal Water District's Miramar Basins, and the Live Oak Spreading Grounds. Groundwater elevations in monitoring wells indicate that the Six Basins exhibit greater water level fluctuations than the Chino Basin, reflecting the direct influence of surface water recharge derived primarily from precipitation.
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The San Antonio Spreading Grounds, owned by the Pomona Valley Protective Association (PVPA) and operated by the Western Municipal Water District—Eastern County Water Committee under an operating agreement, receive surface flows from San Antonio Creek.

Creek flows are conveyed through the San Antonio Dam to a diversion chamber downstream, where water is distributed to multiple recharge facilities on both the Los Angeles County and San Bernardino County sides of the spreading grounds. Recharge occurs through a system of berms and pits, including Berms 1 through 5 on the Los Angeles County side and Berms 1, 2, and 3 and Pits 3, 4, and 5 on the San Bernardino County side.

Downstream of the San Bernardino County spreading facilities, SAWCo is able to recharge excess surface water conveyed through its irrigation system via Reservoir 9. In addition, SACWTP backwash flows are conveyed to Reservoir 9 for recharge. These backwash flows are currently unmetered and are credited to SAWCo under its storage and recovery agreement within the Six Basins. San Antonio Spreading grounds have historically percolated between 3.0 and 3.5 feet per day.

6.2 Wastewater and Recycled Water

6.2.1 Wastewater Collection, Treatment, and Disposal Wastewater generated by the City is treated by IEUA. IEUA provides sewage utility services to seven contracting agencies including the cities of Chino, Chino Hills, Fontana, Montclair, Ontario, Upland, and Cucamonga Valley Water District. Wastewater is collected within the City's local sewer collection system. The City's local sewers tie into IEUA's regional trunk sewers, including 90 miles of regional sewage interceptors. The regional sewer lines deliver wastewater to one or more regional plants owned by IEUA for treatment. IEUA owns and operates five regional water recycling plants:
• Regional Water Recycling Plant No. 1 (RP-1) has a treatment capacity of 44 MGD. • RP-2 does not have any liquid treatment processes and does not produce any recycled water.
• RP-4 has a treatment capacity of 14 MGD.
• RP-5 has a treatment capacity of 16.3 MGD.
• Carbon Canyon Water Recycling Facility (CCWRF) has a treatment capacity of approximately 12 MGD.

Wastewater is treated through various processes including preliminary screening, grit removal, primary clarification, secondary treatment, tertiary treatment, dechlorinating, solids thickening, anaerobic digestion, and dewatering. With the exception of RP-2, the regional plants can produce tertiary-treated, Title 22-quality recycled water.

The locations of IEUA's regional plants are provided in Figure 6-2 below. The City's wastewater use in 2025 and end uses are provided below in Table 6-2 and Table 6-3. 2025 Urban Water Management Plan — Public Draft Page6511'tof 1000

Figure 6-2- Location of IEUA Regional Water Recycling Plants Sewer System 1j
()in land Empire Utilities Agency" " A.

IEUA Regional Plant MUNICIPALWATER
" `°ST" '
Q Lift Station
— Freeway
0 1
Sewer Gravity Mains
- Active Cx]
Sewer Pressurized Mains ®
— Active //
NRW Gravity Main / ( 4 r
—Active
RP_4_ Lift Station
NRW Pressurized Main fafiecRto
%II. —"----.10 ti L,
It
Active \
-SAWPA Brine Line Montclair hi 1
Lift Station
0 City Boundary I O ' I
Q IEUA Service Area Philadelphia 4 RP'1�
Lift Station
Wastewater Tributaries - � /'
CCWRF N.
_ v
RP-1
RP-4(San Bernardino Asi WRF C
-Interceptor) RP-5
RP-1 or CCWRF
RP-4 ) RP-2 4 1 •
RP 5 RP-2 Lift Preserve
Station ice;
RP-5(Preserve Lift N
Station)
_RP-5(RP-2 Lift W E
Station)
=IEBL S
0 2 4
Miles
2025 Urban Water Management Plan — Public Draft Page65112�of 1000

Table 6-2-Wastewater Collected Within Service Area in 2025 Wastewater Collection Recipient of Collected Wastewater Name of Volume of Name of
Wastewater Wastewater Wastewater Wastewater Is WWTP Located Collection Volume Metered Collected from Treatment Plant Within UWMP Agency or Estimated? UWMP Service (WWTP) and Place Area? Area 2025 ID Number
IEUA Carbon Canyon
City of Upland Estimated 5,235 WWRF, Place ID No 259184
Total Wastewater Received from 5,235
UWMP Service Area in 2025:

Note:The row above describes Carbon Canyon and RP-1 facilities. 2025 Urban Water Management Plan — Public Draft Page6514of 1000

Table 6-3-Wastewater Treatment and End Uses Within UWMP Service Area in 2025 2025 Outcomes of Treated Wastewater
Water Water Effluent
Recycled Recycled Discharge Required Delivered Within Outside of that is not Discharge to Another UWMP UWMP a for Entity for
Service Service Permitted Instream Additional Area Area Recycled Flow Treatment
Water Use
Does This 2025
Plant Treat Volume of Total
Wastewater Wastewater Wastewater 2025 Name of Treatment Plant Generated Received Volume Volume Volume Volume Volume Volume other Name and Place ID Outside the from of Water entity Number UWMP UWMP Treated
Service Service
Area? Area
IEUA Carbon Canyon
WWRF, Place ID Yes 5,235 5,235 647 0 4,588 0 0 N/A 259184
Total: 5,235 5,235 647 0 4,588 0 0 Note:The row above describes Carbon Canyon and RP-1 facilities. 2025 Urban Water Management Plan — Public Draft Page6511tof 1000

6.2.2 Recycled Water

6.2.2.1 Recycled Water System Background
Recycled water provided to Upland is produced by IEUA at its RP-4 located in the City of Rancho Cucamonga and RP-5 located in the City of Chino. The City currently provides 647 AFY for landscape irrigation, as presented in Table 6-4. Direct recycled water service for irrigation began in 2012 with delivery to the Upland Hills Country Club.

Consistent with the short-term phase of the Upland Recycled Water Master Plan, the City has retrofitted identified customer landscapes to accept recycled water at no cost to participating users. In addition to direct use, recycled water also contributes to indirect potable reuse within the City.

Because the City pumps groundwater from Chino Basin which is replenished partially with recycled water, and because the City's service area contributes wastewater flows to IEUA's recycled water system, the amount of indirect potable reuse associated with City pumping has been identified by IEUA.

IEUA allocates recycled water recharge credits to individual agencies in proportion to their respective annual wastewater flow generation.

IEUA's recycled water system is expected to continue expanding, allowing for increased recycled water supplies for both direct use and groundwater recharge, resulting in additional benefits to agencies throughout the IEUA service area.

6.2.2.2 Potential, Current, and Projected Recycled Water Use The City's allocation of recycled water was 647 acre-feet in 2025. As presented in Table 6-5, the 2020 UWMP anticipated that 703 AFY of recycled water would be utilized by 2025. Actual use in 2025 was less than, at 647 AFY.
2025 Urban Water Management Plan — Public Draft Page6511%of 1000

Table 6-4- Recycled Water Direct Beneficial Uses - Retail Name(s) of Facility /ies Producing (Treating) the Recycled IEUA Water:

Name of Supplier Operating the Recycled Water Distribution Upland System:

Potential
Potable Recycled
Use Type or Non- Additional 2025 2030 2035 2040 2045 2050 Water Potable Information Use
Volume
Landscape
irrigation Non Irrigation 647 570 580 590 590 590 590 (exc golf Potable
courses) _
Subtotal Non-Potable 647 570 580 590 590 590 590 Total 647 570 580 590 590 590 590 Table 6-5- 2020 UWMP RW Projection Compared to 2025 Actual - Retail Use Type 2020 Projection for 2025 Actual Use 2025
Landscape irrigation (exc golf courses) 703 647 Total: 703 647

6.2.2.3 Actions to Encourage and Optimize Future Recycled Water Use If cost-effective, the City will continue to expand direct recycled water use by promoting a reliable, drought-resilient supply and offering financial incentives. Recycled water is provided at a rate 10 percent lower than potable water, and the City has historically covered on-site retrofit costs to minimize customer out-of-pocket expenses. Recycled water rates are expected to remain below potable rates, and the City will continue to support customer conversions and public outreach on the benefits of recycled water use.

The City does not currently plan to expand the recycled water direct use program at this time.

6.3 Stormwater
Stormwater is currently being diverted by Upland and conveyed to recharge facilities when available. To increase groundwater recharge capability, improve groundwater quality, and provide stormwater flood protection, Upland expanded the Upland Recharge Basin in 2008. This is a spreading facility located in the upper northwest region of the Chino Basin which recharges stormwater from city streets and San Antonio Creek flows. Upland increased the storage capacity to 1,250 acre-feet.
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6.4 Desalinated Water Opportunities
Upland does not currently have a plan to use desalinated water as a supply source.

6.5 Exchanges — Dry Year Yield Program
The DYYP is a groundwater storage and recovery program where supplemental water is stored in the Chino Basin during surplus years and recovered in dry years in-lieu of imported water from MWD through IEUA. The DYYP allows maximum use of imported water supplies available during wet years and stored groundwater in the Chino Basin during dry years. The DYYP can store up to 100,000 AF with maximum replenishment of 25,000 AFY and maximum extraction of 33,000 AFY. At the end of FY2024/25, there was approximately 64,000 AF within the DYYP account. The agreement that authorized the DYYP will expire in 2028 and is not planned to be extended, so it is anticipated that MWD will recover all of its water stored under the DYYP Program by 2028.

The City authorized execution of an agreement with IEUA to participate in the DYYP in 2003.

Participation obligates the City to reduce its use of imported water compared to the previous year by a fixed amount, known as the "shift obligation." The City's shift obligation is 8,076 AFY.

During years when MWD calls for extraction, the City's WFA purchases are reduced by 8,076 AFY compared to the previous year. Since Jurupa Community Services District does not have an imported water connection, it has entered into an agreement with the City for meeting its shift obligation. Under this agreement, Jurupa Community Services District conveys groundwater to the City in an amount equal to its shift obligation.

DYYP funds were used for the construction of three groundwater wells (Wells 45, 46, and 47) and an ion-exchange facility located at John Galvin Park to treat water extracted from Well 44 and Well 52. When the City is required to extract MWD's stored water, MWD pays for the operation and maintenance costs, and the City pays MWD (through IEUA) the full-service water rate. The City can use the DYYP facilities to meet its normal water demands during other periods but is responsible for the cost of well operation and maintenance.

The program allows the City to be less reliant upon imported water supplies. The additional groundwater capacity allows the City to increase the percentage of groundwater supply used to meet peak demands.

6.6 Transfers
In addition to physical connections, Upland sells or conveys water on paper without the physical conveyance of the supply. These are called in-lieu agreements or paper exchanges. The Judgments or decrees for each groundwater basin allow for water supply transfers and exchanges if approved in advance by the Watermaster. Sales and/or exchanges with Monte Vista Water District, Fontana Water Company, Chino Basin Watermaster, and the City of Pomona have occurred. Upland has no plans for contractually committing to any future short term or long-term water transfers or exchanges.
2025 Urban Water Management Plan — Public Draft Page6511?3of 1000

6.6.1 Emergency Interconnections
Upland shares several interconnections with other water purveyors. These interconnections are used during planned system outages, emergency outages, and for exchanging supplies on an as-needed basis. In addition to physical connections,

6.7 Supply from Storage
Supply from storage refers to water that was previously stored and later recovered for use during the reporting year. This category applies only to water recovered from its storage accounts in the Chino Basin, which are part of the agency's overall Chino Basin groundwater supplies and are included in the groundwater supply description and projections.

To avoid double counting, only water that was placed into storage in a prior year and recovered during the reporting year is reported as supply from storage. If water is placed into storage and then recovered within the same reporting year, it is not reported as supply from storage because it would already be counted under its original source (for example, purchased or imported water).

Chino Basin storage mechanisms are described in Section 6.1.1.1.4.

6.8 Future Water Projects
The city does not have any planned projects to add to its existing water supply portfolio. The city will continue to monitor groundwater quality and will consider additional treatment as needed to meet water quality standards.

6.9 Historic Production and Future Water Supplies
Table 6-8 presents the water supply sources and quantities utilized by Upland in 2025.

Table 6-9 presents a summary of the supplies available to Upland in the future.

Groundwater quantities are based on City and WECWC entitlements to the three basins. The local surface entitlement is 4,250 AFY but the amount displayed in Table 6-9 is based on a lower ten-year average use of 2,040 AFY.

Purchased imported water quantities represent the entitlement to WFA supplies based on a rolling ten-year average amount of water purchased by Upland, currently averaging 4,481 AFY.

Purchased groundwater from SAWCo entitlement is based on shares held by Upland, currently at 4,515 shares.

Recycled water is provided by IEUA through a non-potable distribution system quantities reflect potential demands for direct use.
2025 Urban Water Management Plan — Public Draft Page65118of 1000

Table 6-6-2025 Water Supplies - Retail
2025 Volume
Water Supply Additional Description Potable or Actual Volume (as needed) Non-Potable
Groundwater (Non-Desalinated) Chino Basin Groundwater Potable 2,220 Groundwater (Non-Desalinated) Cucamonga Basin Groundwater Potable 2,386 Groundwater (Non-Desalinated) Six Basins Potable 3,589 Surface Water San Antonio Creek Potable 1,902 Purchase or Imported Water WFA Potable 2,783 Purchase or Imported Water SAWCo Potable 5,080 Recycled Water— Direct IEUA Non-Potable 647 Subtotal Potable 17,960
Subtotal Non-Potable 647
Total 18,607
2025 Urban Water Management Plan — Public Draft Page65gtof 1000

Table 6-7- Projected Water Supplies - Retail
Projected Water Supply
Additional Water
Supply Detail on Quality 2030 2035 2040 2045 2050 Water Supply
Groundwater
(not Chino Basin Potable 5,743 5,743 5,743 5,743 5,743 desalinated)
Groundwater
(not Six Basins Potable 4,1 22 4,122 4,122 4,122 4,122 desalinated)
Groundwater
(not Cucamonga Potable 683 683 683 683 683 desalinated) Basin
Surface water
(not SAWCo (SAC) Potable 2,040 2,040 2,040 2,040 2,040 desalinated)
Purchased or
Imported WFA Potable 4,481 4,481 4,481 4,481 4,481 Water
Purchased or
Imported SAWCO GW Potable 6,857 6,857 6,857 6,857 6,857 Water
Recycled Non-
IEUA 570 580 590 590 590
Water - Direct Potable
Subtotal Potable 23,926 23,926 23,926 23,926 23,926 Subtotal Non-Potable 570 580 590 590 590 Total: 24,496 24,506 24,516 24,516 24,516
2025 Urban Water Management Plan - Public Draft Page65 q of 1000

6. 10 Climate Change Effects
Climate change has the possibility of impacting the availability of planned water supplies, particularly during a drought period. Section 4.4 describes climate change considerations that may affect future demands and some supply sources.

Upland's projected use of imported water incorporates MWD's UWMP, which considers climate change to determine the future availability of imported water in dry, wet, and normal years.

While climate change is projected to decrease normal year imported water supplies in the future, the MWD UWMP affirms that sufficient imported water supplies are available to meet MWD member agency demands during normal years.

Climate change may impact future local precipitation which may lead to reduced natural recharge of local groundwater basins. Despite this, the Chino Basin is proactively managed to prevent pumpers from needing to reduce supplies. The Chino Basin Watermaster and pumpers participate in the OBMP and participate in and fund recharge efforts, including recycled water, which is resilient to climate change.

Upland has a flexible supply portfolio that includes groundwater, surface water imported water, and recycled water. This diverse water supply portfolio helps the City adapt to different climate change impacts.

6. 1 1 Energy Intensity
Upland has not obtained recent energy data since 2020. The following information was taken from Upland's 2020 UWMP.

The City obtained energy consumption data from Southern California Edison, the electricity supplier. As presented in Table 6-8, the total volume of water entering the process in 2020 was 18,930 acre-feet and energy consumed was 12,717,578 kWh. The energy intensity was 672 kWh per acre-foot and 219 kWh per million gallons.
2025 Urban Water Management Plan — Public Draft Paqe8,5n of 1000

Table 6-8 -Total Utility Approach for Single Water Delivery Products - Energy Reporting Water Delivery Retail Potable vniy ror Water Delivery Products Under the Urban drop
Produdown list ct
Deliveries Water Supplier's Operational Control
Start Date of 1/1/2020
Reporting Period
End Date of 12/31/2020
Reporting Period Sum of All Water
Management Non-Consequential Hydropower
Is upstream Processes
embedded energy No
in the values
reported?
Units of Measure AF Total Utility Hydropower Net Utility for Water
Volume of Water Entering Process 18,930 - 18,930 Energy Consumed (kWh) 12,717,578 - 12,717,578 Energy Intensity (kWh/vol. converted 2,062 - 2,062 to MG)
Quantity of Self-Generated Renewable Energy
0 Data Quality (Estimate, Metered Data, Combination of Estimates and Metered Data) Metered Data
Data Quality Narrative:

Energy data provided by SCE, February 2021
Narrative:

Energy consumed is for the conveyance, storage, distribution, and treatment of local surface and groundwater, and storage and distribution of imported water. 2025 Urban Water Management Plan — Public Draft Pacge8,5 of 1000

7 Water Service Reliability
This section describes water service reliability through 2050. As required by the UWMP Act, the assessment must compare total projected water supply and demands over the next 20 years in five-year increments under normal, single dry water years, and multiple dry water years. This section also includes the drought risk assessment (DRA), which provides a snapshot of the anticipated surplus or deficit if a drought were to occur in the next five years.

IN THIS SECTION
• Water Service Reliability
Assessment
• Drought Risk Assessment
2025 Urban Water Management Plan — Public Draft Pagq 512. of 1000

7. 1 Introduction
Water service reliability is determined based on the security of water supply and water infrastructure. Evaluating the water service reliability is critical for water management as it can help identify potential problems before these happen. Water managers can then take proactive steps to mitigate shortages by encouraging water use efficiency, securing new water supplies and/or investing in infrastructure.

7.2 Water Service Reliability Assessment
Upland's 2025 UWMP water service reliability assessment and DRA results indicate that no water shortages are anticipated within the next 25-years under normal, single dry water years, and multiple dry water years. The approach for the analysis and results are discussed in this section.

7.2.1 Service Reliability - Constraints on Water Sources Imported Water
The City's treated imported water supplies from MWD, through WFA, may be impacted during a multi-year drought or other conditions which limits MWD from delivering sufficient water supplies to all of its member agencies, and consequently to the City. Imported water from MWD has multiple constraints that are addressed separately in MWD's 2025 UMWP.

Groundwater Supplies
In general, average historical nitrate concentrations are lowest in City wells located nearest to sources of surface water spreading, such as at San Antonio Dam, along San Antonio Creek, or at the Cucamonga Spreading Grounds. Nitrate levels exceeding the maximum contaminant level (MCL) of 45 mg/L are limited to wells located in the southern area of the City. Average historical total dissolved solids (TDS) concentrations are below the secondary MCL of 500 mg/L in all City wells. Highest average TDS concentrations generally occur in wells with higher nitrate concentrations.

Groundwater quality problems in the Chino Basin require that the City blend water from some wells with other supplies. In the southwest area of the City, wells exceeding MCLs for nitrate and DBCP have to be blended. An ion exchange plant was developed to optimize the use of local supplies during extended drought periods. This facility was used for a short time and is now in standby mode due to improved water quality conditions elsewhere in Chino Basin along with the City's ability to blend groundwater sources.

In the southeastern part of the City, Well 9 has exceeded the MCL for tetrachloroethylene (PCE) and nitrate in the past. This well is downstream from the Sanitary Landfill, which operated from 1950 to 1979 as an unlined municipal solid waste disposal site. Currently Well 21A in Chino Basin is out of service due to 1,2,3-TCP and two wells out of service for 1,2,3-TCP in Six Basins. Water quality conditions described here have not limited the availability of supplies. 2025 Urban Water Management Plan — Public Draft Pagq 512.iof 1000

7.2.2 Service Reliability — Year Type Characterization In accordance with CWC Section 10635(a), every urban water supplier must provide their expected water service reliability for a normal year, single dry year, and five consecutive dry years for 2030, 2035, 2040, 2045, and optionally 2050.

DWR defines these years as:
• Normal Year: This condition represents a single year or an averaged range of years that most closely represents the average water supply available. • Single Dry Year: The single dry year is recommended to be the year that represents the lowest water supply available.
• Five-Consecutive Year Drought: The driest five-year historical sequence for the supplier, which may be the lowest average water supply available for five years in a row.

It is anticipated that future demands and supply will fluctuate from average conditions at the rate they did during historic dry conditions. To determine the percentage of demand fluctuation in dry periods, historic rainfall and production were assessed to determine average and dry years. The percentage differences in production for dry years compared to average are shown in Table 7-1.

Table 7-1- Water Supply Reliability Assessment- Retail
Year Type Base Year Volume Available % of Average Average Year 2012-2025 18,807 100%
Single-Dry Year 2014 22,195 1 18%
Consecutive Dry Years 1st 2012 22,605 120% Year
Consecutive Dry Years 2nd 2013 22,510 120%
Year
Consecutive Dry Years 3rd 2014 22,195 1 1 8% Year
Consecutive Dry Years 4th 2015 19,824 105% Year
Consecutive Dry Years 5th 2016 15,787 84% Year

7.2.3 Water Service Reliability — Supply and Demand Comparison Results of the water supply and demand analysis for normal, single dry, and five-year consecutive drought are shown in the following sections. Based on reliability analyses in MWD, IEUA, and WFA UWMPs, and Chino Basin rights and management practices described in Sections 6.1.1 and 7.2.4, Chino expects to meet demands under all water year scenarios and continues to promote conservation to ensure reliability throughout the future. 2025 Urban Water Management Plan — Public Draft Pagq 572of 1000

7.2.3.1 Water Service Reliability — Normal Year
As described previously, Upland's supply portfolio and demands for a normal year are shown in Table 7-2.

Table 7-2- Normal Year Supply and Demand Comparison - Retail 2030 2035 2040 2045 2050
Supply totals 23,926 23,926 23,926 23,926 23,926
Use totals 17,788 15,949 14,109 14,363 14,578
Surplus/Shortfall 6,138 7,977 9,817 9,563 9,348

7.2.3.2 Water Service Reliability — Single-Dry Year
Table 7-3 summarizes Upland's projected demands and supply over the next 25 years in five- year increments during single dry years. Dry year demands are expected to change from average demands by the percentage of average shown in Table 7-1 and are projected to be met by Upland's available supply.

Table 7-3-Single Dry Year Supply and Demand Comparison — Retail 2030 2035 2040 2045 2050
Supply totals 20,992 18,821 16,651 16,950 17,204 Use totals 20,992 18,821 16,651 16,950 17,204 Surplus/Shortfall 0 0 0 I 0 0

7.2.3.3 Water Service Reliability — Five Consecutive Dry Years Table 7-4 summarizes Upland's projected demands and supply over the next 25 years in five- year increments during five consecutive years of drought conditions. Dry year demands are expected to change from average demands by the percentages of average shown in Table 7-1 and are projected to be met by Upland's available supply. 2025 Urban Water Management Plan — Public Draft Pagq 524of 1000

Table 7-4- Five Consecutive Dry Years Supply and Demand Comparison - Retail 2030 2035 2040 2045 2050
Supply Totals: 21,380 19,169 16,958 17,263 17,522 First Year Use Totals: 21,380 19,169 16,958 17,263 17,522 Surplus/(shortfall) 0 0 0 0 0
Supply Totals: 21,290 19,089 16,887 17,191 17,449 Second Year Use Totals: 21,290 19,089 16,887 17,191 17,449 Surplus/(shortfall) 0 0 0 0 0
Supply Totals: 20,992 18,821 16,651 16,950 17,204 Third Year Use Totals: 20,992 18,821 16,651 16,950 17,204 Surplus/(shortfall) 0 0 0 0 0
Supply Totals: 18,750 16,811 14,872 15,139 15,367 Fourth Year Use Totals: 18,750 16,811 14,872 15,139 15,367 Surplus/(shortfall) 0 0 0 0 0
Supply Totals: 14,931 13,387 11,843 12,056 12,237 Fifth Year Use Totals: 14,931 13,387 11,843 12,056 12,237 Surplus/(shortfall) 0 0 0 0 0

7.2.4 Description of Management Tools and Options
The City can meet its customers' demands in all hydrologic year types through 2050. Water management tools and options to maximize local resources and minimize the need to import water from the Colorado River and Delta have been developed over the years. These highly reliable supplies reflect planning and forward thinking the City has undertaken to develop its diverse supply portfolio. Actions include participating in IEUA's recycled water program, managing its supply sources to ensure all sources are maintained and made available for the future at needed quantities, optimizing its conjunctive use operations, and demand management activities.

As noted in Section 6.1.1.1, the Chino Basin is managed by the Chino Basin Watermaster.

During the period of management under the Judgment, significant drought events have occurred. In each drought cycle, the Chino Basin has been managed to maintain water levels.

Therefore, based on historical and on-going management practices, the City will be able to rely 2025 Urban Water Management Plan - Public Draft Pagq 5. of 1000

on the Chino Basin for adequate supply over the next 25 years under single dry years and a five consecutive year drought periods.

While Upland does not anticipate any shortfall during drought periods, the City is committed to supporting the water reliability of the region overall. Some of the management tools and options available to Upland for increasing its water supply and reducing water demand have been described within other sections of this document. These tools and options include prioritizing maximizing the use of local water resources and minimizing the need for imported water due to the vulnerability of MWD imported water to climate change impacts such as changing precipitation patterns. Upland also has a robust water use efficiency program detailed in Section 9 that identifies the most effective water use efficiency measures and partnerships for implementation in the region. Additional tools available to the region include water agency interconnections and mutual aid agreements with other local agencies.

7.3 Drought Risk Assessment
CWC Section 10635 (b) requires a DRA. The DRA provides a quick snapshot of the anticipated surplus or deficit if a five-consecutive year drought were to occur in the next five years. The DRA can be modified or updated outside of the UWMP five-year plan cycle, so a description of the data, methodology, and basis for shortage conditions must be included in this 2025 UWMP.

The DRA evaluates each water supply's reliability and compares available water supplies and projected demands during a five-consecutive dry years scenario. This short-term analysis can help water suppliers foresee undesired risks, such as upcoming shortages, and provide time to evaluate and implement the necessary response actions needed to mitigate shortages in a less impactful manner to the community and environment.

7.3.1 Data, Methods, and Basis for Water Shortage Condition The DRA builds on the water service reliability analysis from Section 7.2, which incorporated assessment of historical consumption data by customer class, populated from billing records, and historical supply data by source from production reports. Based on this data, historical demand has never exceeded available supply. For this DRA analysis, normal year demand conditions and five consecutive year drought supply conditions were considered for 2026-2030.

As described previously, Chino does not anticipate any supply shortages within the next five years as shown in Table 7-5.
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Table 7-5- Five-Year Drought Risk Assessment- Retail
2026 Total
Total Water Use: 21,545
Total Supplies: 21,545
Surplus/Shortfall w/o WSCP Action 0
2027 Total
Total Water Use: 21,414
Total Supplies: 21,414
Surplus/Shortfall w/o WSCP Action 0
2028 Total
Total Water Use: 21,073
Total Supplies: 21,073
Surplus/Shortfall w/o WSCP Action 0
2029 Total
Total Water Use: 18,786
Total Supplies: 18,786
Surplus/Shortfall w/o WSCP Action 0
2030 Total
Total Water Use: 14,931
Total Supplies: 14,931
Surplus/Shortfall w/o WSCP Action 0
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8 Water Shortage Contingency Plan
The Water Shortage Contingency Plan (WSCP) is a detailed plan for how Upland intends to act in the case of an actual water shortage condition. This allows for management of a shortage with predictability and accountability.

IN THIS SECTION
• Overview of WSCP Components
• Water Supply Reliability Analysis
• Annual Water Supply and
Demand Assessment
• Six Standard Water Shortage
Levels
• Shortage Response Actions
• Communication Protocols
• Compliance, Enforcement, and
Legal Authorities
• Implementation
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8. 1 Introduction
The California Water Code (CWC) Section 10632 requires that every urban water supplier shall prepare and adopt a standalone Water Shortage Contingency Plan (WSCP) as part of its UWMP.

The WSCP is a strategic plan that Upland uses to prepare for and respond to foreseeable and unforeseeable water shortages. A water shortage occurs when the water supply available is insufficient to meet the normally expected customer water use at a given point in time. A shortage may occur due to a number of reasons, such as water supply quality changes, climate change, drought, regional power outage, and catastrophic events (e.g., earthquake).

Additionally, the State may declare a statewide drought emergency and mandate that water suppliers reduce demands, as occurred in 2014. The WSCP serves as the operating manual that Upland will use to prevent catastrophic service disruptions through proactive, rather than reactive, mitigation of water shortages.

The WSCP provides a process for an annual water supply and demand assessment and structured steps designed to respond to actual conditions. This level of detailed planning and preparation provides accountability and predictability and will help Upland maintain reliable supplies and reduce the impacts of any supply shortages and/or interruptions.

8.2 Overview of WSCP Components
The CWC establishes several prescriptive elements that must be included in a retail water supplier's WSCP. Each element and its location within the WSCP is described below.

Water Supply Reliability Analysis: Summarizes Upland's water supply analysis and reliability and identifies any key issues that may trigger a shortage condition.

Annual Water Supply and Demand Assessment Procedures: Describes the key data inputs, evaluation criteria, and methodology for assessing the system's reliability for the coming year and the steps to formally declare any water shortage levels and response actions.

Shortage Stages: Establishes water shortage levels to clearly identify and prepare for shortages.

Shortage Response Actions: Describes the response actions that may be implemented or considered for each stage to reduce gaps between supply and demand.

Communication Protocols: Describes communication protocols under each stage to ensure customers, the public, and government agencies are informed of shortage conditions and requirements.

Compliance and Enforcement: Defines compliance and enforcement actions available to administer demand reductions.

Legal Authorities: Lists the legal documents that grant Upland the authority to declare a water shortage and implement and enforce response actions.
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Financial Consequences of WSCP Activation: Describes the anticipated financial impact of implementing water shortage stages and identifies mitigation strategies to offset financial burdens.

Monitoring and Reporting: Summarizes the monitoring and reporting techniques to evaluate the effectiveness of shortage response actions and overall WSCP implementation. Results are used to determine if additional shortage response actions should be activated or if efforts are successful and response actions should be reduced.

WSCP Refinement Procedures: Describes the factors that may trigger updates to the WSCP and outlines how to complete an update.

Special Water Feature Distinctions: Identifies exemptions for decorative features aside from pools and spas.

Plan Adoption, Submittal, and Availability: Describes the process for the WSCP adoption, submittal, and availability after each revision.

The WSCP was prepared in conjunction with Upland's 2025 UWMP and is a standalone document that can be modified as needed. The document is compliant with the CWC Section 10632 and incorporates guidance from the Urban Water Management Plan Guidebook 2025 (Guidebook) (Department of Water Resources, 2025) .

8.3 Water Supply Reliability Analysis
Pursuant to CWC Section 10635, the City has conducted an analysis of its long-term water supply reliability which compares future water demands to best projections of supply availability under a range of hydrologic conditions. This analysis was most recently completed as a part of the City's 2025 UWMP, within its Water Service Reliability Assessment and Drought Risk Assessment (DRA). This section of the WSCP provides a concise summary of these assessments. The City recognizes that the WSCP is a stand-alone document that may be updated independently from the UWMP. In the event of updates to the supply and demand projections outside of the UWMP planning cycle, this section of the WSCP may be updated to reflect revisions to the Water Service Reliability Assessment and the DRA.

As documented in Section 7 of the City's UWMP, the City's water supplies are projected to be sufficient to meet planned demands under average and dry year conditions but may be constrained under extended drought or other supply disruption scenarios.

The groundwater supplies are highly reliable and pumping limitations can be exceeded temporarily if necessary. Four wells out of a total of 15 were shut down in 2025 due to water quality concerns. There has been no supply shortage due to these out of service wells. Local surface water availability is highly dependent on local precipitation and snow pack in the San Antonio Creek watershed. It is substantially less available in dry years but has surplus flows in above average years. The City does not have surface water rights to this supply but purchases raw water from SAWCo (of which it is a primary shareholder) for treatment at the City's San Antonio Canyon WTP.
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Imported water supplies (both treated and untreated) from Metropolitan Water District of Southern California (MWD) (through Inland Empire Utilities Agency (IEUA)) which is treated by Water Facilities Authority (WFA), may be impacted in the event MWD implements its Water Supply Allocation Plan (WSAP) due to a water supply shortage.

Threats to the City's supplies, except drought, have a low probability but if the threat affects more than one supply source, it could have a high impact. The issues that can lead to a shortage in one or more of the City's supplies include the following. • Drought and extreme droughts due to climate variability • Power outage
• Catastrophic event in the Delta such as an earthquake, dam failure, or levee failure • Natural disaster such as a local, regional, or statewide earthquake • Outage of key conveyance facilities such as the SWP's California Aqueduct, MWD's • Colorado River Aqueduct, or MWD's Southern California conveyance facilities • Regulatory restrictions such as water quality standards for emerging contaminants or environmental restrictions on Delta pumping
• Water quality contamination of local or regional supplies inadvertently or as intentional acts of sabotage
For many agencies, these supply disruptions can result in significant shortages to the availability of supplies. For Upland, outages can result in changes to City operations such as reprioritizing to increase available water supplies to meet system demand and increased outreach efforts to reduce customer demand for water.

In accordance with the City's DRA, and as documented in the 2025 UWMPs prepared by MWD and IEUA, WFA, and SAWCo, the City is capable of meeting its customers' water demand in all hydrologic year types through 2050, even with a potential increase in dry year demands.

Therefore, the City's supply portfolio is reliable under various conditions. The reliable supplies reflect not only regional projects and comprehensive water supply planning by MWD and IEUA, but also the forward thinking planning and efforts the City has undertaken to develop its recycled water system and conservation programs, thus greatly reducing reliance on imported supplies.

8.4 Annual Water Supply and Demand Assessment
Procedures

8.4.1 Annual Assessment
Urban water suppliers are required to submit an annual water supply and demand assessment report (Annual Assessment) to DWR, in compliance with Water Code Section 10632(a). This report, pursuant to CWC Section 10632(a)(2) is due each year by July 1st since 2022.

The City's Annual Assessment is a written decision-making process used to determine an anticipated shortage, triggered shortage response actions, compliance and enforcement 2025 Urban Water Management Plan — Public Draft Pagq V.31.of 1000

actions, and communication actions, as described here in this WSCP. The City may reevaluate the functionality of its WSCP process at any time between its submittals to DWR every five years and make appropriate adjustments if warranted.

Assessment Step 1: The DWR reporting tool is used for the Annual Assessment. It begins with a determination of the following factors.
• Current year unconstrained water demand
• Infrastructure constraints, if any
• Current year total available supplies anticipated
• Resulting anticipated shortages or surplus
Because the Annual Assessment must assume that the following year will be a dry year, the following factors are also anticipated.
• Next year unconstrained water demand
• Infrastructure constraints, if any
• Next year total available supplies anticipated
• Resulting anticipated shortages, if any
Assessment Step 2: Taking these factors into consideration, the next step is to decide on the applicability of one or more of the assessment scenarios that follow in the table. The assessment scenarios begin with "normal" conditions not meriting any shortage response actions followed by dry year scenario and multiple supply outage scenarios. • Assessment Scenario #1: Normal Year
• Assessment Scenario #2: Dry Water Year or Outage Impacting Local Surface Supply • Assessment Scenario #3: Catastrophic Interruption or Other Short Term Impact ( 6 mo) to any supply
For each of these assessment scenarios, hydrologic and regulatory conditions to monitor are provided. If an assessment scenario has been identified, evaluation criteria are provided to determine the potential extent of the supply shortage. When conditions no longer meet the evaluation criteria, the scenario may no longer be applicable. There may be other conditions to monitor and evaluation criteria to consider in addition to those listed above.

For each assessment scenario, service area water demands (before demand reduction activities, called unconstrained demands) are provided. The Operations Plan identifies the prioritization of supply, if needed, and the quantities likely to be available by applying the evaluation criteria. The supplies minus demand will determine if a WSCP supply shortage level is triggered.
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Shortage response actions can then be identified based on demand reduction activities.

Demand reduction activities refer to the WSCP actions based on the six levels of supply shortage (discussed next in this chapter) and detailed procedures. Supply augmentation activities refer to the Operations Plan listed in each table.

This approach to the annual assessment allows the City to identify hydrologic and regulatory conditions and evaluation criteria, along with the anticipated unconstrained demand and potentially available supplies, to be assessed under various dry year or outage scenarios. If an anticipated shortage is identified, which triggers the shortage response actions, compliance and enforcement actions, and communication actions associated with one of the six shortage levels discussed in the next section.

8.4.2 Declaration of Shortages
The City implements its water shortage program —which imposes prohibitions, regulations of water use, and penalties for violations of water use — during times of severe water shortages.

Water production figures are recorded daily by City staff; weekly and monthly reports are prepared and monitored. These data are available to be used to measure actual water savings resulting from the effectiveness of any water shortage stage that may be implemented. The Utilities Director (or their equivalent) will formally approve the Annual Assessment each year. If a water supply shortage is indicated in the Annual Assessment, the Public Works Director, or their representative, will make a formal presentation at a City Council meeting alerting the Council to the situation and declaring a water shortage. At that time, the Public Works Director, or their representative, will request implementation of specific shortage response actions that are appropriate for the situation. Coordination with the City of Upland, and the County of San Bernardino will occur if a proclamation of an emergency is necessary.

Regarding the imported water supply, as stages of water shortage are declared by MWD, the City will follow implementation of MWD stages and continue to monitor water use. It is not until MWD's Shortage Stage 5 that MWD may call for extraordinary conservation. During this stage, MWD's Drought Program Officer will coordinate public information activities with IEUA and monitor the effectiveness of ongoing conservation programs. Monthly reporting on estimated conservation water savings will be provided to IEUA.

8.5 Water Shortage Levels
On July 11, 2005, the City Council approved the City's Water Shortage Contingency Ordinance (Section 13.16 of the Upland Municipal Code), establishing permanent conservation measures and a water shortage contingency plan. The purpose of this ordinance was to provide for increasing stages of water shortages and to define voluntary and mandatory water conservation measures to be implemented during these stages. Key elements of the City's ordinance include the following.
• Penalties
• Year-round stage
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• Moderate shortage stage
• High shortage stage
• Severe shortage stage
• Implementation
The ordinance can be found in Appendix G The City's staged rationing plan is invoked during declared water shortages. Different specific restrictions are triggered at each stage.

To provide a consistent regional and statewide approach to conveying the relative severity of water supply shortage conditions, CWC 10632(a)(3) requires six water shortage levels corresponding to progressive ranges of up to 10, 20, 30, 40, 50, percent shortages and greater than 50 percent supply shortage. Table 8-1 presents the mandatory water shortage levels.

Table 8-1-Water Shortage Contingency Plan Levels
Shortage Percent
Shortage Response Actions
Level Shortage Range
1 Up to 10% Normal water supply conditions. Conservation encouraged year-round.
2 Up to 20% Operational changes to increase production of other supplies and invoke demand reduction actions
3 Up to 30% Operational changes to increase production of other supplies and invoke demand reduction actions
4 Up to 40% Operational changes to increase production of other supplies and increase demand reduction actions
5 Up to 50% Operational changes to increase production of other supplies and increase demand reduction actions
Operational changes to increase production of other
6 >50% supplies. Shortage at this level is most likely to occur following a catastrophic event; greater demand reduction measures will be increased
Because the City's four shortage levels do not correspond directly to these six State mandated levels, the Water Code authorizes suppliers to continue using its own shortage levels. To present the relationship of Uplands four shortage levels to the six standard shortage levels, a 2025 Urban Water Management Plan — Public Draft Pagq VET of 1000

crosswalk is provided in Figure 8-1. Water shortage response actions corresponding to the six shortage levels are described in the following sections.

Figure 8-1- City of Upland Crosswalk Comparison Stages
Ordinance Shortage Shortage 2020 WSCP 2020 Shortage Levels Conditions Level Range
Stage 1:Year-round tip to 10% 1 Up to 10% Stage ]:tvlrrrlerate 1—. U% 1011111 Up to?Ohs
3 Up to 30
Stage 3:High 35-50% 4 Up to 6
Up Lo 50%
Stage 1:Severe >5 6 6 SO%
Depending upon the degree of water supply shortage, the City would enact any of the supply shortage levels summarized in Table 8-1. This would trigger additional water use efficiency measures for City customers, over and above the permanent measures. These levels are summarized below.
• Level 1, up to a 10 percent shortage, always has permanent mandatory restrictions in effect and if not adhered to, represent waste and unreasonable use of water. These measures are designed to optimize water use efficiency even before a water supply shortage may be realized and to alter behavior under normal seasonal and annual fluctuations as well as when there is a shortage of up to 10 percent. All customers are required to adhere to these restrictions throughout the year. • Level 2, a minor water supply shortage, has mandatory restrictions enacted in times of a 10 to 20 percent supply shortage. This level is within ordinance Level 1 with its 15 to 30 percent supply shortage.
• Level 3, a moderate water supply shortage, has mandatory restrictions enacted in times of a 20 to 30 percent supply shortage. This level is within ordinance Level 1 with its 15 to 30 percent supply shortage.
• Level 4, an alert water supply shortage, has mandatory restrictions enacted in times of a 35 to 40 percent supply shortage. This level is within ordinance Level 2 with its 30 to 50 percent supply shortage.
2025 Urban Water Management Plan — Public Draft Pagq %3.tof 1000

• Level 5, a critical water supply shortage, has mandatory restrictions enacted in times of a 40 to 50 percent supply shortage. This level is within ordinance Level 2 with its 35 to 50 percent supply shortage.
• Level 6, a severe water supply shortage under emergency conditions, has mandatory restrictions enacted in times of a greater than 50 percent supply shortage. This level is within the ordinance Level 3 with its equal to or greater than 50 percent supply shortage.

8.6 Shortage Response Actions
The purpose of the mandatory Annual Assessment (Water Code Section 10632.1) is to evaluate conditions affecting supply availability and determine, if a shortage is apparent, what steps to take. Procedures for declaring a water shortage and the demand management measures required are discussed in Section 8.7, Communication Protocols. Specific actions to take to reduce demands or augment supplies is discussed here. Circumstances vary with each shortage and the decisions regarding the most appropriate actions to take would be made by the City Council. Actions described in this section are comprehensive and would be adapted to one of the six shortage levels to respond to the needs.

8.6.1 Demand Reduction
Shortage Level 1 — Permanent Mandatory Restrictions. Implementing the City's permanent restrictions has been highly effective in reducing average annual water demand over time as evidenced in the City's ability to continuously meet the targets from SB X7-7 as well as reduce excessive use of water during all types of water years. • Hosing or Washing Down Hard or Paved Surfaces. The washing of sidewalks, walkways, driveways, public and private parking areas and all other impervious hard surfaced areas by direct hosing when runoff water directly flows to a gutter or storm drain, except as may be necessary to properly dispose of flammable or other dangerous liquids or substances, wash away spills that present a trip and fall hazard, or to prevent or eliminate materials dangerous to the public health and safety. • Water Flow or Runoff. Excessive or unreasonable runoff of water or unreasonable spray of the areas being watered. Every customer is deemed to always have his or her water system under control, to know the manner and extent of this water use and any runoff, and to employ available alternatives to apply irrigation water in a reasonably efficient manner.
• Obligation to Fix Leaks, Breaks, or Malfunctions. Allowing, permitting or causing the escape of water through breaks or leaks within the customer's plumbing or private water distribution system for any substantial period within which such break or leak should reasonably have been discovered and corrected. It shall be presumed that a period of 72 hours after the customer discovers such a break or leak or receives notice from the city of a break or leak, is a reasonable time within which to correct such break or leak, or, at a minimum, to stop the flow of water from such break or leak. 2025 Urban Water Management Plan — Public Draft Pagq %3.8of 1000

• Limits on Watering Hours and Duration. Outdoor irrigation of landscape by sprinklers during the hours of 10:00 a.m. to 6:00 p.m. Citizens are encouraged to avoid the use of sprinklers on windy days. Irrigation by handheld hose, drip irrigation, hand-held bucket, or similar container or by use of a cleaning machine equipped to recycle any water used are permitted anytime. In no event shall any water so used be permitted to run off into adjacent property, streets, alleys or storm drains.
• Limits on Washing Vehicles. Washing of automobiles, trucks, trailers, boats, airplanes, and other types of equipment (mobile or otherwise) unless done with a hand-held bucket or hand-held hose equipped with a positive shutoff nozzle for quick rinses. The nozzle shall be removed when the hose is not in use to ensure the water supply is shutoff.

However, this section does not apply to the washing of the above-listed vehicles or mobile equipment when conducted on the immediate premises of a commercial carwash.
• Water Served Only Upon Request. All eating and drinking establishments of any kind including, but not limited to, any restaurant, hotel, café, cafeteria, bar or club, whether public or private, shall not provide drinking water to any person unless it is expressly requested.

Shortage Levels 2 through 6— Potential Shortage Response Actions. Table 8-2 lists the DWR categories of shortage response actions aligned to respond to specific defined shortage Levels 1 through 6. Levels 2 through 6 watering limitations increase as each shortage level increases. Unless a regional disaster, Level 6 may require extensive public outreach to ensure that water use is curtailed during the duration of the outage.

Because outdoor watering typically constitutes at least 60 percent of City residential demands, it is anticipated that total demands may be reduced by 50 percent under the Level 6 shortage watering restrictions alone, to meet potential supply reductions of greater than 50 percent.

Table 8-2- Demand Reduction Actions
Penalty,
Shortage Demand Reduction Shortage Additional Explanation or Charge, or Level Actions Reduction Reference Other
Enforcement?
Level 1 Permanent measures Yes
Level 2 Same as Level 1 plus further outreach/restrictions to achieve 20% savings Landscape - Limit up to Even or odd days depending Level 2 landscape irrigation to Yes
20% on address
specific days
Level 2 Other- Prohibit up to 2% Only on designated outdoor Yes vehicle washing water use days and between
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Penalty,
Shortage Demand Reduction Shortage Additional Explanation or Charge, or Level Actions Reduction Reference Other
Enforcement?
except at sundown and noon, with
facilities using hand held hose w shutoff
recycled or nozzle only
recirculating water
Other water feature or Pool filling only on
Level 2 swimming pool up to 5% designated outdoor water Yes restriction use days
Water Features -
Restrict water use for
Level 2 decorative water up to 5% Yes
features, such as
fountains
Landscape - Prohibit Irrigation of golf course
Level 2 certain types of up to 5% fairways prohibited unless Yes landscape irrigation using recycled water
Restrict use of fire hydrants
only for emergency and
Level 2 Other up to 1% health and safety activities Yes and use for land
development
Level 3 Same as Level 2 plus further outreach/restrictions to achieve 30% savings Level 4 Same as Level 3 plus further outreach/restrictions to achieve 40% savings Landscape - Limit Limited to Tuesday and
up to Saturday or Wednesday and
Level 4 landscape irrigation to Yes
25% Sunday depending on
specific days
address
Landscape - Limit
up to No irrigation between 6am
Level 4 landscape irrigation to Yes
25% and 1 hour before sundown
specific times
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Penalty,
Shortage Demand Reduction Shortage Additional Explanation or Charge, or Level Actions Reduction Reference Other
Enforcement?
Level 5 Same as Level 4 plus further outreach/restrictions to achieve 50% savings Level 6 Same as Level 5 plus further outreach/restrictions to achieve more than 50% savings
Landscape - Limit o Limited to 1 day only on
50/a or
Level 6 landscape irrigation to Saturday or Sunday Yes greater
specific days depending on address
Other- Prohibit
vehicle washing
except at o Washing vehicles and
Level 6 up to 5% Yes
facilities using equipment is prohibited
recycled or
recirculating water

8.6.2 Supply Augmentation
The City has several water supplies: local surface water, City and purchased groundwater, purchased imported water, and recycled water. Under the Operations Plan for each Annual Assessment scenario, these supplies are managed uniquely in response to the conditions underlying the cause of the shortage. The supply augmentation responses as the Operations Plan identified, have been integrated into the City's supply management planning for shortage conditions. The local surface water supply is utilized as much as possible when it is available.

The City, WECWC, and purchased SAWCo groundwater supplies provide potable supplies throughout the City and can be reduced or increased as needed. The imported surface water from WFA is a valuable supply, particularly during times of shortage of the local surface supply.

When one or more of these supplies is limited, additional water is obtained from the San Antonio Creek supply, pumping from other wells, or purchase of imported water. This is not necessarily triggered by a response to a shortage level but rather as an ongoing operational plan to manage the robust supplies most efficiently and cost effectively.

Although the increased use of an existing supply may be considered a redundant supply according to the guidebook because it is incorporated into the operational plan of the system, it is the logical action to address any shortage gaps that occur during dry conditions or outages.

There is no need to pursue acquiring emergency dry year supplies when the reliability of the current supplies have been proven through the years to be adequate to respond to a supply 2025 Urban Water Management Plan — Public Draft Page854'tof 1000

shortage, along with demand management actions. The District will respond to the water shortages defined in the Annual Assessment, which may result in the need for demand reduction activities or a change in the Operations Plan to optimize supplies.

8.6.3 Operational Charges
Operational changes that can be implemented to address water shortage levels that are identified in Table 8-1 for each of the Assessment Scenarios. These operational changes reflect a change in water supplies and volume needed to respond to the specific dry year or outage condition.

8.6.4 Additional Mandatory Restrictions
There are no additional mandatory restrictions as options to respond to water shortage levels besides those identified in Table 8-2 and elsewhere in this WSCP.

8.6.5 Emergency Response Plan
America's Water Infrastructure Act of 2018 Section 2013(b) requires community water systems serving populations greater than 3,300 to develop or update an Emergency Response Plan (ERP). The City is susceptible to potential situations that could result in catastrophic interruption of water supplies and services such as disasters, emergencies, crimes, and terrorist events.

The City contracted with San Bernardino County Fire Office of Emergency Services to prepare an Emergency Operations Plan for the City in late 201-9 2025.

Because of the City's reliance on groundwater, the most likely event triggering a catastrophic supply interruption is a regional power outage. Other catastrophic events include an earthquake in Southern California affecting the conveyance and treatment of supplies to WFA or the City's San Antonio Canyon WTP and an earthquake in the Delta affecting imported water supplies.

Upland may be vulnerable in parts of the City to flooding associated with the failure of San Antonio Dam. Human-made threats include contamination to the water system, structural damage from an explosive device, employee assaulted with a weapon, Supervisory Control and Data Acquisition System (SCADA) or IT system intrusion, water supply interruption, or a bomb threat. A catastrophic supply interruption that affects more than one of the City's water supplies can reduce water available for fire suppression and customer consumption.

The City's Emergency Operations Plan (EOP) provides a standardized response and recovery protocol to prevent, minimize, and mitigate injury and damage resulting from emergencies or disasters of human-made or natural origins. Operational concepts focus on potential large scale disasters that can generate unique situations. It is consistent with the requirements of the California Standardized Emergency Management System as defined in Government Code Section 8607 (a) and the National Incident Management System as defined by Presidential Executive Orders for managing response to multi-agency and multi-jurisdictional emergencies.

The City can deal with both planned and unplanned power outages. In the event of an unplanned power outage within the service area, water supply can be maintained by gravity 2025 Urban Water Management Plan — Public Draft Page85423of 1000

from the treated water reservoirs located throughout the distribution system. Mobile generators the City owns or can obtain quickly from neighboring agencies would be transported to key locations, such as wells to allow a supply to be maintained in the distribution system. Public outreach to reduce demands would occur immediately. A high level of public outreach and water use restrictions would occur with a regional outage, particularly one invoking a Level 6 supply shortage.

The EOP describes how Upland will respond to potential threats identified in the vulnerability assessment as well as additional emergency response situations. During an outage, various actions will need to be taken to continue water service, especially for key functions such as fire suppression. Various parts of the City's staged response plan - reflecting the six levels of shortages - can be invoked, as needed, during declared water shortages. The EOP identifies the City Manager as the Director of Emergency Services, defines the responsibilities of each department, identifies emergency management partners, the incident command system for command and logistics, alerting and notification procedures, and systems for providing public information. The City is preparing an update to its 2016 Local Hazard Mitigation Plan (LHMP), which allows public safety officials and city staff, elected officials, and members of the public to understand the threats from natural and human-caused hazards. The final LHMP is expected to be completed by late 2026. The draft 2026 LHMP is included as an attachment in Appendix H.

The City will upload the final LHMP to their website once adopted.

The Upland water system has interconnections with adjacent agencies that can be utilized if either entity is experiencing a severe shortage. Turnout valve connections are in place with SAWCo, Cucamonga Valley Water District, Monte Vista Water District, City of Ontario and Golden State Water Company. These valves also allow the City to serve water as an alternative emergency supply to other suppliers in time of need.

8.6.6 Seismic Risk Assessment and Mitigation Plan
The Water Code Section 10632.5 requires suppliers to assess seismic risk to water supplies as a part of their WSCP including a risk meditation plan. As discussed in Section 8.6.5, the City is expected to be able to respond to an unplanned power outage including one associated with a seismic event. The City sits on alluvial soils which can make facilities particularly vulnerable to ground shaking during a seismic event. Groundwater wells can be susceptible to earthquake related power outage as covered in Section 8.6.6; and also damage to the pumping facilities.

Wells are often repaired more easily and quickly compared with water treatment facilities and the network of large diameter pipelines.

Earthquakes that occur outside of San Bernardino County could have a significant impact on the City's imported water supply. Both the Colorado River Aqueduct and the State Water Project conveyance facilities could be disrupted. A seismic event near the Sacramento River-San Joaquin River Delta, could cause failure of levees and flooding of islands with salt water from San Francisco Bay which could disrupt water supplies for years. A high level of public outreach and water use restrictions would occur with a regional outage associated with a seismic event, 2025 Urban Water Management Plan — Public Draft Par85431.of 1000

particularly one invoking a Level 6 supply shortage. The City's Risk and Resilience Assessment was completed in 2025.

8.6.7 Shortage Response Action Effectiveness
The locally appropriate shortage response actions for demand management were quantified for effectiveness in Table 8-2, reflecting the shortage level required. This given suite of response actions can be expected to deliver the expected outcomes necessary to meet the requirements of a given shortage level. For example, for a supply shortage of 20 percent, public information outreach to encourage conservation would reflect the effort required to achieve the 20 percent reduction. A greater level of outreach would achieve a greater level of savings, although with diminishing results without financial impacts.

8.7 Communication Protocols
Communication protocols can differ between a supply shortage resulting from hydrological conditions and an emergency short term or long term outage. Table 8-3 summarizes the communication protocols associated with each of the six water shortage levels.

Shortage. A water supply shortage or threat of shortage exists when the City determines, in its sole discretion that it exists, due to drought, catastrophe, or other water supply condition. The City Council may declare a specific level of water supply shortage condition at a regular or special public meeting in accordance with State law.

Emergency. During an emergency, communications during the response will proceed along the chain of command identified in the City's ERP. The number of people notified will increase as the incident expands and decrease as the incident contracts toward its conclusion. The type and extent of the disaster will dictate the normal and/or alternative methods of communication that will be used. The possibility of a coordinated attack that targets multiple systems has been considered and it would be reasonable to assume that some methods of communication will either be unavailable or limited to certain areas. Communications with the public may include boil water orders, unsafe water alerts, or do not drink notices that would be coordinated with the San Bernardino County Health Department and the State Division of Drinking Water.

Table 8-3- Communication Protocols
Shortage
Communication Protocols and Procedures
Level
1 • Ongoing outreach efforts to promote ongoing efficiency programs 2025 Urban Water Management Plan — Public Draft Paqe854t of 1000

Shortage
Communication Protocols and Procedures
Level
• Initiate public information campaign to announce water supply conditions and needed actions from the public
2 Announce water supply shortage status to key stakeholders Increase conservation messages on City website and in standard outreach efforts
• Supplement Level 2 activities with additional tactics, as needed • Provide regular condition updates to stakeholders
3 • Continue promotion of ongoing water efficiency programs programs/tools
• Enhance promotion of ongoing water efficiency programs targeted advertising
• Update campaign and messages to raise awareness for more severe water saving actions and behaviors by the public
4 • Announce water supply shortage status to key stakeholders • Supplement Level 3 outreach with additional tactics, as needed • Conduct specialized outreach to reduce discretionary outdoor use while minimizing landscape damage
• Update campaign and messages to reflect extreme or emergency condition and likely need to focus water use on health/safety needs 5 • Announce water supply shortage status to key stakeholders • Supplement Level 4 outreach with additional tactics, as needed • Suspend promotion of long-term water efficiency programs to focus on imminent needs
• Formal and detailed communication protocols in the City's ERP are activated. This level requires a formal protocol with regional agencies to address the catastrophe or extreme supply shortage
• Update campaign and messages to reflect extreme or emergency 6 condition and likely need to focus water use on health/safety needs • Announce water supply shortage status to key stakeholders • Supplement Level 5 outreach with additional tactics, as needed • Suspend promotion of long-term water efficiency programs to focus on emergency needs
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8.8 Compliance and Enforcement
Any violation of the water shortage program restrictions, including wasting of water and excessive use, is an infraction or misdemeanor. The first violation will result in a fine to not exceed $100. The second and third violation fines will not exceed $200 and $1,000, respectively. In addition to fines, the violator may be ordered to reimburse the City for all necessary costs incurred by the City pertaining to the violation.

The Water Utility Director, or equivalent position, is empowered to enact other penalties and restrictive measures including remedies that the City may have for enforcement such as discontinuing service of water or appropriately limiting service to any customer who willfully uses water in violation of any provision of the plan. A flow restricting device may be placed upon the water service, lock off a water meter, remove a water meter, and shut off the service line valve.

8.9 Legal Authorities
The City Council approved the Water Shortage Contingency Ordinance on July 11, 2005. It established permanent conservation measures and a water shortage contingency plan. The authority to implement this ordinance is granted of the City Council, City Manager, Water Utility Director or equivalent position, and others as codified in Upland Municipal Code Section 13.16.

The City Manager shall request the City Council to declare that demand for water is anticipated to be more than supply, immediately after it appears that such a situation exists or is threatened, if the City Council is in session. If the council is not in session, the City Manager shall immediately make a request for a special meeting of the City Council to be delivered to each council person who can be located.

The City Council has the power to declare a water shortage emergency in accordance with Water Code Chapter 3 (commencing with Section 350) of Division 1 regarding water shortage emergencies. It also has the power to implement the applicable provisions of the City's shortage ordinance when in its opinion the demand for water consumption exceeds the City's available supply (allowing for a safe reserve), or threatens to do so, provided there are no immediate resources available to remedy the situation. Such declaration shall be made by public announcement and shall be published in a newspaper of general circulation and shall become effective immediately upon such publication.

The City shall coordinate with any city or county within which it provides water supply services for the possible proclamation of a local emergency under California Government Code, California Emergency Services Act (Article 2, Section 8558). The relevant agencies (i.e., City of Upland, County of San Bernardino) are provided in Section 10.

8. 10 Financial Consequences
During a catastrophic interruption of water supplies or prolonged drought or water shortage of any kind the City will experience a short-term, temporary reduction in revenue due to reduced water sales. Expenditures may increase as damage to the water system requires emergency 2025 Urban Water Management Plan — Public Draft Par8546yof 1000

repairs or if additional water must be purchased at a higher rate. The total cost of purchasing MWD water from WFA would decrease if the availability of that source of supply were curtailed.

Expenditures may also go down as less water is pumped through the system so power costs are lower. The amount of the decrease in revenues would be indirectly related to the demand reduction actions required under each of the six shortage levels.

The City receives water revenue from a service charge and a commodity charge based on consumption. The service charge recovers costs associated with providing water to the serviced property, which does not vary with consumption. The commodity charge is based on water usage. Rates have been designed to recover the full cost of water service in the service and commodity charges. There are significant fixed costs associated with maintaining a minimal level of service.

The costs of discouraging excessive water use during a drought emergency would be shared with IEUA as the regional water use efficiency outreach provider and the City as the enforcer.

Those costs associated with excessive use during an emergency are not anticipated to be significantly greater than messaging provided during a drought/emergency for overall demand management actions nor would it require additional City staff to enforce as existing personnel can be utilized.

Should an extreme shortage be declared and a large reduction in water sales occur for an extended period, the City would monitor projected revenues and expenditures. Mitigation actions needed to address potential revenue losses and/or expenditure impacts include the ability to lease available water supplies to local water agencies. It may also utilize financial reserves. If necessary, the City will reduce expenditure by delaying implementation of its Capital Improvement Program and equipment purchases, implement a drought surcharge, and/or reexamine its water rate structure, actions which would depend on the severity of the shortage.

8. 1 1 Monitoring and Reporting
Water use must be monitored frequently during emergency water shortages to enable the City to effectively manage the balance between supply and demand. All individual accounts in the City are metered, and overall water production and the status of the City's supply is continuously monitored through City facilities and its SCADA system. Water production figures are recorded daily; weekly and monthly reports are prepared and monitored. These data are available to identify an increase in production that may reflect a dry year and measure annual water savings resulting from the effectiveness of any water shortage contingency level that may be implemented.

As done in the past, the City follows MWD's WSAP guidelines once an extreme shortage is declared. This allocation plan is enforced by MWD using rate surcharges. IEUA/WFA follows the guidelines of the allocation plan and imposes the surcharge that MWD applies to its member agencies that exceed their water allocation. This results in higher costs to the City if its purchases exceed its allocation.
2025 Urban Water Management Plan — Public Draft Page854Rof 1000

As stages of water shortage are declared by IEUA or MWD, the City follows implementation of those stages and continues to monitor water demand levels. It is not until MWD's Shortage Stage 5 that MWD may call for extraordinary conservation. During this stage, MWD's Drought Program Officer will coordinate public information activities with IEUA and monitor the effectiveness of ongoing conservation programs. Monthly reporting on estimated conservation water savings will be provided to IEUA. The City will participate in member agency meetings with IEUA to monitor and discuss water allocations. This will enable the City to be aware of imported water use on a timely basis because of specific actions taken in response to MWD's WSCP.

As done in the past, the City will follow the WSAP guidelines of MWD once an extreme shortage is declared. This allocation plan is enforced by MWD using rate surcharges. IEUA follows the guidelines of the allocation plan and imposes the surcharge that MWD applies to its member agencies that exceed their water allocation. This results in higher costs to the City if its purchases exceed its allocation.

8. 12 Refinement Procedures
The City is required to submit the Annual Assessment to DWR by July 1 of each year. The annual report will be based on the assessment of demands on the system in conjunction with supply availability as outlined above. The City may at this time each year reevaluate the functionality of its WSCP process and make appropriate adjustments if warranted. At a minimum, the WSCP will be reviewed at least every five years as a part of the UWMP update.

8. 13 Special Water Feature Distribution
The City's WSCP defines "decorative water features" as water features which are artificially supplied with water, including ponds, lakes, waterfalls, and fountains, but excluding pools and spas. In general, there are additional health and safety considerations in the water supplied to pools and spas compared to decorative water features. As a result, the City's WSCP has reviewed the response actions, enforcement actions, and monitoring and reporting programs separately for decorative water features and for pools and spas, as applicable.

As described in Section 8.6, under a Stage 2 Water Supply Shortage Level, water may only be use to fill or maintain levels in pools on designated outdoor water use days.

8. 14 Plan Adoption, Submittal, and Availability
This WSCP was adopted by the City Council July 27, 2026 and submitted to DWR in July 2026.

It is available to the public through the City website. It is a living document that is meant to be updated, as needed, between the required five-year update. If the WSCP is amended, a copy will be provided to DWR within 30 days of adoption.
2025 Urban Water Management Plan — Public Draft Page8548of 1000

9 Demand Management Measures
This section describes Upland's efforts to promote water use efficiency, reduce demand on the water supply, and prepare for future requirements through implementation of Demand Management Measures (DMMs).

IN THIS SECTION
• Existing Demand Management
• Reporting Implementation
• Water Use Objectives
2025 Urban Water Management Plan — Public Draft Pagq *9 of 1000

9. 1 Introduction
This section outlines the DMMs Upland has implemented over the past five years, current initiatives, and future plans to meet State efficiency standards from DWR. The City coordinates and partners with IEUA, Chino Basin Water Conservation District (CBWCD), and MWD's regional rebate program, the SoCal Water$mart Program. Upland recognizes water use efficiency as an integral component of its current and future water strategy and strives to offer numerous incentives and educational opportunities.

The City is also a member of the Water Education/Water Awareness Committee (WEWAC) whose mission is to promote efficient water use and increase public awareness of the importance of water in Southern California. WEWAC offers grants for teachers who complete water conservation related projects, a scholarship contest for high school students and a media contest open to multiple grade levels.

9.2 Existing Demand Management Measures
The City has been proactive in developing water use efficiency programs that conserve existing water resources to ensure adequate water supplies will be available for sustainable future growth. CWC dictates that the DMM's in Table 9-1 are addressed in this chapter.

Table 9-1- Demand Management Measures
Measure
1 Water Waste Prevention Ordinances
2 Metering
3 Conservation Pricing
4 Public Education and Outreach
5 Programs to Assess and Manage Distribution System Real Loss 6 Water Conservation Program Coordination and Staffing Support 7 Other Demand Management Measures

9.2.1 Water Waste Prevention Ordinances
The water waste prevention ordinance (Ordinance 1786) is provided in Appendix Gand discussed in Chapter 8.
2025 Urban Water Management Plan — Public Draft Pagq %5.4of 1000

9.2.2 Metering
The City requires meters for all customers. The City will continue to require metering of all connections.

9.2.3 Conservation Pricing
The City's water rates meet the California Water Efficiency Partnership's definition of "conservation pricing" that includes "rates designed to recover the cost of providing service." The City bills bi-monthly and the rate structure includes a fixed charge and a volumetric rate.

For single family residential accounts the volumetric portion is split into three tiers, with higher rates per unit of water as the level of consumption increases. The Upland City Council adopted Resolution 6887, which set new water rates effective July 1, 2026. The Upland City Council conducted a Public Hearing on Monday, June 8, 2026, adopting the new water rate adjustments.

9.2.4 Public Education and Outreach
Through IEUA's Regional Water Use Efficiency ' 4°Y."4 =�,,, � ',n Program, member agencies, including the City, are 1 / , , encouraged to adopt approaches and technologies ro84�' 0,4 ,vr , ..` k', �f 1 Y
to encourage customers to increase water ResiAlerdal, - . . efficiency. Landscape Transformation F,
IEUA provides water use efficiency programs, water Abm Program •
saving tips, and rebates to retail consumers. Water .d. .Mb�.r. . F. .r. use efficiency programs include free landscape ttr.,t"-." --try. design training, consultations, and design
' *tim eMwa�.�a �au�„..o rau<w
renderings; irrigation auditing; pressure regulation EIiglbillry a. ;o�M.mt.7K,,,�,T, a.i..i.d i.506 q.re M.ad wA.mw.aw•In.i.i, The uea of agelcmeeerieh iarecunmended. valve installation, repair, and maintenance, a large •: ., 'na n ed wvh @ di° ti ,u .Arna9rtnm.,ana.e.m...Un,dzso�wre mnan,e nq�*:nx�on,4eni,��a,,.9.r, «. landscape controller rebate program, residential " - � '.row . °w; •TM1re.aMmedanap,Acacn pn kmee•yn. aaaai ltrerre wiring.. re,
eral
rernsnes
small site controller retrofit program, and residential :"'a'7-1°'4"°°"---''°` • landscape tune-up program. IEUA also offers a Rn, mun da5v.w.•f..w..ei.a^^Wb MO
residential automatic water softener rebate. IEUA ,rd = also hosts and sponsors a wide range of community gym,,,. events including Earth Day Celebration, compost
giveaways, Days at the LA Fair, and a Landscape Water Conservation Fair. IEUA community outreach and education programs include Discover the Environment and Water (DEW) Field Trip Program, Water Scout Badge Program, Water is Life Poster Art Contest, Water Engineering 4 Good (WE4G)- an online STEAM competition hosted by MWD for middle and high school students, National Theatre for Children (NTC), a behavior-driven, multiplatform, in- school water education curriculum for students and teachers in grade levels K-6.

Many education and public outreach programs adapted to online alternatives during FY 2020/21 and 2021/22 due to COVID-19. During that time IEUA developed multiple virtual alternatives 2025 Urban Water Management Plan — Public Draft Pagq .13of 1000

including Wally's Water Conservation Camp, a 20-day, digital at-home activity guide, a series of At-Home Activities taken from the Water Discovery Field Trip, Program, Owlie's Virtual Adventures - a series of free, online resources, and a Virtual Earth Week. A summary of total IEUA program participation, not limited to the City, is provided in Table 9-2.

Table 9-2- IEUA Public Education and Outreach Programs
Program 2021 2022 2023 2024 2025 Water-saving technologies/ Owlie's Virtual 4,595 11,221 19,360 15,250 services Adventures
Discover the Environment and Owlie's Virtual Owlie's Virtual 1,946 2,350 2,086 Water (DEW) Field Trip Adventures Adventures
Water Scout Badge Program _ 51 60
Annual Earth Day —Student Day
(includes K-5 students, Virtual due to Virtual due to 700 1,107 1 100 chaperones, and educators) COVID-19 COVID-19 ' Annual Earth Day (includes
community members, scout Virtual due to Virtual due to 1000 964 860 troops, and after-school COVID-19 COVID-19
program participants)
5,000 page 8,100 page views
Virtual Earth Week views / 500
students /450 students
Owlie's Virtual Adventures 1,000 students 1,500 students Water is Life Annual Poster
Contest entries 800 522
Water Engineering 4 Good Chino Hills, Colony Chino Hills Vina (WE4G) (previously Solar Cup) Chino Hills High High School, High School, Danks School Upland High Upland High Middle
participants School School I School
National Theatre for Children (NTC)
School assembly performances 16virtual 14 live stream 69 71 59 performances
Schools 38 52 37 37 36
Students 18,051 20,527 14,893 14,373 10,690 Teachers 823 567 577 542
Source: (Inland Empire Utilities Agency, 2025)
Note: IEUA Programs are not limited to the City of Upland. The data reported here are inclusive of all IEUA programs for this period.

9.2.5 Programs to Assess and Manage Distribution System Real Losses The City monitors distribution system water loss by preparing an annual American Water Works Association (AWWA) Water Audit to estimate real and apparent losses. The City maintains an emergency response program that aggressively repairs main breaks, hydrant leaks or breaks, and meter leaks. A team is available to promptly repair breaks and restore water service. The 2025 Urban Water Management Plan — Public Draft Pagqqof 1000

City offers the public information on how to identify a mainline leak as well as phone numbers and online work requests in the event they suspect a distribution system leak.

9.2.6 Water Conservation Program Coordination and Staffing Support
The City has a Management Analyst dedicated to Water Conservation who handles a variety of tasks related to water use efficiency and community information. City staff work closely with IEUA's water use efficiency staff to develop and implement City and regional programs.

9.2.7 Other Demand Management Measures
The City offers numerous residential and CII rebate programs and provides supplemental funding to offset the cost to customers. As a member agency of IEUA, the City also takes advantage of regional programs offered through the wholesaler.

9.3 Reporting Implementation

9.3.1 Implementation over the Past Five Years
In addition to IEUA programming, the City participates in programs offered by the CBWCD and MWD's SoCal Water$mart Program, a regional rebate program available to residential and commercial customers. There are rebates available for indoor plumbing including high-efficiency clothes washers and toilets. Rebates are also available for outdoor plumbing, including those for weather-based irrigation controllers, rotating sprinkler nozzles, and replacement of irrigated lawn with drought tolerant plants or other approved landscape options. The nature and extent of the DMM program participation over the last five years is quantified in Table 9-3.

Table 9-3- City of Upland Program Participation FY 21-25 SoCal Water$mart Residential 2021 2022 2023 2024 2025 Total Rebates
High Efficiency Toilets (HET) 5 5 8 166 9 193 High Efficiency Clothes Washers 49 62 45 84 30 270 Rotating Nozzles for Pop-up Spray 114 47 150 20 331 Heads
Weather based Irrigation Controllers 74 38 29 44 29 214 Irrigation Controller + Add on 2 2
Hose Bib Controller 2 2
Turf Replacement (sq. ft.) 28,641 23,980 127,494 74,463 26,663 281,241 Rain Barrels 6 2 4 6 3 21 Cisterns 1 1
Flow Monitor Device on Utility Meter 1 8 4 13 Flow Monitor Device on Customer 1 4 1 6 Property
Low-flow Showerheads 4 1 20 105 229
2025 Urban Water Management Plan — Public Draft Pagq . of 1000

Faucet Aerators 6 60 58 1 24
IEUA Locally Implemented Residential 2021 2022 2023 2024 2025 Total Programs
Landscape Tune-Up Program 81 127 62 86 158 514 Nozzles 505 617 1,363 2,485
Residential Landscape Retrofit Program 59 45 104 WBIC 79 65 144
Nozzles 128 12 140
Large Landscape Retrofit Program 22 24 41 87 WBIC 32 35 56 123
Nozzles 78 2 80
Small Site Controller Upgrade Program 49 40 59 148 WBIC 60 48 74 182
Res. Education, Survey, and Controller 45 79 1 24 Upgrade Program
WBIC 54 95 149
Residential Pressure Regulation 29 43 28 27 7 1 34 Program
SoCal Water$mart Commercial 2021 2022 2023 2024 2025 Total Rebates
Irrigation Controller + Add on 6 6
Weather Based Irrigation Controllers 4 21 25 (WBIC) for Large Landscapes
Stations 585 585
Rotating Nozzles for Pop-up Spray 77 110 105 40 332 Heads
Turf Replacement 24,921 14,000 12,629 15,073 4,950 71,573 Additional Water Use Efficiency 2021 2022 2023 2024 2025 Total Programming
CBWCD Landscape Evaluation Audit 31 14 7 15 67 Program
Source: (Inland Empire Utilities Agency, 2025)

9.3.2 Implementation to Achieve Water Use Targets
Upland met its SBX7-7 2020 target. Most recently, in 2025, the water use was 196 GPCD, which is well below the 2020 target of 220 GPCD.

Water use efficiency standards from the CWOL Regulation supersede SBX7-7 standards. Water agencies, including the City, have been reporting on compliance since 2024. Under the adopted regulations, beginning in 2027, all retail water suppliers must keep their actual water use at or below a State-mandated UWUO. The City of Upland is expected to face one of the steeper reduction requirements and was estimated to exceed its UWUO by 11% in FY 2024-25. This gap is projected to grow to 30% or more by 2040. Achieving the next level of water savings will depend on increased incentives, stronger customer support services, and expanded outreach 2025 Urban Water Management Plan — Public Draft Pagq %5.,t of 1000

and education—each requiring substantial and sustained investment. To meet the UWO the City plans to take on a wide range of new responsibilities potentially including, but not limited to:
• Identifying customers with inefficient use through data analysis tools like WaterView • Expanding residential water efficiency programs, with a focus on irrigation tune-ups • Measuring commercial landscape areas and identifying special landscape areas (SLAs) • Providing targeted services to large irrigation accounts, including scheduling and system optimization
• Increasing incentives as well as support and education for turf removal and landscape transformation
• Categorizing and analyzing CII account use
• Documenting all planning, implementation, and outcomes in detailed annual reports to the State
In addition to meeting the UWUO, the City must implement extensive CII performance measures and expand annual reporting to the State.
2025 Urban Water Management Plan — Public Draft Pagq .5,of 1000

1 0
Plan Adoption, Submittal, and
Implementation
This section describes the completed steps taken to make the UWMP publicly available as well as adopt and submit the UWMP in accordance with the CWC.

IN THIS SECTION
• Completed Steps for UWMP and
WSCP
2025 Urban Water Management Plan — Public Draft Page1 .0 of 1000

10. 1 Completed Steps for UWMP and WSCP
Upland coordinated the preparation of the 2025 UWMP with agencies as discussed in Section

2.3. Upland notified these agencies, as well as the cities and county within which Upland provides water supplies, at least sixty (60) days prior to the public hearing of the preparation of the 2025 UWMP and WSCP and invited them to participate in the development of the UWMP and WSCP. A copy of the notification letters sent to these agencies is provided in Appendix E.

The UWMP and WSCP were made available for public review in July 2026 and a public hearing was held on July 27, 2026 to receive public input on the draft documents.

The City of Upland City Council adopted the 2025 UWMP and the WSCP at a public meeting on July 27, 2026. The resolution of adoption is included as Appendix D.

This UWMP and WSCP were submitted to DWR through the WUEdata portal in July 30, 2026.

This UWMP and WSCP are available to the public on the Upland website.

If Upland identifies the need to amend this UWMP or WSCP, it will follow the same procedures used previously for notification to cities, counties, and the public and for initial adoption.

10.2 Plan Submittal
Upland's City Council adopted the 2025 UWMP on July 27, 2026 and within 30 days, Upland submitted the adopted 2025 UWMP (including the WSCP) to DWR. The 2025 UWMP and WSCP were submitted through DWR's "Water Use Efficiency (WUE) Data Portal" website.

DWR developed a checklist which was used by Upland to assist DWR with its determination that Upland's 2025 UWMP has addressed the requirements of the CWC. Upland has completed the DWR checklist by indicating where the required CWC elements can be found within Upland's 2025 UWMP (see Appendix B).

Within 30 days of adoption of the 2025 UWMP, including the WSCP, Upland submitted copies of the adopted UWMP to the San Bernardino County Assessor-Recorder/Clerk's Office, and California State Library in accordance with California Water Code requirements.

10.3 Public Availability
Within 30 days after submittal of the 2025 UWMP to DWR, Upland made the 2025 UWMP (including the WSCP) available at Upland's Public Works office during normal business hours and on Upland's website.

10.4 Amending an Adopted UWMP or WSCP
If Upland amends the adopted 2025 UWMP (and/or the WSCP), the amended UWMP or WSCP will undergo adoption by Upland's City Council. Within 30 days of adoption, the amended UWMP will then be submitted to DWR, the State of California Library, and the County of San Bernardino's Assessor- Recorder/ Clerk's office.
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City of Upland
References
California Department of Water Resources. (2021). Methodologies for Calculating Baseline and Compliance Urban Per Capita Water.

California Department of Water Resources. (2025). Urban Water Management Plan Guidebook.

Department of Water Resources. (2025). Urban Water Management Plan Guidebook.

Governments, S. C. (2024). Connect SoCal Regional Transportation Plan (RTP). Southern California Association of Governments.

Inland Empire Utilities Agency. (2025). Annual Reports. Chino Hills, CA: Inland Empire Utilities Agency. Retrieved from https://www.ieua.org/read-our-reports/annual-reports/ Inland Empire Utilities Agency. (2025). Regional Water Use Efficiency Programs Report. Chino Hills, CA: Inland Empire Utilities Agency. Retrieved from https://www.ieua.org/read-our- reports/water-use-efficiency-reports/
Southern California Association of Governments. (2021).

Southern California Water Company. (1998). Southern California Water Company vs City of La Verne et al. Santa Barbara.

State of California Department of Water Resources. (2021). Methodologies for Calculating Baseline and Compliance Urban Per Capita Water Use.
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City of Upland DWR Tables
Appendix A DWR Tables
2025 Urban Water Management Plan — Public Draft Page 5pkof 1000

Submittal Table 2-1 Retail: Public Water Systems
Public Water System Public Water System Number of Municipal Volume of Water Number Name Connections 2025 Supplied 2025 (AF)
Add additional rows as needed
CA3610050 City of Upland 20,132 17,960
•
•
Total 20,132 17,960
DWR NOTES:

Units of measure (AF, CCF, MG) must remain consistent throughout the UWMP as reported in Submittal Table 2-3.This table identifies the unit of measure selected in Submittal Table 2-3.

NOTES:

Page 560 of 1000 ends

Upland City CouncilJuly 27, 2026

Upland City Council
July 27, 2026