Agenda — Stanton City Council, October 14, 2025 (part 1 of 13)

TO THE MEMBERS OF THE CITY COUNCIL / SUCCESSOR AGENCY / HOUSING AUTHORITY FOR THE CITY OF STANTON AND TO THE CITY CLERK / SECRETARY:

NOTICE IS HEREBY GIVEN that a Special Meeting of the City Council / Successor Agency / Housing Authority for the City of Stanton is hereby called by the Mayor / Chairman, to be held on October 14, 2025, commencing at 5:30 p.m. at 7800 Katella Avenue, Stanton, CA 90680 (Council Chambers).

The Agenda for the Special Meeting is attached to this Notice and Call.

Dated: October 9, 2025
s/ Patricia A. Vazquez, City Clerk / Secretary

IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT, IF YOU NEED SPECIAL ASSISTANCE TO PARTICIPATE IN THIS MEETING, PLEASE CONTACT THE OFFICE OF THE CITY CLERK AT (714) 890-4245.

NOTIFICATION PRIOR TO THE MEETING WILL ENABLE THE CITY TO MAKE REASONABLE ARRANGEMENTS TO ENSURE ACCESSIBILITY TO THIS MEETING.

PUBLIC ACCESS IN-PERSON AND VIA TELECONFERENCE
(Electronically / Telephonically)
Attendance by the members of the public may view the meeting live in one of the following ways:
• Attend in person - City Council Chambers: 7800 Katella Avenue, California 90680. • Via Teleconference (electronically / telephonically) - Zoom:

In order to join the meeting via telephone please follow the steps below:

1. Dial the following phone number +1 (669) 444-9171 (US).

2. Dial in the following Meeting ID: 830 0540 2895) to be connected to the meeting.

In order to join the meeting via electronic device please utilize the Zoom URL link below:
• https://us02web.zoom.us/j/83005402895?pwd=LCOQPjNbz9wyDlavVJTYgUyVV6UMb5.1

ANY MEMBER OF THE PUBLIC WISHING TO PROVIDE PUBLIC COMMENT FOR ANY ITEM ON THE AGENDA MAY DO SO AS FOLLOWS:
• Attend in person and complete and submit a request to speak card to the City Clerk. • E-Mail your comments to [email protected] with the subject line “PUBLIC COMMENT ITEM #” (insert the item number relevant to your comment). Comments received no later than 5:00 p.m. before the scheduled meeting will be compiled, provided to the City Council, and made available to the public before the start of the meeting. Staff will not read e-mailed comments at the meeting. However, the official record will include all e-mailed comments received until the close of the meeting.

Should you have any questions related to participation in the City Council Meeting, please contact the City Clerk’s Office at (714) 890-4245 or via e-mail at [email protected].

NOTICE AND CALL

CITY COUNCIL

SUCCESSOR AGENCY

HOUSING AUTHORITY

SPECIAL MEETING
Stanton City Council Agenda Prepared by the Office of the City Clerk October 14, 2025

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In order to join the meeting via telephone please follow the steps below:

1. Dial the following phone number +1 (669) 444-9171 (US).

2. Dial in the following Meeting ID: 830 0540 2895 to be connected to the meeting.

In order to join the meeting via electronic device please utilize the Zoom URL link below:
• https://us02web.zoom.us/j/83005402895?pwd=LCOQPjNbz9wyDlavVJTYgUyVV6UMb5.1

However, the official record will include all e-mailed comments received until the close of the meeting.

Should you have any questions related to participation in the City Council Meeting, please contact the City Clerk’s Office at (714) 890-4245 or via e-mail at [email protected].

AGENDA

SPECIAL & JOINT REGULAR MEETING

CITY COUNCIL

SUCCESSOR AGENCY

HOUSING AUTHORITY
TUESDAY, OCTOBER 14, 2025
CLOSED SESSION - 5:30 P.M.

JOINT REGULAR SESSION - 6:30 P.M.

STANTON CITY HALL, 7800 KATELLA AVENUE, STANTON, CA
In compliance with the Americans With Disabilities Act, if you need special assistance to participate in this meeting, please contact the Office of the City Clerk at (714) 890-4245 or via e-mail at [email protected]. Notification prior to the meeting will enable the City to make reasonable arrangements to assure accessibility to this meeting.

Stanton City Council Agenda Prepared by the Office of the City Clerk October 14, 2025

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The City Council agenda and supporting documentation is made available for public review and inspection during normal business hours in the Office of the City Clerk, 7800 Katella Avenue, Stanton California 90680 immediately following distribution of the agenda packet to a majority of the City Council. Packet delivery typically takes place on Thursday afternoons prior to the regularly scheduled meeting on Tuesday. The agenda packet is also available for review and inspection on the city’s website at www.StantonCA.gov.

The City Council is required to comply with the Levine Act (Government Code § 84308). The purpose of the Levine Act is to prevent public officials from being influenced by campaign contributions from parties and other financially interested persons appearing before them and to prevent officials from using their position of authority to unduly influence applicants to make contributions to campaigns. The Levine Act only applies to certain matters brought to the City Council, including permits, licenses, some contracts, and other entitlements for use. While these matters are pending and for 12 months after a decision has been made, a Council Member may not accept, solicit, or direct campaign contributions of more than $500 from parties/participants who have a financial interest in the proceedings, or their respective agents. In addition, a Council Member who has received such a contribution may be required to disclose the contribution and recuse themselves from consideration of an agenda item. This summary of the Levine Act does not constitute legal advice. Council members who need to recuse themselves from an agenda item may provide notice at any time during the Council meeting before consideration of the item. Under certain circumstances, contributions may be returned by the public official in order to participate in a decision or otherwise cure a potential violation.

1. CLOSED SESSION(5:30 PM)

2. ROLL CALL Council / Agency / Authority Member Barrios Council / Agency / Authority Member Taylor
Council / Agency / Authority Member Warren
Mayor Pro Tem / Vice Chairman Torres
Mayor / Chairman Shawver

3. PUBLIC COMMENT ON CLOSED SESSION ITEMS
Closed Session may convene to consider matters of purchase / sale of real property (G.C. §54956.8), pending litigation (G.C. §54956.9(a)), potential litigation (G.C. §54956.9(b)) or personnel items (G.C. §54957.6). Records not available for public inspection.

4. CLOSED SESSION
4A. CONFERENCE WITH LEGAL COUNSEL-ANTICIPATED LITIGATION Significant exposure to litigation pursuant to Government Code Section 54956.9(d)(2) Number of Potential Cases: 2
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5. CALL TO ORDER STANTON CITY COUNCIL / SUCCESSOR AGENCY / HOUSING AUTHORITY JOINT REGULAR MEETING (6:30 PM)

6. ROLL CALL Council / Agency / Authority Member Barrios Council / Agency / Authority Member Taylor
Council / Agency / Authority Member Warren
Mayor Pro Tem / Vice Chairman Torres
Mayor / Chairman Shawver

7. PLEDGE OF ALLEGIANCE

8. SPECIAL PRESENTATIONS AND AWARDS
Update on City’s homeless outreach activities.

9. CONSENT CALENDAR
All items on the Consent Calendar may be acted on simultaneously, unless a Council/Board Member requests separate discussion and/or action.

CONSENT CALENDAR
9A. MOTION TO APPROVE THE READING BY TITLE OF ALL ORDINANCES AND RESOLUTIONS. SAID ORDINANCES AND RESOLUTIONS THAT APPEAR ON THE

PUBLIC AGENDA SHALL BE READ BY TITLE ONLY AND FURTHER READING WAIVED
RECOMMENDED ACTION:

City Council/Agency Board/Authority Board waive reading of Ordinances and Resolutions.
9B. APPROVAL OF WARRANTS
City Council approve demand warrants dated September 6, 2025 – September 19, 2025, in the amount of $2,250,259.54.

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9C. APPROVAL OF MINUTES
City Council/Successor Agency/Housing Authority approve Minutes of Special and Joint Regular Meeting – September 23, 2025.
9D. CONTINUANCE OF THE PROCLAMATION OF THE EXISTENCE OF A LOCAL

EMERGENCY CAUSED BY HOMELESSNESS CRISIS
At its meeting of November 26, 2024, the City Council adopted a resolution proclaiming the existence of a local emergency. Based on the continuing impacts of homelessness on public health and safety within the City of Stanton, the City Council’s proclamation of the existence of a local emergency will continue until further notice.

RECOMMENDED ACTION:

1. City Council declare that the proposed actions are not subject to the California Environmental Quality Act (“Public Resources Code section 21000 et seq.) (“CEQA”) because they do not qualify as a “project” under CEQA Receive and file; and

2. Receive and file the report.
9E. AUGUST 2025 INVESTMENT REPORT
The Investment Report as of August 31, 2025, has been prepared in accordance with the City’s Investment Policy and California Government Code Section 53646.

RECOMMENDED ACTION:

1. City Council find that this item is not subject to California Environmental Quality Act (“CEQA”) pursuant to Sections 15378(b)(5) (Organizational or administrative activities of governments that will not result in direct or indirect physical changes in the environment); and

2. Receive and file the Investment Report for the month of August 2025.

Stanton City Council Agenda Prepared by the Office of the City Clerk October 14, 2025

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9F. AUGUST 2025 INVESTMENT REPORT (SUCCESSOR AGENCY)
The Investment Report as of August 31, 2025, has been prepared in accordance with the City’s Investment Policy and California Government Code Section 53646.

RECOMMENDED ACTION:

1. Successor Agency find that this item is not subject to California Environmental Quality Act (“CEQA”) pursuant to Sections 15378(b)(5) (Organizational or administrative activities of governments that will not result in direct or indirect physical changes in the environment); and

2. Receive and file the Investment Report for the month of August 2025. 9G. JULY 2025 GENERAL FUND REVENUE AND EXPENDITURE REPORT; HOUSING AUTHORITY REVENUE AND EXPENDITURE REPORT; STATUS OF CAPITAL

IMPROVEMENT PROGRAM
The Revenue and Expenditure Reports for the month ended July 31, 2025, have been provided to the City Manager in accordance with Stanton Municipal Code Section

2.20.080 (D) and is being provided to the City Council. This report includes information on both the City’s General Fund and the Housing Authority Fund.

RECOMMENDED ACTION:

2. Receive and file the General Fund and Housing Authority Fund July 2025 Revenue and Expenditure Reports and Status of Capital Improvement Projects for the month ended July 31, 2025.

Stanton City Council Agenda Prepared by the Office of the City Clerk October 14, 2025

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9H. AWARD OF CONSTRUCTION FOR THE CITYWIDE STREET SIGN REPLACEMENT PROJECT (PHASE 2) (TASK CODE NO. 2022-102)
Three bids for the Citywide Street Sign Replacement Project (Phase 2) were opened on September 30, 2025. Based on the post-bid analysis of the bids received, staff have determined the bid submitted by Square Signs LLC dba Front Signs to be the lowest responsible and responsive bid at $173,910.00.

RECOMMENDED ACTION:

1. City Council find that this project is exempt from the California Environmental Quality Act (“CEQA”), Class 2, Section 15302 as replacement of existing structures and facilities; and

2. Award a construction contract for the Citywide Street Sign Replacement Project (Phase 2) to Square Signs LLC dba Front Signs for the bid amount of $173,910.00 and reject all other bids; and

3. Authorize the City Manager to bind the City of Stanton and Square Signs LLC dba Front Signs in a contract for the construction; and

4. Authorize the City Manager to approve contract change orders, not to exceed $17,391.00.
9I. ADOPT THE 2025 STORM DRAIN MASTER PLAN UPDATE
A Storm Drain Master Plan assesses the capacity and condition of the City’s storm drain system incorporating updated housing element information and provides recommendations to address deficiencies. It is a valuable planning tool for the City’s Capital Improvement Program and managing the storm drain system for future development.

RECOMMENDED ACTION:

1. City Council declare this action to be categorically exempt under the California Environmental Quality Act, Section 15378(b)(5) (Organizational or administrative activities of governments that will not result in direct or indirect physical changes in the environment); and

2. Adopt the 2025 Storm Drain Master Plan Update.

END OF CONSENT CALENDAR
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10. PUBLIC HEARINGS None.

11. UNFINISHED BUSINESS
11A. FISCAL YEAR 2025-26 SENIOR HOME IMPROVEMENT PROGRAM At its Budget Workshop on May 27, 2025, the City Council provided $100,000 in funding for the Fiscal Year 2025-26 Senior Home Improvement Program, including program administration. Tonight, staff will present Council with the final program documents.

RECOMMENDED ACTION:

2. Receive and file.

12. NEW BUSINESS
12A. ORDINANCE OF THE CITY COUNCIL OF THE CITY OF STANTON, CALIFORNIA, ADDING CHAPTER 10.38 TO TITLE 10 (VEHICLES AND TRAFFIC) AND AMENDING CHAPTER 14.04 (PARK AND PLAYGROUND USE) OF THE STANTON MUNICIPAL

CODE, REGARDING THE OPERATION OF MOTORIZED WHEELED CONVEYANCES

IN THE CITY
Electric bicycles (often referred to as “e-bikes”) and other motorized wheeled conveyances have grown significantly in popularity across Orange County in recent years. This increase in popularity has also created public safety concerns and enforcement challenges for the City and its residents.

Currently, the Stanton Municipal Code does not contain comprehensive regulations governing the use of electric bicycles or other similar devices, such as motorized skateboards, mini motorbikes, or other electric or combustible motorized wheeled conveyances. In response to these safety concerns, and consistent with the recommendations of a recent Orange County Grand Jury report highlighting the absence of uniform local regulations in Orange County, City staff is proposing the addition of Chapter 10.38 to the Stanton Municipal Code. A related amendment to Chapter 14.04 (Park and Playground Use) is also proposed to ensure consistency with the new regulations.

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The proposed ordinance aligns with regulations recently adopted by the City of Anaheim and establishes clear operational standards to encourage the safe use of these motorized wheeled conveyances. Adoption of this ordinance will also equip the Orange County Sheriff’s Department with enforceable regulations aimed at enhancing public safety throughout the City while allowing for the responsible use of these devices.

RECOMMENDED ACTION:

1. City Council find that the Ordinance is not subject to CEQA pursuant to State CEQA Guidelines Sections 15060(c) and 15378(b)(5); and

2. Introduce, by title only, and waive further reading of proposed Ordinance No. 1165, entitled:
“AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF STANTON, CALIFORNIA, ADDING CHAPTER 10.38 TO TITLE 10 (VEHICLES AND TRAFFIC) AND AMENDING CHAPTER 14.04 (PARK AND

PLAYGROUND USE) OF THE STANTON MUNICIPAL CODE,

REGARDING THE OPERATION OF MOTORIZED WHEELED
CONVEYANCES IN THE CITY OF STANTON”; and

3. Set the Ordinance for second reading and adoption at the October 28, 2025, regular meeting of the City Council.

13. ORAL COMMUNICATIONS - PUBLIC
At this time members of the public may address the City Council/Successor Agency/Stanton Housing Authority regarding any items within the subject matter jurisdiction of the City Council/Successor Agency/Stanton Housing Authority, provided that NO action may be taken on non-agenda items.
• Members of the public wishing to address the Council/Agency/Authority during Oral Communications-Public or on a particular item are requested to fill out a REQUEST TO SPEAK form and submit it to the City Clerk. Request to speak forms must be turned in prior to Oral Communications-Public.
• When the Mayor/Chairman calls you to the microphone, please state your Name, slowly and clearly, for the record. A speaker’s comments shall be limited to a three (3) minute aggregate time period on Oral Communications and Agenda Items. Speakers are then to return to their seats and no further comments will be permitted. • Remarks from those seated or standing in the back of chambers will not be permitted.

All those wishing to speak including Council/Agency/Authority and Staff need to be recognized by the Mayor/Chairman before speaking.

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14. WRITTEN COMMUNICATIONS None.

15. MAYOR/CHAIRMAN COUNCIL/AGENCY/AUTHORITY INITIATED BUSINESS 15A. COMMITTEE REPORTS/ COUNCIL/AGENCY/AUTHORITY ANNOUNCEMENTS At this time Council/Agency/Authority Members may report on items not specifically described on the agenda which are of interest to the community provided no discussion or action may be taken except to provide staff direction to report back or to place the item on a future agenda.
15B. COUNCIL/AGENCY/AUTHORITY INITIATED ITEMS FOR A FUTURE MEETING At this time Council/Agency/Authority Members may place an item on a future agenda. 15C. COUNCIL/AGENCY/AUTHORITY INITIATED ITEMS FOR A FUTURE STUDY

SESSION
At this time Council/Agency/Authority Members may place an item on a future study session agenda.

Currently Scheduled: None.

16. ITEMS FROM CITY ATTORNEY/AGENCY COUNSEL/AUTHORITY COUNSEL

17. ITEMS FROM CITY MANAGER/EXECUTIVE DIRECTOR
17A. ORANGE COUNTY FIRE AUTHORITY
At this time the Orange County Fire Authority will provide the City Council with an update on their current operations.

18. ADJOURNMENT
I hereby certify under penalty of perjury under the laws of the State of California, the foregoing agenda was posted at the Post Office, Stanton Community Services Center and City Hall, not less than 72 hours prior to the meeting. Dated this 9th day of October, 2025. s/ Patricia A. Vazquez, City Clerk/Secretary

September 6, 2025 - September 19, 2025
Payments to Vendors:

Electronic Draft Payments ACH (A) 1,666,197.60
Bank Drafts Payments 46,685.66
Check Payments 139578-139615 380,832.87
Total Payments to Vendors $ 2,093,716.13
Direct Deposit Payments (B):

Payroll dated September 11, 2025 156,543.41
TOTAL PAYMENTS $ 2,250,259.54
Notes:

A ACHs are electronic payments processed via a file exported from the City's Finance system and uploaded to the City's bank account. The City's Finance system designates these payment transactions as "ACH". A specific transaction number is not assigned.

B Represents the total net payroll paid through direct deposit on pay date.

C ACH - auto-drafts are auto-payments scheduled by the vendor as a monthly draft from the City's bank account mainly setup for utility payments. A specific transaction number is not assigned Demands listed on the attached
registers are accurate and funds
are available for payment thereof.
/s/ Hannah Shin-Heydorn /s/ Sharon del Rosario

CITY OF STANTON

WARRANT REGISTER
ACH - Auto Drafts ©
conform to the City of Stanton Annual
Budget as approved by the City Council.

Demands listed on the attached registers
City Manager Finance Director
Item: 9B
Click here to return to the agenda.

User:

Printed:

Accounts Payable
Checks by Date - Detail by Check Number
[email protected]
9/22/2025 11:37 AM
Check No Vendor No Vendor Name Check Date Check Amount
Invoice No Description Reference
ACH REC16138 RECTRAC REFUNDS 09/04/2025
87702469 Brian Cisneros/8/31/25/Picnic Shelter/Rfd 200.00 87717058 Allen Raymond Rodriguez/8/31/25/Picnic Shelter/R 100.00 88696463 Karina Gonzalez/8/30/25/Picnic Shelter/Rfd 100.00 88814827 David Tran/8/30/25/Picnic Shelter/Rfd 100.00
93030007 Robert Valencia/8/29/25/Athletic Field/Rfd 74.50 93030007A Robert Valencia/8/29/25/Athletic Field/Rfd 1.94 94928403 Irma Jaime/10/4/25/Picnic Shelter/Rfd 103.00
94928403A Irma Jaime/10/4/25/Picnic Shelter/Rfd 103.00
94928403B Irma Jaime/10/4/25/Picnic Shelter/Rfd -35.00
94987604 Karina Gonzalez/8/30/25/Picnic Shelter/Rfd 103.00 Total for this ACH Check for Vendor REC16138: 850.44
ACH SOC2734 SO CAL EDISON 09/04/2025
06313-082525 Electric Service- Medians Aug 14.51
12212-082525 Electric Service- Medians Aug 15.22
22767-082625 Electric Service- Signals Aug 77.75
30957-082525 Electric Service- Medians Aug 15.22
35919-082525 Electric Service- Medians Aug 16.68
39387-082525 Electric Service- Medians Aug 14.51
42110-082525 Electric Service- Medians Aug 14.51
42252-082525 Electric Service- Medians Aug 14.51
70288-082525 Electric Service- Medians Aug 14.63
73516-082525 Electric Service- Medians Aug 17.42
77712-082525 Electric Service- Medians Aug 15.34
78760-081525 Electric Service- Medians Aug 14.99
84471-082525 Electric Service- Medians Aug 15.22
Total for this ACH Check for Vendor SOC2734: 260.51
ACH GOL1321 GOLDEN STATE WATER COMPANY 09/05/2025
09414-081425 Water Services Park 7/15/25-8/13/25 57.46
18873-081425 Water Services Park 7/14/25-8/12/25 1,006.93 25873-081425 Water Services Median 7/14/25-8/12/25 157.46 26873-081425 Water Services Median 7/15/25-8/13/25 185.23 27873-081425 Water Services Median 7/14/25-8/12/25 174.15 28426-081425 Water Services Park 7/15/25-8/13/25 4,730.93 30107-081425 Water Services Building 7/15/25-8/13/25 38.12 34873-081425 Water Services Median 7/14/25-8/12/25 295.83 35873-081425 Water Services Median 7/14/25-8/12/25 168.55 36873-081425 Water Services Park 7/14/25-8/12/25 1,040.47 46873-081425 Water Services Park 7/14/25-8/12/25 153.63

ATTACHMENT A

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Check No Vendor No Vendor Name Check Date Check Amount
Invoice No Description Reference
ACH OCA2137 COUNTY OF ORANGE TREASURER- TAX09/10/2025
SH 72208 Sheriff Contract Services September 2025 1,351,467.35 SH 72208A .25% Early Payment Discount -3,378.67
Total for this ACH Check for Vendor OCA2137: 1,348,088.68 ACH CAS680 CA ST PERS 103 09/12/2025
PPE 09/06/2025 PR Batch 00311.09.2025 PERS Employee T1 PR Batch 00311.09.2025 PERS 1,817.44 PPE 09/06/2025A PR Batch 00311.09.2025 Survivors Benefit PR Batch 00311.09.2025 PERS 43.71 PPE 09/06/2025B PR Batch 00311.09.2025 PERS Employer PR Batch 00311.09.2025 PERS 17,090.77 PPE 09/06/2025C PR Batch 00311.09.2025 PERS Employee Classic TPR Batch 00311.09.2025 PERS 4,068.77 PPE 09/06/2025D PR Batch 00311.09.2025 PERS Employee New T3 PR Batch 00311.09.2025 PERS 7,693.11 Total for this ACH Check for Vendor CAS680: 30,713.80
ACH EDD1067 EDD 09/12/2025
9/6/2025 PR Batch 00311.09.2025 State Income Tax PR Batch 00311.09.2025 State 9,185.06 9/6/2025A PR Batch 00311.09.2025 State Unemployment InsuPR Batch 00311.09.2025 State 103.71 Total for this ACH Check for Vendor EDD1067: 9,288.77
ACH INT1569 INTERNAL REVENUE SERVICE 09/12/2025
9/6/2025 PR Batch 00311.09.2025 Medicare Employer PortioPR Batch 00311.09.2025 Feder 2,981.23 9/6/2025A PR Batch 00311.09.2025 Medicare Employee Porti PR Batch 00311.09.2025 Feder 3,077.68 9/6/2025B PR Batch 00311.09.2025 Federal Income Tax PR Batch 00311.09.2025 Feder 22,348.47 Total for this ACH Check for Vendor INT1569: 28,407.38
ACH MIS16496 MISSIONSQUARE 09/12/2025
PPE 09/06/2025 PR Batch 00311.09.2025 457 Deferred CompensatiPR Batch 00311.09.2025 457 D 1,660.00 Total for this ACH Check for Vendor MIS16496: 1,660.00
47873-081425 Water Services Median 7/14/25-8/12/25 160.94 50973-081425 Water Services Park 7/14/25-8/12/25 4,192.92 56873-081425 Water Services Median 7/14/25-8/12/25 146.36 59873-081425 Water Services Median 7/14/25-8/12/25 146.36 60472-081425 Water Services Park 7/15/25-8/13/25 5,374.86 63873-081425 Water Services Median 7/14/25-8/12/25 345.79 65873-081425 Water Services Median 7/14/25-8/12/25 356.89 68873-081425 Water Services Median 7/14/25-8/12/25 157.46 69873-081425 Water Services Median 7/14/25-8/12/25 146.36 75873-081425 Water Services Building 7/15/25-8/13/25 54.74 78873-081425 Water Services Median 7/14/25-8/12/25 174.15 85873-081425 Water Services Park 7/15/25-8/13/25 1,160.14 88279-081425 Water Services Building 7/15/25-8/13/25 585.04 88873-081425 Water Services Median 7/14/25-8/12/25 174.15 93873-081425 Water Services Median 7/14/25-8/12/25 323.60 09/05/2025
95873-081425 Water Services Park 7/14/25-8/12/25 3,052.99 98873-081425 Water Services Median 7/14/25-8/12/25 60.01 94504851 Wyrlene Maybee/8/25-12/19/25/Switched Classes/R 30.00 Total for this ACH Check for Vendor REC16138: 30.00
Total for this ACH Check for Vendor GOL1321: 24,621.52
ACH REC16138 RECTRAC REFUNDS

ATTACHMENT A

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Check Amount
Invoice No Description Reference
Check No Vendor No Vendor Name Check Date
ACH PUB15477 PUBLIC AGENCY RISK SHARING AUTHO09/12/2025 PPE 09/06/2025 PR Batch 00311.09.2025 Public Agency Retiremen 1,714.94 Total for this ACH Check for Vendor PUB15477: 1,714.94
ACH GOL1321 GOLDEN STATE WATER COMPANY 09/10/2025
49873-081925 Water Services Median 7/14/25-8/11/25 88.79 57873-081925 Water Services Median 7/14/25-8/11/25 146.36 Total for this ACH Check for Vendor GOL1321: 235.15
ACH REC16138 RECTRAC REFUNDS 09/10/2025
89131982 Andrea Contreras/9/6/25/Multipurpose Room/Rfd 300.00 89158315 Kathy Hubbard/9/7/25/Picnic Shelter/Rfd 100.00 89402739 Talia Till/9/6/25/Picnic Shelter/Rfd 100.00
90277224 Sandra Fuamatu/9/6/25/Picnic Shelter/Rfd 100.00 91257202 Maria Arementa-Florex/9/6/25/Picnic Shelter/Rfd 103.00 93303757 Irene Santana/9/7/25/Multipurpose Room/Rfd 310.00 94846348 Harrison Quach/9/4/25/Multipurpose Room/Rfd 310.00 Total for this ACH Check for Vendor REC16138: 1,323.00
ACH SOC2734 SO CAL EDISON 09/08/2025
07103-082025 Stanton District Light July 45.58
07335-082025 Stanton District Light July 22.45
07570-082025 Electric Service- Medians July 25.09
24730-082225 Electric Service- Medians Aug 28.60
28051-082225 Electric Service- Building Aug 4,619.89
57669-082225 Electric Service- Building Aug 11,846.52
80787-082225 Electric Service- Building Aug 635.42
Total for this ACH Check for Vendor SOC2734: 17,223.55
ACH SOC2734 SO CAL EDISON 09/15/2025
11713-082725 Electric Service- Signals Aug 87.08
13011-082725 Electric Service- Signals Aug 84.75
20972-082725 Electric Service- Signals Aug 94.77
30551-082725 Electric Service- Signals Aug 81.96
36541-082725 Electric Service- Signals Aug 90.81
47898-082725 Electric Service- Signals Aug 81.25
61884-082725 Electric Service- Signals Aug 81.04
63134-082725 Electric Service- Signals Aug 137.47
73390-082725 Electric Service- Signals Aug 27.52
80011-082725 Electric Service- Signals Aug 54.76
80993-082725 Electric Service- Signals Aug 43.68
86943-082725 Electric Service- Signals Aug 87.51
91233-082725 Electric Service- Signals Aug 92.19
98190-082725 Electric Service- Signals Aug 116.63
Total for this ACH Check for Vendor SOC2734: 1,161.42
ACH ATH16520 ATHENS ADMINISTRATORS 09/19/2025
REQUEST 32 Account Escrow Replenishment Aug 25 3,359.61 REQUEST 33 Account Escrow Replenishment Sept 25 5,000.00 Total for this ACH Check for Vendor ATH16520: 8,359.61
ACH BAC17074 BACKSTREET SURVEILLANCE 09/19/2025
75747 Monthly Cellular Data Service Trailer #116 9/8/25- 99.00

ATTACHMENT A

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Check No Vendor No Vendor Name Check Date Check Amount
75747A Monthly Cellular Data Service Trailer #117 9/8/25 99.00 Invoice No Description Reference
Total for this ACH Check for Vendor BAC17074: 198.00
ACH BID16674 BI DAN YU 09/19/2025
YR9225 Youth Art Classes- Summer 2025 (2 of 2) 105.00
Total for this ACH Check for Vendor BID16674: 105.00
ACH CAN14269 VICTOR CANDAL 09/19/2025
VC9225 Jiu Jitsu Classes- Summer 2025 (2 of 2) 88.69
Total for this ACH Check for Vendor CAN14269: 88.69
ACH CER17094 MERCEDES REBELLON CERNEKA 09/19/2025
MR9225 Karate Classes- Summer 2025 (2 of 2) 1,312.50
Total for this ACH Check for Vendor CER17094: 1,312.50
ACH CIV17306 CIVICSTONE, INC 09/19/2025
2025287 Program Develop/DR Access Form/Resident Applic 1,320.00 Total for this ACH Check for Vendor CIV17306: 1,320.00
ACH HAR16997 CYNTHIA BINOYA HARGROVE 09/19/2025
CB9225 Yoga Classes- Summer 2025 112.00
Total for this ACH Check for Vendor HAR16997: 112.00
ACH HOP16467 HOPE CENTER OF ORANGE COUNTY 09/19/2025
2025-0024 N OC Region Outreach & Engage Svcs @ HOPE C 154,847.53 Total for this ACH Check for Vendor HOP16467: 154,847.53 ACH INF16720 INFINITY TECHNOLOGIES 09/19/2025
4123 Managed IT & Helpdesk Support Svcs/Jul 2025 9,780.00 4124 Datto/Spanning Office 365 Backup Svc/Jul 2025 285.75 4125 Proofpoint/Email Filter/Jul 2025 534.00
4320 Managed IT & Helpdesk Support Svcs/Aug 2025 9,780.00 4321 Datto/Spanning Office 365 Backup Svc/Aug 2025 290.25 4322 Proofpoint/Email Filter/Aug 2025 534.00
Total for this ACH Check for Vendor INF16720: 21,204.00 ACH OCA2137 COUNTY OF ORANGE TREASURER- TAX09/19/2025
August 2025 County Share of Parking Citation Revenue (827 Cit 9,097.00 Total for this ACH Check for Vendor OCA2137: 9,097.00
ACH PSI11874 PSI 09/19/2025
53249 Swivel 5.68
Total for this ACH Check for Vendor PSI11874: 5.68
ACH QUA15782 QUALITY MANAGEMENT GROUP, INC 09/19/2025
2025-09 Property Management Svcs Tina-Pacific Develop/S 2,988.00 2025-09-PR CM & Maintenance Salaries Tina Pacific Develop/S 7,587.00 Total for this ACH Check for Vendor QUA15782: 10,575.00 ACH RET17269 THE RETAIL COACH, LLC 09/19/2025

ATTACHMENT A

Page 4 of 11 ends

Check No Vendor No Vendor Name Check Date Check Amount
Invoice No Description Reference
5779 Reimbursable Project Expenses/Market Tour 7/31/2 587.57 Total for this ACH Check for Vendor RET17269: 587.57
ACH RYD15391 RYDIN 09/19/2025
PS-INV133843 2026/27 Parking Permits (5,270) 3,823.41
Total for this ACH Check for Vendor RYD15391: 3,823.41
ACH SKY16010 SKYHAWKS SPORTS ACADEMY LLC 09/19/2025
SSA9225 Youth Sports Classes- Summer 2025 (2 of 2) 185.85 Total for this ACH Check for Vendor SKY16010: 185.85
ACH TEN17195 TENNIS FACTORY 09/19/2025
TF9225 Tennis Classes- Summer 2025 (2 of 2) 546.00
Total for this ACH Check for Vendor TEN17195: 546.00
ACH THE16903 THE RINKS FOUNDATION 09/19/2025
TR9225 Youth Skating Classes- Summer 2025 67.20
Total for this ACH Check for Vendor THE16903: 67.20
ACH TOW14437 TOWNSEND PUBLIC AFFAIRS, INC 09/19/2025
23941 Legislative Advocacy & Grant Writing Svcs/Sep 20 4,200.00 Total for this ACH Check for Vendor TOW14437: 4,200.00
ACH USB3019 US BANK 09/19/2025
3M Health & Saf Online Respirator Medical Evaluations (9) 261.00

5.11 Tactical Work Pants 409.45

5.11 Tactical Work Pants 431.01

5.11 Tactical Work Pants 409.45
Adobe Acrobat Pro & Creative Cloud Apps for PCTA 7/27 383.95 Albertsons Summer Employee Lunch/FruitTrays 79.98
Amazon Ping Pong Set for Senior Programming 53.28
Amazon Summer Employee Luncheon/Supplies 13.27
Amazon Supplies/HOCs 40.21
Amazon Summer Employee Luncheon/Supplies 32.52
Amazon KNO: Goodie Bag Items/August 25.86
Amazon FNO Table Cover Roll 28.00
Amazon Movies Under the Stars: Ground Stakes for Screen 49.11 Amazon Masking Tape & Dot Markers 30.42
Amazon Summer Employee Luncheon/Supplies 7.60
Amazon Kitchen Fan and Mats (2) 97.84
Amazon I&R Laptop Case 25.85
Amazon Canvas Bags for Senior Activities; Can Opener 69.97 Amazon Wood Slices for Senior Craft 26.93
Amazon Office Supplies/Code Enf 87.24
Amazon I&R Desk Pad 10.76
Amazon I&R Mouse & Wrist Pad 12.92
Amazon Refund Kitchen Fan -68.50
Amazon KNO: Craft and Decoration Items/August 50.24
Amazon Return - Kitchen Mat -14.67
Amazon SCP: Refund for Craft Supply -9.06
Amazon Security Camera (Temporary During Construction) 48.93 Amazon Fan for Kitchen 75.41
Amazon Open House Decorations - Balloons, Garlands, Bac 137.12

ATTACHMENT A

Page 5 of 11 ends

Check No Vendor No Vendor Name Check Date Check Amount
Invoice No Description Reference
Amazon Summer Employee Luncheon/Supplies 7.00
Amazon Return - Kitchen Mat -14.67
Amazon SCP: Storyboard Decoration 27.30
At Appliance Se Repairs to Refrigerator at FRC 250.00
Beach City Lift Fleet Forklift Service 225.49
Biergarten at O Tickets for Senior Excursion at Old World Village H 1,825.00 Biergarten at O Deposit for Senior Excursion 100.00
California Buil CALBO Education Week Registration - I. Anaya & 645.00 California Buil CALBO Membership Renewal for the City of Stant 260.00 Carniceria El C Open House Taco Vendor Deposit 800.50
Certifix Live Fingerprint Rolling Fees/June-2025 127.50 Chapman Ave Car Supplies/Homeless Outreach Vehicle 9.16 Chapman Ave Car Supplies/Homeless Outreach Vehicle 9.16 Chevron OCSD Motor Officer/Motorcycle Gas 31.91
Chevron OCSD Motor Officer/Motorcycle Gas 24.05
Chevron OCSD Motor Officer/Motorcycle Gas 29.39
Chevron OCSD Motor Officer/Motorcycle Gas 25.24
City of Santa A Parking Fees for OC Clerk Recorder 2.00 Command Link Internet Coverage for City/Aug-2025 2,207.27 Constant Contac Monthly CM Newsletter Subscription 48.00 Costco SCP: Costco Business Renewal 65.00
Costco FNO - Boxes of Chips (2) 29.78
Costco Relocation Assistance/Gas Cards for Clients 100.00 Costco Childcare - A Variety Box of Cookies 12.99
Costco FNO - Bags of Ice (2) 7.09
Costco OCSD/National Night Out Event 68.64
Costco Supplies/Homeless Outreach/Snacks for Clients 37.17 Costco Relocation Assistance/Gas Cards for Clients 100.00 CPRS District 1 Brochure Exchange for Cynthia V. 10.00
Digital Space Domain Hosting Service/Aug-2025 25.66
Etsy KNO: Goodie Bag Items/August 43.34
Etsy Summer Employee Luncheon Bingo Template 1.99
Facebook Facebook Ad 52.85
Food 4 Less Relocation Assistance/Food Cards for Clients 200.00 Food 4 Less Relocation Assistance/Food Cards for Clients 100.00 Food 4 Less OCSD/National Night Out Event 41.22
Freedom Fun Teen Night Out: Laser Tag/August 363.77
Gettysburg Flag Flags for City Hall With New Seal 888.17 Google LLC App Work Order Program Usage Fee 8/5/25 - 9/5/25 450.00 Home Depot Supplies/Street Repairs 104.69
Home Depot Supplies/Public Works Crew 63.53
Home Depot Supplies/Public Works Crew 34.87
Home Depot Cleaning Supplies/Public Safety 38.00
Home Depot Supplies/SCP 81.49
Home Depot Supplies/Public Safety 49.44
Home Depot Supplies/City Hall Repairs 59.78
Home Depot Sweepers (2) 32.47
Home Depot Supplies/Public Works Crew 97.11
Home Depot Supplies/Facilities Repairs 128.68
Home Depot Water for Crew 58.80
Home Depot Supplies/Public Works 7.70
Home Depot Supplies/City Repairs-Clamp 5.69
Home Depot Supplies/Park Repairs 31.45
Home Depot Supplies/Repairs-Tool Bit 7.59
Home Depot Supplies/Facilities Repair 48.63
Home Depot Supplies/Street Repairs 11.73

ATTACHMENT A

Page 6 of 11 ends

Check No Vendor No Vendor Name Check Date Check Amount
Invoice No Description Reference
Home Depot Supplies/Public Works Inspector 54.27
ICSC ICSC Membership/1-Yr/City Manager 175.00
ICSC ICSC Western Conf. Reg/City Manager 500.00
Imperial Statio OCSD Motor Officer/Motorcycle Gas 19.86 Irrawaddy Taste City Council Closed Session Expense 177.24 Jimmy Johns FNO: Dinner/August 327.96
LA Zoo Family Excursion 1/2 Admission Tickets 630.00
League of CA Ci LOCC 2025 Annual Conf/C. Clerk Reg. (Oct. 8, 20 200.00 League of CA Ci LOCC 2025 Annual Conf Reg/Torres (Oct. 8-10, 20 675.00 League of CA OC CalCities OC Division Meeting Reg/Shawver 30.00 League of CA OC CalCities OC Division Meeting Reg/Barrios 30.00 League of CA OC CalCities OC Division Meeting Reg/Torres 30.00 Lyft Inc. Relocation Assistance/Transportation for Client 27.17 Messi Burgers Summer Employee Luncheon/Catering Balance 986.00 Microsoft Microsoft IT Service/Jul-2025 25.35
Noodle Soup Printed Materials/Bags for Events 95.00
O.C Clerk Recor Norm Ross Notice of Determination Recorder Fees 2,968.75 OC Register Publishing Public Notice/OCSD False Alarm Fee (C 368.05 OC Register Publishing Public Hearing Notice/Commercial Cann 1,324.96 OC Register Public Notice - Newspaper Ad 799.18
OC Register Publishing Public Notice/CUP Type 21 ABC W. Ce 799.18 OC Register Public Notice - Newspaper Ad 788.66
ODP Business So Ink Cartridge and Tape Dispenser 58.95
ODP Business So Community Service Dept: Plotter Ink 48.69 Pacific Coach Transportation for Senior Excursion - Deposit 107.63 Shoeteria Work Boots 275.39
Smart & Final Summer Employee Luncheon/Supplies 17.36
Smart & Final Supplies/Public Safety 85.18
Smart & Final Relocation Assistance/Food Cards for Clients 90.00 Smart & Final Planning Technician Interview Panel Supplies 23.96 Smart & Final Valdez - EA Gas Card 50.00
Smart & Final NNO: Waters and Ice 29.84
Smart & Final Summer Employee Luncheon/Centerpiece Supplies 120.45 Snap a Pic Phot National Night Out: Photobooth 399.00
Southwest Personal Charge - reimbursed city 8/11/25 CK# 109 69.30 Spotify Spotify Account for Events 11.99
Staples Office Supplies 58.05
Staples Office Supplies 115.54
Staples Office Supplies:Tape Dispensers, Dry Erase Marker 133.49 Staples Office Supplies/Public Safety Admin 30.67
Staples Office Supplies/Code Enf 39.85
Staples Office Supplies/HOCs 51.19
Staples Office Supplies/Code Enf 34.46
Staples Office Supplies 84.18
Staples File Cabinet for Paperwork for Second Harvest 141.36 Staples SCP: Ink Refill 8.61
Staples SCP: Black and Color Toner 410.50
Suns Tools Fleet Graffiti Truck 80.00
Target Command Hooks 33.25
Target Tissue Boxes 12.91
Target Cleaning Supplies/Public Safety 43.03
Thailusion Rest Planning Technician Interview Panel Lunch 108.48 Trader Joes Summer Employee Luncheon/Supplies 44.08
Uline Janitorial Supplies for City Yard 1,469.75
University of W Training - MMC (P. Vazquez) 599.00
Uprinting FRC Open House Postcards 184.57

ATTACHMENT A

Page 7 of 11 ends

Check No Vendor No Vendor Name Check Date Check Amount
Invoice No Description Reference
Walmart Crochet Needles for Senior Crafts 10.72
Walmart Popsicles for Senior Hula Party 16.34
Walmart KNO: Craft Item/August 10.37
Webstaurant Sto Pots & Pans for Kitchen 197.45
What a Lotta Pi OCSD/National Night Out Event 145.61
Total for this ACH Check for Vendor USB3019: 29,387.54
ACH WES15438 WEST GROVE VOLLEYBALL, LLC 09/19/2025
WG9325 Youth Volleyball Classes- Summer 2025 (2 of 2) 51.45 Total for this ACH Check for Vendor WES15438: 51.45
ACH XCE17085 XCEPTIONAL NETWORKS, INC 09/19/2025
33225 KnowBe4 Mngmnt/Platform & Campaigns/Oct 202 250.00 Total for this ACH Check for Vendor XCE17085: 250.00
ACH REC16138 RECTRAC REFUNDS 09/17/2025
88974915 Karen Webster/9/13/25/Picnic Shelter/Rfd 200.00 91729498 Rebekah Russell/9/13/25/Multipurpose Room/Rfd 310.00 92604666 Maricel DeGuzman/9/14/25/Picnic Shelter/Rfd 103.00 92665890 Eita Fakatoumafi/8/2/25/Banquet Hall/Rfd 310.00 92665890A Eita Fakatoumafi/8/2/25/Banquet Hall/Rfd -45.93 94522200 Andres Bernal/9/14/25/Picnic Shelter/Rfd 103.00 Total for this ACH Check for Vendor REC16138: 980.07
139578 A2Z16590 A2Z CONSTRUCT INC 09/18/2025
2025-601 1 Community/Senior Center Improvement Project 108,500.00 2025-601 1R Com/Senior Ctr 2025-601 #1R -5,425.00
Total for Check Number 139578: 103,075.00
139579 ACO17312 WENDY ACOSTA 09/18/2025
8/29/2025 Kid's Night Out Dinner: Raising Cane's Tailgate Au 260.61 Total for Check Number 139579: 260.61
139580 AGU17309 MYRA AGUADO 09/18/2025
90770183 Myra Aguado/8/30/25/Multipurpose Room/Rfd 310.00 Total for Check Number 139580: 310.00
139581 ALT16658 ALTA LANGUAGE SERVICES, INC 09/18/2025
IS803253 Biingual Language Certification Test (1) 58.00 Total for Check Number 139581: 58.00
139582 ANA12346 ANAHEIM FAMILY YMCA 09/18/2025
YMCA9225 Youth Sports Classes- Summer 2025 (2 of 2) 558.60 Total for Check Number 139582: 558.60
139583 ATT377 AT&T 09/18/2025
26619-24001040 Cerritos/Dale 31.16
31647-24001352 Cerritos/Knott 31.16
Total for Check Number 139583: 62.32
139584 BEN16901 MAI BENNETT 09/18/2025

ATTACHMENT A

Page 8 of 11 ends

Check No Vendor No Vendor Name Check Date Check Amount
Invoice No Description Reference
MB9225 Line Dancing Classes- Summer 2025 175.00
Total for Check Number 139584: 175.00
139585 BRO17179 SARAH BROWN 09/18/2025
89743218 Sarah Brown/9/7/25/Picnic Shelter/Rfd 100.00
Total for Check Number 139585: 100.00
139586 DIS16517 DISABILITY ACCESS CONSULTANTS, LL09/18/2025 25-192 DACTrak Subscription 2,000.00
Total for Check Number 139586: 2,000.00
139587 EXE17182 EXECUTIVE FACILITES SERVICES, INC 09/18/2025 35126 Janitorial Services/City Facilities- July 6,780.35 35184 Janitorial Services/City Facilities- Aug 6,780.35 Total for Check Number 139587: 13,560.70
139588 HIL1466 HILL'S BROS LOCK & SAFE INC 09/18/2025
92339 Duplicate Keys for Facility (6) 39.15
Total for Check Number 139588: 39.15
139589 HWI17310 CARLY HWINN 09/18/2025
87701830 Carly Hwinn/9/1/25/Picnic Shelter/Rfd 300.00
Total for Check Number 139589: 300.00
139590 IMA17286 IMAGE EMBROIDERY AND SCREEN PRIN09/18/2025 2025-3342 Public Works Crew Sample Clothing 493.73
Total for Check Number 139590: 493.73
139591 HUN12150 JOHN L. HUNTER & ASSOCIATES, INC. 09/18/2025 STA1FOG12507 FOG- July 25 874.00
STA1MS412507 NPDES- July 25 6,617.25
Total for Check Number 139591: 7,491.25
139592 RAK16967 KREUZER CONSULTING GROUP 09/18/2025
25-101 FY 24/25 Citywide St Resurf Design July 6,456.00 Total for Check Number 139592: 6,456.00
139593 LAH16057 LA HABRA FENCE COMPANY, INC 09/18/2025
48037 Chain Link Fence Install 10652 Bell St 4,158.00
Total for Check Number 139593: 4,158.00
139594 MAD15269 MAD SCIENCE 09/18/2025
MS9225 Youth Science Camp- Summer 2025 529.20
Total for Check Number 139594: 529.20
139595 NGU17315 HOA NGUYEN 09/18/2025
2025-263 #2025-263/10531 Flower Ave/Hoa Nguyen/Rfd 229.00 Total for Check Number 139595: 229.00
139596 OCS2185 OC SANITATION DISTRICT 09/18/2025

ATTACHMENT A

Page 9 of 11 ends

Check No Vendor No Vendor Name Check Date Check Amount
Invoice No Description Reference
25-Aug OCSD Fee- August 2025 11,577.05
Total for Check Number 139596: 11,577.05
139597 ORA17031 ORACLE AMERICA, INC. 09/18/2025
102099972 Implementation Oracle NSG- 7/21-8/22/25 25,338.70 Total for Check Number 139597: 25,338.70
139598 PSI14561 PARTITION SPECIALTIES, INC 09/18/2025
405222501 Civic Center Partition Wall Repair 4,443.00
Total for Check Number 139598: 4,443.00
139599 PHA17302 KELLY PHAM 09/18/2025
93102224 Kelly Pham/8/26/25/Picnic Shelter/Rfd 103.00
Total for Check Number 139599: 103.00
139600 RJN12953 R. J. NOBLE COMPANY 09/18/2025
2024-101 FY 23/24 Citywide St Resurf Proj Retention Pmt 62,748.17 Total for Check Number 139600: 62,748.17
139601 RHA17100 RHA LANDSCAPE ARCHITECTS-PLANNE09/18/2025 122590 SCP Tennis Courts Renovation Proj Design July 25 15,635.00 Total for Check Number 139601: 15,635.00
139602 RIC17316 MARCUS RICARD 09/18/2025
10013394 Citation #10013394 Dismissed 41.00
Total for Check Number 139602: 41.00
139603 SCS13184 S.C. SIGNS & SUPPLIES LLC 09/18/2025
261292 Delineators, Cones, Street Signs, and Hanging Hard 7,019.91 262562 New Street Name Sign- Glenn Loop 105.60
Total for Check Number 139603: 7,125.51
139604 SAL17311 LHORIE SALVADOR 09/18/2025
93526448 Lhorie Salvador/9/7/25/Picnic Shelter/Rfd 103.00 Total for Check Number 139604: 103.00
139605 SCA17032 SCA OF CA, LLC 09/18/2025
CA25001306 Street Sweeping Servies- Aug 12,441.19
CA25001306A Street Sweeping Servies- Aug 4,147.06
CA25002012 Street Sweeping Servies- Sept 12,441.19
CA25002012A Street Sweeping Servies- Sept 4,147.06
Total for Check Number 139605: 33,176.50
139606 STA12282 SECURITAS TECHNOLOGY CORPORATIO09/18/2025 6005225182 Maint/Monitor Fire & Sec System CC & CH- Oct-D 1,244.64 6005225182A Maint/Monitor Intrusion System SCSC- Oct-Dec 25 485.01 6005234593 Maint/Monitor Fire System City Yard- Oct-Dec 25 626.31 6005265903 Service Call to City Hall- Repair Intrusion System 9.86 Total for Check Number 139606: 2,365.82
139607 SOF17297 SOFTMSP, LLC 09/18/2025

ATTACHMENT A

Page 10 of 11 ends

Check No Vendor No Vendor Name Check Date Check Amount
Invoice No Description Reference
1053 Xcitium Cybersecurity Sub 9/24/25-6/30/26 6,057.00 1053A Xcitium Cybersecurity Sub 7/1/26-9/23/26 1,839.00 Total for Check Number 139607: 7,896.00
139608 TUN16796 TUNNELWORKS SERVICES, INC. 09/18/2025
2157 FY 24/25 Sewer Rehab MHW019/Asphalt Replace 8,500.00 2157R FY 24/25 Sewer Rehab MHW019/Asphalt Replace -425.00 Total for Check Number 139608: 8,075.00
139609 TPX16519 U.S. TELEPACIFIC CORP 09/18/2025
186950815-0 Unified-Communications-As-A-Service/Sep 2025 2,612.46 186950815-0A ISP/Sep 2025 830.00
186950815-0B Firewall Management Svcs/Sep 2025 1,979.16 Total for Check Number 139609: 5,421.62
139610 USB13423 US BANK 09/18/2025
7872526 2016AB Admin Fees 8/1/25-7/31/26 2,450.00
Total for Check Number 139610: 2,450.00
139611 VIL14804 ARACELY VILLARRUEL 09/18/2025
AV9225 Baile Folklorico Classes- Summer 2025 (2 & 3 of 3 191.52 Total for Check Number 139611: 191.52
139612 VIS3077 VISTA PAINT CORP 09/18/2025
2025-078735-00 Graffiti Supplies- Paint 118.10
2025-084245-00 Graffiti Supplies- Paint 95.95
Total for Check Number 139612: 214.05
139613 WAG13143 WAGEWORKS, INC 09/18/2025
INV8173150 Administration and Compliance Fees/Aug 2025 14.52 INV8173159 Administration and Compliance Fees/Aug 2025 107.48 Total for Check Number 139613: 122.00
139614 WIR16966 WIRELESS CCTV LLC 09/18/2025
115162 Solar-Powered Trailers (2) w/ Wrap & 5yr ESP 49,999.99 Total for Check Number 139614: 49,999.99
139615 YUN16677 YUNEX LLC 09/18/2025
5610006103 Traffic Signal Response- July 1,757.48
5610006104 Streetlight Response- July 295.00
90005135 Streetlight Maintenance- July 758.40
90005136 Traffic Signal Maintenance- July 1,138.50
Total for Check Number 139615: 3,949.38
Report Total (74 checks): 2,093,716.13

ATTACHMENT A

Page 11 of 11 ends

DRAFT
Special and Joint Regular Meeting – September 23, 2025 - Page 1 of 12

THESE MINUTES ARE ISSUED FOR INFORMATION ONLY AND ARE SUBJECT TO

AMENDMENT AND APPROVAL AT NEXT MEETING

MINUTES OF THE CITY COUNCIL / SUCCESSOR AGENCY / HOUSING AUTHORITY OF THE CITY OF STANTON MEETING SEPTEMBER 23, 2025

SPECIAL CITY COUNCIL / SUCCESSOR AGENCY / HOUSING AUTHORITY MEETING (5:30 PM)

JOINT REGULAR CITY COUNCIL / SUCCESSOR AGENCY / HOUSING AUTHORITY MEETING (6:30 PM)

1. CALL TO ORDER / CLOSED SESSION
The City Council / Successor Agency / Housing Authority meeting was called to order at 5:31 p.m. by Mayor / Chairman Shawver.

2. ROLL CALL

Present: Council/Agency/Authority Member Barrios, Council/Agency/Authority Member Taylor, Council/Agency/Authority Member Warren, Mayor Pro Tem/Vice Chairman Torres, and Mayor/Chairman Shawver.

Absent: None.

Excused: None.

3. PUBLIC COMMENT ON CLOSED SESSION ITEMS None.

4. CLOSED SESSION
The members of the City Council / Successor Agency / Housing Authority of the City of Stanton proceeded to closed session at 5:32 p.m. for discussion regarding:
4A. CONFERENCE WITH LEGAL COUNSEL-ANTICIPATED LITIGATION Significant exposure to litigation pursuant to Government Code Section 54956.9(d)(2)
Number of Potential Cases: 2

5. CALL TO ORDER / SUCCESSOR AGENCY / STANTON HOUSING AUTHORITY

MEETING
The City Council / Successor Agency / Housing Authority reconvened in open session at 6:35 p.m.

Item: 9C
Click here to return to the agenda.

DRAFT
Special and Joint Regular Meeting – September 23, 2025 - Page 2 of 12

THESE MINUTES ARE ISSUED FOR INFORMATION ONLY AND ARE SUBJECT TO

AMENDMENT AND APPROVAL AT NEXT MEETING
The City Attorney / Agency Counsel reported that the City Council / Successor Agency / Housing Authority met in closed session from 5:32 to 6:35 p.m.

The City Attorney / Agency Counsel reported that there was no reportable action.

6. ROLL CALL

Present: Council/Agency/Authority Member Barrios, Council/Agency/Authority Member Taylor, Council/Agency/Authority Member Warren, Mayor Pro Tem/Vice Chairman Torres, and Mayor/Chairman Shawver.

Absent: None.

Excused: None.

7. PLEDGE OF ALLEGIANCE
Led by Mr. James J. Wren, Public Safety Services Director.

8. SPECIAL PRESENTATIONS AND AWARDS
A. The City Council proclaimed the week of October 5-11, 2025, as Fire Prevention Week within the City of Stanton and presented a proclamation to the Orange County Fire Authority, which was accepted by Fire Captain Danny Goodwin.

B. Presentation by Mr. Richard Owens, Senior Director, Jamboree Housing Corporation, shared their mission with the City Council and provided information on Project Homekey operations.

9. CONSENT CALENDAR
Mayor Shawver requested to pull Item 9E from the consent calendar for separate discussion.

Motion/Second: Taylor/Barrios
Motion carried by the following vote:

AYES: 5 (Barrios, Shawver, Taylor, Torres, and Warren)
NOES: None
ABSTAIN: None
ABSENT: None
Motion unanimously carried:

DRAFT
Special and Joint Regular Meeting – September 23, 2025 - Page 3 of 12

THESE MINUTES ARE ISSUED FOR INFORMATION ONLY AND ARE SUBJECT TO

AMENDMENT AND APPROVAL AT NEXT MEETING

CONSENT CALENDAR
9A. MOTION TO APPROVE THE READING BY TITLE OF ALL ORDINANCES AND RESOLUTIONS. SAID ORDINANCES AND RESOLUTIONS THAT APPEAR ON

THE PUBLIC AGENDA SHALL BE READ BY TITLE ONLY AND FURTHER

READING WAIVED
The City Council/Agency Board/Authority Board waived reading of Ordinances and Resolutions.
9B. APPROVAL OF WARRANTS
The City Council approved demand warrants dated August 23, 2025 – September 5, 2025, in the amount of $2,258,248.53.
9C. APPROVAL OF MINUTES
The City Council/Successor Agency/Housing Authority approved Minutes of Special and Joint Regular Meeting – September 9, 2025.
9D. PROFESSIONAL SERVICES AGREEMENT FOR THE ORANGEWOOD

COMPLETE STREETS PROJECT
Orangewood Avenue and Santa Rosalia Street were evaluated to improve mobility, safety, and connectivity. To support these improvements, staff pursued grant funding for design and construction. Staff recommends awarding a Professional Services Agreement to PSOMAS in the amount of $648,310.00.

1. The City Council declared this project to be categorically exempt under the California Environmental Quality Act, Section 15378(b)(5) – Organizational or administrative activities of governments that will not result in direct or indirect physical change in the environment; and

2. Awarded a professional service agreement to PSOMAS for Professional Design Services for the Orangewood Complete Streets Project in the amount of $648,310.00; and

3. Authorized the City Manager to bind the City of Stanton and PSOMAS in an Agreement to provide the services; and

4. Authorized the City Manager to approve a contingency, in the amount of $64,831.00 to PSOMAS.

DRAFT
Special and Joint Regular Meeting – September 23, 2025 - Page 4 of 12

THESE MINUTES ARE ISSUED FOR INFORMATION ONLY AND ARE SUBJECT TO

AMENDMENT AND APPROVAL AT NEXT MEETING
9F. ACCEPTANCE OF THE FISCAL YEAR (FY) 2024/2025 SEWER REHABILIATION PROJECT (TASK CODE NO. 2025-301) BY THE CITY COUNCIL OF THE CITY

OF STANTON, CALIFORNIA
The FY 2024/2025 Sewer Rehabilitation Project consisting of cleaning the sewer lines, traffic control, installing Cured-in-Place Pipe (CIPP) Liner, manhole repairs and adjustments, post CCTV inspection and all appurtenant work is now complete.

The final construction cost for the project was $233,725.00. The City Engineer, in his judgment, certifies that the work was satisfactorily completed as of September 9, 2025, and recommends that the City Council accept the completed work performed on this project.

1. The City Council finds that this project is exempt from the California Environmental Quality Act (“CEQA”), Class 1, Section 15301(b) as maintenance, repair, and minor alteration of existing publicly owned sewerage utilities; and

2. Accepted the completion of improvements for the FY 2024/2025 Sewer Rehabilitation Project, as certified by the City Engineer, and affixed the date of September 9, 2025, as the date of completion of all work on this project; and

3. Approved the final construction contract amount of $233,725.00 with Tunnelworks Services, Inc.; and

4. Directed the City Clerk within ten (10) days from the date of acceptance to file the Notice of Completion with the County Clerk-Recorder of the County of Orange; and

5. Directed City staff, after thirty-five (35) days has elapsed from the filing of the “Notice of Completion” with the County Clerk-Recorder, to make the retention payment to Tunnelworks Services, Inc. in the amount of $11,686.25. 9G. JULY 2025 INVESTMENT REPORT
The Investment Report as of July 31, 2025, has been prepared in accordance with the City’s Investment Policy and California Government Code Section 53646.

1. The City Council finds that this item is not subject to California Environmental Quality Act (“CEQA”) pursuant to Sections 15378(b)(5) (Organizational or administrative activities of governments that will not result in direct or indirect physical changes in the environment); and

2. Received and filed the Investment Report for the month of July 2025.

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9H. JULY 2025 INVESTMENT REPORT (SUCCESSOR AGENCY)
The Investment Report as of July 31, 2025, has been prepared in accordance with the City’s Investment Policy and California Government Code Section 53646.

1. The Successor Agency finds that this item is not subject to California Environmental Quality Act (“CEQA”) pursuant to Sections 15378(b)(5) (Organizational or administrative activities of governments that will not result in direct or indirect physical changes in the environment); and

2. Received and filed the Investment Report for the month of July 2025. 9I. CONTINUE APPROPRIATIONS FOR BUDGETED ACTIVITIES THAT WERE IN PROCESS AS OF JUNE 30, 2025
At the end of each fiscal year, staff reviews the available budget balances in the operating budget to determine whether any unspent budget appropriations should be carried forward to the subsequent fiscal year. Resolution No. 2025-21, which was approved by the City Council on June 10, 2025, authorizes all appropriations for outstanding encumbrances, unspent operating grant funds, and projects that remain unspent as of June 30, 2025, to be reappropriated to the Fiscal Year 2025/26 Operating and Capital Budget upon approval by the City Manager. The items listed in Attachment A require City Council approval for reappropriation to the Fiscal Year 2025/26 Operating Budget because they do not represent an outstanding encumbrance, unspent operating grant funds, or unspent project funds. Therefore, staff is seeking City Council approval to carryover the $1,963,196 in unspent budgeted funds to the Fiscal Year 2025/26 Operating Budget.

1. The City Council finds that this item is not subject to California Environmental Quality Act (“CEQA”) pursuant to Section 15378(b)(5) (Organizational or administrative activities of governments that will not result in direct or indirect physical changes in the environment); and

2. Amended the Fiscal Year 2025/26 Operating Budget to continue the appropriation of unexpended funds for activities that were budgeted in Fiscal Year 2024/25, but were not completed by year end, as set forth in Attachment A. 9J. JUNE 2025 GENERAL FUND REVENUE AND EXPENDITURE REPORT; HOUSING AUTHORITY REVENUE AND EXPENDITURE REPORT; STATUS OF

CAPITAL IMPROVEMENT PROGRAM
The Revenue and Expenditure Reports for the month ended June 30, 2025, have been provided to the City Manager in accordance with Stanton Municipal Code Section 2.20.080 (D) and are being provided to the City Council. This report includes information on both the City’s General Fund and the Housing Authority Fund.

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2. Received and filed the General Fund and Housing Authority Fund June 2025 Revenue and Expenditure Reports and Status of Capital Improvement Projects for the month ended June 30, 2025.

END OF CONSENT CALENDAR
9E. AWARD A PROFESSIONAL SERVICES AGREEMENT TO ENGINEERING RESOURCES OF SOUTHERN CALIFORNIA, INC. FOR THE WESTERN AVENUE

RESURFACING PROJECT AND APPROVE A COOPERATIVE AGREEMENT

BETWEEN THE CITY OF STANTON AND THE CITY OF GARDEN GROVE The City’s Annual Citywide Street Resurfacing Projects for Fiscal Years (FY) 2024- 25 and 2025-26 identify the rehabilitation of Western Avenue from Cerritos Avenue to southern city limits. The City partnered with the City of Garden Grove to extend the project design to Chapman Avenue, and both cities have developed a cooperative agreement for the design and construction. The City’s shared cost for the design of its portion is $115,766.00. Staff recommends awarding the design contract to Engineering Resources of Southern California, Inc. (ERSC) for $144,707.00, which includes the City of Garden Grove’s cost share of $28,941.00, and approving the cooperative agreement.

Staff report by Mr. Cesar Rangel, Public Works Director / City Engineer.

Motion/Second: Shawver/Taylor
Motion carried by the following vote:

AYES: 5 (Barrios, Shawver, Taylor, Torres, and Warren)
NOES: None
ABSTAIN: None
ABSENT: None
Motion unanimously carried:

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2. Awarded a professional services agreement to Engineering Resources of Southern California, Inc. for Professional Design Services for the Western Avenue Resurfacing Project in the amount of $144,707.00; and

3. Authorized the City Manager to bind the City of Stanton and Engineering Resources of Southern California, Inc. in an Agreement to provide the services; and

4. Authorized the City Manager to approve a contingency in the amount of $14,470.00 to Engineering Resources of Southern California, Inc; and

5. Approved the Cooperative Agreement between the City of Stanton and the City of Garden Grove; and

6. Authorized the City Manager to execute the Cooperative Agreement with the City of Garden Grove.

10. PUBLIC HEARINGS
10A. CONSIDERATION OF AN ORDINANCE TO ADOPT THE 2025 CALIFORNIA

BUILDING STANDARDS CODE
The State’s Health and Safety Code requires local governments to adopt the most recent editions of the model codes related to construction. The construction codes include: the California Building, Residential, Energy, Green Building Standards, Plumbing, Mechanical, Electrical, Fire, Wildland-Urban Interface, Existing Building, Historical, Administrative, Referenced Standards Codes, the International Property Maintenance Code, and the International Swimming Pool and Spa Code. If City Council approves the attached ordinance, the most recent editions of the California construction codes with the applicable amendments will become effective January 1, 2026, as required by State law.

Staff report by Ms. Ms. Crystal Landavazo, Community & Economic Development Director.

Presentation by Mr. Khanh Nguyen, CSG Consultants.

The public hearing was opened.

No one appearing to speak, the public hearing was closed.

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Motion/Second: Taylor/Warren
ROLL CALL VOTE: Council Member Barrios AYE
Council Member Taylor AYE
Council Member Warren AYE
Mayor Pro Tem Torres AYE
Mayor Shawver AYE
Motion unanimously carried:

1. The City Council declared that the project is not subject to CEQA in accordance with Sections 15378 and 15061(b)(3) as the activity is covered by the general rule that CEQA applies only to projects which have the potential for causing significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA; and

2. Introduced for second reading and held a public hearing for Ordinance No. 1164, in accordance with California Government Code Title 5, Division 1, Part 1, as published by the Building Standards Bulletin 25-02, entitled:
“AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF
STANTON, CALIFORNIA AMENDING DIVISION I OF TITLE 16 AND CHAPTER 17.08 OF TITLE 17 OF THE STANTON MUNICIPAL
CODE PERTAINING TO THE ADOPTION OF THE 2025 EDITION

OF THE CALIFORNIA BUILDING STANDARDS CODE,

CONSISTING OF THE CALIFORNIA BUILDING CODE, THE

CALIFORNIA RESIDENTIAL CODE, THE CALIFORNIA PLUMBING

CODE, THE CALIFORNIA MECHANICAL CODE, THE CALIFORNIA

ELECTRICAL CODE, THE CALIFORNIA FIRE CODE, THE

CALIFORNIA WILDLAND-URBAN INTERFACE CODE, THE

CALIFORNIA ADMINISTRATIVE CODE, THE CALIFORNIA

EXISTING BUILDING CODE, THE CALIFORNIA ENERGY CODE,

THE CALIFORNIA HISTORICAL BUILDING CODE, AND THE
CALIFORNIA REFERENCED STANDARDS CODE; AND THE
INTERNATIONAL SWIMMING POOL AND SPA CODE; AND THE

INTERNATIONAL PROPERTY MAINTENANCE CODE, WITH

AMENDMENTS THERETO, AND MAKING FINDINGS IN SUPPORT
THEREOF; and

3. Adopted said Ordinance No. 1164.

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11. UNFINISHED BUSINESS None.

12. NEW BUSINESS
12A. REVIEW OF CITY POLICIES REGARDING COUNCIL-SUBMITTED AGENDA ITEMS
At the January 14, 2025 City Council meeting, Mayor Shawver requested to agendize an item related to the process whereby the Mayor and/or Council Members can place an item on a City Council meeting agenda. At its meeting of January 28, 2025, the City Council received consensus and directed staff to conduct research on the historical policy and procedures of the City of Stanton as well as those policies and procedures adopted by other cities.

Staff report by Ms. Hannah Shin-Heydorn, City Manager.

Motion by Mayor Shawver to amend existing policies to allow the Mayor or a Council Member to request to add his/her requested item onto a subsequent City Council meeting agenda to come before the City Council for discussion, input and consensus.

Motion/Second: Shawver/
Motion failed due to the lack of a second.

1. The City Council finds that this item is not subject to the California Environmental Quality Act (“CEQA”) pursuant to State CEQA Guidelines Section 15060(c)(2)- (3), because it has no potential to result in either a direct, or reasonably foreseeable indirect, physical change in the environment, and is not a “project” as defined in State CEQA Guidelines, section 15378; and

2. Received the report.

13. ORAL COMMUNICATIONS – PUBLIC
Mr. Neil Nguyen, Esq., representative for Mr. Anhdy Ngueyn, property owner, spoke regarding difficulties in obtaining permits, building inspections, development / construction standards, and requested that the City reach out to homeowners with dilapidated properties within the City.

14. WRITTEN COMMUNICATIONS None.

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15. MAYOR/CHAIRMAN/COUNCIL/AGENCY/AUTHORITY INITIATED BUSINESS

15A. COMMITTEE REPORTS/COUNCIL/AGENCY/AUTHORITY ANNOUNCEMENTS

• Mayor Shawver reported on his attendance at the Annual St. Polycarp Family Fiesta, which was held on September 19-21, 2025.
• Council Member Warren reported on his attendance at the celebration of life memorial service for Mr. Lowell “Bud” Heitman, which was held on September 20, 2025, at Stanton Central Park.
15B. COUNCIL/AGENCY/AUTHORITY INITIATED ITEMS FOR A FUTURE COUNCIL

MEETING
None.
15C. COUNCIL/AGENCY/AUTHORITY INITIATED ITEMS FOR A FUTURE STUDY

SESSION
None.
15D. CITY COUNCIL INITIATED ITEM — DISCUSSION REGARDING UNFUNDED

ACTUARIAL LIABILITY (UAL)
At the September 9, 2025, City Council meeting, Mayor Shawver requested that this item be agendized for discussion. Mayor Shawver is requesting to discuss the feasibility of staff providing the City Council with a status update on the City’s unfunded actuarial liability (UAL) status.

Presentation by Mayor Shawver.

Motion by Mayor Shawver to direct staff to provide the City Council with a status update on the City’s unfunded actuarial liability (UAL) status and to also obtain the financial obligations that the City would incur should it withdraw from the services of the Orange County Fire Authority (OCFA).

Motion/Second: Shawver/Warren
Motion carried by the following vote:

AYES: 4 (Barrios, Shawver, Taylor, and Warren)
NOES: None
ABSTAIN: 1 (Torres)
ABSENT: None
Motion carried:

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The City Council received consensus and directed staff to proceed with creation of a status update on the City’s unfunded actuarial liability (UAL) status, to obtain the financial obligations that the City would incur should it withdraw from the services of the Orange County Fire Authority (OCFA), and to bring this item back for City Council review at a future City Council.
15E. CITY COUNCIL INITIATED ITEM — DISCUSSION REGARDING CALIFORNIA PROPOSITION 50
At the September 9, 2025, City Council meeting, Mayor Shawver requested that this item be agendized for discussion. Mayor Shawver is requesting to discuss California Proposition 50.

Presentation by Mayor Shawver.

The item was opened for public comment.

No one appearing to speak, public comments were closed.

Motion by Mayor Shawver for the City to take a position in opposing Proposition 50.

Motion/Second: Shawver/Barrios
Motion carried by the following vote:

AYES: 2 (Barrios and Shawver)
NOES: 2 (Taylor and Torres)
ABSTAIN: 1 (Warren)
ABSENT: None
Motion failed.

Mayor Shawver requested for a revote.

Motion/Second: Shawver/Barrios
Motion carried by the following vote:

AYES: 2 (Barrios and Shawver)
NOES: 2 (Taylor and Torres)
ABSTAIN: 1 (Warren)
ABSENT: None
Motion failed.

16. ITEMS FROM CITY ATTORNEY/AGENCY COUNSEL/AUTHORITY COUNSEL None.

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17. ITEMS FROM CITY MANAGER/EXECUTIVE DIRECTOR
None.
17A. ORANGE COUNTY SHERIFF’S DEPARTMENT
At this time the Orange County Sheriff’s Department will provide the City Council with an update on their current operations.

Captain Ryan C. Pierce provided the City Council with an update on their current operations.

18. ADJOURNMENT Motion/Second: Shawver/
Motion carried at 8:11 p.m.

________________________________

MAYOR/CHAIRMAN
ATTEST:
________________________________

CITY CLERK/SECRETARY

CITY OF STANTON

REPORT TO CITY COUNCIL
TO: Honorable Mayor and Members of the City Council
DATE: October 14, 2025
SUBJECT: CONTINUANCE OF THE PROCLAMATION OF THE EXISTENCE OF A

LOCAL EMERGENCY CAUSED BY HOMELESSNESS CRISIS
REPORT IN BRIEF:

At its meeting of November 26, 2024, the City Council adopted a resolution proclaiming the existence of a local emergency. Based on the continuing impacts of homelessness on public health and safety within the City of Stanton, the City Council’s proclamation of the existence of a local emergency will continue until further notice.

RECOMMENDED ACTION:

2. Receive and file the report.

BACKGROUND AND ANALYSIS:

The City has seen an increase in its homeless population since 2019, despite significant allocation of resources and funds to combat homelessness in the City. This increase has been coupled with an increase in health and safety concerns, such as an increase in criminal activity, open-air drug use (fentanyl in particular), open fires, obscene/lewd acts in public, increase in vectors, and public defecation; individuals sleeping, camping, and storing personal property in a manner that obstructs access to the public right-of-way; interruption in the enjoyment and access to public facilities equally by all residents; and death, illness, injury and poor living conditions for those unable to find housing. In response to public health and safety concerns, at its meeting of November 26, 2024, the City Council adopted a resolution proclaiming the existence of a local emergency caused by the homelessness crisis (Attachment A).

Item: 9D
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Based on the continuing impacts of homelessness on public health and safety within the City of Stanton, and pursuant to the City’s police power, the City Council’s proclamation of the existence of a local emergency will continue until further notice. The City Council previously reviewed the proclamation at its meetings of January 14, 2025, March 11, 2025, June 10, 2025, July 8, 2025, and August 26, 2025.

• For the month of August 2025, City staff had at least 139 encounters with homeless individuals. Regarding offers of placement in shelters, out of 138 actions, 86% (118) resulted in homeless individuals declining shelter. The City continues to get numerous calls of concern and complaints from the following hotspot locations:
o Veteran’s Park
o Stanton Park
o Zuniga Park
o Tina Pacific

• On February 5, 2025, at approximately 12:22 a.m. there was a call for service to the Orange County Fire Authority regarding a fire at Tina Pacific. Crews responded and discovered a fire in two vacant units of a partially occupied four-plex.

Thankfully, there were no civilian or firefighter injuries. The two legitimate tenants were displaced by the fire as the four-plex was red-tagged. The four-plex was ultimately demolished.
• City staff continue to receive numerous calls regarding homeless individuals engaging in open-air drug use in front of multi-family housing units and commercial plazas.

FISCAL IMPACT:

The fiscal impact of declaring a local emergency is unknown at this time but it confers the powers required to provide an immediate, necessary response to the City’s homelessness crisis to protect all City residents and businesses.

ENVIRONMENTAL IMPACT:

The proposed actions are not subject to the California Environmental Quality Act (“Public Resources Code section 21000 et seq.) (“CEQA”) because they do not qualify as a “project” under CEQA. Section 15378 explicitly excludes from its definition of “project” the “organizational or administrative activities of governments that will not result in direct or indirect physical changes in the environment.” (State CEQA Guidelines, § 15378(b)(5).) This action would declare a continuing local emergency under the Stanton Municipal Code and continue to empower the director and assistant director of emergency services to direct the emergency organization of the City in response to the homeless crisis. This action is considered administrative because it will not result in a physical change in the environment, and therefore is not subject to CEQA.

Moreover, the action will not result in a direct or reasonably foreseeable physical change in the environment, and the activity is covered by the general rule that CEQA applies only to projects which have the potential for causing a significant effect on the environment.

PUBLIC NOTIFICATION:

Notification and advertisement were performed as prescribed by law.

STRATEGIC GOALS:

Goal 1. Provide a safe community.

Goal 2. Promote a strong local economy.

Goal 5. Maintain and promote a responsive, high quality and transparent government.

Prepared by: Hannah Shin-Heydorn, City Manager
Approved by: Hannah Shin-Heydorn, City Manager
ATTACHMENT:

A. Staff report from November 26, 2024, entitled, “Resolution finding and declaring a local emergency caused by homelessness crisis”.

CITY OF STANTON

REPORT TO CITY COUNCIL
TO: Honorable Mayor and Members of the City Council
DATE: November 26, 2024
SUBJECT: RESOLUTION FINDING AND DECLARING A LOCAL EMERGENCY

CAUSED BY HOMELESSNESS CRISIS
REPORT IN BRIEF:

Declaring a local emergency under the Stanton Municipal Code and the Government Code will provide the City Manager with additional powers as Director of Emergency Services in order to take necessary steps to address the homelessness crisis.

RECOMMENDED ACTIONS:

1. City Council declare the action to not be subject to CEQA pursuant to State CEQA Guidelines, section 15378(b)(5).); and

2. Adopt proposed Resolution No. 2024-40, entitled:
“RESOLUTION OF THE CITY COUNCIL OF THE CITY OF STANTON,

CALIFORNIA, PROCLAIMING THE EXISTENCE OF A LOCAL

EMERGENCY CAUSED BY CONDITIONS AND THREATENED

CONDITIONS OF HOMELESSNESS WITHIN THE CITY OF STANTON,

WHICH IF NOT CORRECTED, CONSTITUTES AN IMMINENT AND

PROXIMATE THREAT TO THE SAFETY OF PERSONS AND PROPERTY
IN THE CITY”.

Attachment: A
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BACKGROUND:

Like many other regions in California, the City of Stanton (“City”) has seen a rapid and troubling growth in homelessness in the City. The COVID-19 pandemic exacerbated this circumstance, which has been difficult to address given the high cost of housing and shortage of emergency, transitional, and affordable housing across the State.

The City’s Investments in Combating the Homelessness Crisis:

Independently, and in conjunction with the State’s directives to combat homelessness and address the housing crisis, the City has made significant investments in assisting its unhoused community. Additionally, the City is a member of the North Service Planning Area (“North SPA”), an organization of 14 cities in Orange County established in 2019 to combat homelessness in the region. The City’s investments include, but are not limited to the following activities, representing funding of over $15 million since 2017:
• Funding two full-time and one part-time Homeless Outreach Coordinator positions at the City, for a total cost since 2017 of just over $2 million; • Funding and welcoming three Project Homekey permanent supportive housing projects to the City, totaling 153 units, and connecting unhoused residents throughout the region to those units. The City’s contribution across the Project Homekey sites was $6 million, and was the first city in the State to open three sites in their jurisdiction;
• Funding two navigation centers in Buena Park and Placentia to provide safe and secure shelter housing as well as providing comprehensive programs and services. The City’s contribution to the centers during the first five years of operation has been approximately $660,000, and the City’s financial commitment in the next five years is estimated to be $2.5 million based on increased maintenance and operational costs;
• Funding the regional Homeless Outreach and Proactive Engagement (“HOPE”) Center of Orange County in the amount of $5 million and serving as their fiscal agent;
• Having the City Manager serve on the Board of the North SPA Collaborative; • Partnering with Illumination Foundation to expand shelter access in the region. The Illumination Foundation is an Orange County-based 501(c)(3) nonprofit dedicated to providing comprehensive services for the most vulnerable homeless population; • Providing bridge housing opportunities since 2020 at just over $150,000; • Providing transportation services; and
• Providing document retrieval assistance and funding to recover important documents, to connect homeless people with resources and employment.

Additionally, the City’s law enforcement and Public Safety staff spend a disproportionate amount of time and resources addressing the City’s homelessness crisis. This causes the City’s Public Safety staff to work overtime, increasing personnel costs to the City, and exacerbating delays in addressing other public safety matters. The City’s Public Safety Department collectively devotes one-third of their time on issues related to homelessness.

The City’s Homeless Population Increase Over Time, Despite Significant Investments Despite these significant efforts, the City’s homeless population has exponentially increased since 2019. According to the County’s 2024 Point in Time Count, the City has experienced a 138 percent increase in its unsheltered population from 2019 to 2024, and a 78 percent total increase in its homeless population (including both sheltered and unsheltered individuals). (See https://ceo.ocgov.com/sites/ceo/files/2024- 05/2024%20PIT%20Summary%20-%20FINAL%205.16.24.pdf.)
Table 1. City of Stanton Point in Time Homeless Count
2019 to 2024
In contrast, the County of Orange has experienced a much smaller 7 percent increase in its homeless population since 2019, and the North SPA has experienced a 17 percent increase in its homeless population since 2019.

Table 2. % Increase in Total Homelessness
2019 to 2024
The City’s homeless population ranks as the fifth largest homeless population within the North SPA even though, geographically, it is one of smallest cities within the area at only

3.1 square miles. Only significantly larger North SPA cities (Anaheim, Fullerton, Buena Park, and Orange) have a higher homeless count. Among all 34 Orange County cities, the City’s homeless population ranks as the 11th largest.

While the City has been able to successfully refer a small number of homeless individuals to the North SPA navigation centers in the Cities of Buena Park and Placentia, those centers are now at capacity. In 2024, the City has only been able to successfully refer 18 people to the two navigation centers for assistance. County-wide, only 1 out of every 12 homeless individuals are successfully connected to housing.

Additionally, many homeless individuals also struggle with substance use disorder and serious mental illness. These are in addition to other challenges that the City is not equipped to support without the combined forces of other political subdivisions to combat, such as Orange County Behavioral Health Services, and state and federal agencies.1 The graphic, below, gives a snapshot of just some the challenges that homeless adults in Orange County face.
1 2024 Point In Time Summary, County of Orange.

Table 3. Disabling Conditions Impacting Homeless Individuals These difficulties are exacerbated by the nationwide fentanyl crisis. According to a 2024 Orange County Sheriff’s Department report2, the leading cause of death among people experiencing homelessness is accidental, with the vast majority of accidental deaths caused by drug use with fentanyl. These numbers have increased steadily since 2018. In 2021, 7 out of 8 deaths among people experiencing homelessness in Stanton were accidental.3 From 2021 to 2022, the number of deaths among people experiencing homelessness in Stanton rose by 150 percent, from 8 reported deaths to 12.4 2 Report on 2022 Orange County Homeless Deaths, Sheriff-Coroner Homeless Death Review Committee. Orange County Sheriff’s Department. The report may be found at: https://www.ocsheriff.gov/sites/ocsd/files/2024- 04/2022%20Homeless%20Death%20Review%20Committee%20Report.pdf 3 Report on 2021 Orange County Homeless Deaths, Sheriff-Coroner Homeless Death Review Committee. Orange County Sheriff’s Department. The report may be found at: https://www.ocsheriff.gov/sites/ocsd/files/2023- 02/Homeless%20Death%20Review%20paper_FINAL.pdf
4 Report on 2022 Orange County Homeless Deaths, Sheriff-Coroner Homeless Death Review Committee. Orange County Sheriff’s Department.

The City must create multiple paths to address a complex and growing homelessness crisis. Like many California cities, Stanton has a continuing need for affordable, permanent housing, along with shelters and interim housing to be developed quickly to better transition people off the streets. The City also needs additional assistance from County, State, and federal agencies to address complex health and safety issues beyond the scope of its current staff and resources. Moreover, the City needs increased ability and resources to hire or contract critical roles, including candidates with specific expertise necessary to provide a critical response to the City’s homelessness crisis.

Declaring a local emergency would provide the City with greater flexibility, increased ability, and streamlined systems to address the City’s homelessness crisis with necessary urgency.

ANALYSIS/JUSTIFICATION:

Chapter 2.64 of the Stanton Municipal Code, “Emergency Organization and Functions,” allows the City Council to declare a local emergency on its own accord or at the request of the City Manager to provide for (1) the preparation and carrying out of plans for the protection of persons and property within the city in the event of an emergency; (2) the direction of the emergency organization; and (3) the coordination of the emergency functions of this city with all other public agencies, corporations, organizations, and affected private persons.

A “local emergency,” as defined under Section 2.64.020, means the actual or threatened existence of conditions of disaster or of extreme peril to the safety of persons and property within this city caused by such conditions as air pollution, fire, flood, storm, epidemic, riot, or earthquake, or other conditions which are or are likely to be beyond the control of the services, personnel, equipment, and facilities of the City, requiring the combined forces of other political subdivisions to combat.

When a “local emergency” is declared by the City Council, the City Manager, as Director of Emergency Services or the City, is granted additional power and authority related to the City’s response to the local emergency. The City Manager is empowered to:
• Control and direct the effort of the emergency organization of the City for the accomplishment of addressing the local emergency;
• Direct cooperation between and coordination of services and staff of the emergency organization of the City;
• Represent the City in all dealings with public or private agencies on matters pertaining to emergencies as defined in this chapter;
• Make and issue rules and regulations on matters reasonably related to the protection of life and property as affected by such emergency; provided, however, such rules and regulations must be confirmed at the earliest practical time by the City Council;
• Obtain vital supplies, equipment, and such other properties found lacking and needed for the protection of life and property on behalf of the City, and, if required immediately, to commandeer the same for public use;
• Require emergency services of any city officer or employee and to command the aid of as many citizens of this community as he/she deems necessary in the execution of his/her duties; such persons shall be entitled to all privileges, benefits, and immunities as are provided by state law for registered disaster service workers;
• Requisition necessary personnel or material of any city department or agency; • Execute all existing authority as City Manager and all special power conferred upon him/her by the City Council, by resolution, ordinance, or emergency plan; • Appoint an Assistant Director of Emergency Services, who shall, under the supervision of the Director and with the assistance of emergency service chiefs, develop emergency plans and manage the emergency programs of the City; and shall have such other powers and duties as may be assigned by the Director.

Additionally, the City Disaster Council is empowered to develop and recommend for approval to the City Council emergency and mutual aid plans and agreements, and any ordinances, resolutions, rules, and regulations necessary to implement such plans and agreements. The Disaster Council is comprised of the Mayor, City Manager, Assistant Director of Emergency Services, Chiefs of Emergency Services, and others appointed by the Director with the advice and consent of the City Council.

By declaring a local emergency, the City Manager, Disaster Council, and City Council will be able to provide an immediate, necessary response to the City’s homelessness crisis to protect all City residents. The City’s normal hiring and contracting processes may be expedited, and the City will be able to immediately allocate necessary resources and personnel to take emergency action.

In accordance with California Government Code, Section 8630(c), the emergency declaration requires the City Council to review the need for continuing the local emergency at least every 60 days until the City Council terminates the local emergency.

FISCAL IMPACT:

The report details over $15 million in funding that has been allocated to address issues related to homelessness, including outreach services, since 2017. This fiscal impact reflects those categories of expenditures that are easily tracked and coded to homelessness efforts and initiatives. The true amount the City has expended over the years to address issues related to homelessness would be significantly larger if all personnel activities and efforts were meticulously allocated.

ENVIRONMENTAL IMPACT:

The proposed actions are not subject to the California Environmental Quality Act (“Public Resources Code section 21000 et seq.) (“CEQA”) because they do not qualify as a “project” under CEQA. Section 15378 explicitly excludes from its definition of “project” the “organizational or administrative activities of governments that will not result in direct or indirect physical changes in the environment.” (State CEQA Guidelines, § 15378(b)(5).) This action would declare a local emergency under the Stanton Municipal Code and empower the director and assistant director of emergency services to direct the emergency organization of the City in response to the homeless crisis. This action is considered administrative because it will not result in a physical change in the environment, and therefore is not subject to CEQA.

Any permit that may be issued will be subject to its own CEQA analysis.

PUBLIC NOTIFICATION:

Notification and advertisement were performed as prescribed by law.

STRATEGIC PLAN OBJECTIVES ADDRESSED:

Obj. No. 1: Provie a safe community.

Obj. No. 2: Promote a strong local economy.

Obj. No. 5: Provide a high quality of life.

Obj. No. 6: Maintain and promote a responsive, high quality and transparent government.

Prepared by: Hannah Shin-Heydorn, City Manager
Reviewed by: James Wren, Director of Public Safety Services Reviewed by: HongDao Nguyen, City Attorney
Approved by: Hannah Shin-Heydorn, City Manager
Attachment:

A. Proposed Resolution No. 2024-40
Attachment “A”
RESOLUTION NO. 2024-40

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF STANTON, CALIFORNIA,

PROCLAIMING THE EXISTENCE OF A LOCAL EMERGENCY CAUSED BY

CONDITIONS AND THREATENED CONDITIONS OF HOMELESSNESS WITHIN THE

CITY OF STANTON, WHICH IF NOT CORRECTED, CONSTITUTES AN IMMINENT

AND PROXIMATE THREAT TO THE SAFETY OF PERSONS AND PROPERTY IN THE CITY

THE CITY COUNCIL OF THE CITY OF STANTON DOES HEREBY RESOLVE AS FOLLOWS:

WHEREAS, the City of Stanton “City” is a municipal corporation, duly organized under the constitution and laws of the State of California; and WHEREAS, California Government Code 8630, et seq., and Chapter 2.64 of Title 2 of the Stanton Municipal Code provide that the Stanton City Council (“City Council”) may proclaim local emergencies; and
WHEREAS, like many other regions in California, the City has seen a rapid and troubling growth in the homeless population of the City, a condition that has been difficult to address given the traditionally high cost of housing and property in the region, and the historic shortage of emergency, transitional, and affordable housing across the state; and WHEREAS, Executive Order N-1-24, signed by Governor Gavin Newsom on July 24, 2024, acknowledged the dire state of the homelessness crisis in California and ordered state agencies and departments to address encampments on state property. Moreover, the Executive Order ordered that local governments are encouraged to use all available resources and infrastructure, to take action with the urgency this crisis demands to humanely remove encampments from public spaces, prioritizing those encampments that most threaten the life, health, and safety of those in and around them; and WHEREAS, independently and in conjunction with the State’s directives to combat homelessness and address the housing crisis, the City has made significant investments in assisting its unhoused community. These investments include, but are not limited to:
creating and funding additional staff positions dedicated to homelessness outreach, funding and participating in regional outreach and navigation centers, expanding transportation services and shelter access in the region, and funding and welcoming three Project Homekey permanent supportive housing projects to the City totaling 153 units; and
WHEREAS, according to the City’s 2024 Point in Time Count, the City has experienced a 138 percent increase in its unsheltered population from 2019 to 2024, and a 78 percent total increase in its homeless population (including both sheltered and unsheltered individuals), despite the City’s significant investments in combating homelessness and assisting the unhoused community. In contrast, Orange County has experienced only a 7 percent increase in its homeless population since 2019, and surrounding cities have experienced significantly less homeless population growth; and WHEREAS, despite the City’s efforts to connect homeless individuals with regional assistance centers, the City has only been able to refer 18 people in the last 10 months to the regional Navigation Centers in Buena Park and Placentia due to overpopulation; and
WHEREAS, regional data shows that a significant percentage of unsheltered homeless individuals also suffer disproportionately from complex health issues, such as substance use disorder, serious mental illness, and physical disability, and require assistance from the City, Orange County Behavioral Health Services, and other local, state, and federal health agencies and nonprofit organizations to provide the necessary public services; and WHEREAS, the homelessness crisis confronting the City has grown both incrementally and exponentially, leading to death, illness, injury, and poor living conditions. According to the Orange County Sheriff’s Department Report of 2022 Orange County Homeless Deaths, 65 percent of deaths among people experiencing homelessness were caused by accidents, and the leading cause of accidental deaths is drug use with fentanyl. This is compared to 2019, when 46 percent of deaths among people experiencing homelessness were caused by accidents, and 2020, when 54 percent of deaths among people experiencing homelessness were caused by accidents, and 2021, when 59 percent of deaths among people experiencing homelessness were caused by accidents. Between 2021 and 2022, the number of deaths among people experiencing homelessness in Stanton has risen by 150 percent; and
WHEREAS, the displacement of the number of people living on the streets of the City today is a daily recurring emergency, constituting the actual or threatened existence of conditions of disaster or of extreme peril to the safety of persons and property in the City which are beyond the control of the services, personnel, equipment, and facilities of this city, and requires the combined forces of other political subdivisions to combat; and WHEREAS, notwithstanding the City’s continued commitment to addressing the homelessness crisis, including dedication of funding and investments into homelessness solutions, programs, and initiatives, an emergency declaration is necessary to mobilize resources, faster and with urgency, for the public health, welfare, and safety of all; and WHEREAS, the City’s ability to mobilize local resources, coordinate interagency response, accelerate procurement of housing units, use mutual aid, and seek assistance and potential reimbursement by the State and Federal governments will be critical to successfully responding to this homelessness crisis; and WHEREAS, during the pendency of the existence of a local emergency, the City Council shall retain its full authority to consider a variety of City ordinances to codify the measures necessary to address this homelessness crisis; and
WHEREAS, the benefits of this emergency declaration, coupled with past and future actions by the City Council to address the homelessness crisis, will help ensure that this local emergency will be of a temporary nature.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF STANTON, CALIFORNIA, DOES RESOLVE, DECLARE, DETERMINE, AND ORDER AS FOLLOWS:

SECTION 1: That the foregoing Recitals are true and correct and are incorporated herein by this reference.

SECTION 2: The City Council finds this Resolution is exempt from the California Environmental Quality Act (“CEQA”) pursuant to State CEQA Guidelines Section 15061(b)(3) in that the Resolution is not anticipated to result in a direct or reasonably foreseeable indirect physical change in the environment, nor will the Resolution have the potential for causing a significant effect on the environment. Additionally, the City Council finds that the proposed Resolution is not a “project” under State CEQA Guidelines Section 15378(b)(5), which excludes the “organizational or administrative activities of governments that will not result in direct or indirect physical changes in the environment,” as the Resolution is not anticipated to result in a direct or indirect physical change in the environment.

SECTION 3: Pursuant to California Government Code Section 8630 and Stanton Municipal Code sections 2.64.020 and 2.64.060(A)(1), the City Council hereby finds and proclaims the existence of a local emergency caused by conditions or threatened conditions of homelessness in Stanton, which, if not corrected, constitutes a threat to the safety of persons and property within the territorial limits of the City beyond the control of the services, personnel equipment, and facilities of the City, requiring the combined forces of other political subdivisions to combat.

SECTION 4: During the continued threatened existence and actual existence of the local emergency, the powers, functions and duties of the City Manager, as the Director of Emergency Services, the Assistant Director of Emergency Services, to be appointed by the Director, the Disaster Council of the City, and the emergency organization of the City shall be those prescribed by state law, by ordinances and resolutions of the City and approved by the City Council.

SECTION 5: The City Manager, as the Director of Emergency Services, is hereby authorized to furnish information, to enter into agreements, including, but not limited to, applications and agreements for grant funding, and to take all actions necessary to obtain emergency assistance from State and federal agencies to implement preventive measures to protect and preserve the City within the scope of the local emergency hereby declared, pursuant to the powers and duties prescribed under Chapter 2.64 of the Stanton Municipal Code. Pursuant to Section 2.64.090 of the Stanton Municipal Code, any expenditures made in connection with emergency activities, including mutual aid activities, shall be deemed conclusively to be for the direct protection and benefit of the inhabitants and property of the City.

SECTION 6: City staff are hereby directed to provide the City Council with a report of actions taken under this Resolution at the next practicable opportunity, and no less than on a monthly basis.

SECTION 7: The City shall coordinate its efforts to address this proclaimed emergency with the other local jurisdictions, the County of Orange, the State of California, and the federal government.

SECTION 8: Executive Order N-1-24, signed by Governor Gavin Newsom on July 24, 2024, acknowledged the dire state of the homelessness crisis in California and directed resources to state agencies and departments to address encampments. The City Council requests the Governor to proclaim a "state of emergency" to combat homelessness and direct resources to support the efforts of major cities in the State of California to address the problem, in furtherance and consistent with Executive Order N-1-24.

SECTION 9: This Proclamation of Emergency shall sunset on December 31, 2025, subject to being renewed. The setting of a specific time frame allows for actions to be taken to make permanent, necessary structural changes. Pursuant to California Government Code Section 8630, the City Council shall, by minute action, review the need for continuing the local emergency at least once every 60 days until it terminates the local emergency.

SECTION 10: Pursuant to Government Code section 3100, in protection of the health and safety and preservation of the lives and property of the people from emergencies which result in conditions of extreme peril to life, property and resources, all public employees are hereby declared disaster service workers subject to such disaster service activities as may be assigned to them by their superiors or by law.

SECTION 11: Severability. If any provision of this Resolution or the application thereof to any person or circumstance is held invalid, such invalidity shall not affect other provisions or applications, and to this end the provisions of this Resolution are declared to be severable.

SECTION 12: Effective Date. This Resolution shall become effective immediately. The City clerk shall attest and certify to the passage and adoption thereof.

PASSED, APPROVED, AND ADOPTED this 26th day of November, 2024. __________________________
DAVID J. SHAWVER, MAYOR
APPROVED AS TO FORM:
_____________________________________

HONGDAO NGUYEN, CITY ATTORNEY
ATTEST:

I, Patricia A. Vazquez, City Clerk of the City of Stanton, California DO HEREBY CERTIFY that the foregoing Resolution, being Resolution No. 2024-40 has been duly signed by the Mayor and attested by the City Clerk, all at a regular meeting of the Stanton City Council, held on November 26, 2024, and that the same was adopted, signed and approved by the following vote to wit:

AYES:

NOES:

ABSENT:

ABSTAIN:
_____________________________________
PATRICIA A. VAZQUEZ, CITY CLERK
1 CITY OF STANTON

REPORT TO THE CITY COUNCIL
TO: Honorable Mayor and Members of the City Council
DATE: October 14, 2025
SUBJECT: AUGUST 2025 INVESTMENT REPORT
REPORT IN BRIEF:

The Investment Report as of August 31, 2025, has been prepared in accordance with the City’s Investment Policy and California Government Code Section 53646.

RECOMMENDED ACTION:

2. Receive and file the Investment Report for the month of August 2025.

BACKGROUND:

Changes in the City’s cash and investment balances during the month of August are summarized below:

Between July 31, 2025, and August 31, 2025, the City’s total cash and investments increased by approximately $881,951.

The City’s cash and investment balances by fund type are presented in Attachment A.

The detail of investments by type that are managed by Chandler Asset Management, LLC (“Chandler”), of which staff determined provide a net advantage to the City, are presented in Attachment B.

Beginning Balance Net Change Ending Balance
Cash and Investment Accounts (Pooled-All Funds) $ 71,318,053.61 $ 839,592.17 $ 72,157,645.78 Cash (Non-Pooled) 5,242,239.49 42,359.28 5,284,598.77
Total Cash and Investments $ 76,560,293.10 $ 881,951.45 $ 77,442,244.55 Item: 9E
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2 ANALYSIS:

The monthly cash and investment report provides a summary of the cash and investment accounts held by the City as of the end of that month. In order to manage its cash and investments, the City combines cash resources from all funds into a single pool consisting of a variety of accounts and securities. The balance in the pooled cash account includes cash and certain liquid investments that are available to meet the City’s current cash needs. Cash in excess of the City’s current cash needs is invested in interest-bearing investments with various maturities.

As of August 31, 2025, the market value of the City’s total investment portfolio was $68.9 million, of which $29.4 million (43%) was invested in the State Local Agency Investment Fund (LAIF) and $39.9 million (57%) was managed by Chandler. Detailed information regarding the securities contained in the City’s investment portfolio is provided in Attachment B. As of August 31, 2025, City investments consisted of the following:

The City’s investment portfolio is well-diversified with investments spread across nine different security types. Likewise, the average maturity of the City’s portfolio (except for LAIF) is approximately 3.0 years, which is within the 3.5 years target in the City’s investment policy.

FISCAL IMPACT:

All deposits and investments have been made in accordance with the City's Fiscal Year 2025/26 Investment Policy. The portfolio will allow the City to meet its expenditure requirements for the next six months. Staff remains confident that the investment portfolio is currently positioned to remain secure and sufficiently liquid.

Investment Type
Market Value as of
August 31, 2026
Percentage of
Portfolio
Invested by
Type
Maximum
Percentage of
Portfolio
Permitted by
Investment
Policy In Compliance?
Managed by Chandler:

U.S. Treasury Notes $ 15,429,833.21 22.42% 100.00% Yes
Corporate Notes 10,125,252.24 14.02% 30.00% Yes
Federal Agency Securities 5,580,757.56 8.05% 100.00% Yes Asset Backed Securities 2,469,803.77 3.70% 20.00% Yes
Collateralized Mortgage Obligations 4,686,665.23 6.75% 20.00% Yes Supranational 1,104,393.65 1.59% 30.00% Yes
Municipal Bonds 406,275.28 0.58% 100.00% Yes
Money Market Fund/Cash 90,081.00 0.21% 20.00% Yes
Total Managed by Chandler (Attachment B) 39,893,061.94 57.31% Local Agency Investment Fund (LAIF) 29,399,152.04 42.69% 100.00% Yes Total Investments $ 68,872,834.09 100.00%
3 ENVIRONMENTAL IMPACT:

None.

LEGAL REVIEW:

None.

PUBLIC NOTIFICATION:

Through the normal agenda posting process.

STRATEGIC GOAL:

Goal 4. Ensure fiscal stability.

Prepared by: Sharon del Rosario, Finance Director
Approved by: Hannah Shin-Heydorn, City Manager

ATTACHMENTS:

A. Cash and Investments by Fund
B. Investment Portfolio
Fund/ Account
No. Fund/Account Name Beginning Balance Increases Decreases Ending Balance 101-various General Fund $ 40,213,223.01 $ 2,222,645.06 $ (2,432,895.99) $ 40,002,972.08 102-111101 General Fund (Transactions & Use Tax) (693,804.94) 364,575.63 - (329,229.31) 103-111101 PCTA Administration (15,410.13) - (3,375.10) (18,785.23) 104-111101 Public Benefit Fees Fund 2,396,356.14 75,000.000 - 2,471,356.14 105-111101 Beautification Fees Fund 240,000.00 316,455.700 - 556,455.70 106-111101 Neighborhood Preservation Fees Fund 114,000.00 50,000.000 - 164,000.00 107-111101 Cannabis Community Benefit Fees Fund 252,049.05 4,789.07 (4,403.24) 252,434.88 210-111101 Certified Access Specialists (CASP) Program Fund 78,983.22 - - 78,983.22 211-111101 Gas Tax Fund 2,617,418.22 100,317.95 (38,438.46) 2,679,297.71 215-111101 Road Maintenance and Rehabilitation Act (RMRA) Fund 1,233,687.26 101,620.13 - 1,335,307.39 220-111101 Measure M Fund 838,868.00 - - 838,868.00
221-111101 Community Development Block Grant-CV (CDBG-CV) Fund 55,597.98 74,788.760 - 130,386.74 222-111101 Community Development Block Grant Fund 210,079.27 - - 210,079.27 224-111101 Lighting Maintenance 1919 Act Fund 1,544,307.61 7,184.56 (13,385.56) 1,538,106.61 225-111101 Lighting/Median Maintenance 1972 Act Fund 677,610.23 - (26,050.84) 651,559.39 226-111101 Air Quality Improvement Fund 201,937.16 - - 201,937.16 227-111101 Other Grants Fund (392,058.10) - (6,907.91) (398,966.01) 242-111101 Supplemental Law Enforcement Grant Fund 267,176.42 - (16,250.00) 250,926.42 245-111101 Justice Assistance Grant (JAG) Grant Fund (552.30) 193,481.47 (49,206.82) 143,722.35 250-111101 Families and Communities Together (FaCT) Grant Fund (15,467.20) 1,506.08 (50,009.82) (63,970.94) 251-111101 Senior Transportation Fund 155,654.24 - (1,936.42) 153,717.82 261-111101 Street Impact Fees Fund 272,515.02 23,548.00 - 296,063.02 262-111101 Traffic Signal Impact Fee 35,361.59 5,266.00 - 40,627.59 263-111101 Community Center Impact Fees Fund 302,673.83 17,110.00 - 319,783.83 264-111101 Police Services Impact Fees Fund 273,588.63 15,486.00 - 289,074.63 271-111101 Public Safety Task Force Fund (City Funds) 99,428.14 - (9,075.65) 90,352.49 280-111101 Stanton Central Park Maintenance Fund - - - - 285-various Stanton Housing Authority Fund 7,243,008.68 4,805.00 (43,959.92) 7,203,853.76 305-111101 Capital Projects Fund 587,839.67 - (719,359.91) (131,520.24) 310-111101 Park and Recreation Facilities Fund 3,155,823.51 604,398.87 - 3,760,222.38 501-111101 Sewer Maintenance Fund 8,630,236.99 29,877.52 (139,465.34) 8,520,649.17 502-111101 Sewer Capital Improvement Fund 15,717.21 - - 15,717.21 602-111101 Workers' Compensation Fund 778,161.48 8,726.67 (8,869.36) 778,018.79 603-111101 Liability Risk Management Fund (304,890.98) 44,959.59 (2,729.00) (262,660.39) 604-111101 Employee Benefits Fund (426,585.29) 180,228.54 (44,584.50) (290,941.25) 605-111101 Fleet Maintenance Fund 614,255.34 15,194.34 (13,389.93) 616,059.75

CITY OF STANTON

CASH AND INVESTMENTS REPORT
MONTH ENDED AUGUST 31, 2025
Attachment: A
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Fund/ Account
No. Fund/Account Name Beginning Balance Increases Decreases Ending Balance

CITY OF STANTON

CASH AND INVESTMENTS REPORT
MONTH ENDED AUGUST 31, 2025
801-111101 Developer Deposits Fund 61,264.65 2,000.00 (79.00) 63,185.65 Total Pooled Cash and Investments(1) $ 71,318,053.61 $ 4,463,964.94 $ (3,624,372.77) $ 72,157,645.78 Less: Investments(1) $ (68,872,834.09) $ (422,747.43) $ 3,367.56 $ (69,292,213.96) Cash - BMO Bank General Checking Account $ 2,445,219.52 $ 4,041,217.51 $ (3,621,005.21) $ 2,865,431.82

CASH-NON-POOLED
xxx-111103 Payroll Account $ - $ 314,767.69 $ (314,767.69) $ - 101-111109 Flexible Spending/AFLAC 3,713.68 - (228.36) 3,485.32 101-111505 Petty Cash 600.00 - - 600.00
285-111403 Cash with Property Management Company (QMG) 37,394.51 13,344.95 - 50,739.46 604-111404 Cash with Fiscal Agent (PARS) (2)
5,200,531.30 31,799.04 (2,556.35) 5,229,773.99
Total Cash-Non-Pooled $ 5,242,239.49 $ 359,911.68 $ (317,552.40) $ 5,284,598.77

INVESTMENTS
POOLED ALL FUNDS $ 68,872,834.09 $ 422,747.43 $ (3,367.56) $ 69,292,213.96 Total Investments (3) $ 68,872,834.09 $ 422,747.43 $ (3,367.56) $ 69,292,213.96 TOTAL CASH AND INVESTMENTS $ 76,560,293.10 $ 4,823,876.62 $ (3,941,925.17) $ 77,442,244.55 Notes:
(3) - Additional information regarding the City's investments is included in Attachment B. (1) - Pooled cash includes: City's general checking and safekeeping accounts with BMO Harris Bank, the City's Local Agency Investment Fund (LAIF) account, the Housing Authority's LAIF account, and the City's investment portfolio account with Chandler Asset Management. (2) - The Public Agency Retirement Services (PARS) account is an irrevocable trust that can be used for pension and other post employment benefits only. This fund is excluded from the compliance requirements set forth in the City's investment policy.

MONTHLY ACCOUNT STATEMENT
City of Stanton | Account #10991 | As of August 31, 2025 CHANDLER ASSET MANAGEMENT | chandlerasset.com
Information contained herein is confidential. We urge you to compare this statement to the one you receive from your qualified custodian. Please see Important Disclosures at the end of the statement.

Chandler Team:

For questions about your account, please call (800) 317-4747, or contact [email protected]
Custodian:

US Bank
Attachment: B
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PORTFOLIO SUMMARY
Portfolio Characteristics
Sector Allocation
Performance Review
Account Summary
Maturity Distribution
Top Issuers
Credit Quality (S&P)
Total Rate of Return** 1M 3M YTD 1YR 2YRS 3YRS 5YRS 10YRS Since Inception (12/01/22)
City of Stanton 1.07% 1.79% 4.65% 4.80% 5.62% -- -- -- 4.83% Benchmark Return 1.05% 1.65% 4.32% 4.43% 5.28% -- -- -- 4.41% Average Modified Duration 2.55
Average Coupon 4.00%
Average Purchase YTM 4.33%
Average Market YTM 3.84%
Average Credit Quality* AA
Average Final Maturity 2.96
Average Life 2.62
End Values as of
07/31/2025
End Values as of
08/31/2025
Market Value 39,473,682.05 39,893,061.92
Accrued Interest 292,934.66 295,228.99
Total Market Value 39,766,616.72 40,188,290.91
Income Earned 130,080.37 102,310.97
Cont/WD 0.00 0.00
Par 39,517,612.81 39,628,324.58
Book Value 38,943,535.07 39,101,519.58
Cost Value 38,943,535.07 39,101,519.58
Government of The United States 38.68%
FHLMC 11.75%
Farm Credit System 8.66%
Federal Home Loan Banks 3.73%
Toyota Motor Corporation 2.00%
FNMA 1.60%
Bank of America Corporation 1.58%
JPMorgan Chase & Co. 1.39%
**Periods over 1 year are annualized.

Benchmark: ICE BofA 1-5 Year Unsubordinated US Treasury & Agency Index Secondary Benchmark:
*The average credit quality is a weighted average calculation of the highest of S&P, Moody’s and Fitch.

STATEMENT OF COMPLIANCE
Rules Name Limit Actual Compliance
Status Notes

AGENCY MORTGAGE SECURITIES (CMOS)
Max % (MV) 100.0 11.7 Compliant
Max % Issuer (MV) 25.0 11.7 Compliant
Max Maturity (Years) 5.0 3.7 Compliant

ASSET-BACKED SECURITIES (ABS)
Max % (MV; Non Agency ABS & MBS) 20.0 6.2 Compliant
Max % Issuer (MV) 5.0 0.9 Compliant
Max Maturity (Years) 5 4 Compliant
Min Rating (AA- by 1) 0.0 0.0 Compliant

BANKERS' ACCEPTANCES
Max % (MV) 40.0 0.0 Compliant
Max % Issuer (MV) 5.0 0.0 Compliant
Max Maturity (Days) 180 0.0 Compliant
Min Rating (A-1 by 1 or A- by 1) 0.0 0.0 Compliant

CERTIFICATE OF DEPOSIT PLACEMENT SERVICE (CDARS)
Max % (MV) 30.0 0.0 Compliant
Max Maturity (Years) 5.0 0.0 Compliant

COLLATERALIZED BANK DEPOSITS
Max Maturity (Years) 5.0 0.0 Compliant

COLLATERALIZED TIME DEPOSITS (NON-NEGOTIABLE
CD/TD)
Max % (MV) 20.0 0.0 Compliant
Max % Issuer (MV) 5.0 0.0 Compliant
Max Maturity (Years) 5.0 0.0 Compliant

COMMERCIAL PAPER
Max % (MV) 25.0 0.0 Compliant
Max % Issuer (MV) 5.0 0.0 Compliant
Max Maturity (Days) 270 0.0 Compliant
Min Rating (A-1 by 1 or A- by 1) 0.0 0.0 Compliant

CORPORATE MEDIUM TERM NOTES
Max % (MV) 30.0 25.4 Compliant
Max % Issuer (MV) 5.0 2.0 Compliant
Max Maturity (Years) 5 4 Compliant
Min Rating (A- by 1) 0.0 0.0 Compliant
CONFIDENTIAL | 4
City of Stanton | Account #10991 | As of August 31, 2025 Execution Time: 09/03/2025 11:03:37 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

STATEMENT OF COMPLIANCE
Rules Name Limit Actual Compliance
Status Notes

FDIC INSURED TIME DEPOSITS (NON-NEGOTIABLE CD/
TD)
Max % (MV) 20.0 0.0 Compliant
Max Maturity (Years)5 0.0 Compliant

FEDERAL AGENCIES
Max % (MV) 100.0 14.0 Compliant
Max % Issuer (MV) 25.0 8.7 Compliant
Max Callables (MV) 20.0 0.0 Compliant
Max Maturity (Years)53 Compliant

LOCAL AGENCY INVESTMENT FUND (LAIF)
Max Concentration (MV) 75.0 0.0 Compliant

MONEY MARKET MUTUAL FUNDS
Max % (MV) 20.0 0.2 Compliant
Max % Issuer (MV) 20.0 0.2 Compliant
Min Rating (AAA by 2) 0.0 0.0 Compliant

MORTGAGE-BACKED SECURITIES (NON-AGENCY)
Max % (MV) 20.0 0.0 Compliant
Max % Issuer (MV) 5.0 0.0 Compliant
Max Maturity (Years) 5.0 0.0 Compliant
Min Rating (AA- by 1) 0.0 0.0 Compliant

MUNICIPAL SECURITIES (CA, LOCAL AGENCY)
Max % (MV) 30.0 1.0 Compliant
Max % Issuer (MV) 5.0 1.0 Compliant
Max Maturity (Years)53 Compliant
Min Rating (A- by 1) 0.0 0.0 Compliant

MUNICIPAL SECURITIES (CA, OTHER STATES)
Max % (MV) 30.0 0.0 Compliant
Max % Issuer (MV) 5.0 0.0 Compliant
Max Maturity (Years)5 0.0 Compliant
Min Rating (A- by 1) 0.0 0.0 Compliant

NEGOTIABLE CERTIFICATES OF DEPOSIT (NCD)
Max % (MV) 30.0 0.0 Compliant
Max % Issuer (MV) 5.0 0.0 Compliant
Max Maturity (Years)5 0.0 Compliant
CONFIDENTIAL | 5
City of Stanton | Account #10991 | As of August 31, 2025 Execution Time: 09/03/2025 11:03:37 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

STATEMENT OF COMPLIANCE
Rules Name Limit Actual Compliance
Status Notes
Min Rating (A-1 by 1 or A- by 1 if > FDIC Limit) 0.0 0.0 Compliant

SUPRANATIONAL OBLIGATIONS
Max % (MV) 30.0 2.8 Compliant
Max % Issuer (MV) 10.0 1.2 Compliant
Max Maturity (Years) 5 4 Compliant
Min Rating (AA- by 1) 0.0 0.0 Compliant
U.S. TREASURIES
Max % (MV) 100.0 38.7 Compliant
Max Maturity (Years) 5 4 Compliant
CONFIDENTIAL | 6
City of Stanton | Account #10991 | As of August 31, 2025 Execution Time: 09/03/2025 11:03:37 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

RECONCILIATION SUMMARY
Accrual Activity Summary
Fair Market Activity Summary
Month to Date Fiscal Year to Date
(07/01/2025)
Beginning Book Value 38,943,535.07 38,749,318.46
Maturities/Calls 0.00 (550,000.00)
Principal Paydowns (85,704.12) (167,822.38)
Purchases 1,088,709.22 2,831,250.25
Sales (906,356.02) (1,825,602.79)
Change in Cash, Payables, Receivables 28,801.95 29,396.28 Amortization/Accretion 0.00 0.00
Realized Gain (Loss) 32,533.47 34,979.76
Ending Book Value 39,101,519.58 39,101,519.58
Month to Date Fiscal Year to Date
(07/01/2025)
Beginning Market Value 39,473,682.05 39,439,336.53
Maturities/Calls 0.00 (550,000.00)
Principal Paydowns (85,704.12) (167,822.38)
Purchases 1,088,709.22 2,831,250.25
Sales (906,356.02) (1,825,602.79)
Change in Cash, Payables, Receivables 28,801.95 29,396.28 Amortization/Accretion 0.00 0.00
Change in Net Unrealized Gain (Loss) 261,395.37 101,524.27 Realized Gain (Loss) 32,533.47 34,979.76
Ending Market Value 39,893,061.92 39,893,061.92
Maturities / Calls
Month to Date 0.00
Fiscal Year to Date (550,000.00)
Principal Paydowns
Month to Date (85,704.12)
Fiscal Year to Date (167,822.38)
Purchases
Month to Date 1,088,709.22
Fiscal Year to Date 2,831,250.25
Sales
Month to Date (906,356.02)
Fiscal Year to Date (1,825,602.79)
Interest Received
Month to Date 99,609.54
Fiscal Year to Date 295,723.19
Purchased / Sold Interest
Month to Date 407.10
Fiscal Year to Date (1,172.38)
CONFIDENTIAL | 7
City of Stanton | Account #10991 | As of August 31, 2025 Execution Time: 09/03/2025 11:03:37 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

HOLDINGS REPORT
Cusip Security Description Par Value/
Units
Purchase Date
Purchase Yield
Cost Value
Book Value
Mkt Price
Mkt YTM
Market Value
Accrued Int.
% of Port.

Gain/Loss
Moody's/
S&P/
Fitch
Maturity
Duration
ABS
43815PAC3 HAROT 2022-2 A3 3.73
07/20/2026 35,096.03 09/21/20224.08%
34,657.33
34,657.33

99.92 4.49%
35,068.75

47.27 0.09%
411.43
NA/AAA
AAA

0.88 0.11
89238FAD5 TAOT 2022-B A3 2.93
09/15/2026 24,624.24 09/13/20223.53%
24,075.96
24,075.96

99.86 4.83%
24,589.81

32.07 0.06%
513.84
Aaa/AAA
NA

1.04 0.07
47800BAC2 JDOT 2022-C A3 5.09
06/15/2027 33,864.30 10/12/20225.09%
33,861.67
33,861.67
100.31

4.29%
33,969.87

76.61 0.09%
108.19
Aaa/NA
AAA

1.79 0.36
58770JAD6 MBALT 2024-A A3 5.32
01/18/2028 70,000.00 05/17/20245.32%
69,991.81
69,991.81
101.19

4.17%
70,831.01
165.51

0.18%
839.20
Aaa/NA
AAA

2.38 0.98
44933XAD9 HART 2023-B A3 5.48
04/17/2028 372,792.13 07/11/20245.27%
374,787.15
374,787.15
100.73

4.20%
375,524.14
907.96

0.94%
736.99
NA/AAA
AAA

2.63 0.54
47787CAC7 JDOT 2023-C A3 5.48
05/15/2028 255,626.24 12/05/20235.08%
258,282.36
258,282.36
100.98

4.05%
258,141.68
622.59

0.65%
(140.68)
Aaa/NA
AAA

2.71 0.66
096912AD2 BMWLT 2025-1 A3 4.43
06/26/2028 100,000.00 06/03/20254.43%
99,997.80
99,997.80
100.75

4.00%
100,750.31

73.83 0.25%
752.51
NA/AAA
AAA

2.82 1.60
161571HT4 CHAIT 2023-1 A 5.16 09/15/2028 280,000.00 09/07/2023

5.23%
279,922.38
279,922.38
101.14

4.07%
283,189.62
642.13

0.71%
3,267.24
NA/AAA
AAA

3.04 0.99
448973AD9 HART 2024-A A3 4.99
02/15/2029 85,000.00 03/11/20245.00%
84,981.26
84,981.26
100.95

4.09%
85,810.92
188.51

0.22%
829.66
NA/AAA
AAA

3.46 1.00
096919AD7 BMWOT 2024-A A3 5.18
02/26/2029 120,000.00 06/04/20245.18%
119,981.77
119,981.77
101.13

4.06%
121,360.48
103.60

0.30%
1,378.71
Aaa/AAA
NA

3.49 0.96
47786WAD2 JDOT 2024-B A3 5.2 03/15/2029 65,000.00 06/11/2024

5.20%
64,987.29
64,987.29
101.59

4.10%
66,033.01
150.22

0.17%
1,045.72
Aaa/NA
AAA

3.54 1.36
02582JKH2 AMXCA 2024-1 A 5.23
04/16/2029 110,000.00 04/16/2024

5.23%
109,977.45
109,977.45
102.03

3.97%
112,233.45
255.69

0.28%
2,256.00
NA/AAA
AAA

3.62 1.52
05522RDJ4 BACCT 2024-1 A 4.93
05/15/2029 135,000.00 06/06/20244.93%
134,992.43
134,992.43
101.64

3.97%
137,209.80
295.80

0.34%
2,217.37
Aaa/AAA
NA

3.70 1.60
89239TAD4 TAOT 2024-D A3 4.4 06/15/2029 120,000.00 10/10/2024

4.40%
119,993.30
119,993.30
100.54

4.05%
120,643.36
234.67

0.30%
650.06
Aaa/AAA
NA

3.79 1.37
47800DAD6 JDOT 2025 A3 4.23 09/17/2029 185,000.00 03/04/2025

4.23%
184,988.36
184,988.36
100.54

3.99%
185,991.64
347.80

0.47%
1,003.28
Aaa/NA
AAA

4.05 1.90
92970QAE5 WFCIT 2024-2 A 4.29
10/15/2029 210,000.00 10/17/20244.29%
209,968.79
209,968.79
100.85

3.91%
211,777.80
400.40

0.53%
1,809.01
Aaa/AAA
NA

4.12 1.99
437921AD1 HAROT 252 A3 4.15 10/15/2029 125,000.00 04/29/2025

4.15%
124,986.04
124,986.04
100.50

3.92%
125,630.43
230.56

0.31%
644.39
Aaa/NA
AAA

HOLDINGS REPORT
Cusip Security Description Par Value/
Units
Purchase Date
Purchase Yield
Cost Value
Book Value
Mkt Price
Mkt YTM
Market Value
Accrued Int.
% of Port.

Gain/Loss
Moody's/
S&P/
Fitch
Maturity
Duration
89231HAD8 TAOT 2025-B A3 4.34
11/15/2029 120,000.00 04/24/20254.34%
119,993.12
119,993.12
100.87

3.89%
121,047.71
231.47

0.30%
1,054.59
NA/AAA
AAA

4.21 1.78
Total ABS 2,447,002.94 4.83%
2,450,426.27
2,450,426.27
100.93

4.06%
2,469,803.77
5,006.68

6.19%
19,377.49

3.28 1.20
AGENCY
3133ERKR1

FEDERAL FARM CREDIT
BANKS FUNDING CORP 4.625
07/10/2026
650,000.00 07/19/2024

4.54%
650,981.50
650,981.50
100.56

3.94%
653,661.02
4,258.85

1.64%
2,679.52
Aa1/AA+
AA+

0.86 0.83
3135G0Q22 FEDERAL NATIONAL MORTGAGE
ASSOCIATION 1.875 09/24/2026 650,000.00 09/14/2022

3.73%
605,208.50
605,208.50

97.90 3.92%
636,327.72
5,315.10

1.60%
31,119.22
Aa1/AA+
AA+

1.07 1.03
3133ERFJ5 FEDERAL FARM CREDIT BANKS
FUNDING CORP 4.5 05/20/2027 450,000.00 05/23/20244.80%
446,330.25
446,330.25
101.27

3.73%
455,718.15
5,681.25

1.14%
9,387.90
Aa1/AA+
AA+

1.72 1.62
3133ERMB4 FEDERAL FARM CREDIT BANKS
FUNDING CORP 4.25 07/23/2027 650,000.00 07/18/20244.26% 649,798.50
649,798.50
100.95

3.72%
656,180.95
2,915.97

1.64%
6,382.45
Aa1/AA+
AA+

1.89 1.80
3130ATS57 FEDERAL HOME LOAN BANKS 4.5
03/10/2028 500,000.00 03/22/20234.04%
510,315.00
510,315.00
102.11

3.62%
510,549.20
10,687.50

1.28%
234.20
Aa1/AA+
AA+

2.53 2.32
3133EPGW9

FEDERAL FARM CREDIT
BANKS FUNDING CORP 3.875
04/25/2028
250,000.00 04/24/2023

3.76%
251,255.00
251,255.00
100.48

3.68%
251,187.65
3,390.63

0.63%
(67.35)
Aa1/AA+
AA+

2.65 2.46
3130AWTR1 FEDERAL HOME LOAN BANKS

4.375 09/08/2028 300,000.00 09/13/20234.48%
298,555.11
298,555.11
102.17

3.61%
306,502.51
6,307.29

0.77%
7,947.40
Aa1/AA+
AA+

3.02 2.75
3133EPWK7 FEDERAL FARM CREDIT BANKS
FUNDING CORP 4.5 09/22/2028 500,000.00 09/25/2023

4.67%
496,185.00
496,185.00
102.40

3.66%
512,000.39
9,937.50

1.28%
15,815.39
Aa1/AA+
AA+

3.06 2.79
3130AXQK7 FEDERAL HOME LOAN BANKS

4.75 12/08/2028 650,000.00 12/07/20234.18%
666,646.50
666,646.50
103.38

3.64%
671,971.03
7,118.40

1.68%
5,324.53
Aa1/AA+
AA+

3.27 2.98
3133ERAK7

FEDERAL FARM CREDIT
BANKS FUNDING CORP 4.375
04/10/2029
400,000.00 04/08/2024

4.48%
398,068.00
398,068.00
102.49

3.63%
409,959.10
6,854.17

1.03%
11,891.10
Aa1/AA+
AA+

3.61 3.26
3133ERDH1 FEDERAL FARM CREDIT BANKS
FUNDING CORP 4.75 04/30/2029 500,000.00 05/08/20244.55% 504,355.00
504,355.00
103.34

3.76%
516,699.85
7,982.64

1.30%
12,344.85
Aa1/AA+
AA+

3.66 3.30
Total Agency 5,500,000.00 4.32%
5,477,698.36
5,477,698.36
101.49

3.74%
5,580,757.56
70,449.31

13.99%
103,059.20

2.38 2.19

HOLDINGS REPORT
Cusip Security Description Par Value/
Units
Purchase Date
Purchase Yield
Cost Value
Book Value
Mkt Price
Mkt YTM
Market Value
Accrued Int.
% of Port.

Gain/Loss
Moody's/
S&P/
Fitch
Maturity
Duration
3137BTUM1 FHMS K-061 A2 3.347
11/25/2026 335,581.51 09/22/20224.23%
323,534.66
323,534.66

98.81 4.25%
331,583.86
935.99

0.83%
8,049.20
Aa1/AA+
AAA

1.24 1.11
3137BVZ82 FHMS K-063 A2 3.43 01/25/2027 350,000.00 09/13/2022

3.97%
342,412.11
342,412.11

99.06 4.05%
346,716.09
1,000.42

0.87%
4,303.98
Aa1/AA+
AAA

1.40 1.21
3137F2LJ3 FHMS K-066 A2 3.117
06/25/2027 350,000.00 09/13/20223.97%
337,640.63
337,640.63

98.51 3.96%
344,770.51
909.13

0.86%
7,129.88
Aa1/AA+
AAA

1.82 1.58
3137FAWS3 FHMS K-067 A2 3.194
07/25/2027 310,000.00 09/22/2022

4.28%
295,856.25
295,856.25

98.57 3.91%
305,566.13
825.12

0.77%
9,709.88
Aaa/AA+
AA+

1.90 1.76
3137FBU79 FHMS K-069 A2 3.187
09/25/2027 488,989.37 05/18/20234.13%
469,716.31
469,716.31

98.50 3.89%
481,666.07
1,298.67

1.21%
11,949.76
Aa1/AAA
AA+

2.07 1.91
3137FG6X8 FHMS K-077 A2 3.85 05/25/2028 510,000.00 05/24/2023

4.65%
500,636.72
500,636.72

99.72 3.89%
508,575.52
1,636.25

1.27%
7,938.80
Aa1/AA+
AAA

2.73 2.47
3137FKSH0 FHMS K-086 A2 3.859
11/25/2028 500,000.00 07/18/20244.47%
486,640.63
486,640.63

99.75 3.89%
498,752.80
1,607.92

1.25%
12,112.17
Aaa/AA+
AA+

3.24 2.95
3137FKUP9 FHMS K-087 A2 3.771
12/25/2028 400,000.00 06/05/20244.64%
384,812.50
384,812.50

99.49 3.89%
397,952.96
1,257.00

1.00%
13,140.46
Aa1/AAA
AA+

3.32 2.90
3137H5YC5 FHMS K-748 A2 2.26 01/25/2029 525,000.00 10/17/2024

4.18%
485,030.27
485,030.27

94.75 3.94%
497,425.90
988.75

1.25%
12,395.63
Aa1/AA+
AAA

3.40 3.13
3137FLMV3 FHMS K-090 A2 3.422
02/25/2029 400,000.00 07/08/20244.57%
380,031.25
380,031.25

98.34 3.90%
393,348.24
1,140.67

0.99%
13,316.99
Aa1/AAA
AA+

3.49 3.17
3137FLYV0 FHMS K-092 A2 3.298
04/25/2029 250,000.00 05/30/20244.85%
232,578.13
232,578.13

97.81 3.92%
244,523.03
687.08

0.61%
11,944.90
Aa1/AA+
AAA

3.65 3.31
3137FMCR1 FHMS K-093 A2 2.982
05/25/2029 346,669.76 09/19/20243.76%
334,455.07
334,455.07

96.86 3.92%
335,784.12
861.47

0.84%
1,329.05
Aa1/AA+
AAA

3.73 3.26
Total Agency CMBS 4,766,240.64 4.31%
4,573,344.53
4,573,344.53

98.35 3.94%
4,686,665.23
13,148.47

11.75%
113,320.69

2.70 2.43
CASH
CCYUSD Receivable 29,867.48 -- 29,867.48
29,867.48

1.00 0.00%
29,867.48

0.00 0.07%

0.00 Aaa/AAA
AAA

0.00 0.00
Total Cash 29,867.48
29,867.48
29,867.48

1.00 0.00%
29,867.48

0.00 0.07%

0.00 0.00

0.00 CORPORATE
24422EWJ4 JOHN DEERE CAPITAL CORP 4.05
09/08/2025 125,000.00 09/21/20224.36%
123,933.75
123,933.75

99.99 4.49%
124,989.01
2,432.81

0.31%
1,055.26
A1/A
A+

HOLDINGS REPORT
Cusip Security Description Par Value/
Units
Purchase Date
Purchase Yield
Cost Value
Book Value
Mkt Price
Mkt YTM
Market Value
Accrued Int.
% of Port.

Gain/Loss
Moody's/
S&P/
Fitch
Maturity
Duration
713448FQ6 PEPSICO INC 4.55 02/13/2026 65,000.00 02/13/2023

4.57%
64,962.30
64,962.30
100.06

4.41%
65,036.75
147.88

0.16%

74.45 A1/A+
NA

0.45 0.36
74340XBK6 PROLOGIS LP 3.25 10/01/2026 250,000.00 09/14/2022

4.30%
240,397.50
240,397.50

99.14 4.07%
247,856.77
3,385.42

0.62%
7,459.27
A2/A
NA

1.08 1.04
26442CAS3 DUKE ENERGY CAROLINAS LLC

2.95 12/01/2026 250,000.00 09/16/20224.31%
237,035.00
237,035.00

98.80 3.95%
246,990.91
1,843.75

0.62%
9,955.91
Aa3/A
NA

1.25 1.20
17275RBQ4 CISCO SYSTEMS INC 4.8
02/26/2027 300,000.00 07/08/20244.74%
300,429.00
300,429.00
101.25

3.92%
303,756.26
200.00

0.76%
3,327.26
A1/AANA1.49

1.34 857477CL5 STATE STREET CORP 4.993
03/18/2027 300,000.00 03/13/2024

4.99%
300,000.00
300,000.00
101.55

3.95%
304,635.21
6,782.16

0.76%
4,635.21
Aa3/A
AA1.541.37
46647PCB0 JPMORGAN CHASE & CO 1.578
04/22/2027 250,000.00 09/15/20225.37%
221,377.50
221,377.50

98.28 4.89%
245,710.60
1,413.63

0.62%
24,333.10
A1/A
AA1.640.62
91324PEG3 UNITEDHEALTH GROUP INC 3.7
05/15/2027 250,000.00 09/13/20224.21%
244,607.50
244,607.50

99.43 4.05%
248,579.16
2,723.61

0.62%
3,971.66
A2/A+
A

1.70 1.62
61747YEC5 MORGAN STANLEY 1.512
07/20/2027 250,000.00 09/15/20225.32%
219,305.00
219,305.00

97.53 4.83%
243,816.08
430.50

0.61%
24,511.08
A1/AA+1.88

0.86 06051GJS9 BANK OF AMERICA CORP 1.734
07/22/2027 250,000.00 09/15/20225.49%
219,722.50
219,722.50

97.72 4.88%
244,297.35
469.63

0.61%
24,574.85
A1/AAA1.89

0.87 09290DAH4 BLACKROCK INC 4.6 07/26/2027 475,000.00 07/18/2024

4.57%
475,408.50
475,408.50
101.25

3.91%
480,957.71
2,124.31

1.21%
5,549.21
Aa3/AANA1.90

1.72 14913R3A3 CATERPILLAR FINANCIAL
SERVICES CORP 3.6 08/12/2027 250,000.00 09/13/20224.27% 242,635.00
242,635.00

99.42 3.91%
248,554.71
475.00

0.62%
5,919.71
A2/A
A+

1.95 1.86
023135BC9 AMAZON.COM INC 3.15
08/22/2027 250,000.00 09/14/20224.17%
238,730.00
238,730.00

98.71 3.83%
246,785.51
196.88

0.62%
8,055.51
A1/AA
AA1.971.89
24422EWK1 JOHN DEERE CAPITAL CORP 4.15
09/15/2027 250,000.00 09/13/20224.29%
248,480.00
248,480.00
100.50

3.89%
251,261.58
4,784.03

0.63%
2,781.58
A1/A
A+

2.04 1.90
74456QBU9 PUBLIC SERVICE ELECTRIC AND
GAS CO 3.7 05/01/2028 300,000.00 09/06/20235.10%
282,837.00
282,837.00

99.46 3.91%
298,380.49
3,700.00

0.75%
15,543.49
A1/A
NA

2.67 2.48
58933YBH7 MERCK & CO INC 4.05
05/17/2028 300,000.00 --4.08%
299,617.50
299,617.50
100.53

3.84%
301,591.34
3,510.00

0.76%
1,973.84
Aa3/A+
NA

2.71 2.44
63743HFZ0

NATIONAL RURAL UTILITIES

COOPERATIVE FINANCE CORP

4.15 08/25/2028
400,000.00 08/26/2025

4.03%
401,292.00
401,292.00
100.36

4.02%
401,445.14
276.67

1.01%
153.14
A2/NA
A

2.99 2.70
06051GMK2 BANK OF AMERICA CORP 4.979
01/24/2029 380,000.00 01/17/20254.98%
380,000.00
380,000.00
101.78

4.47%
386,763.77
1,944.58

0.97%
6,763.77
A1/AAA3.40

HOLDINGS REPORT
Cusip Security Description Par Value/
Units
Purchase Date
Purchase Yield
Cost Value
Book Value
Mkt Price
Mkt YTM
Market Value
Accrued Int.
% of Port.

Gain/Loss
Moody's/
S&P/
Fitch
Maturity
Duration
69371RS80 PACCAR FINANCIAL CORP 4.6
01/31/2029 365,000.00 01/24/20244.64%
364,405.05
364,405.05
101.92

3.99%
372,009.43
1,445.81

0.93%
7,604.38
A1/A+
NA

3.42 3.12
17275RBR2 CISCO SYSTEMS INC 4.85
02/26/2029 140,000.00 02/21/20244.86%
139,951.00
139,951.00
102.71

4.01%
143,794.16

94.31 0.36%
3,843.16
A1/AANA3.49

3.11 341081GT8 FLORIDA POWER & LIGHT CO

5.15 06/15/2029 300,000.00 06/13/20244.82%
304,159.46
304,159.46
103.77

4.06%
311,304.99
3,261.67

0.78%
7,145.53
Aa2/A+
AA3.793.25
437076DC3 HOME DEPOT INC 4.75
06/25/2029 500,000.00 07/08/20244.72%
500,690.00
500,690.00
102.37

4.07%
511,828.33
4,354.17

1.28%
11,138.33
A2/A
A

3.82 3.37
713448FX1 PEPSICO INC 4.5 07/17/2029 400,000.00 07/16/2024

4.52%
399,592.00
399,592.00
101.90

3.96%
407,616.77
2,200.00

1.02%
8,024.77
A1/A+
NA

3.88 3.44
025816EJ4 AMERICAN EXPRESS CO 4.351
07/20/2029 325,000.00 07/21/20254.35%
325,000.00
325,000.00
100.52

4.40%
326,675.86
1,414.08

0.82%
1,675.86
A2/AA3.88

2.67 89236TMK8 TOYOTA MOTOR CREDIT CORP

4.55 08/09/2029 450,000.00 12/09/20244.55%
450,067.50
450,067.50
101.65

4.09%
457,422.98
1,251.25

1.15%
7,355.48
A1/A+
A+

3.94 3.57
171239AL0 CHUBB INA HOLDINGS LLC 4.65
08/15/2029 450,000.00 08/22/20244.31%
456,678.00
456,678.00
101.95

4.11%
458,795.91
930.00

1.15%
2,117.91
A2/A
A

3.96 3.51
14913UAU4 CATERPILLAR FINANCIAL
SERVICES CORP 4.7 11/15/2029 150,000.00 11/12/20244.74% 149,755.50
149,755.50
102.45

4.06%
153,669.09
2,075.83

0.39%
3,913.59
A2/A
A+

4.21 3.74
00287YBX6 ABBVIE INC 3.2 11/21/2029 400,000.00 04/29/2025

4.38%
380,696.00
380,696.00

96.36 4.15%
385,442.17
3,555.56

0.97%
4,746.17
A3/ANA4.22

3.86 89236TNA9 TOYOTA MOTOR CREDIT CORP

4.95 01/09/2030 330,000.00 01/06/20255.00%
329,293.80
329,293.80
103.09

4.16%
340,204.18
2,359.50

0.85%
10,910.38
A1/A+
A+

4.36 3.87
46647PEB8 JPMORGAN CHASE & CO 5.012
01/23/2030 300,000.00 05/14/20254.76%
302,478.00
302,478.00
102.43

4.54%
307,286.73
1,587.13

0.77%
4,808.73
A1/A
AA4.403.08
532457CV8 ELI LILLY AND CO 4.75
02/12/2030 500,000.00 02/10/20254.75%
500,110.00
500,110.00
102.81

4.05%
514,069.23
1,253.47

1.29%
13,959.23
Aa3/A+
NA

4.45 3.91
02665WFY2 AMERICAN HONDA FINANCE
CORP 4.8 03/05/2030 325,000.00 03/03/20254.82%
324,714.00
324,714.00
102.04

4.30%
331,622.56
7,626.67

0.83%
6,908.56
A3/ANA4.51

3.93 194162AT0 COLGATE-PALMOLIVE CO 4.2
05/01/2030 210,000.00 04/28/20254.21%
209,888.70
209,888.70
101.00

3.96%
212,101.55
2,915.50

0.53%
2,212.85
Aa3/A+
NA

4.67 4.08
Total Corporate 10,040,000.00 4.62%
9,878,249.06
9,878,249.06
100.88

4.13%
10,125,252.24
73,165.76

25.38%
247,003.18

3.07 2.61

HOLDINGS REPORT
Cusip Security Description Par Value/
Units
Purchase Date
Purchase Yield
Cost Value
Book Value
Mkt Price
Mkt YTM
Market Value
Accrued Int.
% of Port.

Gain/Loss
Moody's/
S&P/
Fitch
Maturity
Duration
31846V203 FIRST AMER:GVT OBLG Y 60,213.52 --

3.91%
60,213.52
60,213.52

1.00 3.91%
60,213.52

0.00 0.15%

0.00 Aaa/
AAAm
AAA

0.00 0.00
Total Money
Market Fund 60,213.52 3.91%
60,213.52
60,213.52

1.00 3.91%
60,213.52

0.00 0.15%

0.00 0.00

0.00 MUNICIPAL
BONDS
13063EGT7 CALIFORNIA STATE 4.5
08/01/2029 395,000.00 10/30/20244.38%
397,081.65
397,081.65
102.85

3.71%
406,275.28
1,481.25

1.02%
9,193.63
Aa2/AAAA3.92

3.56 Total Municipal
Bonds 395,000.00 4.38%
397,081.65
397,081.65
102.85

3.71%
406,275.28
1,481.25

1.02%
9,193.63

3.92 3.56

SUPRANATIONAL
459058KT9

INTERNATIONAL BANK FOR

RECONSTRUCTION AND
DEVELOPM 3.5 07/12/2028
225,000.00 08/17/2023

4.55%
214,688.25
214,688.25

99.61 3.64%
224,131.87
1,071.88

0.56%
9,443.62
Aaa/AAA
NA

2.87 2.69
45950KDD9 INTERNATIONAL FINANCE CORP

4.5 07/13/2028 230,000.00 07/06/20234.53%
229,744.70
229,744.70
102.34

3.63%
235,375.50
1,380.00

0.59%
5,630.80
Aaa/AAA
NA

2.87 2.66
4581X0EN4

INTER-AMERICAN
DEVELOPMENT BANK 4.125
02/15/2029
400,000.00 03/14/2024

4.39%
395,324.00
395,324.00
101.48

3.66%
405,931.56
733.33

1.02%
10,607.56
Aaa/AAA
NA

3.46 3.19
459058LR2

INTERNATIONAL BANK FOR

RECONSTRUCTION AND
DEVELOPM 4.125 03/20/2030
235,000.00 03/14/2025

4.20%
234,161.05
234,161.05
101.68

3.72%
238,954.72
4,335.26

0.60%
4,793.67
Aaa/AAA
NA

4.55 4.05
Total
Supranational 1,090,000.00 4.41%
1,073,918.00
1,073,918.00
101.33

3.66%
1,104,393.65
7,520.47

2.77%
30,475.65

3.45 3.16

US TREASURY
9128282A7 UNITED STATES TREASURY 1.5
08/15/2026 650,000.00 09/13/2022

3.72%
597,923.83
597,923.83

97.80 3.88%
635,684.76
450.41

1.59%
37,760.93
Aa1/AA+
AA+

0.96 0.93
91282CJC6 UNITED STATES TREASURY 4.625
10/15/2026 500,000.00 07/19/20244.42%
502,148.44
502,148.44
100.87

3.82%
504,335.94
8,782.45

1.26%
2,187.50
Aa1/AA+
AA+

1.12 1.06
91282CEF4 UNITED STATES TREASURY 2.5
03/31/2027 650,000.00 09/14/20223.66%
618,591.80
618,591.80

98.17 3.70%
638,117.19
6,837.43

1.60%
19,525.39
Aa1/AA+
AA+

HOLDINGS REPORT
Cusip Security Description Par Value/
Units
Purchase Date
Purchase Yield
Cost Value
Book Value
Mkt Price
Mkt YTM
Market Value
Accrued Int.
% of Port.

Gain/Loss
Moody's/
S&P/
Fitch
Maturity
Duration
91282CKV2 UNITED STATES TREASURY 4.625
06/15/2027 650,000.00 07/08/20244.41%
653,833.98
653,833.98
101.64

3.67%
660,638.67
6,406.76

1.66%
6,804.69
Aa1/AA+
AA+

1.79 1.69
91282CKZ3 UNITED STATES TREASURY 4.375
07/15/2027 650,000.00 07/16/20244.24%
652,462.89
652,462.89
101.29

3.65%
658,378.90
3,709.24

1.65%
5,916.01
Aa1/AA+
AA+

1.87 1.77
91282CFH9 UNITED STATES TREASURY 3.125
08/31/2027 650,000.00 09/13/20223.57%
636,822.26
636,822.26

99.04 3.63%
643,779.30

56.11 1.61%
6,957.04
Aa1/AA+
AA+

2.00 1.91
91282CFU0 UNITED STATES TREASURY 4.125
10/31/2027 650,000.00 07/08/20244.37%
645,074.22
645,074.22
101.04

3.62%
656,779.30
9,034.65

1.65%
11,705.08
Aa1/AA+
AA+

2.17 2.03
91282CGC9 UNITED STATES TREASURY 3.875
12/31/2027 350,000.00 01/24/2023

3.59%
354,470.70
354,470.70
100.60

3.60%
352,105.47
2,321.84

0.88%
(2,365.23)
Aa1/AA+
AA+

2.33 2.19
91282CGH8 UNITED STATES TREASURY 3.5
01/31/2028 500,000.00 02/22/20234.12%
486,269.53
486,269.53

99.77 3.60%
498,847.66
1,521.74

1.25%
12,578.13
Aa1/AA+
AA+

2.42 2.28
91282CGP0 UNITED STATES TREASURY 4.0
02/29/2028 500,000.00 07/19/20244.22%
496,367.19
496,367.19
100.96

3.59%
504,804.69

55.25 1.27%
8,437.50
Aa1/AA+
AA+

2.50 2.36
91282CGT2 UNITED STATES TREASURY 3.625
03/31/2028 350,000.00 04/24/20233.61%
350,259.77
350,259.77
100.09

3.59%
350,300.78
5,338.46

0.88%

41.01 Aa1/AA+
AA+

2.58 2.40
91282CHE4 UNITED STATES TREASURY 3.625
05/31/2028 500,000.00 06/22/20234.02%
491,308.59
491,308.59
100.08

3.59%
500,410.16
4,605.53

1.25%
9,101.57
Aa1/AA+
AA+

2.75 2.57
91282CHK0 UNITED STATES TREASURY 4.0
06/30/2028 500,000.00 09/20/20234.51%
489,179.69
489,179.69
101.12

3.58%
505,585.94
3,423.91

1.27%
16,406.25
Aa1/AA+
AA+

2.83 2.64
91282CHQ7 UNITED STATES TREASURY 4.125
07/31/2028 350,000.00 08/24/20234.39%
345,953.13
345,953.13
101.47

3.59%
355,140.63
1,255.43

0.89%
9,187.50
Aa1/AA+
AA+

2.92 2.72
91282CJA0 UNITED STATES TREASURY 4.625
09/30/2028 350,000.00 10/18/20234.89%
345,912.11
345,912.11
102.99

3.59%
360,458.98
6,811.13

0.90%
14,546.87
Aa1/AA+
AA+

3.08 2.80
91282CJR3 UNITED STATES TREASURY 3.75
12/31/2028 400,000.00 01/22/20244.00%
395,468.75
395,468.75
100.45

3.60%
401,796.88
2,567.93

1.01%
6,328.13
Aa1/AA+
AA+

3.33 3.08
91282CJW2 UNITED STATES TREASURY 4.0
01/31/2029 650,000.00 02/12/20244.14%
646,013.67
646,013.67
101.25

3.61%
658,150.39
2,260.87

1.65%
12,136.72
Aa1/AA+
AA+

3.42 3.16
91282CKG5 UNITED STATES TREASURY 4.125
03/31/2029 650,000.00 07/16/20244.12%
650,000.00
650,000.00
101.70

3.61%
661,044.92
11,281.76

1.66%
11,044.92
Aa1/AA+
AA+

3.58 3.25
91282CKT7 UNITED STATES TREASURY 4.5
05/31/2029 500,000.00 07/19/20244.14%
507,812.50
507,812.50
103.02

3.63%
515,117.19
5,717.21

1.29%
7,304.69
Aa1/AA+
AA+

3.75 3.39
91282CKX8 UNITED STATES TREASURY 4.25
06/30/2029 650,000.00 07/08/20244.24%
650,355.47
650,355.47
102.19

3.63%
664,244.14
4,729.28

1.67%
13,888.67
Aa1/AA+
AA+

3.83 3.49
91282CLC3 UNITED STATES TREASURY 4.0
07/31/2029 500,000.00 07/29/2024

4.06%
498,632.81
498,632.81
101.32

3.63%
506,601.56
1,739.13

1.27%
7,968.75
Aa1/AA+
AA+

HOLDINGS REPORT
Cusip Security Description Par Value/
Units
Purchase Date
Purchase Yield
Cost Value
Book Value
Mkt Price
Mkt YTM
Market Value
Accrued Int.
% of Port.

Gain/Loss
Moody's/
S&P/
Fitch
Maturity
Duration
91282CLK5 UNITED STATES TREASURY 3.625
08/31/2029 500,000.00 09/17/20243.44%
504,218.75
504,218.75

99.95 3.64%
499,765.63

50.07 1.25%
(4,453.13)
Aa1/AA+
AA+

4.00 3.69
91282CFL0 UNITED STATES TREASURY 3.875
09/30/2029 350,000.00 11/14/20244.29%
343,656.25
343,656.25
100.89

3.64%
353,103.52
5,706.63

0.89%
9,447.27
Aa1/AA+
AA+

4.08 3.68
91282CMA6 UNITED STATES TREASURY 4.125
11/30/2029 700,000.00 12/19/20244.40%
691,386.72
691,386.72
101.83

3.65%
712,824.22
7,337.09

1.79%
21,437.50
Aa1/AA+
AA+

4.25 3.83
91282CMG3 UNITED STATES TREASURY 4.25
01/31/2030 500,000.00 05/29/20254.03%
504,570.31
504,570.31
102.36

3.67%
511,777.35
1,847.83

1.28%
7,207.04
Aa1/AA+
AA+

4.42 3.99
91282CMU2 UNITED STATES TREASURY 4.0
03/31/2030 500,000.00 04/07/2025

3.75%
505,625.00
505,625.00
101.37

3.67%
506,855.47
8,415.30

1.27%
1,230.47
Aa1/AA+
AA+

4.58 4.09
91282CMZ1 UNITED STATES TREASURY 3.875
04/30/2030 500,000.00 05/29/20254.04%
496,367.19
496,367.19
100.85

3.67%
504,238.28
6,528.53

1.26%
7,871.09
Aa1/AA+
AA+

4.66 4.18
91282CNK3 UNITED STATES TREASURY 3.875
06/30/2030 600,000.00 07/24/20253.96%
597,632.81
597,632.81
100.82

3.69%
604,921.87
3,980.30

1.52%
7,289.06
Aa1/AA+
AA+

4.83 4.34
91282CNN7 UNITED STATES TREASURY 3.875
07/31/2030 500,000.00 08/26/20253.77%
502,402.34
502,402.34
100.80

3.69%
504,023.44
1,684.78

1.26%
1,621.10
Aa1/AA+
AA+

4.91 4.42
Total US Treasury 15,300,000.00 4.07%
15,160,720.70
15,160,720.70
100.86

3.65%
15,429,833.21
124,457.06

38.68%
269,112.51

3.09 2.84
Total Portfolio 39,628,324.58 4.33%
39,101,519.58
39,101,519.58
100.47

3.84%
39,893,061.92
295,228.99
100.00%
791,542.35

TRANSACTION LEDGER
Transaction Type Settlement
Date CUSIP Quantity Security Description Price
Acq/
Disp
Yield
Amount Interest Pur/
Sold Total Amount Gain/Loss

ACQUISITIONS
Purchase 08/01/2025 31846V203 8,887.50 FIRST AMER:GVT OBLG Y 1.000 3.94% (8,887.50) 0.00 (8,887.50) 0.00 Purchase 08/04/2025 31846V203 1,065.53 FIRST AMER:GVT OBLG Y 1.000 3.91% (1,065.53) 0.00 (1,065.53) 0.00 Purchase 08/11/2025 31846V203 10,237.50 FIRST AMER:GVT OBLG Y 1.000 3.91% (10,237.50) 0.00 (10,237.50) 0.00 Purchase 08/12/2025 31846V203 16,375.00 FIRST AMER:GVT OBLG Y 1.000 3.91% (16,375.00) 0.00 (16,375.00) 0.00 Purchase 08/13/2025 31846V203 1,478.75 FIRST AMER:GVT OBLG Y 1.000 3.91% (1,478.75) 0.00 (1,478.75) 0.00 Purchase 08/15/2025 31846V203 80,593.05 FIRST AMER:GVT OBLG Y 1.000 3.90% (80,593.05) 0.00 (80,593.05) 0.00 Purchase 08/15/2025 31846V203 19,938.94 FIRST AMER:GVT OBLG Y 1.000 3.90% (19,938.94) 0.00 (19,938.94) 0.00 Purchase 08/18/2025 31846V203 16,272.28 FIRST AMER:GVT OBLG Y 1.000 3.92% (16,272.28) 0.00 (16,272.28) 0.00 Purchase 08/22/2025 31846V203 3,937.50 FIRST AMER:GVT OBLG Y 1.000 3.90% (3,937.50) 0.00 (3,937.50) 0.00 Purchase 08/25/2025 31846V203 15,045.44 FIRST AMER:GVT OBLG Y 1.000 3.91% (15,045.44) 0.00 (15,045.44) 0.00 Purchase 08/25/2025 31846V203 588.39 FIRST AMER:GVT OBLG Y 1.000 3.91% (588.39) 0.00 (588.39) 0.00 Purchase 08/26/2025 31846V203 10,595.00 FIRST AMER:GVT OBLG Y 1.000 3.93% (10,595.00) 0.00 (10,595.00) 0.00 Purchase 08/27/2025 63743HFZ0 400,000.00

NATIONAL RURAL

UTILITIES COOPERATIVE
FINANCE CORP 4.15
08/25/2028
100.323 4.03% (401,292.00) (92.22) (401,384.22) 0.00
Purchase 08/27/2025 91282CNN7 500,000.00 UNITED STATES TREASURY

3.875 07/31/2030 100.480 3.77% (502,402.34) (1,421.54) (503,823.88) 0.00 Total Purchase 1,085,014.88 (1,088,709.22) (1,513.76) (1,090,222.98) 0.00 TOTAL
ACQUISITIONS 1,085,014.88 (1,088,709.22) (1,513.76) (1,090,222.98) 0.00

DISPOSITIONS
Sale 08/08/2025 31846V203 (3,068.78) FIRST AMER:GVT OBLG Y 1.000 3.91% 3,068.78 0.00 3,068.78 0.00 Sale 08/27/2025 31846V203 (264,332.16) FIRST AMER:GVT OBLG Y 1.000 3.93% 264,332.16 0.00 264,332.16 0.00 Sale 08/27/2025 9128287B0 (650,000.00) UNITED STATES TREASURY

1.875 06/30/2026 98.301 3.78% 638,955.08 (1,920.86) 640,875.94 32,322.27 Total Sale (917,400.94) 906,356.02 (1,920.86) 908,276.88 32,322.27 TOTAL
DISPOSITIONS (917,400.94) 906,356.02 (1,920.86) 908,276.88 32,322.27 CONFIDENTIAL | 16
City of Stanton | Account #10991 | As of August 31, 2025 Execution Time: 09/03/2025 11:03:37 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

TRANSACTION LEDGER
Transaction Type Settlement
Date CUSIP Quantity Security Description Price
Acq/
Disp
Yield
Amount Interest Pur/
Sold Total Amount Gain/Loss
OTHER

TRANSACTIONS
Coupon 08/01/2025 3137FLYV0 0.00 FHMS K-092 A2 3.298
04/25/2029 4.85% 687.08 0.00 687.08 0.00
Coupon 08/01/2025 3137FG6X8 0.00 FHMS K-077 A2 3.85
05/25/2028 4.65% 1,636.25 0.00 1,636.25 0.00
Coupon 08/01/2025 3137FKUP9 0.00 FHMS K-087 A2 3.771
12/25/2028 4.64% 1,257.00 0.00 1,257.00 0.00
Coupon 08/01/2025 3137FLMV3 0.00 FHMS K-090 A2 3.422
02/25/2029 4.57% 1,140.67 0.00 1,140.67 0.00
Coupon 08/01/2025 3137FKSH0 0.00 FHMS K-086 A2 3.859
11/25/2028 4.47% 1,607.92 0.00 1,607.92 0.00
Coupon 08/01/2025 13063EGT7 0.00 CALIFORNIA STATE 4.5
08/01/2029 4.38% 8,887.50 0.00 8,887.50 0.00
Coupon 08/01/2025 3137FAWS3 0.00 FHMS K-067 A2 3.194
07/25/2027 4.28% 825.12 0.00 825.12 0.00
Coupon 08/01/2025 3137BTUM1 0.00 FHMS K-061 A2 3.347
11/25/2026 4.23% 937.92 0.00 937.92 0.00
Coupon 08/01/2025 3137H5YC5 0.00 FHMS K-748 A2 2.26
01/25/2029 4.18% 988.75 0.00 988.75 0.00
Coupon 08/01/2025 3137FBU79 0.00 FHMS K-069 A2 3.187
09/25/2027 4.13% 1,300.86 0.00 1,300.86 0.00
Coupon 08/01/2025 3137BVZ82 0.00 FHMS K-063 A2 3.43
01/25/2027 3.97% 1,000.42 0.00 1,000.42 0.00
Coupon 08/01/2025 3137F2LJ3 0.00 FHMS K-066 A2 3.117
06/25/2027 3.97% 909.13 0.00 909.13 0.00
Coupon 08/01/2025 3137FMCR1 0.00 FHMS K-093 A2 2.982
05/25/2029 3.76% 862.41 0.00 862.41 0.00
Coupon 08/09/2025 89236TMK8 0.00 TOYOTA MOTOR CREDIT
CORP 4.55 08/09/2029 4.55% 10,237.50 0.00 10,237.50 0.00 Coupon 08/12/2025 532457CV8 0.00 ELI LILLY AND CO 4.75
02/12/2030 4.75% 11,875.00 0.00 11,875.00 0.00
CONFIDENTIAL | 17
City of Stanton | Account #10991 | As of August 31, 2025 Execution Time: 09/03/2025 11:03:37 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

TRANSACTION LEDGER
Transaction Type Settlement
Date CUSIP Quantity Security Description Price
Acq/
Disp
Yield
Amount Interest Pur/
Sold Total Amount Gain/Loss
Coupon 08/12/2025 14913R3A3 0.00

CATERPILLAR FINANCIAL
SERVICES CORP 3.6
08/12/2027

4.27% 4,500.00 0.00 4,500.00 0.00
Coupon 08/13/2025 713448FQ6 0.00 PEPSICO INC 4.55
02/13/2026 4.57% 1,478.75 0.00 1,478.75 0.00
Coupon 08/15/2025 58770JAD6 0.00 MBALT 2024-A A3 5.32
01/18/2028 5.32% 310.33 0.00 310.33 0.00
Coupon 08/15/2025 44933XAD9 0.00 HART 2023-B A3 5.48
04/17/2028 5.27% 1,841.54 0.00 1,841.54 0.00
Coupon 08/15/2025 02582JKH2 0.00 AMXCA 2024-1 A 5.23
04/16/2029 5.23% 479.42 0.00 479.42 0.00
Coupon 08/15/2025 161571HT4 0.00 CHAIT 2023-1 A 5.16
09/15/2028 5.23% 1,204.00 0.00 1,204.00 0.00
Coupon 08/15/2025 47786WAD2 0.00 JDOT 2024-B A3 5.2
03/15/2029 5.20% 281.67 0.00 281.67 0.00
Coupon 08/15/2025 47800BAC2 0.00 JDOT 2022-C A3 5.09
06/15/2027 5.09% 165.48 0.00 165.48 0.00
Coupon 08/15/2025 47787CAC7 0.00 JDOT 2023-C A3 5.48
05/15/2028 5.08% 1,253.02 0.00 1,253.02 0.00
Coupon 08/15/2025 448973AD9 0.00 HART 2024-A A3 4.99
02/15/2029 5.00% 353.46 0.00 353.46 0.00
Coupon 08/15/2025 05522RDJ4 0.00 BACCT 2024-1 A 4.93
05/15/2029 4.93% 554.62 0.00 554.62 0.00
Coupon 08/15/2025 89239TAD4 0.00 TAOT 2024-D A3 4.4
06/15/2029 4.40% 440.00 0.00 440.00 0.00
Coupon 08/15/2025 4581X0EN4 0.00

INTER-AMERICAN

DEVELOPMENT BANK

4.125 02/15/2029

4.39% 8,250.00 0.00 8,250.00 0.00
Coupon 08/15/2025 89231HAD8 0.00 TAOT 2025-B A3 4.34
11/15/2029 4.34% 434.00 0.00 434.00 0.00
Coupon 08/15/2025 171239AL0 0.00 CHUBB INA HOLDINGS
LLC 4.65 08/15/2029 4.31% 10,462.50 0.00 10,462.50 0.00 Coupon 08/15/2025 92970QAE5 0.00 WFCIT 2024-2 A 4.29
10/15/2029 4.29% 750.75 0.00 750.75 0.00
CONFIDENTIAL | 18
City of Stanton | Account #10991 | As of August 31, 2025 Execution Time: 09/03/2025 11:03:37 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

TRANSACTION LEDGER
Transaction Type Settlement
Date CUSIP Quantity Security Description Price
Acq/
Disp
Yield
Amount Interest Pur/
Sold Total Amount Gain/Loss
Coupon 08/15/2025 47800DAD6 0.00 JDOT 2025 A3 4.23
09/17/2029 4.23% 652.13 0.00 652.13 0.00
Coupon 08/15/2025 437921AD1 0.00 HAROT 252 A3 4.15
10/15/2029 4.15% 432.29 0.00 432.29 0.00
Coupon 08/15/2025 9128282A7 0.00 UNITED STATES TREASURY

1.5 08/15/2026 3.72% 4,875.00 0.00 4,875.00 0.00
Coupon 08/15/2025 89238FAD5 0.00 TAOT 2022-B A3 2.93
09/15/2026 3.53% 92.67 0.00 92.67 0.00
Coupon 08/18/2025 43815PAC3 0.00 HAROT 2022-2 A3 3.73
07/20/2026 4.08% 159.18 0.00 159.18 0.00
Coupon 08/22/2025 023135BC9 0.00 AMAZON.COM INC 3.15
08/22/2027 4.17% 3,937.50 0.00 3,937.50 0.00
Coupon 08/25/2025 096919AD7 0.00 BMWOT 2024-A A3 5.18
02/26/2029 5.18% 518.00 0.00 518.00 0.00
Coupon 08/25/2025 096912AD2 0.00 BMWLT 2025-1 A3 4.43
06/26/2028 4.43% 369.17 0.00 369.17 0.00
Coupon 08/26/2025 17275RBR2 0.00 CISCO SYSTEMS INC 4.85 02/26/2029 4.86% 3,395.00 0.00 3,395.00 0.00
Coupon 08/26/2025 17275RBQ4 0.00 CISCO SYSTEMS INC 4.8
02/26/2027 4.74% 7,200.00 0.00 7,200.00 0.00
Coupon 08/31/2025 91282CGP0 0.00 UNITED STATES TREASURY

4.0 02/29/2028 4.22% 10,000.00 0.00 10,000.00 0.00
Coupon 08/31/2025 91282CFH9 0.00 UNITED STATES TREASURY

3.125 08/31/2027 3.57% 10,156.25 0.00 10,156.25 0.00
Coupon 08/31/2025 91282CLK5 0.00 UNITED STATES TREASURY

3.625 08/31/2029 3.44% 9,062.50 0.00 9,062.50 0.00
Total Coupon 0.00 127,762.76 0.00 127,762.76 0.00
Custody Fee 08/25/2025 CCYUSD (298.78) Cash 0.00% (298.78) 0.00 (298.78) 0.00 Total Custody Fee (298.78) (298.78) 0.00 (298.78) 0.00
Dividend 08/31/2025 31846V203 0.00 FIRST AMER:GVT OBLG Y 3.90% 648.73 0.00 648.73 0.00 Total Dividend 0.00 648.73 0.00 648.73 0.00
Management Fee 08/08/2025 CCYUSD (3,068.78) Cash 0.00% (3,068.78) 0.00 (3,068.78) 0.00 CONFIDENTIAL | 19
City of Stanton | Account #10991 | As of August 31, 2025 Execution Time: 09/03/2025 11:03:37 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

TRANSACTION LEDGER
Transaction Type Settlement
Date CUSIP Quantity Security Description Price
Acq/
Disp
Yield
Amount Interest Pur/
Sold Total Amount Gain/Loss
Total
Management Fee (3,068.78) (3,068.78) 0.00 (3,068.78) 0.00 Principal Paydown 08/01/2025 3137BTUM1 692.83 FHMS K-061 A2 3.347 11/25/2026 4.23% 692.83 -- 692.83 24.87
Principal Paydown 08/01/2025 3137FBU79 821.37 FHMS K-069 A2 3.187 09/25/2027 4.13% 821.37 -- 821.37 32.37
Principal Paydown 08/01/2025 3137FMCR1 377.71 FHMS K-093 A2 2.982 05/25/2029 3.76% 377.71 -- 377.71 13.31
Principal Paydown 08/15/2025 44933XAD9 30,465.25 HART 2023-B A3 5.48 04/17/2028 5.27% 30,465.25 -- 30,465.25 (163.03)
Principal Paydown 08/15/2025 47800BAC2 5,148.02 JDOT 2022-C A3 5.09 06/15/2027 5.09% 5,148.02 -- 5,148.02 0.40
Principal Paydown 08/15/2025 47787CAC7 18,757.07 JDOT 2023-C A3 5.48 05/15/2028 5.08% 18,757.07 -- 18,757.07 (194.90)
Principal Paydown 08/15/2025 89238FAD5 13,328.77 TAOT 2022-B A3 2.93 09/15/2026 3.53% 13,328.77 -- 13,328.77 296.77
Principal Paydown 08/18/2025 43815PAC3 16,113.10 HAROT 2022-2 A3 3.73 07/20/2026 4.08% 16,113.10 -- 16,113.10 201.41
Total Principal
Paydown 85,704.12 85,704.12 -- 85,704.12 211.20

INCOME EARNED
Cusip Security Description
Trade Date
Settle Date
Units
Book Value: Begin
Book Value: Acq
Book Value: Disp
Book Value: End
Prior Accrued
Inc. Received
Ending Accrued
Total Interest
Accr. Of Discount
Amort. Of Premium
Net Accret/Amort
Income Earned
Total Income

CASH & EQUIVALENTS
31846V203 FIRST AMER:GVT OBLG Y
60,213.52
142,599.58
185,014.88
(267,400.94)
60,213.52

0.00 1,065.53

0.00 0.00

0.00 1,065.53
1,065.53
CCYUSD Receivable
29,867.48
1,065.53

0.00 0.00
29,867.48

0.00 0.00

0.00 Total Cash & Equivalents 90,081.00
143,665.11
185,014.88
(267,400.94)
90,081.00

0.00 1,065.53

0.00 0.00

0.00 1,065.53 1,065.53

FIXED INCOME
00287YBX6 ABBVIE INC 3.2 11/21/2029
04/29/2025
04/30/2025
400,000.00
380,696.00

0.00 0.00
380,696.00
2,488.89

0.00 3,555.56
1,066.67

0.00 0.00

0.00 1,066.67
1,066.67
023135BC9 AMAZON.COM INC 3.15
08/22/2027
09/14/2022
09/16/2022
250,000.00
238,730.00

0.00 0.00
238,730.00
3,478.13
3,937.50
196.88
656.25

0.00 0.00

0.00 656.25
656.25
025816EJ4 AMERICAN EXPRESS CO 4.351
07/20/2029
07/21/2025
07/25/2025
325,000.00
325,000.00

0.00 0.00
325,000.00
235.68

0.00 1,414.08
1,178.40

0.00 0.00

0.00 1,178.40
1,178.40
02582JKH2 AMXCA 2024-1 A 5.23
04/16/2029
04/16/2024
04/23/2024
110,000.00
109,977.45

0.00 0.00
109,977.45
255.69
479.42
255.69
479.42

0.00 0.00

0.00 479.42
479.42
02665WFY2 AMERICAN HONDA FINANCE
CORP 4.8 03/05/2030
03/03/2025
03/05/2025
325,000.00
324,714.00

0.00 0.00
324,714.00
6,326.67

0.00 7,626.67
1,300.00

0.00 0.00

0.00 0.00
134,992.43
295.80
554.62
295.80
554.62

0.00 0.00

0.00 554.62
554.62
06051GJS9 BANK OF AMERICA CORP

1.734 07/22/2027
09/15/2022
09/19/2022
250,000.00
219,722.50

0.00 0.00
219,722.50
108.38

0.00 469.63
361.25

0.00 0.00

0.00 361.25
361.25
06051GMK2 BANK OF AMERICA CORP

4.979 01/24/2029
01/17/2025
01/24/2025
380,000.00
380,000.00

0.00 0.00
380,000.00
367.89

0.00 1,944.58
1,576.68

0.00 0.00

0.00 1,576.68
1,576.68
09290DAH4 BLACKROCK INC 4.6
07/26/2027
07/18/2024
07/26/2024
475,000.00
475,408.50

0.00 0.00
475,408.50
303.47

0.00 2,124.31
1,820.83

0.00 0.00

0.00 1,820.83
1,820.83
096912AD2 BMWLT 2025-1 A3 4.43
06/26/2028
06/03/2025
06/10/2025
100,000.00
99,997.80

0.00 0.00
99,997.80

73.83 369.17

0.00 0.00

0.00 369.17
369.17
096919AD7 BMWOT 2024-A A3 5.18
02/26/2029
06/04/2024
06/11/2024
120,000.00
119,981.77

0.00 0.00
119,981.77
103.60
518.00
103.60
518.00

0.00 0.00

0.00 518.00
518.00
13063EGT7 CALIFORNIA STATE 4.5
08/01/2029
10/30/2024
11/05/2024
395,000.00
397,081.65

0.00 0.00
397,081.65
8,887.50
8,887.50
1,481.25
1,481.25

0.00 0.00

0.00 1,481.25
1,481.25
14913R3A3

CATERPILLAR FINANCIAL
SERVICES CORP 3.6
08/12/2027
09/13/2022
09/15/2022
250,000.00
242,635.00

0.00 0.00
242,635.00
4,225.00
4,500.00
475.00
750.00

0.00 0.00

0.00 750.00
750.00
14913UAU4

CATERPILLAR FINANCIAL
SERVICES CORP 4.7
11/15/2029
11/12/2024
11/15/2024
150,000.00
149,755.50

0.00 0.00
149,755.50
1,488.33

0.00 2,075.83
587.50

0.00 0.00

0.00 0.00
279,922.38
642.13
1,204.00
642.13
1,204.00

0.00 0.00

0.00 1,204.00
1,204.00
171239AL0 CHUBB INA HOLDINGS LLC

4.65 08/15/2029
08/22/2024
08/23/2024
450,000.00
456,678.00

0.00 0.00
456,678.00
9,648.75
10,462.50
930.00
1,743.75

0.00 0.00

0.00 1,743.75
1,743.75
17275RBQ4 CISCO SYSTEMS INC 4.8
02/26/2027
07/08/2024
07/09/2024
300,000.00
300,429.00

0.00 0.00
300,429.00
6,200.00
7,200.00
200.00
1,200.00

0.00 0.00

0.00 1,200.00
1,200.00
17275RBR2 CISCO SYSTEMS INC 4.85
02/26/2029
02/21/2024
02/26/2024
140,000.00
139,951.00

0.00 0.00
139,951.00
2,923.47
3,395.00

94.31 565.83

0.00 0.00

0.00 565.83
565.83
194162AT0 COLGATE-PALMOLIVE CO 4.2
05/01/2030
04/28/2025
05/02/2025
210,000.00
209,888.70

0.00 0.00
209,888.70
2,180.50

0.00 2,915.50
735.00

0.00 0.00

0.00 735.00
735.00
24422EWJ4 JOHN DEERE CAPITAL CORP

4.05 09/08/2025
09/21/2022
09/23/2022
125,000.00
123,933.75

0.00 0.00
123,933.75
2,010.94

0.00 2,432.81
421.88

0.00 0.00

0.00 421.88
421.88
24422EWK1 JOHN DEERE CAPITAL CORP

4.15 09/15/2027
09/13/2022
09/15/2022
250,000.00
248,480.00

0.00 0.00
248,480.00
3,919.44

0.00 4,784.03
864.58

0.00 0.00

0.00 864.58
864.58
26442CAS3 DUKE ENERGY CAROLINAS
LLC 2.95 12/01/2026
09/16/2022
09/20/2022
250,000.00
237,035.00

0.00 0.00
237,035.00
1,229.17

0.00 1,843.75
614.58

0.00 0.00

0.00 614.58
614.58
3130ATS57 FEDERAL HOME LOAN BANKS

4.5 03/10/2028
03/22/2023
03/23/2023
500,000.00
510,315.00

0.00 0.00
510,315.00
8,812.50

0.00 10,687.50
1,875.00

0.00 0.00

4.375 09/08/2028
09/13/2023
09/15/2023
300,000.00
298,555.11

0.00 0.00
298,555.11
5,213.54

0.00 6,307.29
1,093.75

0.00 0.00

0.00 1,093.75
1,093.75
3130AXQK7 FEDERAL HOME LOAN BANKS

4.75 12/08/2028
12/07/2023
12/08/2023
650,000.00
666,646.50

0.00 0.00
666,646.50
4,545.49

0.00 7,118.40
2,572.92

0.00 0.00

0.00 2,572.92
2,572.92
3133EPGW9

FEDERAL FARM CREDIT
BANKS FUNDING CORP 3.875
04/25/2028
04/24/2023
04/25/2023
250,000.00
251,255.00

0.00 0.00
251,255.00
2,583.33

0.00 3,390.63
807.29

0.00 0.00

0.00 807.29
807.29
3133EPWK7

FEDERAL FARM CREDIT
BANKS FUNDING CORP 4.5
09/22/2028
09/25/2023
09/26/2023
500,000.00
496,185.00

0.00 0.00
496,185.00
8,062.50

0.00 9,937.50
1,875.00

0.00 0.00

0.00 1,875.00
1,875.00
3133ERAK7

FEDERAL FARM CREDIT
BANKS FUNDING CORP 4.375
04/10/2029
04/08/2024
04/10/2024
400,000.00
398,068.00

0.00 0.00
398,068.00
5,395.83

0.00 6,854.17
1,458.33

0.00 0.00

0.00 1,458.33
1,458.33
3133ERDH1

FEDERAL FARM CREDIT
BANKS FUNDING CORP 4.75
04/30/2029
05/08/2024
05/09/2024
500,000.00
504,355.00

0.00 0.00
504,355.00
6,003.47

0.00 7,982.64
1,979.17

0.00 0.00

0.00 1,979.17
1,979.17
3133ERFJ5

FEDERAL FARM CREDIT
BANKS FUNDING CORP 4.5
05/20/2027
05/23/2024
05/24/2024
450,000.00
446,330.25

0.00 0.00
446,330.25
3,993.75

0.00 5,681.25
1,687.50

0.00 0.00

0.00 1,687.50
1,687.50
3133ERKR1

FEDERAL FARM CREDIT
BANKS FUNDING CORP 4.625
07/10/2026
07/19/2024
07/22/2024
650,000.00
650,981.50

0.00 0.00
650,981.50
1,753.65

0.00 4,258.85
2,505.21

0.00 0.00

0.00 2,505.21
2,505.21
3133ERMB4

FEDERAL FARM CREDIT
BANKS FUNDING CORP 4.25
07/23/2027
07/18/2024
07/23/2024
650,000.00
649,798.50

0.00 0.00
649,798.50
613.89

0.00 2,915.97
2,302.08

0.00 0.00

FEDERAL NATIONAL

MORTGAGE ASSOCIATION

1.875 09/24/2026
09/14/2022
09/15/2022
650,000.00
605,208.50

0.00 0.00
605,208.50
4,299.48

0.00 5,315.10
1,015.63

0.00 0.00

0.00 1,015.63
1,015.63
3137BTUM1 FHMS K-061 A2 3.347
11/25/2026
09/22/2022
09/27/2022
335,581.51
324,202.62

0.00 (667.96)
323,534.66
937.93
937.92
935.99
935.99

0.00 0.00

0.00 935.99
935.99
3137BVZ82 FHMS K-063 A2 3.43
01/25/2027
09/13/2022
09/16/2022
350,000.00
342,412.11

0.00 0.00
342,412.11
1,000.42
1,000.42
1,000.42
1,000.42

0.00 0.00

0.00 1,000.42
1,000.42
3137F2LJ3 FHMS K-066 A2 3.117
06/25/2027
09/13/2022
09/16/2022
350,000.00
337,640.63

0.00 0.00
337,640.63
909.13
909.13
909.13
909.13

0.00 0.00

0.00 909.13
909.13
3137FAWS3 FHMS K-067 A2 3.194
07/25/2027
09/22/2022
09/27/2022
310,000.00
295,856.25

0.00 0.00
295,856.25
825.12
825.12
825.12
825.12

0.00 0.00

0.00 825.12
825.12
3137FBU79 FHMS K-069 A2 3.187
09/25/2027
05/18/2023
05/23/2023
488,989.37
470,505.31

0.00 (789.00)
469,716.31
1,300.86
1,300.86
1,298.67
1,298.68

0.00 0.00

0.00 1,298.68
1,298.68
3137FG6X8 FHMS K-077 A2 3.85
05/25/2028
05/24/2023
05/30/2023
510,000.00
500,636.72

0.00 0.00
500,636.72
1,636.25
1,636.25
1,636.25
1,636.25

0.00 0.00

0.00 1,636.25
1,636.25
3137FKSH0 FHMS K-086 A2 3.859
11/25/2028
07/18/2024
07/23/2024
500,000.00
486,640.63

0.00 0.00
486,640.63
1,607.92
1,607.92
1,607.92
1,607.92

0.00 0.00

0.00 1,607.92
1,607.92
3137FKUP9 FHMS K-087 A2 3.771
12/25/2028
06/05/2024
06/06/2024
400,000.00
384,812.50

0.00 0.00
384,812.50
1,257.00
1,257.00
1,257.00
1,257.00

0.00 0.00

0.00 0.00
380,031.25
1,140.67
1,140.67
1,140.67
1,140.67

0.00 0.00

0.00 1,140.67
1,140.67
3137FLYV0 FHMS K-092 A2 3.298
04/25/2029
05/30/2024
06/04/2024
250,000.00
232,578.13

0.00 0.00
232,578.13
687.08
687.08
687.08
687.08

0.00 0.00

0.00 687.08
687.08
3137FMCR1 FHMS K-093 A2 2.982
05/25/2029
09/19/2024
09/24/2024
346,669.76
334,819.47

0.00 (364.40)
334,455.07
862.41
862.41
861.47
861.47

0.00 0.00

0.00 861.47
861.47
3137H5YC5 FHMS K-748 A2 2.26
01/25/2029
10/17/2024
10/22/2024
525,000.00
485,030.27

0.00 0.00
485,030.27
988.75
988.75
988.75
988.75

0.00 0.00

0.00 988.75
988.75
341081GT8 FLORIDA POWER & LIGHT CO

5.15 06/15/2029
06/13/2024
06/17/2024
300,000.00
304,159.46

0.00 0.00
304,159.46
1,974.17

0.00 3,261.67
1,287.50

0.00 0.00

0.00 1,287.50
1,287.50
437076DC3 HOME DEPOT INC 4.75
06/25/2029
07/08/2024
07/09/2024
500,000.00
500,690.00

0.00 0.00
500,690.00
2,375.00

0.00 4,354.17
1,979.17

0.00 0.00

0.00 1,979.17
1,979.17
437921AD1 HAROT 252 A3 4.15
10/15/2029
04/29/2025
05/08/2025
125,000.00
124,986.04

0.00 0.00
124,986.04
230.56
432.29
230.56
432.29

0.00 0.00

0.00 432.29
432.29
43815PAC3 HAROT 2022-2 A3 3.73
07/20/2026
09/21/2022
09/23/2022
35,096.03
50,569.01

0.00 (15,911.69)
34,657.33

68.98 159.18

47.27 137.48

0.00 0.00

0.00 137.48
137.48
448973AD9 HART 2024-A A3 4.99
02/15/2029
03/11/2024
03/20/2024
85,000.00
84,981.26

0.00 0.00
84,981.26
188.51
353.46
188.51
353.46

0.00 0.00

0.00 (30,628.28)
374,787.15
982.16
1,841.54
907.96
1,767.34

0.00 0.00

0.00 1,767.34
1,767.34
4581X0EN4

INTER-AMERICAN
DEVELOPMENT BANK 4.125
02/15/2029
03/14/2024
03/18/2024
400,000.00
395,324.00

0.00 0.00
395,324.00
7,608.33
8,250.00
733.33
1,375.00

0.00 0.00

0.00 1,375.00
1,375.00
459058KT9

INTERNATIONAL BANK FOR

RECONSTRUCTION AND
DEVELOPM 3.5 07/12/2028
08/17/2023
08/21/2023
225,000.00
214,688.25

0.00 0.00
214,688.25
415.63

0.00 1,071.88
656.25

0.00 0.00

0.00 656.25
656.25
459058LR2

INTERNATIONAL BANK FOR

RECONSTRUCTION AND
DEVELOPM 4.125 03/20/2030
03/14/2025
03/20/2025
235,000.00
234,161.05

0.00 0.00
234,161.05
3,527.45

0.00 4,335.26
807.81

0.00 0.00

0.00 807.81
807.81
45950KDD9 INTERNATIONAL FINANCE
CORP 4.5 07/13/2028
07/06/2023
07/13/2023
230,000.00
229,744.70

0.00 0.00
229,744.70
517.50

0.00 1,380.00
862.50

0.00 0.00

0.00 862.50
862.50
46647PCB0 JPMORGAN CHASE & CO

1.578 04/22/2027
09/15/2022
09/19/2022
250,000.00
221,377.50

0.00 0.00
221,377.50
1,084.88

0.00 1,413.63
328.75

0.00 0.00

0.00 328.75
328.75
46647PEB8 JPMORGAN CHASE & CO

5.012 01/23/2030
05/14/2025
05/15/2025
300,000.00
302,478.00

0.00 0.00
302,478.00
334.13

0.00 1,587.13
1,253.00

0.00 0.00

0.00 1,253.00
1,253.00
47786WAD2 JDOT 2024-B A3 5.2
03/15/2029
06/11/2024
06/18/2024
65,000.00
64,987.29

0.00 0.00
64,987.29
150.22
281.67
150.22
281.67

0.00 0.00

0.00 281.67
281.67
47787CAC7 JDOT 2023-C A3 5.48
05/15/2028
12/05/2023
12/08/2023
255,626.24
277,234.33

0.00 (18,951.97)
258,282.36
668.28
1,253.02
622.59
1,207.34

0.00 0.00

0.00 (5,147.62)
33,861.67

88.25 165.48

76.61 153.83

0.00 0.00

0.00 153.83
153.83
47800DAD6 JDOT 2025 A3 4.23
09/17/2029
03/04/2025
03/11/2025
185,000.00
184,988.36

0.00 0.00
184,988.36
347.80
652.13
347.80
652.13

0.00 0.00

0.00 652.13
652.13
532457CV8 ELI LILLY AND CO 4.75
02/12/2030
02/10/2025
02/12/2025
500,000.00
500,110.00

0.00 0.00
500,110.00
11,149.31
11,875.00
1,253.47
1,979.17

0.00 0.00

0.00 1,979.17
1,979.17
58770JAD6 MBALT 2024-A A3 5.32
01/18/2028
05/17/2024
05/23/2024
70,000.00
69,991.81

0.00 0.00
69,991.81
165.51
310.33
165.51
310.33

0.00 0.00

0.00 310.33
310.33
58933YBH7 MERCK & CO INC 4.05
05/17/2028 300,000.00
299,617.50

0.00 0.00
299,617.50
2,497.50

0.00 3,510.00
1,012.50

0.00 0.00

0.00 1,012.50
1,012.50
61747YEC5 MORGAN STANLEY 1.512
07/20/2027
09/15/2022
09/19/2022
250,000.00
219,305.00

0.00 0.00
219,305.00
115.50

0.00 430.50
315.00

0.00 0.00

0.00 315.00
315.00
63743HFZ0

NATIONAL RURAL UTILITIES

COOPERATIVE FINANCE CORP

4.15 08/25/2028
08/26/2025
08/27/2025
400,000.00

0.00 401,292.00

0.00 (92.22)
276.67
184.45

0.00 0.00

0.00 184.45
184.45
69371RS80 PACCAR FINANCIAL CORP 4.6
01/31/2029
01/24/2024
01/31/2024
365,000.00
364,405.05

0.00 0.00
364,405.05

46.64 0.00
1,445.81
1,399.17

0.00 0.00

0.00 1,399.17
1,399.17
713448FQ6 PEPSICO INC 4.55 02/13/2026
02/13/2023
02/15/2023
65,000.00
64,962.30

0.00 0.00
64,962.30
1,380.17
1,478.75
147.88
246.46

0.00 0.00

0.00 0.00
399,592.00
700.00

0.00 2,200.00
1,500.00

0.00 0.00

0.00 1,500.00
1,500.00
74340XBK6 PROLOGIS LP 3.25
10/01/2026
09/14/2022
09/16/2022
250,000.00
240,397.50

0.00 0.00
240,397.50
2,708.33

0.00 3,385.42
677.08

0.00 0.00

0.00 677.08
677.08
74456QBU9 PUBLIC SERVICE ELECTRIC
AND GAS CO 3.7 05/01/2028
09/06/2023
09/08/2023
300,000.00
282,837.00

0.00 0.00
282,837.00
2,775.00

0.00 3,700.00
925.00

0.00 0.00

0.00 925.00
925.00
857477CL5 STATE STREET CORP 4.993
03/18/2027
03/13/2024
03/18/2024
300,000.00
300,000.00

0.00 0.00
300,000.00
5,533.91

0.00 6,782.16
1,248.25

0.00 0.00

0.00 1,248.25
1,248.25
89231HAD8 TAOT 2025-B A3 4.34
11/15/2029
04/24/2025
04/30/2025
120,000.00
119,993.12

0.00 0.00
119,993.12
231.47
434.00
231.47
434.00

0.00 0.00

0.00 434.00
434.00
89236TMK8 TOYOTA MOTOR CREDIT
CORP 4.55 08/09/2029
12/09/2024
12/10/2024
450,000.00
450,067.50

0.00 0.00
450,067.50
9,782.50
10,237.50
1,251.25
1,706.25

0.00 0.00

0.00 1,706.25
1,706.25
89236TNA9 TOYOTA MOTOR CREDIT
CORP 4.95 01/09/2030
01/06/2025
01/09/2025
330,000.00
329,293.80

0.00 0.00
329,293.80
998.25

0.00 2,359.50
1,361.25

0.00 0.00

0.00 1,361.25
1,361.25
89238FAD5 TAOT 2022-B A3 2.93
09/15/2026
09/13/2022
09/15/2022
24,624.24
37,107.96

0.00 (13,032.00)
24,075.96

49.42 92.67

32.07 75.31

0.00 0.00

0.00 75.31

75.31 89239TAD4 TAOT 2024-D A3 4.4
06/15/2029
10/10/2024
10/17/2024
120,000.00
119,993.30

0.00 0.00
119,993.30
234.67
440.00
234.67
440.00

0.00 0.00

0.00 0.00
597,923.83
4,497.93
4,875.00
450.41
827.48

0.00 0.00

0.00 827.48
827.48
9128287B0 UNITED STATES TREASURY

1.875 06/30/2026
09/15/2022
09/16/2022

0.00 606,632.81

0.00 (606,632.81)

0.00 1,059.78
1,920.86

0.00 861.08

0.00 0.00

0.00 861.08
861.08
91282CEF4 UNITED STATES TREASURY 2.5
03/31/2027
09/14/2022
09/15/2022
650,000.00
618,591.80

0.00 0.00
618,591.80
5,461.07

0.00 6,837.43
1,376.37

0.00 0.00

0.00 1,376.37
1,376.37
91282CFH9 UNITED STATES TREASURY

3.125 08/31/2027
09/13/2022
09/14/2022
650,000.00
636,822.26

0.00 0.00
636,822.26
8,500.34

0.00 56.11
(8,444.23)

0.00 0.00

0.00 (8,444.23)
(8,444.23)
91282CFL0 UNITED STATES TREASURY

3.875 09/30/2029
11/14/2024
11/15/2024
350,000.00
343,656.25

0.00 0.00
343,656.25
4,557.89

0.00 5,706.63
1,148.74

0.00 0.00

0.00 1,148.74
1,148.74
91282CFU0 UNITED STATES TREASURY

4.125 10/31/2027
07/08/2024
07/09/2024
650,000.00
645,074.22

0.00 0.00
645,074.22
6,775.99

0.00 9,034.65
2,258.66

0.00 0.00

0.00 2,258.66
2,258.66
91282CGC9 UNITED STATES TREASURY

3.875 12/31/2027
01/24/2023
01/25/2023
350,000.00
354,470.70

0.00 0.00
354,470.70
1,179.35

0.00 2,321.84
1,142.49

0.00 0.00

0.00 1,142.49
1,142.49
91282CGH8 UNITED STATES TREASURY 3.5
01/31/2028
02/22/2023
02/23/2023
500,000.00
486,269.53

0.00 0.00
486,269.53

47.55 0.00
1,521.74
1,474.18

0.00 0.00

0.00 1,474.18
1,474.18
91282CGP0 UNITED STATES TREASURY 4.0
02/29/2028
07/19/2024
07/22/2024
500,000.00
496,367.19

0.00 0.00
496,367.19
8,369.57

0.00 55.25
(8,314.32)

0.00 0.00

3.625 03/31/2028
04/24/2023
04/25/2023
350,000.00
350,259.77

0.00 0.00
350,259.77
4,263.83

0.00 5,338.46
1,074.62

0.00 0.00

0.00 1,074.62
1,074.62
91282CHE4 UNITED STATES TREASURY

3.625 05/31/2028
06/22/2023
06/23/2023
500,000.00
491,308.59

0.00 0.00
491,308.59
3,070.36

0.00 4,605.53
1,535.18

0.00 0.00

0.00 1,535.18
1,535.18
91282CHK0 UNITED STATES TREASURY 4.0
06/30/2028
09/20/2023
09/21/2023
500,000.00
489,179.69

0.00 0.00
489,179.69
1,739.13

0.00 3,423.91
1,684.78

0.00 0.00

0.00 1,684.78
1,684.78
91282CHQ7 UNITED STATES TREASURY

4.125 07/31/2028
08/24/2023
08/25/2023
350,000.00
345,953.13

0.00 0.00
345,953.13

39.23 0.00
1,255.43
1,216.20

0.00 0.00

0.00 1,216.20
1,216.20
91282CJA0 UNITED STATES TREASURY

4.625 09/30/2028
10/18/2023
10/19/2023
350,000.00
345,912.11

0.00 0.00
345,912.11
5,440.06

0.00 6,811.13
1,371.07

0.00 0.00

0.00 1,371.07
1,371.07
91282CJC6 UNITED STATES TREASURY

4.625 10/15/2026
07/19/2024
07/22/2024
500,000.00
502,148.44

0.00 0.00
502,148.44
6,823.77

0.00 8,782.45
1,958.67

0.00 0.00

0.00 1,958.67
1,958.67
91282CJR3 UNITED STATES TREASURY

3.75 12/31/2028
01/22/2024
01/23/2024
400,000.00
395,468.75

0.00 0.00
395,468.75
1,304.35

0.00 2,567.93
1,263.59

0.00 0.00

0.00 1,263.59
1,263.59
91282CJW2 UNITED STATES TREASURY 4.0
01/31/2029
02/12/2024
02/13/2024
650,000.00
646,013.67

0.00 0.00
646,013.67

70.65 0.00
2,260.87
2,190.22

0.00 0.00

0.00 2,190.22
2,190.22
91282CKG5 UNITED STATES TREASURY

4.125 03/31/2029
07/16/2024
07/17/2024
650,000.00
650,000.00

0.00 0.00
650,000.00
9,010.76

0.00 11,281.76
2,271.00

0.00 0.00

0.00 0.00
507,812.50
3,811.48

0.00 5,717.21
1,905.74

0.00 0.00

0.00 1,905.74
1,905.74
91282CKV2 UNITED STATES TREASURY

4.625 06/15/2027
07/08/2024
07/09/2024
650,000.00
653,833.98

0.00 0.00
653,833.98
3,860.49

0.00 6,406.76
2,546.28

0.00 0.00

0.00 2,546.28
2,546.28
91282CKX8 UNITED STATES TREASURY

4.25 06/30/2029
07/08/2024
07/09/2024
650,000.00
650,355.47

0.00 0.00
650,355.47
2,402.17

0.00 4,729.28
2,327.11

0.00 0.00

0.00 2,327.11
2,327.11
91282CKZ3 UNITED STATES TREASURY

4.375 07/15/2027
07/16/2024
07/17/2024
650,000.00
652,462.89

0.00 0.00
652,462.89
1,313.69

0.00 3,709.24
2,395.55

0.00 0.00

0.00 2,395.55
2,395.55
91282CLC3 UNITED STATES TREASURY 4.0
07/31/2029
07/29/2024
07/31/2024
500,000.00
498,632.81

0.00 0.00
498,632.81

54.35 0.00
1,739.13
1,684.78

0.00 0.00

0.00 1,684.78
1,684.78
91282CLK5 UNITED STATES TREASURY

3.625 08/31/2029
09/17/2024
09/18/2024
500,000.00
504,218.75

0.00 0.00
504,218.75
7,584.92

0.00 50.07
(7,534.85)

0.00 0.00

0.00 (7,534.85)
(7,534.85)
91282CMA6 UNITED STATES TREASURY

4.125 11/30/2029
12/19/2024
12/20/2024
700,000.00
691,386.72

0.00 0.00
691,386.72
4,891.39

0.00 7,337.09
2,445.70

0.00 0.00

0.00 2,445.70
2,445.70
91282CMG3 UNITED STATES TREASURY

4.25 01/31/2030
05/29/2025
05/30/2025
500,000.00
504,570.31

0.00 0.00
504,570.31

57.74 0.00
1,847.83
1,790.08

0.00 0.00

0.00 1,790.08
1,790.08
91282CMU2 UNITED STATES TREASURY 4.0
03/31/2030
04/07/2025
04/08/2025
500,000.00
505,625.00

0.00 0.00
505,625.00
6,721.31

0.00 8,415.30
1,693.99

0.00 0.00

3.875 04/30/2030
05/29/2025
05/30/2025
500,000.00
496,367.19

0.00 0.00
496,367.19
4,896.40

0.00 6,528.53
1,632.13

0.00 0.00

0.00 1,632.13
1,632.13
91282CNK3 UNITED STATES TREASURY

3.875 06/30/2030
07/24/2025
07/25/2025
600,000.00
597,632.81

0.00 0.00
597,632.81
2,021.74

0.00 3,980.30
1,958.56

0.00 0.00

0.00 1,958.56
1,958.56
91282CNN7 UNITED STATES TREASURY

3.875 07/31/2030
08/26/2025
08/27/2025
500,000.00

0.00 502,402.34

0.00 (1,421.54)
1,684.78
263.24

0.00 0.00

0.00 263.24
263.24
91324PEG3 UNITEDHEALTH GROUP INC

3.7 05/15/2027
09/13/2022
09/15/2022
250,000.00
244,607.50

0.00 0.00
244,607.50
1,952.78

0.00 2,723.61
770.83

0.00 0.00

0.00 770.83
770.83
92970QAE5 WFCIT 2024-2 A 4.29
10/15/2029
10/17/2024
10/24/2024
210,000.00
209,968.79

0.00 0.00
209,968.79
400.40
750.75
400.40
750.75

0.00 0.00

0.00 750.75
750.75
Total Fixed Income 39,538,243.58
38,799,869.96
903,694.34
(692,125.73)
39,011,438.58
292,934.66
98,951.11
295,228.99
101,245.44

0.00 0.00

0.00 101,245.44 101,245.44
TOTAL PORTFOLIO 39,628,324.58
38,943,535.07
1,088,709.22
(959,526.67)
39,101,519.58
292,934.66
100,016.64
295,228.99
102,310.97

0.00 0.00

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount SEPTEMBER 2025
09/05/2025 Coupon 02665WFY2 325,000.00 AMERICAN HONDA FINANCE CORP 4.8 03/05/2030 7,800.00 7,800.00
09/08/2025 Coupon 24422EWJ4 125,000.00 JOHN DEERE CAPITAL CORP 4.05 09/08/2025 2,531.25 2,531.25 09/08/2025 Final Maturity 24422EWJ4 125,000.00 JOHN DEERE CAPITAL CORP 4.05 09/08/2025 125,000.00 125,000.00 09/08/2025 Coupon 3130AWTR1 300,000.00 FEDERAL HOME LOAN BANKS 4.375 09/08/2028 6,562.50 6,562.50
09/10/2025 Coupon 3130ATS57 500,000.00 FEDERAL HOME LOAN BANKS 4.5 03/10/2028 11,250.00 11,250.00 09/15/2025 Coupon 02582JKH2 110,000.00 AMXCA 2024-1 A 5.23 04/16/2029 479.42 479.42 09/15/2025 Coupon 05522RDJ4 135,000.00 BACCT 2024-1 A 4.93 05/15/2029 554.63 554.63 09/15/2025 Coupon 161571HT4 280,000.00 CHAIT 2023-1 A 5.16 09/15/2028 1,204.00 1,204.00 09/15/2025 Coupon 24422EWK1 250,000.00 JOHN DEERE CAPITAL CORP 4.15 09/15/2027 5,187.50 5,187.50 09/15/2025 Coupon 437921AD1 125,000.00 HAROT 252 A3 4.15 10/15/2029 432.29 432.29 09/15/2025 Coupon 448973AD9 85,000.00 HART 2024-A A3 4.99 02/15/2029 353.46 353.46 09/15/2025 Coupon 44933XAD9 372,792.13 HART 2023-B A3 5.48 04/17/2028 1,714.64 1,714.64 09/15/2025 Principal Paydown 44933XAD9 372,792.13 HART 2023-B A3 5.48 04/17/2028 27,415.28 27,415.28 09/15/2025 Coupon 47786WAD2 65,000.00 JDOT 2024-B A3 5.2 03/15/2029 281.67 281.67 09/15/2025 Coupon 47787CAC7 255,626.24 JDOT 2023-C A3 5.48 05/15/2028 1,167.36 1,167.36 09/15/2025 Principal Paydown 47787CAC7 255,626.24 JDOT 2023-C A3 5.48 05/15/2028 11,896.67 11,896.67 09/15/2025 Coupon 47800BAC2 33,864.30 JDOT 2022-C A3 5.09 06/15/2027 143.64 143.64 09/15/2025 Principal Paydown 47800BAC2 33,864.30 JDOT 2022-C A3 5.09 06/15/2027 3,505.11 3,505.11 09/15/2025 Coupon 47800DAD6 185,000.00 JDOT 2025 A3 4.23 09/17/2029 652.13 652.13 09/15/2025 Coupon 58770JAD6 70,000.00 MBALT 2024-A A3 5.32 01/18/2028 310.37 310.37 09/15/2025 Coupon 89231HAD8 120,000.00 TAOT 2025-B A3 4.34 11/15/2029 434.00 434.00 09/15/2025 Coupon 89238FAD5 24,624.24 TAOT 2022-B A3 2.93 09/15/2026 60.12 60.12 09/15/2025 Principal Paydown 89238FAD5 24,624.24 TAOT 2022-B A3 2.93 09/15/2026 12,496.39 12,496.39 09/15/2025 Coupon 89239TAD4 120,000.00 TAOT 2024-D A3 4.4 06/15/2029 440.00 440.00 09/15/2025 Coupon 92970QAE5 210,000.00 WFCIT 2024-2 A 4.29 10/15/2029 750.75 750.75 09/18/2025 Coupon 43815PAC3 35,096.03 HAROT 2022-2 A3 3.73 07/20/2026 120.86 120.86 09/18/2025 Principal Paydown 43815PAC3 35,096.03 HAROT 2022-2 A3 3.73 07/20/2026 13,945.09 13,945.09 09/18/2025 Coupon 857477CL5 300,000.00 STATE STREET CORP 4.993 03/18/2027 7,489.50 7,489.50 CONFIDENTIAL | 34
City of Stanton | Account #10991 | As of August 31, 2025 Execution Time: 09/03/2025 11:03:37 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 09/22/2025 Coupon 3133EPWK7 500,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

4.5 09/22/2028 11,250.00 11,250.00
09/22/2025 Coupon 459058LR2 235,000.00 INTERNATIONAL BANK FOR RECONSTRUCTION AND DEVELOPM 4.125 03/20/2030 4,846.88 4,846.88
09/24/2025 Coupon 3135G0Q22 650,000.00 FEDERAL NATIONAL MORTGAGE ASSOCIATION

1.875 09/24/2026 6,093.75 6,093.75
09/25/2025 Coupon 096912AD2 100,000.00 BMWLT 2025-1 A3 4.43 06/26/2028 397.50 397.50 09/25/2025 Coupon 096919AD7 120,000.00 BMWOT 2024-A A3 5.18 02/26/2029 518.00 518.00 09/25/2025 Coupon 3137BTUM1 335,581.51 FHMS K-061 A2 3.347 11/25/2026 935.99 935.99 09/25/2025 Principal Paydown 3137BTUM1 335,581.51 FHMS K-061 A2 3.347 11/25/2026 694.70 694.70 09/25/2025 Coupon 3137BVZ82 350,000.00 FHMS K-063 A2 3.43 01/25/2027 1,000.42 1,000.42 09/25/2025 Coupon 3137F2LJ3 350,000.00 FHMS K-066 A2 3.117 06/25/2027 909.13 909.13 09/25/2025 Coupon 3137FAWS3 310,000.00 FHMS K-067 A2 3.194 07/25/2027 825.12 825.12 09/25/2025 Coupon 3137FBU79 488,989.37 FHMS K-069 A2 3.187 09/25/2027 1,298.67 1,298.67 09/25/2025 Principal Paydown 3137FBU79 488,989.37 FHMS K-069 A2 3.187 09/25/2027 823.77 823.77 09/25/2025 Coupon 3137FG6X8 510,000.00 FHMS K-077 A2 3.85 05/25/2028 1,636.25 1,636.25 09/25/2025 Coupon 3137FKSH0 500,000.00 FHMS K-086 A2 3.859 11/25/2028 1,607.92 1,607.92 09/25/2025 Coupon 3137FKUP9 400,000.00 FHMS K-087 A2 3.771 12/25/2028 1,257.00 1,257.00 09/25/2025 Coupon 3137FLMV3 400,000.00 FHMS K-090 A2 3.422 02/25/2029 1,140.67 1,140.67 09/25/2025 Coupon 3137FLYV0 250,000.00 FHMS K-092 A2 3.298 04/25/2029 687.08 687.08 09/25/2025 Coupon 3137FMCR1 346,669.76 FHMS K-093 A2 2.982 05/25/2029 861.47 861.47 09/25/2025 Principal Paydown 3137FMCR1 346,669.76 FHMS K-093 A2 2.982 05/25/2029 377.93 377.93 09/25/2025 Coupon 3137H5YC5 525,000.00 FHMS K-748 A2 2.26 01/25/2029 988.75 988.75 09/30/2025 Coupon 91282CEF4 650,000.00 UNITED STATES TREASURY 2.5 03/31/2027 8,125.00 8,125.00 09/30/2025 Coupon 91282CFL0 350,000.00 UNITED STATES TREASURY 3.875 09/30/2029 6,781.25 6,781.25 09/30/2025 Coupon 91282CGT2 350,000.00 UNITED STATES TREASURY 3.625 03/31/2028 6,343.75 6,343.75 09/30/2025 Coupon 91282CJA0 350,000.00 UNITED STATES TREASURY 4.625 09/30/2028 8,093.75 8,093.75 09/30/2025 Coupon 91282CKG5 650,000.00 UNITED STATES TREASURY 4.125 03/31/2029 13,406.25 13,406.25 09/30/2025 Coupon 91282CMU2 500,000.00 UNITED STATES TREASURY 4.0 03/31/2030 10,000.00 10,000.00 September 2025
Total 196,154.94 138,924.67 335,079.61
OCTOBER 2025
CONFIDENTIAL | 35
City of Stanton | Account #10991 | As of August 31, 2025 Execution Time: 09/03/2025 11:03:37 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 10/01/2025 Coupon 74340XBK6 250,000.00 PROLOGIS LP 3.25 10/01/2026 4,062.50 4,062.50 10/10/2025 Coupon 3133ERAK7 400,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

4.375 04/10/2029 8,750.00 8,750.00
10/15/2025 Coupon 02582JKH2 110,000.00 AMXCA 2024-1 A 5.23 04/16/2029 479.42 479.42 10/15/2025 Coupon 05522RDJ4 135,000.00 BACCT 2024-1 A 4.93 05/15/2029 554.63 554.63 10/15/2025 Coupon 161571HT4 280,000.00 CHAIT 2023-1 A 5.16 09/15/2028 1,204.00 1,204.00 10/15/2025 Coupon 437921AD1 125,000.00 HAROT 252 A3 4.15 10/15/2029 432.29 432.29 10/15/2025 Coupon 448973AD9 85,000.00 HART 2024-A A3 4.99 02/15/2029 353.46 353.46 10/15/2025 Coupon 44933XAD9 372,792.13 HART 2023-B A3 5.48 04/17/2028 1,589.44 1,589.44 10/15/2025 Principal Paydown 44933XAD9 372,792.13 HART 2023-B A3 5.48 04/17/2028 26,207.92 26,207.92 10/15/2025 Coupon 47786WAD2 65,000.00 JDOT 2024-B A3 5.2 03/15/2029 281.67 281.67 10/15/2025 Coupon 47787CAC7 255,626.24 JDOT 2023-C A3 5.48 05/15/2028 1,113.03 1,113.03 10/15/2025 Principal Paydown 47787CAC7 255,626.24 JDOT 2023-C A3 5.48 05/15/2028 14,715.68 14,715.68 10/15/2025 Coupon 47800BAC2 33,864.30 JDOT 2022-C A3 5.09 06/15/2027 128.77 128.77 10/15/2025 Principal Paydown 47800BAC2 33,864.30 JDOT 2022-C A3 5.09 06/15/2027 2,680.57 2,680.57 10/15/2025 Coupon 47800DAD6 185,000.00 JDOT 2025 A3 4.23 09/17/2029 652.13 652.13 10/15/2025 Coupon 58770JAD6 70,000.00 MBALT 2024-A A3 5.32 01/18/2028 310.37 310.37 10/15/2025 Coupon 89231HAD8 120,000.00 TAOT 2025-B A3 4.34 11/15/2029 434.00 434.00 10/15/2025 Coupon 89238FAD5 24,624.24 TAOT 2022-B A3 2.93 09/15/2026 29.61 29.61 10/15/2025 Principal Paydown 89238FAD5 24,624.24 TAOT 2022-B A3 2.93 09/15/2026 12,087.21 12,087.21 10/15/2025 Coupon 89239TAD4 120,000.00 TAOT 2024-D A3 4.4 06/15/2029 440.00 440.00 10/15/2025 Coupon 91282CJC6 500,000.00 UNITED STATES TREASURY 4.625 10/15/2026 11,562.50 11,562.50 10/15/2025 Coupon 92970QAE5 210,000.00 WFCIT 2024-2 A 4.29 10/15/2029 750.75 750.75 10/20/2025 Coupon 43815PAC3 35,096.03 HAROT 2022-2 A3 3.73 07/20/2026 77.52 77.52 10/20/2025 Principal Paydown 43815PAC3 35,096.03 HAROT 2022-2 A3 3.73 07/20/2026 13,434.54 13,434.54 10/22/2025 Coupon 46647PCB0 250,000.00 JPMORGAN CHASE & CO 1.578 04/22/2027 1,972.50 1,972.50 10/27/2025 Coupon 096912AD2 100,000.00 BMWLT 2025-1 A3 4.43 06/26/2028 397.50 397.50 10/27/2025 Coupon 096919AD7 120,000.00 BMWOT 2024-A A3 5.18 02/26/2029 518.00 518.00 10/27/2025 Coupon 3133EPGW9 250,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

3.875 04/25/2028 4,843.75 4,843.75
10/27/2025 Coupon 3137BTUM1 335,581.51 FHMS K-061 A2 3.347 11/25/2026 934.06 934.06 10/27/2025 Principal Paydown 3137BTUM1 335,581.51 FHMS K-061 A2 3.347 11/25/2026 736.95 736.95 CONFIDENTIAL | 36
City of Stanton | Account #10991 | As of August 31, 2025 Execution Time: 09/03/2025 11:03:37 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 10/27/2025 Coupon 3137BVZ82 350,000.00 FHMS K-063 A2 3.43 01/25/2027 1,000.42 1,000.42 10/27/2025 Coupon 3137F2LJ3 350,000.00 FHMS K-066 A2 3.117 06/25/2027 909.13 909.13 10/27/2025 Coupon 3137FAWS3 310,000.00 FHMS K-067 A2 3.194 07/25/2027 825.12 825.12 10/27/2025 Coupon 3137FBU79 488,989.37 FHMS K-069 A2 3.187 09/25/2027 1,296.49 1,296.49 10/27/2025 Principal Paydown 3137FBU79 488,989.37 FHMS K-069 A2 3.187 09/25/2027 879.90 879.90 10/27/2025 Coupon 3137FG6X8 510,000.00 FHMS K-077 A2 3.85 05/25/2028 1,636.25 1,636.25 10/27/2025 Coupon 3137FKSH0 500,000.00 FHMS K-086 A2 3.859 11/25/2028 1,607.92 1,607.92 10/27/2025 Coupon 3137FKUP9 400,000.00 FHMS K-087 A2 3.771 12/25/2028 1,257.00 1,257.00 10/27/2025 Coupon 3137FLMV3 400,000.00 FHMS K-090 A2 3.422 02/25/2029 1,140.67 1,140.67 10/27/2025 Coupon 3137FLYV0 250,000.00 FHMS K-092 A2 3.298 04/25/2029 687.08 687.08 10/27/2025 Coupon 3137FMCR1 346,669.76 FHMS K-093 A2 2.982 05/25/2029 860.54 860.54 10/27/2025 Principal Paydown 3137FMCR1 346,669.76 FHMS K-093 A2 2.982 05/25/2029 410.83 410.83 10/27/2025 Coupon 3137H5YC5 525,000.00 FHMS K-748 A2 2.26 01/25/2029 988.75 988.75 10/30/2025 Coupon 3133ERDH1 500,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

4.75 04/30/2029 11,875.00 11,875.00
10/31/2025 Coupon 91282CFU0 650,000.00 UNITED STATES TREASURY 4.125 10/31/2027 13,406.25 13,406.25 10/31/2025 Coupon 91282CMZ1 500,000.00 UNITED STATES TREASURY 3.875 04/30/2030 9,687.50 9,687.50 October 2025 Total 71,153.60 89,049.98 160,203.58
NOVEMBER 2025
11/03/2025 Coupon 194162AT0 210,000.00 COLGATE-PALMOLIVE CO 4.2 05/01/2030 4,385.50 4,385.50 11/03/2025 Coupon 74456QBU9 300,000.00 PUBLIC SERVICE ELECTRIC AND GAS CO 3.7 05/01/2028 5,550.00 5,550.00
11/17/2025 Coupon 02582JKH2 110,000.00 AMXCA 2024-1 A 5.23 04/16/2029 479.42 479.42 11/17/2025 Coupon 05522RDJ4 135,000.00 BACCT 2024-1 A 4.93 05/15/2029 554.63 554.63 11/17/2025 Coupon 14913UAU4 150,000.00 CATERPILLAR FINANCIAL SERVICES CORP 4.7 11/15/2029 3,525.00 3,525.00
11/17/2025 Coupon 161571HT4 280,000.00 CHAIT 2023-1 A 5.16 09/15/2028 1,204.00 1,204.00 11/17/2025 Coupon 437921AD1 125,000.00 HAROT 252 A3 4.15 10/15/2029 432.29 432.29 11/17/2025 Coupon 448973AD9 85,000.00 HART 2024-A A3 4.99 02/15/2029 353.46 353.46 11/17/2025 Coupon 44933XAD9 372,792.13 HART 2023-B A3 5.48 04/17/2028 1,469.76 1,469.76 11/17/2025 Principal Paydown 44933XAD9 372,792.13 HART 2023-B A3 5.48 04/17/2028 25,540.09 25,540.09 11/17/2025 Coupon 47786WAD2 65,000.00 JDOT 2024-B A3 5.2 03/15/2029 281.67 281.67 CONFIDENTIAL | 37
City of Stanton | Account #10991 | As of August 31, 2025 Execution Time: 09/03/2025 11:03:37 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 11/17/2025 Coupon 47787CAC7 255,626.24 JDOT 2023-C A3 5.48 05/15/2028 1,045.83 1,045.83 11/17/2025 Principal Paydown 47787CAC7 255,626.24 JDOT 2023-C A3 5.48 05/15/2028 15,970.82 15,970.82 11/17/2025 Coupon 47800BAC2 33,864.30 JDOT 2022-C A3 5.09 06/15/2027 117.40 117.40 11/17/2025 Principal Paydown 47800BAC2 33,864.30 JDOT 2022-C A3 5.09 06/15/2027 2,948.14 2,948.14 11/17/2025 Coupon 47800DAD6 185,000.00 JDOT 2025 A3 4.23 09/17/2029 652.13 652.13 11/17/2025 Coupon 58770JAD6 70,000.00 MBALT 2024-A A3 5.32 01/18/2028 310.37 310.37 11/17/2025 Coupon 58933YBH7 300,000.00 MERCK & CO INC 4.05 05/17/2028 6,075.00 6,075.00 11/17/2025 Coupon 89231HAD8 120,000.00 TAOT 2025-B A3 4.34 11/15/2029 434.00 434.00 11/17/2025 Coupon 89238FAD5 24,624.24 TAOT 2022-B A3 2.93 09/15/2026 0.10 0.10 11/17/2025 Effective Maturity 89238FAD5 24,624.24 TAOT 2022-B A3 2.93 09/15/2026 40.64 40.64 11/17/2025 Coupon 89239TAD4 120,000.00 TAOT 2024-D A3 4.4 06/15/2029 440.00 440.00 11/17/2025 Coupon 91324PEG3 250,000.00 UNITEDHEALTH GROUP INC 3.7 05/15/2027 4,625.00 4,625.00 11/17/2025 Coupon 92970QAE5 210,000.00 WFCIT 2024-2 A 4.29 10/15/2029 750.75 750.75 11/18/2025 Coupon 43815PAC3 35,096.03 HAROT 2022-2 A3 3.73 07/20/2026 35.76 35.76 11/18/2025 Effective Maturity 43815PAC3 35,096.03 HAROT 2022-2 A3 3.73 07/20/2026 11,503.28 11,503.28 11/20/2025 Coupon 3133ERFJ5 450,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

4.5 05/20/2027 10,125.00 10,125.00
11/21/2025 Coupon 00287YBX6 400,000.00 ABBVIE INC 3.2 11/21/2029 6,400.00 6,400.00 11/25/2025 Coupon 096912AD2 100,000.00 BMWLT 2025-1 A3 4.43 06/26/2028 397.50 397.50 11/25/2025 Coupon 096919AD7 120,000.00 BMWOT 2024-A A3 5.18 02/26/2029 518.00 518.00 11/25/2025 Coupon 3137BTUM1 335,581.51 FHMS K-061 A2 3.347 11/25/2026 932.00 932.00 11/25/2025 Principal Paydown 3137BTUM1 335,581.51 FHMS K-061 A2 3.347 11/25/2026 699.06 699.06 11/25/2025 Coupon 3137BVZ82 350,000.00 FHMS K-063 A2 3.43 01/25/2027 1,000.42 1,000.42 11/25/2025 Coupon 3137F2LJ3 350,000.00 FHMS K-066 A2 3.117 06/25/2027 909.13 909.13 11/25/2025 Coupon 3137FAWS3 310,000.00 FHMS K-067 A2 3.194 07/25/2027 825.12 825.12 11/25/2025 Coupon 3137FBU79 488,989.37 FHMS K-069 A2 3.187 09/25/2027 1,294.15 1,294.15 11/25/2025 Principal Paydown 3137FBU79 488,989.37 FHMS K-069 A2 3.187 09/25/2027 829.18 829.18 11/25/2025 Coupon 3137FG6X8 510,000.00 FHMS K-077 A2 3.85 05/25/2028 1,636.25 1,636.25 11/25/2025 Coupon 3137FKSH0 500,000.00 FHMS K-086 A2 3.859 11/25/2028 1,607.92 1,607.92 11/25/2025 Coupon 3137FKUP9 400,000.00 FHMS K-087 A2 3.771 12/25/2028 1,257.00 1,257.00 11/25/2025 Coupon 3137FLMV3 400,000.00 FHMS K-090 A2 3.422 02/25/2029 1,140.67 1,140.67 11/25/2025 Coupon 3137FLYV0 250,000.00 FHMS K-092 A2 3.298 04/25/2029 687.08 687.08 CONFIDENTIAL | 38
City of Stanton | Account #10991 | As of August 31, 2025 Execution Time: 09/03/2025 11:03:37 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 11/25/2025 Coupon 3137FMCR1 346,669.76 FHMS K-093 A2 2.982 05/25/2029 859.52 859.52 11/25/2025 Principal Paydown 3137FMCR1 346,669.76 FHMS K-093 A2 2.982 05/25/2029 379.70 379.70 11/25/2025 Coupon 3137H5YC5 525,000.00 FHMS K-748 A2 2.26 01/25/2029 988.75 988.75 November 2025
Total 57,910.91 63,300.54 121,211.45
DECEMBER 2025
12/01/2025 Coupon 26442CAS3 250,000.00 DUKE ENERGY CAROLINAS LLC 2.95 12/01/2026 3,687.50 3,687.50
12/01/2025 Coupon 91282CHE4 500,000.00 UNITED STATES TREASURY 3.625 05/31/2028 9,062.50 9,062.50 12/01/2025 Coupon 91282CKT7 500,000.00 UNITED STATES TREASURY 4.5 05/31/2029 11,250.00 11,250.00 12/01/2025 Coupon 91282CMA6 700,000.00 UNITED STATES TREASURY 4.125 11/30/2029 14,437.50 14,437.50 12/08/2025 Coupon 3130AXQK7 650,000.00 FEDERAL HOME LOAN BANKS 4.75 12/08/2028 15,437.50 15,437.50 12/15/2025 Coupon 02582JKH2 110,000.00 AMXCA 2024-1 A 5.23 04/16/2029 479.42 479.42 12/15/2025 Coupon 05522RDJ4 135,000.00 BACCT 2024-1 A 4.93 05/15/2029 554.63 554.63 12/15/2025 Coupon 161571HT4 280,000.00 CHAIT 2023-1 A 5.16 09/15/2028 1,204.00 1,204.00 12/15/2025 Coupon 341081GT8 300,000.00 FLORIDA POWER & LIGHT CO 5.15 06/15/2029 7,725.00 7,725.00 12/15/2025 Coupon 437921AD1 125,000.00 HAROT 252 A3 4.15 10/15/2029 432.29 432.29 12/15/2025 Coupon 448973AD9 85,000.00 HART 2024-A A3 4.99 02/15/2029 353.46 353.46 12/15/2025 Coupon 44933XAD9 372,792.13 HART 2023-B A3 5.48 04/17/2028 1,353.13 1,353.13 12/15/2025 Principal Paydown 44933XAD9 372,792.13 HART 2023-B A3 5.48 04/17/2028 24,147.75 24,147.75 12/15/2025 Coupon 47786WAD2 65,000.00 JDOT 2024-B A3 5.2 03/15/2029 281.67 281.67 12/15/2025 Coupon 47787CAC7 255,626.24 JDOT 2023-C A3 5.48 05/15/2028 972.90 972.90 12/15/2025 Principal Paydown 47787CAC7 255,626.24 JDOT 2023-C A3 5.48 05/15/2028 12,030.72 12,030.72 12/15/2025 Coupon 47800BAC2 33,864.30 JDOT 2022-C A3 5.09 06/15/2027 104.90 104.90 12/15/2025 Principal Paydown 47800BAC2 33,864.30 JDOT 2022-C A3 5.09 06/15/2027 2,385.48 2,385.48 12/15/2025 Coupon 47800DAD6 185,000.00 JDOT 2025 A3 4.23 09/17/2029 652.13 652.13 12/15/2025 Coupon 58770JAD6 70,000.00 MBALT 2024-A A3 5.32 01/18/2028 310.37 310.37 12/15/2025 Coupon 89231HAD8 120,000.00 TAOT 2025-B A3 4.34 11/15/2029 434.00 434.00 12/15/2025 Coupon 89239TAD4 120,000.00 TAOT 2024-D A3 4.4 06/15/2029 440.00 440.00 12/15/2025 Coupon 91282CKV2 650,000.00 UNITED STATES TREASURY 4.625 06/15/2027 15,031.25 15,031.25 12/15/2025 Coupon 92970QAE5 210,000.00 WFCIT 2024-2 A 4.29 10/15/2029 750.75 750.75 12/25/2025 Coupon 096912AD2 100,000.00 BMWLT 2025-1 A3 4.43 06/26/2028 397.50 397.50 CONFIDENTIAL | 39
City of Stanton | Account #10991 | As of August 31, 2025 Execution Time: 09/03/2025 11:03:37 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 12/25/2025 Coupon 096919AD7 120,000.00 BMWOT 2024-A A3 5.18 02/26/2029 518.00 518.00 12/25/2025 Coupon 3137BTUM1 335,581.51 FHMS K-061 A2 3.347 11/25/2026 930.05 930.05 12/25/2025 Principal Paydown 3137BTUM1 335,581.51 FHMS K-061 A2 3.347 11/25/2026 741.13 741.13 12/25/2025 Coupon 3137BVZ82 350,000.00 FHMS K-063 A2 3.43 01/25/2027 1,000.42 1,000.42 12/25/2025 Coupon 3137F2LJ3 350,000.00 FHMS K-066 A2 3.117 06/25/2027 909.13 909.13 12/25/2025 Coupon 3137FAWS3 310,000.00 FHMS K-067 A2 3.194 07/25/2027 825.12 825.12 12/25/2025 Coupon 3137FBU79 488,989.37 FHMS K-069 A2 3.187 09/25/2027 1,291.95 1,291.95 12/25/2025 Principal Paydown 3137FBU79 488,989.37 FHMS K-069 A2 3.187 09/25/2027 885.11 885.11 12/25/2025 Coupon 3137FG6X8 510,000.00 FHMS K-077 A2 3.85 05/25/2028 1,636.25 1,636.25 12/25/2025 Coupon 3137FKSH0 500,000.00 FHMS K-086 A2 3.859 11/25/2028 1,607.92 1,607.92 12/25/2025 Coupon 3137FKUP9 400,000.00 FHMS K-087 A2 3.771 12/25/2028 1,257.00 1,257.00 12/25/2025 Coupon 3137FLMV3 400,000.00 FHMS K-090 A2 3.422 02/25/2029 1,140.67 1,140.67 12/25/2025 Coupon 3137FLYV0 250,000.00 FHMS K-092 A2 3.298 04/25/2029 687.08 687.08 12/25/2025 Coupon 3137FMCR1 346,669.76 FHMS K-093 A2 2.982 05/25/2029 858.57 858.57 12/25/2025 Principal Paydown 3137FMCR1 346,669.76 FHMS K-093 A2 2.982 05/25/2029 412.41 412.41 12/25/2025 Coupon 3137H5YC5 525,000.00 FHMS K-748 A2 2.26 01/25/2029 988.75 988.75 12/26/2025 Coupon 437076DC3 500,000.00 HOME DEPOT INC 4.75 06/25/2029 11,875.00 11,875.00 12/31/2025 Coupon 91282CGC9 350,000.00 UNITED STATES TREASURY 3.875 12/31/2027 6,781.25 6,781.25 12/31/2025 Coupon 91282CHK0 500,000.00 UNITED STATES TREASURY 4.0 06/30/2028 10,000.00 10,000.00 12/31/2025 Coupon 91282CJR3 400,000.00 UNITED STATES TREASURY 3.75 12/31/2028 7,500.00 7,500.00 12/31/2025 Coupon 91282CKX8 650,000.00 UNITED STATES TREASURY 4.25 06/30/2029 13,812.50 13,812.50 12/31/2025 Coupon 91282CNK3 600,000.00 UNITED STATES TREASURY 3.875 06/30/2030 11,625.00 11,625.00 December 2025
Total 40,602.60 160,597.02 201,199.62
JANUARY 2026
01/09/2026 Coupon 89236TNA9 330,000.00 TOYOTA MOTOR CREDIT CORP 4.95 01/09/2030 8,167.50 8,167.50 01/12/2026 Coupon 3133ERKR1 650,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

4.625 07/10/2026 15,031.25 15,031.25
01/12/2026 Coupon 459058KT9 225,000.00 INTERNATIONAL BANK FOR RECONSTRUCTION AND DEVELOPM 3.5 07/12/2028 3,937.50 3,937.50
01/13/2026 Coupon 45950KDD9 230,000.00 INTERNATIONAL FINANCE CORP 4.5 07/13/2028 5,175.00 5,175.00
CONFIDENTIAL | 40
City of Stanton | Account #10991 | As of August 31, 2025 Execution Time: 09/03/2025 11:03:37 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 01/13/2026 Coupon 713448FQ6 65,000.00 PEPSICO INC 4.55 02/13/2026 1,232.29 1,232.29 01/13/2026 Effective Maturity 713448FQ6 65,000.00 PEPSICO INC 4.55 02/13/2026 65,000.00 65,000.00 01/15/2026 Coupon 02582JKH2 110,000.00 AMXCA 2024-1 A 5.23 04/16/2029 479.42 479.42 01/15/2026 Coupon 05522RDJ4 135,000.00 BACCT 2024-1 A 4.93 05/15/2029 554.63 554.63 01/15/2026 Coupon 161571HT4 280,000.00 CHAIT 2023-1 A 5.16 09/15/2028 1,204.00 1,204.00 01/15/2026 Coupon 437921AD1 125,000.00 HAROT 252 A3 4.15 10/15/2029 432.29 432.29 01/15/2026 Coupon 448973AD9 85,000.00 HART 2024-A A3 4.99 02/15/2029 353.46 353.46 01/15/2026 Principal Paydown 448973AD9 85,000.00 HART 2024-A A3 4.99 02/15/2029 2,720.94 2,720.94 01/15/2026 Coupon 44933XAD9 372,792.13 HART 2023-B A3 5.48 04/17/2028 1,242.85 1,242.85 01/15/2026 Principal Paydown 44933XAD9 372,792.13 HART 2023-B A3 5.48 04/17/2028 23,650.71 23,650.71 01/15/2026 Coupon 47786WAD2 65,000.00 JDOT 2024-B A3 5.2 03/15/2029 281.67 281.67 01/15/2026 Coupon 47787CAC7 255,626.24 JDOT 2023-C A3 5.48 05/15/2028 917.96 917.96 01/15/2026 Principal Paydown 47787CAC7 255,626.24 JDOT 2023-C A3 5.48 05/15/2028 17,409.46 17,409.46 01/15/2026 Coupon 47800BAC2 33,864.30 JDOT 2022-C A3 5.09 06/15/2027 94.78 94.78 01/15/2026 Principal Paydown 47800BAC2 33,864.30 JDOT 2022-C A3 5.09 06/15/2027 3,857.04 3,857.04 01/15/2026 Coupon 47800DAD6 185,000.00 JDOT 2025 A3 4.23 09/17/2029 652.13 652.13 01/15/2026 Coupon 58770JAD6 70,000.00 MBALT 2024-A A3 5.32 01/18/2028 310.37 310.37 01/15/2026 Principal Paydown 58770JAD6 70,000.00 MBALT 2024-A A3 5.32 01/18/2028 4,219.84 4,219.84 01/15/2026 Coupon 89231HAD8 120,000.00 TAOT 2025-B A3 4.34 11/15/2029 434.00 434.00 01/15/2026 Coupon 89239TAD4 120,000.00 TAOT 2024-D A3 4.4 06/15/2029 440.00 440.00 01/15/2026 Coupon 91282CKZ3 650,000.00 UNITED STATES TREASURY 4.375 07/15/2027 14,218.75 14,218.75 01/15/2026 Coupon 92970QAE5 210,000.00 WFCIT 2024-2 A 4.29 10/15/2029 750.75 750.75 01/20/2026 Coupon 025816EJ4 325,000.00 AMERICAN EXPRESS CO 4.351 07/20/2029 6,873.98 6,873.98 01/20/2026 Coupon 61747YEC5 250,000.00 MORGAN STANLEY 1.512 07/20/2027 1,890.00 1,890.00 01/20/2026 Coupon 713448FX1 400,000.00 PEPSICO INC 4.5 07/17/2029 9,000.00 9,000.00 01/22/2026 Coupon 06051GJS9 250,000.00 BANK OF AMERICA CORP 1.734 07/22/2027 2,167.50 2,167.50 01/23/2026 Coupon 3133ERMB4 650,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

4.25 07/23/2027 13,812.50 13,812.50
01/23/2026 Coupon 46647PEB8 300,000.00 JPMORGAN CHASE & CO 5.012 01/23/2030 7,518.00 7,518.00 01/26/2026 Coupon 06051GMK2 380,000.00 BANK OF AMERICA CORP 4.979 01/24/2029 9,460.10 9,460.10 01/26/2026 Coupon 09290DAH4 475,000.00 BLACKROCK INC 4.6 07/26/2027 10,925.00 10,925.00 01/26/2026 Coupon 096912AD2 100,000.00 BMWLT 2025-1 A3 4.43 06/26/2028 397.50 397.50 CONFIDENTIAL | 41
City of Stanton | Account #10991 | As of August 31, 2025 Execution Time: 09/03/2025 11:03:37 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 01/26/2026 Coupon 096919AD7 120,000.00 BMWOT 2024-A A3 5.18 02/26/2029 518.00 518.00 01/26/2026 Principal Paydown 096919AD7 120,000.00 BMWOT 2024-A A3 5.18 02/26/2029 3,313.89 3,313.89 01/26/2026 Coupon 3137BTUM1 335,581.51 FHMS K-061 A2 3.347 11/25/2026 927.98 927.98 01/26/2026 Principal Paydown 3137BTUM1 335,581.51 FHMS K-061 A2 3.347 11/25/2026 703.43 703.43 01/26/2026 Coupon 3137BVZ82 350,000.00 FHMS K-063 A2 3.43 01/25/2027 1,000.42 1,000.42 01/26/2026 Coupon 3137F2LJ3 350,000.00 FHMS K-066 A2 3.117 06/25/2027 909.13 909.13 01/26/2026 Coupon 3137FAWS3 310,000.00 FHMS K-067 A2 3.194 07/25/2027 825.12 825.12 01/26/2026 Coupon 3137FBU79 488,989.37 FHMS K-069 A2 3.187 09/25/2027 1,289.60 1,289.60 01/26/2026 Principal Paydown 3137FBU79 488,989.37 FHMS K-069 A2 3.187 09/25/2027 834.62 834.62 01/26/2026 Coupon 3137FG6X8 510,000.00 FHMS K-077 A2 3.85 05/25/2028 1,636.25 1,636.25 01/26/2026 Coupon 3137FKSH0 500,000.00 FHMS K-086 A2 3.859 11/25/2028 1,607.92 1,607.92 01/26/2026 Coupon 3137FKUP9 400,000.00 FHMS K-087 A2 3.771 12/25/2028 1,257.00 1,257.00 01/26/2026 Coupon 3137FLMV3 400,000.00 FHMS K-090 A2 3.422 02/25/2029 1,140.67 1,140.67 01/26/2026 Coupon 3137FLYV0 250,000.00 FHMS K-092 A2 3.298 04/25/2029 687.08 687.08 01/26/2026 Coupon 3137FMCR1 346,669.76 FHMS K-093 A2 2.982 05/25/2029 857.55 857.55 01/26/2026 Principal Paydown 3137FMCR1 346,669.76 FHMS K-093 A2 2.982 05/25/2029 381.47 381.47 01/26/2026 Coupon 3137H5YC5 525,000.00 FHMS K-748 A2 2.26 01/25/2029 988.75 988.75 January 2026 Total 122,091.39 131,600.61 253,692.00
FEBRUARY 2026
02/02/2026 Coupon 13063EGT7 395,000.00 CALIFORNIA STATE 4.5 08/01/2029 8,887.50 8,887.50 02/02/2026 Coupon 69371RS80 365,000.00 PACCAR FINANCIAL CORP 4.6 01/31/2029 8,395.00 8,395.00 02/02/2026 Coupon 91282CGH8 500,000.00 UNITED STATES TREASURY 3.5 01/31/2028 8,750.00 8,750.00 02/02/2026 Coupon 91282CHQ7 350,000.00 UNITED STATES TREASURY 4.125 07/31/2028 7,218.75 7,218.75 02/02/2026 Coupon 91282CJW2 650,000.00 UNITED STATES TREASURY 4.0 01/31/2029 13,000.00 13,000.00 02/02/2026 Coupon 91282CLC3 500,000.00 UNITED STATES TREASURY 4.0 07/31/2029 10,000.00 10,000.00 02/02/2026 Coupon 91282CMG3 500,000.00 UNITED STATES TREASURY 4.25 01/31/2030 10,625.00 10,625.00 02/02/2026 Coupon 91282CNN7 500,000.00 UNITED STATES TREASURY 3.875 07/31/2030 9,687.50 9,687.50 02/09/2026 Coupon 89236TMK8 450,000.00 TOYOTA MOTOR CREDIT CORP 4.55 08/09/2029 10,237.50 10,237.50 02/12/2026 Coupon 14913R3A3 250,000.00 CATERPILLAR FINANCIAL SERVICES CORP 3.6 08/12/2027 4,500.00 4,500.00
02/12/2026 Coupon 532457CV8 500,000.00 ELI LILLY AND CO 4.75 02/12/2030 11,875.00 11,875.00 02/16/2026 Coupon 05522RDJ4 135,000.00 BACCT 2024-1 A 4.93 05/15/2029 554.63 554.63 CONFIDENTIAL | 42
City of Stanton | Account #10991 | As of August 31, 2025 Execution Time: 09/03/2025 11:03:37 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 02/16/2026 Coupon 161571HT4 280,000.00 CHAIT 2023-1 A 5.16 09/15/2028 1,204.00 1,204.00 02/16/2026 Coupon 437921AD1 125,000.00 HAROT 252 A3 4.15 10/15/2029 432.29 432.29 02/16/2026 Coupon 448973AD9 85,000.00 HART 2024-A A3 4.99 02/15/2029 342.14 342.14 02/16/2026 Principal Paydown 448973AD9 85,000.00 HART 2024-A A3 4.99 02/15/2029 4,581.84 4,581.84 02/16/2026 Coupon 44933XAD9 372,792.13 HART 2023-B A3 5.48 04/17/2028 1,134.85 1,134.85 02/16/2026 Principal Paydown 44933XAD9 372,792.13 HART 2023-B A3 5.48 04/17/2028 21,119.66 21,119.66 02/16/2026 Coupon 47786WAD2 65,000.00 JDOT 2024-B A3 5.2 03/15/2029 281.67 281.67 02/16/2026 Coupon 47787CAC7 255,626.24 JDOT 2023-C A3 5.48 05/15/2028 838.45 838.45 02/16/2026 Principal Paydown 47787CAC7 255,626.24 JDOT 2023-C A3 5.48 05/15/2028 15,847.66 15,847.66 02/16/2026 Coupon 47800BAC2 33,864.30 JDOT 2022-C A3 5.09 06/15/2027 78.42 78.42 02/16/2026 Principal Paydown 47800BAC2 33,864.30 JDOT 2022-C A3 5.09 06/15/2027 3,481.02 3,481.02 02/16/2026 Coupon 47800DAD6 185,000.00 JDOT 2025 A3 4.23 09/17/2029 652.13 652.13 02/16/2026 Coupon 58770JAD6 70,000.00 MBALT 2024-A A3 5.32 01/18/2028 291.66 291.66 02/16/2026 Principal Paydown 58770JAD6 70,000.00 MBALT 2024-A A3 5.32 01/18/2028 4,799.34 4,799.34 02/16/2026 Coupon 89231HAD8 120,000.00 TAOT 2025-B A3 4.34 11/15/2029 434.00 434.00 02/16/2026 Coupon 89239TAD4 120,000.00 TAOT 2024-D A3 4.4 06/15/2029 440.00 440.00 02/17/2026 Coupon 02582JKH2 110,000.00 AMXCA 2024-1 A 5.23 04/16/2029 479.42 479.42 02/17/2026 Coupon 171239AL0 450,000.00 CHUBB INA HOLDINGS LLC 4.65 08/15/2029 10,462.50 10,462.50 02/17/2026 Coupon 4581X0EN4 400,000.00 INTER-AMERICAN DEVELOPMENT BANK 4.125 02/15/2029 8,250.00 8,250.00
02/17/2026 Coupon 9128282A7 650,000.00 UNITED STATES TREASURY 1.5 08/15/2026 4,875.00 4,875.00 02/17/2026 Coupon 92970QAE5 210,000.00 WFCIT 2024-2 A 4.29 10/15/2029 750.75 750.75 02/23/2026 Coupon 023135BC9 250,000.00 AMAZON.COM INC 3.15 08/22/2027 3,937.50 3,937.50 02/25/2026 Coupon 096912AD2 100,000.00 BMWLT 2025-1 A3 4.43 06/26/2028 397.50 397.50 02/25/2026 Coupon 096919AD7 120,000.00 BMWOT 2024-A A3 5.18 02/26/2029 503.70 503.70 02/25/2026 Principal Paydown 096919AD7 120,000.00 BMWOT 2024-A A3 5.18 02/26/2029 6,504.86 6,504.86 02/25/2026 Coupon 3137BTUM1 335,581.51 FHMS K-061 A2 3.347 11/25/2026 926.02 926.02 02/25/2026 Principal Paydown 3137BTUM1 335,581.51 FHMS K-061 A2 3.347 11/25/2026 705.56 705.56 02/25/2026 Coupon 3137BVZ82 350,000.00 FHMS K-063 A2 3.43 01/25/2027 1,000.42 1,000.42 02/25/2026 Coupon 3137F2LJ3 350,000.00 FHMS K-066 A2 3.117 06/25/2027 909.13 909.13 02/25/2026 Coupon 3137FAWS3 310,000.00 FHMS K-067 A2 3.194 07/25/2027 825.12 825.12 02/25/2026 Coupon 3137FBU79 488,989.37 FHMS K-069 A2 3.187 09/25/2027 1,287.38 1,287.38 CONFIDENTIAL | 43
City of Stanton | Account #10991 | As of August 31, 2025 Execution Time: 09/03/2025 11:03:37 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 02/25/2026 Principal Paydown 3137FBU79 488,989.37 FHMS K-069 A2 3.187 09/25/2027 837.26 837.26 02/25/2026 Coupon 3137FG6X8 510,000.00 FHMS K-077 A2 3.85 05/25/2028 1,636.25 1,636.25 02/25/2026 Coupon 3137FKSH0 500,000.00 FHMS K-086 A2 3.859 11/25/2028 1,607.92 1,607.92 02/25/2026 Coupon 3137FKUP9 400,000.00 FHMS K-087 A2 3.771 12/25/2028 1,257.00 1,257.00 02/25/2026 Coupon 3137FLMV3 400,000.00 FHMS K-090 A2 3.422 02/25/2029 1,140.67 1,140.67 02/25/2026 Coupon 3137FLYV0 250,000.00 FHMS K-092 A2 3.298 04/25/2029 687.08 687.08 02/25/2026 Coupon 3137FMCR1 346,669.76 FHMS K-093 A2 2.982 05/25/2029 856.60 856.60 02/25/2026 Principal Paydown 3137FMCR1 346,669.76 FHMS K-093 A2 2.982 05/25/2029 382.29 382.29 02/25/2026 Coupon 3137H5YC5 525,000.00 FHMS K-748 A2 2.26 01/25/2029 988.75 988.75 02/25/2026 Coupon 63743HFZ0 400,000.00 NATIONAL RURAL UTILITIES COOPERATIVE FINANCE CORP 4.15 08/25/2028 8,300.00 8,300.00
02/26/2026 Coupon 17275RBQ4 300,000.00 CISCO SYSTEMS INC 4.8 02/26/2027 7,200.00 7,200.00 02/26/2026 Coupon 17275RBR2 140,000.00 CISCO SYSTEMS INC 4.85 02/26/2029 3,395.00 3,395.00 February 2026
Total 58,259.49 171,534.17 229,793.67
MARCH 2026
03/02/2026 Coupon 91282CFH9 650,000.00 UNITED STATES TREASURY 3.125 08/31/2027 10,156.25 10,156.25 03/02/2026 Coupon 91282CGP0 500,000.00 UNITED STATES TREASURY 4.0 02/29/2028 10,000.00 10,000.00 03/02/2026 Coupon 91282CLK5 500,000.00 UNITED STATES TREASURY 3.625 08/31/2029 9,062.50 9,062.50 03/05/2026 Coupon 02665WFY2 325,000.00 AMERICAN HONDA FINANCE CORP 4.8 03/05/2030 7,800.00 7,800.00
03/09/2026 Coupon 3130AWTR1 300,000.00 FEDERAL HOME LOAN BANKS 4.375 09/08/2028 6,562.50 6,562.50
03/10/2026 Coupon 3130ATS57 500,000.00 FEDERAL HOME LOAN BANKS 4.5 03/10/2028 11,250.00 11,250.00 03/16/2026 Coupon 02582JKH2 110,000.00 AMXCA 2024-1 A 5.23 04/16/2029 479.42 479.42 03/16/2026 Coupon 05522RDJ4 135,000.00 BACCT 2024-1 A 4.93 05/15/2029 554.63 554.63 03/16/2026 Coupon 161571HT4 280,000.00 CHAIT 2023-1 A 5.16 09/15/2028 1,204.00 1,204.00 03/16/2026 Coupon 24422EWK1 250,000.00 JOHN DEERE CAPITAL CORP 4.15 09/15/2027 5,187.50 5,187.50 03/16/2026 Coupon 437921AD1 125,000.00 HAROT 252 A3 4.15 10/15/2029 432.29 432.29 03/16/2026 Coupon 448973AD9 85,000.00 HART 2024-A A3 4.99 02/15/2029 323.09 323.09 03/16/2026 Principal Paydown 448973AD9 85,000.00 HART 2024-A A3 4.99 02/15/2029 4,436.97 4,436.97 03/16/2026 Coupon 44933XAD9 372,792.13 HART 2023-B A3 5.48 04/17/2028 1,038.40 1,038.40 CONFIDENTIAL | 44
City of Stanton | Account #10991 | As of August 31, 2025 Execution Time: 09/03/2025 11:03:37 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 03/16/2026 Principal Paydown 44933XAD9 372,792.13 HART 2023-B A3 5.48 04/17/2028 20,486.99 20,486.99 03/16/2026 Coupon 47786WAD2 65,000.00 JDOT 2024-B A3 5.2 03/15/2029 281.67 281.67 03/16/2026 Coupon 47787CAC7 255,626.24 JDOT 2023-C A3 5.48 05/15/2028 766.08 766.08 03/16/2026 Principal Paydown 47787CAC7 255,626.24 JDOT 2023-C A3 5.48 05/15/2028 13,077.46 13,077.46 03/16/2026 Coupon 47800BAC2 33,864.30 JDOT 2022-C A3 5.09 06/15/2027 63.65 63.65 03/16/2026 Principal Paydown 47800BAC2 33,864.30 JDOT 2022-C A3 5.09 06/15/2027 3,028.83 3,028.83 03/16/2026 Coupon 47800DAD6 185,000.00 JDOT 2025 A3 4.23 09/17/2029 652.13 652.13 03/16/2026 Coupon 58770JAD6 70,000.00 MBALT 2024-A A3 5.32 01/18/2028 270.38 270.38 03/16/2026 Principal Paydown 58770JAD6 70,000.00 MBALT 2024-A A3 5.32 01/18/2028 4,520.47 4,520.47 03/16/2026 Coupon 89231HAD8 120,000.00 TAOT 2025-B A3 4.34 11/15/2029 434.00 434.00 03/16/2026 Coupon 89239TAD4 120,000.00 TAOT 2024-D A3 4.4 06/15/2029 440.00 440.00 03/16/2026 Coupon 92970QAE5 210,000.00 WFCIT 2024-2 A 4.29 10/15/2029 750.75 750.75 03/18/2026 Coupon 857477CL5 300,000.00 STATE STREET CORP 4.993 03/18/2027 7,489.50 7,489.50 03/20/2026 Coupon 459058LR2 235,000.00 INTERNATIONAL BANK FOR RECONSTRUCTION AND DEVELOPM 4.125 03/20/2030 4,846.88 4,846.88
03/23/2026 Coupon 3133EPWK7 500,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

4.5 09/22/2028 11,250.00 11,250.00
03/24/2026 Coupon 3135G0Q22 650,000.00 FEDERAL NATIONAL MORTGAGE ASSOCIATION

1.875 09/24/2026 6,093.75 6,093.75
03/25/2026 Coupon 096912AD2 100,000.00 BMWLT 2025-1 A3 4.43 06/26/2028 397.50 397.50 03/25/2026 Coupon 096919AD7 120,000.00 BMWOT 2024-A A3 5.18 02/26/2029 475.62 475.62 03/25/2026 Principal Paydown 096919AD7 120,000.00 BMWOT 2024-A A3 5.18 02/26/2029 6,305.61 6,305.61 03/25/2026 Coupon 3137BTUM1 335,581.51 FHMS K-061 A2 3.347 11/25/2026 924.05 924.05 03/25/2026 Principal Paydown 3137BTUM1 335,581.51 FHMS K-061 A2 3.347 11/25/2026 826.76 826.76 03/25/2026 Coupon 3137BVZ82 350,000.00 FHMS K-063 A2 3.43 01/25/2027 1,000.42 1,000.42 03/25/2026 Coupon 3137F2LJ3 350,000.00 FHMS K-066 A2 3.117 06/25/2027 909.13 909.13 03/25/2026 Principal Paydown 3137F2LJ3 350,000.00 FHMS K-066 A2 3.117 06/25/2027 2,538.01 2,538.01 03/25/2026 Coupon 3137FAWS3 310,000.00 FHMS K-067 A2 3.194 07/25/2027 825.12 825.12 03/25/2026 Coupon 3137FBU79 488,989.37 FHMS K-069 A2 3.187 09/25/2027 1,285.16 1,285.16 03/25/2026 Principal Paydown 3137FBU79 488,989.37 FHMS K-069 A2 3.187 09/25/2027 998.86 998.86 03/25/2026 Coupon 3137FG6X8 510,000.00 FHMS K-077 A2 3.85 05/25/2028 1,636.25 1,636.25 03/25/2026 Coupon 3137FKSH0 500,000.00 FHMS K-086 A2 3.859 11/25/2028 1,607.92 1,607.92 CONFIDENTIAL | 45
City of Stanton | Account #10991 | As of August 31, 2025 Execution Time: 09/03/2025 11:03:37 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 03/25/2026 Coupon 3137FKUP9 400,000.00 FHMS K-087 A2 3.771 12/25/2028 1,257.00 1,257.00 03/25/2026 Coupon 3137FLMV3 400,000.00 FHMS K-090 A2 3.422 02/25/2029 1,140.67 1,140.67 03/25/2026 Coupon 3137FLYV0 250,000.00 FHMS K-092 A2 3.298 04/25/2029 687.08 687.08 03/25/2026 Coupon 3137FMCR1 346,669.76 FHMS K-093 A2 2.982 05/25/2029 855.65 855.65 03/25/2026 Principal Paydown 3137FMCR1 346,669.76 FHMS K-093 A2 2.982 05/25/2029 477.88 477.88 03/25/2026 Coupon 3137H5YC5 525,000.00 FHMS K-748 A2 2.26 01/25/2029 988.75 988.75 03/31/2026 Coupon 91282CEF4 650,000.00 UNITED STATES TREASURY 2.5 03/31/2027 8,125.00 8,125.00 03/31/2026 Coupon 91282CFL0 350,000.00 UNITED STATES TREASURY 3.875 09/30/2029 6,781.25 6,781.25 03/31/2026 Coupon 91282CGT2 350,000.00 UNITED STATES TREASURY 3.625 03/31/2028 6,343.75 6,343.75 03/31/2026 Coupon 91282CJA0 350,000.00 UNITED STATES TREASURY 4.625 09/30/2028 8,093.75 8,093.75 03/31/2026 Coupon 91282CKG5 650,000.00 UNITED STATES TREASURY 4.125 03/31/2029 13,406.25 13,406.25 03/31/2026 Coupon 91282CMU2 500,000.00 UNITED STATES TREASURY 4.0 03/31/2030 10,000.00 10,000.00 March 2026 Total 56,697.85 164,129.66 220,827.51
APRIL 2026
04/01/2026 Coupon 74340XBK6 250,000.00 PROLOGIS LP 3.25 10/01/2026 4,062.50 4,062.50 04/10/2026 Coupon 3133ERAK7 400,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

4.375 04/10/2029 8,750.00 8,750.00
04/15/2026 Coupon 02582JKH2 110,000.00 AMXCA 2024-1 A 5.23 04/16/2029 479.42 479.42 04/15/2026 Coupon 05522RDJ4 135,000.00 BACCT 2024-1 A 4.93 05/15/2029 554.63 554.63 04/15/2026 Coupon 161571HT4 280,000.00 CHAIT 2023-1 A 5.16 09/15/2028 1,204.00 1,204.00 04/15/2026 Coupon 437921AD1 125,000.00 HAROT 252 A3 4.15 10/15/2029 432.29 432.29 04/15/2026 Coupon 448973AD9 85,000.00 HART 2024-A A3 4.99 02/15/2029 304.64 304.64 04/15/2026 Principal Paydown 448973AD9 85,000.00 HART 2024-A A3 4.99 02/15/2029 4,668.98 4,668.98 04/15/2026 Coupon 44933XAD9 372,792.13 HART 2023-B A3 5.48 04/17/2028 944.84 944.84 04/15/2026 Principal Paydown 44933XAD9 372,792.13 HART 2023-B A3 5.48 04/17/2028 21,037.08 21,037.08 04/15/2026 Coupon 47786WAD2 65,000.00 JDOT 2024-B A3 5.2 03/15/2029 281.67 281.67 04/15/2026 Principal Paydown 47786WAD2 65,000.00 JDOT 2024-B A3 5.2 03/15/2029 4,258.24 4,258.24 04/15/2026 Coupon 47787CAC7 255,626.24 JDOT 2023-C A3 5.48 05/15/2028 706.36 706.36 04/15/2026 Principal Paydown 47787CAC7 255,626.24 JDOT 2023-C A3 5.48 05/15/2028 16,421.37 16,421.37 04/15/2026 Coupon 47800BAC2 33,864.30 JDOT 2022-C A3 5.09 06/15/2027 50.81 50.81 04/15/2026 Principal Paydown 47800BAC2 33,864.30 JDOT 2022-C A3 5.09 06/15/2027 3,794.61 3,794.61 04/15/2026 Coupon 47800DAD6 185,000.00 JDOT 2025 A3 4.23 09/17/2029 652.13 652.13 CONFIDENTIAL | 46
City of Stanton | Account #10991 | As of August 31, 2025 Execution Time: 09/03/2025 11:03:37 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 04/15/2026 Coupon 58770JAD6 70,000.00 MBALT 2024-A A3 5.32 01/18/2028 250.34 250.34 04/15/2026 Principal Paydown 58770JAD6 70,000.00 MBALT 2024-A A3 5.32 01/18/2028 5,040.97 5,040.97 04/15/2026 Coupon 89231HAD8 120,000.00 TAOT 2025-B A3 4.34 11/15/2029 434.00 434.00 04/15/2026 Coupon 89239TAD4 120,000.00 TAOT 2024-D A3 4.4 06/15/2029 440.00 440.00 04/15/2026 Coupon 91282CJC6 500,000.00 UNITED STATES TREASURY 4.625 10/15/2026 11,562.50 11,562.50 04/15/2026 Coupon 92970QAE5 210,000.00 WFCIT 2024-2 A 4.29 10/15/2029 750.75 750.75 04/22/2026 Coupon 46647PCB0 250,000.00 JPMORGAN CHASE & CO 1.578 04/22/2027 1,972.50 1,972.50 04/22/2026 Effective Maturity 46647PCB0 250,000.00 JPMORGAN CHASE & CO 1.578 04/22/2027 250,000.00 250,000.00 04/27/2026 Coupon 096912AD2 100,000.00 BMWLT 2025-1 A3 4.43 06/26/2028 397.50 397.50 04/27/2026 Coupon 096919AD7 120,000.00 BMWOT 2024-A A3 5.18 02/26/2029 448.40 448.40 04/27/2026 Principal Paydown 096919AD7 120,000.00 BMWOT 2024-A A3 5.18 02/26/2029 6,340.30 6,340.30 04/27/2026 Coupon 3133EPGW9 250,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

3.875 04/25/2028 4,843.75 4,843.75
04/27/2026 Coupon 3137BTUM1 335,581.51 FHMS K-061 A2 3.347 11/25/2026 921.75 921.75 04/27/2026 Principal Paydown 3137BTUM1 335,581.51 FHMS K-061 A2 3.347 11/25/2026 710.24 710.24 04/27/2026 Coupon 3137BVZ82 350,000.00 FHMS K-063 A2 3.43 01/25/2027 1,000.42 1,000.42 04/27/2026 Coupon 3137F2LJ3 350,000.00 FHMS K-066 A2 3.117 06/25/2027 902.53 902.53 04/27/2026 Principal Paydown 3137F2LJ3 350,000.00 FHMS K-066 A2 3.117 06/25/2027 529.44 529.44 04/27/2026 Coupon 3137FAWS3 310,000.00 FHMS K-067 A2 3.194 07/25/2027 825.12 825.12 04/27/2026 Coupon 3137FBU79 488,989.37 FHMS K-069 A2 3.187 09/25/2027 1,282.50 1,282.50 04/27/2026 Principal Paydown 3137FBU79 488,989.37 FHMS K-069 A2 3.187 09/25/2027 843.11 843.11 04/27/2026 Coupon 3137FG6X8 510,000.00 FHMS K-077 A2 3.85 05/25/2028 1,636.25 1,636.25 04/27/2026 Coupon 3137FKSH0 500,000.00 FHMS K-086 A2 3.859 11/25/2028 1,607.92 1,607.92 04/27/2026 Coupon 3137FKUP9 400,000.00 FHMS K-087 A2 3.771 12/25/2028 1,257.00 1,257.00 04/27/2026 Coupon 3137FLMV3 400,000.00 FHMS K-090 A2 3.422 02/25/2029 1,140.67 1,140.67 04/27/2026 Coupon 3137FLYV0 250,000.00 FHMS K-092 A2 3.298 04/25/2029 687.08 687.08 04/27/2026 Coupon 3137FMCR1 346,669.76 FHMS K-093 A2 2.982 05/25/2029 854.46 854.46 04/27/2026 Principal Paydown 3137FMCR1 346,669.76 FHMS K-093 A2 2.982 05/25/2029 384.30 384.30 04/27/2026 Coupon 3137H5YC5 525,000.00 FHMS K-748 A2 2.26 01/25/2029 988.75 988.75 04/30/2026 Coupon 3133ERDH1 500,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

4.75 04/30/2029 11,875.00 11,875.00
04/30/2026 Coupon 91282CFU0 650,000.00 UNITED STATES TREASURY 4.125 10/31/2027 13,406.25 13,406.25 CONFIDENTIAL | 47
City of Stanton | Account #10991 | As of August 31, 2025 Execution Time: 09/03/2025 11:03:37 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 04/30/2026 Coupon 91282CMZ1 500,000.00 UNITED STATES TREASURY 3.875 04/30/2030 9,687.50 9,687.50 April 2026 Total 314,028.65 87,596.21 401,624.86
MAY 2026
05/01/2026 Coupon 194162AT0 210,000.00 COLGATE-PALMOLIVE CO 4.2 05/01/2030 4,410.00 4,410.00 05/01/2026 Coupon 74456QBU9 300,000.00 PUBLIC SERVICE ELECTRIC AND GAS CO 3.7 05/01/2028 5,550.00 5,550.00
05/15/2026 Coupon 02582JKH2 110,000.00 AMXCA 2024-1 A 5.23 04/16/2029 479.42 479.42 05/15/2026 Coupon 05522RDJ4 135,000.00 BACCT 2024-1 A 4.93 05/15/2029 554.63 554.63 05/15/2026 Coupon 14913UAU4 150,000.00 CATERPILLAR FINANCIAL SERVICES CORP 4.7 11/15/2029 3,525.00 3,525.00
05/15/2026 Coupon 161571HT4 280,000.00 CHAIT 2023-1 A 5.16 09/15/2028 1,204.00 1,204.00 05/15/2026 Coupon 437921AD1 125,000.00 HAROT 252 A3 4.15 10/15/2029 432.29 432.29 05/15/2026 Coupon 448973AD9 85,000.00 HART 2024-A A3 4.99 02/15/2029 285.23 285.23 05/15/2026 Principal Paydown 448973AD9 85,000.00 HART 2024-A A3 4.99 02/15/2029 4,476.66 4,476.66 05/15/2026 Coupon 44933XAD9 372,792.13 HART 2023-B A3 5.48 04/17/2028 848.77 848.77 05/15/2026 Principal Paydown 44933XAD9 372,792.13 HART 2023-B A3 5.48 04/17/2028 20,223.68 20,223.68 05/15/2026 Coupon 47786WAD2 65,000.00 JDOT 2024-B A3 5.2 03/15/2029 263.21 263.21 05/15/2026 Principal Paydown 47786WAD2 65,000.00 JDOT 2024-B A3 5.2 03/15/2029 4,130.01 4,130.01 05/15/2026 Coupon 47787CAC7 255,626.24 JDOT 2023-C A3 5.48 05/15/2028 631.37 631.37 05/15/2026 Principal Paydown 47787CAC7 255,626.24 JDOT 2023-C A3 5.48 05/15/2028 17,004.64 17,004.64 05/15/2026 Coupon 47800BAC2 33,864.30 JDOT 2022-C A3 5.09 06/15/2027 34.71 34.71 05/15/2026 Principal Paydown 47800BAC2 33,864.30 JDOT 2022-C A3 5.09 06/15/2027 3,238.05 3,238.05 05/15/2026 Coupon 47800DAD6 185,000.00 JDOT 2025 A3 4.23 09/17/2029 652.13 652.13 05/15/2026 Coupon 58770JAD6 70,000.00 MBALT 2024-A A3 5.32 01/18/2028 228.00 228.00 05/15/2026 Principal Paydown 58770JAD6 70,000.00 MBALT 2024-A A3 5.32 01/18/2028 5,111.60 5,111.60 05/15/2026 Coupon 89231HAD8 120,000.00 TAOT 2025-B A3 4.34 11/15/2029 434.00 434.00 05/15/2026 Coupon 89239TAD4 120,000.00 TAOT 2024-D A3 4.4 06/15/2029 440.00 440.00 05/15/2026 Coupon 91324PEG3 250,000.00 UNITEDHEALTH GROUP INC 3.7 05/15/2027 4,625.00 4,625.00 05/15/2026 Coupon 92970QAE5 210,000.00 WFCIT 2024-2 A 4.29 10/15/2029 750.75 750.75 05/18/2026 Coupon 58933YBH7 300,000.00 MERCK & CO INC 4.05 05/17/2028 6,075.00 6,075.00 05/20/2026 Coupon 3133ERFJ5 450,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 05/21/2026 Coupon 00287YBX6 400,000.00 ABBVIE INC 3.2 11/21/2029 6,400.00 6,400.00 05/25/2026 Coupon 096912AD2 100,000.00 BMWLT 2025-1 A3 4.43 06/26/2028 397.50 397.50 05/25/2026 Coupon 096919AD7 120,000.00 BMWOT 2024-A A3 5.18 02/26/2029 421.03 421.03 05/25/2026 Principal Paydown 096919AD7 120,000.00 BMWOT 2024-A A3 5.18 02/26/2029 6,085.73 6,085.73 05/25/2026 Coupon 3137BTUM1 335,581.51 FHMS K-061 A2 3.347 11/25/2026 919.77 919.77 05/25/2026 Principal Paydown 3137BTUM1 335,581.51 FHMS K-061 A2 3.347 11/25/2026 751.88 751.88 05/25/2026 Coupon 3137BVZ82 350,000.00 FHMS K-063 A2 3.43 01/25/2027 1,000.42 1,000.42 05/25/2026 Coupon 3137F2LJ3 350,000.00 FHMS K-066 A2 3.117 06/25/2027 901.16 901.16 05/25/2026 Principal Paydown 3137F2LJ3 350,000.00 FHMS K-066 A2 3.117 06/25/2027 568.66 568.66 05/25/2026 Coupon 3137FAWS3 310,000.00 FHMS K-067 A2 3.194 07/25/2027 825.12 825.12 05/25/2026 Coupon 3137FBU79 488,989.37 FHMS K-069 A2 3.187 09/25/2027 1,280.27 1,280.27 05/25/2026 Principal Paydown 3137FBU79 488,989.37 FHMS K-069 A2 3.187 09/25/2027 898.53 898.53 05/25/2026 Coupon 3137FG6X8 510,000.00 FHMS K-077 A2 3.85 05/25/2028 1,636.25 1,636.25 05/25/2026 Coupon 3137FKSH0 500,000.00 FHMS K-086 A2 3.859 11/25/2028 1,607.92 1,607.92 05/25/2026 Coupon 3137FKUP9 400,000.00 FHMS K-087 A2 3.771 12/25/2028 1,257.00 1,257.00 05/25/2026 Coupon 3137FLMV3 400,000.00 FHMS K-090 A2 3.422 02/25/2029 1,140.67 1,140.67 05/25/2026 Coupon 3137FLYV0 250,000.00 FHMS K-092 A2 3.298 04/25/2029 687.08 687.08 05/25/2026 Coupon 3137FMCR1 346,669.76 FHMS K-093 A2 2.982 05/25/2029 853.51 853.51 05/25/2026 Principal Paydown 3137FMCR1 346,669.76 FHMS K-093 A2 2.982 05/25/2029 416.51 416.51 05/25/2026 Coupon 3137H5YC5 525,000.00 FHMS K-748 A2 2.26 01/25/2029 988.75 988.75 May 2026 Total 62,905.95 61,864.92 124,770.87
JUNE 2026
06/01/2026 Coupon 26442CAS3 250,000.00 DUKE ENERGY CAROLINAS LLC 2.95 12/01/2026 3,687.50 3,687.50
06/01/2026 Coupon 91282CHE4 500,000.00 UNITED STATES TREASURY 3.625 05/31/2028 9,062.50 9,062.50 06/01/2026 Coupon 91282CKT7 500,000.00 UNITED STATES TREASURY 4.5 05/31/2029 11,250.00 11,250.00 06/01/2026 Coupon 91282CMA6 700,000.00 UNITED STATES TREASURY 4.125 11/30/2029 14,437.50 14,437.50 06/08/2026 Coupon 3130AXQK7 650,000.00 FEDERAL HOME LOAN BANKS 4.75 12/08/2028 15,437.50 15,437.50 06/15/2026 Coupon 02582JKH2 110,000.00 AMXCA 2024-1 A 5.23 04/16/2029 479.42 479.42 06/15/2026 Coupon 05522RDJ4 135,000.00 BACCT 2024-1 A 4.93 05/15/2029 554.63 554.63 06/15/2026 Coupon 161571HT4 280,000.00 CHAIT 2023-1 A 5.16 09/15/2028 1,204.00 1,204.00 06/15/2026 Coupon 341081GT8 300,000.00 FLORIDA POWER & LIGHT CO 5.15 06/15/2029 7,725.00 7,725.00 CONFIDENTIAL | 49
City of Stanton | Account #10991 | As of August 31, 2025 Execution Time: 09/03/2025 11:03:37 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 06/15/2026 Coupon 437921AD1 125,000.00 HAROT 252 A3 4.15 10/15/2029 432.29 432.29 06/15/2026 Coupon 448973AD9 85,000.00 HART 2024-A A3 4.99 02/15/2029 266.61 266.61 06/15/2026 Principal Paydown 448973AD9 85,000.00 HART 2024-A A3 4.99 02/15/2029 4,408.29 4,408.29 06/15/2026 Coupon 44933XAD9 372,792.13 HART 2023-B A3 5.48 04/17/2028 756.42 756.42 06/15/2026 Principal Paydown 44933XAD9 372,792.13 HART 2023-B A3 5.48 04/17/2028 19,904.71 19,904.71 06/15/2026 Coupon 47786WAD2 65,000.00 JDOT 2024-B A3 5.2 03/15/2029 245.32 245.32 06/15/2026 Principal Paydown 47786WAD2 65,000.00 JDOT 2024-B A3 5.2 03/15/2029 2,633.20 2,633.20 06/15/2026 Coupon 47787CAC7 255,626.24 JDOT 2023-C A3 5.48 05/15/2028 553.72 553.72 06/15/2026 Principal Paydown 47787CAC7 255,626.24 JDOT 2023-C A3 5.48 05/15/2028 14,687.54 14,687.54 06/15/2026 Coupon 47800BAC2 33,864.30 JDOT 2022-C A3 5.09 06/15/2027 20.98 20.98 06/15/2026 Principal Paydown 47800BAC2 33,864.30 JDOT 2022-C A3 5.09 06/15/2027 2,628.49 2,628.49 06/15/2026 Coupon 47800DAD6 185,000.00 JDOT 2025 A3 4.23 09/17/2029 652.13 652.13 06/15/2026 Coupon 58770JAD6 70,000.00 MBALT 2024-A A3 5.32 01/18/2028 205.33 205.33 06/15/2026 Principal Paydown 58770JAD6 70,000.00 MBALT 2024-A A3 5.32 01/18/2028 6,294.98 6,294.98 06/15/2026 Coupon 89231HAD8 120,000.00 TAOT 2025-B A3 4.34 11/15/2029 434.00 434.00 06/15/2026 Coupon 89239TAD4 120,000.00 TAOT 2024-D A3 4.4 06/15/2029 440.00 440.00 06/15/2026 Coupon 91282CKV2 650,000.00 UNITED STATES TREASURY 4.625 06/15/2027 15,031.25 15,031.25 06/15/2026 Coupon 92970QAE5 210,000.00 WFCIT 2024-2 A 4.29 10/15/2029 750.75 750.75 06/25/2026 Coupon 096912AD2 100,000.00 BMWLT 2025-1 A3 4.43 06/26/2028 397.50 397.50 06/25/2026 Coupon 096919AD7 120,000.00 BMWOT 2024-A A3 5.18 02/26/2029 394.76 394.76 06/25/2026 Principal Paydown 096919AD7 120,000.00 BMWOT 2024-A A3 5.18 02/26/2029 5,988.53 5,988.53 06/25/2026 Coupon 3137BTUM1 335,581.51 FHMS K-061 A2 3.347 11/25/2026 917.67 917.67 06/25/2026 Principal Paydown 3137BTUM1 335,581.51 FHMS K-061 A2 3.347 11/25/2026 714.68 714.68 06/25/2026 Coupon 3137BVZ82 350,000.00 FHMS K-063 A2 3.43 01/25/2027 1,000.42 1,000.42 06/25/2026 Coupon 3137F2LJ3 350,000.00 FHMS K-066 A2 3.117 06/25/2027 899.68 899.68 06/25/2026 Principal Paydown 3137F2LJ3 350,000.00 FHMS K-066 A2 3.117 06/25/2027 533.15 533.15 06/25/2026 Coupon 3137FAWS3 310,000.00 FHMS K-067 A2 3.194 07/25/2027 825.12 825.12 06/25/2026 Coupon 3137FBU79 488,989.37 FHMS K-069 A2 3.187 09/25/2027 1,277.88 1,277.88 06/25/2026 Principal Paydown 3137FBU79 488,989.37 FHMS K-069 A2 3.187 09/25/2027 848.63 848.63 06/25/2026 Coupon 3137FG6X8 510,000.00 FHMS K-077 A2 3.85 05/25/2028 1,636.25 1,636.25 06/25/2026 Coupon 3137FKSH0 500,000.00 FHMS K-086 A2 3.859 11/25/2028 1,607.92 1,607.92 06/25/2026 Coupon 3137FKUP9 400,000.00 FHMS K-087 A2 3.771 12/25/2028 1,257.00 1,257.00 CONFIDENTIAL | 50
City of Stanton | Account #10991 | As of August 31, 2025 Execution Time: 09/03/2025 11:03:37 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 06/25/2026 Coupon 3137FLMV3 400,000.00 FHMS K-090 A2 3.422 02/25/2029 1,140.67 1,140.67 06/25/2026 Coupon 3137FLYV0 250,000.00 FHMS K-092 A2 3.298 04/25/2029 687.08 687.08 06/25/2026 Coupon 3137FMCR1 346,669.76 FHMS K-093 A2 2.982 05/25/2029 852.47 852.47 06/25/2026 Principal Paydown 3137FMCR1 346,669.76 FHMS K-093 A2 2.982 05/25/2029 386.06 386.06 06/25/2026 Coupon 3137H5YC5 525,000.00 FHMS K-748 A2 2.26 01/25/2029 988.75 988.75 06/25/2026 Coupon 437076DC3 500,000.00 HOME DEPOT INC 4.75 06/25/2029 11,875.00 11,875.00 06/30/2026 Coupon 91282CGC9 350,000.00 UNITED STATES TREASURY 3.875 12/31/2027 6,781.25 6,781.25 06/30/2026 Coupon 91282CHK0 500,000.00 UNITED STATES TREASURY 4.0 06/30/2028 10,000.00 10,000.00 06/30/2026 Coupon 91282CJR3 400,000.00 UNITED STATES TREASURY 3.75 12/31/2028 7,500.00 7,500.00 06/30/2026 Coupon 91282CKX8 650,000.00 UNITED STATES TREASURY 4.25 06/30/2029 13,812.50 13,812.50 06/30/2026 Coupon 91282CNK3 600,000.00 UNITED STATES TREASURY 3.875 06/30/2030 11,625.00 11,625.00 June 2026 Total 59,028.25 159,103.74 218,131.99
JULY 2026
07/09/2026 Coupon 89236TNA9 330,000.00 TOYOTA MOTOR CREDIT CORP 4.95 01/09/2030 8,167.50 8,167.50 07/10/2026 Coupon 3133ERKR1 650,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

4.625 07/10/2026 15,031.25 15,031.25
07/10/2026 Final Maturity 3133ERKR1 650,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

4.625 07/10/2026 650,000.00 650,000.00
07/13/2026 Coupon 459058KT9 225,000.00 INTERNATIONAL BANK FOR RECONSTRUCTION AND DEVELOPM 3.5 07/12/2028 3,937.50 3,937.50
07/13/2026 Coupon 45950KDD9 230,000.00 INTERNATIONAL FINANCE CORP 4.5 07/13/2028 5,175.00 5,175.00
07/15/2026 Coupon 02582JKH2 110,000.00 AMXCA 2024-1 A 5.23 04/16/2029 479.42 479.42 07/15/2026 Coupon 05522RDJ4 135,000.00 BACCT 2024-1 A 4.93 05/15/2029 554.63 554.63 07/15/2026 Coupon 161571HT4 280,000.00 CHAIT 2023-1 A 5.16 09/15/2028 1,204.00 1,204.00 07/15/2026 Coupon 437921AD1 125,000.00 HAROT 252 A3 4.15 10/15/2029 432.29 432.29 07/15/2026 Coupon 448973AD9 85,000.00 HART 2024-A A3 4.99 02/15/2029 248.28 248.28 07/15/2026 Principal Paydown 448973AD9 85,000.00 HART 2024-A A3 4.99 02/15/2029 4,328.10 4,328.10 07/15/2026 Coupon 44933XAD9 372,792.13 HART 2023-B A3 5.48 04/17/2028 665.52 665.52 07/15/2026 Principal Paydown 44933XAD9 372,792.13 HART 2023-B A3 5.48 04/17/2028 19,537.74 19,537.74 07/15/2026 Coupon 47786WAD2 65,000.00 JDOT 2024-B A3 5.2 03/15/2029 233.91 233.91 07/15/2026 Principal Paydown 47786WAD2 65,000.00 JDOT 2024-B A3 5.2 03/15/2029 2,924.68 2,924.68 CONFIDENTIAL | 51
City of Stanton | Account #10991 | As of August 31, 2025 Execution Time: 09/03/2025 11:03:37 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 07/15/2026 Coupon 47787CAC7 255,626.24 JDOT 2023-C A3 5.48 05/15/2028 486.64 486.64 07/15/2026 Principal Paydown 47787CAC7 255,626.24 JDOT 2023-C A3 5.48 05/15/2028 15,386.34 15,386.34 07/15/2026 Coupon 47800BAC2 33,864.30 JDOT 2022-C A3 5.09 06/15/2027 9.83 9.83 07/15/2026 Effective Maturity 47800BAC2 33,864.30 JDOT 2022-C A3 5.09 06/15/2027 2,316.97 2,316.97 07/15/2026 Coupon 47800DAD6 185,000.00 JDOT 2025 A3 4.23 09/17/2029 652.13 652.13 07/15/2026 Coupon 58770JAD6 70,000.00 MBALT 2024-A A3 5.32 01/18/2028 177.43 177.43 07/15/2026 Principal Paydown 58770JAD6 70,000.00 MBALT 2024-A A3 5.32 01/18/2028 5,869.26 5,869.26 07/15/2026 Coupon 89231HAD8 120,000.00 TAOT 2025-B A3 4.34 11/15/2029 434.00 434.00 07/15/2026 Coupon 89239TAD4 120,000.00 TAOT 2024-D A3 4.4 06/15/2029 440.00 440.00 07/15/2026 Principal Paydown 89239TAD4 120,000.00 TAOT 2024-D A3 4.4 06/15/2029 5,310.03 5,310.03 07/15/2026 Coupon 91282CKZ3 650,000.00 UNITED STATES TREASURY 4.375 07/15/2027 14,218.75 14,218.75 07/15/2026 Coupon 92970QAE5 210,000.00 WFCIT 2024-2 A 4.29 10/15/2029 750.75 750.75 07/17/2026 Coupon 713448FX1 400,000.00 PEPSICO INC 4.5 07/17/2029 9,000.00 9,000.00 07/20/2026 Coupon 025816EJ4 325,000.00 AMERICAN EXPRESS CO 4.351 07/20/2029 7,070.38 7,070.38 07/20/2026 Coupon 61747YEC5 250,000.00 MORGAN STANLEY 1.512 07/20/2027 1,890.00 1,890.00 07/20/2026 Effective Maturity 61747YEC5 250,000.00 MORGAN STANLEY 1.512 07/20/2027 250,000.00 250,000.00 07/22/2026 Coupon 06051GJS9 250,000.00 BANK OF AMERICA CORP 1.734 07/22/2027 2,167.50 2,167.50 07/22/2026 Effective Maturity 06051GJS9 250,000.00 BANK OF AMERICA CORP 1.734 07/22/2027 250,000.00 250,000.00 07/23/2026 Coupon 3133ERMB4 650,000.00 FEDERAL FARM CREDIT BANKS FUNDING CORP

4.25 07/23/2027 13,812.50 13,812.50
07/23/2026 Coupon 46647PEB8 300,000.00 JPMORGAN CHASE & CO 5.012 01/23/2030 7,518.00 7,518.00 07/24/2026 Coupon 06051GMK2 380,000.00 BANK OF AMERICA CORP 4.979 01/24/2029 9,460.10 9,460.10 07/27/2026 Coupon 09290DAH4 475,000.00 BLACKROCK INC 4.6 07/26/2027 10,925.00 10,925.00 07/27/2026 Coupon 096912AD2 100,000.00 BMWLT 2025-1 A3 4.43 06/26/2028 397.50 397.50 07/27/2026 Coupon 096919AD7 120,000.00 BMWOT 2024-A A3 5.18 02/26/2029 368.91 368.91 07/27/2026 Principal Paydown 096919AD7 120,000.00 BMWOT 2024-A A3 5.18 02/26/2029 5,876.16 5,876.16 07/27/2026 Coupon 3137BTUM1 335,581.51 FHMS K-061 A2 3.347 11/25/2026 915.68 915.68 07/27/2026 Principal Paydown 3137BTUM1 335,581.51 FHMS K-061 A2 3.347 11/25/2026 756.15 756.15 07/27/2026 Coupon 3137BVZ82 350,000.00 FHMS K-063 A2 3.43 01/25/2027 1,000.42 1,000.42 07/27/2026 Coupon 3137F2LJ3 350,000.00 FHMS K-066 A2 3.117 06/25/2027 898.30 898.30 07/27/2026 Principal Paydown 3137F2LJ3 350,000.00 FHMS K-066 A2 3.117 06/25/2027 572.23 572.23 07/27/2026 Coupon 3137FAWS3 310,000.00 FHMS K-067 A2 3.194 07/25/2027 825.12 825.12 CONFIDENTIAL | 52
City of Stanton | Account #10991 | As of August 31, 2025 Execution Time: 09/03/2025 11:03:37 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

CASH FLOW REPORT
Payment Date Transaction Type CUSIP Quantity Security Description Principal Amount Income Total Amount 07/27/2026 Coupon 3137FBU79 488,989.37 FHMS K-069 A2 3.187 09/25/2027 1,275.62 1,275.62 07/27/2026 Principal Paydown 3137FBU79 488,989.37 FHMS K-069 A2 3.187 09/25/2027 903.85 903.85 07/27/2026 Coupon 3137FG6X8 510,000.00 FHMS K-077 A2 3.85 05/25/2028 1,636.25 1,636.25 07/27/2026 Coupon 3137FKSH0 500,000.00 FHMS K-086 A2 3.859 11/25/2028 1,607.92 1,607.92 07/27/2026 Coupon 3137FKUP9 400,000.00 FHMS K-087 A2 3.771 12/25/2028 1,257.00 1,257.00 07/27/2026 Coupon 3137FLMV3 400,000.00 FHMS K-090 A2 3.422 02/25/2029 1,140.67 1,140.67 07/27/2026 Coupon 3137FLYV0 250,000.00 FHMS K-092 A2 3.298 04/25/2029 687.08 687.08 07/27/2026 Coupon 3137FMCR1 346,669.76 FHMS K-093 A2 2.982 05/25/2029 851.51 851.51 07/27/2026 Principal Paydown 3137FMCR1 346,669.76 FHMS K-093 A2 2.982 05/25/2029 418.07 418.07 07/27/2026 Coupon 3137H5YC5 525,000.00 FHMS K-748 A2 2.26 01/25/2029 988.75 988.75 07/31/2026 Coupon 69371RS80 365,000.00 PACCAR FINANCIAL CORP 4.6 01/31/2029 8,395.00 8,395.00 07/31/2026 Coupon 91282CGH8 500,000.00 UNITED STATES TREASURY 3.5 01/31/2028 8,750.00 8,750.00 07/31/2026 Coupon 91282CHQ7 350,000.00 UNITED STATES TREASURY 4.125 07/31/2028 7,218.75 7,218.75 07/31/2026 Coupon 91282CJW2 650,000.00 UNITED STATES TREASURY 4.0 01/31/2029 13,000.00 13,000.00 07/31/2026 Coupon 91282CLC3 500,000.00 UNITED STATES TREASURY 4.0 07/31/2029 10,000.00 10,000.00 07/31/2026 Coupon 91282CMG3 500,000.00 UNITED STATES TREASURY 4.25 01/31/2030 10,625.00 10,625.00 07/31/2026 Coupon 91282CNN7 500,000.00 UNITED STATES TREASURY 3.875 07/31/2030 9,687.50 9,687.50 July 2026 Total 1,214,199.57 196,669.25 1,410,868.82
Grand Total 163,485,834.42 2,253,033.21 1,424,370.78 3,677,403.99 CONFIDENTIAL | 53
City of Stanton | Account #10991 | As of August 31, 2025 Execution Time: 09/03/2025 11:03:37 PM Chandler Asset Management | [email protected] | www.chandlerasset.com | 800.317.4747

IMPORTANT DISCLOSURES
Chandler Asset Management, Inc. (“Chandler”) is an SEC registered investment adviser. For additional information about our firm, please see our current disclosures (Form ADV).

To obtain a copy of our current disclosures, you may contact your client service representative by calling the number on the front of this statement or you may visit our website at www.chandlerasset.com.

Information contained in this monthly statement is confidential and is provided for informational purposes only and should not be construed as specific investment or legal advice. The information contained herein was obtained from sources believed to be reliable as of the date of this statement, but may become outdated or superseded at any time without notice.

Custody: Your qualified custodian bank maintains control of all assets reflected in this statement and we urge you to compare this statement to the one you receive from your qualified custodian. Chandler does not have any authority to withdraw or deposit funds from/to the custodian account.

Valuation: Prices are provided by IDC, an independent pricing source. In the event IDC does not provide a price or if the price provided is not reflective of fair market value, Chandler will obtain pricing from an alternative approved third party pricing source in accordance with our written valuation policy and procedures. Our valuation procedures are also disclosed in Item 5 of our Form ADV Part 2A.

Performance: Performance results are presented gross-of-advisory fees and represent the client’s Total Return. The deduction of advisory fees lowers performance results. These results include the reinvestment of dividends and other earnings. Past performance may not be indicative of future results. Therefore, clients should not assume that future performance of any specific investment or investment strategy will be profitable or equal to past performance levels. All investment strategies have the potential for profit or loss. Economic factors, market conditions or changes in investment strategies, contributions or withdrawals may materially alter the performance and results of your portfolio.

Source ICE Data Indices, LLC (“ICE”), used with permission. ICE PERMITS USE OF THE ICE INDICES AND RELATED DATA ON AN “AS IS” BASIS; ICE, ITS AFFILIATES AND

THEIR RESPECTIVE THIRD PARTY SUPPLIERS DISCLAIM ANY AND ALL WARRANTIES AND REPRESENTATIONS, EXPRESS AND/OR IMPLIED, INCLUDING ANY WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE OR USE, INCLUDING THE INDICES, INDEX DATA AND ANY DATA INCLUDED IN, RELATED TO, OR DERIVED THEREFROM.

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Index returns assume reinvestment of all distributions. Historical performance results for investment indexes generally do not reflect the deduction of transaction and/or custodial charges or the deduction of an investment management fee, the incurrence of which would have the effect of decreasing historical performance results. It is not possible to invest directly in an index.

Ratings: Ratings information have been provided by Moody’s, S&P and Fitch through data feeds we believe to be reliable as of the date of this statement, however we cannot guarantee its accuracy.

Security level ratings for U.S. Agency issued mortgage-backed securities (“MBS”) reflect the issuer rating because the securities themselves are not rated. The issuing U.S. Agency guarantees the full and timely payment of both principal and interest.

BENCHMARK INDEX & DISCLOSURES
Benchmark Disclosure
ICE BofA 1-5 Yr US Treasury & Agency
Index
The ICE BofA 1-5 Year US Treasury & Agency Index tracks the performance of US dollar denominated US Treasury and nonsubordinated US agency debt issued in the US domestic market. Qualifying securities must have an investment grade rating (based on an average of Moody’s, S&P and Fitch). Qualifying securities must have at least one year remaining term to final maturity and less than five years remaining term to final maturity, at least 18 months to maturity at time of issuance, a fixed coupon schedule, and a minimum amount outstanding of $1 billion for sovereigns and $250 million for agencies. 1 CITY OF STANTON

REPORT TO THE SUCCESSOR AGENCY TO THE

STANTON REDEVELOPMENT AGENCY
TO: Honorable Chairman and Members of the Successor Agency DATE: October 14, 2025
SUBJECT: AUGUST 2025 INVESTMENT REPORT (SUCCESSOR AGENCY) REPORT IN BRIEF:

The Investment Report as of August 31, 2025, has been prepared in accordance with the City’s Investment Policy and California Government Code Section 53646.

RECOMMENDED ACTION:

2. Receive and file the Investment Report for the month of August 2025.

BACKGROUND:

The attached report summarizes the Successor Agency’s investment and deposit balances as of August 31, 2025. During the month of August, the Successor Agency’s total cash and investments decreased by $5,468. The Successor Agency’s cash and investment balances by fund are presented in Attachment A. The Successor Agency’s investments and deposits by financial institution are included as Attachment B.

ANALYSIS:

The Successor Agency’s share of the City’s investment in the State Treasurer’s Local Agency Investment Fund (LAIF) continues to be available on demand. The effective yield on LAIF for the month of August 2025 was 4.25%.

Item: 9F
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1 The Successor Agency’s investments are shown on Attachment B and have a weighted investment yield of 4.25%, which is equal to the benchmark LAIF return of 4.25%, as the entire portfolio (excluding funds held with the bond fiscal agents) represents the Successor Agency’s portion of the City’s pooled cash and investments. With a completely liquid portfolio, the weighted average maturity of the Successor Agency’s investments on August 31, 2025, was 1 day. LAIF’s average maturity on August 31, 2025, was approximately 248 days.

FISCAL IMPACT:

All deposits and investments have been made in accordance with the City's Fiscal Year 2025/26 Investment Policy.

The portfolio will allow the Successor Agency to meet its expenditure requirements for the next six months.

ENVIRONMENTAL IMPACT:

None.

LEGAL REVIEW:

None.

PUBLIC NOTIFICATION:

Through the agenda posting process.

STRATEGIC GOAL:

Goal 4. Ensure fiscal stability.

Prepared by: Sharon del Rosario, Finance Director
Approved by: Hannah Shin-Heydorn, City Manager
ATTACHMENTS:

A. Cash and Investments by Fund
B. Investments and Deposits
Fund/
Account No. Fund/Account Name
Beginning
Balance Increases Decreases Ending Balance

CASH-POOLED
712-111101 Redevelopment Obligation Retirement Fund $ 1,370,585.92 $ - $ (5,500.00) $ 1,365,085.92 Total Cash-Pooled (1) $ 1,370,585.92 $ - $ (5,500.00) $ 1,365,085.92 CASH-RESTRICTED (with Fiscal Agent)
712-111423 2016 Tax Allocation Bonds, Series A and B $ 1,183,300.61 $ 9.93 $ - $ 1,183,310.54 712-111425 2016 Tax Allocation Bonds, Series C and D 1,936,104.51 16.26 - 1,936,120.77 712-111426 2020 Tax Allocation Refunding Bonds, Series A 704,212.97 5.90 - 704,218.87 Total Cash-Restricted (with Fiscal Agent) $ 3,823,618.09 $ 32.09 $ - $ 3,823,650.18 TOTAL CASH AND INVESTMENTS $ 5,194,204.01 $ 32.09 $ (5,500.00) $ 5,188,736.10 Note:
(1) - Includes the Successor Agency's share of the City's BMO Harris Bank checking account and Local Agency Investment Fund (LAIF).

SUCCESSOR AGENCY TO THE STANTON REDEVELOPMENT AGENCY

CASH AND INVESTMENTS REPORT
MONTH ENDED AUGUST 31, 2025
Attachment: A
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SUCCESSOR AGENCY TO THE STANTON REDEVELOPMENT AGENCY

INVESTMENTS AND DEPOSITS
Investment Issuer/ Date of Market MV
Type Institution Broker Maturity Cost Value Source
LAIF and BMO General Acct State of California/ BMO State of California On Demand 4.25% N/A $ 1,365,086 $ 1,365,086 LAIF Total Cash Investments and Deposits 1 4.25% $ 1,365,086 $ 1,365,086 Weighted Average Weighted Average
Bond Funds Held by Trustees: Maturity (days) Yield
Investment Issuer/ CUSIP Date of Interest Par Market MV Type Institution Broker Number Maturity Rate Value Cost Value Source 2016 Series A and B
Debt Service:

Cash Equivalents US Bank Money Market US Bank 9AMMF05B2 On Demand 0.02% 1,183,311 $ $ 1,183,311 $ 1,183,311 US Bank Interest:

Cash Equivalent US Bank Money Market US Bank 9AMMF05B2 On Demand 0.02% 1 1 1 US Bank Principal:

Cash Equivalent US Bank Money Market US Bank 9AMMF05B2 On Demand 0.02% 2 2 2 US Bank Total 2016 Series A and B $ 1,183,314 $ 1,183,314
Investment Issuer/ CUSIP Date of Interest Par Market MV Type Institution Broker Number Maturity Rate Value Cost Value Source 2016 Series C and D
Debt Service:

Cash Equivalent US Bank Money Market US Bank 9AMMF05B2 On Demand 0.02% $ 1,936,121 $ 1,936,121 $ 1,936,121 US Bank Principal:

Cash Equivalent US Bank Money Market US Bank 9AMMF05B2 On Demand 0.02% 1 1 1 US Bank Total 2016 Series C and D $ 1,936,122 $ 1,936,122
Investment Issuer/ CUSIP Date of Interest Par Market MV Type Institution Broker Number Maturity Rate Value Cost Value Source 2020 Tax Allocation Refunding Bonds
Special Fund:

Cash Equivalent US Bank Money Market US Bank 9AMMF05B2 On Demand 0.02% $ 704,219 $ 704,219 $ 704,219 US Bank Total 2020 Tax Allocation Bonds (Tax-Exempt) $ 704,219 $ 704,219 Total Bond Fund Investments and Deposits (3) $ 3,823,654 $ 3,823,654 TOTAL - ALL CASH AND INVESTMENTS $ 5,188,740 $ 5,188,740 Notes:
(1) - There have been no exceptions to the Investment Policy. (2) - The Successor Agency is able to meet its expenditure requirements for the next six months. (3) - Restricted Bond Funds are held by the fiscal agent.

Attachment: B
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MONTH ENDED AUGUST 31, 2025
Rate
Interest
1 CITY OF STANTON

REPORT TO THE CITY COUNCIL
TO: Honorable Mayor and Members of the City Council
DATE: October 14, 2025
SUBJECT: JULY 2025 GENERAL FUND REVENUE AND EXPENDITURE REPORT; HOUSING AUTHORITY REVENUE AND EXPENDITURE
REPORT; STATUS OF CAPITAL IMPROVEMENT PROGRAM
REPORT IN BRIEF:

The Revenue and Expenditure Reports for the month ended July 31, 2025, have been provided to the City Manager in accordance with Stanton Municipal Code Section

2.20.080 (D) and is being provided to the City Council. This report includes information on both the City’s General Fund and the Housing Authority Fund.

RECOMMENDED ACTION:

2. Receive and file the General Fund and Housing Authority Fund July 2025 Revenue and Expenditure Reports and Status of Capital Improvement Projects for the month ended July 31, 2025.

ANALYSIS:

General Fund Revenue and Expenditure Reports
Attachments A and B summarize the General Fund’s revenue and expenditure activity through July 31, 2025. The reports include the monthly and year-to-date information, the current fiscal year’s budgeted balance and the year-to-date as a percentage of the budget. In addition, for comparison purposes, the prior year amounts, and percentage change from prior year are included as well.

Item: 9G
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2 As of July 31, total General Fund revenues including transfers received to date were approximately $491,721, which is 1% of the Fiscal Year 2025/26 budgeted amount and is approximately $143,000 thousand (8%) higher than the revenues recognized for the same period last year (Attachment A, page 2). The biggest change relates to an increase in building permit revenue partially due to the increase in the City’s fee schedule and permit activity. It is important to point out that many revenues for the new fiscal year are not remitted to the City until September, for example sales tax and property tax revenue.

Total General Fund expenditures including transfers were approximately $1.9 million through July 31, which represents 5% of the Fiscal Year 2025/26 projected expenditure and is approximately $103,000 (-5%) lower than the expenditures including transfers incurred for the same period last year (Attachment B, page 2), this may be due to the start of the new fiscal year resulting in a lag in vendor invoicing.

Per Attachment C, the City’s total reserves and available fund balance (“discretionary fund balance”) based on the current amended budget is estimated to be $40.5 million by June 30, 2026, as shown in the table below.

Estimated
Balance
Set aside per Reserve Policy $ 15,900,000
Assigned Fund Balance 882,446
Unassigned Fund Balance 23,681,555
Total Discretionary Fund Balance $ 40,464,001
3 Housing Authority Revenue and Expenditure Reports
Attachment D summarizes the Housing Authority Fund’s revenue and expenditure activity through July 31, 2025. The report includes the monthly and year-to-date information, the current fiscal year’s budgeted balance and the year-to-date as a percentage of the budget. In addition, for comparison purposes, the prior year amounts, and percentage change from prior year are included as well.

As of July 31, total Housing Authority Fund revenues received to date were approximately $28,167, which is 5% of the Fiscal Year 2025/26 budgeted amount and is $22,104 (23%) less than the revenue collected through the same period last year which is mainly attributed to lower rental income received from the Tina/Pacific housing project area.

Total Housing Authority Fund expenditures were $55,748 for the month ending July 31, which is 4% of the Fiscal Year 2025/26 budget and $116,024 (32%) lower than the expenditures incurred for the same period last year, primarily due to lower relocation payments made to Tina Pacific residents. The are no housing relocation costs for the month of July.

Per Attachment E, the City’s Housing Authority Fund’s available fund balance is expected to be $8.1 million by July 31, 2025.

Status of Capital Improvement Projects (CIP) (Attachment F) The Fiscal Year 2025/26 CIP budget includes $9.1 million from the Fiscal Year 2025/26 Adopted Budget and $16.5 million in carryover funding from Fiscal Year 2024/25 and additional adjustments approved by the City Council since July 1, 2024, that resulted in an increase of CIP expenditures by $76,230, for a total amended budget of $25.8 million as of July 31, 2025. As of July 31, capital project expenditures totaled only $3,739 with an additional $1.5 million (6% of the amended budget) under contract (encumbered) for work currently underway, for a total amount spent or encumbered to date of $1.5 million (6% of the amended budget) as of July 31, 2025.
4 FISCAL IMPACT:

None.

ENVIRONMENTAL IMPACT:

This item is not subject to California Environmental Quality Act (“CEQA”) pursuant to Sections 15378(b)(5) (Organizational or administrative activities of governments that will not result in direct or indirect physical changes in the environment).

LEGAL REVIEW:

None.

PUBLIC NOTIFICATION:

Through the normal agenda posting process.

STRATEGIC GOALS:

Goal 3. Provide quality infrastructure.

Goal 4. Ensure fiscal stability.

Prepared by: Sharon Del Rosario, Finance Director
Reviewed by: Patricia A. Vazquez, City Clerk
ATTACHMENTS:

A. July 2025 General Fund Revenues
B. July 2025 General Fund Expenditures
C. General Fund Reserve Balances
D. July 2025 Housing Authority Revenue and Expenditures E. Housing Authority Reserve Balance
F. Status of Capital Improvement Projects as of July 31, 2025 %
FY 2025/26 FY 2025/26 Activity Change
Adopted Amended During Year To Date Percent of FY 2024/25 From Budget Budget July Actual * Budget Actual* Prior Year
TAXES
Property Tax $ 9,619,400 $ 9,619,400 $ - $ - 0.00% $ - 0.00% Sales and Use Tax 5,651,965 5,651,965 - - 0.00% - 0.00% Transactions and Use Tax 6,385,000 6,385,000 - - 0.00% - 0.00% Transient Occupancy Tax 570,000 570,000 - - 0.00% - 0.00% Franchise Fees 1,509,790 1,509,790 - - 0.00% - 0.00%
Business Licenses 175,000 175,000 - - 0.00% 7,891 -100.00% Utility Users Tax 2,657,000 2,657,000 - - 0.00% - 100.00% Cannabis Tax 1,951,290 1,951,290 - - 0.00% - 100.00%
Tax Increment Pass-thru Payment 663,000 663,000 - - 0.00% - 0.00% TAXES-TOTAL 29,182,445 29,182,445 - - 0.00% 7,891 -100.00%

INTERGOVERNMENTAL
County WDA Shared Revenue $ 115,000 $ 115,000 $ - $ - 0.00% $ - 0.00% Mandated Cost Reimbursement 40,000 40,000 - - 0.00% - 100.00% Motor Vehicle In Lieu 50,000 50,000 - - 0.00% - 100.00% Public Safety Augmentation Tax 202,515 202,515 - - 0.00% - 100.00% Planning Grants - - - - 0.00% - 0.00%
Federal Grants - - - - 0.00% - 0.00%
Other Grants 4,200 4,200 - - 0.00% - 100.00%
INTERGOVERNMENTAL-TOTAL 411,715 411,715 - - 0.00% $ - 100.00%

CHARGES FOR SERVICES
Charges for Services $ 177,105 $ 177,105 $ 16,076 $ 16,076 9.08% $ 10,337 55.51% Information Technology Charges 73,855 73,855 6,155 6,155 8.33% 3,755 63.92% CHARGES FOR SERVICES-TOTAL 250,960 250,960 22,230 22,230 8.86% $ 14,092 57.75%

FEES AND PERMITS
Solid Waste Impact Fees $ 1,407,000 $ 1,407,000 $ 159,753 $ 159,753 11.35% $ 162,590 -1.74% Building Permits and Fees 965,000 965,000 124,716 124,716 12.92% 48,433 157.50% Planning Permits and Fees 91,700 91,700 2,779 2,779 3.03% 10,165 -72.67% Engineering Permits and Fees 195,700 195,700 7,313 7,313 3.74% 8,415 -13.10% Developer Contributions 1,000.000 1,000.000 - - 0.00% - 100% Recycling Fees 90,000 90,000 (18,750) (18,750) -20.83% - 100.00%

FEES AND PERMITS, CONTINUED
Other Permits and Fees 346,850 346,850 9,534 9,534 2.75% 15,622 -38.97% Community Services Fees 80,000 80,000 5,384 5,384 6.73% 9,176 -41.33% FEES AND PERMITS -TOTAL 3,177,250 3,177,250 290,729 290,729 9.15% 254,400 14.28% July 2025 General Fund Revenues (8% of Year)

CITY OF STANTON
FY 2025/26
Attachment: A
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%
FY 2025/26 FY 2025/26 Activity Change
Adopted Amended During Year To Date Percent of FY 2024/25 From Budget Budget July Actual * Budget Actual* Prior Year
July 2025 General Fund Revenues (8% of Year)

CITY OF STANTON
FY 2025/26

FINES AND FORFEITURES
General Fines $ 5,000 $ 5,000 $ - $ - 0.00% $ (327) 100.00% Motor Vehicle Fines 50,000 50,000 - - 0.00% - 0.00%
Parking Citations 600,000 600,000 1,371 1,371 0.23% 1,669 -17.86% DMV Parking Collections 73,400 73,400 - - 0.00% - 0.00% Administrative Citation 15,000 15,000 - - 0.00% 200 -100.00% FINES AND FORFEITURES-TOTAL 743,400 743,400 1,371 1,371 0.18% $ 1,542 -11.09%

USE OF MONEY AND PROPERTY
Investment Earnings $ 250,000 $ 250,000 $ 85,242 $ 85,242 34.10% $ 4,637 1738.47% Unrealized Gains (Losses) - - - - 0.00% - 0.00%
Loan Interest - - - - 0.00% - 0.00%
Rental Income 169,425 169,425 18,508 18,508 10.92% 35,415 -47.74% USE OF MONEY AND PROPERTY-TOTAL 419,425 419,425 103,749 103,749 24.74% $ 40,051 159.04%

MISCELLANEOUS REVENUE
Miscellaneous Revenue $ 115,710 $ 116,210 $ 46,547 $ 46,547 40.05% $ 811 5637.92% MISCELLANEOUS REVENUE-TOTAL 115,710 116,210 46,547 46,547 40.05% $ 811 5637.92%

TRANSFERS IN
From Cannabis Comm Ben 107 $ 414,845 $ 414,845 $ - $ - 0.00% $ - 100.00% From Gas Tax Fund $ 50,000 $ 50,000 $ 4,167 $ 4,167 8.33% $ 7,500 -44.44% From Protective Services Fund 387,000 387,000 6,677 6,677 1.73% 8,709 -23.33% From Other Grants Fund - - - - 0.00% - 0.00%
From Supplemental Law Enforcement Grants Fund 195,000 195,000 16,250 16,250 8.33% 13,333 21.88% From Sewer Maintenance Fund - - - - 0.00% - 0.00%
From Fleet Maintenance Fund - - - - 0.00% - 0.00%
TRANSFERS IN-TOTAL 1,046,845 1,046,845 27,094 27,094 2.59% 29,542 -8.29% TOTAL REVENUES AND TRANSFERS IN $ 35,347,750 $ 35,348,250 $ 491,721 $ 491,721 1.39% $ 348,330 41.17% TOTAL REVENUES BEFORE TRANSFERS $ 34,300,905 $ 34,301,405 $ 464,627 $ 464,627 1.35% $ 318,788 45.75% * = Actual data is reported through July
FY 2025/26 FY 2025/26 Activity % Change
Adopted Amended During Year To Date Percent of FY 2024/25 From Acct. No. Description Budget Budget July Actual * Budget Actual* Prior Year 101 General Fund
430100 Current Year-Secured $ 1,125,000 $ 1,125,000 - $ - 0.00% $ - 0.00% 430105 Current Year-Unsecured 32,600 32,600 - - 0.00% - 0.00% 430110 Property Tax-Prior Year - - - - 0.00% - 0.00%
430115 Property Tax-Supplemental 25,000 25,000 - - 0.00% - 0.00% 430120 Residual Redevelopment Property Tax 1,926,000 1,926,000 - - 0.00% - 0.00% 430121 In-Lieu Vehicle License Fee 6,426,000 6,426,000 - - 0.00% - 0.00% 430135 Homeowners Tax Relief 4,800 4,800 - - 0.00% - 0.00% 430140 Property Transfer Tax 80,000 80,000 - - 0.00% - 0.00% 430145 Property Tax-Penalties/Int - - - - 0.00% - 0.00% 430200 Sales And Use Tax 5,651,965 5,651,965 - - 0.00% - 0.00% 430250 Transactions & Use Tax 6,385,000 6,385,000 - - 0.00% - 0.00% 430300 Transient Occupancy Tax 570,000 570,000 - - 0.00% - 0.00% 430405 Franchise Tax/Cable TV 250,000 250,000 - - 0.00% - 0.00% 430410 Franchise Tax/Electric 318,790 318,790 - - 0.00% - 0.00% 430415 Franchise Tax/Gas 74,000 74,000 - - 0.00% - 0.00% 430420 Franchise Tax/Refuse 740,000 740,000 - - 0.00% - 0.00% 430425 Franchise Tax/Water 127,000 127,000 - - 0.00% - 0.00% 430500 Business License Tax 175,000 175,000 - - 0.00% 7,891 100.00% 430600 Util User Tax/Electricity 1,555,000 1,555,000 - - 0.00% - 0.00% 430605 Util User Tax/Telephone 192,000 192,000 - - 0.00% - 0.00% 430610 Util User Tax/Gas 300,000 300,000 - - 0.00% - 0.00% 430615 Util User Tax/Water 610,000 610,000 - - 0.00% - 0.00% 430700 Cannabis Tax-Retail 1,860,000 1,860,000 - - 0.00% - 100.00% 430705 Cannabis Tax-Cultivation 91,290 91,290 - - 0.00% - 100.00% 430710 Cannabis Penalties+Interest - - - - 0.00% - 100.00% 440100 AB 1389 Pass Through from RDA 663,000 663,000 - - 0.00% - 100.00% 101 General Fund 29,182,445 29,182,445 - - 0.00% 7,891 -100.00% TAXES - TOTAL $ 29,182,445 $ 29,182,445 - $ - 0.00% $ 7,891 -100.00% TAXES
July 2025 General Fund Revenues (8% of Year)
FY 2025/26
FY 2025/26 FY 2025/26 Activity % Change
Adopted Amended During Year To Date Percent of FY 2024/25 From Acct. No. Description Budget Budget July Actual * Budget Actual* Prior Year TAXES
July 2025 General Fund Revenues (8% of Year)
FY 2025/26
101 General Fund
432121 County WDA Shared Revenue $ 115,000 $ 115,000 - $ - 0.00% $ - 0.00% 432135 Mandated Cost Reimbursement 40,000 40,000 - - 0.00% - 0.00% 432150 Motor Vehicle In Lieu 50,000 50,000 - - 0.00% - 0.00% 432180 Public Safety Augmentation Tax 202,515 202,515 - - 0.00% - 0.00% 432245 Planning Grants - - - - 0.00% - 0.00%
432256 Other Grants 4,200 4,200 - - 0.00% - 0.00%
432270 Federal Grants - - - - 0.00% - 0.00%
INTERGOVERNMENTAL - TOTAL $ 411,715 $ 411,715 - $ - 0.00% $ - 0.00% 101 General Fund
433100 Charges For Services $ 177,105 $ 177,105 16,076 $ 16,076 9.08% $ 10,337 55.51% 433136 Information Technology Charges 73,855 73,855 6,155 6,155 8.33% 3,755 63.92% CHARGES FOR SERVICES - TOTAL $ 250,960 $ 250,960 22,230 $ 22,230 8.86% $ 14,092 57.75% 101 General Fund
431100 Building Plan Check Fees $ 185,000 $ 185,000 8,583 $ 8,583 4.64% $ 17,676 -51.44% 431105 Mechanical Permits 85,000 85,000 14,787 14,787 17.40% 3,260 353.59% 431110 Building Permits 550,000 550,000 46,150 46,150 8.39% 22,184 108.03% 431115 Plumbing Permits 55,000 55,000 18,601 18,601 33.82% 1,075 1630.33% 431120 Electrical Permits 90,000 90,000 36,595 36,595 40.66% 4,238 763.50% 431130 Engineering Plan Check Fees 30,000 30,000 - - 0.00% 1,445 -100.00% 431135 Public Works Permits 165,700 165,700 7,313 7,313 4.41% 6,970 4.92% 431140 S M I P - Commercial Fees 300 300 - - 0.00% - 100.00% 431145 S M I P-Residential Permits 450 450 - - 0.00% - 100.00% 431146 SB 1473 Fee 1,500 1,500 59 59 3.93% 42 40.48%
431160 Solid Waste Impact Fees 1,407,000 1,407,000 159,753 159,753 11.35% 162,590 -1.74% 431180 P/W Inspections 10,000 10,000 1,186 1,186 11.86% 533 122.31% 431185 Parking Permits 50,000 50,000 850 850 1.70% 825 3.03% 431190 Towing Franchise Fee 15,000 15,000 1,530 1,530 10.20% 1,710 -10.53% 431192 Beautification/Enhancement Fee - - - - 0.00% - 100.00% 431193 Neighborhood Preservation Fees - - - - 0.00% - 100.00% 431194 Public Benefit Fee 1,000 1,000 - - 0.00% - 100.00% 431195 Other Fees & Permits 60,000 60,000 4,424 4,424 7.37% 4,381 0.97% 431196 Forfeited Deposits - - - - 0.00% - 100.00%
431201 Cannabis Business Renewal Permit Fee 5,600 5,600 - - 0.00% - 100.00% 431202 Cannabis Background Fee - - - - 0.00% - 100.00%
433200 Conditional Use Permit 12,000 12,000 - - 0.00% - 100.00% 433205 Precise Plan Of Design 10,000 10,000 - - 0.00% 3,070 -100.00% 433210 Variance - - - - 0.00% - 100.00%
433220 Preliminary Plan Review 2,500 2,500 - - 0.00% - 100.00% FY 2025/26 FY 2025/26 Activity % Change
Adopted Amended During Year To Date Percent of FY 2024/25 From Acct. No. Description Budget Budget July Actual * Budget Actual* Prior Year TAXES
July 2025 General Fund Revenues (8% of Year)
FY 2025/26
433225 Environmental Services 4,600 4,600 - - 0.00% 75 -100.00% 433227 Foreclosure Registration - - - - 0.00% - 100.00% 433230 Zoning Entitlements 9,600 9,600 - - 0.00% - 100.00% 433235 Land Divisions 3,500 3,500 - - 0.00% - 100.00%
433240 Special Event Permits 1,000 1,000 - - 0.00% - 100.00% 433245 Sign/Ban'R/Gar Sa/Temp Use Per 5,000 5,000 100 100 2.00% 660 -84.85% 433250 Ministerial Services 13,000 13,000 210 210 1.62% 3,200 -93.44% 433260 Landscape Plan Check 1,500 1,500 - - 0.00% 325 -100.00% 433266 Massage Establishment License - - - - 0.00% - 100.00% 433270 General Plan Maint Surcharge 30,000 30,000 2,469 2,469 8.23% 2,835 -12.92% 433285 Other Developmental Fees - - - - 0.00% - 100.00% 433305 General Recreation Programs 50,000 50,000 3,238 3,238 6.48% 5,321 -39.14% 433315 Sports Fields 30,000 30,000 2,146 2,146 7.15% 3,855 -44.35% 433320 Special Event Participant Fee - - - - 0.00% - 100.00% 433505 Credit Card Convenience Fee 46,500 46,500 1,485 1,485 3.19% - 100.00% 437115 Recycling Fees 90,000 90,000 (18,750) (18,750) -20.83% - 100.00% 430505 New/Moved Bus Lic Appl Rev 34,000 34,000 - - 0.00% 3,790 -100.00% 430510 Business Tax Renewal Process 120,000 120,000 - - 0.00% 3,880 -100.00% 430515 SB 1186 2,500 2,500 - - 0.00% 460 -100.00%
FEES AND PERMITS - TOTAL $ 3,177,250 $ 3,177,250 290,729 $ 290,729 9.15% $ 254,400 14.28% 101 General Fund
434100 General Fines $ 5,000 $ 5,000 - $ - 0.00% $ (327) 100.00% 434105 Motor Vehicle Fines 50,000 50,000 - - 0.00% - 0.00% 434110 Parking Citations 600,000 600,000 1,371 1,371 0.23% 1,669 17.86% 434115 DMV Parking Collections 73,400 73,400 - - 0.00% - 0.00% 434120 Administrative Citations 15,000 15,000 - - 0.00% 200 -100.00% FINES AND FORFEITURES - TOTAL $ 743,400 $ 743,400 1,371 $ 1,371 0.18% $ 1,542 -11.09% 101 General Fund
435100 Interest Earned $ 250,000 $ 250,000 85,242 $ 85,242 34.10% $ 4,637 1738.47% 435110 Unrealized Gains (Losses) - - - - 0.00% - 0.00%
435200 Loan Interest - - - - 0.00% - 0.00%
436100 Bus Shelter Site Rental 5,000 5,000 - - 0.00% - 0.00% 436115 Property Rental 14,800 14,800 1,234 1,234 8.34% 1,234 0.00% 436125 Indoor Facility Rental 100,000 100,000 14,088 14,088 14.09% 24,720 -43.01% 436127 Picnic Shelters 25,000 25,000 1,179 1,179 4.72% 5,565 -78.81% 436135 Pac Bell Mobile Svcs-Rent 24,625 24,625 2,007 2,007 8.15% 3,896 -48.49% FY 2025/26 FY 2025/26 Activity % Change
Adopted Amended During Year To Date Percent of FY 2024/25 From Acct. No. Description Budget Budget July Actual * Budget Actual* Prior Year TAXES
July 2025 General Fund Revenues (8% of Year)
FY 2025/26
USE OF MONEY AND PROPERTY - TOTAL $ 419,425 $ 419,425 103,749 $ 103,749 24.74% $ 40,051 159.04% 101 General Fund
437100 Sale Of Publications $ - $ - - $ - 0.00% $ - 100.00% 437105 Firework Services 875 875 - - 0.00% - 100.00%
437110 Candidate Statements - - - - 0.00% - 100.00%
437125 Donations 50,000 50,500 - - 0.00% - 100.00%
437130 Insurance Reimbursement - - - - 0.00% - 100.00%
437135 Expense Reimbursement 54,835 54,835 37,824 37,824 68.98% 706 5256.18% 437137 Loan Repayment from Landscape Maintenance District - - - - 0.00% - 100.00% 437145 Sale Of Assets - - - - 0.00% - 100.00%
437195 Other Revenue 10,000 10,000 8,723 8,723 87.23% 105 8204.03% MISCELLANEOUS REVENUE - TOTAL $ 115,710 $ 116,210 46,547 $ 46,547 40.05% $ 811 5637.92% 101 General Fund
439211 Transfer From Cannabis Comm Ben 107 $ 414,845 $ 414,845 - $ - 0.00% $ - 0.00% 439211 Transfer From Gas Tax Fund 50,000 50,000 4,167 4,167 8.33% 7,500 -44.44% 439223 Transfer From Protective Services Fund 387,000 387,000 6,677 6,677 1.73% 8,709 -23.33% 439227 Transfer from Other Grants Fund - - - - 0.00% - 0.00% 439242 Transfer From Supp Law Enf Grant 195,000 195,000 16,250 16,250 8.33% 13,333 21.88% 439501 Transfer from Sewer Maintenance Fund - - - - 0.00% - 0.00% 439605 Transfer from Fleet Maintenance Fund - - - - 0.00% - 0.00% TRANSFERS IN - TOTAL $ 1,046,845 $ 1,046,845 $ 27,094 $ 27,094 2.59% $ 29,542 -8.29% TOTAL REVENUES AND TRANSFERS IN $ 35,347,750 $ 35,348,250 491,721 $ 491,721 1.39% $ 348,330 41.17% TOTAL REVENUES BEFORE TRANSFERS $ 34,300,905 $ 34,301,405 464,627 $ 464,627 1.35% $ 318,788 45.75% Division
No. Description
FY 2025/26
Adopted
Budget
FY 2025/26
Amended
Budget
Activity During
July
Year to Date
Actual *
Percent of
Budget
FY 2024/25
Actual*
1100 City Council $ 137,745 $ 137,745 $ 24,603 $ 24,603 17.86% $ 38,375 -35.89% 1200 City Attorney 398,090 398,090 $ - - 0.00% $ - 100.00% 1300 City Manager 652,445 652,445 $ 36,119 36,119 5.54% $ 43,765 -17.47% 1400 City Clerk 266,395 266,395 $ 16,259 16,259 6.10% $ 15,546 4.59% 1410 Personnel/Risk Management 344,545 344,545 $ 18,837 18,837 5.47% $ 23,035 -18.23% 1510 Information Technology 843,905 1,512,457 $ 30,066 30,066 1.99% $ 104,671 -71.28% Administration 2,643,125 3,311,677 $ 125,885 125,885 3.80% $ 225,393 -44.15% 1500 Finance 1,128,610 1,128,610 $ 65,661 65,661 5.82% $ -11.19% 73,931 1600 Non-Dept (excludes Transfers) 383,200 383,200 $ - - 0.00% $ - 0.00% Finance 1,511,810 1,511,810 $ 65,661 65,661 4.34% $ 73,931 -11.19% 1520 Emergency Preparedness 5,000 5,000 $ - - 0.00% $ - 100.00% 2100 Law Enforcement 16,268,720 16,268,720 $ 1,349,430 1,349,430 8.29% $ 1,179,400 14.42% 2200 Fire Protection 6,039,805 6,039,805 $ - - 0.00% $ 100.00% - 2230 Contractual Ambulance Svcs 2,500 2,500 $ - - 0.00% $ 0.00% - 2300 Homeless Prevention 334,520 334,520 $ 5,211 5,211 1.56% $ 8,299 -37.21% 2400 Animal Control Services 232,640 232,640 $ - - 0.00% $ 71,472 -100.00% 2500 Public Safety-Other 345,435 345,435 $ 26,968 26,968 7.81% $ -62.78% 72,453 4300 Parking Control 648,795 648,795 $ 14,273 14,273 2.20% $ 9,919 43.89% 6200 Code Enforcement 789,230 789,230 $ 51,789 51,789 6.56% $ 28,620 80.96% Public Safety 24,666,645 24,666,645 $ 1,447,671 1,447,671 5.87% $ 1,370,163 5.66% 3000 Public Works Administration 650,075 650,075 $ 45,600 45,600 7.01% $ 75,751 -39.80% 3100 Engineering 377,580 377,580 $ 19,853 19,853 5.26% $ 8,000 148.16% 3200 Public Facilities 706,075 706,075 $ 10,918 10,918 1.55% $ 14,246 -23.36% 3300 Crossing Guard 69,080 69,080 $ (1,679) (1,679) -2.43% $ 1,011 -266.07% 3400 Parks Maintenance 878,205 878,660 $ 20,487 20,487 2.33% $ 66.15% 12,331 3500 Street Maintenance 417,955 417,955 $ 10,330 10,330 2.47% $ 20,879 -50.52% 3600 Storm Drains 208,000 208,000 $ - - 0.00% $ - 100.00% 6300 Graffiti Abatement 118,885 118,885 $ 7,043 7,043 5.92% $ 4,708 49.60% Public Works 3,425,855 3,426,310 $ 112,553 112,553 3.28% $ 136,926 -17.80% 4000 Community Development Administration 458,735 458,735 $ 32,284 32,284 7.04% $ -43.38% 57,021 4100 Planning 605,500 605,500 $ 31,767 31,767 5.25% $ 119.86% 14,449 4200 Building Regulation 547,245 547,245 $ 6,764 6,764 1.24% $ 3,228 109.57% 4400 Economic Development 10,500 10,500 $ - - 0.00% $ 32 -100.00% City of Stanton
July 2025 General Fund Expenditures (8% of Year)
FY 2025/26
% Change
from Prior
Year
* = Actual data is reported through June.

Attachment: B
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Division
No. Description
FY 2025/26
Adopted
Budget
FY 2025/26
Amended
Budget
Activity During
July
Year to Date
Actual *
Percent of
Budget
FY 2024/25
Actual*
City of Stanton
July 2025 General Fund Expenditures (8% of Year)
FY 2025/26
% Change
from Prior
Year
Community Development 1,621,980 1,621,980 $ 70,815 70,815 4.37% $ 74,729 -5.24% 5000 Public Information Office 141,940 159,822 $ 5,698 3.57% 5,698 $ 75.70% 3,243 5100 Community Services Administration 834,565 835,065 $ 52,319 52,319 6.27% $ -44.66% 94,549 5200 Community Center Operations 154,990 154,990 $ 3,624 3,624 2.34% $ 6,585 -44.96% 5300 Park Operations 330,195 330,195 $ 23,407 23,407 7.09% $ 110.52% 11,119 5400 Senior Citizen Programs 71,540 71,540 $ 4,485 4,485 6.27% $ 2,811 59.59% 5500 Recreation Programs 131,000 131,000 $ - 0.00% - $ -100.00% 6,632 Community Services 1,664,230 1,682,612 $ 89,535 89,535 5.32% $ 124,938 -28.34% Transfer To Public Benefit Fee Fund - - $ - - 0.00% $ - 0.00% Transfer To Beautification Fee Fund - - $ - - 0.00% $ - 0.00% Transfer To Neighborhood Preservation Fee Fund - - $ - - 0.00% $ - 0.00% Transfer to FACT Grant 144,500 144,500 $ - - 0.00% $ - 0.00% Transfer to Senior Transportation Fund 2,580 2,580 $ - - 0.00% $ - 100.00% Transfer to SCP Maintenance - - $ - - 0.00% $ 9,065 -100.00% Transfer to Capital Projects Fund 211,245 660,148 $ - - 0.00% $ - 0.00% Transfers to Other Funds 358,325 807,228 $ - - 0.00% $ 9,065 -100.00% TOTAL EXPENDITURES $ 35,891,970 $ 37,028,263 $ 1,912,119 $ 1,912,119 5.16% $ 2,015,144 -5.11% TOTAL EXPENDITURES BEFORE TRANSFERS $ 35,533,645 $ 36,221,035 $ 1,912,119 $ 1,912,119 5.28% $ 2,006,080 -4.68% * = Actual data is reported through June.

Acct. No. Description % of Budget
FY 2024/25
Actual*
101 General Fund
1100 City Council
501105 Salaries-Elected $ 52,200 $ 52,200 $ 3,973 $ 3,973 7.61% $ 2,012 97.51% 502115 Unemployment Insurance - - - - 0.00% - 0.00%
502120 Medicare/Fica 755 755 58 58 7.63% 29 97.60%
502130 Other Benefit Charges - - - - 0.00% 3 -100.00%
602100 Special Dept Expense 10,240 10,240 3,125 3,125 30.52% 2,935 6.48% 602110 Office Expense 2,000 2,000 - - 0.00% - 0.00%
602115 Postage - - - - 0.00% - 0.00%
607100 Membership/Dues 51,625 51,625 17,021 17,021 32.97% 28,037 -39.29% 607110 Travel/Conference/Meetings 15,000 15,000 - - 0.00% 1,950 -100.00% 608105 Professional Services - - - - 0.00% - 0.00%
609100 Special Events 800 800 - - 0.00% - 0.00%
612115 Liability Insurance Charge 5,125 5,125 427 427 8.33% 3,410 -87.48% 701105 Equipment-General - - - - 0.00% - 0.00%
702100 Office Furniture - - - - 0.00% - 0.00%
1100 City Council Total 137,745 137,745 24,603 24,603 17.86% 38,375 -35.89% 1200 City Attorney
608105 Professional Services $ 398,090 398,090 - - 0.00% - 0.00% 1200 City Attorney Total 398,090 398,090 - - 0.00% - 0.00% 1300 City Manager
501110 Salaries-Regular $ 325,135 325,135 20,833 20,833 6.41% 10,901 91.11% 501115 Salaries-Overtime 500 500 - - 0.00% - 0.00%
501120 Salaries-Part-Time 18,420 18,420 1,903 1,903 10.33% 339 462.01% 502100 Retirement 96,125 96,125 7,768 7,768 8.08% 3,423 126.91% 502105 Workers Comp Insurance 5,835 5,835 522 522 8.94% 198 163.84% 502110 Health/Life Insurance 32,110 32,110 1,089 1,089 3.39% 1,187 -8.31% 502111 Medical In-Lieu Pay 180 180 25 25 14.13% 15 71.48% 502115 Unemployment Insurance 230 230 - - 0.00% - 0.00% 502120 Medicare/Fica 4,405 4,405 323 323 7.34% 156 107.13% 502125 Leave Disbursals - - - - 0.00% - 100.00%
502130 Other Benefit Charges - - - - 0.00% 15 -100.00%
602100 Special Dept Expense - - - - 0.00% - 0.00%
Administration - Shin-Heydorn
July 2025 General Fund Expenditures (8% of Year)
FY 2025/26
Amended
Budget
Activity
During July
Year to Date
Actual *
FY 2025/26
Adopted
Budget
FY 2025/26
% Change
From Prior
Year
* = Actual data is reported through June.

Acct. No. Description % of Budget
FY 2024/25
Actual*
Administration - Shin-Heydorn
July 2025 General Fund Expenditures (8% of Year)
FY 2025/26
Amended
Budget
Activity
During July
Year to Date
Actual *
FY 2025/26
Adopted
Budget
FY 2025/26
% Change
From Prior
Year
1300 City Manager, Continued
602110 Office Expense 10,600 10,600 423 423 3.99% 284 48.95% 602115 Postage 200 200 - - 0.00% 1 -100.00%
602120 Books/Periodicals 100 100 - - 0.00% - 0.00%
607100 Membership/Dues 1,000 1,000 500 500 50.00% 585 -14.53% 607110 Travel/Conference/Meetings 4,800 4,800 - - 0.00% 650 -100.00% 608105 Professional Services 120,000 120,000 - - 0.00% 4,000 -100.00% 612105 Vehicle Replacement Charge 200 200 17 17 8.34% 48 -65.51% 612115 Liability Insurance Charge 32,605 32,605 2,717 2,717 8.33% 21,963 -87.63% 701100 Office Equipment - - - - 0.00% - 0.00%
702100 Office Furniture - - - - 0.00% - 0.00%
1300 City Manager Total 652,445 652,445 36,119 36,119 5.54% 43,765 -17.47% 1400 City Clerk
501110 Salaries-Regular $ 139,585 139,585 9,696 9,696 6.95% 4,996 94.08% 501115 Salaries-Overtime 500 500 - - 0.00% - 100.00%
502100 Retirement 53,450 53,450 4,142 4,142 7.75% 1,970 110.25% 502105 Workers Comp Insurance 2,580 2,580 212 212 8.22% 88 141.17% 502110 Health/Life Insurance 26,145 26,145 882 882 3.37% 961 -8.21% 502111 Medical In-Lieu Pay - - 17 17 0.00% 22 -21.85%
502115 Unemployment Insurance 160 160 - - 0.00% - 0.00% 502120 Medicare/Fica 1,945 1,945 139 139 7.12% 71 96.38% 502125 Leave Disbursals - - - - 0.00% - 100.00%
502130 Other Benefit Charges - - - - 0.00% 7 100.00%
602110 Office Expense 2,750 2,750 - - 0.00% - 100.00%
602115 Postage 500 500 37 37 7.46% 169 -77.90%
602120 Books/Periodicals 100 100 - - 0.00% - 100.00%
607100 Membership/Dues 510 510 - - 0.00% - 100.00%
607110 Travel/Conference/Meetings 1,200 1,200 - - 0.00% - 0.00% 607115 Training 2,500 2,500 - - 0.00% - 100.00%
608105 Professional Services 5,865 5,865 - - 0.00% - 100.00% 608135 Microfilming 15,000 15,000 - - 0.00% - 0.00%
* = Actual data is reported through June.

Acct. No. Description % of Budget
FY 2024/25
Actual*
Administration - Shin-Heydorn
July 2025 General Fund Expenditures (8% of Year)
FY 2025/26
Amended
Budget
Activity
During July
Year to Date
Actual *
FY 2025/26
Adopted
Budget
FY 2025/26
% Change
From Prior
Year
1400 City Clerk, Continued
608140 Elections - - - - 0.00% (1,163) -100.00%
612105 Vehicle Replacement Charge 365 365 30 30 8.33% 32 -5.17% 612115 Liability Insurance Charge 13,240 13,240 1,103 1,103 8.33% 8,393 -86.85% 1400 City Clerk Total 266,395 266,395 16,259 16,259 6.10% 15,546 4.59% 1410 Personnel/Risk Management
501110 Salaries-Regular $ 141,160 141,160 10,186 10,186 7.22% 5,000 103.73% 501120 Salaries-Part-Time 42,980 42,980 2,171 2,171 5.05% 1,451 49.61% 502100 Retirement 51,715 51,715 3,250 3,250 6.29% 1,494 117.61% 502105 Workers Comp Insurance 3,520 3,520 280 280 7.95% 114 146.40% 502110 Health/Life Insurance 27,610 27,610 944 944 3.42% 1,021 -7.49% 502111 Medical In-Lieu Pay 420 420 32 32 7.70% 23 40.03% 502115 Unemployment Insurance 250 250 - - 0.00% - 0.00% 502120 Medicare/FICA 2,660 2,660 176 176 6.63% 91 94.74% 502125 Leave Disbursals - - - - 0.00% - 100.00%
502130 Other Benefit Charges - - - - 0.00% 9 -100.00%
602110 Office Expense 1,400 1,400 - - 0.00% - 100.00%
602115 Postage 200 200 5 5 2.64% 7 -28.69%
607100 Membership/Dues 1,725 1,725 300 300 17.39% - 100.00% 607110 Travel/Conference/Meetings 2,000 2,000 - - 0.00% - 100.00% 607115 Training 7,500 7,500 - - 0.00% - 0.00%
607120 Education Reimbursement Program 10,000 10,000 - - 0.00% - 100.00% 608105 Professional Services 19,300 19,300 - - 0.00% 2,500 -100.00% 608125 Advertising/ Business Dev't 2,200 2,200 - - 0.00% - 0.00% 609125 Employee/Volunteer Recognition 12,000 12,000 - - 0.00% - 100.00% 612105 Vehicle Replacement Charge 435 435 36 36 8.33% 48 -24.99% 612115 Liability Insurance Charge 17,470 17,470 1,456 1,456 8.33% 11,279 -87.09% 701105 Equipment-General - - - - 0.00% - 0.00%
702100 Office Furniture - - - - 0.00% - 0.00%
1410 Personnel/Risk Management 344,545 344,545 18,837 18,837 5.47% 23,035 -18.23% * = Actual data is reported through June.

Acct. No. Description % of Budget
FY 2024/25
Actual*
Administration - Shin-Heydorn
July 2025 General Fund Expenditures (8% of Year)
FY 2025/26
Amended
Budget
Activity
During July
Year to Date
Actual *
FY 2025/26
Adopted
Budget
FY 2025/26
% Change
From Prior
Year
1510 Information Technology
501110 Salaries-Regular $ 110,785 110,785 8,205 8,205 7.41% 3,964 107.00% 501115 Salaries-Overtime 5,290 5,290 - - 0.00% - 100.00% 502100 Retirement Charges 42,530 42,530 3,387 3,387 7.96% 1,563 116.68% 502105 Workers Comp Insurance 2,050 2,050 168 168 8.21% 70 141.22% 502110 Health/Life Insurance 22,250 22,250 868 868 3.90% 837 3.73% 502115 Unemployment Insurance 145 145 - - 0.00% - 0.00% 502120 Medicare/Fica 1,545 1,545 112 112 7.26% 52 116.82% 502125 Leave Disbursals - - - - 0.00% - 100.00%
502130 Other Benefit Charges - - - - 0.00% 5 100.00%
602140 Materials & Supplies 7,900 7,900 - - 0.00% - 0.00% 603105 Equipment Maintenance 50,000 50,000 - - 0.00% - 0.00% 604100 Communications 91,200 91,200 995 995 1.09% - 100.00% 607100 Membership/Dues 66,335 66,335 - - 0.00% 2,390 100.00% 608100 Contractual Services 403,655 428,218 15,579 15,579 3.64% 89,133 -82.52% 612105 Vehicle Replacement Charge 9,715 9,715 810 810 8.33% - 100.00% 612115 Liability Insurance Charge 10,505 10,505 875 875 8.33% 6,658 -86.85% 701050 Computer Software 20,000 663,989 (933) (933) -0.14% - 100.00% 701105 Equipment-General - - - - 0.00% - 100.00%
1510 Information Technology Total 843,905 1,512,457 30,066 30,066 1.99% 104,671 -71.28% TOTAL ADMINISTRATION $ 2,643,125 $ 3,311,677 $ 125,885 $ 125,885 3.80% $ 225,393 -44.15% * = Actual data is reported through June.

Acct. No. Description % of Budget
FY 2024/25
Actual*
101 General Fund
1500 Finance
501110 Salaries-Regular $ 531,770 $ 531,770 $ 36,982 $ 36,982 6.95% $ 19,561 89.06% 501115 Salaries-Overtime 1,000 1,000 126 126 12.56% 50 149.23% 501120 Salaries-Part Time 46,465 46,465 3,125 3,125 6.73% 1,944 60.79% 502100 Retirement 150,560 150,560 11,982 11,982 7.96% 6,078 97.14% 502105 Workers Comp Insurance 10,655 10,655 878 878 8.24% 378 132.09% 502110 Health/Life Insurance 96,900 96,900 2,808 2,808 2.90% 3,138 -10.52% 502111 Medical In-Lieu Pay 525 525 101 101 19.21% 90 12.27% 502115 Unemployment Insurance 965 965 20 20 2.07% 29 -30.95% 502120 Medicare/FICA 8,050 8,050 577 577 7.16% 252 128.87% 502125 Leave Disbursals - - - - 0.00% - 0.00%
502130 Other Benefit Charges - - 70 70 0.00% 109 -35.49% 602102 Legal Notices 4,000 4,000 - - 0.00% - 100.00%
602110 Office Expense 6,000 6,000 - - 0.00% - 100.00%
602115 Postage 3,500 3,500 91 91 2.61% 196 -53.27%
602120 Books/Periodicals 400 400 - - 0.00% - 0.00%
607100 Membership/Dues 1,200 1,200 - - 0.00% - 100.00%
607105 Mileage Reimbursement 100 100 - - 0.00% - 100.00% 607110 Travel/Conference/Meetings 5,600 5,600 - - 0.00% - 0.00% 607115 Training 1,750 1,750 - - 0.00% - 100.00%
608100 Contractual Services 3,800 3,800 - - 0.00% - 0.00% 608105 Professional Services 149,660 149,660 3,358 3,358 2.24% 2,393 40.32% 608107 Financial Services 47,100 47,100 856 856 1.82% 1,032 -17.00% 608130 Temporary Help - - - - 0.00% - 0.00%
611116 Payment to Other Agencies 2,375 2,375 - - 0.00% - 0.00% 612105 Vehicle Replacement Charge 1,335 1,335 111 111 8.33% 129 -13.59% 612115 Liability Insurance Charge 54,900 54,900 4,575 4,575 8.33% 38,553 -88.13% 701100 Equipment-Office - - - - 0.00% - 100.00%
702100 Furniture-Office - $ - $ - - 0.00% - 0.00%
1500 Finance Total 1,128,610 1,128,610 65,661 65,661 5.82% 73,931 -11.19% Finance-Del Rosario
July 2025 General Fund Expenditures (8% of year)
FY 2025/26
Amended
Budget
Activity
During July
Year to Date
Actual *
% Change
From Prior
Year
FY 2025/26
Adopted
Budget
FY 2025/26
* = Actual data is reported through June.

Acct. No. Description % of Budget
FY 2024/25
Actual*
Finance-Del Rosario
July 2025 General Fund Expenditures (8% of year)
FY 2025/26
Amended
Budget
Activity
During July
Year to Date
Actual *
% Change
From Prior
Year
FY 2025/26
Adopted
Budget
FY 2025/26
1600 Non-Departmental
602100 Special Dept Expense - - - - 0.00% - 0.00%
610235 Economic Development Loan Repayment 350,000 350,000 - - 0.00% - 100.00% 611105 Revenue Sharing-City of Anaheim 33,200 33,200 - - 0.00% - 0.00% 1600 Non-Departmental Total 383,200 383,200 - - 0.00% - 100.00% 101 GENERAL FUND TOTAL $ 1,511,810 $ 1,511,810 $ 65,661 $ 65,661 4.34% $ 73,931 -11.19% 102 General Fund (Transactions & Use Tax)
1500 Finance
608105 Professional Services - - - - 0.00% - 0.00%
1500 Finance Total - - - - 0.00% - 0.00%
102 TRANSACTIONS AND USE TAX TOTAL $ - $ - $ - $ - 0.00% $ - 0.00% TOTAL FINANCE $ 1,511,810 $ 1,511,810 $ 65,661 $ 65,661 4.34% $ 73,931 -11.19% * = Actual data is reported through June.

Acct. No. Description
% of
Budget
101 General Fund
1520 Emergency Services
602140 Materials & Supplies $ 5,000 $ 5,000 $ - $ - 0.00% $ - 100.00% 608105 Professional Services - - - - 0.00% $ - 100.00%
1520 Emergency Services 5,000 5,000 - - 0.00% $ - 100.00% 2100 Law Enforcement
602100 Special Dept Expense 1,500 1,500 103 103 6.87% $ - 100.00% 602110 Office Expense 4,000 4,000 332 332 8.30% $ - 100.00% 602145 Gas/Oil/Lube 3,000 3,000 - - 0.00% $ - 0.00%
604100 Communications 57,790 57,790 - - 0.00% $ - 0.00% 608100 Contractual Services 14,490 14,490 - - 0.00% $ - 0.00% 608160 O.C.S.D. Contract 16,177,065 16,177,065 1,348,089 1,348,089 8.33% $ 380,138 254.63% 612105 Vehicle Replacement Charge 10,875 10,875 906 906 8.33% $ 1,050 -13.72% 2100 Law Enforcement Total 16,268,720 16,268,720 1,349,430 1,349,430 8.29% $ 381,188 254.01% 2200 Fire Protection
602100 Special Department Expense 56,575 56,575 - - 0.00% $ - 0.00% 608185 O.C.F.A. Contract 5,983,230 5,983,230 - - 0.00% $ - 100.00% 2200 Fire Protection Total 6,039,805 6,039,805 - - 0.00% $ - 100.00% 2230 Ambulance Services
608190 Contractual Ambulance Svcs 2,500 2,500 - - 0.00% $ - 100.00% 2230 Ambulance Services Total 2,500 2,500 - - 0.00% $ - 100.00% 2300 Homeless Prevention
501110 Salaries-Regular 44,950 44,950 3,167 3,167 7.05% $ 5,757 -44.99% 502100 Retirement 12,065 12,065 974 974 8.07% $ 1,592 -38.80% 502105 Workers Comp Insurance 820 820 68 68 8.33% $ 101 -32.61% 502110 Health/Life Insurance 6,850 6,850 243 243 3.54% $ 597 -59.33% 502111 Medical In-Lieu Pay - - - - 0.00% $ 159 -100.00% 502115 Unemployment Insurance 75 75 - - 0.00% $ - 100.00% % Change
From Prior
Year
FY 2024/25
Actual*
Public Safety-Wren
July 2025 General Fund Expenditures (8% of year)
FY 2025/26
Amended
Budget
Activity During
July
Year to Date
Actual *
FY 2025/26
Adopted
Budget
FY 2025/26
* = Actual data is reported through June.

Acct. No. Description
% of
Budget
% Change
From Prior
Year
FY 2024/25
Actual*
Public Safety-Wren
July 2025 General Fund Expenditures (8% of year)
FY 2025/26
Amended
Budget
Activity During
July
Year to Date
Actual *
FY 2025/26
Adopted
Budget
FY 2025/26
2300 Homeless Prevention, Continued
502120 Medicare/Fica 620 620 45 45 7.27% $ 85 -47.13%
502125 Leave Disbursals - - - - 0.00% $ - 100.00%
502130 Other Benefits - - - - 0.00% $ 8 -100.00%
612105 Other Benefits 8,565 8,565 714 714 8.33% $ - 100.00% 610230 North SPA Navig Ctr Cost Share 260,575 260,575 - - 0.00% $ - 0.00% 702100 Office Furniture - - - - 0.00% $ - 100.00%
2300 Homeless Prevention Total 334,520 334,520 5,211 5,211 1.56% $ 8,299 -37.21% 2400 Animal Control Services
608170 Animal Control Services 232,640 232,640 - - 0.00% $ 71,472 -100.00% 2400 Animal Control Services Total 232,640 232,640 - - 0.00% $ 71,472 -100.00% 2500 Public Safety-Other
501110 Salaries-Regular 117,610 117,610 7,888.260 7,888 6.71% $ 4,098 92.49% 501115 Salaries-Overtime - - - - 0.00% $ 3,162 -100.00% 502100 Retirement Charges 36,520 36,520 2,941.550 2,942 8.05% $ 1,355 117.02% 502105 Workers Comp Insurance 2,075 2,075 178.670 179 8.61% $ 72 147.71% 502110 Health/Life Insurance 7,220 7,220 224.750 225 3.11% $ 691 -67.47% 502111 Medical In-Lieu Pay 2,100 2,100 116.460 116 5.55% $ 125 -6.52% 502115 Unemployment Insurance 125 125 - - 0.00% $ - 0.00% 502120 Medicare/FICA 1,595 1,595 115.030 115 7.21% $ 106 8.58% 502125 Leave Disbursals - - - - 0.00% $ - 100.00%
502130 Other Benefit Charges - - - - 0.00% $ 6 -100.00% 602100 Special Department Expense 69,700 69,700 2,744.200 2,744 3.94% $ 4,213 -34.87% 602102 Legal Notices - - - - 0.00% $ - 100.00%
602110 Office Expense 1,500 1,500 - - 0.00% $ - 0.00%
602115 Postage 150 150 - - 0.00% $ - 0.00%
602130 Clothing 4,500 4,500 - - 0.00% $ - 0.00%
602135 Safety Equipment - - - - 0.00% $ - 0.00%
602140 Materials and Supplies 500 500 - - 0.00% $ - 100.00% 607100 Membership/Dues 600 600 - - 0.00% $ - 100.00%
607115 Training 500 500 - - 0.00% $ - 0.00%
608100 Contractual Services 4,965 4,965 4,819.000 4,819 97.06% $ 4,819 0.00% * = Actual data is reported through June.

Acct. No. Description
% of
Budget
% Change
From Prior
Year
FY 2024/25
Actual*
Public Safety-Wren
July 2025 General Fund Expenditures (8% of year)
FY 2025/26
Amended
Budget
Activity During
July
Year to Date
Actual *
FY 2025/26
Adopted
Budget
FY 2025/26
2500 Public Safety-Other, Continued
612115 Liability Insurance Charge 95,275 95,275 7,939.580 7,940 8.33% $ 53,806 -85.24% 701105 Equipment-General - - - - 0.00% $ - 100.00%
702100 Office Furniture 500 500 - - 0.00% $ - 100.00%
2500 Public Safety-Other Total 345,435 345,435 26,968 26,968 7.81% $ 72,453 -62.78% 4300 Parking Control
501110 Salaries-Regular 120,450 120,450 8,301 8,301 6.89% $ 4,139 100.56% 501115 Salaries-Overtime 100 100 - - 0.00% $ - 0.00%
501120 Salaries-Part Time 32,365 32,365 704 704 2.18% $ 1,511 -53.38% 502100 Retirement 40,740 40,740 3,216 3,216 7.89% $ 1,454 121.20% 502105 Workers Comp Insurance 2,795 2,795 232 232 8.31% $ 99 133.49% 502110 Health/Life Insurance 14,360 14,360 498 498 3.47% $ 512 -2.71% 502111 Medical In-Lieu Pay 1,500 1,500 61 61 4.04% $ 49 23.53% 502115 Unemployment Insurance 270 270 - - 0.00% $ - 100.00% 502120 Medicare/FICA 2,130 2,130 130 130 6.10% $ 81 60.65% 502125 Leave Disbursals - - - - 0.00% $ - 0.00%
502130 Other Benefit Charges - - - - 0.00% $ 8 -100.00% 602110 Office Expense 14,500 14,500 - - 0.00% $ 571 -100.00% 602115 Postage 300 300 32 32 10.69% $ 14 121.85%
602130 Clothing - - - - 0.00% $ - 0.00%
604100 Communications - - - - 0.00% $ - 100.00%
608100 Contractual Services 213,090 213,090 - - 0.00% $ - 100.00% 608105 Professional Services 43,000 43,000 - - 0.00% $ - 0.00% 611116 Payment to Other Agencies 150,000 150,000 - - 0.00% $ - 100.00% 612105 Vehicle Replacement Charge 13,195 13,195 1,100 1,100 8.33% $ 1,482 -25.79% 4300 Parking Control Total 648,795 648,795 14,273 14,273 2.20% $ 9,919 43.89% 6200 Code Enforcement
501110 Salaries-Regular 481,110 481,110 33,662.700 33,663 7.00% $ 16,603 102.76% 501115 Salaries-Overtime 100 100 - - 0.00% $ - 100.00%
501120 Salaries-Part Time 32,365 32,365 704.110 704 2.18% $ 1,511 -53.39% * = Actual data is reported through June.

Acct. No. Description
% of
Budget
% Change
From Prior
Year
FY 2024/25
Actual*
Public Safety-Wren
July 2025 General Fund Expenditures (8% of year)
FY 2025/26
Amended
Budget
Activity During
July
Year to Date
Actual *
FY 2025/26
Adopted
Budget
FY 2025/26
6200 Code Enforcement, Continued
502100 Retirement 149,705 149,705 11,916.880 11,917 7.96% $ 5,362 122.26% 502105 Workers Comp Insurance 9,355 9,355 780.070 780 8.34% $ 319 144.70% 502110 Health/Life Insurance 70,955 70,955 2,550.210 2,550 3.59% $ 1,940 31.43% 502111 Medical In-Lieu Pay 3,600 3,600 156.990 157 4.36% $ 176 -10.84% 502115 Unemployment Insurance 780 780 - - 0.00% $ - 100.00% 502120 Medicare/FICA 7,120 7,120 493.830 494 6.94% $ 261 89.17% 502125 Leave Disbursals - - - - 0.00% $ - 100.00%
502130 Other Benefit Charges - - - - 0.00% $ 25 -100.00% 602110 Office Expense 2,000 2,000 173.800 174 8.69% $ - 100.00% 602115 Postage 2,500 2,500 180.380 180 7.22% $ 861 -79.05% 602120 Books/Periodicals - - - - 0.00% $ - 0.00%
602160 Code Enforcement Equipment 3,500 3,500 - - 0.00% $ - 0.00% 603105 Equipment Maintenance 1,000 1,000 - - 0.00% $ - 0.00% 607100 Membership/Dues 600 600 - - 0.00% $ - 100.00%
607110 Travel/Conference/Meetings 500 500 - - 0.00% $ - 100.00% 607115 Training 500 500 - - 0.00% $ - 0.00%
608100 Contractual Services - - - - 0.00% $ - 100.00%
608105 Professional Services 9,000 9,000 - - 0.00% $ - 100.00% 612105 Vehicle Replacement Charge 14,040 14,040 1,170.000 1,170 8.33% $ 1,563 -25.16% 702100 Office Furniture 500 500 - - 0.00% $ - 0.00%
6200 Code Enforcement Total 789,230 789,230 51,789 51,789 6.56% $ 28,620 80.96% 101 GENERAL FUND TOTAL $ 24,666,645 $ 24,666,645 $ 1,447,671 $ 1,447,671 5.87% $ 571,952 153.11% * = Actual data is reported through June.

Acct. No. Description
% of
Budget
% Change
From Prior
Year
FY 2024/25
Actual*
Public Safety-Wren
July 2025 General Fund Expenditures (8% of year)
FY 2025/26
Amended
Budget
Activity During
July
Year to Date
Actual *
FY 2025/26
Adopted
Budget
FY 2025/26
102 General Fund (Transactions & Use Tax)
2100 Law Enforcement
608160 O.C.S.D. Contract - - - - 0.00% $ 798,211 -100.00% 2100 Law Enforcement Total - - - - 0.00% $ 798,211 -100.00% 2200 Fire Protection
608185 O.C.F.A. Contract - - - - 0.00% $ - 100.00%
2200 Fire Protection Total - - - - 0.00% $ - 100.00%
102 TRANSACTIONS AND USE TAX TOTAL $ - $ - $ - $ - 0.00% $ 798,211 -100.00% TOTAL PUBLIC SAFETY $ 24,666,645 $ 24,666,645 $ 1,447,671 $ 1,447,671 5.87% $ 1,370,163 5.66% * = Actual data is reported through June.

Acct. No. Description % of Budget
FY 2024/25
Actual*
101 General Fund
3000 Public Works Administration
501110 Salaries-Regular $ 371,260 $ 371,260 $ 25,084 $ 25,084 6.76% $ 14,477 73.27% 501120 Salaries-Part Time 19,645 19,645 2,009 2,009 10.23% 528 280.31% 502100 Retirement Charges 101,825 101,825 8,246 8,246 8.10% 4,268 93.21% 502105 Workers Comp Insurance 7,030 7,030 594 594 8.45% 264 124.87% 502110 Health/Life Insurance 52,605 52,605 1,807 1,807 3.43% 2,439 -25.92% 502111 Medical In-Lieu Pay 350 350 - - 0.00% - 100.00%
502115 Unemployment Insurance 575 575 - - 0.00% - 100.00% 502120 Medicare/FICA 5,305 5,305 389 389 7.32% 209 85.57% 502125 Leave Disbursals - - - - 0.00% - 100.00%
502130 Other Benefit Charges - - - - 0.00% 20 -100.00%
602110 Office Expense 1,500 1,500 - - 0.00% - 100.00%
602115 Postage 200 200 - - 0.00% 1 -100.00%
602120 Books/Periodicals 200 200 - - 0.00% - 100.00%
607100 Membership/Dues 1,250 1,250 483 483 38.60% - 100.00% 607110 Travel/Conference/Meetings 3,450 3,450 - - 0.00% - 100.00% 607115 Training 1,000 1,000 - - 0.00% - 100.00%
612105 Vehicle Replacement Charge - - - - 0.00% - 100.00% 612115 Liability Insurance Charge 83,880 83,880 6,990 6,990 8.33% 53,543 -86.95% 3000 Public Works Administration Total 650,075 650,075 45,600 45,600 7.01% 75,751 -39.80% 3100 Engineering
501110 Salaries-Regular 156,835 156,835 14,201 14,201 9.06% 4,682 203.31% 501115 Salaries-Overtime 1,000 1,000 - - 0.00% - 100.00% 501120 Salaries-Part Time - - - - 0.00% - 100.00%
502100 Retirement 44,265 44,265 3,437 3,437 7.76% 1,323 159.72% 502105 Workers Comp Insurance 2,940 2,940 238 238 8.10% 82 189.12% 502110 Health/Life Insurance 15,975 15,975 503 503 3.15% 559 -10.05% % Change
From Prior
Year
Public Works-Rangel
July 2025 General Fund Expenditures (8% of year)
FY 2025/26
Amended
Budget
Activity
During July
Year to Date
Actual *
FY 2025/26
Adopted
Budget
FY 2025/26
* = Actual data is reported through June.

Acct. No. Description % of Budget
FY 2024/25
Actual*
% Change
From Prior
Year
Public Works-Rangel
July 2025 General Fund Expenditures (8% of year)
FY 2025/26
Amended
Budget
Activity
During July
Year to Date
Actual *
FY 2025/26
Adopted
Budget
FY 2025/26
3100 Engineering, Continued
502111 Medical In-Lieu Pay - - 34 34 0.00% 58 -41.94%
502115 Unemployment Insurance 170 170 - - 0.00% - 100.00% 502120 Medicare/FICA 2,260 2,260 209 209 9.25% 69 204.09% 502125 Leave Disbursals - - 178 178 0.00% - 100.00%
502130 Other Benefit Charges - - - - 0.00% 6 -100.00%
602130 Clothing 1,000 1,000 - - 0.00% - 100.00%
602140 Materials & Supplies 1,000 1,000 - - 0.00% - 100.00% 608110 Engineering Services 119,500 119,500 - - 0.00% - 100.00% 608115 Inspection Services 10,000 10,000 - - 0.00% - 100.00% 608120 Plan Checking Services 10,000 10,000 - - 0.00% - 100.00% 612105 Vehicle Replacement Charge 12,635 12,635 1,053 1,053 8.33% 1,220 -13.72% 3100 Engineering Total 377,580 377,580 19,853 19,853 5.26% 8,000 148.16% 3200 Public Facilities
501110 Salaries-Regular 62,430 62,430 5,880 5,880 9.42% 2,627 123.80% 501115 Salaries-Overtime 2,000 2,000 281 281 14.06% - 100.00% 502100 Retirement 16,800 16,800 1,454 1,454 8.65% 724 100.82% 502105 Workers Comp Insurance 1,135 1,135 95 95 8.36% 46 105.10% 502110 Health/Life Insurance 9,625 9,625 541 541 5.62% 380 42.38% 502111 Medical In-Lieu Pay 1,260 1,260 55 55 4.38% 58 -5.55% 502115 Unemployment Insurance 145 145 - - 0.00% - 100.00% 502120 Medicare/FICA 885 885 89 89 10.07% 39 130.58%
502125 Leave Disbursals - - - - 0.00% - 100.00%
502130 Other Benefit Charges - - - - 0.00% 4 -100.00%
602100 Special Dept Expense - - - - 0.00% - 100.00%
602110 Office Expense 5,000 5,000 - - 0.00% - 100.00%
602125 Small Tools - - - - 0.00% - 100.00%
602130 Clothing 8,000 8,000 - - 0.00% - 100.00%
602135 Safety Equipment 500 500 - - 0.00% - 100.00%
602140 Materials & Supplies 9,000 9,000 44 44 0.48% 52 -16.63% * = Actual data is reported through June.

Acct. No. Description % of Budget
FY 2024/25
Actual*
% Change
From Prior
Year
Public Works-Rangel
July 2025 General Fund Expenditures (8% of year)
FY 2025/26
Amended
Budget
Activity
During July
Year to Date
Actual *
FY 2025/26
Adopted
Budget
FY 2025/26
3200 Public Facilities, Continued
603105 Equipment Maintenance 12,000 12,000 - - 0.00% - 0.00% 603110 Building Maintenance 130,250 130,250 860 860 0.66% - 100.00% 604100 Communications 1,000 1,000 80 80 7.99% 80 -0.10% 604105 Utilities 238,000 238,000 906 906 0.38% 909 -0.35% 607115 Training - - - - 0.00% - 100.00%
608100 Contractual Services 185,750 185,750 - - 0.00% 8,593 -100.00% 611110 O.C. Sanitation District User Fee 14,700 14,700 - - 0.00% - 100.00% 612105 Vehicle Replacement Charge 7,595 7,595 633 633 8.33% 733 -13.69% 701105 Equipment-General - - - - 0.00% - 100.00%
704100 Facility Improvements - - - - 0.00% - 100.00%
3200 Public Facilities Total 706,075 706,075 10,918 10,918 1.55% 14,246 -23.36% 3300 Crossing Guard
608175 Crossing Guard Services 69,080 69,080 (1,679) (1,679) -2.43% 1,011 -266.07% 3300 Crossing Guard Total 69,080 69,080 (1,679) (1,679) -2.43% 1,011 -266.07% 3400 Parks Maintenance
501110 Salaries-Regular 105,835 105,835 5,755 5,755 5.44% 4,472 28.68% 501115 Salaries-Overtime 3,000 3,000 - - 0.00% - 100.00% 502100 Retirement 28,830 28,830 2,139 2,139 7.42% 1,231 73.72% 502105 Workers Comp Insurance 1,945 1,945 161 161 8.27% 79 104.27% 502110 Health/Life Insurance 16,500 16,500 444 444 2.69% 548 -19.03% 502111 Medical In-Lieu Pay 2,100 2,100 90 90 4.29% 93 -3.48% 502115 Unemployment Insurance 250 250 - - 0.00% - 100.00% 502120 Medicare/Fica 1,510 1,510 84 84 5.55% 66 27.91%
502125 Leave Disbursals - - - - 0.00% - 100.00%
502130 Other Benefit Charges - - - - 0.00% 6 -100.00%
602100 Special Dept Expense 7,400 7,400 - - 0.00% 117 -100.00% 603105 Equipment Maintenance 25,000 25,000 - - 0.00% 80 -100.00% 604105 Utilities 250,000 250,000 7,335 7,335 2.93% 767 855.80% 605100 Land Lease 35,290 35,290 2,575 2,575 7.30% 3,805 -32.32% * = Actual data is reported through June.

Acct. No. Description % of Budget
FY 2024/25
Actual*
% Change
From Prior
Year
Public Works-Rangel
July 2025 General Fund Expenditures (8% of year)
FY 2025/26
Amended
Budget
Activity
During July
Year to Date
Actual *
FY 2025/26
Adopted
Budget
FY 2025/26
3400 Parks Maintenance, Continued
608100 Contractual Services 389,500 389,955 985 985 0.25% - 100.00% 612105 Vehicle Replacement Charge 11,045 11,045 920 920 8.33% 1,067 -13.71% 750103 Stanton Central Park Improvements - - - - 0.00% - 100.00% 3400 Parks Maintenance Total 878,205 878,660 20,487 20,487 2.33% 12,331 66.15% 3500 Street Maintenance
501110 Salaries-Regular 106,110 106,110 7,202 7,202 6.79% 3,114 131.29% 501115 Salaries-Overtime 3,500 3,500 - - 0.00% 124 -100.00% 502100 Retirement 28,030 28,030 2,259 2,259 8.06% 857 163.47% 502105 Workers Comp Insurance 1,890 1,890 161 161 8.53% 55 194.16% 502110 Health/Life Insurance 13,880 13,880 514 514 3.70% 344 49.49% 502111 Medical In-Lieu Pay 2,100 2,100 90 90 4.29% 93 -3.49% 502115 Unemployment Insurance 220 220 - - 0.00% - 100.00% 502120 Medicare/FICA 1,475 1,475 105 105 7.11% 48 118.76% 502125 Leave Disbursals - - - - 0.00% - 100.00%
502130 Other Benefit Charges - - - - 0.00% 4 -100.00%
602125 Small Tools 2,000 2,000 - - 0.00% - 100.00%
602140 Materials & Supplies 40,000 40,000 - - 0.00% 4,188 -100.00% 603105 Equipment Maintenance - - - - 0.00% - 100.00%
608100 Contractual Services 203,750 203,750 - - 0.00% 12,052 -100.00% 612105 Vehicle Replacement Charge - - - - 0.00% - 100.00% 710125 Citywide Sidewalk Repair 5,000 5,000 - - 0.00% - 100.00% 710190 Pavement Maintenance 10,000 10,000 - - 0.00% - 100.00% 3500 Street Maintenance Total 417,955 417,955 10,330 10,330 2.47% 20,879 -50.52% 3600 Storm Drain Maintenance
501115 Salaries-Overtime - - - - 0.00% - 100.00%
502120 Medicare/FICA - - - - 0.00% - 100.00%
602140 Materials & Supplies - - - - 0.00% - 100.00%
603100 Emergency Maintenance Services 10,000 10,000 - - 0.00% - 100.00% 608100 Contractual Services - - - 0.00% - 100.00%
608155 Storm Water Monitor Program 198,000 198,000 - - 0.00% - 100.00% 3600 Storm Drain Maintenance Total 208,000 208,000 - - 0.00% - 100.00% * = Actual data is reported through June.

Acct. No. Description % of Budget
FY 2024/25
Actual*
% Change
From Prior
Year
Public Works-Rangel
July 2025 General Fund Expenditures (8% of year)
FY 2025/26
Amended
Budget
Activity
During July
Year to Date
Actual *
FY 2025/26
Adopted
Budget
FY 2025/26
6300 Graffiti Abatement
501110 Salaries-Regular 48,045 48,045 2,906 2,906 6.05% 1,049 176.89% 501115 Salaries-Overtime 9,000 9,000 809 809 8.98% 325 148.70% 502100 Retirement Charges 11,670 11,670 995 995 8.52% 290 243.49% 502105 Workers Comp Insurance 785 785 73 73 9.30% 18 295.18% 502110 Health/Life Insurance 1,735 1,735 232 232 13.40% 66 251.82% 502111 Medical In-Lieu Pay 2,100 2,100 88 88 4.17% 88 0.01% 502115 Unemployment Insurance 90 90 - - 0.00% - 100.00% 502120 Medicare/FICA 620 620 55 55 8.81% 21 157.69%
502125 Leave Disbursals - - - - 0.00% - 100.00%
502130 Other Benefit Charges - - - - 0.00% 1 -100.00%
602140 Materials & Supplies 25,000 25,000 650 650 2.60% 204 218.06% 603105 Equipment Maintenance 5,000 5,000 - - 0.00% 1,212 -100.00% 612105 Vehicle Replacement Charge 14,840 14,840 1,237 1,237 8.33% 1,433 -13.72% 6300 Graffiti Abatement Total 118,885 118,885 7,043 7,043 5.92% 4,708 49.60% TOTAL PUBLIC WORKS $ 3,425,855 $ 3,426,310 $ 112,553 $ 112,553 3.28% $ 136,926 -17.80% * = Actual data is reported through June.

Acct. No. Description
% of
Budget
FY 2024/25
Actual*
101 General Fund
4000 Community Development Administration
501110 Salaries-Regular $ 276,190 $ 276,190 $ 18,648 $ 18,648 6.75% $ 9,566 94.94% 501115 Salaries-Overtime - - 109 109 0.00% - 100.00%
502100 Retirement Charges 78,485 78,485 6,324 6,324 8.06% 2,858 121.25% 502105 Workers Comp Insurance 4,925 4,925 420 420 8.52% 168 149.22% 502110 Health/Life Insurance 14,095 14,095 482 482 3.42% 500 -3.47% 502111 Medical In-Lieu Pay 4,200 4,200 175 175 4.17% 204 -14.10% 502115 Unemployment Insurance 280 280 - - 0.00% - 0.00% 502120 Medicare/FICA 3,775 3,775 270 270 7.14% 139 94.65% 502125 Leave Disbursals - - - - 0.00% - 100.00%
502130 Other Benefit Charges - - - - 0.00% 13 -100.00%
602110 Office Expense 2,500 2,500 - - 0.00% - 100.00%
602120 Books/Periodicals 1,200 1,200 - - 0.00% - 0.00%
607100 Membership/Dues 1,600 1,600 - - 0.00% - 0.00%
607110 Travel/Conference/Meetings - - - - 0.00% - 100.00% 607115 Training 1,200 1,200 - - 0.00% - 0.00%
612105 Vehicle Replacement Charge 335 335 28 28 8.33% 32 -12.97% 612115 Liability Insurance Charge 69,950 69,950 5,829 5,829 8.33% 43,541 -86.61% 702100 Office Furniture - - - - 0.00% - 0.00%
4000 Community Development Administration Total 458,735 458,735 32,284 32,284 7.04% $ 57,021 -43.38% 4100 Planning
501110 Salaries-Regular 382,550 382,550 20,793 20,793 5.44% 9,701 114.35% 501115 Salaries-Overtime 1,200 1,200 57 57 4.79% 55 4.86% 501125 Salaries-Appointed 9,000 9,000 692 692 7.69% 346 100.00% 502100 Retirement 108,645 108,645 7,803 7,803 7.18% 2,682 190.96% 502105 Workers Comp Insurance 7,140 7,140 581 581 8.14% 171 240.40% 502110 Health/Life Insurance 68,580 68,580 962 962 1.40% 1,412 -31.85% 502115 Unemployment Insurance 590 590 - - 0.00% 47 -100.00% 502120 Medicare/FICA 5,645 5,645 315 315 5.58% 147 113.76% 502111 Medical In-Lieu Pay - - 198 198 0.00% 100 97.05% Community Development-Landavazo
July 2025 General Fund Expenditures (8% of year)
FY 2025/26
Amended
Budget
Activity
During July
Year to Date
Actual *
% Change
From Prior
Year
FY 2025/26
Adopted
Budget
FY 2025/26
* = Actual data is reported through June.

Acct. No. Description
% of
Budget
FY 2024/25
Actual*
Community Development-Landavazo
July 2025 General Fund Expenditures (8% of year)
FY 2025/26
Amended
Budget
Activity
During July
Year to Date
Actual *
% Change
From Prior
Year
FY 2025/26
Adopted
Budget
FY 2025/26
4100 Planning, Continued
502130 Other Benefit Charges - - - - 0.00% 13 -100.00%
502125 Leave Disbursals - - - - 0.00% - 100.00%
602102 Legal Notices 10,000 10,000 - - 0.00% - 100.00%
602110 Office Expense - - - - 0.00% - 0.00%
602115 Postage 700 700 106 106 15.11% (322) -132.83%
602120 Books/Periodicals - - - - 0.00% - 0.00%
602140 Materials & Supplies - - - - 0.00% - 0.00%
607100 Membership/Dues 1,200 1,200 175 175 14.58% - 100.00% 607110 Travel/Conference/Meetings 8,200 8,200 - - 0.00% - 100.00% 607115 Training 1,050 1,050 - - 0.00% - 100.00%
608105 Professional Services - - - - 0.00% - 0.00%
608130 Temporary Help - - - - 0.00% - 100.00%
612105 Vehicle Replacement Charge 1,000 1,000 83 83 8.33% 97 -13.80% 4100 Planning Total 605,500 605,500 31,767 31,767 5.25% 14,449 119.86% 4200 Building Regulation
501110 Salaries-Regular 64,830 64,830 4,588 4,588 7.08% 2,252 103.76% 501115 Salaries-Overtime - - - - 0.00% - 100.00%
502100 Retirement 19,395 19,395 1,407 1,407 7.25% 623 125.97% 502105 Workers Comp Insurance 1,225 1,225 98 98 8.04% 40 148.52% 502110 Health/Life Insurance 27,140 27,140 746 746 2.75% 55 1267.12% 502111 Medical In-Lieu Pay - - (175) (175) 0.00% 175 -200.00% 502115 Unemployment Insurance 145 145 - - 0.00% - 0.00% 502120 Medicare/FICA 925 925 60 60 6.53% 35 71.58%
502125 Leave Disbursals - - - - 0.00% - 0.00%
502130 Other Benefit Charges - - - - 0.00% 3 -100.00%
602110 Office Expense - - - - 0.00% - 0.00%
602115 Postage 200 200 11 11 5.52% 14 -20.00%
602120 Books/Periodicals 1,700 1,700 - - 0.00% - 100.00% 607100 Membership/Dues 1,200 1,200 - - 0.00% - 0.00%
607110 Travel/Conference/Meetings 500 500 - - 0.00% - 0.00% 607115 Training 1,000 1,000 - - 0.00% - 100.00%
* = Actual data is reported through June.

Acct. No. Description
% of
Budget
FY 2024/25
Actual*
Community Development-Landavazo
July 2025 General Fund Expenditures (8% of year)
FY 2025/26
Amended
Budget
Activity
During July
Year to Date
Actual *
% Change
From Prior
Year
FY 2025/26
Adopted
Budget
FY 2025/26
4200 Building Regulation, Continued
608105 Professional Services 50,000 50,000 - - 0.00% - 100.00% 608115 Inspection Services 266,400 266,400 - - 0.00% - 100.00% 608120 Plan Checking Services 110,000 110,000 - - 0.00% - 100.00% 608130 Temporary Help - - - - 0.00% - 0.00%
611116 Payment to Other Agencies 2,250 2,250 - - 0.00% - 100.00% 612105 Vehicle Replacement Charge 335 335 28 28 8.33% 32 -12.97% 4200 Building Regulation Total 547,245 547,245 6,764 6,764 1.24% 3,228 109.57% 4400 Economic Development
501110 Salaries-Regular - - - - 0.00% - 0.00%
501115 Salaries-Overtime - - - - 0.00% - 0.00%
502100 Retirement Charges - - - - 0.00% - 0.00%
502105 Workers Comp Insurance - - - - 0.00% - 0.00%
502110 Health/Life Insurance - - - - 0.00% - 0.00%
502115 Unemployment Insurance - - - - 0.00% - 0.00%
502120 Medicare/FICA - - - - 0.00% - 0.00%
502130 Other Benefit Charges - - - - 0.00% - 0.00%
607100 Membership/Dues - - - - 0.00% - 100.00%
607110 Travel/Conference/Meetings 1,500 1,500 - - 0.00% - 0.00% 607115 Training 1,000 1,000 - - 0.00% - 0.00%
608100 Contractual Services 3,000 3,000 - - 0.00% - 0.00% 609100 Special Events 5,000 5,000 - - 0.00% - 0.00%
612105 Vehicle Replacement Charge - - - - 0.00% 32 -100.00% 4400 Economic Development Total 10,500 10,500 - - 0.00% 32 -100.00% 101 GENERAL FUND TOTAL $ 1,621,980 $ 1,621,980 $ 70,815 $ 70,815 4.37% $ 74,729 -5.24% TOTAL COMMUNITY DEVELOPMENT $ 1,621,980 $ 1,621,980 $ 70,815 $ 70,815 4.37% $ 74,729 -5.24% * = Actual data is reported through June.

Acct. No. Description
% of
Budget
101 General Fund
5000 Public Information Office
501110 Salaries-Regular $ 97,565 $ 97,565 $ 3,572 $ 3,572 3.66% $ 2,280 56.62% 502100 Retirement Charges 27,220 27,220 1,854 1,854 6.81% 630 194.00% 502105 Workers Comp Insurance 1,820 1,820 148 148 8.14% 40 269.26% 502110 Health/Life Insurance 4,190 4,190 120 120 2.86% 131 -8.81% 502111 Medical In-Lieu Pay 4,200 4,200 - - 0.00% 175 -100.00% 502115 Unemployment Insurance 185 185 23 23 12.60% 22 3.83% 502120 Medicare/FICA 1,460 1,460 52 52 3.55% 36 45.49%
502125 Leave Disbursals - - - - 0.00% - 100.00%
502130 Other Benefit Charges - - (70) (70) 0.00% (76) -8.22% 602100 Special Dept Expense 2,500 20,382 - - 0.00% - 0.00% 602113 Social Media 2,500 2,500 - - 0.00% 4 100.00%
607100 Membership/Dues 300 300 - - 0.00% - 0.00%
607115 Training - - - - 0.00% - 100.00%
608105 Professional Services - - - - 0.00% - 0.00%
5000 Public Information Office 141,940 159,822 5,698 5,698 3.57% 3,243 75.70% 5100 Community Services Administration
501110 Salaries-Regular 406,245 406,245 27,607 27,607 6.80% 13,782 100.32% 501115 Salaries-Overtime - - 27 27 0.00% - 100.00%
501120 Salaries-Part Time - - 1,783 1,783 0.00% - 100.00% 502100 Retirement 120,690 120,690 9,658 9,658 8.00% 4,292 125.01% 502105 Workers Comp Insurance 7,285 7,285 617 617 8.47% 243 154.45% 502110 Health/Life Insurance 38,890 38,890 1,337 1,337 3.44% 1,467 -8.85% 502111 Medical In-Lieu Pay 6,000 6,000 250 250 4.17% 250 0.00% 502115 Unemployment Insurance 405 405 1 1 0.27% - 0.00% 502120 Medicare/FICA 5,580 5,580 424 424 7.60% 197 115.13% 502125 Leave Disbursals - - - - 0.00% - 100.00%
502130 Other Benefit Charges - - - - 0.00% 19 -100.00%
Community Service - Bobadilla
July 2025 General Fund Expenditures (8% of year)
FY 2025/26
Amended
Budget
Activity During
July
Year to Date
Actual *
FY 2024/25
Actual*
FY 2025/26
Adopted
Budget
FY 2025/26
% Change
From Prior
Year
* = Actual data is reported through June.

Acct. No. Description
% of
Budget
Community Service - Bobadilla
July 2025 General Fund Expenditures (8% of year)
FY 2025/26
Amended
Budget
Activity During
July
Year to Date
Actual *
FY 2024/25
Actual*
FY 2025/26
Adopted
Budget
FY 2025/26
% Change
From Prior
Year
5100 Community Services Administration, Continued
602100 Special Dept Expense 4,725 4,725 917 917 19.42% 769 19.24% 602110 Office Expense 4,000 4,000 - - 0.00% - 0.00%
602115 Postage 1,000 1,000 - - 0.00% 2 100.00%
607100 Membership/Dues 550 550 - - 0.00% - 0.00%
607110 Travel/Conference/Meetings - - 150 150 0.00% - 0.00% 607115 Training 6,650 6,650 (150) (150) -2.26% - 0.00%
603110 Building Maintenance 10,600 10,600 - - 0.00% - 0.00% 609100 Special Events 100,300 100,800 (440) (440) -0.44% - 0.00% 612105 Vehicle Replacement Charge 13,585 13,585 1,132 1,132 8.33% 1,248 -9.31% 612115 Liability Insurance Charge 108,060 108,060 9,005 9,005 8.33% 72,280 -87.54% 5100 Community Services Administration Total 834,565 835,065 52,319 52,319 6.27% 94,549 -44.66% 5200 Community Center Operations
501110 Salaries-Regular 77,170 77,170 1,419 1,419 1.84% 2,611 -45.66% 501115 Salaries-Overtime - - - - 0.00% - 100.00%
501120 Salaries-Part Time 26,360 26,360 493 493 1.87% 2,366 -79.17% 502100 Retirement 26,000 26,000 1,451 1,451 5.58% 861 68.54% 502105 Workers Comp Insurance 1,895 1,895 157 157 8.30% 88 79.55% 502110 Health/Life Insurance 13,855 13,855 - - 0.00% 511 -100.00% 502111 Medical In-Lieu Pay 540 540 46 46 8.55% 69 -33.33% 502115 Unemployment Insurance 280 280 30 30 10.64% - 100.00% 502120 Medicare/FICA 1,490 1,490 28 28 1.90% 72 -60.51% 502125 Leave Disbursals - - - - 0.00% - 0.00%
502130 Other Benefit Charges - - - - 0.00% 7 -100.00%
602100 Special Dept Expense 3,500 3,500 - - 0.00% - 100.00% 602110 Office Expense 1,000 1,000 - - 0.00% - 0.00%
603110 Building Maintenance 2,900 2,900 - - 0.00% - 100.00% 608105 Professional Services - - - - 0.00% - 100.00%
612105 Vehicle Replacement Charge - - - - 0.00% - 100.00% 702100 Furniture-Office - - - - 0.00% - 0.00%
5200 Community Center Operations 154,990 154,990 3,624 3,624 2.34% 6,585 -44.96% * = Actual data is reported through June.

Acct. No. Description
% of
Budget
Community Service - Bobadilla
July 2025 General Fund Expenditures (8% of year)
FY 2025/26
Amended
Budget
Activity During
July
Year to Date
Actual *
FY 2024/25
Actual*
FY 2025/26
Adopted
Budget
FY 2025/26
% Change
From Prior
Year
5300 Park Operations
501110 Salaries-Regular 74,110 74,110 5,227 5,227 7.05% 2,533 106.36% 501115 Salaries-Overtime - - - - 0.00% 48 -100.00%
501120 Salaries-Part Time 197,605 197,605 14,947 14,947 7.56% 6,885 117.10% 502100 Retirement 20,060 20,060 1,623 1,623 8.09% 700 131.71% 502105 Workers Comp Insurance 5,100 5,100 413 413 8.09% 166 149.03% 502110 Health/Life Insurance 15,400 15,400 480 480 3.12% 510 -5.85% 502111 Medical In-Lieu Pay 5,440 5,440 277 277 5.09% 69 300.00% 502115 Unemployment Insurance 1,530 1,530 41 41 2.68% 57 -28.48% 502120 Medicare/FICA 3,950 3,950 298 298 7.55% 138 115.60% 502125 Leave Disbursals - - 101 101 0.00% - 100.00%
502130 Other Benefit Charges - - - - 0.00% 13 -100.00%
602100 Special Dept Expense 4,000 4,000 (43) (43) -1.09% - 100.00% 602110 Office Expense 3,000 3,000 43 43 1.45% - 100.00% 702100 Office Furniture - - - - 0.00% - 0.00%
5300 Park Operations 330,195 330,195 23,407 23,407 7.09% 11,119 110.52% 5400 Senior Citizens Programs
501110 Salaries-Regular - - - - 0.00% - 0.00%
501115 Salaries-Overtime - - - - 0.00% - 0.00%
501120 Salaries-Part Time 66,135 66,135 4,264 4,264 6.45% 2,652 60.80% 502100 Retirement - - - - 0.00% - 100.00%
502105 Workers Comp Insurance 1,245 1,245 100 100 8.07% 47 115.28% 502110 Health/Life Insurance 605 605 - - 0.00% - 0.00%
502111 Medical In-Lieu Pay 735 735 46 46 6.28% 69 -33.33% 502115 Unemployment Insurance 375 375 - - 0.00% - 0.00% 502120 Medicare/FICA 945 945 62 62 6.61% 39 58.42%
502125 Leave Disbursals - - - - 0.00% - 100.00%
502130 Other Benefit Charges - - - - 0.00% 4 100.00%
602100 Special Dept Expense - - - - 0.00% - 0.00%
609200 Senior Citizen Program 1,500 1,500 13 13 0.84% - 0.00% 701105 Equipment-General - - - - 0.00% - 0.00%
5400 Senior Citizens Programs 71,540 71,540 4,485 4,485 6.27% 2,811 59.59% * = Actual data is reported through June.

Acct. No.

Description % of
Budget
101 General Fund
1600 Non-Departmental
800104 Transfer To Public Benefit Fee Fund $ - $ - $ - $ - 0.00% $ - 100.00% 800105 Transfer To Beautification Fee Fund - - - - 0.00% - 100.00% 800106 Transfer To Neighborhood Preservation Fee Fund - - - - 0.00% - 100.00% 800250 Transfer to FACT Grant 144,500 144,500 - - 0.00% - 0.00% 800251 Transfer to Senior Transportation Fund 2,580 2,580 - - 0.00% - 100.00% 800280 Transfer to SCP Maintenance Fund - - - - 0.00% 9,065 -100.00% 800305 Transfer to Capital Projects Fund 211,245 660,148 - - 0.00% - 100.00% 101 GENERAL FUND TOTAL $ 358,325 $ 807,228 $ - $ - 0.00% $ 9,065 -100.00% TOTAL TRANSFERS OUT $ 358,325 $ 807,228 $ - $ - 0.00% $ 9,065 -100.00% Transfers to Other Funds-Del Rosario
July 2025 General Fund Expenditures (8% of year)
FY 2025/26
Amended
Budget
Activity During
July
Year to Date
Actual *
% Change
From Prior
Year
FY 2024/25
Actual*
FY 2025/26
Adopted
Budget
FY 2025/26
* = Actual data is reported through June.

Fiscal Year Projected
2025/26 Ending
Increase Balance
(Decrease) Adjustments 7/31/2025

GENERAL FUNDS
General Funds (101 & 102)
Unassigned $ 20,863,456 $ 464,627 $ (1,912,119) $ 27,094 $ - $ (1,420,399) - $ 19,443,058 Unassigned - Transfer In/Out to GF Reserves/Assigned $ 1,511,856 $ 1,973,669 $ (730,000) $ 1,243,669 $ 2,755,525 Non-Spendable - Prepaid Items 43,590 - - - 43,590
Non-Spendable - Receivables 1,698,996 - - - 1,698,996
Unassigned - Economic Uncertainty (1) 6,600,000 500,000 500,000 - 7,100,000 Reserve - Emergency Disaster Continuity (1) 3,300,000 200,000 200,000 - 3,500,000 Reserve - Capital Improvement (1) 5,000,000 - - 5,000,000 Reserve -Equipment and Maintenance (1) 150,000 - - 150,000 Reserve -Technology Equipment (1) 150,000 - - 150,000
Assigned - General Plan Maintenance Surcharge (2) 30,000 30,000 - 30,000 - 60,000 Assigned for Special Projects (3) 2,796,115 (1,973,669) (1,973,669) - 822,446 Total General Fund - Budget Presentation 42,144,013 464,627 (1,912,119) 2,730,763 (2,703,669) (1,420,399) - 40,723,615 Unassigned - PCTA - Adminisration $ (12,032) - - - (12,032) Reserve - Other public benefit projects fund 104 (4) $ 1,792,715 - - - - 1,792,715 Reserve - Beautification projects fund 105 (4) $ 240,000 - - - - - 240,000 Reserve - Neighborhood Preservation projects fund 106 (4) $ 114,000 - - - - 114,000 Reserve - Cannabis Community Benefit Fee $ 272,197 28,750 (3,898) 24,852 297,049 Unassigned - Developer Deposits $ 57,067 - - - 57,067
Total General Fund - ACFR Presentation $ 44,607,960 $ 493,377 $ (1,916,017) $ 2,730,763 $ (2,703,669) $ (1,395,547) $ - $ 43,212,413 Notes:
(1) - Per City Council Reserve Policy adopted annually. (2) - This user fee was established to fund the update to the City's General Plan. (3) - Assigned by City Council on June 13, 2023.
(4) - Effective May 31, 2025 these reserves are included to align with the General Fund persentation in the ACFR.

Note - the projected fund balance includes year to date actuals and incorporates the cur rent budget (A) - Projected balances based on prior year-end close (pending final audit)

CITY OF STANTON

GENERAL FUND

DISCRETIONARY FUND BALANCE
Projected
Beginning
Balance
7/1/2025 (A) Revenues Expenditures
Transfers
In Transfers Out
S:\Admin Srvs\Monthly Financials\To City Council\FY 25-26\01 - Jul\Jul 2025 Rev-Exp as of 2025.10.05 Attachment: C
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Account No. Description
FY 2025/26
Adopted
Budget
FY 2025/26
Amended
Budget
Activity During
July
Year to Date
Actual * % of Budget
FY 2023/24
Actual *
% Change
From Prior
Year

REVENUES
435100 Interest Earned $ 250,000 $ 250,000 $ 46 46 0.02% - 0.00% 435110 Unrealized Gains/Losses - - 102 102 0.00% 1,461 -93.04% 435200 Interest Earned - - - - 0.00% - 0.00%
436115 Property Rental - - - - 0.00% - 0.00%
436140 Tina Wy/Pacific Ave Property R 330,000 330,000 28,019 28,019 8.49% 48,810 -42.60% 437135 Expense Reimbursement - - - - 0.00% - 0.00%
437145 Sale Of Assets - - - - 0.00% - 0.00%
437195 Other Revenue - - - - 0.00% - 0.00%
439101 Transfer from General Fund - - - - 0.00% - 0.00% 439712 Trnsfr from Redev Obli Retire - - - - 0.00% - 0.00% 439720 Transfer from Low-Mod Housing - - - - 0.00% - 0.00% 439721 Transfer from Hsg Successor - - - - 0.00% - 0.00% 439740 Transfer from RDA Projects - - - - 0.00% - 0.00% 439741 Transfer from Stanton as Succ - - - - 0.00% - 0.00% 439801 Transfer From Exp Deposits - - - - 0.00% - 0.00% TOTAL REVENUES $ 580,000 $ 580,000 $ 28,167 $ 28,167 4.86% $ 50,271 -43.97%

EXPENDITURES AND OTHER USES
Salaries and Benefits
501110 Salaries-Regular 197,440 197,440 13,444 13,444 6.81% 4,181 221.58% 501115 Salaries-Overtime - - - - 0.00% - 100.00%
501120 Salaries-Part-Time 1,820 1,820 117 117 6.43% - 100.00% 502100 Retirement 54,155 54,155 4,382 4,382 8.09% 1,230 256.38% 502105 Workers' Compensation 3,555 3,555 303 303 8.52% 74 311.35% 502110 Health/Life Insurance 27,595 27,595 480 480 1.74% 413 16.17% 502111 Medical in Lieu 4,225 4,225 186 186 4.41% 26 606.37% 502115 Unemployment Insurance 250 250 2 2 0.89% 3 -30.63% 502120 Medicare/FICA 2,775 2,775 197 197 7.10% 59 236.47% 502125 Leave Disbursals - - - - 0.00% - 0.00%
502130 Other Benefits - - - - 0.00% 6 -100.00%
Total-Salaries and Benefits 291,815 291,815 19,111 19,111 6.55% 5,991 219.00% HOUSING AUTHORITY FUND (#285)
July 2025 Revenues and Expenditures (8% of Year)
FY 2025/26
Attachment: D
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Account No. Description
FY 2025/26
Adopted
Budget
FY 2025/26
Amended
Budget
Activity During
July
Year to Date
Actual * % of Budget
FY 2023/24
Actual *
% Change
From Prior
Year
HOUSING AUTHORITY FUND (#285)
July 2025 Revenues and Expenditures (8% of Year)
FY 2025/26
Maintenance and Operations
602100 Special Dept Expense 500 $ 500 $ - - 0.00% - 0.00% 602115 Postage 500 500 9.640 10 1.93% - 0.00%
602130 Clothing 2,500 2,500 - - 0.00% - 0.00%
602140 Materials and Supplies 2,500 2,500 - - 0.00% - 0.00% 603110 Building Maintenance - - - - 0.00% - 0.00%
604105 Utilities 50,000 50,000 148 148 0.30% 279 -46.97% 607100 Membership Dues - - - - 0.00% - 0.00%
607110 Travel/Conference/Meetings 1,500 1,500 - - 0.00% - 0.00% 607115 Training 2,000 2,000 - - 0.00% - 0.00%
608100 Contractual Services 30,000 30,000 - - 0.00% 1,667 100.00% 608105 Professional Services 429,410 429,410 - - 0.00% 15,294 -100.00% 610130 Tina Pacific Operating Expense (QMG) 243,825 243,825 22,820 22,820 9.36% 18,806 21.34% 610131 Bad Debt Expense (QMG) 40,000 40,000 5,932 5,932 14.83% 12,031 -50.69% Maintenance and Operations , Continued
610135 Relocation Assistance 30,000 57,423 - - 0.00% 99,108 100.00% 610230 Navigation Center (North SPA) 39,425 39,425 - - 0.00% - 0.00% 611110 O.C. Sanitation User Fee 30,000 30,000 - - 0.00% - 0.00% Total-Maintenance and Operations 902,160 929,583 28,909 28,909 3.11% 147,184 -80.36% Allocated Charges
612105 Vehicle Replacement Charge 8,565 8,565 714 714 8.33% 585 21.92% 612115 Liability Insurance Charge 18,915 18,915 1,576 1,576 8.33% 12,144 -87.02% 612140 Information Technology Charge 28,800 28,800 2,400 2,400 8.33% 1,793 33.86% 614205 Admin Overhead 36,740 36,740 3,037 3,037 8.27% 680 346.70% Total-Allocated Charges 93,020 93,020 7,727 7,727 8.31% 15,203 -49.17% Capital Outlay
760100 Demolition/Condemnation - 150,000 - - 0.00% 3,395 100.00% Total-Capital Outlay - 150,000 - - 0.00% 3,395.000 -100.00% TOTAL EXPENDITURES $ 1,286,995 $ 1,464,418 $ 55,748 $ 55,748 3.81% $ 171,772 -67.55% REVENUES OVER (UNDER) EXPENDITURES $ (706,995) $ (884,418) $ (27,581) $ (27,581) $ (121,502) * = Actual data is reported through July
Available Fund Balance as of 06/30/25 $ 8,166,579
Estimated increase (decrease) of fund balance
during Fiscal Year 2025/26 (27,581)
Projected Available Fund Balance as of 7/31/25 $ 8,138,998 Housing Authority Fund (Fund 285) - Fund Balance Status Attachment: E
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Task
Code Description
Original/
Updated
Budget
ITD
Spend thru
June 30, 2025
FY 2025/26
Adopted
Budget
FY 2024/25
Budget
Carryover
(Rem + PO
Carryover)
Other
Budget
Adjustments
FY 2024/25
Amended
Budget after ITD
Actuals
Funding
FY 2025/26
YTD
Actual
FY 2025/26
Encumbrances
% Spent
(Includes
Encumbrances)
Remaining
Budget
Street Projects
2022-102 Citywide Street Sign Replacement 535,000 0 $ 535,000 $ 535,000 PBF 104 $ - $ 16,156 3.0% $ 518,844 133,650 8,144 $ 125,506 $ 125,506 Gas 211 $ - $ - 0.0% $ 125,506 $ 668,650 $ 8,144 $ - $ 660,506 $ - $ 660,506 $ - $ 16,156 2.4% $ 644,350 2024-101 Citywide Street Rehabilitation (FY 2023/24) 806,285 806,285 - - RMRA 215 - - #DIV/0! - 17,798 17,798 - - MsrM 220 - #DIV/0! -
585,000 506,316 78,684 78,684 Gas 211 1,921 15 2.5% 76,748 $ 1,409,083 $ 1,330,399 $ - $ 78,684 $ - $ 78,684 $ 1,921 $ 15 2.5% $ 76,748 2025-101 Citywide Street Rehabilitation (FY 2024/25) 1,045,270 9,477 1,035,793 $ 1,035,793 RMRA 215 - 9,670 0.9% 1,026,123 644,730 0 644,730 $ 644,730 MsrM 220 0.0% 644,730
$ 1,690,000 $ 9,477 $ - $ 1,680,523 $ - $ 1,680,523 $ - $ 9,670 0.6% $ 1,670,853 2025-102 Vision Zero Action Plan 40,000 0 40,000 40,000 Gas 211 - - 0.0% 40,000 Federal Grant 160,000 0 160,000 160,000 Grnts 227 - - 0.0% 160,000 $ 200,000 $ - $ - $ 200,000 $ - $ 200,000 $ - $ - 0.0% $ 200,000 2025-104 Citywide Concrete Repair 40,000 8,422 31,578 $ 31,578 Gas 211 - - 0.0% 31,578 Federal Grant 200,000 200,000 - $ - Grnts 227 - - #DIV/0! - $ 240,000 $ 208,422 $ - $ 31,578 $ - $ 31,578 $ - $ - 0.0% $ 31,578 2025-105 Orangewood Complete Streets Federal Grnt 850,000 0 850,000 850,000 Grnts 227 - - 0.0% 850,000 New SCAG Grant 3,268,000 3,268,000 Grnts 227 - - 0.0% 3,268,000 513,600 513,600 Gas 211 - - 0.0% 513,600
$ 850,000 $ - $ 3,781,600 $ 850,000 $ - $ 4,631,600 $ - $ - 0.0% $ 4,631,600 2025-107 FY 2023/24 Citywide Alley Resurfacing Project 715,507 676,902 38,605 38,605 MsrM 220 1,817 5,239 18.3% 31,549 2026-101 Annual Citywide Street Rehabilitation (2025/26) 404,010 404,010 Gas 211 - - 404,010 1,306,490 1,306,490 RMRA 215 - - 1,306,490
339,500 339,500 MsrM 220 - - 339,500
$ - $ - $ 2,050,000 $ - $ - $ 2,050,000 $ - $ - 0.0% $ 2,050,000 2026-102 Annual Citywide Alley Resurfacing 500,000 500,000 MsrM 220 - - 500,000 2026-103 Annual Citywide Sidewalk Repair 80,000 80,000 Gas 211 - 49,635 30,365 2026-104 Streetlight Uprade Project (apprd 8-26-25) FED Grt 76,230 76,230 Grnts 227 - 72,295 3,935 Total Street Projects $ 5,773,240 $ 2,233,344 $ 6,411,600 $ 3,539,897 $ 76,230 $ 10,027,727 $ 3,739 $ 153,010 1.6% $ 9,870,978 Parks Projects
2022-204 Norm Ross Sports Park State Grant 7,691,058 432,807 $ 7,258,251 $ 7,258,251 Grnts 227 $ - $ 283,200 3.9% $ 6,975,051 2,000,000 0 $ 2,000,000 $ 2,000,000 Park 310 $ - $ - 0.0% $ 2,000,000 Total $ 9,691,058 $ 432,807 $ - $ 9,258,251 $ - $ 9,258,251 $ - $ 283,200 3.1% $ 8,975,051 2022-833 Stanton Park Refresh 403,930 24,030 379,900 379,900 GFA 101 - 260,740 68.6% 119,160 2023-201 Family Resource Center Improvements Fed Grt 96,830 96,826 - - Grnts 227 - - #DIV/0! - Phase 2 184,885 144,012 - - - Park 310 - - -
$ 281,715 $ 240,838 $ - $ - $ - $ - $ - $ - #DIV/0! $ - 2025-201 Dotson Park Resurfacing Project 220,000 0 220,000 220,000 Park 310 - - 0.0% 220,000 2025-202 Stanton Central Park Tennis Court Renovation 565,000 40,815 524,185 524,185 PBF 104 - 22,995 4.4% 501,190 2025-804 CIP Reserve for Park Improvements 540,000 - 540,000 540,000 GFA 101 - - 0.0% 540,000 Total Parks Projects $ 11,701,703 $ 738,490 $ 10,922,336 - $ $ 10,922,336 - $ $ 566,935 - $ 5.2% $ 10,355,401

CITY OF STANTON
FY 2025/26

STATUS OF CAPITAL IMPROVEMENT PROJECTS (CIP)
JULY 1, 2025 THROUGH JULY 31, 2025
10/6/2025 O:\Admin Svcs\Month End\Monthly Financial Reporting\CIP Report\FY 2025.26\FY 2025.26 CIP July 2025 Attachment: F
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CITY OF STANTON
FY 2025/26

STATUS OF CAPITAL IMPROVEMENT PROJECTS (CIP)
JULY 1, 2025 THROUGH JULY 31, 2025
Sewer Projects
2025-301 Annual Sewer Rehabilitation (FY 2024/25) 600,000 247,226 54,150 - 54,150 - SEW 501 54,150 - 0.0% - 2025-301 Annual Sewer Rehabilitation (FY 2024/25) 296,604 - 296,604 - SEW 501 - 0.0% - 296,604 2026-301 Annual Sewer Rehabilitation (FY 2025/26) 1,757,000 0 1,757,000 - 1,757,000 - SEW 501 - 0.0% - 1,757,000 Total Sewer Projects $ 2,357,000 $ 247,226 $ 1,757,000 $ 350,754 $ 2,107,754 - $ $ 54,150 - $ 2.6% $ 2,053,604 Facility Projects
2023-603 Stanton Community Center Improvements 282,430 68,545 - 213,885 - $ 213,885 PBF 104 - 117,282 54.8% 96,603 HVAC & Generator 350,325 219,937 130,388 $ 130,388 CDBG 221 - 5,328 4.1% 125,060 Total $ 632,755 $ 288,482 $ - $ 344,273 $ - $ 344,273 $ - $ 122,610 35.6% $ 221,663 2025-601 Stanton Community/Senior Center Improvements 350,000 350,000 - 350,000 CDBG 222 - 350,000 100.0% - Restroom & City Hall Remodel 200,000 200,000 PBF 104 200,000 100.0% - 70,000 43,651 26,349 56,353 82,702 GFA 101 - 60,650 73.3% 22,052 $ 420,000 $ 43,651 $ 200,000 $ 376,349 $ 56,353 $ 632,702 $ - $ 610,650 96.5% $ 22,052 2025-602 Public Safety Center Upgrades Fed Grnt 1,000,000 0 1,000,000 - 1,000,000 Grnts 227 - - 0.0% 1,000,000 2026-602 City Hall/Community Center Keycard Access 0 205,000 - (56,353) 148,648 GFA 101 0.0% 148,648 2026-603 HVAC Installation Project (Phase 1) 0 90,000 $ 90,000 NPF 106 0.0% 90,000 0 450,000 $ 450,000 CDBG 222 0.0% 450,000
$ - $ - $ 540,000 $ - $ - $ 540,000 $ - $ - 0.0% $ 540,000 Total Facility Projects $ 2,052,755 $ 332,133 $ 945,000 $ 1,720,622 $ 2,665,622 - $ $ 733,260 - $ 27.5% $ 1,932,362 Storm Drain Projects
2024-801 Storm Drain Master Plan 328,173 320,919 7,254 GFA 101 7,254 7,254 - 100.0% - 2026-401 Western Storm Channel Grate 20,240 $ 20,240 Grnts 227 - 0.0% 20,240 10,995 $ 10,995 GFA 101 - 0.0% 10,995
$ - $ - $ 31,235 $ - $ - $ 31,235 $ - $ - 0.0% $ 31,235 Total Storm Drain Projects $ 328,173 $ 320,919 $ 31,235 $ 7,254 $ 38,489 - $ $ 7,254 - $ 0.0% $ 31,235 GRAND TOTAL $ 22,212,871 $ 3,872,112 $ 9,144,835 $ 16,540,863 76,230$ 25,761,928 $ 3,739$ 1,514,609 $ 5.9% 24,243,580 $ 10/6/2025 O:\Admin Svcs\Month End\Monthly Financial Reporting\CIP Report\FY 2025.26\FY 2025.26 CIP July 2025 Task
Code Description
Original/
Updated
Budget
ITD
Spend thru
June 30, 2025
FY 2025/26
Adopted
Budget
FY 2024/25
Budget
Carryover
(Rem + PO
Carryover)
Other
Budget
Adjustments
FY 2024/25
Amended
Budget after ITD
Actuals
Funding
FY 2025/26
YTD
Actual
FY 2025/26
Encumbrances
% Spent
(Includes
Encumbrances)
Remaining
Budget

CITY OF STANTON
FY 2025/26

STATUS OF CAPITAL IMPROVEMENT PROJECTS (CIP)
JULY 1, 2025 THROUGH JULY 31, 2025
Funding Source
GFA 101 General Fund Assigned Fund Balance $ 215,995 $ 953,503 $ - $ 1,169,498 $ - $ 328,644 28.1% $ 840,854 PBF 104 Public Benefit Fees Fund $ 200,000 $ 1,273,070 $ - $ 1,473,070 $ - $ 356,433 24.2% $ 1,116,637 BFF 105 Beautification Fees Fund $ - $ - $ - $ - $ - $ - #DIV/0! $ - NPF 106 Neighborhood $ 90,000 $ - $ - $ 90,000 $ - $ - 0.0% $ 90,000 Gas 211 Gas Tax Fund $ 997,610 $ 275,768 $ - $ 1,273,378 $ 1,921 $ 49,650 4.0% $ 1,221,807 RMRA 215 RMRA Fund $ 1,306,490 $ 1,035,793 $ - $ 2,342,283 $ - $ 9,670 0.4% $ 2,332,613 MsrM 220 Measure M Turnback Fund $ 839,500 $ 683,335 $ - $ 1,522,835 $ 1,817 $ 5,239 0.5% $ 1,515,779 CDBG 221 CDBG-CV Grant Fund $ - $ 130,388 $ - $ 130,388 $ - $ 5,328 4.1% $ 125,060 CDBG 222 CDBG Grant Fund $ 450,000 $ 350,000 $ - $ 800,000 $ - $ 350,000 43.8% $ 450,000 Grnts 227 Other Grants Fund $ 3,288,240 $ 9,268,251 $ 76,230 $ 12,632,721 $ - $ 355,495 2.8% $ 12,277,226 Park 310 Park In-Lieu Fund $ - $ 2,220,000 $ - $ 2,220,000 $ - $ - 0.0% $ 2,220,000 SEW 501 Sewer Maintenance Fund $ 1,757,000 $ 350,754 $ - $ 2,107,754 $ - $ 54,150 2.6% $ 2,053,604 SEWC 502 Sewer Capital Improvement Fund $ - $ - $ - $ - $ - $ - 0.0% $ - GRAND TOTAL $ - $ 9,144,835 $ 16,540,863 $ 76,230 $ 25,761,928 $ 3,739 $ 1,514,609 5.9% $ 24,243,580 10/6/2025 O:\Admin Svcs\Month End\Monthly Financial Reporting\CIP Report\FY 2025.26\FY 2025.26 CIP July 2025 1 CITY OF STANTON

REPORT TO CITY COUNCIL
TO: Honorable Mayor and Members of the City Council
DATE: October 14, 2025
SUBJECT: AWARD OF CONSTRUCTION FOR THE CITYWIDE STREET SIGN REPLACEMENT PROJECT (PHASE 2) (TASK CODE NO. 2022-102)
REPORT IN BRIEF:

Three bids for the Citywide Street Sign Replacement Project (Phase 2) were opened on September 30, 2025. Based on the post-bid analysis of the bids received, staff have determined the bid submitted by Square Signs LLC dba Front Signs to be the lowest responsible and responsive bid at $173,910.00.

RECOMMENDED ACTION:

1. City Council find that this project is exempt from the California Environmental Quality Act (“CEQA”), Class 2, Section 15302 as replacement of existing structures and facilities; and

2. Award a construction contract for the Citywide Street Sign Replacement Project (Phase 2) to Square Signs LLC dba Front Signs for the bid amount of $173,910.00 and reject all other bids; and

3. Authorize the City Manager to bind the City of Stanton and Square Signs LLC dba Front Signs in a contract for the construction; and

4. Authorize the City Manager to approve contract change orders, not to exceed $17,391.00.

BACKGROUND:

Phase 2 will focus on replacing approximately 564 residential street name signs in the residential areas. The current signs are damaged and need replacement. The new signs will replace outdated city signs with the new Stanton branding to provide directions for residents and passing drivers throughout the City.

On August 26, 2025, the City Council authorized staff to advertise this project for construction and approved the draft plans and specifications.

Item: 9H
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2 ANALYSIS/JUSTIFICATION:

Bid opening for this project was on September 30, 2025. Three (3) bids were received and opened as follows:

Rank Company Bid
1 Square Signs LLC dba Front Signs $ 173,910.00
2 Select Electric, Inc. $ 239,480.00
3 Armstrong Cal Builders Inc. $ 298,200.00
Square Signs LLC dba Front Signs submitted the lowest responsible bid in the amount of $173,910.00 which is approximately 30% below the Engineer’s estimate of $250,000.00.

Staff has reviewed the documents submitted and found that Square Signs LLC dba Front Signs submitted the lowest bid and is compliant with the contract documents. References were checked with the City of Palmdale, the City of Manhattan Beach, and the City of Clearlake. Upon successful execution of the contract documents, the project is expected to begin construction in January 2026.

For every construction contract awarded by City Council, City staff is required to return to City Council to accept the improvements, approve the final construction contract amount, and direct the City Council to file a Notice of Completion.

FISCAL IMPACT:

The current Fiscal Year 2025/2026 Capital Improvement Budget includes a carryover budget of $445,795.00 for this project (Task Code No. 2022-102). The following table presents an estimated breakdown of total project costs:

Description Amount
Construction Contract $ 173,910.00
Contingency $ 17,391.00
Inspections / Materials Testing $ 10,000.00
Total $ 201,301.00
ENVIRONMENTAL IMPACT:

This project is exempt under the California Environmental Quality Act (“CEQA”), Class 2, Section 15302 as replacement of existing structures and facilities where the new structure will be located on the same site as the structure replaced and will have substantially the same purpose and capacity as the structure replaced.
3 LEGAL REVIEW:

None.

STRATEGIC GOAL:

Goal 3: Provide quality infrastructure.

PUBLIC NOTIFICATION:

Through the normal agenda process.

Prepared by: Han Sol Yoo, P.E., Civil Engineer
Reviewed by: Cesar Rangel, P.E., Director of Public Works/City Engineer Fiscal Impact Reviewed by: Sharon del Rosario, Finance Director Approved by: Hannah Shin-Heydorn, City Manager
ATTACHMENTS:

A. Citywide Street Sign Replacement Project (Phase 2) Contract B. Square Signs LLC dba Front Signs Proposal Bid
CA-1

CITY OF STANTON

CONTRACT AGREEMENT
CITYWIDE STREET SIGN REPLACEMENT PROJECT (PHASE 2)
THIS CONTRACT AGREEMENT (or “Contract”) is made and entered into for the abovestated project this 14th day of October, 2025, BY AND BETWEEN THE CITY OF STANTON, as City and SQUARE SIGNS LLC DBA FRONT SIGNS. as CONTRACTOR.

WITNESSETH that CITY and CONTRACTOR have mutually agreed as follows:

Article I
The contract documents for the aforesaid project shall consist of the Notice Inviting Bids, Instructions to Bidders, Proposal, General Specifications, Special Provisions in accordance with the Standard Specifications for Public Works Construction, Faithful Performance Bond, Labor and Material Bond, and all referenced specifications, details, Standard Plans and appendices, including all applicable State and Federal requirements; together with this Contract Agreement and all required bonds, insurance certificates, permits, notices and affidavits; and also including any and all addenda or supplemental agreements clarifying, amending or extending the work contemplated as may be required to insure its completion in an acceptable manner (collectively all the foregoing shall be referenced as the “Contract Documents”). All of the provisions of said contract documents are made a part hereof as though fully set forth herein.

Article II
For and in consideration of the payments and agreements to be made and performed by CITY, CONTRACTOR agrees to furnish all materials and perform all work required for the above stated project and to fulfill all other obligations as set forth in the aforesaid Contract Documents.

Article III
CONTRACTOR agrees to receive and accept the prices set forth in the proposal as full compensation for furnishing all materials, performing all work and fulfilling all obligations hereunder. Said compensation shall cover all expenses, losses, damages, and consequences arising out of the nature of work during its progress or prior to its acceptance, including those for well and faithfully completing the work and the whole hereof in the manner and time specified in the aforesaid Contract Documents; and also including those arising from actions of the elements, unforeseen difficulties or obstructions encountered in the prosecution of the work, suspension or discontinuance of the work, and all other unknowns or risks of any description connected with the work.

Attachment: A
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Article IV
CITY hereby promises and agrees to employ, and does hereby employ, CONTRACTOR to provide the materials, do the work and fulfill the obligations according to the terms and conditions herein contained and referred to, for the prices aforesaid, and hereby contracts to pay the same at the time, in the manner and upon the conditions set forth in the Contract Documents.

The total amount of this contract shall not exceed One Hundred Seventy-Three Thousand Nine Hundred Ten Dollars ($173,910.00). CONTRACTOR shall not be compensated for any services rendered in connection with its performance of this agreement which are in addition to those set forth herein, unless such additional services are authorized in advance and in writing by the City Council, or if pursuant to its authority, the City Manager, or his or her designee. CONTRACTOR shall be compensated for any additional services in the amounts and in the manner as agreed to by the City Manager or City representative and CONTRACTOR at the time City’s written authorization is given to CONTRACTOR for the performance of said services.

The City Manager may approve additional work in the amount approved by City Council. Any additional work in excess of this amount shall be approved by the City Council.

Article V
CONTRACTOR acknowledges the provisions of the State Labor Code requiring every employee to be insured against liability for Worker's Compensation or to undertake self-insurance in accordance with the provisions of that code, and certifies compliance with such provisions.

Article VI
CONTRACTOR agrees to indemnify and hold harmless CITY and all of its officers, officials, consultants, employees, agents, and volunteers from any claims, demands or causes of action, including related expenses, attorney's fees and costs, based on, arising out of, or in any way related to the work undertaken by CONTRACTOR hereunder.

Article VII
CONTRACTOR affirms that the signatures, titles, and seals set forth herein in execution of this Contract Agreement represent all individuals, firm members, partners, joint venturers, and/or corporate officers having a principal interest herein.

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IN WITNESS WHEREOF the parties hereto have caused this Agreement to be executed the day and year first written.

CONTRACTOR CITY OF STANTON

Name Date Hannah Shin-Heydorn Date
Title City Manager
ATTEST:

Name Date Patricia A. Vazquez Date
Title City Clerk
____________________________________ APPROVED AS TO FORM:

Contractor’s License Number and Classification
____________________________________
DIR Registration Number

Best Best & Krieger LLP Date
City Attorney

NOTE: SIGNATURES OF CORPORATE OFFICIALS MUST BE NOTARIZED CA-4
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
appeared , who proved to me on the basis of satisfactory 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.

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
 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

CITYWIDE STREET SIGN REPLACEMENT
PROJECT (PHASE 2)
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CITY OF STANTON

FAITHFUL PERFORMANCE BOND
CITYWIDE STREET SIGN REPLACEMENT PROJECT (PHASE 2)
KNOW ALL PERSONS BY THESE PRESENTS:

THAT WHEREAS, the City of Stanton (hereinafter referred to as “City”) has awarded to ____________________, (hereinafter referred to as the “Contractor”) _______________________ an agreement for ______________________________ (hereinafter referred to as the “Project”).

NOW, THEREFORE, we, _______________, the undersigned Contractor and _____________________________________________ as Surety, a corporation organized and duly authorized to transact business under the laws of the State of California, are held and firmly bound unto the City in the sum of ___________________________ DOLLARS, ($____________), said sum being not less than one hundred percent (100%) of the total amount of the Contract, for which amount well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH, that, if the Contractor, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and agreements in the Contract Documents and any alteration thereof made as therein provided, on its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their intent and meaning; and shall faithfully fulfill all obligations including the one-year guarantee of all materials and workmanship; and shall indemnify and save harmless the City, its officers and agents, as stipulated in said Contract Documents, then this obligation shall become null and void; otherwise it shall be and remain in full force and effect.

As a condition precedent to the satisfactory completion of the Contract Documents, unless otherwise provided for in the Contract Documents, the above obligation shall hold good for a period of one (1) year after the acceptance of the work by City, during which time if Contractor shall fail to make full, complete, and satisfactory repair and replacements and totally protect the City from loss or damage resulting from or caused by defective materials or faulty workmanship, Surety shall undertake and faithfully fulfill all such obligations. The obligations of Surety hereunder shall continue so long as any obligation of Contractor remains. Nothing herein shall limit the City’s rights or the Contractor or Surety’s obligations under the Contract, law or equity, including, but not limited to, California Code of Civil Procedure section 337.15.

Whenever Contractor shall be, and is declared by the City to be, in default under the Contract Documents, the Surety shall remedy the default pursuant to the Contract Documents, or

CITYWIDE STREET SIGN REPLACEMENT
PROJECT (PHASE 2)
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shall promptly, at the City’s option:
(1) Take over and complete the Project in accordance with all terms and conditions in the Contract Documents; or
(2) Obtain a bid or bids for completing the Project in accordance with all terms and conditions in the Contract Documents and upon determination by Surety of the lowest responsive and responsible bidder, arrange for a Contract between such bidder, the Surety and the City, and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term “balance of the contract price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents.
(3) Permit the City to complete the Project in any manner consistent with local, California and federal law and make available as work progresses sufficient funds to pay the cost of completion of the Project, less the balance of the contract price, including other costs and damages for which Surety may be liable. The term “balance of the contract price” as used in this paragraph shall mean the total amount payable to Contractor by the City under the Contract and any modification thereto, less any amount previously paid by the City to the Contractor and any other set offs pursuant to the Contract Documents.

Surety expressly agrees that the City may reject any contractor or subcontractor which may be proposed by Surety in fulfillment of its obligations in the event of default by the Contractor.

Surety shall not utilize Contractor in completing the Project nor shall Surety accept a bid from Contractor for completion of the Project if the City, when declaring the Contractor in default, notifies Surety of the City’s objection to Contractor’s further participation in the completion of the Project.

The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project to be performed thereunder shall in any way affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract Documents or to the Project, including but not limited to the provisions of sections 2819 and 2845 of the California Civil Code.

IN WITNESS WHEREOF, we have hereunto set our hands and seals this _______ day of ______________, 20__).
(Corporate Seal)
Contractor/ Principal
By
Title

CITYWIDE STREET SIGN REPLACEMENT
PROJECT (PHASE 2)
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(Corporate Seal)
Surety
By
Attorney-in-Fact
Signatures of those signing for the Contractor and Surety must be notarized and evidence of corporate authority attached.
(Attach Attorney-in-Fact Certificate) Title
The rate of premium on this bond is ____________ per thousand. The total amount of premium charges, $_______________________________.
(The above must be filled in by corporate attorney.)

THIS IS A REQUIRED FORM
Any claims under this bond may be addressed to:
(Name and Address of Surety)
(Name and Address of Agent or
Representative for service of
process in California, if different
from above)
(Telephone number of Surety
and Agent or Representative for
service of process in California)
NOTE: A copy of the Power-of-Attorney authorizing the person signing on behalf of the Surety to do so must be attached hereto.

CITYWIDE STREET SIGN REPLACEMENT
PROJECT (PHASE 2)
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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.

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.

Signature of Notary Public

Signer is representing:

Name Of Person(s) Or Entity(ies)
Signer(s) Other Than Named Above

CITYWIDE STREET SIGN REPLACEMENT
PROJECT (PHASE 2)
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CITY OF STANTON

PAYMENT BOND
CITYWIDE STREET SIGN REPLACEMENT PROJECT (PHASE 2)
KNOW ALL MEN BY THESE PRESENTS That
THAT WHEREAS, the City of Stanton (hereinafter referred to as “City”) has awarded to ____________________, (hereinafter referred to as the “Contractor”) _______________________ an agreement for ______________________________ (hereinafter referred to as the “Project”).

WHEREAS, the work to be performed by the Contractor is more particularly set forth in the Contract Documents for the Project dated ________________, (hereinafter referred to as “Contract Documents”), the terms and conditions of which are expressly incorporated herein by reference; and
WHEREAS, said Principal is required to furnish a bond in connection with said contract; providing that if said Principal or any of its Subcontractors shall fail to pay for any materials, provisions, provender, equipment, or other supplies used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Code or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of said Principal and its Subcontractors with respect to such work or labor the Surety on this bond will pay for the same to the extent hereinafter set forth.

NOW THEREFORE, we, the Principal and __________________________ as Surety, are held and firmly bound unto the City in the penal sum of ______________ Dollars ($___________) lawful money of the United States of America, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

THE CONDITION OF THIS OBLIGATION IS SUCH that if said Principal, his or its subcontractors, heirs, executors, administrators, successors or assigns, shall fail to pay any of the persons named in Section 9100 of the Civil Code, fail to pay for any materials, provisions or other supplies, used in, upon, for or about the performance of the work contracted to be done, or for any work or labor thereon of any kind, or amounts due under the Unemployment Insurance Code with respect to work or labor performed under the contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department or Franchise Tax Board from the wages of employees of the contractor and his subcontractors pursuant to Section 18663 of the Revenue and Taxation Code, with respect to such work and labor the Surety or Sureties will pay for the same, in an amount not exceeding the sum herein above specified, and also, in case suit is brought upon this bond, all litigation expenses incurred by City in such suit, including reasonable attorneys’ fees, court costs, expert witness fees and investigation expenses.

This bond shall inure to the benefit of any of the persons named in Section 9100 of the Civil Code so as to give a right of action to such persons or their assigns in any suit brought upon this bond.

It is further stipulated and agreed that the Surety on this bond shall not be exonerated or

CITYWIDE STREET SIGN REPLACEMENT
PROJECT (PHASE 2)
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released from the obligation of this bond by any change, extension of time for performance, addition, alteration or modification in, to, or of any contract, plans, specifications, or agreement pertaining or relating to any scheme or work of improvement herein above described, or pertaining or relating to the furnishing of labor, materials, or equipment therefore, nor by any change or modification of any terms of payment or extension of the time for any payment pertaining or relating to any scheme or work of improvement herein above described, nor by any rescission or attempted rescission of the contract, agreement or bond, nor by any conditions precedent or subsequent in the bond attempting to limit the right of recovery of claimants otherwise entitled to recover under any such contract or agreement or under the bond, nor by any fraud practiced by any person other than the claimant seeking to recover on the bond and that this bond be construed most strongly against the Surety and in favor of all persons for whose benefit such bond is given, and under no circumstances shall Surety be released from liability to those for whose benefit such bond has been given, by reason of any breach of contract between the owner or City and original contractor or on the part of any obligee named in such bond, but the sole conditions of recovery shall be that claimant is a person described in Section 9100 of the Civil Code, and has not been paid the full amount of his claim and that Surety does hereby waive notice of any such change, extension of time, addition, alteration or modification herein mentioned and the provisions of sections 2819 and 2845 of the California Civil Code.

IN WITNESS WHEREOF, we have hereunto set our hands and seals this _______ day of ______________, 20__.
(Corporate Seal)
Contractor/ Principal
By
Title

(Corporate Seal) Surety
By
Attorney-in-Fact
Title
Signatures of those signing for the Contractor and Surety must be notarized and evidence of corporate authority attached. A Power-of-Attorney authorizing the person signing on behalf of the Surety to do so much be attached hereto.

NOTE: A copy of the Power-of-Attorney authorizing the person signing on behalf of the Surety to do so must be attached hereto.

CITYWIDE STREET SIGN REPLACEMENT
PROJECT (PHASE 2)
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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.

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.

Signature of Notary Public

Signer is representing:

Name Of Person(s) Or Entity(ies)
Signer(s) Other Than Named Above

CITYWIDE STREET SIGN REPLACEMENT
PROJECT (PHASE 2)
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CITY OF STANTON

COMPENSATION INSURANCE CERTIFICATE
CITYWIDE STREET SIGN REPLACEMENT PROJECT (PHASE 2)
Pursuant to Section 1861 of the State Labor Code (amended by Stats. 1979, C.373, p. 1343), before beginning work, the Contractor shall furnish to the City Engineer a certificate of insurance for all persons whom he may employ directly or through subcontractors in carrying out the work specified herein, in accordance with the laws of the State of California. Such insurance shall be maintained in full force and effect during the period covered by this contract.

Before beginning work, the Contractor shall furnish to the City Engineer a certificate of insurance as proof that he has taken out full compensation insurance for all persons whom he may employ directly or through subcontractors in carrying out the work specified herein, in accordance with the laws of the State of California. Such insurance shall be maintained in full force and effect during the period covered by this contract.

Contractor, prior to commencing work, shall sign and file with the City of Stanton a certification as follows:

I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for Worker's Compensation or to undertake self-insurance in accordance with the provisions of that Code, and I will comply with such provisions before commencing the performance of the work of this contract.

CONTRACTOR
By:

Title:

Date:

CITYWIDE STREET SIGN REPLACEMENT
PROJECT (PHASE 2)
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Section 3700 of the State Labor Code reads as follows:
"Every employer except the State shall secure the payment of compensation in one or more of the following ways:
(a) By being insured against liability to pay compensation in one or more insurers duly authorized to write compensation insurance in the state. (b) By securing from the Director of Industrial Relations a certificate of consent to self-insure, which may be given upon furnishing proof satisfactory to the Director of Industrial Relations of ability to self-insure and to pay any compensation that may become due to his employee."
(Amended by Stats, 1978, c. 1379, p. 4571)
Compensation Insurance Certificate
To be submitted with Contract Agreement
Bidder's Name: Square Signs LLC dba Front Signs

BID FORMS

BID ACKNOWLEDGEMENT
NAME OF BIDDER: Square Signs LLC dba Front Signs
The undersigned hereby declare that we have carefully examined the location of the proposed Work, and have read and examined the Contract, including all plans, specifications, and all addenda, if any, for the following Project:

CITYWIDE STREET SIGN REPLACEMENT PROJECT (PHASE 2)
To the City of Stanton, with its principal place of business at 7800 Katella Avenue, Stanton, CA 90680:

In response to the Notice Inviting Bids dated August 28, 2025 and in accordance with the accompanying Instructions to Bidders, the undersigned hereby proposes to the City to furnish all labor, technical and professional services, supervision, materials and equipment, other than materials and equipment specified as furnished by the City, and to perform all operations necessary and required to construct the Project in accordance with the provisions of the Contract Documents, including all plans, specifications, and all addenda, and at the prices stated opposite the respective items set forth in the Bid Schedule.

This Bid constitutes a firm offer to the City which cannot be withdrawn for 90 days after the date set for opening of Bids, or until a Contract is executed by the City and a third party, whichever is earlier.

The undersigned certifies that it has examined and is fully familiar with all of the provisions of the Contract Documents and any addenda thereto; that it has carefully checked all of figures shown in its Bid Schedule; that it has carefully reviewed the accuracy of all statements in this Bid and attachments hereto; and that it understands and agrees that the City will not be responsible for any errors or omissions on the part of the undersigned in preparing this Bid.

BIDDER certifies that in all previous contracts or subcontracts, all reports that may have been due under the requirements of any agency, State, or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding.

BIDDER declares that the only persons or parties interested in this Proposal as principals are those named herein; that no officer, agent, or employee of the CITY is personally interested, directly or indirectly, in this Bid; that this Proposal is made without connection to any other individual, firm, or corporation making a bid for the same work; and that this Bid is in all respects fair and without collusion or fraud.

If awarded a Contract, the undersigned agrees to execute and deliver to the City within ten (10) calendar days after date of receipt of Notice of Award, a signed Contract and the necessary Performance Bond, Payment Bond, and Certificates of Insurance and Endorsements.

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Attachment: B
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CITY OF STANTON

REPORT TO CITY COUNCIL
TO: Honorable Mayor and Members of the City Council
DATE: October 14, 2025
SUBJECT: ADOPT THE 2025 STORM DRAIN MASTER PLAN UPDATE
REPORT IN BRIEF:

A Storm Drain Master Plan assesses the capacity and condition of the City’s storm drain system incorporating updated housing element information and provides recommendations to address deficiencies. It is a valuable planning tool for the City’s Capital Improvement Program and managing the storm drain system for future development.

RECOMMENDED ACTION:

2. Adopt the 2025 Storm Drain Master Plan Update.

BACKGROUND:

On December 12, 2023, the City Council approved the award of a Professional Services Agreement with Pacific Advance Civil Engineering (PACE), Inc. to provide an updated Storm Drain Master Plan in the amount of $539,870.

The City currently operates and maintains a storm drain collection system that serves 3.1 square miles. This network of storm drains is comprised of over 8.5 miles of storm drain pipes with approximately 186 catch basins. The storm drain system has one siphon that is used to cross abandoned railroad property.

The overall goal of the 2025 Storm Drain Master Plan Update (2025 SDMP) is to identify improvements to the City’s existing drainage system to provide the level of flood control recommended by the County of Orange. The 2025 SDMP provides comprehensive longrange planning for drainage facility improvements, determines the cost of implementing the facilities, and discusses funding priorities of the improvements. The information contained in the 2025 SDMP is intended to provide an update of the previous master plans and was prepared at a preliminary engineering level consistent with the development of a master plan.

Item: 9I
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ANALYSIS/JUSTIFICATION:

The 2025 SDMP is based on the design criteria outlined in the Orange County (OC) Hydrology Manual, along with the County of Orange Department of Public Works (OCPW) Local Drainage Manual. The 1991 Master Plan of Drainage was used as a basis to prepare this update.

PACE has completed the 2025 SDMP and found that overall, although the structural integrity of the pipes is generally acceptable, the City’s storm drain system has many undersized facilities. Additionally, the pipeline condition assessment summarized that approximately 3% of storm drain pipelines require additional cleaning due to heavy sediment and trash build up. The following storm drain improvement projects are recommended to be constructed as resources allow:

Location/Limit Description Total Cost
(in 2025 $)
Beach Blvd Upsize to 4'x2' RCB, County and
Caltrans Associated (Priority 1 and 2) $2,593,100
Cerritos Ave and
Magnolia Ave
Upsize and Extension, Shared Cost w/
the City of Anaheim (Priority 1 and 2) $5,595,600
City Channel Upsize/Regrade Existing City Channel
and D/S Pipe System (Priority 1) $12,491,330
Hollenbeck Park 36" RCP Extension from Existing
County System (Priority 1) $762,800
Katella Ave Upsize and Extension from Existing
City System (Priority 1, 2, and 4) $4,303,400
Monroe/Court (Study) 2D Model Hydraulic Analysis (Priority 1) $293,520 Pacific St and
Beach Blvd
Upsize to 24" RCP and Regrade,
Caltrans Associated (Priority 1 and 3) $863,200
Rose St Upsize to 8'x2' RCB (Priority 1 and 2) $5,597,830 Santa Rosalia St 30" Extension from Existing County
System (Priority 1) $342,800
Santa Rosalia St 30" RCP Extension from Existing City
System (Priority 1) $832,500
Santa Rosalia St RCB Extension and Upsize at Existing
County Connection (Priority 1, 2, and 3) $2,613,600
Western Ave
(Downstream)
Upsize of Existing City System to
County Connection (Priority 1) $4,760,370
Western Ave (Upstream) Upsize from Double 30" RCP to Double 8'x3' RCB (Priority 1) $4,751,470
Total $45,801,520
The City understands its responsibility to address infrastructure needs with long range planning efforts. By reviewing its existing storm drain system and focusing on future needs, the City can continue to maintain a high level of service and reliability in its storm drain system in a cost effective and fiscally responsible manner. The 2025 SDMP has been developed to assist the City in achieving these objectives. The estimated cost to implement all future projects recommended for the Capital Improvement Program totals $72,000,000.

To address the estimated $72,000,000 in storm drain improvements, the City Council may consider several funding approaches: establishing a storm drain impact fee or negotiating contributions through development agreements, pursuing limited state and federal grant opportunities, allocating budget reserves for high-priority projects, or creating a dedicated policy to provide ongoing funding for storm drain needs. The Fiscal Year 2026-27 Budget Workshop will include staff recommendations.

FISCAL IMPACT:

There is no fiscal impact associated with the recommended action; however, the implementation of the plan will have a substantial fiscal impact.

ENVIRONMENTAL IMPACT:

This action to be categorically exempt under the California Environmental Quality Act, Section 15378(b)(5) (Organizational or administrative activities of governments that will not result in direct or indirect physical changes in the environment).

LEGAL REVIEW:

None.

PUBLIC NOTIFICATION:

Notifications and advertisement were performed as prescribed by law.

STRATEGIC GOAL:

Goal 3. Provide quality infrastructure.

Prepared by: Cesar Rangel P.E., Director of Public Works/City Engineer Fiscal Impact Reviewed by: Sharon del Rosario, Finance Director Approved by: Hannah Shin-Heydorn, City Manager

ATTACHMENT:

A. Draft 2025 Storm Drain Master Plan
Jtiiii/Nb

STORM DRAIN MASTER
PLAN UPDATE 2025
Attachment: A
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Master Plan of Drainage
Stanton Storm Drain
September 2025
Prepared For:

City of Stanton
Department of Public Works
7800 Katella Ave.

Stanton, CA 90680
Phone (714) 379-9222
Prepared By:

Pacific Advanced Civil Engineering, Inc.
17520 Newhope Street, Suite 200
Fountain Valley, CA 92708
714-481-7300
Contact Person:

Rebecca Kinney, PE PACE JN C214
Andrew Scianni
Table of Contents i
Table of Contents
Executive Summary ........................................................................................................................... E-1 E.1 General.......................................................................................................................................... E-1 E.2 Hydrology and Hydraulics ............................................................................................................. E-1 E.3 Drainage Areas ............................................................................................................................. E-1 E.3.1 Jonathan Storm Channel (C02S03)...................................................................................... E-1 E.3.2 Stanton Storm Channel (C02S01) ........................................................................................ E-2 E.3.3 Anaheim-Barber City Channel (C03) .................................................................................... E-2 E.4 Cost Estimates .............................................................................................................................. E-2 E.5 Capital Improvement Program ...................................................................................................... E-3 E.5.1 Prioritization Evaluation Criteria ............................................................................................ E-3 E.5.2 Capital Improvement Projects ............................................................................................... E-3 Introduction ...........................................................................................................................................1-1

1.1 Purpose ..........................................................................................................................................1-1

1.2 Background ....................................................................................................................................1-1

1.3 FEMA Floodplain Mapping.............................................................................................................1-2

1.4 Drainage Areas ..............................................................................................................................1-2 Technical Approach..............................................................................................................................2-1

2.1 Hydrology Analysis.........................................................................................................................2-1

2.1.1 Design Criteria........................................................................................................................2-1

2.1.2 Hydrologic Modeling Software and Parameters.....................................................................2-1

2.1.3 Study Area Hydrology ............................................................................................................2-2

2.2 Hydraulics Analysis ........................................................................................................................2-4

2.2.1 Hydraulic Modeling Software and Parameters.......................................................................2-4

2.2.2 GIS Data.................................................................................................................................2-4

2.2.3 Assumptions and Limitations .................................................................................................2-4

2.2.4 Existing Conditions.................................................................................................................2-4

2.2.5 Proposed Conditions ..............................................................................................................2-9

2.3 Capital Improvement Program .....................................................................................................2-11

2.3.1 Prioritization Evaluation Criteria ...........................................................................................2-11

2.3.2 Capital Improvement Projects ..............................................................................................2-12 Jonathan Storm Channel......................................................................................................................3-1

3.1 Watershed A Hydrology Analysis...................................................................................................3-1

3.1.1 Known Flooded Areas............................................................................................................3-1

3.1.2 Hydrology Results Summary 10-, 25-, 100-Year Storm Events ............................................3-1

3.2 Hydraulic Analysis..........................................................................................................................3-3

3.2.1 Existing Condition...................................................................................................................3-3

3.2.2 Recommended Improvements ...............................................................................................3-5

3.2.3 Cost Estimates .......................................................................................................................3-7 Stanton Storm Channel ........................................................................................................................4-1

4.1 Watershed B Hydrology Analysis...................................................................................................4-1

4.1.1 Known Flooded Areas............................................................................................................4-1

4.1.2 Hydrology Results Summary 10-, 25-, 100-Year Storm Events ............................................4-4

4.2 Hydraulic Analysis........................................................................................................................4-10

4.2.1 Existing Condition.................................................................................................................4-10

4.2.2 Recommended Improvements .............................................................................................4-16

4.2.3 Cost Estimates .....................................................................................................................4-21

4.2.4 Discussion of Improvements ................................................................................................4-21 Anaheim-Barber City Channel .............................................................................................................5-1

5.1 Watersheds C, D, and E Hydrology Analysis.................................................................................5-1

5.1.1 Known Flooded Areas............................................................................................................5-1

5.1.2 Hydrology Results Summary 10-, 25-, 100-Year Storm Events ............................................5-2 Table of Contents ii

5.2 Hydraulic Analysis..........................................................................................................................5-5

5.2.1 Existing Condition...................................................................................................................5-5

5.2.2 Recommended Improvements ...............................................................................................5-7

5.2.3 Cost Estimates .......................................................................................................................5-8

5.2.4 Discussion of Improvements ..................................................................................................5-9 Capital Improvement Program.............................................................................................................6-1

6.1 Prioritization Evaluation Criteria .....................................................................................................6-1

6.1.1 CCTV Inspection Results .......................................................................................................6-1

6.1.2 Depth of Flooding...................................................................................................................6-1

6.1.3 Known Flooded Areas............................................................................................................6-2

6.1.4 Proximity to Critical Infrastructure ..........................................................................................6-2

6.1.5 Downstream to Upstream Prioritization .................................................................................6-3

6.2 Criteria Weighting Summaries .......................................................................................................6-3

6.3 CIP Prioritization Results ...............................................................................................................6-4

6.4 Summary of CIP Costs.................................................................................................................6-14

6.5 Future Considerations..................................................................................................................6-15 References............................................................................................................................................... R-1 Tables
Table E-1: OCFCD Drainage Facilities in Study Area .............................................................................. E-1 Table E-2: CIP Prioritization Evaluation Criteria ....................................................................................... E-3 Table 1-1: OCFCD Drainage Facilities in Study Area................................................................................1-1 Table 2-1: Hydrology Background Information ..........................................................................................2-1 Table 2-2: Downstream Control Recommendations for Future County Systems......................................2-8 Table 2-3: Design Protection levels for Streets..........................................................................................2-9 Table 2-4: Nomenclature for Recommended Improvements.....................................................................2-9 Table 2-5: Unit Price for Drainage Facilities ............................................................................................2-10 Table 2-6: O&M Cost Estimate ................................................................................................................2-11 Table 2-7: CIP Prioritization Evaluation Criteria.......................................................................................2-11 Table 3-1: Hydrology Summary of Results ................................................................................................3-1 Table 3-2: Hydraulic Model Assumptions ..................................................................................................3-3 Table 3-3: Flooded Storm Drain Pipe Segments .......................................................................................3-4 Table 3-4: Facilities to be Improved...........................................................................................................3-5 Table 3-5: Cost Estimates for Projects Located in Jonathan Storm Channel Tributary Area....................3-7 Table 4-1: Hydrology Summary of Results ................................................................................................4-4 Table 4-2: Hydraulic Model Assumptions ................................................................................................4-10 Table 4-3: Flooded Storm Drain Pipe Segments .....................................................................................4-12 Table 4-4: Facilities to be Improved.........................................................................................................4-16 Table 4-5: Cost Estimates for Projects Located in Stanton Storm Channel Tributary Area ....................4-21 Table 5-1: Hydrology Summary of Results ................................................................................................5-2 Table 5-2: Hydraulic Model Assumptions ..................................................................................................5-6 Table 5-3: Flooded Storm Drain Pipe Segments .......................................................................................5-6 Table 5-4: Facilities to be Improved...........................................................................................................5-7 Table 5-5: Project Cost Estimates Located in Jonathan Storm Channel Tributary Area...........................5-9 Table 6-1: Summary of Defect Condition Grade Severities.......................................................................6-1 Table 6-2: Depth of Flooding Prioritization Scoring ...................................................................................6-2 Table 6-3: Known Flooded Areas Prioritization Scoring ............................................................................6-2 Table 6-4: Critical Infrastructure Prioritization Scoring ..............................................................................6-2 Table 6-5: Downstream to Upstream Prioritization Scoring.......................................................................6-3 Table 6-6: Evaluation Criteria Weighting ...................................................................................................6-3 Table 6-7: Final Project Prioritization Ranking...........................................................................................6-3 Table 6-8: Stanton Storm Drain Segment Prioritization.............................................................................6-5 Table 6-9: Capital Improvement Program (CIP) Cost Summary .............................................................6-14 Table of Contents iii
Figures
Figure E-1: Improvement Projects and Prioritization Overview ................................................................ E-4 Figure 1-1: Project Location Map..............................................................................................................1-3 Figure 1-2: OCFCD Drainage Facilities Map .............................................................................................1-4 Figure 1-3: Land Use Map of City ..............................................................................................................1-5 Figure 1-4: FEMA Floodplain Map .............................................................................................................1-6 Figure 1-5: Watershed Overview of Study Area ........................................................................................1-7 Figure 2-1: Hydrologic Soil Groups Map....................................................................................................2-3 Figure 2-2: Existing Drainage System Overview .......................................................................................2-6 Figure 2-3: CCTV Areas.............................................................................................................................2-7 Figure 2-4: Improvement Projects and Prioritization Overview................................................................2-13 Figure 3-1: Improvement Projects and Prioritization for Watershed A ......................................................3-8 Figure 3-2: Project 1...................................................................................................................................3-9 Figure 3-3: Project 2.................................................................................................................................3-10 Figure 3-4: Project 3.................................................................................................................................3-11 Figure 3-5: Project 4.................................................................................................................................3-12 Figure 3-6: Project 5.................................................................................................................................3-13 Figure 3-7: Project 6.................................................................................................................................3-14 Figure 4-1: Improvement Projects and Prioritization for Watershed B ....................................................4-23 Figure 4-2: Project 7.................................................................................................................................4-24 Figure 4-3: Project 8.................................................................................................................................4-25 Figure 4-4: Project 9.................................................................................................................................4-26 Figure 4-5: Project 10...............................................................................................................................4-27 Figure 4-6: Project 11...............................................................................................................................4-28 Figure 4-7: Project 12...............................................................................................................................4-29 Figure 4-8: Project 13...............................................................................................................................4-30 Figure 4-9: Project 14...............................................................................................................................4-31 Figure 4-10: Project 15.............................................................................................................................4-32 Figure 4-11: Project 16.............................................................................................................................4-33 Figure 4-12: Project 17.............................................................................................................................4-34 Figure 4-13: Project 18.............................................................................................................................4-35 Figure 4-14: Project 19.............................................................................................................................4-36 Figure 4-15: Project 20.............................................................................................................................4-37 Figure 4-16: Project 21.............................................................................................................................4-38 Figure 4-17: Project 22.............................................................................................................................4-39 Figure 5-1: Improvement Projects and Prioritization for Watersheds C, D, and E ..................................5-10 Figure 5-2: Project 23...............................................................................................................................5-11 Figure 5-3: Project 24...............................................................................................................................5-12 Figure 5-4: Project 25...............................................................................................................................5-13 Figure 5-5: Project 26...............................................................................................................................5-14 Figure 5-6: Project 27...............................................................................................................................5-15 Figure 5-7: Project 28...............................................................................................................................5-16 Exhibits
Exhibit 1: Hydrology Map – Jonathan Storm Channel
Exhibit 2: Hydrology Map – Stanton Storm Channel
Exhibit 3: Hydrology Map – Anaheim-Barber City Channel
Appendices
A. Existing Condition Hydrology

1. 10-YR

2. 25-YR

3. 100-YR
B. Existing Condition Hydraulics
C. Existing Condition Depth of Flooding
D. CCTV Data
Table of Contents iv

1. PDF Reports

2. Summary Reports
E. Proposed Condition Hydrology

1. 10-YR

2. 25-YR

3. 100-YR
F. Proposed Condition Hydraulics
G. Proposed CIP Projects and Cost Estimates
H. CIP Prioritization Calculations
Additional Enclosures Files Not Part of Report

1. Appendix A - Existing Condition AES RATSC 2010 Hydrology Models

2. Appendix B - Existing Condition XPSWMM Version 2023.2 Hydraulic Models

3. Appendix D - CCTV Digital Data

4. Appendix E - Proposed Condition AES RATSC 2010 Hydrology Models

5. Appendix F - Proposed Condition XPSWMM Version 2023.2 Hydraulic Models

6. GIS Data
Stanton Master Plan of Drainage E-1
Executive Summary
Executive Summary
E.1 General
The purpose of the 2025 Master Plan of Drainage (MPD) update for the City of Stanton is to improve the Cityís existing drainage system to provide the level of flood control recommended by the County of Orange.

The 2025 MPD update provides comprehensive long-range planning for drainage facility improvements, determines the cost of implementing the facilities, and discusses funding priorities of the improvements.

The information contained in the 2025 MPD is intended to provide an update of the previous masterplans and was prepared at a preliminary engineering level consistent with the development of a MPD. The 2025 MPD update is based on the design criteria outlined in the Orange County (OC) Hydrology Manual, October 1986, along with the County of Orange Department of Public Works (OCPW) Local Drainage Manual, December 2021. The 2025 MPD update covers the City of Stanton study area tributary to the existing Orange County Flood Control District (OCFCD) drainage facilities shown in Table E-1 below.

Table E-1: OCFCD Drainage Facilities in Study Area
Facility Name Facility Number
Knott-Cerritos Storm Drain C02P03
Jonathan Storm Channel C02S03
Dale-Cerritos Storm Drain C02P08
Stanton Storm Channel C02S01
Chapman-Dale Storm Drain C03P06
Lampson Storm Drain C03P05
Anaheim-Barber City Channel C03
Rosalia Storm Channel C03S04
Chapman-Beach Storm Drain C03P04
Garden Grove Storm Drain C03P17
E.2 Hydrology and Hydraulics
The 2025 MPD update utilizes Orange County Hydrology Methodology to calculate the 10-, 25-, and 100- year flowrates for the study area following the 1986 OC Hydrology Manual. All three flowrates were used in the street flow hydraulics calculations. The 10-year event with tailwater (or scenario with a downstream control applied) and the 25-year event with tailwater in sump conditions was used to size storm drains in the proposed condition, consistent with the 2021 OCPW Local Drainage Manual.

E.3 Drainage Areas
The City of Stanton is ultimately tributary to the following three downstream OCFCD channels: Jonathan Storm Channel (C02S03), Stanton Storm Channel (C02S01), and Anaheim-Barber City Channel (C03).

E.3.1 Jonathan Storm Channel (C02S03)
Local drainage facilities that discharge to Jonathan Storm Channel (C02S03) are tributary to Watershed A.

Watershed A is the most northwestern watershed within the study area and is bound by Ball Road to the North and Knott Avenue to the West. Watershed A is comprised of approximately 434 acres and outlets into existing OCFCD drainage facilities: Knott-Cerritos Storm Drain (C02P03), and ultimately Jonathan Storm Channel (C02S03). Watershed A is predominately comprised of residential land uses, intermingled Stanton Master Plan of Drainage E-2
Executive Summary
with commercial areas. The northwestern portion of the watershed contains Hansen Elementary School and Anaheim Community Hospital. Watershed A is made up of 66 sub-watershed areas with approximately 43 contained within the City of Stanton City limits and the remaining 23 sub-watershed areas as part of the adjacent City of Anaheim. Projects 1-6 of the Capital Improvement Program (CIP) are tributary to Jonathan Storm Channel (C02S03) with a total estimated improvement cost (2025 dollars) of $8,208,300.

E.3.2 Stanton Storm Channel (C02S01)
Local drainage facilities that discharge to Stanton Storm Channel (C02S01) are tributary to Watershed B.

Watershed B runs in the southwest direction along the northern portion of the study area and is the largest watershed comprised of approximately 1,588 acres. Watershed B outlets into existing OCFCD drainage facilities: Dale-Cerritos Storm Drain (C02P08), and ultimately Stanton Storm Channel (C02S01). Watershed B is predominately comprised of residential and commercial land uses and contains City landmarks such as Stanton Central Park and City Hall. Watershed B is made up of 204 sub-watershed areas with approximately 138 contained within the City of Stanton City limits, 35 as part of the adjacent City of Anaheim, 20 as part of the adjacent City of Garden Grove, and the remaining 11 sub-watershed areas as part of adjacent unincorporated Orange County. Since Watershed B is the largest watershed in the study area, it was divided into four (4) areas for hydrologic modeling: Model Area B, Model Area BA, Model Area BB, and Model Area BC. Projects 7-22 of the CIP are tributary to Stanton Storm Channel (C02S01) with a total estimated improvement cost (2025 dollars) of $59,639,920.

E.3.3 Anaheim-Barber City Channel (C03)
Local drainage facilities that discharge to Anaheim-Barber City Channel (C03) are tributary to Watersheds C, D, and E. Watershed C of the study area is bound by Orangewood Avenue to the North and AnaheimBarber City Channel to the South. Watershed D is bound primarily by Anaheim-Barber City Channel to the West and Lampson Avenue to the South. Watershed E is the smallest watershed in the study area bound primarily by Lampson Avenue to the North and Garden Grove Boulevard to the South. Collectively, Watersheds C, D, and E are comprised of approximately 1278 acres. Watershed C outlets into existing OCFCD drainage facilities: Chapman-Beach Storm Drain (C03P04), Rosalia Storm Channel (C03S04), and ultimately Anaheim-Barber City Channel (C03). Watershed D outlets into Chapman-Dale Storm Drain (C03P06), Lampson Storm Drain (C03P05), and ultimately Anaheim-Barber City Channel (C03).

Watershed E outlets into Garden Grove Storm Drain (C03P17), and ultimately Anaheim-Barber City Channel (C03). Watersheds C, D, and E are comprised primarily of residential land uses, intermingled with apartment and commercial areas. The southwest portion of Watershed C contains Plaza Galleria Shopping Center, Watershed D contains Magnolia Memorial Park located in the center of the watershed, and the southwest portion of Watershed E contains Rodeo 39 Public Market. Watersheds C, D, and E are made up of 111 sub-watershed areas with approximately 59 contained within the City of Stanton City limits, 37 as part of the adjacent City of Garden Grove, and the remaining 15 sub-watershed areas as part of adjacent unincorporated Orange County. Projects 23-28 of the CIP are tributary to Anaheim-Barber City Channel (C03) with a total estimated improvement cost (2025 dollars) of $4,363,700.

E.4 Cost Estimates
Preliminary cost estimates were created for proposed condition facilities where upsizing, replacement, extensions, operations and maintenance (O&M), and pipe removal was recommended. Cost estimates were based on estimated 2025 rates.

The calculated cost estimates include costs for engineering, construction, SWPPP, surveying, construction management and contingencies. Water Quality Management Plan (WQMP) costs were accounted for within the engineering costs. Unit price for pipe installation uses a unit of measure in cost per linear foot and includes cost for excavation, shoring, bedding, backfill, compaction, removal of excess material, and trench resurfacing. Unit price for pipe removal was assumed as 20% of the unit price for pipe installation of the size to be removed using a unit of measure in cost per linear foot.

The total cost for the 2025 MPD update is estimated to be approximately $72 million (2025 dollars).

However, due to the fact that construction will take place over a number of years, the total cost of master Stanton Master Plan of Drainage E-3
Executive Summary
plan implementation will vary from the numbers provided in this study. The funding programs shall be adjusted to the future construction cost indexes for the design and/or construction of all recommended improvements.

E.5 Capital Improvement Program
E.5.1 Prioritization Evaluation Criteria
A priority ranking was developed with the City for all proposed storm drain facilities. The goal of the priority ranking system is to establish projects of greatest importance to be included in the Cityís CIP and determine which of these projects should be considered for improvements first when funding becomes available. The five evaluation criteria for priority ranking are summarized in Table E-2 below:

Table E-2: CIP Prioritization Evaluation Criteria
Criteria Description
Closed-Circuit
Television (CCTV)
Inspection
Prioritizes existing storm drain systems classified as defective per CCTV 2024 inspections. CCTV condition assessment allows for informed decision-making regarding repairs or maintenance to prevent future drainage problems Depth of Flooding
Prioritizes existing storm drain systems that do not hydraulically achieve 10-year flood protection levels or 25-year flood protection levels in sump conditions as required by the 2021 OCPW Local Drainage Manual. Depth of flooding has the potential to inundate structures and create a threat to human life Known Flooded
Areas
Prioritizes existing storm drain systems in locations of known flooded areas as reported by the City, local businesses, and residents
Proximity to Critical
Infrastructure
Prioritizes projects within a 1000-foot radius of critical infrastructure where the consequences of flooding can be severe
Downstream to
Upstream
Prioritization
Prioritizes downstream infrastructure with the potential of benefiting larger watershed areas by reducing the tailwater for tributary systems E.5.2 Capital Improvement Projects
To assist with the Cityís funding priorities for their CIP schedule, the prioritization evaluation criteria discussed in Section E.5.1 was applied to all know City storm drain segments (including segments for proposed extensions of existing systems). Based on the results, each segment was categorized by a weighted prioritization that ranges between Prioritization 1 (most severe) to Prioritization 4 (least severe).

In total, 28 capital improvement projects (groups of storm drain segments) were selected with prioritization available to provide guidance for the City in developing a CIP funding schedule. See Figure E-1 for an overview of the prioritization for all tested storm drain segments and project locations within the City. Note that project numbering is based on location and should not be interpreted as the order of priority for the Cityís CIP funding schedule.

P:IC214\GIS\Pro'ects\C214 StantonStormDrainMasterPlan\C214 StantonStormDrainMasterPlan.a rx - RP2d - Prioritization Overall E-1 - Prioritization 1
- Prioritization 2
Legend
_ Existing County
System

CITY OF STANTON

MASTER PLAN OF DRAINAGE
-c=--
2,000
c====::J
3,000
Feet

CAPITAL IMPROVEMENT PROJECTS

AND PRIORITIZATION OVERVIEW
Figure E-1
Stanton Master Plan of Drainage 1-1
Section 1 ñ Introduction
1 Introduction

1.1 Purpose
The purpose of the 2025 Master Plan of Drainage (MPD) update for the City of Stanton is to improve the Cityís existing drainage system to provide the level of flood control recommended by the County of Orange.

The information contained in the 2025 MPD is intended to provide an update of the previous masterplans and was prepared at a preliminary engineering level consistent with the development of a MPD. The 2025 MPD update is based on the design criteria outlined in the Orange County (OC) Hydrology Manual, October 1986, along with the County of Orange Department of Public Works (OCPW) Local Drainage Manual, December 2021. See Figure 1-1 for a project location map. The 2025 MPD update covers the City of Stanton study area tributary to the existing Orange County Flood Control District (OCFCD) drainage facilities shown in Table 1-1 below. For an OCFCD drainage facilities map of the study area see Figure 1-2.

Table 1-1: OCFCD Drainage Facilities in Study Area
Facility Name Facility Number
Knott-Cerritos Storm Drain C02P03
Jonathan Storm Channel C02S03
Dale-Cerritos Storm Drain C02P08
Stanton Storm Channel C02S01
Chapman-Dale Storm Drain C03P06
Lampson Storm Drain C03P05
Anaheim-Barber City Channel C03
Rosalia Storm Channel C03S04
Chapman-Beach Storm Drain C03P04
Garden Grove Storm Drain C03P17

1.2 Background
The City of Stanton is comprised of approximately 3.1 square miles (1,984 acres) of mostly developed land located in north western Orange County. As seen in Figure 1-2, the City of Stanton is bounded by the Cities of Cypress, Anaheim, Garden Grove and parts of Unincorporated Orange County. The land use within the City consists of a mixture of residential uses such as single family housing, apartments, condominium complexes, and mobile home parks. Additionally, the City consists of commercial and light industrial land uses along its major streets. See Figure 1-3 for a City land use map. The City of Stanton is bisected by Beach Boulevard (State Highway 39), which runs north and south through the center of the City. Ball Road, Garden Grove Boulevard, Knott Avenue, and Magnolia Avenue are the major streets located approximately at the northern, southern, western, and eastern boundaries of the City, respectively (see Figure 1-2).

A MPD was first established in 1971 by the VTN Corporation for the City of Stanton. The 1971 report was updated in 1985 by BSI Consultants for the reimplementation of the MPD and was equivalent in scope to the 1971 plan. The 1985 MPD was further modified in 1991 by RBF Consulting to account for design criteria revisions made to the Orange County Hydrology Manuel in 1986. In 2025, the City of Stanton hired PACE to look into improving the Cityís existing drainage assets and provide the level of flood control recommended by the County of Orange while updating the MPD. This document is the updated version of the MPD.

Stanton Master Plan of Drainage 1-2
Section 1 ñ Introduction

1.3 FEMA Floodplain Mapping
The City of Stanton is a participant in the National Flood Insurance Program (NFIP). Communities participating in the NFIP must adopt and enforce minimum floodplain management standards, including identification of flood hazards and flooding risks. Participation in the NFIP allows communities to purchase low cost insurance protection against losses from flooding. The maps are effective December 3, 2009 with various floodplain changes such as Letter of Map Revisions (LOMR) that were approved after the published date. The FEMA flood zones located within the City of Stanton are shown in Figure 1-4.

1.4 Drainage Areas
The City of Stanton is ultimately tributary to the following three downstream OCFCD channels: Jonathan Storm Channel (C02S03), Stanton Storm Channel (C02S01), and Anaheim-Barber City Channel (C03).

Therefore, the 2025 MPD update is divided into three sections for local drainage facilities that discharge to Jonathan Storm Channel (C02S03), local drainage facilities that discharge to Stanton Storm Channel (C02S01), and local drainage facilities that discharge to Anaheim-Barber City Channel (C03). The study area for the 2025 MPD update is made up of five (5) watersheds: Watershed A, Watershed B, Watershed C, Watershed D, and Watershed E. Local drainage facilities that discharge to Jonathan Storm Channel (C02S03) are tributary to Watershed A, local drainage facilities that discharge to Stanton Storm Channel (C02S01) are tributary to Watershed B. and local drainage facilities that discharge to Anaheim-Barber City Channel (C03) are tributary to Watersheds C, D, and E. See Figure 1-5 for a general watershed overview map of the study area.

Stanton Master Plan of Drainage 2-1
Section 2 ñ Technical Approach
2 Technical Approach

2.1 Hydrology Analysis

2.1.1 Design Criteria
This study utilizes Orange County Hydrology Methodology to calculate the 10-, 25-, and 100-year flowrates for the study area. All three flowrates were used in the street flow hydraulics calculations. The design criteria for the 2025 MPD update is consistent with the 1991 MPD update which is generally consistent with the 1986 OC Hydrology Manual. With the exception of Addendum No. 1 developed in 1991 by Orange County Public Works (OCPW), formerly known as Orange County Environmental Management Agency (OCEMA).

Addendum No. 1 recommends a maximum distance of 330-feet for initial sub-watersheds in developed areas. Moreover, the County of Orange is currently contemplating updates to its 1986 Hydrology Manual, however, this update may be many years in the future and is not anticipated to change the results of this hydrologic study.

2.1.2 Hydrologic Modeling Software and Parameters
Since all of the tributaries to the City storm drains in the study area are less than 640 acres, the rational method hydrologic methodology was used for modeling the existing and proposed 10-, 25-, and 100-year storm conditions. Some of the hydrology models show watersheds that are greater than 640 acres, due to the inclusion of upstream regional channel, however, since the individual City storm drain are less than 640 acres, only rational method hydrology was used consistent with the 1991 Master Plan. The hydrology models were run using the Advanced Engineering Software (AES) RATSC 2010. The existing condition hydrology results are included in Appendix A and the proposed condition hydrology results are included in Appendix E of this report. The major difference between the existing and proposed conditions is the addition of the proposed storm systems in between hydrologic nodes with inadequate capacity to convey the general flows. The parameters required for the hydrology analysis include the following: topography, as-built data, hydrologic soil types, land use, and satellite imagery. Table 2-1 below describes the hydrologic parameters and their source data.

Table 2-1: Hydrology Background Information
Hydrologic
Parameter Source Model Use
Topography 1991 MPD, GIS The Cityís 1991 MPD update was used for sub-watershed elevations, lengths, and slopes. If data were not available or if a sub-watershed area was modified, the topography was measured based on a GIS digital elevation model (DEM) acquired from the County of Orange.

As-builts City As-builts
for storm drains
and streets
Primarily for elevations and slopes of streets and storm drains and to determine tributary areas.

Hydrologic
Soil Groups
1991 MPD Soils data used in the 2025 hydrology are consistent with the 1991 MPD update, containing predominately Soil Group ìBî which has moderate infiltration, with dispersed areas of Soil Group ìCî which has slow infiltration. See Figure 2-1 for hydrologic soil groups of the study area based on the 1991 MPD.

Land Use
Data
1991 MPD,
Google Earth
Land use data used in the 2025 hydrology are consistent with the Cityís General Plan as well as the 1991 MPD update which is in accordance with the 1986 OC Hydrology Manual. Sub-watersheds with changes contain land uses determined with the assistance of Google Earth satellite imagery. The study area consists primarily of Residential and Commercial land uses.

Stanton Master Plan of Drainage 2-2
Section 2 ñ Technical Approach
Hydrologic
Parameter Source Model Use
Satellite
Imagery
Google Earth,
Bluebeam
Used to further refine the Cityís sub-watershed area boundaries and measure areas where updates were applicable.

2.1.3 Study Area Hydrology
Watershed A consists of those sub-watershed areas and local drainage facilities in the study area tributary to Jonathan Storm Channel (C02S03). See Exhibit 1 of this report for a hydrology map of the study area tributary to Jonathan Storm Channel. Watershed B consists of those sub-watershed areas and local drainage facilities in the study area tributary to Stanton Storm Channel (C02S01). Since Watershed B is the largest watershed in the study area, it was divided into four (4) areas for hydrologic modeling: Model Area B, Model Area BA, Model Area BB, and Model Area BC. See Exhibit 2 of this report for a hydrology map of the study area tributary to Stanton Storm Channel. Watersheds C, D, and E consists of those subwatershed areas and local drainage facilities in the study area tributary to Anaheim-Barber City Channel (C03). See Exhibit 3 of this report for a hydrology map of the study area tributary to Anaheim-Barber City Channel.

Stanton Master Plan of Drainage 2-4
Section 2 – Technical Approach

2.2 Hydraulics Analysis

2.2.1 Hydraulic Modeling Software and Parameters
The hydraulic analysis for the 2025 MPD update was prepared using XP Stormwater and Wastewater Management Model (XPSWMM) 2023.2 application for all known City drainage systems with available data.

Hydraulics mode within the XPSWMM application was used to simulate the storage and transport of stormwater through the City’s drainage facilities in the form of a link and node network. Georeferenced link and node data of the City’s drainage system was exported from ArcGIS software and imported into the XPSWMM application. The links in the system represent channels and pipes whereas the nodes represent catch basins, junction structures, and manholes. Once the link and node network was imported, the hydraulic parameters such as: pipe/channel size, length, slope, flowrates, roughness coefficients, invert elevations, number of barrels, ground elevations and entrance and exit losses were input into the model.

The source data for the hydraulic parameters was obtained from GIS data provided by the City, supplemented with GIS data obtained from the County. Additional adjustments were made based on site visits, aerial and street view assessments, Closed-Circuit Television (CCTV) pipe inspections, and as-built plans. Flowrates were taken from the updated 2025 existing condition hydrology results provided in Appendix A.

2.2.2 GIS Data
The master plan includes a GIS naming convention for the hydraulic modeling and for general reference in the study. The study named the Storm Drains and related manholes and junctions, based on the storm drain line IDs. The Line SD have two components: a Reach ID and a Short ID (i.e.C02S01-37-STN-10000).

Reach IDs is taken from the county facility and reach number downstream of the line (i.e., C02S01 which is the Stanton Storm Channel). The Short ID consists of an abbreviation for the city (STN) and a 5-digit number that increase you move upstream (i.e., STN-10000). The first two digits in the Short ID are for branches. The next two digits are for the lines along the branch. The last digit was used if the line needed further subdivision for hydraulic modeling purposes, like grade breaks, manholes, and junction structures.

The data set also includes county storm drain lines which were given a -OC suffix and an additional number if line was later subdivided. GIS data for nodes, existing drainage system, proposed drainage system, other/unknown systems, existing lateral and catch basins, proposed laterals and catch basins, digitized 1986 soils, and sub-watersheds for the study area are included in Additional Enclosure 6 of this report.

2.2.3 Assumptions and Limitations
Hydraulic modeling for the 2025 MPD update is limited to the mainlines of the City’s storm drain network and does not include design level details or identify inlet sizing. Prior to final design additional field investigation and detailed engineering analysis should be conducted. Hydraulic modeling for this study uses constant (or steady) flows which are generally considered more conservative and recommended by the County for master planning and proposed pipe sizing. However, it should be considered that flows in the hydraulic model are assumed to be free flowing and unobstructed of any structural or O&M deficiencies, which may not reflect the actual condition of the systems. A simulation time of 3-hours was used in the 2025 hydraulic analysis.

2.2.4 Existing Conditions
A hydraulic analysis of the City’s existing storm drain system with available data was prepared using the updated 2025 hydrology to identify potential street and storm drain deficiencies. See Figure 2-2 for an existing drainage system overview of the City and it’s known flooded areas. The existing conditions hydraulics were analyzed under two conditions: a free outfall (or zero tailwater) condition and a condition with tailwater (or scenario where a downstream control is applied). The free outfall condition was analyzed to identify systems with the greatest flooding potential to include in the City’s Capital Improvement Program whereas the with tailwater condition was used to identify systems that are undersized and do not meet the County’s protection levels for street flow. The following sub-sections describe the methods used to analyze the existing condition hydraulics.

Stanton Master Plan of Drainage 2-5
Section 2 ñ Technical Approach

2.2.4.1 CCTV Pipe Inspections
Since many existing systems did not have as-builts or GIS data available to provide pipe parameters necessary for hydraulic modeling, CCTV inspections were conducted to gather information. The CCTV nomenclature is different than the nomenclature used in the Master Plan updated GIS data base. The CCTV naming is based on structure type: B for catch basin, M for manhole and JS for Junction structure.

The overall naming is related to the catch basin number starting at the catch basin. For instance, if B-236 represents a catch basin, the subsequent downstream structure manhole would be labeled as MH-B -236.

If there is another manhole preceding the next named structure, it would be noted as MH-B-236-A, until a subsequent structure is reached. CCTV inspection results provided size, shape, slope, number of barrels, pipe material, and invert elevations for unknown systems in the City, as well as a condition assessment of the systems that is useful for operations and maintenance (O&M) purposes. CCTV reports, videos, and summaries are included in Appendix D. For an overview of City drainage facilities that underwent CCTV inspections during the 2025 MPD update see Figure 2-3.

Stanton Master Plan of Drainage 2-8
Section 2 ñ Technical Approach

2.2.4.2 Downstream Water Surface Control Elevations
Without many as-builts available to provide Hydraulic Grade Line (HGL) elevations for downstream control, PACE developed an approach based on the proposed future 10-year water surface elevation for the downstream facilities in the City. Since County channels are currently the tie in to the Cityís downstream drainage system, available data from the Countyís deficiency study excerpts were used to determine downstream control recommendations that are based on the Countyís proposed future channel sizes and flowrates. With concurrence from the City, PACE applied the downstream control elevations to the hydraulic model that were established by taking known top of County channel/box elevations and subtracting the calculated surface depth values provided in Table 2-2. In summary, downstream water surface control elevations were taken as 2-feet below the top of channel/box elevations for Stanton Storm Channel, 2.5- feet below the top of channel elevations for Jonathan Storm Channel, and 4-feet below top of channel elevations for Anaheim-Barber City Channel.

Table 2-2: Downstream Control Recommendations for Future County Systems OCFCD
Facility
Downstream
Limit
Upstream
Limit
Estimated
10-year Q
(cfs)
Normal
Depth
(ft)
Proposed
Height (ft)
Recommended
Master Plan Water
Surface Depth from
Future Top of
County
Channel/Box (ft)
Stanton
Storm
Channel
(C02S01)
Knott Ave Western
Ave 1,535 5.70 8.00 2.0
Stanton
Storm
Channel
(C02S01)
Western Ave Railroad 1,386 5.00 7.50 2.0
Stanton
Storm
Channel
(C02S01)
Railroad Beach
Blvd 1,386 4.66 7.00 2.0
Stanton
Storm
Channel
(C02S01)
Beach Blvd Katella
Ave 1,303 4.25 7.00 2.0
Stanton
Storm
Channel
(C02S01)
Katella Ave Dale St. 703 4.25 7.00 2.0
C02P08
(Stanton
Box)
Dale St Yana Dr. 512.8 6.30 7.00 2.0
C02P08
(Stanton
Box)
Cerritos Ave Yana Dr. 442.4 5.00 5.00 2.0
Jonathan
Storm
Channel
(C02S03)
City Limit U/S Limit 631 5.75 8.50 2.5
Anaheim
Barber
(C03)
Lampson Chapman 4,840 9.00 13.00 4.0
Stanton Master Plan of Drainage 2-9
Section 2 ñ Technical Approach

2.2.4.3 Street Capacity Hydraulics Analysis
For the existing conditions street capacity hydraulics analysis, PACE utilized the 2021 OCPW Local Drainage Manual. The County protection levels for streets are shown in Table 2-3 below.

Table 2-3: Design Protection levels for Streets
Type of Facility Storm Frequency Maximum Allowable Flooding Local Storm Drain 10-YR Top of Curb
Local Storm Drain in Sump Condition 25-YR Top of Curb
The existing condition hydraulic results include a profile of the HGL for each storm drain pipe and each open channel. The existing condition hydraulic results for the 10-year with tailwater and the 25-year with tailwater in sump conditions are including in Appendix B of this report. The magenta profile line seen in the hydraulic results represents the maximum water surface elevation (or HGL) encountered during the simulation. The blue profile line represents the final water surface elevation (or HGL) at the end of the simulation. If only a magenta profile line is visible this means the maximum and final water surface elevations are the same. If the magenta and blue profile lines differ, this means the flows underwent a transient (or ramp-up) period early in the simulation with temporary unsteady flow causing a momentary spike in HGL, then reverting back to the final water surface elevation once the simulation reaches stable state. To avoid numerical instability or unrealistic results, maximum water surface elevation values were omitted and final water surface elevation values were considered for all hydraulic depth of flooding calculations in the 2025 MPD update. If any final water surface elevation values exceeded the design protection levels addressed in Table 2-3, the existing system was classified as deficient.

2.2.5 Proposed Conditions
The proposed hydraulic analysis is an alternative analysis that indicates where storm drain pipes are needed and where existing pipes need to be increased in size or regraded to satisfy County criteria. The 10-year with tailwater and the 25-year with tailwater in sump conditions was used to size storm drains in the proposed condition, as recommended by the 2021 OCPW Local Drainage Manual. The proposed condition hydraulic results for the 10-year with tailwater and the 25-year with tailwater in sump conditions are including in Appendix F of this report. Comparing the proposed condition hydraulic results to the existing condition hydraulic results shows deficient systems in the existing condition meet the County level of flood protection in the proposed condition.

2.2.5.1 Pipe Nomenclature for Recommended Improvements
The nomenclature shown in Table 2-4 was used for the 2025 MPD update to describe the different types of proposed improvements recommended for all pipe segments in proposed system.

Table 2-4: Nomenclature for Recommended Improvements
Recommendation Abbreviation Description
Upsize (U) Proposed Upsize of Pipe Segment
Replace (R) Proposed Regrading of Pipe Segment but No Upsize O&M (O) Pipe Segment Contains O&M Defects Based on CCTV Data Extend (E) Proposed Extension of Pipe from an Existing System Delete (D) Remove Pipe Segment
No Improvement -
Pipe Segments with No Upsize, No Elevation Change, and No O&M Defects Detected
Segments marked (U) for upsize represent existing pipe segments where the HGL exceeded top of curb during the 10-year event and a recommended upsize is proposed. Segments marked (R) for Replace represent existing pipe segments with minimal cover where the HGL exceeded top of curb during the 10- year event and a recommended regrade is proposed without upsize. Segments marked (E) for Extend Stanton Master Plan of Drainage 2-10
Section 2 ñ Technical Approach
represent proposed pipe segments identified in the 2025 hydrology where street flow exceeded top of curb during the 10-year event and no current pipe exists. Recommended improvements were developed by taking deficient pipe segments that were modeled in the existing condition and grouping them together to make proposed projects.

2.2.5.2 Cost Estimates
Preliminary cost estimates were created for proposed condition facilities where upsizing, replacement, extensions, operations and maintenance (O&M), and pipe removal was recommended. Cost estimates were based on estimated 2025 rates.

Table 2-5: Unit Price for Drainage Facilities
Size Unit of Measure Unit Price (Install) Unit Price (Remove) 10" RCP FT - $35
18" RCP FT $205 $40
24" RCP FT $235 $48
27" RCP FT - $50
30" RCP FT $275 $55
36" RCP FT $315 $65
42" RCP FT $355 $75
48" RCP FT $410 $85
54" RCP FT $455 $95
60" RCP FT $525 $105
66" RCP FT $590 -
Double 30" RCP FT - $110
Double 30" Steel Pipe FT - $110
Double 36" RCP FT - $130
3'x2' RCB FT $560 -
4'x2' RCB FT $615 -
5'x2' RCB FT $655 -
4'x3' RCB FT $680 -
5'x2.5' RCB FT - $140
4'x4' RCB FT $830 -
7'x4' RCB FT $1,210 -
8'x2' RCB FT $1,265 -
8'x4' RCB FT $1,445 -
12'x5' RCB FT $2,750 -
Stanton Master Plan of Drainage 2-11
Section 2 ñ Technical Approach
Size Unit of Measure Unit Price (Install) Unit Price (Remove) Double 8'x3' RCB FT $2,745 -
13'x3.5' RECT Channel FT $1,940 -
13'x3.75' RECT Channel FT $2,060 -
4'x3.5' TRAP Channel FT - $275
Table 2-6: O&M Cost Estimate
O&M Condition Assessment Unit of Measure Unit Price
CCTV Pipe Inspection and Cleaning FT $16
24î Infiltration Internal Joint Seal EA $600
36î Infiltration Internal Joint Seal EA $800
48î Infiltration Internal Joint Seal EA $1,200
Infiltration Grout Repair EA $1,200
Encrustation Removal per Joint EA $500
Crack Repair EA $1,500
Hole Repair EA $3,000

2.3 Capital Improvement Program

2.3.1 Prioritization Evaluation Criteria
A priority ranking was developed with the City for all proposed storm drain facilities. The goal of the priority ranking system is to establish projects of greatest importance to be included in the Cityís CIP and determine which of these projects should be considered for improvements first when funding becomes available. The five evaluation criteria for priority ranking are summarized in Table 2-7 below.

Table 2-7: CIP Prioritization Evaluation Criteria
Criteria Description
Closed-Circuit
Television (CCTV)
Inspection
Prioritizes existing storm drain systems classified as defective per CCTV 2024 inspections. CCTV condition assessment allows for informed decision-making regarding repairs or maintenance to prevent future drainage problems Depth of Flooding
Prioritizes existing storm drain systems that do not hydraulically achieve 10-year flood protection levels or 25-year flood protection levels in sump conditions as required by the 2021 OCPW Local Drainage Manual. Depth of flooding has the potential to inundate structures and create a threat to human life Known Flooded
Areas
Prioritizes existing storm drain systems in locations of known flooded areas as reported by the City, local businesses, and residents
Proximity to Critical
Infrastructure
Prioritizes projects within a 1000-foot radius of critical infrastructure where the consequences of flooding can be severe
Downstream to
Upstream
Prioritization
Prioritizes downstream infrastructure with the potential of benefiting larger watershed areas by reducing the tailwater for tributary systems Stanton Master Plan of Drainage 2-12
Section 2 ñ Technical Approach

2.3.2 Capital Improvement Projects
To assist with the Cityís funding priorities for their CIP schedule, the prioritization evaluation criteria discussed in Section 2.3.1 was applied to all know City storm drain segments (including segments for proposed extensions of existing systems). Based on the results, each segment was categorized by a weighted prioritization that ranges between Prioritization 1 (most severe) to Prioritization 4 (least severe).

In total, 28 capital improvement projects (groups of storm drain segments) were selected with prioritization available to provide guidance for the City in developing a CIP funding schedule. See Figure 2-4 for an overview of the prioritization for all tested storm drain segments and project locations within the City. Note that project numbering is based on location and should not be interpreted as the order of priority for the Cityís CIP funding schedule. For further detail regarding the priority ranking and selection for proposed capital improvement projects see Section 6 (Capital Improvement Plan) of this report.

Stanton Master Plan of Drainage 3-1
Section 3 ñ Jonathan Storm Channel
3 Jonathan Storm Channel

3.1 Watershed A Hydrology Analysis
Local drainage facilities that discharge to Jonathan Storm Channel (C02S03) are tributary to Watershed A.

Watershed A is the most northwestern watershed within the study area and is bound by Ball Road to the North and Knott Avenue to the West. Watershed A is comprised of approximately 434 acres and outlets into existing OCFCD drainage facilities: Knott-Cerritos Storm Drain (C02P03), and ultimately Jonathan Storm Channel (C02S03). Watershed A is predominately comprised of residential land uses, intermingled with commercial areas. The northwestern portion of the watershed contains Hansen Elementary School and Anaheim Community Hospital. Watershed A is made up of 66 sub-watershed areas with approximately 43 contained within the City of Stanton City limits and the remaining 23 sub-watershed areas as part of the adjacent City of Anaheim.

3.1.1 Known Flooded Areas
No known flooded areas were reported by the City of Stanton for Jonathan Storm Channel tributary area as of 2025. See Figure 2-2 in Section 2 (Technical Approach) of this report for a map of known flooded area locations.

3.1.2 Hydrology Results Summary 10-, 25-, 100-Year Storm Events Watershed A drainage area is divided into 66 sub-watershed areas and Table 3-1 summarizes the existing condition peak 10-, 25-, and 100-year storm event discharge flow draining into each node. See Exhibit 1 of this report for a hydrology map of Watershed A drainage area. The existing condition and proposed condition hydrology results for the 10-, 25- and 100-year storm events are included in Appendix A and Appendix E of this report, respectively.

Table 3-1: Hydrology Summary of Results
Subarea Flow Path Area Q10 Q25 Q100
A-1 Overland 7.7 15.7 18.8 24.1
A-2 Street 18.4 42.2 51.7 67.1
A-3 Street 1.3 43.2 52.9 68.8
A-4 Overland 5.3 10.1 12.1 15.5
A-5 Street 8.2 20.1 24.6 32
Confluence Node 3 40.9 62.4 73.4 99.4
A-6 Street 6.4 66.8 82.3 107.6
A-7.1 C02P03-12 STN-40050 5.1 68.8 85 111.5
A-7.2 C02P03-12 STN-40040 3.8 73.6 91.1 119.6
A-9 Overland 6.9 10.2 12.5 16.1
A-10 Street 8.6 17.3 21.7 28.6
A-8 Overland 4.7 7.4 9 11.6
Confluence Node 7 20.2 23.7 29.5 38.8
A-11 Street 3.8 24.5 30.5 40.44
Confluence Node 5 80.2 95.7 118.7 156.1
A-12 C02P03-12 STN-40040 7.5 97.5 121.4 160
A-13 C02P03-12 STN-40030 7.5 98.4 122.9 162.2
A-14 Overland 7 10.2 12.4 16
Stanton Master Plan of Drainage 3-2
Section 3 ñ Jonathan Storm Channel
Subarea Flow Path Area Q10 Q25 Q100
A-14.1 Street 3.9 12.3 15.4 20.3
Confluence Node 10 106.1 110.1 137.7 181.8
A-16 C02P03-12 STN- 10120 10 115.8 145.1 191.7
A-17 C02P03-12 STN-10110 11 128.4 160.6 211.9
A-19 C02P03-12 STN-10110 4.6 129.9 162.7 214.9
A-15 Street 7.2 9 11 14.2
A-18 C02P03-12 STN-10082 & 10083 4.2 14 17.1 22.1
Confluence 12 143.1 141.4 177.2 234.3
A-20 C02P03-12 STN-10090 3.2 141.4 177.2 234.4
A-21 C02P03-12 STN-10090 4.4 145.5 182.6 241.6
A-22 C02P03-12 STN- 10060 3.6 145.5 182.6 241.6
A-23 C02P03-12 STN-10050 3.6 145.6 183.2 242.6
A-60 Street 2.75 4.5 5.5 7
A-61 Street 5.1 12.8 15.6 20.1
A-26 Street 1.2 13 16 20.9
A-24 Street 5.7 10 12.2 15.7
A-25 Street 6.6 16.7 20.7 27.2
Confluence 41 21.3 29.1 36 47.4
A-27 Street 9 36.9 46.2 61.2
Confluence 16 173.9 218.8 290.2
A-28 Street 4.5 173.9 218.8 290.2
A-63 Street 3.2 6.3 7.6 9.8
Confluence 17 195.9 177.2 222.9 295.7
A-29 Street 3.4 5.1 6.2 8
A-30 Street 4.8 9.8 12.1 15.8
A-31 Street 4.3 13.1 16.3 21.5
A-32 Street 2.5 14.5 18.2 24.1
Confluence 34 210.9 191.6 240.8 319.5
A-33 C02P03-12-STN-10020 11.1 191.7 241.8 321.3
A-34 C02P03-12-STN-10020 8 194.4 245.3 326
A-38 Overland 4.8 7.5 9.1 11.7
A-39 Street 6.5 14 17.4 22.9
A-40 Street 5.3 17.8 22.4 29.7
A-41 Street 6.4 21.8 27.8 37.2
A-42 Overland 10 14.1 17.2 22.2
A-43 Street 4.8 15.4 19.3 25.5
A-44 Street 15.7 33.4 41.5 54.3
Confluence 25 53.5 54 67.7 89.6
A-45 Overland 9.7 12.2 15 19.5
A-46 Street 9 17.2 21.8 29
Stanton Master Plan of Drainage 3-3
Section 3 ñ Jonathan Storm Channel
Subarea Flow Path Area Q10 Q25 Q100
A-47 Street 6.1 23.1 29.1 38.8
Confluence 27 78.3 76.1 95.6 126.7
A-48 Street 3.4 76.1 95.6 126.6
A-49 Street 8.2 76.1 95.6 126.6
A-35 Street 6 8.6 10.4 13.4
A-36 Street 7.4 14.3 17.7 23.3
Confluence 30 103.3 87.9 110.5 146.6
A-50 Street 4.6 87.9 110.5 147.1
Confluence 19 338 281.2 355.1 472.2
A-51 C02P03-11-OC 6.1 281.2 355.1 472.2
A-65 STN-20020 & 20030 8.6 17.9 21.5 27.6
A-64 Street 1.1 19.2 23.2 29.8
Confluence 20 353.8 290.1 366.2 486.7
A-52 Overland 8.2 11.6 14.2 18.3
A-53 Street 13.6 24.4 30.3 40
A-54 STN-10040 6.2 28.3 35.3 46.5
A-55 Overland 6 8.7 10.6 13.6
A-56 Street 17.1 24.5 30.7 40.6
A-57 Street 8.8 28.2 36 48.2
Confluence 38 59.9 55.7 70.3 93.5
A-59 STN-10030 1.1 55.7 70.3 93.5
A-62 Street 18.4 72.1 91.1 121.3
A-66 Street 0.75 72.6 91.1 121.3
Confluence 20 433.9 361 455.5 605.9

3.2 Hydraulic Analysis

3.2.1 Existing Condition
Table 3-2 below provides important modeling assumptions used for the existing condition hydraulic analysis for systems located in Jonathan Storm Channel tributary area.

Table 3-2: Hydraulic Model Assumptions
PACE_ID Street Assumption
C02P03-12-STN-40020
C02P03-12-STN-40030
C02P03-12-STN-40040
C02P03-12-STN-40041
Cody Dr and
Hickock Rd
Available Western Ave and Cody Dr plans contained
conflicting invert elevations for the Western-Cody tie in point (off by approx. 2ft) even though they both appear to be referencing the same vertical datum (NAVD88). Since
available CCTV video does not show a 2ft drop at the tie in point, the Western Ave plan invert elevation was
assumed given it coincides with the larger downstream
system and is more conservative. Therefore, the invert
elevations for the Cody-Hickock storm drain were
modeled by back calculating the Western Ave plan's
Stanton Master Plan of Drainage 3-4
Section 3 ñ Jonathan Storm Channel
C02P03-12-STN-40050
invert elevation at the Western-Cody tie in point, using the design length and slopes taken from the Cody Dr
plan.

C02P03-12-STN-10020
C02P03-12-STN-10021
Cerritos Ave
Plan not available, invert elevations were assumed
based on available upstream and downstream systems
and CCTV assessment. Pipe size was assumed based
on OCPW data.

C02P03-12-STN-10081 Ramblewood Dr
1998 plan calls out 30" RCP, 2009 plan calls out 18"
RCP. The more conservative option of 18" RCP was
assumed.

3.2.1.1 Results
Table 3-3 below provides a list of the storm drain segments that were flooded in the existing 10-year free outfall (or zero tailwater) condition based on the results of the hydraulic analysis. Free outfall conditions were used in the hydraulic model to identify and give prioritization to the most deficient systems in Watershed A. The identified deficient systems were then developed into improvement projects to propose into the Cityís Capital Improvement Program (see Section 6 for CIP details). The 10-year with tailwater (or scenario with a downstream control elevation applied) was also modeled and used to recommend improvements for systems that did not achieve County levels of flood protection. Scenarios for the existing 25- and 100-year with and without tailwater conditions were also modeled but not used for design since no existing facilities in the Jonathan Storm Channel tributary area were found to contain sump conditions.

Therefore, existing 25- and 100-year hydraulic results for the Jonathan Storm Channel tributary area are not included in this document, however, results are available upon the Cityís request. The existing condition hydraulic results for the 10-year with tailwater scenario are including in Appendix B of this report.

Table 3-3: Flooded Storm Drain Pipe Segments
PACE_ID Street/Easement Floods in the 10-YR Storm Event (Free Outfall Condition)
C02P03-03-STN-10010 Knott Ave
C02P03-03-STN-10020 Knott Ave
C02P03-03-STN-10030 Knott Ave
C02P03-03-STN-10031 Knott Ave
C02P03-03-STN-10032 Knott Ave
C02P03-03-STN-10040 Knott Ave
C02P03-12-STN-10020 Cerritos Ave
C02P03-12-STN-10100 Cerritos Ave
C02P03-12-STN-10110 Western Ave to Cerritos Ave
C02P03-12-STN-10120 Western Ave
C02P03-12-STN-10130 Western Ave
C02P03-12-STN-40020 Cody Dr
C02P03-12-STN-40030 Cody Dr
C02P03-12-STN-40040 Cody Dr X
C02P03-12-STN-40041 Hickock Rd X
C02P03-12-STN-40050 Cody Dr X
C02P03-12-STN-40051* Cody Dr X
C02P03-12-STN-20030* Knott Ave X
C02P03-12-STN-30010 Lexington St
Stanton Master Plan of Drainage 3-5
Section 3 ñ Jonathan Storm Channel
PACE_ID Street/Easement Floods in the 10-YR Storm Event (Free Outfall Condition)
C02P03-12-STN-30020 Lexington St
C02P03-12-STN-30030 Lexington St
C02P03-12-STN-30040* Lowden St X
C02P03-03-STN-20010 Bell St to Knott Ave
C02P03-03-STN-20011 Bell St to Knott Ave
C02P03-03-STN-20020 Bell St to Knott Ave
C02P03-03-STN-20021 Bell St to Knott Ave
C02P03-03-STN-20030 Bell St to Knott Ave
C02P03-12-STN-10021 Cerritos Ave
C02P03-12-STN-10030 Cerritos Ave
C02P03-12-STN-10040 Cerritos Ave
C02P03-12-STN-10050 Cerritos Ave
C02P03-12-STN-10060 Cerritos Ave
C02P03-12-STN-10070 Cerritos Ave
C02P03-12-STN-10080 Cerritos Ave
C02P03-12-STN-10090 Cerritos Ave
C02P03-12-STN-10081 Ramblewood Dr
C02P03-12-STN-10082 Ramblewood Dr
C02P03-12-STN-10083 Ramblewood Dr
*No current pipe segment exists, 10-year flow tops curb in existing condition hydrology model

3.2.2 Recommended Improvements
Table 3-4 provides the City storm drain systems within Watershed A that were found to be deficient and the improvements that are recommended (refer to Table 2-4 of the Technical Approach section of this report for recommendation nomenclature). See Appendix G for detailed table of improvements including proposed invert elevations for Replace (R) recommendations. As discussed in Section 3.2.1.1 above, proposed recommendations are based off the 10-year with tailwater hydraulic results. The proposed condition hydraulic results for the 10-year with tailwater scenario are included in Appendix F and show how the recommended improvements satisfy County level flood protection (HGL stays below top of curb during the 10-year event). Similar to the existing condition, the proposed 25- and 100-year hydraulic results for the Jonathan Storm Channel tributary area are available upon the Cityís request but not used for design.

Table 3-4: Facilities to be Improved
PACE_ID Street Name Recommendation Existing Size Proposed Size Project 1
C02P03-03-STN-10010 Knott Ave O 48" RCP No Upsize
C02P03-03-STN-10020 Knott Ave No Improvements 48" RCP No Upsize C02P03-03-STN-10030 Knott Ave O 42" RCP No Upsize
C02P03-03-STN-10031 Knott Ave O 42" RCP No Upsize
C02P03-03-STN-10032 Knott Ave O 42" RCP No Upsize
C02P03-03-STN-10040 Knott Ave O 36" RCP No Upsize
Project 2
Stanton Master Plan of Drainage 3-6
Section 3 ñ Jonathan Storm Channel
PACE_ID Street Name Recommendation Existing Size Proposed Size C02P03-12-STN-10020 Cerritos Ave U 60" RCP 66" RCP
Project 3
C02P03-12-STN-10100 Cerritos Ave R 60" RCP No Upsize
C02P03-12-STN-10110 Western Ave to
Cerritos Ave R 54" RCP No Upsize
C02P03-12-STN-10120 Western Ave R 54" RCP No Upsize
C02P03-12-STN-10130 Western Ave R 54" RCP No Upsize
C02P03-12-STN-40020 Cody Dr U 36" RCP 54" RCP
C02P03-12-STN-40030 Cody Dr U 30" RCP 54" RCP
C02P03-12-STN-40040 Cody Dr U 30" RCP 54" RCP
C02P03-12-STN-40041 Hickock Rd R 24" RCP No Upsize
C02P03-12-STN-40050 Cody Dr U 30" RCP 54" RCP
C02P03-12-STN-40051 Cody Dr E No Existing Pipe 36" RCP
Project 4
C02P03-12-STN-20030 Knott Ave E No Existing Pipe 42" RCP Project 5
C02P03-12-STN-30010 Lexington St O 24" RCP No Upsize
C02P03-12-STN-30020 Lexington St O 24" RCP No Upsize
C02P03-12-STN-30030 Lexington St O 24" RCP No Upsize
Project 6
C02P03-12-STN-30040 Lowden St E No Existing Pipe 30" RCP No Associated Project or Improvements
C02P03-03-STN-20010 Bell St to Knott
Ave No Improvements 30" RCP No Upsize
C02P03-03-STN-20011 Bell St to Knott
Ave No Improvements Transition No Upsize
C02P03-03-STN-20020 Bell St to Knott
Ave No Improvements 24" RCP No Upsize
C02P03-03-STN-20021 Bell St to Knott
Ave No Improvements Transition No Upsize
C02P03-03-STN-20030 Bell St to Knott
Ave No Improvements 18" RCP No Upsize
C02P03-12-STN-10021 Cerritos Ave No Improvements 60" RCP No Upsize C02P03-12-STN-10030 Cerritos Ave No Improvements 60" RCP No Upsize C02P03-12-STN-10040 Cerritos Ave No Improvements 60" RCP No Upsize C02P03-12-STN-10050 Cerritos Ave No Improvements 60" RCP No Upsize C02P03-12-STN-10060 Cerritos Ave No Improvements 60" RCP No Upsize C02P03-12-STN-10070 Cerritos Ave No Improvements 60" RCP No Upsize C02P03-12-STN-10080 Cerritos Ave No Improvements 60" RCP No Upsize C02P03-12-STN-10090 Cerritos Ave No Improvements 60" RCP No Upsize C02P03-12-STN-10081 Ramblewood Dr No Improvements 18" RCP No Upsize C02P03-12-STN-10082 Ramblewood Dr No Improvements 18" RCP No Upsize C02P03-12-STN-10083 Ramblewood Dr No Improvements 18" RCP No Upsize Stanton Master Plan of Drainage 3-7
Section 3 ñ Jonathan Storm Channel

3.2.3 Cost Estimates
Table 3-5 below provides an estimate of the construction cost of recommended improvements for drainage facilities located in Watershed A based on 2025 rates. Appendix G includes the detailed cost estimates for each recommended project. See Figure 3-1 for an overview of identified improvement projects in the Jonathan Storm Channel tributary area and their prioritization that is based on evaluation criteria discussed in Section 6 (Capital Improvement Program). Recommended improvement maps for all six (6) projects identified within Watershed A are included at the end of this chapter (Figure 3-2 through Figure 3-7) and also included in Appendix G.

Table 3-5: Cost Estimates for Projects Located in Jonathan Storm Channel Tributary Area Project Number Total Cost
1 $14,400
2 $2,160,800
3 $5,053,000
4 $334,700
5 $8,900
6 $636,500
Total $8,208,300

3.2.3.1 Discussion of Improvements
As seen in Table 3-5, Project 3 is the largest project in the Jonathan Storm Channel Tributary area in terms of cost followed by Project 2. Lowering the storm drain profile in Project 3 allows more cover for flood protection in the upstream pipe segments and the capability to upsize the portion of the system located on Cody Drive. However, upsizing the flooded segments located upstream allowed for more trapped flow to enter the system causing the downstream system to flood, which called for Project 2 to upsize and fix the problem. Therefore, construction of Project 2 before Project 3 would be advisable unless flooding in the location of Project 2 is less of a hazard to property. Projects with recommended extensions (E) from existing systems in streets where no storm drain exists are proposed to mitigate flow exceeding top of curb in the 10-year event (as detected in the existing condition hydrology). O&M (O) projects are based on defects identified from CCTV inspections. Appendix G includes a condition assessment summary in the detailed cost estimates for O&M projects and Appendix D provides the complete data for the 2024 storm drain CCTV inspections that were conducted as part of this MPD update. Since infiltration was detected for multiple pipes in Watershed A, this may be an indication of a high water table in the area. Therefore, it may be worthwhile for the City to CCTV the remaining systems in Watershed A to determine if any further infiltration defects are detected in the existing system.

Stanton Master Plan of Drainage 4-1
Section 4 ñStanton Storm Channel
4 Stanton Storm Channel

4.1 Watershed B Hydrology Analysis
Local drainage facilities that discharge to Stanton Storm Channel (C02S01) are tributary to Watershed B.

4.1.1 Known Flooded Areas
The City of Stanton has five (5) known flooding area locations within the Stanton Storm Channel tributary area. These areas have been documented by the City, local businesses, and residents. See Figure 2-2 in Section 2 (Technical Approach) of this report for a map of known flooded area locations. Below are photos shared by the City:

Photo 4-1: Harriet Ln. Near Hollenbeck Park
Stanton Master Plan of Drainage 4-2
Section 4 ñStanton Storm Channel
Photo 4-2: Pacific St. Between Court Ave. and Fern Ave.

Photo 4-3: Court Ave. U/S and D/S City Drainage Easement through OCTA Property Stanton Master Plan of Drainage 4-3
Section 4 ñStanton Storm Channel
Photo 4-4: Intersection of Katella Ave. and Beach Blvd.

Photo 4-5: Western Ave Between Stanton Central Park and Southern Pacific Railway Easement Stanton Master Plan of Drainage 4-4
Section 4 ñStanton Storm Channel

4.1.2 Hydrology Results Summary 10-, 25-, 100-Year Storm Events Watershed B drainage area is divided into 204 sub-watershed areas and Table 4-1 summarizes the existing condition peak 10-, 25-, and 100- year storm event discharge flow draining into each node. See Exhibit 2 of this report for a hydrology map of Watershed B drainage area. Due to its size, Watershed B was divided into four (4) areas for hydrologic modeling: Model Area B, Model Area BA, Model Area BB, and Model Area BC. The existing condition and proposed condition hydrology results for the 10-, 25- and 100-year storm events are included in Appendix A and Appendix E of this report, respectively.

Table 4-1: Hydrology Summary of Results
Subarea Flow Path Area Q10 Q25 Q100
Model Area B
B-100 Overland 9.2 13.8 16.8 21.8
B-101 Street 3.3 14.6 18.2 24.1
B-102 Overland 9.7 13.7 16.8 21.8
B-103 Street 4.6 16.9 21 27.6
B-104 Overland 0.9 2 2.4 3.1
Confluence Node 101 27.7 32.5 40.6 53.4
B-105 Street 10.3 36.8 46.7 62.4
B-112 Overland 4.9 7.3 8.9 11.5
B-113 Street 17.1 26.9 33.5 44.1
B-114 Street 14.5 41.7 52.2 69
B-115 Overland 3.3 6.7 8 10.2
B-116 Overland 2 10.7 12.8 16.4
B-117 Street 10.9 25.4 30.9 39.8
B-119 Street 1.2 27.3 33.2 42.8
B-120 Street 0.8 27.3 33.2 42.8
Confluence Node 105 92.7 98.9 123.8 164
B-106 Overland 9.3 13.3 16.2 21
B-107 Street 2.9 16.7 20.5 26.6
B-108 Street 5.3 21 26.1 34.3
B-109 Street 5.1 24.7 31 40.9
B-110 Street 1.8 25.4 32 42.5
Confluence Node 184 117.1 123.3 154.5 204.7
B-111 Street 6.6 123.5 155.6 207
B-121 Overland 7.1 10.1 12.4 16
B-122 Street 5.4 15.9 19.5 25.4
B-123 Street 8.4 22.8 28.3 37
Confluence Node 187 144.6 146.2 183.5 243.2
B-124 Overland 5.2 7.9 9.6 12.4
B-125 Street 5.6 15 18.4 23.9
B-127 Street 3.4 17.7 21.9 28.7
B-129 Overland 3.3 5 6.1 7.9
B-130 Street 3.9 10.5 12.8 16.6
Stanton Master Plan of Drainage 4-5
Section 4 ñStanton Storm Channel
Subarea Flow Path Area Q10 Q25 Q100
B-131 Street 4.7 15.8 19.5 25.4
B-132 Street 1.1 16.4 20.2 26.5
Confluence Node 127 27.2 33.8 41.8 54.8
B-133 Street 4.1 33.8 41.8 54.9
B-185 Overland 4.2 7.6 9.1 11.6
B-186 Street 6.6 11.8 14.8 19.8
Confluence Node 133 42.1 45.1 56.1 73.9
B-134 Street 13.2 56.5 71 94.2
B-136 Street 11.3 66.8 83.8 111.1
Confluence Node 187 211.2 210.1 264.1 351.1
B-144 C02P08-11 STN10040, 50 3 210.1 264.1 351.1
B-143 C02P08-11 STN10030 7.3 212.7 267.8 356.3
B-141 Overland 6.2 9.5 11.6 15
B-142 Street 4.6 13.7 17 22.2
Confluence Node 159 232.3 223.8 281.7 374.5
B-147 C02P08-11 STN10030 3.3 225 283.4 376.9
Model Area BA
B-145 Overland 9.2 13.8 16.8 21.7
B-146 Street 3.5 17.3 21.2 27.6
B-158 Overland 3.9 22.2 27.4 35.7
B-148 C02P08-11-OC 4.5 26.2 32.5 42.6
B-151 Overland 5.3 7.4 9.1 11.7
B-152 Street 5.9 14.7 18 23.4
B-153 Street 11.1 28.2 34.7 45.1
B-154 Street 8.6 37.9 46.8 61
B-155 channel 5.9 42.8 53.4 70.3
B-156 Street 4.6 44.8 56.2 74.4
B-157 Street 4.8 48.4 60.9 80.8
Confluence Node 148 67.3 69.6 87.7 116.6
B-161 Overland 15.8 85.1 106.7 141.5
B-162 Overland 10.3 15.4 18.8 24.2
B-163 Street 12.4 31.2 36.2 49.5
B-164 Street 7.3 37.4 46.3 60.5
B-165 Street 12.8 46.4 58.2 76.9
B-166 Street 7 52.5 65.9 87.4
B-167 Street 2.7 55.1 69.2 91.7
B-168 Overland 2.7 4.9 5.9 7.6
B-169 Street 10.2 18.1 22.2 29
B-170 Street 11.5 29 36.1 47.6
B-173 Street 12.1 41.9 52.4 69.4
Stanton Master Plan of Drainage 4-6
Section 4 ñStanton Storm Channel
Subarea Flow Path Area Q10 Q25 Q100
B-174 Street 2 41.9 52.4 69.4
B-175 Street 8.8 50.6 63.7 84.8
Confluence Node 167 99.8 105.5 132.8 84.8
B-177 Street 28.9 128.1 162 176.1
Confluence Node 178 211.8 209.4 265 216
B-179 C02P0805-OC 14.9 220.1 278.5 372
B-178 C02P0805-OC 20 241.7 305.3 406.9
B-138 Overland 3.9 6.7 8.3 10.6
B-139 Street 10.9 22.3 27.2 35.1
B-140 C02P08-02-10010,20,30,40,50,60,70 23.1 45.6 56.6 74.2 Confluence Node 179 284.6 282.6 354.1 470.2
B-181 Overland 8.2 12.4 15.1 19.5
B-182 Street 9.6 22.6 28 36.7
B-183 C02S01-54 STN10001, STN10020, 30,40 2.5 24.7 30.6 40 B-996 Overland 6.6 16.5 19.7 25.2
Confluence Node 180 311.5 313.7 392.8 520.9
B-324 Overland 6 11.6 13.9 17.8
B-325 Street 13.9 32.6 39.7 51.4
B-328 C02S01-49 STN00020,30,40,50 8.8 43.4 53.1 68.8
B-333 Overland 4 7.5 9.1 11.6
B-331 C02S01-49 STN30010 4.7 15.8 19 24.3
B-332 Overland 1.8 4.5 5.4 6.9
B-332.1 C02S01-49 STN10070 2.4 9.3 11.2 14.4
B-332.2 C02S01-49 STN10070 1.4 12.4 15 19.2
Confluence Node 331.1 14.3 25.8 31 39.7
B-331.1 Overland 5.5 36.9 14.4 18.5
B-331.2 Overland 0.1 37.1 44.6 57.3
B-331.3 C02S01-49 STN10040 2 38.4 46.4 59.8
B-331.5 C02S01-49 STN10040 1.6 41.6 50.3 64.8
B-331.4 Overland 3.2 48.1 58.1 75.8
B-331.6 Overland 2.1 52.8 63.2 81.4
Confluence Node 176 369 383.8 478.8 632.3
B-322.2 Overland 5 383.8 478.8 632.3
B-333.5 C02S01-48-OC 2.8 383.8 478.8 632.3
B-333.3 Overland 1.6 3.8 4.5 5.8
Confluence Node 323 378.4 385.7 481.2 635.3
B-300 Overland 6.9 9.5 11.6 14.9
B-301 Street 16.9 26.9 33.4 43.7
B-302 C02S01-46-OC-10151 16 43.8 54.4 71.4
B-303 C02S01-46-OC-10140 19.4 62.4 77.8 102.3
Stanton Master Plan of Drainage 4-7
Section 4 ñStanton Storm Channel
Subarea Flow Path Area Q10 Q25 Q100
B-304 C02S01-46-OC-10120 & 30 25.5 90.3 112.2 146.8
B-305 C02S01-46-OC-10100 12.5 100 124.6 163.4
B-306 C02S01-46-OC-10100 40 137.6 172 226
B-307 C02S01-46-OC-10080 20.5 154.5 193.2 253.9
B-308 C02S01-46-OC-10060, 70 6.4 159.6 199.7 262.6
B-330 Overland 9.3 13.5 16.5 21.4
B-309 Street 10.6 21.5 27 35.7
B-310 Street 5.3 25.1 31.7 42.3
B-311 Street 4.5 27.3 34.8 46.6
B-312 Overland 6.6 9.9 12 15.5
B-313 Street 5.1 13.5 16.8 29.2
B-314 Street 7.6 21.2 26.6 35.1
B-315 Street 9.2 29.1 36.7 48.7
Confluence Node 311 222.3 214.1 268.7 354.6
B-317 OC-10040,50 6.1 215.8 271.1 358
B-318 Overland 2.7 4.6 5.5 7.1
B-320 Overland 4.4 9.1 10.9 14
Confluence Node 317 235.5 224 281.2 371.1
B-322.1 C02S01-46-OC-10010,20 14.2 231.5 290.8 383.8
B-998 Overland 8.1 16.3 19.5 24.9
Confluence Node 323 Katella 257.8 239.6 300.9 396.9
Confluence Node 999 Stanton Storm Channel 636.2 613 768.3 1015.2 Model Area BB
B-333.4 Overland 0.8 1.9 2.3 2.9
B-333.1 Street 7.4 15.9 19.2 24.7
B-333.2 C02S01-37 STN10030 4.4 22 26.7 34.4
B-334 Overland 5.8 10.9 13.1 16.7
Confluence Node 335 18.4 32.2 38.9 50.1
B-335.4 C02S01-37 STN10030 7.8 44.4 53.8 69.5
B-336 C02S01-37 STN10030 1.1 46.2 56 72.4
B-335.1 Overland 7.5 14.4 17.2 22
B-335.2 C02S01-37 STN10011 3.3 20.3 24.4 31.2
Confluence Node 387 38.1 64.7 78.4 101.4
B-337 C02S01-37 STN10010 2.9 64.7 78.4 101.4
B-335.3 C02S01-37 STN10010 4.4 71.3 86.7 112.3
B-338 Confluence 4.8 7.2 8.8 11.4
B-339 Street 9.8 18.4 22.8 29.8
B-340 Street 2.3 20.7 25.7 33.6
B-341 Street 1.8 20.7 25.7 33.6
B-342 C02S01-37 STN20050, 60 3.3 21.3 26.8 35.4
Stanton Master Plan of Drainage 4-8
Section 4 ñStanton Storm Channel
Subarea Flow Path Area Q10 Q25 Q100
B-343 Overland 9.8 14.4 17.6 22.6
B-344 Street 5.7 20 24.7 32.2
B-345 C02S01-37 STN20003 16.8 41.3 50.8 65.9
Confluence Node 342 54.3 60.2 74.4 97.2
B-346 C02S01-37 STN20030 4 60.4 74.9 98
B-347 C02S01-37 STN20010,20 8.8 69.8 86.5 113.2
B-1006 Overland 3.8 8.1 9.7 12.3
Confluence Node 999 Stanton Storm Channel 116.3 135.6 165.9 215.7 B-354 Overland 3 5.3 6.4 8.1
B-355 C02S01-35 STN10030 6.6 15.5 18.7 24
B-356 C02S01-35 STN10010,20 5.7 23.8 28.8 36.9
Confluence Node 1000 131.6 158.9 194.2 252.5
B-1002 Overland 7.6 10.3 12.6 16.4
Confluence Node 1001 139.2 168.9 206.7 268.8
B-365 Overland 11.1 171.7 210.9 274.8
B-348 Overland 5.7 8.5 10.3 13.3
B-349 Street 16.9 27.5 34.1 44.6
B-350 Street 12.6 41.1 51.2 67.2
B-351 Street 13.7 54.9 68.6 90.4
B-352 Street 3.8 55.6 69.8 92.5
Confluence Node 1003 203 219.6 270.9 354.3
Model Area BC
B-200 Overland 6.6 12.2 14.7 18.7
B-201 Street 6.7 22.3 27.1 35.1
B-202 Street 7.9 32.1 39.4 51.3
B-203 Street 6.3 38.6 47.8 62.6
B-204 Street 13.5 51 63.5 83.8
B-205 Street 20.4 71.5 89.4 118.1
B-227 C02S01-18 STN-60010 2 73 91.3 120.6
B-206 Overland 6.4 11.7 14.1 18.1
B-993 Street 10.4 24 29.4 38.2
B-207 C02S01-18 STN-40021,22,23,24 8.4 33.3 40.9 53.3
Confluence Node 207 88.6 102.9 128.5 169.5
B-208 Overland 2.3 3.7 4.4 5.7
B-209 Street 11 16.3 20 25.8
Confluence Node 226.1 101.9 118.2 147.5 194.5
B-226.1 C02S01-18 STN-40020 1.2 118.2 147.5 195.5
B-210 Overland 8.7 16.2 19.4 24.7
B-212 C02S01-18 STN-40010 1.8 19.1 22.9 29.3
Confluence Node 212 113.6 130.8 162.7 214.2
Stanton Master Plan of Drainage 4-9
Section 4 ñStanton Storm Channel
Subarea Flow Path Area Q10 Q25 Q100
B-218.1 Street 4 130.8 162.7 214.2
B-213 Overland 4 7 8.5 10.8
B-214 Street 6.3 14.8 18.2 23.2
B-215 Overland 5.8 11.9 14.3 18.4
B-216 Street 22.4 44 53.7 69.5
Confluence Node 214 38.5 58 70.5 91.1
B-217 C02S01-18 STN-30020 13.6 72 88.4 114.9
B-218 C02S01-18 STN-30010 5.5 77.8 95.5 124.3
Confluence Node 218.2 175.2 199.5 247 324.2
B-990 Overland 9.9 17.8 21.4 27.4
B-991 Street 16.8 41.6 50.7 65.5
Confluence Node 992 201.9 235.4 290.5 380.8
B-842 C02S01-18 STN-10080 6.4 235.4 290.5 380.8
B-220 C02S01-18 STN-10080 16.2 237.2 295.1 389.2
B-221 C02S01-18 STN-10080 2.6 239 297.5 392.6
B-222 C02S01-18 STN-10070 9.4 224 304.6 402.4
B-223 C02S01-18 STN-10060 14.2 254.7 317.6 419.7
B-224 C02S01-18 STN-10020 10.5 261.2 329.2 434.8
B-225 C02S01-18 STN-10010 1.3 264 329.2 434.8
B-366 C02S01-18 STN 1000 9.7 275.1 342.9 452.7
B-366.1 Overland 16.7 28.4 34.1 43.5
Confluence Node 225 288.9 296.5 369.1 486.8
B-219 Overland 7 10.2 12.5 16.4
B-363 Street 10.3 22.4 27.9 36.6
B-362.1 Street 5.5 26.7 33.5 44.3
B-362.2 Street 4.8 29 36.9 49.1
B-357 Overland 7.1 8 10 13.1
B-358 Street 10.8 18.4 23 30.3
B-359 Street 8.6 26 32.7 43.2
B-360 Street 2.2 26.9 34 45
B-361 Street 6.2 30.5 38.6 51.4
B-364 C02S01-32 STN 3.7 32 40.6 54.1
Confluence Node 364 66.2 57.2 72 95.7
Confluence Node 225 355.1 349.6 435.9 575.6
B-368 C02S01-17-OC 6.5 349.6 435.9 575.6
B-367 C02S01-17-OC 2.9 349.6 435.9 575.6
B-1040 Overland 9.65 19 22.7 29
B-1007 Street 9.2 30.3 36.9 47.7
Confluence Node 1005 383.3 371.7 463.2 611.1
B-369 C02S01-17-OC 27.3 389.4 486.4 642.3
Stanton Master Plan of Drainage 4-10
Section 4 ñStanton Storm Channel
Subarea Flow Path Area Q10 Q25 Q100
B-1041 Overland 9.65 19 22.7 29
B-1008 Street 9.2 31.6 38.4 49.5
Confluence Node 369 429.5 411.5 513.2 677.2
B-1042 Overland 9.65 19 22.7 29
B-1009 Street 9.2 30.3 36.9 47.7
Confluence Node 1009 448.3 435.1 541.2 713.5
B-1038 C02S01-17-OC 9.8 435.1 541.2 713.5
B-1043 Overland 9.65 19 22.7 29
B-1010 Street 9.2 30.3 36.9 47.7
Confluence Node 1013 477 458.1 569.4 750.2
B-1044 Overland 8.84 17.4 20.8 26.6
B-1011 Street 8.5 28.3 34.4 44.5
B-380 Overland 4.3 8.2 9.8 12.5
B-381 Street 5.9 17.5 21.2 27.3
B-382 Street 9.1 27 33.2 43.3
Confluence Node 1014 513.6 502 623.1 819.5

4.2 Hydraulic Analysis

4.2.1 Existing Condition
Table 4-2 below provides important modeling assumptions used for the existing condition hydraulic analysis for systems located in Stanton Storm Channel tributary area.

Table 4-2: Hydraulic Model Assumptions
PACE_ID Street Assumption
C02S01-54-STN-10000 Pacific St Upstream invert interpolated from CCTV assessment and downstream invert from C02S01 County plan.

C02S01-54-STN-10001 Pacific St Upstream and downstream invert interpolated from CCTV assessment and C02S01 County plan.

C02S01-54-STN-10010 Pacific St
Downstream invert elevation interpolated based on invert elevations from upstream CCTV assessment and
downstream C02S01 County plan.

C02S01-54-STN-10020 Pacific St Upstream invert elevation interpolated based on invert elevations taken from surrounding CCTV assessment.

C02S01-54-STN-10030 Pacific St Downstream invert elevation interpolated based on invert elevations taken from surrounding CCTV assessment.

C02S01-54-STN-10040 Pacific St Upstream invert elevation interpolated based on invert elevations taken from surrounding CCTV assessment.

C02S01-54-STN-10050 Pacific St Downstream invert elevation interpolated based on invert elevations taken from surrounding CCTV assessment.

C02S01-45-STN-10000
C02S01-45-STN-10010
Katella Ave Assumed 40% of flows discharges to City system on south side of Katella Ave and 60% of flows discharge to Stanton Master Plan of Drainage 4-11
Section 4 ñStanton Storm Channel
C02S01-45-STN-10020
C02S01-45-STN-10040
larger County RCB that runs parallel on north side of
Katella Ave.

C02S01-37-STN-10020
C02S01-37-STN-10021
Katella Ave Converted 53"x34" Arch pipe to equivalent diameter circular RCP of 45" for modeling.

C02S01-32-STN-20010
C02S01-32-STN-20020
C02S01-32-STN-20030
Santa Rosalia St
Diameters differ between CCTV assessment (18" & 42")
and 2010 plan (36" & 48"). Google Earth measurement of
outlet is more consistent with the CCTV measurement.

Therefore, the CCTV pipe size assessment and invert
elevations from the 2010 plan were assumed.

C02S01-18-STN-50010 Beach Blvd
C02S01-18-STN-50020 Pacific St
D/S invert elevation for C02S01-18-STN-50010 was
taken from a field survey data point. A slope of 0.001 was assumed to back calculate the U/S invert elevation of
C02S01-18-STN-50010 to account for a 1 foot jump in
invert elevation seen from CCTV video between the
upstream end of C02S01-18-STN-50010 and the
downstream end of C02S01-18-STN-50020.

C02S01-18-STN-10080
C02S01-18-STN-10081
C02S01-18-STN-10082
C02S01-18-STN-10090
C02S01-18-STN-50000
SPRR Easement
Since no as-built plan was available, invert elevations for the SPRR open trapezoid channel were determined from
available as-built plans from connecting systems and
field survey data points.

C02S01-37-STN-20010 Assumed same size as C02S01-37-STN-20020.

C02S01-37-STN-20020
CCTV assessment of 48" RCP assumed vs County 6'x3'
RCB estimate, since CCTV video shows upstream RCB
transitions into a circular pipe for this downstream
segment.

C02S01-37-STN-20030
Assumed County's estimated pipe size of 6'x3' RCB vs
the CCTV assessment of 48" RCP since CCTV video
confirms this segment being a box.

C02S01-37-STN-20040
Assumed County's estimated pipe size of 6'x3' RCB vs
the CCTV assessment of 33" RCP since CCTV video
confirms this segment being a box.

C02S01-37-STN-20050 Assumed County's estimated pipe size of 36" RCP vs CCTV assessment of value of 33" RCP.

C02S01-37-STN-20060
Beach Blvd
Assumed County's estimated pipe size of 36" RCP vs
CCTV assessment value of 18" RCP, for a catch basin
this size a 36" was more reasonable.

C02S01-32-STN-10020
C02S01-32-STN-10030
Katella Ave
O&M defects and homeless prevented a CCTV
assessment, assumed County estimated pipe size of 36"
RCP. Invert elevations were estimated based on field
survey point at pipe outlet and back calculating using an estimated slope of 0.2%
C02S01-18-STN-10070 Western Ave
A 1997 storm drain plan was used for the underground
system that runs north-south on Western Avenue
upstream of node N-C02S01-18-STN-10060.

Downstream of node N-C02S01-18-STN-10060 required
CCTV data and a County plan for the tie in elevation to Stanton Storm Channel.

Stanton Master Plan of Drainage 4-12
Section 4 ñStanton Storm Channel
C02S01-19-STN-10000 Western Ave
Downstream invert elevation estimated from County plan
for Stanton Storm Channel. Upstream invert elevation
taken from CCTV data.

C02S01-18-STN-20010 Western Ave
Downstream invert elevation estimated from County plan
for Stanton Storm Channel. Upstream invert elevation
taken from CCTV data.

4.2.1.1 Results
Table 4-3 below provides a list of the storm drain segments that were flooded in the existing 10-year free outfall (or zero tailwater) condition based on the results of the hydraulic analysis. Free outfall conditions were used in the hydraulic model to identify and give prioritization to the most deficient systems in Watershed B. The identified deficient systems were then developed into improvement projects to propose into the Cityís Capital Improvement Program (see Section 6 for CIP details). The 10-year with tailwater (or scenario with a downstream control elevation applied) was also modeled and used to recommend improvements for systems that did not achieve County levels of flood protection. Scenarios for the existing 25- and 100-year with and without tailwater conditions were also modeled but not used for design since no existing facilities in the Stanton Storm Channel tributary area were found to contain sump conditions (with the exception of Project 21 which requires a future study). Therefore, existing 25- and 100-year hydraulic results for the Stanton Storm Channel tributary area are not included in this document, however, results are available upon the Cityís request. The existing condition hydraulic results for the 10-year with tailwater scenario are including in Appendix B of this report.

Table 4-3: Flooded Storm Drain Pipe Segments
PACE_ID Street/Easement Floods in the 10-YR Storm Event (Free Outfall Condition)
C02P08-02-STN-10000 Dale Ave
C02P08-02-STN-10010 Dale Ave
C02P08-02-STN-10020 SPRR Easement
C02P08-02-STN-10030 SPRR Easement
C02P08-02-STN-10040 SPRR Easement X
C02P08-02-STN-10050 SPRR Easement X
C02P08-02-STN-10060 SPRR Easement X
C02P08-02-STN-10070 SPRR Easement X
C02P08-02-STN-10071 O2 Nursery Easement X
C02P08-05-STN-10010* Dale Ave X
C02P08-05-STN-10020* Dale Ave X
C02P08-05-STN-10030* Dale Ave
C02P08-05-STN-20010* Chanticleer Rd X
C02P08-05-STN-20020* Chanticleer Rd X
C02P08-05-STN-20030* Mac Duff St X
C02P08-05-STN-20040* Lola Ave X
C02P08-11-STN-10010 Cerritos Ave
C02P08-11-STN-10020 Cerritos Ave
C02P08-11-STN-10021 Cerritos Ave
C02P08-11-STN-10030 Cerritos Ave
C02P08-11-STN-10031 Cerritos Ave
C02P08-11-STN-10040 Cerritos Ave
Stanton Master Plan of Drainage 4-13
Section 4 ñStanton Storm Channel
PACE_ID Street/Easement Floods in the 10-YR Storm Event (Free Outfall Condition)
C02P08-11-STN-10041 Cerritos Ave
C02P08-11-STN-10050 Cerritos Ave X
C02P08-11-STN-10051 Magnolia Ave X
C02P08-11-STN-10060 Magnolia Ave X
C02P08-11-STN-20000 Magnolia Ave X
C02P08-11-STN-20010* Magnolia Ave X
C02P08-11-STN-20020* Magnolia Ave X
C02P08-11-STN-1010* Hollenbeck Park X
C02P08-11-STN-1020* Hollenbeck Park X
C02S01-18-STN-10010 Western Ave
C02S01-18-STN-10011 Western Ave
C02S01-18-STN-10020 Western Ave
C02S01-18-STN-10030 Western Ave
C02S01-18-STN-10031 Western Ave
C02S01-18-STN-10040 Western Ave
C02S01-18-STN-10050 Western Ave
C02S01-18-STN-10060 Western Ave X
C02S01-18-STN-10070 Western Ave X
C02S01-18-STN-10071 Western Ave X
C02S01-18-STN-10072 Western Ave X
C02S01-18-STN-10073 Western Ave X
C02S01-18-STN-10074 Western Ave X
C02S01-18-STN-10075 Western Ave X
C02S01-18-STN-10076 Western Ave X
C02S01-18-STN-10077 Western Ave X
C02S01-18-STN-10080 SPRR Easement X
C02S01-18-STN-10081 SPRR Easement X
C02S01-18-STN-10082 SPRR Easement X
C02S01-18-STN-10090 SPRR Easement X
C02S01-18-STN-50000 SPRR Easement
C02S01-18-STN-30000 PERR Easement X
C02S01-18-STN-30010 Rose St X
C02S01-18-STN-30011 Rose St X
C02S01-18-STN-30012 Rose St X
C02S01-18-STN-30020 Rose St X
C02S01-18-STN-30021 Rose St X
C02S01-18-STN-30030 Rose St X
C02S01-18-STN-30031 Rose St X
C02S01-18-STN-20010 Western Ave
C02S01-18-STN-60020 Cerritos Ave X
Stanton Master Plan of Drainage 4-14
Section 4 ñStanton Storm Channel
PACE_ID Street/Easement Floods in the 10-YR Storm Event (Free Outfall Condition)
C02S01-18-STN-60030 Cerritos Ave X
C02S01-18-STN-60040 Fern Ave X
C02S01-18-STN-50010 Beach Blvd
C02S01-18-STN-50020 Pacific Street X
C02S01-19-STN-10000 Western Ave
C02S01-32-STN-20010 Santa Rosalia St
C02S01-32-STN-20020 Santa Rosalia St
C02S01-32-STN-20030 Santa Rosalia St X
C02S01-32-STN-20040* Santa Rosalia St X
C02S01-32-STN-20050* Santa Rosalia St X
C02S01-32-STN-20060* Santa Rosalia St X
C02S01-32-STN-10020** Katella Ave X
C02S01-32-STN-10030** Katella Ave X
C02S01-32-STN-10031* Katella Ave X
C02S01-32-STN-10040* Katella Ave X
C02S01-32-STN-10050* Katella Ave X
C02S01-32-STN-30010* Cedar St X
C02S01-32-STN-30020* Cedar St X
C02S01-32-STN-30030* Central Ave
C02S01-32-STN-40010* Date St X
C02S01-35-STN-10000 Stanton Park
C02S01-35-STN-10010 Stanton Park
C02S01-35-STN-10011 Stanton Park
C02S01-35-STN-10020 Cedar St
C02S01-35-STN-10030 Cedar St
C02S01-37-STN-20001 Plaza Way
C02S01-37-STN-20002 Plaza Way
C02S01-37-STN-20003 Plaza Way X
C02S01-37-STN-20004 Court St X
C02S01-37-STN-20005 Court St X
C02S01-37-STN-20006 Court St X
C02S01-37-STN-20010 Beach Blvd
C02S01-37-STN-20020 Beach Blvd
C02S01-37-STN-20030 Beach Blvd
C02S01-37-STN-20040 Beach Blvd
C02S01-37-STN-20050 Beach Blvd
C02S01-37-STN-20060 Beach Blvd
C02S01-49-STN-00010 Monroe Ave
C02S01-49-STN-00020 Monroe Ave
C02S01-49-STN-00030 Monroe Ave
Stanton Master Plan of Drainage 4-15
Section 4 ñStanton Storm Channel
PACE_ID Street/Easement Floods in the 10-YR Storm Event (Free Outfall Condition)
C02S01-49-STN-00040 Monroe Ave
C02S01-49-STN-00050 Monroe Ave
C02S01-49-STN-10000 Monroe Ave
C02S01-49-STN-10010 Monroe Ave
C02S01-49-STN-10020 Monroe Ave
C02S01-49-STN-10030 Monroe Ave
C02S01-49-STN-10040 Monroe Ave X
C02S01-49-STN-10050 Monroe Ave X
C02S01-49-STN-10060 Monroe Ave X
C02S01-49-STN-10070 Monroe Ave X
C02S01-49-STN-30010 Court Ave X
C02S01-49-STN-30020 Court Ave X
C02S01-54-STN-10000 Stanton Energy Reliability Center
C02S01-54-STN-10001 Stanton Energy Reliability Center
C02S01-54-STN-10010 Stanton Energy Reliability Center
C02S01-54-STN-10020 Pacific Street
C02S01-54-STN-10030 Pacific Street
C02S01-54-STN-10040 Pacific Street
C02S01-54-STN-10050 Pacific Street
C02S01-18-STN-40010 Beach Blvd
C02S01-18-STN-40011 Beach Blvd
C02S01-18-STN-40020 Beach Blvd
C02S01-18-STN-40021 Beach Blvd
C02S01-18-STN-40022 Beach Blvd
C02S01-18-STN-40023 Beach Blvd
C02S01-18-STN-40024 Beach Blvd
C02S01-18-STN-60000 Cerritos Ave
C02S01-18-STN-60010 Cerritos Ave
C02S01-37-STN-10000 Beach Blvd
C02S01-37-STN-10010 Beach Blvd
C02S01-37-STN-10011 Beach Blvd
C02S01-37-STN-10020 Beach Blvd
C02S01-37-STN-10021 Katella Ave
C02S01-37-STN-10030 Katella Ave
C02S01-37-STN-10040 Katella Ave
C02S01-45-STN-10000 Katella Ave
C02S01-45-STN-10010 Katella Ave
C02S01-45-STN-10020 Katella Ave
C02S01-45-STN-10040 Katella Ave
C02S01-45-STN-10041 Dale Ave
Stanton Master Plan of Drainage 4-16
Section 4 ñStanton Storm Channel
PACE_ID Street/Easement Floods in the 10-YR Storm Event (Free Outfall Condition)
C02S01-46-STN-20010 Katella Ave
C02S01-48-STN-10000 Boatman Ave
*No current pipe segment exists, 10-year flow tops curb in existing condition hydrology model **No data to model existing system, expected flooding assumed due to known O&M issues

4.2.2 Recommended Improvements
Table 4-4 provides the City storm drain systems within Watershed B that were found to be deficient and the improvements that are recommended (refer to Table 2-4 of the Technical Approach section of this report for recommendation nomenclature). See Appendix G for detailed table of improvements including proposed invert elevations for Replace (R) recommendations. As discussed in Section 4.2.1.1 above, proposed recommendations are based off the 10-year with tailwater hydraulic results. The proposed condition hydraulic results for the 10-year with tailwater scenario are included in Appendix F and show how the recommended improvements satisfy County level flood protection (HGL stays below top of curb during the 10-year event). Similar to the existing condition, the proposed 25- and 100-year hydraulic results for the Stanton Storm Channel tributary area are available upon the Cityís request but not used for design.

Table 4-4: Facilities to be Improved
PACE_ID Street Name Recommendation Existing Size Proposed Size Project 7
C02P08-02-STN-10000 Dale Ave U 24" RCP 30" RCP
C02P08-02-STN-10010 Dale Ave U 24" RCP 30" RCP
C02P08-02-STN-10020 SPRR
Easement U 24" RCP 30" RCP
C02P08-02-STN-10030 SPRR
Easement U 24" RCP 30" RCP
C02P08-02-STN-10040 SPRR
Easement U 24" RCP 30" RCP
C02P08-02-STN-10050 SPRR
Easement U 24" RCP 30" RCP
C02P08-02-STN-10060 SPRR
Easement U 24" RCP 30" RCP
C02P08-02-STN-10070 SPRR
Easement U 24" RCP 30" RCP
C02P08-02-STN-10071 O2 Nursery
Easement U 24" RCP 30" RCP
Project 8
C02P08-05-STN-10010 Dale Ave E No Existing Pipe 8'X4' RCB C02P08-05-STN-10020 Dale Ave E No Existing Pipe 4'x2' RCB C02P08-05-STN-10030 Dale Ave E No Existing Pipe 3'x2' RCB C02P08-05-STN-20010 Chanticleer Rd E No Existing Pipe 4'x3' RCB C02P08-05-STN-20020 Chanticleer Rd E No Existing Pipe 4'x3' RCB C02P08-05-STN-20030 Mac Duff St E No Existing Pipe 4'x2' RCB C02P08-05-STN-20040 Lola Ave E No Existing Pipe 3'x2' RCB Project 9
C02P08-11-STN-10010 Cerritos Ave U Transition Transition C02P08-11-STN-10020 Cerritos Ave U 54" RCP 7'x4' RCB
Stanton Master Plan of Drainage 4-17
Section 4 ñStanton Storm Channel
PACE_ID Street Name Recommendation Existing Size Proposed Size C02P08-11-STN-10021 Cerritos Ave U 54" RCP 7'x4' RCB
C02P08-11-STN-10030 Cerritos Ave U 54" RCP 7'x4' RCB
C02P08-11-STN-10031 Cerritos Ave U 54" RCP 7'x4' RCB
C02P08-11-STN-10040 Cerritos Ave U 54" RCP 7'x4' RCB
C02P08-11-STN-10041 Cerritos Ave U 54" RCP 7'x4' RCB
C02P08-11-STN-10050 Cerritos Ave U 54" RCP 7'x4' RCB
C02P08-11-STN-10051 Magnolia Ave U Transition Transition C02P08-11-STN-10060 Magnolia Ave No Improvement 36" RCP No Upsize C02P08-11-STN-20000 Magnolia Ave No Improvement 48" RCP No Upsize C02P08-11-STN-20010 Magnolia Ave E No Existing Pipe 42" RCP C02P08-11-STN-20020 Magnolia Ave E No Existing Pipe 36" RCP Project 10
C02P08-11-STN-1010 Hollenbeck
Park E No Existing Pipe 36" RCP
C02P08-11-STN-1020 Hollenbeck
Park E No Existing Pipe 36" RCP
Project 11
C02S01-18-STN-10010 Western Ave U 48" RCP 12'x5' RCB
C02S01-18-STN-10011 Western Ave U Double 36" RCP Double 8'x3' RCB
C02S01-18-STN-10020 Western Ave U Double 36" RCP Double 8'x3' RCB
C02S01-18-STN-10030 Western Ave U Double 36" RCP Double 8'x3' RCB
C02S01-18-STN-10031 Western Ave U Double 30" RCP Double 8'x3' RCB
C02S01-18-STN-10040 Western Ave U Double 30" RCP Double 8'x3' RCB
C02S01-18-STN-10050 Western Ave U Double 30" RCP Double 8'x3' RCB
C02S01-18-STN-10060 Western Ave U Double 30" RCP Double 8'x3' RCB
C02S01-18-STN-10070 Western Ave U Double 30" RCP Double 8'x3' RCB
C02S01-18-STN-10071 Western Ave U Double 30" RCP Double 8'x3' RCB
C02S01-18-STN-10072 Western Ave U Double 30" RCP Double 8'x3' RCB
C02S01-18-STN-10073 Western Ave D 42" RCP Remove Pipe
C02S01-18-STN-10074 Western Ave D 30" RCP Remove Pipe
C02S01-18-STN-10075 Western Ave U 42" RCP Double 8'x3'
RCB
C02S01-18-STN-10076 Western Ave U 42" RCP Double 8'x3'
RCB
C02S01-18-STN-10077 Western Ave R 30" RCP No Upsize
C02S01-18-STN-10080 SPRR
Easement U
4'x3' TRAP
Channel
13'x3.75' RECT
Channel
Stanton Master Plan of Drainage 4-18
Section 4 ñStanton Storm Channel
PACE_ID Street Name Recommendation Existing Size Proposed Size C02S01-18-STN-10081 SPRR
Easement U
4'x3' TRAP
Channel
13'x3.75' RECT
Channel
C02S01-18-STN-10082 SPRR
Easement U
4'x3' TRAP
Channel
13'x3.75' RECT
Channel
C02S01-18-STN-10090 SPRR
Easement U
4'x3' TRAP
Channel
13'x3.5' RECT
Channel
C02S01-18-STN-50000 SPRR
Easement U
4'x3' TRAP
Channel
13'x3.5' RECT
Channel
C02S01-18-STN-30000 PERR
Easement U 24" RCP 8'x2' RCB
C02S01-18-STN-30010 Rose St U 18" RCP 8'x2' RCB
C02S01-18-STN-30011 Rose St U 18" RCP 8'x2' RCB
C02S01-18-STN-30012 Rose St U 18" RCP 8'x2' RCB
C02S01-18-STN-30020 Rose St U 18" RCP 8'x2' RCB
C02S01-18-STN-30021 Rose St U 18" RCP 8'x2' RCB
C02S01-18-STN-30030 Rose St U 18" RCP 8'x2' RCB
C02S01-18-STN-30031 Rose St U 18" RCP 8'x2' RCB
Project 12
C02S01-18-STN-20010 Western Ave U 27" RCP 36" RCP
Project 13
C02S01-18-STN-60020 Cerritos Ave E No Existing Pipe 4'x3' RCB C02S01-18-STN-60030 Cerritos Ave E No Existing Pipe 4'x3' RCB C02S01-18-STN-60040 Fern Ave E No Existing Pipe 36" RCP Project 14
C02S01-18-STN-50010 Beach Blvd U 5'x2.5' RCB 24" RCP
C02S01-18-STN-50020 Pacific Street U 10" RCP 24" RCP
Project 15
C02S01-19-STN-10000 Western Ave O 24" RCP No Upsize
Project 16
C02S01-32-STN-20010 Santa Rosalia
St U 42" RCP 4'x4' RCB
C02S01-32-STN-20020 Santa Rosalia
St U 42" RCP 4'x4' RCB
C02S01-32-STN-20030 Santa Rosalia
St U 18" RCP 4'x3' RCB
C02S01-32-STN-20040 Santa Rosalia
St E No Existing Pipe 4'x3' RCB
C02S01-32-STN-20050 Santa Rosalia
St E No Existing Pipe 4'x2' RCB
C02S01-32-STN-20060 Santa Rosalia
St E No Existing Pipe 4'x2' RCB
Project 17
C02S01-32-STN-10020 Katella Ave U 36" RCP 5'x2' RCB
C02S01-32-STN-10030 Katella Ave U 36" RCP 5'x2' RCB
C02S01-32-STN-10031 Katella Ave E No Existing Pipe 5'x2' RCB C02S01-32-STN-10040 Katella Ave E No Existing Pipe 5'x2' RCB Stanton Master Plan of Drainage 4-19
Section 4 ñStanton Storm Channel
PACE_ID Street Name Recommendation Existing Size Proposed Size C02S01-32-STN-10050 Katella Ave E No Existing Pipe 5'x2' RCB C02S01-32-STN-30010 Cedar St E No Existing Pipe 3'x2' RCB C02S01-32-STN-30020 Cedar St E No Existing Pipe 3'x2' RCB C02S01-32-STN-30030 Central Ave E No Existing Pipe 24" RCP C02S01-32-STN-40010 Date St E No Existing Pipe 4'x2' RCB Project 18
C02S01-35-STN-10000 Stanton Park U 27" RCP 48" RCP
C02S01-35-STN-10010 Stanton Park U 27" RCP 48" RCP
C02S01-35-STN-10011 Stanton Park U 27" RCP 48" RCP
C02S01-35-STN-10020 Cedar St O 27" RCP No Upsize
C02S01-35-STN-10030 Cedar St O 27" RCP No Upsize
Project 19
C02S01-37-STN-20001 Plaza Way U 30" RCP 42" RCP
C02S01-37-STN-20002 Plaza Way U 30" RCP 42" RCP
C02S01-37-STN-20003 Plaza Way U 24" RCP 30" RCP
C02S01-37-STN-20004 Court St U 24" RCP 30" RCP
C02S01-37-STN-20005 Court St U 18" RCP 24" RCP
C02S01-37-STN-20006 Court St R 18" RCP No Upsize
C02S01-37-STN-20010 Beach Blvd No Improvement 48" RCP No Upsize C02S01-37-STN-20020 Beach Blvd No Improvement 48" RCP No Upsize C02S01-37-STN-20030 Beach Blvd O 6'x3' RCB No Upsize
C02S01-37-STN-20040 Beach Blvd No Improvement 6'x3' RCB No Upsize C02S01-37-STN-20050 Beach Blvd No Improvement 36" RCP No Upsize C02S01-37-STN-20060 Beach Blvd No Improvement 36" RCP No Upsize Project 20
C02S01-49-STN-00010 Monroe Ave O 36" RCP No Upsize
C02S01-49-STN-00020 Monroe Ave O 36" RCP No Upsize
C02S01-49-STN-00030 Monroe Ave No Improvement 36" RCP No Upsize C02S01-49-STN-00040 Monroe Ave O 36" RCP No Upsize
C02S01-49-STN-00050 Monroe Ave No Improvement 24" RCP No Upsize Project 21
C02S01-49-STN-10000* Monroe Ave N/A 36" RCP
C02S01-49-STN-10010* Monroe Ave N/A 36" RCP
C02S01-49-STN-10020* Monroe Ave N/A 36" RCP
C02S01-49-STN-10030* Monroe Ave N/A 30" RCP
C02S01-49-STN-10040* Monroe Ave N/A Double 24" RCP
C02S01-49-STN-10050* Monroe Ave N/A Double 24" RCP
C02S01-49-STN-10060* Monroe Ave N/A 24" RCP
C02S01-49-STN-10070* Monroe Ave N/A 15" RCP
C02S01-49-STN-30010* Court Ave N/A Double 24" RCP
To be
completed in
a future study
Stanton Master Plan of Drainage 4-20
Section 4 ñStanton Storm Channel
PACE_ID Street Name Recommendation Existing Size Proposed Size C02S01-49-STN-30020* Court Ave N/A 18" & 24" RCP
Project 22
C02S01-54-STN-10000
Stanton Energy
Reliability
Center
U 36" RCP 48" RCP
C02S01-54-STN-10001
Stanton Energy
Reliability
Center
U 36" RCP 48" RCP
C02S01-54-STN-10010
Stanton Energy
Reliability
Center
O 36" RCP No Upsize
C02S01-54-STN-10020 Pacific Street U 24" RCP 36" RCP
C02S01-54-STN-10030 Pacific Street U 24" RCP 36" RCP
C02S01-54-STN-10040 Pacific Street O 24" RCP No Upsize
C02S01-54-STN-10050 Pacific Street O 24" RCP No Upsize
No Associated Project or Improvements
C02S01-18-STN-40010 Beach Blvd No Improvement 8'x3' RCB No Upsize C02S01-18-STN-40011 Beach Blvd No Improvement 8'x3' RCB No Upsize C02S01-18-STN-40020 Beach Blvd No Improvement 8'x3' RCB No Upsize C02S01-18-STN-40021 Beach Blvd No Improvement 4'x2' RCB No Upsize C02S01-18-STN-40022 Beach Blvd No Improvement 36" RCP No Upsize C02S01-18-STN-40023 Beach Blvd No Improvement 36" RCP No Upsize C02S01-18-STN-40024 Beach Blvd No Improvement 36" RCP No Upsize C02S01-18-STN-60000 Cerritos Ave No Improvement 5'x3' RCB No Upsize C02S01-18-STN-60010 Cerritos Ave No Improvement 5'x3' RCB No Upsize C02S01-37-STN-10000 Beach Blvd No Improvement 54" RCP No Upsize C02S01-37-STN-10010 Beach Blvd No Improvement 54" RCP No Upsize C02S01-37-STN-10011 Beach Blvd No Improvement 54" RCP No Upsize C02S01-37-STN-10020 Beach Blvd No Improvement 53"x34" RCP ARCH No Upsize
C02S01-37-STN-10021 Katella Ave No Improvement 53"x34" RCP ARCH No Upsize
C02S01-37-STN-10030 Katella Ave No Improvement 36" RCP No Upsize C02S01-37-STN-10040 Katella Ave No Improvement 36" RCP No Upsize C02S01-45-STN-10000 Katella Ave No Improvement 30" RCP No Upsize C02S01-45-STN-10010 Katella Ave No Improvement 72" RCP No Upsize C02S01-45-STN-10020 Katella Ave No Improvement 72" RCP No Upsize C02S01-45-STN-10040 Katella Ave No Improvement 69" RCP No Upsize C02S01-45-STN-10041 Dale Ave No Improvement 69" RCP No Upsize C02S01-46-STN-20010 Katella Ave No Improvement 18" RCP No Upsize C02S01-48-STN-10000 Boatman Ave No Improvement 24" RCP No Upsize * Project contains flooding and O&M deficiencies, needs future study to recommend improvement Stanton Master Plan of Drainage 4-21
Section 4 ñStanton Storm Channel

4.2.3 Cost Estimates
Table 4-5 provides an estimate of the construction cost of recommended improvements for drainage facilities located in Watershed B based on 2025 rates. Appendix G includes the detailed cost estimates for each recommended project. See Figure 4-1 for an overview of identified improvement projects in the Stanton Storm Channel tributary area and their prioritization that is based on evaluation criteria discussed in Section 6 (Capital Improvement Program). Recommended improvement maps for all sixteen (16) projects identified within Watershed B are included at the end of this chapter (Figure 4-2 through Figure 4-17) and also included in Appendix G.

Table 4-5: Cost Estimates for Projects Located in Stanton Storm Channel Tributary Area Project Number Total Cost
7 $2,053,400
8 $7,924,500
9 $5,595,600
10 $762,800
11 $27,601,000
12 $958,800
13 $3,094,600
14 $863,200
15 $4,100
16 $2,613,600
17 $4,303,400
18 $317,600
19 $2,348,000
20 $11,700
21* $293,520
22 $894,100
Total $59,639,920
*To be completed in a future study

4.2.4 Discussion of Improvements
Watershed B is the largest watershed in the study area where most of the Cityís drainage deficiencies are located, which is why it contains the majority of the proposed capital improvement projects for this MPD update. Projects with recommended extensions (E) from existing systems in streets where no storm drain exists are proposed to mitigate flow exceeding top of curb in the 10-year event (as detected in the existing condition hydrology). O&M (O) projects are based on defects identified from CCTV inspections. Appendix G includes a condition assessment summary in the detailed cost estimates for O&M projects and Appendix D provides the full reports for the 2024 storm drain CCTV inspections that were conducted as part of this MPD update.

4.2.4.1 Project 11
As seen in Table 4-5, Project 11 is the largest project located in Watershed B in terms of cost as well as footprint. The existing system collects and conveys stormwater runoff through the City which ultimately discharges into Stanton Storm Channel downstream. The existing structure contains an underground system along Western Avenue and an open trapezoid channel along the Southern Pacific Railroad (SPRR) easement between Western Avenue and Beach Boulevard. The system contains multiple laterals that tie in and deliver flow from a wide range of areas throughout the City. The existing condition hydraulic analysis Stanton Master Plan of Drainage 4-22
Section 4 ñStanton Storm Channel
shows the underground system along Western Avenue to be severely undersized with limited vertical cover to handle capacity during the 10-year event. With the most susceptible area to flooding being the transition from the trapezoid channel into the downstream underground system. The hydraulic results are consistent with the Cityís report of this being a known flooded area that is also known to contain severe O&M deficiencies (see Photo 4-5 in Section 4.1.1). Hydraulically improving the deficiencies for Project 11 required lowering portions of the drainage profile to allow more vertical cover and upsizing the system including the lateral that ties in from Rose Street. To meet 10-year capacity with 1-foot of freeboard in the open channel for Project 11, the existing trapezoid channel is proposed to be converted into a rectangular open channel capable of handling a larger runoff volume. Since there is limited vertical cover, reinforced concrete boxes were required for underground systems located in Project 11, since they allow the ability to upsize in the horizontal direction without compromising available vertical cover. The lateral that connects from Beach Boulevard to the upstream end of Project 11 shows adequate flood control in the existing condition for the 10-year event, which is why it was not included as part of the project.

4.2.4.2 Project 21
Project 21 is also a known flooded area and is located in a sump (see Photo 4-3 in Section 4.1.1). The City is aware that this system will require a more sophisticated future hydraulic study before improvements can be recommended due to the intricacies involved with the hydraulics and affiliated systems. However, it is still included as a capital improvement project since it is a known flooded area where a future study is anticipated to allow more informed results in providing a solution.

4.2.4.3 Project 8
Project 8 proposes an extension from the existing Dale-Cerritos Storm Drain (C02P08) County system that extends up Dale Avenue and branches into Chanticleer Road, Mac Duff Street, and Lola Avenue. Portions of this extension were also proposed in the 1991 MPD update. The extension will help mitigate flows from toping curb that occurs during a 10-year event or larger based on the 1991 and 2025 hydrology studies.

The portion of storm drain in Project 8 located on Dale Avenue is called out as an existing City drainage facility in the 1991 MPD update, however, PACE did not find any record drawings or evidence in Google street view (via storm drain manholes or catch basins) to indicate a storm drain exists in this location.

Therefore, the extension of pipe segment that runs north-south on Dale Avenue was included as part of Project 8. The proposed catch basins included as part of Project 8 are anticipated to capture runoff and help mitigate future flooding from occurring in the area.

4.2.4.4 Project 10
Project 10 proposes an extension from the existing Dale-Cerritos Storm Drain (C02P08) County system that runs through Hollenbeck park to the downstream end of an existing parkway culvert. The existing parkway culvert receives flow from the intersection of Sherrill Street and Chanticleer Road. An existing drainage ditch currently accepts the flows from the parkway culvert, delivers the flow east to west through Hollenbeck Park via the open ditch, then discharges into another parkway culvert to Harriet Lane downstream which is a known flooded area (see Photo 4-1 in Section 4.1.1). Flows then street flow down Harriet Lane and Yana Drive where capacity tops the curb in the 10-year hydrology model. By implementing Project 10, the incoming flows from the intersection of Sherrill Street and Chanticleer Road are diverted into an underground pipe that runs north to south inside of Hollenbeck Park and ultimately into the downstream County system. Project 10 is anticipated to significantly reduce flows received by Harriet Lane and provide flood protection so that the existing drainage ditch only receives immediate runoff from the Hollenbeck Park sub-watershed area. A storm drain improvement plan dated in 2009 from the City of Stanton Public Works Department proposes a similar improvement as Project 10. The 2009 plan was used as the basis for Project 10 since the plan appears to have never been constructed based on 2025 aerials and street view assessments.

Stanton Master Plan of Drainage 5-1
Section 5 – Anaheim-Barber City Channel
Anaheim-Barber City Channel

5.1 Watersheds C, D, and E Hydrology Analysis
Local drainage facilities that discharge to Anaheim-Barber City Channel (C03) are tributary to Watersheds C, D, and E. Watershed C of the study area is bound by Orangewood Avenue to the North and AnaheimBarber City Channel to the South. Watershed D is bound primarily by Anaheim-Barber City Channel to the West and Lampson Avenue to the South. Watershed E is the smallest watershed in the study area bound primarily by Lampson Avenue to the North and Garden Grove Boulevard to the South. Collectively, Watersheds C, D, and E are comprised of approximately 1278 acres. Watershed C outlets into existing OCFCD drainage facilities: Chapman-Beach Storm Drain (C03P04), Rosalia Storm Channel (C03S04), and ultimately Anaheim-Barber City Channel (C03). Watershed D outlets into Chapman-Dale Storm Drain (C03P06), Lampson Storm Drain (C03P05), and ultimately Anaheim-Barber City Channel (C03).

5.1.1 Known Flooded Areas
The City of Stanton has two (2) known flooding area locations within the Anaheim-Barber City Channel tributary area. These areas have been documented by the City, local businesses, and residents. See Figure 2-2 in Section 2 (Technical Approach) of this report for a map of known flooded area locations.

Below are photos shared by the City:

Photo 5-1: Intersection of Santa Rosalia St. and Santa Gertrudes Ave.

Stanton Master Plan of Drainage 5-2
Section 5 – Anaheim-Barber City Channel
Photo 5-2: Intersection of Chapman Ave. and Dale St. (During Light Rain Event)

5.1.2 Hydrology Results Summary 10-, 25-, 100-Year Storm Events Watershed C, D, and E drainage areas are divided into 111 sub-watershed areas and Table 5-1 summarizes the existing condition peak 10-, 25-, and 100- year storm event discharge flow draining into each node. See Exhibit 3 of this report for a hydrology map that includes Watershed C, D, and E drainage area. The existing condition and proposed condition hydrology results for the 10-, 25- and 100-year storm events are included in Appendix A and Appendix E of this report, respectively.

Table 5-1: Hydrology Summary of Results
Subarea Flow Path Area Q10 Q25 Q100
Watersheds C&D
C-1 Overland 3.1 4.5 5.4 7
C-2 Street 5.1 7.9 9.9 13
C-3 Overland 5.4 8.3 10.1 13
C-4 Street 11.9 19 23.9 31.6
C-5 Street 8.9 23.7 30.2 40.6
C-6 Street 9.3 28 36.1 48.9
Confluence Node 66 35.5 34.3 44.2 60
C-7 Street 4.6 34.6 45 61.2
C-8 Overland 3.7 6.4 7.7 10
C-9 Street 6.1 12.4 15.4 20.4
C-10 Street 2.4 14.4 18 24
C-11 Street 9.8 21.6 27.4 37
Confluence Node 70 22 52.9 67.6 91.2
C-12 C03P04-070OC 4.6 56.9 72.7 98.1
C-13 C03P04-070OC 4.1 60 76.7 103.5
C-14 C03P04-070OC 4.1 62.8 80.4 108.4
C-15 C03P04-070OC 5.4 67.3 86.1 116.2
C-16 C03P04-070OC 4 69.8 89.3 120.5
C-18 Overland 11.5 16.5 20.1 25.9
C-20 Street 9.2 22.7 28.4 37.4
Stanton Master Plan of Drainage 5-3
Section 5 – Anaheim-Barber City Channel
Subarea Flow Path Area Q10 Q25 Q100
C-21 STN-10010 10.4 33.5 41.9 55.2
C-22 C03P04-01-STN-1000 26 57.9 72.7 96.2
Confluence Node 78.1 57.1 124 157.4 211.5
C-23 Overland 4.3 8.3 10 12.8
C-24 Street 1.9 11.8 14.1 18.1
Confluence Node 78.2 155.8 130.7 165.7 222.3
C-25 C03Po4-01-OC-5 11.1 137.9 174.9 234.2
C-31 Overland 3.7 5.1 6.2 8
C-34 Street 3.7 10.6 12.4 16
C-35 Street 6.6 15.4 19.2 25.2
C-36 Street 7.5 19.7 25 33.2
C-37 Street 5.7 22.3 28.3 38.1
C-38 Street 1.3 24.2 31.3 42.5
C-39 Street 8.4 29.5 38.3 52.1
C-40 Street 4.8 32.29 42 57.1
C-26 Overland 4.8 6.5 7.9 10.2
C-27 Street 8.4 14 17.3 22.7
C-28 Street 6 17.4 21.8 28.7
C-29 Street 21.7 27.9 35.9 48.3
C-30 Street 13.4 33.6 44 60.1
C-32 Street 2.2 33.6 44.3 60.5
C-33 C03S04-02-OC-4a 0.8 33.6 44.3 60.5
C-42 Overland 3 5.3 6.3 8.1
C-45 Street 10.7 18.9 23.1 29.7
C-46 Street 10.9 31.9 38.9 50.2
C-47 Street 9.9 39 48.1 62.6
Confluence Node 90 311.4 228 289.5 388.3
C-48 C03S04-01-OC-7 4.7 228 289.5 388.3
C-49 Overland 5.7 9 10.9 14.1
C-50 Street 6 15.2 18.7 24.4
Confluence Node 408 327.8 238 302.3 405.4
C-51 Overland 4.2 5.6 6.8 8.8
C-52 Street 7 11.7 14.6 19
Confluence Node 410 339 247.7 314.5 421.6
C-53 Overland 3.7 5.9 7.1 9.2
C-54 Street 4.4 11 13.5 17.6
Confluence Node 414 347.1 254.4 323 433
C-57 Overland 6.5 9.3 11.9 14.7
C-58 Street 11.8 20 24.4 31.9
Confluence Node 417 365.4 268.9 341.5 457.8
Stanton Master Plan of Drainage 5-4
Section 5 – Anaheim-Barber City Channel
Subarea Flow Path Area Q10 Q25 Q100
D-50 Overland 4.1 8.2 9.9 12.6
D-51 Street 27 42.1 52.4 69.2
D-52 Street 20.2 69.1 86.1 113.9
D-53 Street 15.2 90.2 114.7 154.2
D-54 Street 35.4 105.6 134.3 180.7
D-55 Street 39.3 124.3 160.1 217.4
D-56 Street 14.7 125.1 162.4 221.7
D-59 Street 4.5 125.1 162.4 221.7
D-58 GG-10030 34.6 145.9 190.4 260.7
D-57 Overland 32.9 35.7 43.8 56.7
Confluence Node 507.1 227.9 171.5 223.6 306.1
D-62 Street 9 177.9 231.9 317.4
D-60 C03P06-01-OC-3 3.1 177.9 231.9 317.4
D-61 C03P06-01-OC-3 4.74 181.1 236.1 323
Confluence Node 508 (AB Channel) 6493.7 5337.9 5373.6 5425.9 D-41 C03-28.02-OC 8.1 5337.9 5373.6 5425.9
D-63 Overland 9.6 14.8 18 23.2
D-64 Street 13 28.6 34.9 45.4
D-65.1 Overland 6.4 10.9 13.2 16.8
Confluence Node 510.3 29 37.3 45.5 58.9
D-64.1 C03-28 STN-10011 5.4 44 53.5 69.3
Confluence Node 511 (AB Channel) 6536.2 5357.2 5397.8 5457.4 D-65 Street 11.6 5357.2 5397.8 5457.4
D-44 Overland 4.2 8.9 10.7 13.6
D-43 Street 8.5 17.4 21.3 27.6
D-45 Street 2.4 19.3 23.8 31
D-67 Street 5.5 26.4 32.5 42.3
Confluence Node 512 (AB Channel) 6568.4 5370.3 5414 5477.8 D-66 Street 5.1 5370.3 5414 5477.8
D-1 Overland 10.6 15.9 19.3 24.9
D-2 Street 8 23.2 28.7 37.6
D-3 Street 37.6 56.3 71.1 94.6
D-4 Street 11.6 61 78.1 104.7
D-5 Overland 7.6 11.4 13.9 18
D-6 Street 7.1 19.2 23.7 30.9
D-7 Street 4.8 22.8 28.4 37.4
D-8 Street 21.8 35.8 45.8 61.6
Confluence Node 521 109.1 96.4 123 165
D-9 Street 16 100 128.7 173.8
D-10 Overland 6.2 9.6 11.6 15
Stanton Master Plan of Drainage 5-5
Section 5 – Anaheim-Barber City Channel
Subarea Flow Path Area Q10 Q25 Q100
D-11 Street 11.5 20.8 25.9 34.2
D-12 Street 27.3 50.3 63.1 83.5
D-13 Street 11 53.3 67.8 90.7
D-14 Street 12.6 57.2 73.6 99.3
Confluence Node 525 193.7 156.1 200.6 270.9
D-15 Street 26.6 171.1 220.7 298.6
D-16 Street 25 184.1 238.3 323.4
D-17 Street 24.5 197 255.4 346.7
D-18.1 STN-00030 8 201.5 261.1 354.3
D-18.2 C03P05-03-OC 14.5 205.6 266.6 361.6
D-19 Street 7.2 211.3 273.8 371.2
D-20 C03P05-03-OC 5.5 213.9 277.2 375.7
Confluence Node 513.1 621 399.6 460.3 561.4
Confluence Node 418
Watershed E
E-1 Overland 9.3 17.5 21 26.9
E-2 Street 21.5 42.2 51.6 67.4
E-3 30.4 75.4 90.2 122.5
E-8 15.4 88.7 109.8 144.2
E-4 Overland 6.7 11.2 13.6 17.6
E-5 Street 37.8 52.2 65.5 86.8
E-7 Street 4 53.9 67.9 90.3
E-6 Overland 17.9 25.5 31.1 40
Confluence Node 56 66.4 74.8 94.1 125
E-9 Street 19.9 92 117.5 154.8
Confluence Node 57 162.9 181.5 226.5 299.5
E-10 STN-10100 3.6 181.5 226.5 299.5
E-14 STN-10100 12.2 192.6 240.6 318.1
E-11 Overland 5.1 8.3 10.1 13.1
E-12 Street 28 42.9 52.6 68.5
E-13 Street 16.2 64 78.6 102.1
Confluence Node 63.1 228 254.7 316.4 417.3
E-15 STN-20020, 30, &40 65.9 309.9 385.8 508.4

5.2 Hydraulic Analysis

5.2.1 Existing Condition
Table 5-2 below provides important modeling assumptions used for the existing condition hydraulic analysis for systems located in Stanton Storm Channel tributary area.

Stanton Master Plan of Drainage 5-6
Section 5 – Anaheim-Barber City Channel
Table 5-2: Hydraulic Model Assumptions
PACE_ID Street Assumption
C03P04-01-STN-10000 Beach
Blvd
CCTV technician claimed they could not enter pipe to
determine size due to filters in the catch basin, therefore, a 24" RCP was assumed based on the C03P04 County plan which
calls out a 24" lateral entering their system at this location.

C03S04-02-STN-00020 Santa
Rosalia St
Box width assumed based on OCPW data combined with box
height based on an available street improvement plan of the C03S04-02-STN-20000 area.

C03P05-06-STN-10000
Lampson
Ave
An available 1987 plan calls out a 60" and 54" RCP, however, assumed facility was upsized since 1987 based on OCPW data which calls out a 78" and 72" RCP. The OCPW size is
consistent with a located City of Garden Grove storm drain project.

C03P05-06-STN-10010
C03P05-06-STN-10011
C03P05-06-STN-10020
C03P05-06-STN-10021
C03P05-06-STN-00030

5.2.1.1 Results
Table 5-3 below provides a list of the storm drain segments that were flooded in the existing 10-year free outfall (or zero tailwater) condition based on the results of the hydraulic analysis. Free outfall conditions were used in the hydraulic model to identify and give prioritization to the most deficient systems in Watersheds C, D, and E. The identified deficient systems were then developed into improvement projects to propose into the City’s Capital Improvement Program (see Section 6 for CIP details). The 10-year with tailwater (or scenario with a downstream control elevation applied) was also modeled and used to recommend improvements for systems that did not achieve County levels of flood protection. Scenarios for the existing 25- and 100-year with and without tailwater conditions were also modeled but not used for design since no existing facilities in the Anaheim-Barber City Channel tributary area were found to contain sump conditions. Therefore, existing 25- and 100-year hydraulic results for the Anaheim-Barber City Channel tributary area are not included in this document, however, results are available upon the City’s request. The existing condition hydraulic results for the 10-year with tailwater scenario are including in Appendix B of this report.

Table 5-3: Flooded Storm Drain Pipe Segments
PACE_ID Street/Easement Floods in the 10-YR Storm Event (Free Outfall Condition)
C03-28-STN-10010 Anaheim-Barber City Channel
C03-28-STN-10011 Shadow Ln
C03-28-STN-10020 Briarwood St
C03-28-STN-10030 Stanton Square/SmokeTree
C03P04-01-STN-00001* Santa Rosalia St X
C03P04-01-STN-10000 Beach Blvd X
C03P04-01-STN-10010 Beach Blvd X
C03P17-04-STN-10101 Garden Grove Blvd
Stanton Master Plan of Drainage 5-7
Section 5 – Anaheim-Barber City Channel
PACE_ID Street/Easement Floods in the 10-YR Storm Event (Free Outfall Condition)
C03P17-04-STN-10110 Garden Grove Blvd
C03P17-04-STN-10120 Garden Grove Blvd
C03P17-04-STN-20020 Village Center Dr
C03P17-04-STN-20030 Village Center Dr
C03P17-04-STN-20040 Village Center Dr
C03P17-04-STN-20060 Village Center Dr
C03P17-04-STN-20070 Beach Blvd
C03P17-04-STN-20080 Beach Blvd
C03S04-02-STN-00020 Residential Easement
C03S04-02-STN-20000 Residential Easement
C03S04-02-STN-20001* Santa Rosalia St X
C03P05-06-STN-10000 Lampson Ave
C03P05-06-STN-10010 Lampson Ave
C03P05-06-STN-10011 Lampson Ave
C03P05-06-STN-10020 Lampson Ave
C03P05-06-STN-10021 Lampson Ave
C03P05-06-STN-00030 Lampson Ave
C03P06-01-STN-00020 Dale St
C03P06-01-STN-30010 Dale St
*No current pipe segment exists, 10-year flow tops curb in existing condition hydrology model

5.2.2 Recommended Improvements
Table 5-4 provides the City storm drain systems within Watersheds C, D, and E that were found to be deficient and the improvements that are recommended (refer to Table 2-4 of the Technical Approach section of this report for recommendation nomenclature). See Appendix G for detailed table of improvements including proposed invert elevations for Replace (R) recommendations. As discussed in Section 5.2.1.1 above, proposed recommendations are based off the 10-year with tailwater hydraulic results. The proposed condition hydraulic results for the 10-year with tailwater scenario are included in Appendix F and show how the recommended improvements satisfy County level flood protection (HGL stays below top of curb during the 10-year event). Similar to the existing condition, the proposed 25- and 100-year hydraulic results for the Anaheim-Barber City Channel tributary area are available upon the City’s request but not used for design (with the exception of Project 24 which contains a sump, therefore, results for this project provided in Appendix F reflect 25-year flows per the County standard).

Table 5-4: Facilities to be Improved
PACE_ID Street Name Recommendation Existing Size Proposed Size
Project 23
C03-28-STN-10010 Anaheim-Barber
City Channel No Improvement 36" RCP No Upsize
C03-28-STN-10011 Shadow Ln No Improvement 36" RCP No Upsize C03-28-STN-10020 Briarwood St O 36" RCP No Upsize
C03-28-STN-10030 Stanton Square &
SmokeTree O 36" RCP No Upsize
Stanton Master Plan of Drainage 5-8
Section 5 – Anaheim-Barber City Channel
Project 24
C03P04-01-STN-00001 Santa Rosalia St E No Existing Pipe 30" RCP Project 25
C03P04-01-STN-10000 Beach Blvd U 24" RCP 4'x2' RCB
C03P04-01-STN-10010 Beach Blvd U 18" RCP 4'x2' RCB
Project 26
C03P17-04-STN-10101 Garden Grove
Blvd No Improvement 66" RCP No Upsize
C03P17-04-STN-10110 Garden Grove
Blvd O 66" RCP No Upsize
C03P17-04-STN-10120 Garden Grove
Blvd No Improvement 66" RCP No Upsize
Project 27
C03P17-04-STN-20020 Village Center Dr No Improvement 51" RCP No Upsize C03P17-04-STN-20030 Village Center Dr No Improvement 51" RCP No Upsize C03P17-04-STN-20040 Village Center Dr No Improvement 45" RCP No Upsize C03P17-04-STN-20060 Village Center Dr No Improvement 45" RCP No Upsize C03P17-04-STN-20070 Beach Blvd U 24" RCP 30" RCP
C03P17-04-STN-20080 Beach Blvd U 24" RCP 30" RCP
Project 28
C03S04-02-STN-00020 Residential
Easement No Improvement 8'x5' RCB No Upsize
C03S04-02-STN-20000 Residential
Easement No Improvement 5'x3' RCB No Upsize
C03S04-02-STN-20001 Santa Rosalia St E No Existing Pipe 30" RCP No Associated Project or Improvements
C03P05-06-STN-10000 Lampson Ave No Improvement Transition No Upsize C03P05-06-STN-10010 Lampson Ave No Improvement 78" RCP No Upsize C03P05-06-STN-10011 Lampson Ave No Improvement Transition No Upsize C03P05-06-STN-10020 Lampson Ave No Improvement 72" RCP No Upsize C03P05-06-STN-10021 Lampson Ave No Improvement 72" RCP No Upsize C03P05-06-STN-00030 Lampson Ave No Improvement 72" RCP No Upsize C03P06-01-STN-00020 Dale St No Improvement 30" RCP No Upsize C03P06-01-STN-30010 Dale St No Improvement 54" RCP No Upsize

5.2.3 Cost Estimates
Table 5-5 provides an estimate of the construction cost of recommended improvements for drainage facilities located in Watersheds C, D, and E based on 2025 rates. Appendix G includes the detailed cost estimates for each recommended project. See Figure 5-1 for an overview of identified improvement projects in the Anaheim-Barber City Channel tributary area and their prioritization that is based on evaluation criteria discussed in Section 6 (Capital Improvement Program). Recommended improvement maps for all six (6) projects identified within Watersheds C, D, and E are included at the end of this chapter (Figure 5-2 through Figure 5-7) and also included in Appendix G.

Stanton Master Plan of Drainage 5-9
Section 5 – Anaheim-Barber City Channel
Table 5-5: Project Cost Estimates Located in Jonathan Storm Channel Tributary Area Project Number Total Cost
23 $13,900
24 $342,800
25 $2,593,100
26 $8,400
27 $573,000
28 $832,500
Total $4,363,700

5.2.4 Discussion of Improvements
Projects with recommended extensions (E) from existing systems in streets where no storm drain exists are proposed to mitigate flow exceeding top of curb in the 10-year event (as detected in the existing condition hydrology). O&M (O) projects are based on defects identified from CCTV inspections. Appendix G includes a condition assessment summary in the detailed cost estimates for O&M projects and Appendix D provides the full reports for the 2024 storm drain CCTV inspections that were conducted as part of this MPD update.

5.2.4.1 Project 24
Project 24 is located in a sump at the intersection of Santa Rosalia Street and Santa Gertrudes Avenue where an existing drainage ditch is intended to route flows from the sump to Santa Rosalia Channel (C03S04) to the west. However, as Photo 5-1 in Section 5.1.1 shows, once Santa Rosalia Channel fills during a large event, the drainage ditch is no longer effective due to high tailwater and severe ponding develops in the sump. The purpose of Project 24 is to assist the existing drainage ditch by implementing an underground extension that runs from the Chapman-Beach Storm Drain (C03P04) located just south of Project 24 on Chapman Avenue to the sump location. Project 24 includes catch basins that will intercept flows from Santa Rosalia Street and Santa Gertrudes Avenue to prevent ponding in the sump. If any additional overflow occurs the runoff can still leave the sump via the existing drainage ditch. The ChapmanBeach Storm Drain is a relatively large reinforced concrete box (7’x4’) that PACE does not anticipate to be impacted as a result of the additional flow contributed by Project 24 (a scenario of the County system was tested in a hydraulic model to verify that it still maintained capacity during the 10-year event).

Stanton Master Plan of Drainage 6-1
Section 6 ñ Capital Improvement Program
6 Capital Improvement Program

6.1 Prioritization Evaluation Criteria
A set of evaluation criteria was developed to assist the City in selecting the most viable capital improvement projects as the preferred projects for the City of Stanton 2025 Master Plan of Drainage Update and Capital Improvement Program. The suitability of each project was considered by applying the following five (5) evaluation criteria to the pipe segments that make up each storm drain project:

1. CCTV Inspection Results

2. Depth of Flooding

3. Known Flooded Areas

4. Proximity to Critical Infrastructure

5. Downstream to Upstream Prioritization
A criterion scoring matrix helps to make informed decisions. In some instances, the most deficient system may not be the highest priority based on the scoring factors, and projects will need to be ranked based on a final prioritization criterion before being included in the Cityís CIP. Each criterion is defined below.

6.1.1 CCTV Inspection Results
In the course of collecting existing storm drain data for the City of Stanton in 2024, CCTV inspections were performed to collect data for those existing systems with no public records available. In addition to pipe geometry, the inspection results include a condition assessment of the pipe segments surveyed. The condition assessment uses the Pipe Assessment and Certification Program (PACP) rating system that was developed by the National Association of Sewer Service Companies (NASSCO). When a defect is encountered, the operator will categorize it as either a structural or operations and maintenance (O&M) defect. The defect is then assigned a condition grade (used as the criterion score) ranging from 1 to 5, with 1 being the least severe and 5 being the most severe defect. If no defects are encountered, then the segment is assigned a condition grade of 0, however, to simplify segments with a condition grade of 0, a criterion score of 1 was assigned to keep scoring consistent within a range of 1 to 5 for all criteria herein.

Lastly, segments that did not undergo a CCTV inspection were normalized by assigning a condition grade of 3. See Table 6-1 below for detailed breakdown of condition grade severities.

Table 6-1: Summary of Defect Condition Grade Severities Condition Grade General Description
1 New or Excellent Condition
2 Good Condition ñ Minor Defects Only
3 Fair Condition ñ Moderate Defects
4 Poor Condition ñ Significant Defects
5 Failing or Failed Asset
Since multiple defects can occur in a single segment, the scoring for this criterion was selected by choosing the overall highest severity grade detected for that segment.

6.1.2 Depth of Flooding
The depth of flooding criterion accounts for the storm drain segments with the most severe flooding depth.

In order to determine how severe the problem is, segments were evaluated based on the 10-year free outfall (or zero tailwater) existing condition hydraulic results. Since flooding in the free outfall condition shows where the most deficient systems are located. Segments with less than or equal to 0 feet (street elevation or below) of flooding were given a score of 1. Segments with greater than 0 feet and less than or Stanton Master Plan of Drainage 6-2
Section 6 ñ Capital Improvement Program
equal to 0.5 feet (6-inch curb height) of flooding were given a score of 2. Segments with greater than 0.5 feet and less than or equal to 0.66 feet (estimated R/W height) of flooding were given a score of 3. Segments with greater than 0.66 feet and less than or equal to 1 foot (finished floor elevation) of flooding were given a score of 4. Lastly, segments with greater than 1 foot of flooding were given a score of 5. For each segment, the most severe flooding depth between upstream and downstream node was used for the scoring. Table 6-2 shows the criterion scoring. A summary of results for existing condition depth of flooding prioritization calculations is included in Appendix C of this report.

Table 6-2: Depth of Flooding Prioritization Scoring
Score Description
1 Depth ≤ 0
2 0 < Depth ≤ 0.5
3 0.5 < Depth ≤ 0.66
4 0.66 < Depth ≤ 1
5 Depth > 1

6.1.3 Known Flooded Areas
The known flooded areas criterion accounts for the segment upgrades potential to improve flooding in areas that have been documented by the City, local businesses, and residents. Modeling was not used for this criterion. Segments within known flooded areas were given a score of 5, segments immediately upstream or downstream of known flooded areas were given a score of 3, and segments outside of known flooded areas were given a score of 1. Table 6-3 shows the criterion scoring.

Table 6-3: Known Flooded Areas Prioritization Scoring
Score Description
1 Segment not within known flooded area
3 Segment U/S or D/S of known flooded area
5 Segment within known flooded area

6.1.4 Proximity to Critical Infrastructure
This criterion accounts for the segments proximity to known critical infrastructure in the City. Prioritizing segments near critical infrastructure will help mitigate flooding due to an overburdened system and maintain unobstructed access to these vital properties during a rain event. Using GIS ModelBuilder, segments were assigned a prioritization score based on whether or not they are located within a 1,000-foot radius from a known critical infrastructure. Segments within a 1,000-foot radius from a hospital, fire station, police station, utility operations facility (electrical, water, gas, etc.), government or military building, airports/airfields, etc. were given a score of 5. Segments within a 1,000-foot radius from a school or daycare center were given a score of 3. Segments within a 1,000-foot radius of all other land uses were given a score of 1. Table 6-4 shows the criterion scoring.

Table 6-4: Critical Infrastructure Prioritization Scoring Score Description
1 No critical infrastructure within a 1,000-ft radius
3 Within 1,000-ft radius from schools or daycares
5 Within 1,000-ft radius from hospitals, fire stations, etc.

Stanton Master Plan of Drainage 6-3
Section 6 ñ Capital Improvement Program

6.1.5 Downstream to Upstream Prioritization
The downstream to upstream prioritization criterion provides a preference to segments that are located on the downstream end of a drainage system. Projects located downstream have the potential of benefiting a greater watershed area because these systems could reduce the tailwater in the tributary systems. To accurately score systems that act as tributaries to the mainline of a system, the assigned score of the most downstream segment of the tributary will be compared to the assigned score of the mainline segment where the junction occurs. To run this analysis, GIS ModelBuilder was used. Table 6-5 shows the criterion scoring, which represents the proximity of a segment in terms of a percentage of length with regard to its downstream junction.

Table 6-5: Downstream to Upstream Prioritization Scoring Score Description (% of length)
1 80ñ100%
2 60ñ80%
3 40ñ60%
4 20ñ40%
5 Less than 20%

6.2 Criteria Weighting Summaries
The five screening criteria were given weights corresponding to the relative importance of each criterion.

The weights for the five criteria, which add up to 100, are summarized in Table 6-6.

Table 6-6: Evaluation Criteria Weighting
Criteria Weight
CCTV Inspections 15
Depth of Flooding 40
Known Flooded Areas 20
Proximity to Critical Infrastructure 5
Downstream to Upstream Prioritization 20
Total 100
Once each segment was scored on all five criteria, the final rank for the segment was determined by a weighted system that gives priority to some criteria over others. The weighted system was developed to further prioritize the criteria and allow specific criteria to hold more significance in the final rank. To achieve the final weighted rank, the assigned weights are multiplied by the assigned score and the criteria are totaled. Table 6-7 shows the selected final project prioritization rankings.

Table 6-7: Final Project Prioritization Ranking
Category Description
Prioritization 1 500 ≤ Rank ≤ 360
Prioritization 2 360 < Rank ≤ 240
Prioritization 3 240 < Rank ≤ 185
Prioritization 4 185 < Rank ≤ 100
Stanton Master Plan of Drainage 6-4
Section 6 ñ Capital Improvement Program
The ranking thresholds as described in Table 6-7 were selected as follows: segments with the worst-case scenario will have a score of 5 for all criterion and will equate to a rank of 500. Segments that score a 5 in CCTV inspection, a 5 in depth of flooding, and a 3 in known flooded areas tend to have a minimum rank of 360 (based on tested results), segments that scored a 1 in depth of flooding and a 5 in known flooded areas tend to have a minimum rank of approximately 240, and segments that scored a 4 in CCTV inspection, a 1 in depth of flooding, and a 1 in known flooded areas tend to have a minimum rank of 185. Lastly, a project with the best-case scenario will have a score of 1 for all criterion and will equate to a rank of 100. Based on these results and PACEís engineering judgement, the thresholds in Table 6-7 were developed.

6.3 CIP Prioritization Results
With approval of the City, PACE applied the prioritization criteria outlined herein to all of the Cityís known storm drain segments (including segments for proposed extensions of existing systems). Table 6-8 breaks down the results of the prioritization calculations for the tested segments and categorizes them under twenty-eight (28) projects (groups of segments). The 28 projects are proposed capital improvement projects that were selected as a result of their weighted prioritization and PACEís condition assessment of the systems. Segments that were evaluated but not included in a project are also listed at the end of Table 6-8 under the ìno associated projects or improvementsî category. Note that project numbering is based on location and should not be interpreted as the order of priority for the Cityís CIP funding schedule. See Figure 2-4 in Section 2 (Technical Approach) of this report for an overview of the prioritization for all tested storm drain segments and capital project locations within the City. Individual maps for each project, a description of the projects proposed improvements, and a cost analysis for the improvements are included in Appendix G of this report. In addition, a detailed breakdown of PACEís prioritization calculations is included in Appendix H.

Stanton Master Plan of Drainage 6-5
Section 6 ñ Capital Improvement Program
Table 6-8: Stanton Storm Drain Segment Prioritization
PACE_ID Roadway/Easement Downstream County Facility
Final
Weighted
Ranking
Project
Weighted
Prioritization
Project 1
C02P03-03-STN-10010 Knott Ave Jonathan Storm Channel
(C02S03) 240 2
C02P03-03-STN-10020 Knott Ave Jonathan Storm Channel
(C02S03) 160 4
C02P03-03-STN-10030 Knott Ave Jonathan Storm Channel
(C02S03) 190 3
C02P03-03-STN-10031 Knott Ave Jonathan Storm Channel
(C02S03) 170 4
C02P03-03-STN-10032 Knott Ave Jonathan Storm Channel
(C02S03) 170 4
C02P03-03-STN-10040 Knott Ave Jonathan Storm Channel
(C02S03) 200 3
Project 2
C02P03-12-STN-10020 Cerritos Ave Jonathan Storm Channel (C02S03) 220 3
Project 3
C02P03-12-STN-10100 Cerritos Ave Jonathan Storm Channel (C02S03) 180 4
C02P03-12-STN-10110 Western Ave to Cerritos Ave Jonathan Storm Channel (C02S03) 180 4
C02P03-12-STN-10120 Western Ave Jonathan Storm Channel
(C02S03) 165 4
C02P03-12-STN-10130 Western Ave Jonathan Storm Channel
(C02S03) 120 4
C02P03-12-STN-40020 Cody Dr Jonathan Storm Channel
(C02S03) 120 4
C02P03-12-STN-40030 Cody Dr Jonathan Storm Channel
(C02S03) 135 4
C02P03-12-STN-40040 Cody Dr Jonathan Storm Channel
(C02S03) 260 2
C02P03-12-STN-40041 Hickock Rd Jonathan Storm Channel
(C02S03) 290 2
C02P03-12-STN-40050 Cody Dr Jonathan Storm Channel
(C02S03) 260 2
C02P03-12-STN-40051 Cody Dr Jonathan Storm Channel
(C02S03) 290 2
Project 4
C02P03-12-STN-20030 Knott Ave Jonathan Storm Channel
(C02S03) 340 2
Project 5
C02P03-12-STN-30010 Lexington St Jonathan Storm Channel (C02S03) 205 3
C02P03-12-STN-30020 Lexington St Jonathan Storm Channel (C02S03) 230 3
C02P03-12-STN-30030 Lexington St Jonathan Storm Channel (C02S03) 190 3
Project 6
Stanton Master Plan of Drainage 6-6
Section 6 ñ Capital Improvement Program
PACE_ID Roadway/Easement Downstream County Facility
Final
Weighted
Ranking
Project
Weighted
Prioritization
C02P03-12-STN-30040 Lowden St Jonathan Storm Channel
(C02S03) 320 2
Project 7
C02P08-02-STN-10000 Dale Ave Stanton Storm Channel
(C02S01) 230 3
C02P08-02-STN-10010 Dale Ave Stanton Storm Channel
(C02S01) 230 3
C02P08-02-STN-10020 SPRR Easement Stanton Storm Channel (C02S01) 230 3
C02P08-02-STN-10030 SPRR Easement Stanton Storm Channel (C02S01) 210 3
C02P08-02-STN-10040 SPRR Easement Stanton Storm Channel (C02S01) 330 2
C02P08-02-STN-10050 SPRR Easement Stanton Storm Channel (C02S01) 350 2
C02P08-02-STN-10060 SPRR Easement Stanton Storm Channel (C02S01) 330 2
C02P08-02-STN-10070 SPRR Easement Stanton Storm Channel (C02S01) 310 2
C02P08-02-STN-10071 O2 Nursery Easement Stanton Storm Channel (C02S01) 310 2
Project 8
C02P08-05-STN-10010 Dale Ave Stanton Storm Channel
(C02S01) 350 2
C02P08-05-STN-10020 Dale Ave Stanton Storm Channel
(C02S01) 330 2
C02P08-05-STN-10030 Dale Ave Stanton Storm Channel
(C02S01) 180 4
C02P08-05-STN-20010 Chanticleer Rd Stanton Storm Channel (C02S01) 330 2
C02P08-05-STN-20020 Chanticleer Rd Stanton Storm Channel (C02S01) 310 2
C02P08-05-STN-20030 Mac Duff St Stanton Storm Channel
(C02S01) 290 2
C02P08-05-STN-20040 Lola Ave Stanton Storm Channel
(C02S01) 260 2
Project 9
C02P08-11-STN-10010 Cerritos Ave Stanton Storm Channel
(C02S01) 270 2
C02P08-11-STN-10020 Cerritos Ave Stanton Storm Channel
(C02S01) 270 2
C02P08-11-STN-10021 Cerritos Ave Stanton Storm Channel
(C02S01) 270 2
C02P08-11-STN-10030 Cerritos Ave Stanton Storm Channel
(C02S01) 270 2
C02P08-11-STN-10031 Cerritos Ave Stanton Storm Channel
(C02S01) 250 2
C02P08-11-STN-10040 Cerritos Ave Stanton Storm Channel
(C02S01) 250 2
C02P08-11-STN-10041 Cerritos Ave Stanton Storm Channel
(C02S01) 210 3
Stanton Master Plan of Drainage 6-7
Section 6 ñ Capital Improvement Program
PACE_ID Roadway/Easement Downstream County Facility
Final
Weighted
Ranking
Project
Weighted
Prioritization
C02P08-11-STN-10050 Cerritos Ave Stanton Storm Channel
(C02S01) 370 1
C02P08-11-STN-10051 Magnolia Ave Stanton Storm Channel
(C02S01) 370 1
C02P08-11-STN-10060 Magnolia Ave Stanton Storm Channel
(C02S01) 370 1
C02P08-11-STN-20000 Magnolia Ave Stanton Storm Channel
(C02S01) 330 2
C02P08-11-STN-20010 Magnolia Ave Stanton Storm Channel
(C02S01) 320 2
C02P08-11-STN-20020 Magnolia Ave Stanton Storm Channel
(C02S01) 300 2
Project 10
C02P08-11-STN-1010 Hollenbeck Park Stanton Storm Channel (C02S01) 430 1
C02P08-11-STN-1020 Hollenbeck Park Stanton Storm Channel (C02S01) 390 1
Project 11
C02S01-18-STN-10010 Western Ave Stanton Storm Channel
(C02S01) 240 2
C02S01-18-STN-10011 Western Ave Stanton Storm Channel
(C02S01) 255 2
C02S01-18-STN-10020 Western Ave Stanton Storm Channel
(C02S01) 240 2
C02S01-18-STN-10030 Western Ave Stanton Storm Channel
(C02S01) 230 3
C02S01-18-STN-10031 Western Ave Stanton Storm Channel
(C02S01) 230 3
C02S01-18-STN-10040 Western Ave Stanton Storm Channel
(C02S01) 260 2
C02S01-18-STN-10050 Western Ave Stanton Storm Channel
(C02S01) 245 2
C02S01-18-STN-10060 Western Ave Stanton Storm Channel
(C02S01) 450 1
C02S01-18-STN-10070 Western Ave Stanton Storm Channel
(C02S01) 405 1
C02S01-18-STN-10071 Western Ave Stanton Storm Channel
(C02S01) 385 1
C02S01-18-STN-10072 Western Ave Stanton Storm Channel
(C02S01) 440 1
C02S01-18-STN-10073 Western Ave Stanton Storm Channel
(C02S01) 470 1
C02S01-18-STN-10074 Western Ave Stanton Storm Channel
(C02S01) 470 1
C02S01-18-STN-10075 Western Ave Stanton Storm Channel
(C02S01) 410 1
C02S01-18-STN-10076 Western Ave Stanton Storm Channel
(C02S01) 410 1
C02S01-18-STN-10077 Western Ave Stanton Storm Channel
(C02S01) 415 1
Stanton Master Plan of Drainage 6-8
Section 6 ñ Capital Improvement Program
PACE_ID Roadway/Easement Downstream County Facility
Final
Weighted
Ranking
Project
Weighted
Prioritization
C02S01-18-STN-10080 SPRR Easement Stanton Storm Channel (C02S01) 440 1
C02S01-18-STN-10081 SPRR Easement Stanton Storm Channel (C02S01) 450 1
C02S01-18-STN-10082 SPRR Easement Stanton Storm Channel (C02S01) 450 1
C02S01-18-STN-10090 SPRR Easement Stanton Storm Channel (C02S01) 430 1
C02S01-18-STN-50000 SPRR Easement Stanton Storm Channel (C02S01) 230 3
C02S01-18-STN-30000 PERR Easement Stanton Storm Channel (C02S01) 360 1
C02S01-18-STN-30010 Rose St Stanton Storm Channel
(C02S01) 360 1
C02S01-18-STN-30011 Rose St Stanton Storm Channel
(C02S01) 370 1
C02S01-18-STN-30012 Rose St Stanton Storm Channel
(C02S01) 370 1
C02S01-18-STN-30020 Rose St Stanton Storm Channel
(C02S01) 370 1
C02S01-18-STN-30021 Rose St Stanton Storm Channel
(C02S01) 350 2
C02S01-18-STN-30030 Rose St Stanton Storm Channel
(C02S01) 350 2
C02S01-18-STN-30031 Rose St Stanton Storm Channel
(C02S01) 350 2
Project 12
C02S01-18-STN-20010 Western Ave Stanton Storm Channel
(C02S01) 230 3
Project 13
C02S01-18-STN-60020 Cerritos Ave Stanton Storm Channel
(C02S01) 330 2
C02S01-18-STN-60030 Cerritos Ave Stanton Storm Channel
(C02S01) 310 2
C02S01-18-STN-60040 Fern Ave Stanton Storm Channel
(C02S01) 310 2
Project 14
C02S01-18-STN-50010 Beach Blvd Stanton Storm Channel
(C02S01) 230 3
C02S01-18-STN-50020 Pacific Street Stanton Storm Channel (C02S01) 370 1
Project 15
C02S01-19-STN-10000 Western Ave Stanton Storm Channel
(C02S01) 260 2
Project 16
C02S01-32-STN-20010 Santa Rosalia St Stanton Storm Channel (C02S01) 215 3
C02S01-32-STN-20020 Santa Rosalia St Stanton Storm Channel (C02S01) 200 3
Stanton Master Plan of Drainage 6-9
Section 6 ñ Capital Improvement Program
PACE_ID Roadway/Easement Downstream County Facility
Final
Weighted
Ranking
Project
Weighted
Prioritization
C02S01-32-STN-20030 Santa Rosalia St Stanton Storm Channel (C02S01) 360 1
C02S01-32-STN-20040 Santa Rosalia St Stanton Storm Channel (C02S01) 370 1
C02S01-32-STN-20050 Santa Rosalia St Stanton Storm Channel (C02S01) 310 2
C02S01-32-STN-20060 Santa Rosalia St Stanton Storm Channel (C02S01) 290 2
Project 17
C02S01-32-STN-10020 Katella Ave Stanton Storm Channel
(C02S01) 320 2
C02S01-32-STN-10030 Katella Ave Stanton Storm Channel
(C02S01) 320 2
C02S01-32-STN-10031 Katella Ave Stanton Storm Channel
(C02S01) 370 1
C02S01-32-STN-10040 Katella Ave Stanton Storm Channel
(C02S01) 370 1
C02S01-32-STN-10050 Katella Ave Stanton Storm Channel
(C02S01) 310 2
C02S01-32-STN-30010 Cedar St Stanton Storm Channel
(C02S01) 290 2
C02S01-32-STN-30020 Cedar St Stanton Storm Channel
(C02S01) 290 2
C02S01-32-STN-30030 Central Ave Stanton Storm Channel
(C02S01) 150 4
C02S01-32-STN-40010 Date St Stanton Storm Channel
(C02S01) 330 2
Project 18
C02S01-35-STN-10000 Stanton Park Stanton Storm Channel
(C02S01) 230 3
C02S01-35-STN-10010 Stanton Park Stanton Storm Channel
(C02S01) 230 3
C02S01-35-STN-10011 Stanton Park Stanton Storm Channel
(C02S01) 230 3
C02S01-35-STN-10020 Cedar St Stanton Storm Channel
(C02S01) 230 3
C02S01-35-STN-10030 Cedar St Stanton Storm Channel
(C02S01) 185 3
Project 19
C02S01-37-STN-20001 Plaza Way Stanton Storm Channel
(C02S01) 170 4
C02S01-37-STN-20002 Plaza Way Stanton Storm Channel
(C02S01) 180 4
C02S01-37-STN-20003 Plaza Way Stanton Storm Channel
(C02S01) 320 2
C02S01-37-STN-20004 Court St Stanton Storm Channel
(C02S01) 320 2
C02S01-37-STN-20005 Court St Stanton Storm Channel
(C02S01) 300 2
C02S01-37-STN-20006 Court St Stanton Storm Channel
(C02S01) 300 2
Stanton Master Plan of Drainage 6-10
Section 6 ñ Capital Improvement Program
PACE_ID Roadway/Easement Downstream County Facility
Final
Weighted
Ranking
Project
Weighted
Prioritization
C02S01-37-STN-20010 Beach Blvd Stanton Storm Channel
(C02S01) 230 3
C02S01-37-STN-20020 Beach Blvd Stanton Storm Channel
(C02S01) 230 3
C02S01-37-STN-20030 Beach Blvd Stanton Storm Channel
(C02S01) 175 4
C02S01-37-STN-20040 Beach Blvd Stanton Storm Channel
(C02S01) 170 4
C02S01-37-STN-20050 Beach Blvd Stanton Storm Channel
(C02S01) 170 4
C02S01-37-STN-20060 Beach Blvd Stanton Storm Channel
(C02S01) 130 4
Project 20
C02S01-49-STN-00010 Monroe Ave Stanton Storm Channel
(C02S01) 260 2
C02S01-49-STN-00020 Monroe Ave Stanton Storm Channel
(C02S01) 230 3
C02S01-49-STN-00030 Monroe Ave Stanton Storm Channel
(C02S01) 160 4
C02S01-49-STN-00040 Monroe Ave Stanton Storm Channel
(C02S01) 170 4
C02S01-49-STN-00050 Monroe Ave Stanton Storm Channel
(C02S01) 120 4
Project 21
C02S01-49-STN-10000 Monroe Ave Stanton Storm Channel
(C02S01) 300 2
C02S01-49-STN-10010 Monroe Ave Stanton Storm Channel
(C02S01) 255 2
C02S01-49-STN-10020 Monroe Ave Stanton Storm Channel
(C02S01) 250 2
C02S01-49-STN-10030 Monroe Ave Stanton Storm Channel
(C02S01) 290 2
C02S01-49-STN-10040 Monroe Ave Stanton Storm Channel
(C02S01) 390 1
C02S01-49-STN-10050 Monroe Ave Stanton Storm Channel
(C02S01) 370 1
C02S01-49-STN-10060 Monroe Ave Stanton Storm Channel
(C02S01) 370 1
C02S01-49-STN-10070 Monroe Ave Stanton Storm Channel
(C02S01) 385 1
C02S01-49-STN-30010 Court Ave Stanton Storm Channel
(C02S01) 425 1
C02S01-49-STN-30020 Court Ave Stanton Storm Channel
(C02S01) 405 1
Project 22
C02S01-54-STN-10000 Stanton Energy Reliability
Center
Stanton Storm Channel
(C02S01) 325 2
C02S01-54-STN-10001 Stanton Energy Reliability
Center
Stanton Storm Channel
(C02S01) 310 2
C02S01-54-STN-10010 Stanton Energy Reliability
Center
Stanton Storm Channel
(C02S01) 305 2
Stanton Master Plan of Drainage 6-11
Section 6 ñ Capital Improvement Program
PACE_ID Roadway/Easement Downstream County Facility
Final
Weighted
Ranking
Project
Weighted
Prioritization
C02S01-54-STN-10020 Pacific Street Stanton Storm Channel (C02S01) 270 2
C02S01-54-STN-10030 Pacific Street Stanton Storm Channel (C02S01) 275 2
C02S01-54-STN-10040 Pacific Street Stanton Storm Channel (C02S01) 290 2
C02S01-54-STN-10050 Pacific Street Stanton Storm Channel (C02S01) 270 2
Project 23
C03-28-STN-10010 Anaheim-Barber City
Channel
Anaheim-Barber City Channel
(C03) 210 3
C03-28-STN-10011 Shadow Ln Anaheim-Barber City Channel
(C03) 180 4
C03-28-STN-10020 Briarwood St Anaheim-Barber City Channel (C03) 220 3
C03-28-STN-10030 Stanton Square/SmokeTree Anaheim-Barber City Channel (C03) 150 4
Project 24
C03P04-01-STN-00001 Santa Rosalia St Anaheim-Barber City Channel (C03) 430 1
Project 25
C03P04-01-STN-10000 Beach Blvd Anaheim-Barber City Channel (C03) 420 1
C03P04-01-STN-10010 Beach Blvd Anaheim-Barber City Channel (C03) 330 2
Project 26
C03P17-04-STN-10101 Garden Grove Blvd Anaheim-Barber City Channel (C03) 170 4
C03P17-04-STN-10110 Garden Grove Blvd Anaheim-Barber City Channel (C03) 180 4
C03P17-04-STN-10120 Garden Grove Blvd Anaheim-Barber City Channel (C03) 130 4
Project 27
C03P17-04-STN-20020 Village Center Dr Anaheim-Barber City Channel (C03) 210 3
C03P17-04-STN-20030 Village Center Dr Anaheim-Barber City Channel (C03) 190 3
C03P17-04-STN-20040 Village Center Dr Anaheim-Barber City Channel (C03) 170 4
C03P17-04-STN-20060 Village Center Dr Anaheim-Barber City Channel (C03) 150 4
C03P17-04-STN-20070 Beach Blvd Anaheim-Barber City Channel (C03) 130 4
C03P17-04-STN-20080 Beach Blvd Anaheim-Barber City Channel (C03) 130 4
Project 28
C03S04-02-STN-00020 Residential Easement Anaheim-Barber City Channel (C03) 270 2
C03S04-02-STN-20000 Residential Easement Anaheim-Barber City Channel (C03) 270 2
Stanton Master Plan of Drainage 6-12
Section 6 ñ Capital Improvement Program
PACE_ID Roadway/Easement Downstream County Facility
Final
Weighted
Ranking
Project
Weighted
Prioritization
C03S04-02-STN-20001 Santa Rosalia St Anaheim-Barber City Channel (C03) 370 1
No Associated Project or Suggested Improvements
C02P03-03-STN-20010 Bell St to Knott Ave Jonathan Storm Channel (C02S03) 210 3
C02P03-03-STN-20011 Bell St to Knott Ave Jonathan Storm Channel (C02S03) 210 3
C02P03-03-STN-20020 Bell St to Knott Ave Jonathan Storm Channel (C02S03) 210 3
C02P03-03-STN-20021 Bell St to Knott Ave Jonathan Storm Channel (C02S03) 170 4
C02P03-03-STN-20030 Bell St to Knott Ave Jonathan Storm Channel (C02S03) 170 4
C02P03-12-STN-10021 Cerritos Ave Jonathan Storm Channel (C02S03) 220 3
C02P03-12-STN-10030 Cerritos Ave Jonathan Storm Channel (C02S03) 220 3
C02P03-12-STN-10040 Cerritos Ave Jonathan Storm Channel (C02S03) 200 3
C02P03-12-STN-10050 Cerritos Ave Jonathan Storm Channel (C02S03) 200 3
C02P03-12-STN-10060 Cerritos Ave Jonathan Storm Channel (C02S03) 200 3
C02P03-12-STN-10070 Cerritos Ave Jonathan Storm Channel (C02S03) 180 4
C02P03-12-STN-10080 Cerritos Ave Jonathan Storm Channel (C02S03) 180 4
C02P03-12-STN-10090 Cerritos Ave Jonathan Storm Channel (C02S03) 180 4
C02P03-12-STN-10081 Ramblewood Dr Jonathan Storm Channel (C02S03) 180 4
C02P03-12-STN-10082 Ramblewood Dr Jonathan Storm Channel (C02S03) 180 4
C02P03-12-STN-10083 Ramblewood Dr Jonathan Storm Channel (C02S03) 160 4
C02S01-18-STN-40010 Beach Blvd Stanton Storm Channel
(C02S01) 230 3
C02S01-18-STN-40011 Beach Blvd Stanton Storm Channel
(C02S01) 210 3
C02S01-18-STN-40020 Beach Blvd Stanton Storm Channel
(C02S01) 210 3
C02S01-18-STN-40021 Beach Blvd Stanton Storm Channel
(C02S01) 200 3
C02S01-18-STN-40022 Beach Blvd Stanton Storm Channel
(C02S01) 180 4
C02S01-18-STN-40023 Beach Blvd Stanton Storm Channel
(C02S01) 170 4
C02S01-18-STN-40024 Beach Blvd Stanton Storm Channel
(C02S01) 170 4
C02S01-18-STN-60000 Cerritos Ave Stanton Storm Channel
(C02S01) 200 3
Stanton Master Plan of Drainage 6-13
Section 6 ñ Capital Improvement Program
PACE_ID Roadway/Easement Downstream County Facility
Final
Weighted
Ranking
Project
Weighted
Prioritization
C02S01-18-STN-60010 Cerritos Ave Stanton Storm Channel
(C02S01) 210 3
C02S01-37-STN-10000 Beach Blvd Stanton Storm Channel
(C02S01) 310 2
C02S01-37-STN-10010 Beach Blvd Stanton Storm Channel
(C02S01) 310 2
C02S01-37-STN-10011 Beach Blvd Stanton Storm Channel
(C02S01) 290 2
C02S01-37-STN-10020 Beach Blvd Stanton Storm Channel
(C02S01) 290 2
C02S01-37-STN-10021 Katella Ave Stanton Storm Channel
(C02S01) 270 2
C02S01-37-STN-10030 Katella Ave Stanton Storm Channel
(C02S01) 250 2
C02S01-37-STN-10040 Katella Ave Stanton Storm Channel
(C02S01) 230 3
C02S01-45-STN-10000 Katella Ave Stanton Storm Channel
(C02S01) 230 3
C02S01-45-STN-10010 Katella Ave Stanton Storm Channel
(C02S01) 230 3
C02S01-45-STN-10020 Katella Ave Stanton Storm Channel
(C02S01) 210 3
C02S01-45-STN-10040 Katella Ave Stanton Storm Channel
(C02S01) 170 4
C02S01-45-STN-10041 Dale Ave Stanton Storm Channel
(C02S01) 150 4
C02S01-46-STN-20010 Katella Ave Stanton Storm Channel
(C02S01) 230 3
C02S01-48-STN-10000 Boatman Ave Stanton Storm Channel
(C02S01) 230 3
C03P05-06-STN-10000 Lampson Ave Anaheim-Barber City Channel (C03) 210 3
C03P05-06-STN-10010 Lampson Ave Anaheim-Barber City Channel (C03) 210 3
C03P05-06-STN-10011 Lampson Ave Anaheim-Barber City Channel (C03) 210 3
C03P05-06-STN-10020 Lampson Ave Anaheim-Barber City Channel (C03) 220 3
C03P05-06-STN-10021 Lampson Ave Anaheim-Barber City Channel (C03) 180 4
C03P05-06-STN-00030 Lampson Ave Anaheim-Barber City Channel (C03) 180 4
C03P06-01-STN-00020 Dale St Anaheim-Barber City Channel (C03) 240 2
C03P06-01-STN-30010 Dale St Anaheim-Barber City Channel (C03) 300 2
Stanton Master Plan of Drainage 6-14
Section 6 – Capital Improvement Program

6.4 Summary of CIP Costs
Table 6-9 below presents a summary of the estimated costs for each of the highest priority CIP projects selected in conjunction with the city, expressed in 2025 dollars. Note that these are rough cost estimates for preliminary planning information only and do not include inflation/escalation for future cost planning.

Table 6-9: Capital Improvement Program (CIP) Cost Summary Proj.

No. Segment IDs Location/Limit Description Length (ft)
Engineering
Design Cost
Opinion Plus
Contingency
Construction
Cost Opinion
Plus
Contingency
Total Cost
($2025)
9 STN-10010-10051,
STN-20010-20020
Cerritos Ave and
Magnolia Ave
Upsize and Extension,
Shared Cost w/ the City
of Anaheim (Priority 1
and 2)
2422 $526,200 $5,069,400 $5,595,600
10 STN-1010-1020 Hollenbeck Park
36" RCP Extenstion from
Existing County System
(Priority 1)
822 $71,800 $691,000 $762,800
11a STN-10060-10071 Western Ave
(Upstream)
Upsize from Double 30"
RCP to Double 8'x3' RCB
(Priority 1)
1078 $446,720 $4,304,750 $4,751,470
11b STN-10010-10050 Western Ave
(Downstream)
Upsize of Existing City
System to County
Connection (Priority 1)
1080 $447,620 $4,312,750 $4,760,370
11c STN-10072-10090,
STN-50000 City Channel
Upsize/Regrade Existing
City Channel and D/S
Pipe System (Priority 1)
2834 $1,174,480 $11,316,850 $12,491,330
11d STN-30000-30031 Rose St Upsize to 8'x2' RCB
(Priority 1 and 2) 1270 $526,330 $5,071,500 $5,597,830
14 STN-50010-50020 Pacific St and
Beach Blvd
Upsize to 24" RCP and
Regrade, Caltrans
Associated (Priority 1 and
3)
347 $81,300 $781,900 $863,200
16 STN-20010-20060 Santa Rosalia St
RCB Extension and
Upsize at Existing County
Connection (Priority 1, 2,
and 3)
1436 $245,900 $2,367,700 $2,613,600
17 STN-10020-10050,
STN-30010-30030,
STN-40010
Katella Ave
Upsize and Extension
from Existing City System
(Priority 1, 2, and 4)
2475 $404,700 $3,898,700 $4,303,400
21 STN-10000-10070,
STN-30010-30020
Monroe/Court
(Study)
2D Model Hydraulic
Analysis (Priority 1) 1857 $293,520 - $293,520
24 STN-00001 Santa Rosalia St
30" Extension from
Existing County System
(Priority 1)
151 $32,400 $310,400 $342,800
25 STN-10000-10010 Beach Blvd
Upsize to 4'x2' RCB,
County and Caltrans
Associated (Priority 1 and
2)
1304 $244,000 $2,349,100 $2,593,100
28 STN-20001 Santa Rosalia St
30" RCP Extension from
Existing City System
(Priority 1)
665 $78,360 $754,140 $832,500
Total $45,801,500
Stanton Master Plan of Drainage 6-15
Section 6 – Capital Improvement Program
The City plans to implement the recommended CIP projects as funding becomes available, with the intention of prioritizing CIP projects with Priority 1 (severe condition) deficiencies.

6.5 Future Considerations
Master Plan of Drainage studies are planning-level documents focused on identifying a citywide storm drainage system to reduce flooding risk. Implementation of any facility identified in this document as deficient should be supplemented with detailed hydrology and hydraulic calculations during the final design process. Additional studies that should be performed during final design include detailed geotechnical investigations, utility surveying, catch basin design, and utility relocation.

One of the main goals of this comprehensive report was to provide the City with a living document and model that could be revised as significant changes in the storm drain system are completed. These changes include but are not limited to roadway improvements, tract developments, and storm drain improvements.

Generally, the MPD for any city should be updated every ten years, and PACE recommends that the City review this MPD in ten years. However, the approach used in this MPD allows the City to continuously revise the models, which could result in lower overall costs to produce future master plans. Future revisions to consider include addition of currently missing or incomplete storm drain infrastructure data, analysis of current recommended Capital Improvement Projects as they are designed and constructed, other storm drain improvements, updates to rainfall data by the County of Orange, and changes in County of Orange hydrology and hydraulic methods.

Stanton Master Plan of Drainage R-1
References
References
Nestlinger, Runge, & Nelson. (1986). Orange County Hydrology Manual (pp. 1ñ190). Orange County Environmental Management Agency.
https://ocip.ocpublicworks.com/sites/ocpwocip/files/import/data/files/8336.pdf Treadaway, J. (2021). Local Drainage Manual (pp. 1ñ283). Orange County Public Works. https://ocip.ocpublicworks.com/sites/ocpwocip/files/2021-08/OC%20LDM%20- %202nd%20Edition-secured.pdf
C02S01-C02P08 Deficiency Study (pp. 1ñ2). (n.d.). Orange County Public Works.

C02S03-C02P03 Deficiency Study (pp. 1ñ2). (n.d.). Orange County Public Works.

C03 Deficiency Study (pp. 1). (n.d.). Orange County Public Works.

Exhibits
Exhibits

Appendix
A
Appendix A – Existing Condition Hydrology
Appendix A. Existing Condition Hydrology
10-YR
____________________________________________________________________________ ****************************************************************************

RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE
(Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION)
(c) Copyright 1983-2010 Advanced Engineering Software (aes) Ver. 17.0 Release Date: 07/01/2010 License ID 1527
Analysis prepared by:

************************** DESCRIPTION OF STUDY ************************** * AREA A (EXISTING CONDITION) *
* 10-YEAR STORM *
* STANTON STORM DRAIN MASTER PLAN *
************************************************************************** FILE NAME: ASTAN10.DAT
TIME/DATE OF STUDY: 16:37 03/10/2025
============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION:
============================================================================ --*TIME-OF-CONCENTRATION MODEL*--
USER SPECIFIED STORM EVENT(YEAR) = 10.00
SPECIFIED MINIMUM PIPE SIZE(INCH) = 3.00
SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90 *DATA BANK RAINFALL USED*
*ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING

WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n)
=== ===== ========= ================= ====== ===== ====== ===== ======= 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 2 20.0 15.0 0.017/0.017/ --- 0.67 2.00 0.0313 0.167 0.0130 GLOBAL STREET FLOW-DEPTH CONSTRAINTS:

1. Relative Flow-Depth = 1.00 FEET
as (Maximum Allowable Street Flow Depth) - (Top-of-Curb)

2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S)
*SIZE PIPE WITH A FLOW CAPACITY GREATER THAN
OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.*
*USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 1.00 TO NODE 1.00 IS CODE = 21
---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 930.00
ELEVATION DATA: UPSTREAM(FEET) = 4.65 DOWNSTREAM(FEET) = 0.00 Date: 04/17/2025 File name: ASTAN10.RES Page 1
Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 13.504
* 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.297
SUBAREA Tc AND LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)
COMMERCIAL B 7.70 0.30 0.100 56 13.50
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100
SUBAREA RUNOFF(CFS) = 15.71
TOTAL AREA(ACRES) = 7.70 PEAK FLOW RATE(CFS) = 15.71
**************************************************************************** FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE = 62
---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>(STREET TABLE SECTION # 2 USED)<<<<<
============================================================================ UPSTREAM ELEVATION(FEET) = 5.61 DOWNSTREAM ELEVATION(FEET) = 0.00 STREET LENGTH(FEET) = 1122.00 CURB HEIGHT(INCHES) = 8.0 STREET HALFWIDTH(FEET) = 20.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 15.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.017
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.017
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2
Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 30.62 ***STREET FLOWING FULL***
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:

STREET FLOW DEPTH(FEET) = 0.57
HALFSTREET FLOOD WIDTH(FEET) = 20.00
AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.11
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.77
STREET FLOW TRAVEL TIME(MIN.) = 6.02 Tc(MIN.) = 19.52
* 10 YEAR RAINFALL INTENSITY(INCH/HR) = 1.860
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
MOBILE HOME PARK B 18.40 0.30 0.250 56
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.250
SUBAREA AREA(ACRES) = 18.40 SUBAREA RUNOFF(CFS) = 29.56 EFFECTIVE AREA(ACRES) = 26.10 AREA-AVERAGED Fm(INCH/HR) = 0.06 AREA-AVERAGED Fp(INCH/HR) = 0.30 AREA-AVERAGED Ap = 0.21 TOTAL AREA(ACRES) = 26.1 PEAK FLOW RATE(CFS) = 42.24
END OF SUBAREA STREET FLOW HYDRAULICS:

DEPTH(FEET) = 0.62 HALFSTREET FLOOD WIDTH(FEET) = 20.00 FLOW VELOCITY(FEET/SEC.) = 3.53 DEPTH*VELOCITY(FT*FT/SEC.) = 2.20 LONGEST FLOWPATH FROM NODE 1.00 TO NODE 2.00 = 2052.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 2.00 TO NODE 3.00 IS CODE = 62
---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<<
Date: 04/17/2025 File name: ASTAN10.RES Page 2
>>>>>(STREET TABLE SECTION # 2 USED)<<<<<
============================================================================ UPSTREAM ELEVATION(FEET) = 0.98 DOWNSTREAM ELEVATION(FEET) = 0.00 STREET LENGTH(FEET) = 196.00 CURB HEIGHT(INCHES) = 8.0
STREET HALFWIDTH(FEET) = 20.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 15.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.017
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.017
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2
Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 43.27 ***STREET FLOWING FULL***
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:

STREET FLOW DEPTH(FEET) = 0.63
HALFSTREET FLOOD WIDTH(FEET) = 20.00
AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.56
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 2.24
STREET FLOW TRAVEL TIME(MIN.) = 0.92 Tc(MIN.) = 20.44
* 10 YEAR RAINFALL INTENSITY(INCH/HR) = 1.812
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
MOBILE HOME PARK C 1.30 0.25 0.250 69
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.250
SUBAREA AREA(ACRES) = 1.30 SUBAREA RUNOFF(CFS) = 2.05
EFFECTIVE AREA(ACRES) = 27.40 AREA-AVERAGED Fm(INCH/HR) = 0.06 AREA-AVERAGED Fp(INCH/HR) = 0.30 AREA-AVERAGED Ap = 0.21 TOTAL AREA(ACRES) = 27.4 PEAK FLOW RATE(CFS) = 43.15
END OF SUBAREA STREET FLOW HYDRAULICS:

DEPTH(FEET) = 0.63 HALFSTREET FLOOD WIDTH(FEET) = 20.00 FLOW VELOCITY(FEET/SEC.) = 3.57 DEPTH*VELOCITY(FT*FT/SEC.) = 2.24 LONGEST FLOWPATH FROM NODE 1.00 TO NODE 3.00 = 2248.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 3.00 TO NODE 3.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 20.44
RAINFALL INTENSITY(INCH/HR) = 1.81
AREA-AVERAGED Fm(INCH/HR) = 0.06
AREA-AVERAGED Fp(INCH/HR) = 0.30
AREA-AVERAGED Ap = 0.21
EFFECTIVE STREAM AREA(ACRES) = 27.40
TOTAL STREAM AREA(ACRES) = 27.40
PEAK FLOW RATE(CFS) AT CONFLUENCE = 43.15
**************************************************************************** FLOW PROCESS FROM NODE 3.10 TO NODE 3.10 IS CODE = 21
---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
Date: 04/17/2025 File name: ASTAN10.RES Page 3
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 968.00
ELEVATION DATA: UPSTREAM(FEET) = 2.90 DOWNSTREAM(FEET) = 0.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 15.203
* 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.147
SUBAREA Tc AND LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)
COMMERCIAL B 5.30 0.30 0.100 56 15.20
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100
SUBAREA RUNOFF(CFS) = 10.10
TOTAL AREA(ACRES) = 5.30 PEAK FLOW RATE(CFS) = 10.10
**************************************************************************** FLOW PROCESS FROM NODE 3.10 TO NODE 3.00 IS CODE = 62
---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>(STREET TABLE SECTION # 2 USED)<<<<<
============================================================================ UPSTREAM ELEVATION(FEET) = 2.81 DOWNSTREAM ELEVATION(FEET) = 0.00 STREET LENGTH(FEET) = 938.00 CURB HEIGHT(INCHES) = 8.0
STREET HALFWIDTH(FEET) = 20.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 15.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.017
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.017
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2
Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 16.21 ***STREET FLOWING FULL***
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:

STREET FLOW DEPTH(FEET) = 0.52
HALFSTREET FLOOD WIDTH(FEET) = 20.00
AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.07
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.08
STREET FLOW TRAVEL TIME(MIN.) = 7.57 Tc(MIN.) = 22.77
* 10 YEAR RAINFALL INTENSITY(INCH/HR) = 1.703
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN
APARTMENTS B 8.20 0.30 0.200 56
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.200
SUBAREA AREA(ACRES) = 8.20 SUBAREA RUNOFF(CFS) = 12.12
EFFECTIVE AREA(ACRES) = 13.50 AREA-AVERAGED Fm(INCH/HR) = 0.05 AREA-AVERAGED Fp(INCH/HR) = 0.30 AREA-AVERAGED Ap = 0.16 TOTAL AREA(ACRES) = 13.5 PEAK FLOW RATE(CFS) = 20.10
END OF SUBAREA STREET FLOW HYDRAULICS:

DEPTH(FEET) = 0.55 HALFSTREET FLOOD WIDTH(FEET) = 20.00 FLOW VELOCITY(FEET/SEC.) = 2.25 DEPTH*VELOCITY(FT*FT/SEC.) = 1.23 LONGEST FLOWPATH FROM NODE 3.10 TO NODE 3.00 = 1906.00 FEET.

Date: 04/17/2025 File name: ASTAN10.RES Page 4
**************************************************************************** FLOW PROCESS FROM NODE 3.00 TO NODE 3.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 22.77
RAINFALL INTENSITY(INCH/HR) = 1.70
AREA-AVERAGED Fm(INCH/HR) = 0.05
AREA-AVERAGED Fp(INCH/HR) = 0.30
AREA-AVERAGED Ap = 0.16
EFFECTIVE STREAM AREA(ACRES) = 13.50
TOTAL STREAM AREA(ACRES) = 13.50
PEAK FLOW RATE(CFS) AT CONFLUENCE = 20.10
** CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 43.15 20.44 1.812 0.30( 0.06) 0.21 27.4 1.00
2 20.10 22.77 1.703 0.30( 0.05) 0.16 13.5 3.10

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 62.38 20.44 1.812 0.30( 0.06) 0.19 39.5 1.00
2 60.57 22.77 1.703 0.30( 0.06) 0.19 40.9 3.10
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 62.38 Tc(MIN.) = 20.44
EFFECTIVE AREA(ACRES) = 39.52 AREA-AVERAGED Fm(INCH/HR) = 0.06 AREA-AVERAGED Fp(INCH/HR) = 0.30 AREA-AVERAGED Ap = 0.19 TOTAL AREA(ACRES) = 40.9
LONGEST FLOWPATH FROM NODE 1.00 TO NODE 3.00 = 2248.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 3.00 TO NODE 4.00 IS CODE = 62
---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>(STREET TABLE SECTION # 2 USED)<<<<<
============================================================================ UPSTREAM ELEVATION(FEET) = 1.85 DOWNSTREAM ELEVATION(FEET) = 0.00 STREET LENGTH(FEET) = 615.00 CURB HEIGHT(INCHES) = 8.0
STREET HALFWIDTH(FEET) = 20.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 15.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.017
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.017
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2
Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 66.87 Date: 04/17/2025 File name: ASTAN10.RES Page 5
***STREET FLOWING FULL***
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:

NOTE: STREET FLOW EXCEEDS TOP OF CURB.

THE FOLLOWING STREET FLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGLIBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL.

THAT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED.

STREET FLOW DEPTH(FEET) = 0.78
HALFSTREET FLOOD WIDTH(FEET) = 20.00
AVERAGE FLOW VELOCITY(FEET/SEC.) = 3.64
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 2.85
STREET FLOW TRAVEL TIME(MIN.) = 2.81 Tc(MIN.) = 23.25
* 10 YEAR RAINFALL INTENSITY(INCH/HR) = 1.683
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

RESIDENTIAL
"5-7 DWELLINGS/ACRE" C 6.40 0.25 0.500 69
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.500
SUBAREA AREA(ACRES) = 6.40 SUBAREA RUNOFF(CFS) = 8.97
EFFECTIVE AREA(ACRES) = 45.92 AREA-AVERAGED Fm(INCH/HR) = 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.28 AREA-AVERAGED Ap = 0.24 TOTAL AREA(ACRES) = 47.3 PEAK FLOW RATE(CFS) = 66.77
END OF SUBAREA STREET FLOW HYDRAULICS:

DEPTH(FEET) = 0.78 HALFSTREET FLOOD WIDTH(FEET) = 20.00 FLOW VELOCITY(FEET/SEC.) = 3.64 DEPTH*VELOCITY(FT*FT/SEC.) = 2.85 LONGEST FLOWPATH FROM NODE 1.00 TO NODE 4.00 = 2863.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 4.00 TO NODE 5.00 IS CODE = 31
---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 2.00 DOWNSTREAM(FEET) = 0.00 FLOW LENGTH(FEET) = 1000.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 51.0 INCH PIPE IS 39.0 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 5.74
ESTIMATED PIPE DIAMETER(INCH) = 51.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 66.77
PIPE TRAVEL TIME(MIN.) = 2.91 Tc(MIN.) = 26.16
LONGEST FLOWPATH FROM NODE 1.00 TO NODE 5.00 = 3863.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 7.10 TO NODE 5.00 IS CODE = 82
---------------------------------------------------------------------------- >>>>>ADD SUBAREA RUNOFF TO MAINLINE, AT MAINLINE Tc,<<<<< >>>>>(AND COMPUTE INITIAL SUBAREA RUNOFF)<<<<<
============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 400.00
ELEVATION DATA: UPSTREAM(FEET) = 4.38 DOWNSTREAM(FEET) = 0.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 10.541
* 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.648
SUBAREA Tc AND LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
Date: 04/17/2025 File name: ASTAN10.RES Page 6
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)

RESIDENTIAL
"5-7 DWELLINGS/ACRE" B 5.10 0.30 0.500 56 10.54
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.500
SUBAREA AREA(ACRES) = 5.10 INITIAL SUBAREA RUNOFF(CFS) = 11.46 ** ADD SUBAREA RUNOFF TO MAINLINE AT MAINLINE Tc:

MAINLINE Tc(MIN.) = 26.16
* 10 YEAR RAINFALL INTENSITY(INCH/HR) = 1.573
SUBAREA AREA(ACRES) = 5.10 SUBAREA RUNOFF(CFS) = 6.53
EFFECTIVE AREA(ACRES) = 51.02 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.29 AREA-AVERAGED Ap = 0.26 TOTAL AREA(ACRES) = 52.4 PEAK FLOW RATE(CFS) = 68.76
**************************************************************************** FLOW PROCESS FROM NODE 7.20 TO NODE 5.00 IS CODE = 81
---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 26.16
* 10 YEAR RAINFALL INTENSITY(INCH/HR) = 1.573
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

RESIDENTIAL
"5-7 DWELLINGS/ACRE" B 3.80 0.30 0.500 56
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.500
SUBAREA AREA(ACRES) = 3.80 SUBAREA RUNOFF(CFS) = 4.87
EFFECTIVE AREA(ACRES) = 54.82 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.29 AREA-AVERAGED Ap = 0.28 TOTAL AREA(ACRES) = 56.2 PEAK FLOW RATE(CFS) = 73.63
**************************************************************************** FLOW PROCESS FROM NODE 5.00 TO NODE 5.00 IS CODE = 10
---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 7.10 TO NODE 7.10 IS CODE = 21
---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 929.00
ELEVATION DATA: UPSTREAM(FEET) = 1.86 DOWNSTREAM(FEET) = 0.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 20.742
* 10 YEAR RAINFALL INTENSITY(INCH/HR) = 1.796
SUBAREA Tc AND LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)

RESIDENTIAL
"5-7 DWELLINGS/ACRE" B 6.90 0.30 0.500 56 20.74
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30
Date: 04/17/2025 File name: ASTAN10.RES Page 7
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.500
SUBAREA RUNOFF(CFS) = 10.22
TOTAL AREA(ACRES) = 6.90 PEAK FLOW RATE(CFS) = 10.22
**************************************************************************** FLOW PROCESS FROM NODE 7.10 TO NODE 7.00 IS CODE = 62
---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>(STREET TABLE SECTION # 2 USED)<<<<<
============================================================================ UPSTREAM ELEVATION(FEET) = 2.50 DOWNSTREAM ELEVATION(FEET) = 0.00 STREET LENGTH(FEET) = 1248.00 CURB HEIGHT(INCHES) = 8.0 STREET HALFWIDTH(FEET) = 20.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 15.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.017
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.017
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2
Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 15.07 ***STREET FLOWING FULL***
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:

STREET FLOW DEPTH(FEET) = 0.54
HALFSTREET FLOOD WIDTH(FEET) = 20.00
AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.79
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.96
STREET FLOW TRAVEL TIME(MIN.) = 11.64 Tc(MIN.) = 32.39
* 10 YEAR RAINFALL INTENSITY(INCH/HR) = 1.392
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

RESIDENTIAL
"5-7 DWELLINGS/ACRE" B 8.60 0.30 0.500 56
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.500
SUBAREA AREA(ACRES) = 8.60 SUBAREA RUNOFF(CFS) = 9.61
EFFECTIVE AREA(ACRES) = 15.50 AREA-AVERAGED Fm(INCH/HR) = 0.15 AREA-AVERAGED Fp(INCH/HR) = 0.30 AREA-AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 15.5 PEAK FLOW RATE(CFS) = 17.32
END OF SUBAREA STREET FLOW HYDRAULICS:

DEPTH(FEET) = 0.55 HALFSTREET FLOOD WIDTH(FEET) = 20.00 FLOW VELOCITY(FEET/SEC.) = 1.88 DEPTH*VELOCITY(FT*FT/SEC.) = 1.04 LONGEST FLOWPATH FROM NODE 7.10 TO NODE 7.00 = 2177.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 7.00 TO NODE 7.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE:

TIME OF CONCENTRATION(MIN.) = 32.39
RAINFALL INTENSITY(INCH/HR) = 1.39
AREA-AVERAGED Fm(INCH/HR) = 0.15
AREA-AVERAGED Fp(INCH/HR) = 0.30
Date: 04/17/2025 File name: ASTAN10.RES Page 8
AREA-AVERAGED Ap = 0.50
EFFECTIVE STREAM AREA(ACRES) = 15.50
TOTAL STREAM AREA(ACRES) = 15.50
PEAK FLOW RATE(CFS) AT CONFLUENCE = 17.32
**************************************************************************** FLOW PROCESS FROM NODE 6.00 TO NODE 6.00 IS CODE = 21
---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<<
>>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 738.00
ELEVATION DATA: UPSTREAM(FEET) = 1.48 DOWNSTREAM(FEET) = 0.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20
SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 18.912
* 10 YEAR RAINFALL INTENSITY(INCH/HR) = 1.894
SUBAREA Tc AND LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc
LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.)

RESIDENTIAL
"5-7 DWELLINGS/ACRE" B 4.70 0.30 0.500 56 18.91
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.30
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.500
SUBAREA RUNOFF(CFS) = 7.38
TOTAL AREA(ACRES) = 4.70 PEAK FLOW RATE(CFS) = 7.38
**************************************************************************** FLOW PROCESS FROM NODE 6.00 TO NODE 7.00 IS CODE = 62
---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>(STREET TABLE SECTION # 2 USED)<<<<<
============================================================================ UPSTREAM ELEVATION(FEET) = 1.00 DOWNSTREAM ELEVATION(FEET) = 0.00 STREET LENGTH(FEET) = 569.00 CURB HEIGHT(INCHES) = 8.0
STREET HALFWIDTH(FEET) = 20.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 15.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.017
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.017
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2
Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 7.38 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:

STREET FLOW DEPTH(FEET) = 0.46
HALFSTREET FLOOD WIDTH(FEET) = 17.15
AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.37
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.62
STREET FLOW TRAVEL TIME(MIN.) = 6.93 Tc(MIN.) = 25.84
* 10 YEAR RAINFALL INTENSITY(INCH/HR) = 1.584
SUBAREA AREA(ACRES) = 0.00 SUBAREA RUNOFF(CFS) = 0.00
EFFECTIVE AREA(ACRES) = 4.70 AREA-AVERAGED Fm(INCH/HR) = 0.15 AREA-AVERAGED Fp(INCH/HR) = 0.30 AREA-AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 4.7 PEAK FLOW RATE(CFS) = 7.38
NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE
Date: 04/17/2025 File name: ASTAN10.RES Page 9
END OF SUBAREA STREET FLOW HYDRAULICS:

DEPTH(FEET) = 0.46 HALFSTREET FLOOD WIDTH(FEET) = 17.15 FLOW VELOCITY(FEET/SEC.) = 1.37 DEPTH*VELOCITY(FT*FT/SEC.) = 0.62 LONGEST FLOWPATH FROM NODE 6.00 TO NODE 7.00 = 1307.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 7.00 TO NODE 7.00 IS CODE = 1
---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<<
>>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2
CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE:

TIME OF CONCENTRATION(MIN.) = 25.84
RAINFALL INTENSITY(INCH/HR) = 1.58
AREA-AVERAGED Fm(INCH/HR) = 0.15
AREA-AVERAGED Fp(INCH/HR) = 0.30
AREA-AVERAGED Ap = 0.50
EFFECTIVE STREAM AREA(ACRES) = 4.70
TOTAL STREAM AREA(ACRES) = 4.70
PEAK FLOW RATE(CFS) AT CONFLUENCE = 7.38
** CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 17.32 32.39 1.392 0.30( 0.15) 0.50 15.5 7.10
2 7.38 25.84 1.584 0.30( 0.15) 0.50 4.7 6.00

RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO
CONFLUENCE FORMULA USED FOR 2 STREAMS.
** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 23.34 25.84 1.584 0.30( 0.15) 0.50 17.1 6.00
2 23.71 32.39 1.392 0.30( 0.15) 0.50 20.2 7.10
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 23.71 Tc(MIN.) = 32.39
EFFECTIVE AREA(ACRES) = 20.20 AREA-AVERAGED Fm(INCH/HR) = 0.15 AREA-AVERAGED Fp(INCH/HR) = 0.30 AREA-AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 20.2
LONGEST FLOWPATH FROM NODE 7.10 TO NODE 7.00 = 2177.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 7.00 TO NODE 5.00 IS CODE = 62
---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>(STREET TABLE SECTION # 2 USED)<<<<<
============================================================================ UPSTREAM ELEVATION(FEET) = 1.57 DOWNSTREAM ELEVATION(FEET) = 0.00 STREET LENGTH(FEET) = 783.00 CURB HEIGHT(INCHES) = 8.0
STREET HALFWIDTH(FEET) = 20.00
DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 15.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.017
OUTSIDE STREET CROSSFALL(DECIMAL) = 0.017
Date: 04/17/2025 File name: ASTAN10.RES Page 10
SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2
Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0130 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 25.66 ***STREET FLOWING FULL***
STREETFLOW MODEL RESULTS USING ESTIMATED FLOW:

STREET FLOW DEPTH(FEET) = 0.62
HALFSTREET FLOOD WIDTH(FEET) = 20.00
AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.20
PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.36
STREET FLOW TRAVEL TIME(MIN.) = 5.93 Tc(MIN.) = 38.32
* 10 YEAR RAINFALL INTENSITY(INCH/HR) = 1.264
SUBAREA LOSS RATE DATA(AMC II):

DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS

LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN

RESIDENTIAL
"5-7 DWELLINGS/ACRE" C 3.80 0.25 0.500 69
SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25
SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.500
SUBAREA AREA(ACRES) = 3.80 SUBAREA RUNOFF(CFS) = 3.89
EFFECTIVE AREA(ACRES) = 24.00 AREA-AVERAGED Fm(INCH/HR) = 0.15 AREA-AVERAGED Fp(INCH/HR) = 0.29 AREA-AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 24.0 PEAK FLOW RATE(CFS) = 24.15
END OF SUBAREA STREET FLOW HYDRAULICS:

DEPTH(FEET) = 0.60 HALFSTREET FLOOD WIDTH(FEET) = 20.00 FLOW VELOCITY(FEET/SEC.) = 2.15 DEPTH*VELOCITY(FT*FT/SEC.) = 1.30 LONGEST FLOWPATH FROM NODE 7.10 TO NODE 5.00 = 2960.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 5.00 TO NODE 5.00 IS CODE = 11
---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 23.69 31.78 1.407 0.29( 0.15) 0.50 20.9 6.00
2 24.15 38.32 1.264 0.29( 0.15) 0.50 24.0 7.10
LONGEST FLOWPATH FROM NODE 7.10 TO NODE 5.00 = 2960.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 73.63 26.16 1.573 0.29( 0.08) 0.28 54.8 1.00
2 71.66 28.54 1.496 0.29( 0.08) 0.28 56.2 3.10
LONGEST FLOWPATH FROM NODE 1.00 TO NODE 5.00 = 3863.00 FEET. ** PEAK FLOW RATE TABLE **
STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER
NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE
1 95.70 26.16 1.573 0.29( 0.10) 0.33 72.0 1.00
2 94.44 28.54 1.496 0.29( 0.10) 0.33 74.9 3.10
3 90.82 31.78 1.407 0.29( 0.10) 0.34 77.1 6.00
4 84.04 38.32 1.264 0.29( 0.10) 0.34 80.2 7.10
TOTAL AREA(ACRES) = 80.2
Date: 04/17/2025 File name: ASTAN10.RES Page 11
COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS:

PEAK FLOW RATE(CFS) = 95.70 Tc(MIN.) = 26.156
EFFECTIVE AREA(ACRES) = 71.99 AREA-AVERAGED Fm(INCH/HR) = 0.10 AREA-AVERAGED Fp(INCH/HR) = 0.29 AREA-AVERAGED Ap = 0.34 TOTAL AREA(ACRES) = 80.2
LONGEST FLOWPATH FROM NODE 1.00 TO NODE 5.00 = 3863.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 5.00 TO NODE 5.00 IS CODE = 12
---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 1 <<<<<
============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 5.00 TO NODE 8.00 IS CODE = 31
---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<<
>>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 2.66 DOWNSTREAM(FEET) = 0.00 FLOW LENGTH(FEET) = 1332.00 MANNING'S N = 0.013
DEPTH OF FLOW IN 57.0 INCH PIPE IS 46.4 INCHES
PIPE-FLOW VELOCITY(FEET/SEC.) = 6.19
ESTIMATED PIPE DIAMETER(INCH) = 57.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 95.70
PIPE TRAVEL TIME(MIN.) = 3.58 Tc(MIN.) = 29.74
LONGEST FLOWPATH FROM NODE 1.00 TO NODE 8.00 = 5195.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 8.00 TO NODE 8.00 IS CODE = 81
---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<<
============================================================================ MAINLINE Tc(MIN.) = 29.74
* 10 YEAR RAINFALL INTENSITY(INCH/HR) = 1.461
SUBAREA LOSS RATE DATA(AMC II):

Stanton City CouncilOctober 14, 2025

Stanton City Council
October 14, 2025