Bill Uphoff, Mayor
Mark A. Waronek, Mayor Pro Tem
James Gazeley Councilmember
Cindy Segawa, Councilmember
Barry Waite, Councilmember
LOMITA CITY HALL
COUNCIL CHAMBERS
24300 Narbonne Avenue
Lomita, CA 90717
Phone: (310) 325-7110
Fax: (310) 325-4024
Next Resolution No. 2024-33
Next Ordinance No. 864
AGENDA
REGULAR MEETING
LOMITA CITY COUNCIL
TUESDAY, OCTOBER 15, 2024
6:00 PM
PUBLIC PARTICIPATION NOTICE
If you wish to provide public comment during oral communications or for a particular agenda item, you may either contact the City Clerk’s Office before the meeting, at 310-325-7110 ext. 141, or complete a speaker card at the meeting and give it to the City Clerk. All public comments are limited to a maximum of three (3) minutes unless an extension is granted. No action may be taken on items not on the agenda except as provided by law.
Members of the public are advised that all pagers, cellular telephones and any other communication devices are to be turned off upon entering the City Council Chambers. if you need to have a discussion with someone in the audience, please step out into the lobby.
No meeting of the Lomita Public Financing Authority will be held on this date.
1. OPENING CEREMONIES
a. Call Meeting to Order
b. Flag Salute
c. Invocation – Councilmember Waite
d. Roll Call
2. APPROVAL OF AGENDA
3. PRESENTATIONS
None scheduled.
4. ORAL COMMUNICATIONS
Persons wishing to speak on Consent Agenda items or subjects other than those scheduled are requested to do so at this time. In order to conduct a timely meeting, a three (3) minute time limit per person has been established. Government Code Section 54954.2 prohibits the Council from discussing or taking action on a specific item unless it appears on a posted agenda.
Lomita City Council Meeting Agenda October 15, 2024
5. ORAL COMMUNICATIONS AND MEETING ATTENDANCE REPORTS FROM THE CITY
COUNCIL
The City Council may discuss and act upon items described under Council comments; however, items which are not on the agenda will be limited to Council reports, announcements, requests for clarification or factual information, or placement of matters on the agenda for a future meeting.
6. CITY MANAGER'S REPORT (information only)
7. CONSENT AGENDA
All items under the Consent Agenda are considered by the Council to be routine and will be enacted by one motion in the form listed below. There may be separate discussions of these items prior to the time the Council votes on the motion. Specific items may be removed from the Consent Agenda at the request of any Councilmember or staff.
RECOMMENDED ACTION: That Consent Agenda Items 7a-7m be approved. a. Motion to Waive Full Reading of Ordinances and that They be Read in Title Only RECOMMENDED ACTION: Approve motion.
b. Warrants/Payroll Register
RECOMMENDED ACTION: Approve and file Warrants/Payroll Register. c. Monthly Report for the Administrative Services Department RECOMMENDED ACTION: Receive and file the report.
d. Monthly Report for the City Manager’s Department
RECOMMENDED ACTION: Receive and file the report.
e. Monthly Report from the Community and Economic Development Department RECOMMENDED ACTION: Receive and file the report.
f. Monthly Report for the Recreation and Facilities Division RECOMMENDED ACTION: Receive and file the report.
g. Monthly Report for the Public Works Department
RECOMMENDED ACTION: Receive and file the report.
Lomita City Council Meeting Agenda October 15, 2024
h. September 2024 Treasury and Investment Report
RECOMMENDED ACTION: Receive and file the report.
i. Fiscal Year (FY) 2023/24 Quarterly Financial Report
RECOMMENDED ACTION: Receive and file the Fiscal Year (FY) 2023/24 Quarterly Financial Report Fourth Quarter Ending June 30, 2024.
j. Fiscal Year 2023/2024 Year-End Budget Amendments
RECOMMENDED ACTION: Approve the amended FY 23-24 expenditure and revenue budget and implement corresponding recommendations.
k. Second Reading and Adoption of Ordinance No. 863
RECOMMENDED ACTION: Adopt Ordinance No. 863 amending various sections of Lomita Municipal Code Title XI (Planning and Zoning), Chapter 1 (Zoning) to adopt Zoning Text Amendment No. 2024-05 and Zoning Map Amendment No. 2024-02 to implement the policies and programs of the certified City of Lomita 2021-2029 Housing Element consistent with Final Program Environmental Impact Report No. 2024-01 in accordance with the California Environmental Quality Act.
ORDINANCE NO. 863 – AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF
LOMITA, CALIFORNIA, AMENDING VARIOUS SECTIONS OF LOMITA MUNICIPAL CODE TITLE XI (PLANNING AND ZONING), CHAPTER 1 (ZONING) TO ADOPT ZONING TEXT AMENDMENT NO. 2024-05 AND ZONING MAP AMENDMENT 2024- 02 TO IMPLEMENT THE POLICIES AND PROGRAMS OF THE CERTIFIED CITY OF LOMITA 2021-2029 HOUSING ELEMENT IN ACCORDANCE WITH GENERAL PLAN AMENDMENT NO. 2024-02 AND FINAL PROGRAM ENVIRONMENTAL IMPACT REPORT NO. 2024-01 IN ACCORDANCE WITH THE CALIFORNIA
ENVIRONMENTAL QUALITY ACT
l. Modification for the Lineup of 60th Anniversary Special Events RECOMMENDED ACTION: Appropriate an additional $12,253 from available funds in the General Fund for the 60th Anniversary events, including two additional concerts on the lawn at City Hall.
m. Consideration of a Resolution to Re-Allocate the American Rescue Plan (ARP) Recovery Funds
RECOMMENDED ACTION: Approve Staff’s Recommendation
RESOLUTON NO. 2024-33 – A RESOLUTION OF THE CITY COUNCIL OF THE CITY
OF LOMITA, CALIFORNIA, ALLOCATING FUNDS FOR THE CYPRESS GAC
PROJECT, MISCELLANEOUS COVID EXPENDITURES, JOB CREATION AND
BUSINESS INCENTIVE PROGRAM, BUILDING IMPROVEMENT PROGRAM,
SMALL BUSINESS TRAINING WITH THE SBWIB, WORKPLACE SAFETY
INFRASTRUCTURE UPGRADES, AND DIGITAL INFRASTRUCTURE UPGRADES Lomita City Council Meeting Agenda October 15, 2024
AND FINDING THE SAME EXEMPT FROM CEQA
8. SCHEDULED ITEMS
a. DISCUSSION AND CONSIDERATION TO APPROVE THE SANITARY SEWER
SYSTEM MASTER PLAN
Presented by Lina Hernandez, Deputy City Manager/Public Works Director RECOMMENDED ACTION: Receive and file the Sanitary Sewer System Master Plan. b. DISCUSSION AND CONSIDERATION OF AN APPOINTMENT TO FILL AN
UNSCHEDULED VACANCY ON THE PARKS AND RECREATION COMMISSION Presented by Andrew, Vialpando, City Manager
RECOMMENDED ACTION: Review list of previously interviewed applicants and make a decision to appoint a commissioner to fill the vacancy.
9. PUBLIC HEARINGS
None scheduled.
10. ADJOURNMENT
Written materials distributed to the City Council within 72 hours of the City Council meeting are available for public inspection via the City’s website and copies are available for public inspection beginning the next regular business day in the City Clerk’s Office, 24300 Narbonne Avenue, Lomita. In compliance with the Americans with Disabilities Act (ADA) if you need special assistance to participate in this meeting, please contact the office of the City Clerk at (310) 325-7110.
Notification at least forty-eight (48) hours prior to the meeting will enable the City to make reasonable arrangements.
I hereby certify under penalty of perjury under the laws of the State of California that the foregoing agenda was posted not less than 72 hours prior to the meeting at the following locations: Lomita City Hall, Lomita Park, and uploaded to the City of Lomita website http://www.lomita.com/cityhall/city_agendas/.
Date Posted: October 10, 2024
_______________________________
Kathleen Horn Gregory, MMC, City Clerk
CONSENT CALENDAR
AGENDA NO. 7.b.
October 15, 2024
TO: Honorable Mayor and City Council
FROM: Administrative Services Department
DATE: October 15, 2024
SUBJECT: WARRANT REGISTER
PAYROLL REGISTER
October 15, 2024 TOTAL WARRANTS ISSUED: $666,206.71
Wires Transfers: 11197-11205
Prepay: 533458-533459
Check Numbers: 533460-533545
Total Pages of Register: 16
October 4, 2024 TOTAL PAYROLL ISSUED: $160,288.28
I hereby certify that the demands or claims covered by the checks listed on pages 1 to 16 inclusive of the check register are accurate and funds are available for payment thereof:
_
Susan Kamada
Administrative Services Director
Tuesday, October 15, 2024 Reg CC MTG, Page *6
10/8/2024 3:38:56 PM Page 1 of 16
Warrant Register
Lomita, CA By Vendor Name
Payment Dates 10/2/2024 - 10/15/2024
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount Vendor: 6948 - A1 Lawnmower Shop
533460 10/15/2024 A1 Lawnmower Shop 01170 Fertilizer 88.20 533460 10/15/2024 A1 Lawnmower Shop 1169 Sharpen Edger Blade 69.00 Vendor 6948 - A1 Lawnmower Shop Total: 157.20
Vendor: 7460 - ACE Business Machines, Inc.
533461 10/15/2024 ACE Business Machines, Inc. 56282 Stamp Machine Annual Service… 77.50 533461 10/15/2024 ACE Business Machines, Inc. 56282 Stamp Machine Annual Service… 77.50 Vendor 7460 - ACE Business Machines, Inc. Total: 155.00 Vendor: 7353 - ACE Torrance Industrial Hardware
533462 10/15/2024 ACE Torrance Industrial Hard… 11847 Acetone GL 28.59 Vendor 7353 - ACE Torrance Industrial Hardware Total: 28.59 Vendor: 4015 - AFLAC
533463 10/15/2024 AFLAC 451748 Employee Life/Accident Benefi… 53.90 533463 10/15/2024 AFLAC 451748 Employee Life/Accident Benefi… 32.62 533463 10/15/2024 AFLAC 451748 Employee Life/Accident Benefi… 57.94 Vendor 4015 - AFLAC Total: 144.46
Vendor: 13145 - Agency Artifact
533464 10/15/2024 Agency Artifact 1239 Landscape Architectural Design 17,250.00 Vendor 13145 - Agency Artifact Total: 17,250.00
Vendor: 0545 - Allied Waste Transfer Services (BFI Falcon TS) 533465 10/15/2024 Allied Waste Transfer Services …4404-000022880 Dump Fee 191.79 533465 10/15/2024 Allied Waste Transfer Services …4404-000022880 Dump Fee 332.21 533465 10/15/2024 Allied Waste Transfer Services …4404-000022880 Dump Fee 1,040.00 Vendor 0545 - Allied Waste Transfer Services (BFI Falcon TS) Total: 1,564.00 Vendor: 12155 - Amazon Capital Services
533466 10/15/2024 Amazon Capital Services 166K-X3LD-HGFX 12 Pcs Halloween Stamp Kit fo… -7.71 533466 10/15/2024 Amazon Capital Services 1CGG-V1TL-WMKF 2025 Desk Calendar 22" X 17" 52.88 533466 10/15/2024 Amazon Capital Services 1CGG-V1TL-WMKF 2025 Desk Calendar 14" X 11" 3.74 533466 10/15/2024 Amazon Capital Services 1HQJ-4LR4-7XY6 Acoustic Desk Divider Mounte… 85.14 533466 10/15/2024 Amazon Capital Services 1HQJ-4LR4-7XY6 12-Pc Halloween Stamp Kit 7.71 533466 10/15/2024 Amazon Capital Services 1PYN-DP3V-CDG3 Lenovo ThinkPad Universal Th… 234.83 533466 10/15/2024 Amazon Capital Services 1WDR-JDK4-FHTR Collapsible Cube Storage Bins 59.52 Vendor 12155 - Amazon Capital Services Total: 436.11
Vendor: 7408 - American Fidelity
11198 10/02/2024 American Fidelity 2361815A Employee Flexible Spending A… 1,329.98 Vendor 7408 - American Fidelity Total: 1,329.98
Vendor: 4010 - Ameritas Life Insurance
533467 10/15/2024 Ameritas Life Insurance 100124 Employee Dental Insurance-O… 211.64 533467 10/15/2024 Ameritas Life Insurance 100124 Employee Dental Insurance-O… 2,321.74 533467 10/15/2024 Ameritas Life Insurance 100124 Employee Dental Insurance-O… 195.84 533467 10/15/2024 Ameritas Life Insurance 100124 Employee Dental Insurance-O… 74.23 533467 10/15/2024 Ameritas Life Insurance 100124 Employee Dental Insurance-O… 40.81 533467 10/15/2024 Ameritas Life Insurance 100124 Employee Dental Insurance-O… 57.02 533467 10/15/2024 Ameritas Life Insurance 100124 Employee Dental Insurance-O… 54.40 533467 10/15/2024 Ameritas Life Insurance 100124 Employee Dental Insurance-O… 163.20 533467 10/15/2024 Ameritas Life Insurance 100124 Employee Dental Insurance-O… 114.24 533467 10/15/2024 Ameritas Life Insurance 100124 Employee Dental Insurance-O… 119.68 533467 10/15/2024 Ameritas Life Insurance 100124 Employee Dental Insurance-O… 163.20 533467 10/15/2024 Ameritas Life Insurance 100124 Employee Dental Insurance-O… 97.92 533467 10/15/2024 Ameritas Life Insurance 100124 Employee Dental Insurance-O… 318.61 533467 10/15/2024 Ameritas Life Insurance 100124 Employee Dental Insurance-O… 108.80 533467 10/15/2024 Ameritas Life Insurance 100124 Employee Dental Insurance-O… 13.78 Tuesday, October 15, 2024 Reg CC MTG, Page *7
Warrant Register Payment Dates: 10/2/2024 - 10/15/2024
10/8/2024 3:38:56 PM Page 2 of 16
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 533467 10/15/2024 Ameritas Life Insurance 100124 Employee Dental Insurance-O… 10.88 533467 10/15/2024 Ameritas Life Insurance 100124 Employee Dental Insurance-O… 21.76 533467 10/15/2024 Ameritas Life Insurance 100124 Employee Dental Insurance-O… 22.00 533467 10/15/2024 Ameritas Life Insurance 100124 Employee Dental Insurance-O… 68.00 533467 10/15/2024 Ameritas Life Insurance 100124 Employee Dental Insurance-O… 523.55 533467 10/15/2024 Ameritas Life Insurance 100124 Employee Dental Insurance-O… 57.02 Vendor 4010 - Ameritas Life Insurance Total: 4,758.32
Vendor: 13154 - Ann Terrones
533468 10/15/2024 Ann Terrones 2004677.001 Refund-Picnic Shelter Deposit-… 75.00 Vendor 13154 - Ann Terrones Total: 75.00
Vendor: 13149 - Ashlee Woolfolk
533469 10/15/2024 Ashlee Woolfolk 2004672.001 Refund-Picnic Shelter Deposit-… 40.00 Vendor 13149 - Ashlee Woolfolk Total: 40.00
Vendor: 0375 - Astro Auto & Electric
533470 10/15/2024 Astro Auto & Electric 18152 2006 Ford F150 Stoplight Swit… 115.76 533470 10/15/2024 Astro Auto & Electric 18152 2006 Ford F150 Stoplight Swit… 140.00 Vendor 0375 - Astro Auto & Electric Total: 255.76
Vendor: 4020 - Automatic Data Processing
11202 10/11/2024 Automatic Data Processing 672515849 Workforce Time & Attendance 725.36 11202 10/11/2024 Automatic Data Processing 672515849 Workforce Time & Attendance 241.79 11203 10/11/2024 Automatic Data Processing 672517507 Payroll Processing-Pay Ending … 3,324.44 11203 10/11/2024 Automatic Data Processing 672517507 Payroll Processing-Pay Ending … 1,108.15 Vendor 4020 - Automatic Data Processing Total: 5,399.74 Vendor: 3334 - Autozone, Inc.
533471 10/15/2024 Autozone, Inc. 2859229522 Black Truck Leather Steering … 34.21 533471 10/15/2024 Autozone, Inc. 2859229522 20" Wiper Blade 56.20 533471 10/15/2024 Autozone, Inc. 2859229522 24" Wiper Blade 56.21 533471 10/15/2024 Autozone, Inc. 2859230308 Mechanic Wear, Gloves 28.76 533471 10/15/2024 Autozone, Inc. 2859230308 Hood Lift Support 14.32 533471 10/15/2024 Autozone, Inc. 2859230308 Washer Fluid 12.51 Vendor 3334 - Autozone, Inc. Total: 202.21
Vendor: 0415 - B.D. White Top Soil Co.
533472 10/15/2024 B.D. White Top Soil Co. 90850 Mix Dirt 81.59 533472 10/15/2024 B.D. White Top Soil Co. 91191 Brwon Bark 165.38 Vendor 0415 - B.D. White Top Soil Co. Total: 246.97
Vendor: 4105 - Banc of California
11199 10/03/2024 Banc of California PE092724 Federal & Medicare Taxes-Pay… 29,897.07 11199 10/03/2024 Banc of California PE092724 Federal & Medicare Taxes-Pay… 3,290.38 11199 10/03/2024 Banc of California PE092724 Federal & Medicare Taxes-Pay… 9.42 11199 10/03/2024 Banc of California PE092724 Federal & Medicare Taxes-Pay… 282.79 11199 10/03/2024 Banc of California PE092724 Federal & Medicare Taxes-Pay… 104.04 11199 10/03/2024 Banc of California PE092724 Federal & Medicare Taxes-Pay… 155.57 11199 10/03/2024 Banc of California PE092724 Federal & Medicare Taxes-Pay… 34.06 11199 10/03/2024 Banc of California PE092724 Federal & Medicare Taxes-Pay… 122.61 11199 10/03/2024 Banc of California PE092724 Federal & Medicare Taxes-Pay… 29.23 11199 10/03/2024 Banc of California PE092724 Federal & Medicare Taxes-Pay… 260.64 11199 10/03/2024 Banc of California PE092724 Federal & Medicare Taxes-Pay… 38.13 11199 10/03/2024 Banc of California PE092724 Federal & Medicare Taxes-Pay… 155.16 11199 10/03/2024 Banc of California PE092724 Federal & Medicare Taxes-Pay… 6.46 11199 10/03/2024 Banc of California PE092724 Federal & Medicare Taxes-Pay… 111.81 11199 10/03/2024 Banc of California PE092724 Federal & Medicare Taxes-Pay… 149.29 11199 10/03/2024 Banc of California PE092724 Federal & Medicare Taxes-Pay… 27.08 11199 10/03/2024 Banc of California PE092724 Federal & Medicare Taxes-Pay… 169.99 11199 10/03/2024 Banc of California PE092724 Federal & Medicare Taxes-Pay… 139.14 11199 10/03/2024 Banc of California PE092724 Federal & Medicare Taxes-Pay… 160.21 11199 10/03/2024 Banc of California PE092724 Federal & Medicare Taxes-Pay… 42.28 11199 10/03/2024 Banc of California PE092724 Federal & Medicare Taxes-Pay… 50.63 11199 10/03/2024 Banc of California PE092724 Federal & Medicare Taxes-Pay… 13.15 Tuesday, October 15, 2024 Reg CC MTG, Page *8
Warrant Register Payment Dates: 10/2/2024 - 10/15/2024
10/8/2024 3:38:56 PM Page 3 of 16
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 11199 10/03/2024 Banc of California PE092724 Federal & Medicare Taxes-Pay… 7.84 11199 10/03/2024 Banc of California PE092724 Federal & Medicare Taxes-Pay… 1.06 11199 10/03/2024 Banc of California PE092724 Federal & Medicare Taxes-Pay… 53.83 11199 10/03/2024 Banc of California PE092724 Federal & Medicare Taxes-Pay… 30.13 11199 10/03/2024 Banc of California PE092724 Federal & Medicare Taxes-Pay… 138.00 11199 10/03/2024 Banc of California PE092724 Federal & Medicare Taxes-Pay… 34.42 11199 10/03/2024 Banc of California PE092724 Federal & Medicare Taxes-Pay… 963.44 11200 10/03/2024 Banc of California PE092724A State Tax Withholdings Pay En… 11,197.54 Vendor 4105 - Banc of California Total: 47,675.40
Vendor: 13136 - Belinda Sandoval
533473 10/15/2024 Belinda Sandoval 2004666.001 Refund-Picnic Shelter Deposit-… 75.00 Vendor 13136 - Belinda Sandoval Total: 75.00
Vendor: 12762 - Brianna Rindge Soat
533474 10/15/2024 Brianna Rindge Soat 2 General Plan Update 4,455.00 Vendor 12762 - Brianna Rindge Soat Total: 4,455.00
Vendor: 7257 - Brit West Soccer
533475 10/15/2024 Brit West Soccer 092424 Tiny Pros Soccer Instructor 2,438.80 Vendor 7257 - Brit West Soccer Total: 2,438.80
Vendor: 3168 - California Banner & Sign Co.
533476 10/15/2024 California Banner & Sign Co. 20808 Mayor's Golf Banner 3ft X 6ft … 114.98 Vendor 3168 - California Banner & Sign Co. Total: 114.98 Vendor: 13147 - California Department of Fish & Wildlife 533458 10/07/2024 California Department of Fish… 100324 General Plan Update EIR Notic… 4,051.25 Vendor 13147 - California Department of Fish & Wildlife Total: 4,051.25 Vendor: 0655 - California Water Service
533477 10/15/2024 California Water Service 6984422222-092624 PV Dr. No. Rolling Vista Media… 291.15 533477 10/15/2024 California Water Service 8594422222-092624 Landscape Maintenance Distri… 475.23 Vendor 0655 - California Water Service Total: 766.38
Vendor: 4629 - Cecelia Villa
533478 10/15/2024 Cecelia Villa 100424 Mileage Reimbursement 26.80 Vendor 4629 - Cecelia Villa Total: 26.80
Vendor: 4653 - Chinh Nguyen
533479 10/15/2024 Chinh Nguyen 092524 Reimbursement for Water Tre… 90.00 Vendor 4653 - Chinh Nguyen Total: 90.00
Vendor: 12822 - City of Lomita - Petty Cash
533480 10/15/2024 City of Lomita - Petty Cash 100124 Petty Cash September 24 62.35 533480 10/15/2024 City of Lomita - Petty Cash 100124 Petty Cash September 24 5.31 533480 10/15/2024 City of Lomita - Petty Cash 100124 Petty Cash September 24 45.00 Vendor 12822 - City of Lomita - Petty Cash Total: 112.66 Vendor: 12703 - Clifford Sims
533481 10/15/2024 Clifford Sims 100424 Adult Basketball Scorekeeping 310.00 Vendor 12703 - Clifford Sims Total: 310.00
Vendor: 6751 - Conico Roro, Inc.
533482 10/15/2024 Conico Roro, Inc. 093024 Car Wash 43.00 533482 10/15/2024 Conico Roro, Inc. 093024 Facilities 131.84 533482 10/15/2024 Conico Roro, Inc. 093024 Park 136.56
533482 10/15/2024 Conico Roro, Inc. 093024 PW 302.34
533482 10/15/2024 Conico Roro, Inc. 093024 Water 76.02
Vendor 6751 - Conico Roro, Inc. Total: 689.76
Vendor: 13140 - Constance Gaston
533483 10/15/2024 Constance Gaston 2004661.001 Refund-Picnic Shelter Deposit-… 40.00 Vendor 13140 - Constance Gaston Total: 40.00
Vendor: 0915 - Copy Rite Printing
533484 10/15/2024 Copy Rite Printing 39846 Business Cards-A. Fernandez 41.56 533484 10/15/2024 Copy Rite Printing 39852 Business Cards-E. Barbero 49.22 Vendor 0915 - Copy Rite Printing Total: 90.78
Tuesday, October 15, 2024 Reg CC MTG, Page *9
Warrant Register Payment Dates: 10/2/2024 - 10/15/2024
10/8/2024 3:38:56 PM Page 4 of 16
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount Vendor: 7371 - Corporate Payment Systems
533485 10/15/2024 Corporate Payment Systems A. Vialpando 092524 Hotel 636.74 533485 10/15/2024 Corporate Payment Systems A. Vialpando 092524 Cal Cities Event Registration 75.00 533485 10/15/2024 Corporate Payment Systems A. Vialpando 092524 Food 45.33 533485 10/15/2024 Corporate Payment Systems A. Vialpando 092524 Uber Trip 9.92 533485 10/15/2024 Corporate Payment Systems A. Vialpando 092524 Uber Trip 7.99 533485 10/15/2024 Corporate Payment Systems A. Vialpando 092524 Food 12.93 533485 10/15/2024 Corporate Payment Systems A. Vialpando 092524 HR/PW Director Recruitment … 274.82 533485 10/15/2024 Corporate Payment Systems C. Villa 092524 Cornhole Event 900.00 533485 10/15/2024 Corporate Payment Systems C. Villa 092524 Mayor's Golf Tournament 480.00 533485 10/15/2024 Corporate Payment Systems D. Dixon 092524 Employee Health & Benefits Fa… 171.17 533485 10/15/2024 Corporate Payment Systems D. Dixon 092524 Public Works Rater Panel 9.75 533485 10/15/2024 Corporate Payment Systems D. Dixon 092524 August Birthday Celebration 9.99 533485 10/15/2024 Corporate Payment Systems D. Dixon 092524 Employee Health & Benefits Fa… 16.54 533485 10/15/2024 Corporate Payment Systems D. Dixon 092524 Public Works Rater Panel 22.00 533485 10/15/2024 Corporate Payment Systems D. Dixon 092524 August Birthday Celebration 103.17 533485 10/15/2024 Corporate Payment Systems D. Dixon 092524 Employee Health & Benefits Fa… 372.53 533485 10/15/2024 Corporate Payment Systems D. Dixon 092524 Employee Health & Benefits Fa… 296.81 533485 10/15/2024 Corporate Payment Systems G. Sugano 092524 Office 365 Subscription August… 973.81 533485 10/15/2024 Corporate Payment Systems G. Sugano 092524 Acrobat Pro 767.68 533485 10/15/2024 Corporate Payment Systems G. Sugano 092524 Internet August 24 165.60 533485 10/15/2024 Corporate Payment Systems G. Sugano 092524 Zoom Video 15.99 533485 10/15/2024 Corporate Payment Systems G. Sugano 092524 Phone Services August 24 1,297.81 533485 10/15/2024 Corporate Payment Systems G. Sugano 092524 Mayor's Golf Tournament 2,963.23 533485 10/15/2024 Corporate Payment Systems G. Sugano 092524 Mayor's Golf Tournament 6,416.00 533485 10/15/2024 Corporate Payment Systems G. Sugano 092524 Internet August 24 165.60 533485 10/15/2024 Corporate Payment Systems G. Sugano 092524 Office 365 Subscription August… 973.80 533485 10/15/2024 Corporate Payment Systems G. Sugano 092524 Phone Services August 24 1,297.81 533485 10/15/2024 Corporate Payment Systems J. Vida 092524 California Clean Truck Registra… 30.90 533485 10/15/2024 Corporate Payment Systems J. Vida 092524 California Clean Truck Registra… 30.89 533485 10/15/2024 Corporate Payment Systems K. Gregory 092524 Daily Breeze Subscription 18.00 533485 10/15/2024 Corporate Payment Systems K. Gregory 092524 City Clerk New Law & Election… 550.00 533485 10/15/2024 Corporate Payment Systems K. Gregory 092524 Dropbox 19.99 533485 10/15/2024 Corporate Payment Systems K. Gregory 092524 Posting Photos for Website 132.99 533485 10/15/2024 Corporate Payment Systems L. Abbott 092524 Cal. Cities Event Registration-… 75.00 533485 10/15/2024 Corporate Payment Systems L. Abbott 092524 Cal. Cities Event Registration-C… 75.00 533485 10/15/2024 Corporate Payment Systems L. Abbott 092524 Cal. Cities Event Registration-B… 75.00 533485 10/15/2024 Corporate Payment Systems L. Abbott 092524 City Council Meeting Dinner S… 10.55 533485 10/15/2024 Corporate Payment Systems L. Abbott 092524 City Council Meeting Dinner 80.92 533485 10/15/2024 Corporate Payment Systems L. Abbott 092524 City Council Meeting Dinner S… 21.97 533485 10/15/2024 Corporate Payment Systems L. Abbott 092524 Tough Tote for Council 17.58 533485 10/15/2024 Corporate Payment Systems L. Abbott 092524 One Year of Notary Errors & C… 33.00 533485 10/15/2024 Corporate Payment Systems L. Abbott 092524 Planning Commission Supplies 36.97 533485 10/15/2024 Corporate Payment Systems Lomita Park 092524 Canva Subscription 12.99 533485 10/15/2024 Corporate Payment Systems Lomita Park 092524 State of the City Tables & Chai… 1,130.65 533485 10/15/2024 Corporate Payment Systems Lomita Park 092524 Picnic Tables for Railroad Mus… 1,328.94 533485 10/15/2024 Corporate Payment Systems Lomita Park 092524 Mass Mobile Apps 99.00 533485 10/15/2024 Corporate Payment Systems Lomita Park 092524 Pizza for Museum Staff on Co… 129.03 533485 10/15/2024 Corporate Payment Systems Lomita Park 092524 Security for Cornhole Event 351.00 533485 10/15/2024 Corporate Payment Systems Lomita Park 092524 Bathrooms for Sound the Ala… 548.68 533485 10/15/2024 Corporate Payment Systems M. Andersen 092524 Wtr Distribution Prep Course-… 900.00 533485 10/15/2024 Corporate Payment Systems M. Andersen 092524 American Water College-Onli… 349.99 533485 10/15/2024 Corporate Payment Systems M. Andersen 092524 Laminate 16.26 533485 10/15/2024 Corporate Payment Systems M. Andersen 092524 Extension Cord 25 ft 326.28 533485 10/15/2024 Corporate Payment Systems M. Andersen 092524 Li-Ion 2250 mAh Battery 578.46 533485 10/15/2024 Corporate Payment Systems M. Andersen 092524 Staff Lunch-Water Main Leak 113.04 533485 10/15/2024 Corporate Payment Systems R. Heaney 092524 Restrooms Rental for Cornhole… 293.92 533485 10/15/2024 Corporate Payment Systems R. Heaney 092524 Cornhole Event 900.00 533485 10/15/2024 Corporate Payment Systems R. Heaney 092524 Sport Supplies 9.89 533485 10/15/2024 Corporate Payment Systems S. Kamada 092524 Employee Appreciation 3,059.60 Tuesday, October 15, 2024 Reg CC MTG, Page *10
Warrant Register Payment Dates: 10/2/2024 - 10/15/2024
10/8/2024 3:38:56 PM Page 5 of 16
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 533485 10/15/2024 Corporate Payment Systems S. Kamada 092524 Room Charge-E. Barbero & L.… 681.35 533485 10/15/2024 Corporate Payment Systems S. Kamada 092524 CACEO-Code Enforcement Reg… 520.00 533485 10/15/2024 Corporate Payment Systems S. Ritchie 092524 Concrete & Buckets for Volley… 22.02 533485 10/15/2024 Corporate Payment Systems S. Ritchie 092524 Supplies for Office 28.01 533485 10/15/2024 Corporate Payment Systems S. Ritchie 092524 Poles for Volleyball Net 330.27 533485 10/15/2024 Corporate Payment Systems S. Ritchie 092524 Volleyballs & Net 647.34 533485 10/15/2024 Corporate Payment Systems S. Ritchie 092524 Desserts for Cornhole Tourna… 238.14 533485 10/15/2024 Corporate Payment Systems S. Ritchie 092524 Ice for Cornhole Tournament 24.41 533485 10/15/2024 Corporate Payment Systems S. Ritchie 092524 Food for Cornhole Tournament 661.50 533485 10/15/2024 Corporate Payment Systems S. Ritchie 092524 Gifts for Mayor's Golf Tourna… 842.93 533485 10/15/2024 Corporate Payment Systems W. Lawson 092524 Property Report 87.72 533485 10/15/2024 Corporate Payment Systems W. Lawson 092524 Gas 65.88 Vendor 7371 - Corporate Payment Systems Total: 33,988.08 Vendor: 13155 - Darius Escala
533486 10/15/2024 Darius Escala 2004678.001 Refund-Tom Rico Deposit- Res… 200.00 Vendor 13155 - Darius Escala Total: 200.00
Vendor: 6757 - Dataprose, Inc.
533487 10/15/2024 Dataprose, Inc. DP2404541 Water Bills 2,932.09 Vendor 6757 - Dataprose, Inc. Total: 2,932.09
Vendor: 12883 - De Novo Planning Group
533488 10/15/2024 De Novo Planning Group 4387 Lomita General Plan Update 130,861.50 Vendor 12883 - De Novo Planning Group Total: 130,861.50 Vendor: 7340 - Division of the State Architect
533489 10/15/2024 Division of the State Architect 100424 July-September 24 148.40 Vendor 7340 - Division of the State Architect Total: 148.40 Vendor: 7438 - Duke Service Center, Inc.
533490 10/15/2024 Duke Service Center, Inc. 093024 Park 705.14 533490 10/15/2024 Duke Service Center, Inc. 093024 Street 706.06 533490 10/15/2024 Duke Service Center, Inc. 093024 Water 598.87 Vendor 7438 - Duke Service Center, Inc. Total: 2,010.07 Vendor: 12328 - Eileen Estrada
533491 10/15/2024 Eileen Estrada 223 Balloon Decorator 630.00 Vendor 12328 - Eileen Estrada Total: 630.00
Vendor: 2095 - Ewing Irrigation Products
533492 10/15/2024 Ewing Irrigation Products 23460453 Toro Male Precision Nozzle 86.36 533492 10/15/2024 Ewing Irrigation Products 23481902 1 X 3/4 PVC Red Bushing 5.95 533492 10/15/2024 Ewing Irrigation Products 23481902 1/2 SCH 40 PVC Be Pipe 5.04 533492 10/15/2024 Ewing Irrigation Products 23481902 1-1/4 PVC 90 Ell 2.46 533492 10/15/2024 Ewing Irrigation Products 23481902 1-1/4 X 3/4 PVC Red Bushing 1.97 533492 10/15/2024 Ewing Irrigation Products 23481902 1-1/4 X 1 PVC Red Bushing 6.31 533492 10/15/2024 Ewing Irrigation Products 23481902 1-1/4 SCH 40 PVC Be Pipe 17.42 533492 10/15/2024 Ewing Irrigation Products 23481902 3/4 X 1/2 PVC Red Bushing 0.68 533492 10/15/2024 Ewing Irrigation Products 23512273 White Water Based Marking P… 8.84 533492 10/15/2024 Ewing Irrigation Products 23512273 5004-FC Rainbird Full Rotor 57.07 533492 10/15/2024 Ewing Irrigation Products 23600438 MP Rotator Adjustment Tool 1.03 533492 10/15/2024 Ewing Irrigation Products 23600438 15F Rainbird Plastic Nozzle 5.46 533492 10/15/2024 Ewing Irrigation Products 23600438 5004-PC Rainbird Adj Rotor 22.89 533492 10/15/2024 Ewing Irrigation Products 23600438 5004-FC Rainbird Full Rotor 22.89 Vendor 2095 - Ewing Irrigation Products Total: 244.37
Vendor: 13153 - Francisco Santillan
533493 10/15/2024 Francisco Santillan 2004676.001 Refund-Picnic Shelter Deposit-… 75.00 Vendor 13153 - Francisco Santillan Total: 75.00
Vendor: 12238 - George Soares
533494 10/15/2024 George Soares 092524 Reimbursement for Work Uni… 95.44 Vendor 12238 - George Soares Total: 95.44
Vendor: 3052 - Home Depot Credit Services
533495 10/15/2024 Home Depot Credit Services 0523219 Insect Fogger Aerosol/Odor N… 16.50 Tuesday, October 15, 2024 Reg CC MTG, Page *11
Warrant Register Payment Dates: 10/2/2024 - 10/15/2024
10/8/2024 3:38:56 PM Page 6 of 16
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 533495 10/15/2024 Home Depot Credit Services 0523219 Grinding & Polishing Max-Flap… 16.50 533495 10/15/2024 Home Depot Credit Services 0523219 30 Yards Black Duct Tape 10.96 533495 10/15/2024 Home Depot Credit Services 0523219 Multi-Surface Painter's Tape 1… 8.63 533495 10/15/2024 Home Depot Credit Services 0523219 Sharp Lines Painter's Tape 0.9… 7.70 533495 10/15/2024 Home Depot Credit Services 0523219 Ant Killer Liquid Baits 6-Pk 6.58 533495 10/15/2024 Home Depot Credit Services 0523219 8 oz. Rust Dissolver Jelly 8.68 533495 10/15/2024 Home Depot Credit Services 2290397 Marigold Large African Yellow… 32.85 533495 10/15/2024 Home Depot Credit Services 2290397 Marigold Large African Orange… 29.57 533495 10/15/2024 Home Depot Credit Services 2522814 Command Poster Strips Mega… 21.92 533495 10/15/2024 Home Depot Credit Services 2814427 Self Leveling Sealant 8.76 533495 10/15/2024 Home Depot Credit Services 2814427 Vinyl Concrete Patcher 11.00 533495 10/15/2024 Home Depot Credit Services 2814427 Paint Care Fee 0.65 533495 10/15/2024 Home Depot Credit Services 2814427 Polycuramine 2.5 Car Garage F… 362.72 533495 10/15/2024 Home Depot Credit Services 7033538 Large Scoop Dustpan 27.53 533495 10/15/2024 Home Depot Credit Services 7033538 Diamond Braid 3/8" X 50' Poly… 5.49 533495 10/15/2024 Home Depot Credit Services 7033538 Combo Stencils Letters & Nu… 9.32 533495 10/15/2024 Home Depot Credit Services 7033538 Spring Link 3/2 X 3-1/2 Zinc 11.53 533495 10/15/2024 Home Depot Credit Services 7033538 Super Stiff Angle Broom 21.98 533495 10/15/2024 Home Depot Credit Services 7033538 Painters Touch 2X Satin Stone… 32.96 533495 10/15/2024 Home Depot Credit Services 7033538 Painters Touch 2X Satin Lemo… 32.96 533495 10/15/2024 Home Depot Credit Services 71309 Oil-Based Interior/Exterior Pai… 145.49 533495 10/15/2024 Home Depot Credit Services 71309 Grinding and Polishing Flap Di… 79.18 533495 10/15/2024 Home Depot Credit Services 71309 4 X 1/4" Woven Mini 6-Pk 25.00 533495 10/15/2024 Home Depot Credit Services 71309 Latex Brush Set 3-Pc 14.30 533495 10/15/2024 Home Depot Credit Services 71309 11 X 4" Mini Roller Frame 3.83 533495 10/15/2024 Home Depot Credit Services 71309 Stop Rust Rusty Metal Primer 30.78 533495 10/15/2024 Home Depot Credit Services 71309 Paint Care Fee 1.30 533495 10/15/2024 Home Depot Credit Services 801556 Grinding and Polishing Flap Di… 13.17 533495 10/15/2024 Home Depot Credit Services 8515132 Multi Position Ladder 262.90 533495 10/15/2024 Home Depot Credit Services 8515252 Wire Orange Vinyl 13.16 533495 10/15/2024 Home Depot Credit Services 8515252 Workshop Extension Cord 16/… 11.00 533495 10/15/2024 Home Depot Credit Services 8515252 Extension Cord 16/3 25' 18.36 533495 10/15/2024 Home Depot Credit Services 8515252 Multi-Outlet Extension Cord … 65.95 533495 10/15/2024 Home Depot Credit Services 8515252 Stainless Steel Sheet Metal Sc… 5.76 533495 10/15/2024 Home Depot Credit Services 8515252 Kick Down Door Stop 46.15 Vendor 3052 - Home Depot Credit Services Total: 1,421.12 Vendor: 12505 - Integrated Media Systems
533496 10/15/2024 Integrated Media Systems 47338 Council Chamber AV-Cablecast… 441.00 533496 10/15/2024 Integrated Media Systems 47338 Council Chamber AV-Cablecast… 441.00 Vendor 12505 - Integrated Media Systems Total: 882.00
Vendor: 13141 - International Municipal Signal Association - Far Western Section 533497 10/15/2024 International Municipal Signal… 0000999 Work Zone Safety Certification… 650.00 533497 10/15/2024 International Municipal Signal… 0000999 Work Zone Safety Certification… 650.00 533497 10/15/2024 International Municipal Signal… 0000999 Work Zone Safety Certification… 650.00 533497 10/15/2024 International Municipal Signal… 0000999 Work Zone Safety Certification… 650.00 Vendor 13141 - International Municipal Signal Association - Far Western Section Total: 2,600.00 Vendor: 13143 - Jacob Romero
533498 10/15/2024 Jacob Romero 2004664.001 Refund-Museum Rentals - De… 100.00 Vendor 13143 - Jacob Romero Total: 100.00
Vendor: 13151 - Jazmin Torrez
533499 10/15/2024 Jazmin Torrez 2004674.001 Refund-Picnic Shelter Deposit-… 40.00 Vendor 13151 - Jazmin Torrez Total: 40.00
Vendor: 13152 - Jennifer Hernandez
533500 10/15/2024 Jennifer Hernandez 2004675.001 Refund-Picnic Shelter Deposit-… 40.00 Vendor 13152 - Jennifer Hernandez Total: 40.00
Vendor: 4692 - Kathleen Gregory
533501 10/15/2024 Kathleen Gregory 100424 Mileage Reimbursement 50.92 Vendor 4692 - Kathleen Gregory Total: 50.92
Tuesday, October 15, 2024 Reg CC MTG, Page *12
Warrant Register Payment Dates: 10/2/2024 - 10/15/2024
10/8/2024 3:38:56 PM Page 7 of 16
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount Vendor: 12635 - Kiley & Associates, LLC
533502 10/15/2024 Kiley & Associates, LLC LO 240930 Consulting Services, Legislative… 3,333.33 Vendor 12635 - Kiley & Associates, LLC Total: 3,333.33
Vendor: 3130 - L.A. County Department of Animal Care & Control 533503 10/15/2024 L.A. County Department of An…August 24 Animal Housing August 24 -1,335.00 533503 10/15/2024 L.A. County Department of An…August 24 Animal Housing August 24 9,673.81 Vendor 3130 - L.A. County Department of Animal Care & Control Total: 8,338.81 Vendor: 3048 - L.A. County Sheriff's Department
533504 10/15/2024 L.A. County Sheriff's Departm… 250497MR Special Events-Concert in the … 1,757.88 Vendor 3048 - L.A. County Sheriff's Department Total: 1,757.88 Vendor: 7541 - LAE Associates, Inc.
533505 10/15/2024 LAE Associates, Inc. 24-535 LAE - 247 Project 39,411.00 Vendor 7541 - LAE Associates, Inc. Total: 39,411.00
Vendor: 12247 - LegalShield
533506 10/15/2024 LegalShield September 24 Employee Legal Insurance Be… 88.45 Vendor 12247 - LegalShield Total: 88.45
Vendor: 6442 - Lincoln National Life Insurance Co.
11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 214.67 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 37.44 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 21.84 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 109.05 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 173.65 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 34.84 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 29.16 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 5.20 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 38.21 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 10.40 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 31.20 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 4.70 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 27.56 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 155.73 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 104.98 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 33.80 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 41.60 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 95.84 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 128.40 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 29.12 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 138.76 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 45.76 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 49.54 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 26.00 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 3.12 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 13.55 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 7.78 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 2.08 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 35.88 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 4.16 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 6.24 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 30.65 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 27.56 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 135.65 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 29.16 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 5.20 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 537.28 11197 10/02/2024 Lincoln National Life Insurance…4746776872 Employee Life/STD/LTD Insur… 123.24 Vendor 6442 - Lincoln National Life Insurance Co. Total: 2,549.00 Tuesday, October 15, 2024 Reg CC MTG, Page *13
Warrant Register Payment Dates: 10/2/2024 - 10/15/2024
10/8/2024 3:38:56 PM Page 8 of 16
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount Vendor: 3054 - Linde Gas & Equipment Inc.
533507 10/15/2024 Linde Gas & Equipment Inc. 45321938 Acetylene Torch Rental 68.85 Vendor 3054 - Linde Gas & Equipment Inc. Total: 68.85
Vendor: 3903 - Lomita City Employees Association
533508 10/15/2024 Lomita City Employees Associa…October 24 Association Dues-October 24 1,095.00 Vendor 3903 - Lomita City Employees Association Total: 1,095.00 Vendor: 3317 - Lomita Obedience Training Club
533509 10/15/2024 Lomita Obedience Training Cl… 100224 Dog Obedience Class Instructor 2,779.00 Vendor 3317 - Lomita Obedience Training Club Total: 2,779.00 Vendor: 6859 - Los Altos Trophy
533510 10/15/2024 Los Altos Trophy 96354 Set Up Charge 25.00 533510 10/15/2024 Los Altos Trophy 96354 6 X 8" Walnut Veneer with Sil… 50.72 Vendor 6859 - Los Altos Trophy Total: 75.72
Vendor: 13148 - Lourdes Alvarez
533511 10/15/2024 Lourdes Alvarez 100324 Dial-A-Ride Refund 39.00 Vendor 13148 - Lourdes Alvarez Total: 39.00
Vendor: 13150 - Marisa Perdew
533512 10/15/2024 Marisa Perdew 2004673.001 Refund-Picnic Shelter Deposit-… 40.00 Vendor 13150 - Marisa Perdew Total: 40.00
Vendor: 3085 - Mark's Lock & Safe, Inc.
533513 10/15/2024 Mark's Lock & Safe, Inc. 0000037533 Maintenance October-Decem… 300.00 Vendor 3085 - Mark's Lock & Safe, Inc. Total: 300.00
Vendor: 13125 - MIK Construction, Inc.
533514 10/15/2024 MIK Construction, Inc. 1 Appian Way Pump Station Roo… 33,568.25 Vendor 13125 - MIK Construction, Inc. Total: 33,568.25
Vendor: 3217 - MissionSquare Retirement
11201 10/03/2024 MissionSquare Retirement PE092724 Deferred Compensation Pay D… 13,480.72 11201 10/03/2024 MissionSquare Retirement PE092724 Deferred Compensation Pay D… 1,557.13 11201 10/03/2024 MissionSquare Retirement PE092724 Deferred Compensation Pay D… 372.81 11201 10/03/2024 MissionSquare Retirement PE092724 Deferred Compensation Pay D… 32.26 11201 10/03/2024 MissionSquare Retirement PE092724 Deferred Compensation Pay D… 168.90 11201 10/03/2024 MissionSquare Retirement PE092724 Deferred Compensation Pay D… 131.11 11201 10/03/2024 MissionSquare Retirement PE092724 Deferred Compensation Pay D… 386.58 11201 10/03/2024 MissionSquare Retirement PE092724 Deferred Compensation Pay D… 289.55 11201 10/03/2024 MissionSquare Retirement PE092724 Deferred Compensation Pay D… 207.54 11201 10/03/2024 MissionSquare Retirement PE092724 Deferred Compensation Pay D… 378.48 11201 10/03/2024 MissionSquare Retirement PE092724 Deferred Compensation Pay D… 228.10 11201 10/03/2024 MissionSquare Retirement PE092724 Deferred Compensation Pay D… 578.81 11201 10/03/2024 MissionSquare Retirement PE092724 Deferred Compensation Pay D… 137.50 11201 10/03/2024 MissionSquare Retirement PE092724 Deferred Compensation Pay D… 32.97 11201 10/03/2024 MissionSquare Retirement PE092724 Deferred Compensation Pay D… 25.34 11201 10/03/2024 MissionSquare Retirement PE092724 Deferred Compensation Pay D… 399.66 11201 10/03/2024 MissionSquare Retirement PE092724 Deferred Compensation Pay D… 101.45 11201 10/03/2024 MissionSquare Retirement PE092724 Deferred Compensation Pay D… 108.79 11201 10/03/2024 MissionSquare Retirement PE092724 Deferred Compensation Pay D… 168.87 11201 10/03/2024 MissionSquare Retirement PE092724 Deferred Compensation Pay D… 1,051.09 Vendor 3217 - MissionSquare Retirement Total: 19,837.66 Vendor: 6828 - MJ Management Services, LLC
533515 10/15/2024 MJ Management Services, LLC CINV-066168 DAR September 24 503.33 Vendor 6828 - MJ Management Services, LLC Total: 503.33 Vendor: 7496 - Numa Networks
533516 10/15/2024 Numa Networks 36868 IT Services October 24 5,201.08 533516 10/15/2024 Numa Networks 36868 IT Services October 24 5,201.07 Vendor 7496 - Numa Networks Total: 10,402.15
Vendor: 12004 - Occupational Health Centers of CA, A Medical Grp 533517 10/15/2024 Occupational Health Centers o…84425997 Pre-Employee Physical Exam 334.00 Tuesday, October 15, 2024 Reg CC MTG, Page *14
Warrant Register Payment Dates: 10/2/2024 - 10/15/2024
10/8/2024 3:38:56 PM Page 9 of 16
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 533517 10/15/2024 Occupational Health Centers o…84500220 Pre-Employee Physical Exam 167.00 Vendor 12004 - Occupational Health Centers of CA, A Medical Grp Total: 501.00 Vendor: 6594 - Office Depot Business Solutions, LLC
533518 10/15/2024 Office Depot Business Solutio… 384136531001 Kleenex Tissue 6-Pk 16.05 533518 10/15/2024 Office Depot Business Solutio… 384136531001 Copy Paper 51.81 533518 10/15/2024 Office Depot Business Solutio… 384136531001 Paper Clip Jumbo 14.97 533518 10/15/2024 Office Depot Business Solutio… 384180120001 McCafe Ground Coffee, Premi… 36.93 533518 10/15/2024 Office Depot Business Solutio… 384180120001 Fine Tea And Herb Tea Gift Box 15.67 Vendor 6594 - Office Depot Business Solutions, LLC Total: 135.43 Vendor: 3446 - Pacific Coast Glove & Safety, Inc.
533519 10/15/2024 Pacific Coast Glove & Safety, I… 10081816 Safety Glasse 90.30 533519 10/15/2024 Pacific Coast Glove & Safety, I… 10081816 Safety Glasses 90.29 Vendor 3446 - Pacific Coast Glove & Safety, Inc. Total: 180.59 Vendor: 13096 - Peter-Paul Bassily
533520 10/15/2024 Peter-Paul Bassily 092524 Adult Basketball Scorekeeping 90.00 Vendor 13096 - Peter-Paul Bassily Total: 90.00
Vendor: 9052 - Pixel Graphic Design
533521 10/15/2024 Pixel Graphic Design 1096 Update Golf Classic & Mayor's… 60.00 Vendor 9052 - Pixel Graphic Design Total: 60.00
Vendor: 4090 - Public Employee Retirement System
11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 13,944.05 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 27.17 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 940.54 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 634.16 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 392.99 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 212.31 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 240.59 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 289.38 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 269.59 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 628.08 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 353.84 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 188.56 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 214.11 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 669.38 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 1,030.51 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 381.75 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 159.49 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 527.41 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 355.31 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 348.21 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 331.44 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 545.35 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 750.09 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 397.37 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 353.63 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 341.83 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 290.22 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 287.37 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 48.39 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 34.37 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 19.29 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 44.15 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 3.02 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 165.98 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 211.39 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 64.52 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 68.74 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 77.17 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 89.86 Tuesday, October 15, 2024 Reg CC MTG, Page *15
Warrant Register Payment Dates: 10/2/2024 - 10/15/2024
10/8/2024 3:38:56 PM Page 10 of 16
Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 580.98 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 294.30 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 188.56 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 867.35 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 883.57 11204 10/09/2024 Public Employee Retirement S…PE092724 Retirement Contributions-Pay… 1,710.68 11205 10/10/2024 Public Employee Retirement S…October 24 Employee Health Insurance-O… 5,711.86 11205 10/10/2024 Public Employee Retirement S…October 24 Employee Health Insurance-O… 2,063.03 11205 10/10/2024 Public Employee Retirement S…October 24 Employee Health Insurance-O… 1,445.75 11205 10/10/2024 Public Employee Retirement S…October 24 Employee Health Insurance-O… 4,478.06 11205 10/10/2024 Public Employee Retirement S…October 24 Employee Health Insurance-O… 131.62 11205 10/10/2024 Public Employee Retirement S…October 24 Employee Health Insurance-O… 4,282.30 11205 10/10/2024 Public Employee Retirement S…October 24 Employee Health Insurance-O… 841.13 11205 10/10/2024 Public Employee Retirement S…October 24 Employee Health Insurance-O… 5,606.23 11205 10/10/2024 Public Employee Retirement S…October 24 Employee Health Insurance-O… 2,530.39 11205 10/10/2024 Public Employee Retirement S…October 24 Employee Health Insurance-O… 2,932.07 11205 10/10/2024 Public Employee Retirement S…October 24 Employee Health Insurance-O… 4,047.73 11205 10/10/2024 Public Employee Retirement S…October 24 Employee Health Insurance-O… 3,050.62 11205 10/10/2024 Public Employee Retirement S…October 24 Employee Health Insurance-O… 4,153.53 11205 10/10/2024 Public Employee Retirement S…October 24 Employee Health Insurance-O… 1,613.18 11205 10/10/2024 Public Employee Retirement S…October 24 Employee Health Insurance-O… 287.07 11205 10/10/2024 Public Employee Retirement S…October 24 Employee Health Insurance-O… 171.74 11205 10/10/2024 Public Employee Retirement S…October 24 Employee Health Insurance-O… 189.16 11205 10/10/2024 Public Employee Retirement S…October 24 Employee Health Insurance-O… 433.21 11205 10/10/2024 Public Employee Retirement S…October 24 Employee Health Insurance-O… 3,152.76 11205 10/10/2024 Public Employee Retirement S…October 24 Employee Health Insurance-O… 12,135.17 Vendor 4090 - Public Employee Retirement System Total: 89,713.66 Vendor: 12173 - Race Communications
533522 10/15/2024 Race Communications RC1333812 Internet Access SBCOG Octob… 1,530.00 533522 10/15/2024 Race Communications RC1333812 Internet Access SBCOG Octob… 1,530.00 Vendor 12173 - Race Communications Total: 3,060.00
Vendor: 13067 - Rainbow Engineering Associates, Inc
533523 10/15/2024 Rainbow Engineering Associat… 3 Professional Engineering Servi… 6,480.00 Vendor 13067 - Rainbow Engineering Associates, Inc Total: 6,480.00 Vendor: 12385 - Rita Huerta
533524 10/15/2024 Rita Huerta 2004660.001 Refund-Picnic Shelter Deposit-… 40.00 Vendor 12385 - Rita Huerta Total: 40.00
Vendor: 12285 - Roadline Products Inc. USA
533525 10/15/2024 Roadline Products Inc. USA 20439 Street Sign 94.82 533525 10/15/2024 Roadline Products Inc. USA 20439 Street Sign 133.11 533525 10/15/2024 Roadline Products Inc. USA 20439 Street Sign 183.02 Vendor 12285 - Roadline Products Inc. USA Total: 410.95 Vendor: 10947 - Robert Heaney
533526 10/15/2024 Robert Heaney 091924 Wellness Reimbursement 150.00 533526 10/15/2024 Robert Heaney 100424 Mileage Reimbursement 25.46 Vendor 10947 - Robert Heaney Total: 175.46
Vendor: 13132 - Rojas Construction
533527 10/15/2024 Rojas Construction 20240923 Sidewalk Repair Program 29,407.13 Vendor 13132 - Rojas Construction Total: 29,407.13
Vendor: 3066 - Rusher Air Conditioning
533528 10/15/2024 Rusher Air Conditioning 2103360 Ignitor & Flame Sensors-Labor 539.00 Vendor 3066 - Rusher Air Conditioning Total: 539.00
Vendor: 7394 - Sharmone P. La Rose
533529 10/15/2024 Sharmone P. La Rose 092424 Recreation-Gentle Yoga Class … 1,050.00 Vendor 7394 - Sharmone P. La Rose Total: 1,050.00
Vendor: 7188 - Sharp Business Systems
533530 10/15/2024 Sharp Business Systems 9005024708 MXC304W Copier Usage 6/24… 363.69 Tuesday, October 15, 2024 Reg CC MTG, Page *16
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Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 533530 10/15/2024 Sharp Business Systems 9005050651 BP70C55 Copier Usage 9/3/24… 470.65 Vendor 7188 - Sharp Business Systems Total: 834.34
Vendor: 7233 - Siteone Landscape Supply, LLC
533531 10/15/2024 Siteone Landscape Supply, LLC 146761800-001 Tree Stake Lodge Pole Treated… 14.61 Vendor 7233 - Siteone Landscape Supply, LLC Total: 14.61 Vendor: 3544 - South Bay Cities Council of Governments
533532 10/15/2024 South Bay Cities Council of Go… October 24 Monthly City Manager's Meet… 35.00 Vendor 3544 - South Bay Cities Council of Governments Total: 35.00 Vendor: 5050 - Southern California Edison Co.
533459 10/08/2024 Southern California Edison Co. 700006214310-100124 Lomita Park 2,272.31 533459 10/08/2024 Southern California Edison Co. 700006214310-100124 Street Lights 32.66 533459 10/08/2024 Southern California Edison Co. 700006214310-100124 Traffic Signals 34.84 533459 10/08/2024 Southern California Edison Co. 700006910888-100724 Railroad Museum 165.70 533459 10/08/2024 Southern California Edison Co. 7000084444906-100724 Traffic Signals 551.79 533459 10/08/2024 Southern California Edison Co. 700016714053-100724 Lomita Park 3,046.41 533459 10/08/2024 Southern California Edison Co. 700016714053-100724 Western Pedestrian Crosswalk -69.74 533459 10/08/2024 Southern California Edison Co. 700016714053-100724 Appian Way 941.48 533459 10/08/2024 Southern California Edison Co. 700025877624-100124 Street Lights 575.85 533459 10/08/2024 Southern California Edison Co. 700025957042-100124 Street Lights 256.44 533459 10/08/2024 Southern California Edison Co. 700315793648-100124 Street Lights 182.97 533459 10/08/2024 Southern California Edison Co. 700420008832-100424 Cypress Reservoir 1,396.90 Vendor 5050 - Southern California Edison Co. Total: 9,387.61 Vendor: 5040 - Southern California Gas Co.
533533 10/15/2024 Southern California Gas Co. 07370472008-100224 Park Facilities 20.97 533533 10/15/2024 Southern California Gas Co. 07380495007-100224 City Hall Facility 198.04 Vendor 5040 - Southern California Gas Co. Total: 219.01 Vendor: 3157 - Southern California Municipal Athletic Federation (SCMAF) 533534 10/15/2024 Southern California Municipal… INST2024-LOMITA 2024 Annual SCMAF Conferen… 80.00 Vendor 3157 - Southern California Municipal Athletic Federation (SCMAF) Total: 80.00 Vendor: 13050 - TDG Engineering, Inc.
533535 10/15/2024 TDG Engineering, Inc. 02LAX00250_3 Citywide School Loading Zone… 18,724.50 Vendor 13050 - TDG Engineering, Inc. Total: 18,724.50
Vendor: 12863 - Tetra Tech Inc
533536 10/15/2024 Tetra Tech Inc 52308003 Upgrade PLC Work 22,352.40 Vendor 12863 - Tetra Tech Inc Total: 22,352.40
Vendor: 6085 - Thompson Building Materials
533537 10/15/2024 Thompson Building Materials IV-I72893 Green Reflective Safety Vest 40.48 533537 10/15/2024 Thompson Building Materials IV-I72893 Plain Toe PVC Boots 36.89 533537 10/15/2024 Thompson Building Materials IV-I72893 50' X 1 2/3 Outdoor Ext Cord 67.82 533537 10/15/2024 Thompson Building Materials IV-I72893 15-19" Rubber Tarp Strap 3.64 Vendor 6085 - Thompson Building Materials Total: 148.83 Vendor: 12170 - T-Mobile
533538 10/15/2024 T-Mobile 092024 City Council 147.00
533538 10/15/2024 T-Mobile 092024 City Manager 75.51
533538 10/15/2024 T-Mobile 092024 Emergency-Hotspot 29.40 533538 10/15/2024 T-Mobile 092024 Parking Enforcement Supervis… 25.90 533538 10/15/2024 T-Mobile 092024 Community Development 137.65 533538 10/15/2024 T-Mobile 092024 iPad for GIS System 19.74 533538 10/15/2024 T-Mobile 092024 Facilities Manager 25.90 533538 10/15/2024 T-Mobile 092024 Recreation 133.00
533538 10/15/2024 T-Mobile 092024 Park 38.85
533538 10/15/2024 T-Mobile 092024 Public Works 64.75
533538 10/15/2024 T-Mobile 092024 Water 250.60
Vendor 12170 - T-Mobile Total: 948.30
Vendor: 9100 - Tripepi Smith and Associates
533539 10/15/2024 Tripepi Smith and Associates 13267 Ad Hoc, Video Productions 2,296.51 Tuesday, October 15, 2024 Reg CC MTG, Page *17
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Payment Number Payment Date Vendor Name Payable Number Description (Item) Amount 533539 10/15/2024 Tripepi Smith and Associates 13267 Ad Hoc, Video Productions 2,296.51 Vendor 9100 - Tripepi Smith and Associates Total: 4,593.02 Vendor: 6695 - Tyler Technologies Inc.
533540 10/15/2024 Tyler Technologies Inc. 025-479673 Financial Annual Subscription 39,831.21 533540 10/15/2024 Tyler Technologies Inc. 025-479673 Financial Annual Subscription 39,831.21 533540 10/15/2024 Tyler Technologies Inc. 025-481347 Utility Billing-Insite Transactio… 2,668.75 Vendor 6695 - Tyler Technologies Inc. Total: 82,331.17
Vendor: 3123 - Underground Service Alert/SC
533541 10/15/2024 Underground Service Alert/SC 920240413 60 Dig Alerts & Monthly Main… 121.00 Vendor 3123 - Underground Service Alert/SC Total: 121.00 Vendor: 12723 - Vicki Prieto
533542 10/15/2024 Vicki Prieto 2004659.001 Refund-Picnic Shelter Deposit-… 75.00 Vendor 12723 - Vicki Prieto Total: 75.00
Vendor: 12701 - William Lawson
533543 10/15/2024 William Lawson 091224 Reimbursement for Mileage &… 236.25 Vendor 12701 - William Lawson Total: 236.25
Vendor: 7282 - Williams Data Management
533544 10/15/2024 Williams Data Management 0660176 File Storage September 24 225.88 Vendor 7282 - Williams Data Management Total: 225.88
Vendor: 12740 - Yasmin Rufina Santiago
533545 10/15/2024 Yasmin Rufina Santiago YBW150269 Balloon Artist for Halloween E… 550.00 Vendor 12740 - Yasmin Rufina Santiago Total: 550.00
Grand Total: 666,206.71
Tuesday, October 15, 2024 Reg CC MTG, Page *18
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Report Summary
Fund Summary
Fund Payment Amount
100 - General Fund 271,039.47
204 - General Plan Update 130,861.50
205 - State Gas Tax 9,000.03
220 - Proposition A Local Return 1,008.02
245 - Landscape Maintenance District #1 475.23
255 - Park Athletic 724.70
311 - Street Improvement 48,131.63
312 - Facility Improvement 17,250.00
510 - Water Operations 92,384.48
520 - Water Capital 95,331.65
Grand Total: 666,206.71
Account Summary
Account Number Account Name Payment Amount
100-000-2285.000 Employee Association D… 1,095.00
100-000-2510.000 PERS 13,944.05
100-000-2515.000 Health Insurance 5,711.86
100-000-2524.000 Other Employee Deducti… 88.45
100-000-2535.000 Accident Insurance 53.90
100-000-2540.000 Dental Insurance 2,533.38
100-000-2550.000 Federal Withholding 33,187.45
100-000-2555.000 State Withholding 11,197.54
100-000-2560.000 Deferred Compensation 13,480.72
100-000-2563.000 Flex 125 Reimbursement 1,329.98
100-000-4465.000 Animal Care and Control -1,335.00
100-000-4510.000 Park Rentals 840.00
100-000-4616.000 CASP Fee 148.40
100-110-5207.000 Medicare 9.42
100-110-5217.000 PERS Tier 3 (2%@62) 27.17
100-110-5415.000 Communications 147.00
100-110-5430.000 Conferences and Meetin… 225.00
100-110-5755.000 Special Department Supp… 131.02
100-125-5205.000 Health Insurance 4,068.11
100-125-5207.000 Medicare 282.79
100-125-5215.000 PERS Tier 1 (2.5%@55) 940.54
100-125-5216.000 PERS Tier 2 (2%@60) 634.16
100-125-5217.000 PERS Tier 3 (2%@62) 392.99
100-125-5345.000 Contractual Services 5,629.84
100-125-5415.000 Communications 75.51
100-125-5430.000 Conferences and Meetin… 822.91
100-125-5755.000 Special Department Supp… 1,477.98
100-130-5205.000 Health Insurance 2,023.68
100-130-5207.000 Medicare 104.04
100-130-5215.000 PERS Tier 1 (2.5%@55) 212.31
100-130-5216.000 PERS Tier 2 (2%@60) 240.59
100-130-5217.000 PERS Tier 3 (2%@62) 289.38
100-130-5410.000 Advertising 18.00
100-130-5420.000 Mileage Reimbursement 50.92
100-130-5430.000 Conferences and Meetin… 550.00
100-130-5505.000 Office Supplies and Expe… 82.83
100-130-5755.000 Special Department Supp… 105.59
100-210-5205.000 Health Insurance 4,759.62
100-210-5207.000 Medicare 155.57
100-210-5215.000 PERS Tier 1 (2.5%@55) 269.59
100-210-5216.000 PERS Tier 2 (2%@60) 628.08
100-210-5217.000 PERS Tier 3 (2%@62) 353.84
100-210-5345.000 Contractual Services 4,049.80
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Account Summary
Account Number Account Name Payment Amount
100-210-5710.000 Equipment Maintenance 39,908.71
100-230-5205.000 Health Insurance 391.90
100-230-5206.000 Health Insurance Retirees 4,282.30
100-230-5207.000 Medicare 156.67
100-230-5217.000 PERS Tier 3 (2%@62) 188.56
100-230-5345.000 Contractual Services 501.00
100-230-5755.000 Special Department Supp… 4,296.70
100-330-5320.000 Sheriff Contract 1,757.88
100-333-5755.000 Special Department Supp… 29.40
100-335-5205.000 Health Insurance 1,075.25
100-335-5207.000 Medicare 29.23
100-335-5217.000 PERS Tier 3 (2%@62) 214.11
100-335-5505.000 Office Supplies and Expe… 25.90
100-335-5710.000 Equipment Maintenance 43.00
100-336-5325.000 Animal Care and Control 9,673.81
100-410-5205.000 Health Insurance 6,191.91
100-410-5207.000 Medicare 298.77
100-410-5216.000 PERS Tier 2 (2%@60) 669.38
100-410-5217.000 PERS Tier 3 (2%@62) 1,030.51
100-410-5340.000 Professional Services 87.72
100-410-5345.000 Contractual Services 8,732.13
100-410-5415.000 Communications 137.65
100-410-5430.000 Conferences and Meetin… 681.35
100-410-5435.000 Training and Education 756.25
100-410-5505.000 Office Supplies and Expe… 127.75
100-410-5720.000 Fuel 65.88
100-440-5345.000 Contractual Services 9,228.15
100-440-5415.000 Communications 1,297.81
100-440-5525.000 Equipment Under $5k 234.83
100-440-5605.000 Rents and Leases 834.34
100-605-5205.000 Health Insurance 3,150.09
100-605-5207.000 Medicare 161.62
100-605-5215.000 PERS Tier 1 (2.5%@55) 381.75
100-605-5216.000 PERS Tier 2 (2%@60) 159.49
100-605-5217.000 PERS Tier 3 (2%@62) 527.41
100-605-5340.000 Professional Services 6,480.00
100-605-5415.000 Communications 19.74
100-605-5505.000 Office Supplies and Expe… 56.62
100-610-5205.000 Health Insurance 3,398.07
100-610-5207.000 Medicare 111.81
100-610-5216.000 PERS Tier 2 (2%@60) 355.31
100-610-5217.000 PERS Tier 3 (2%@62) 348.21
100-710-5205.000 Health Insurance 4,726.85
100-710-5207.000 Medicare 176.37
100-710-5215.000 PERS Tier 1 (2.5%@55) 331.44
100-710-5217.000 PERS Tier 3 (2%@62) 545.35
100-710-5405.000 Utilities 198.04
100-710-5415.000 Communications 25.90
100-710-5515.000 Uniform Expense 95.44
100-710-5705.000 General Maintenance 2,412.59
100-710-5720.000 Fuel 131.84
100-730-5205.000 Health Insurance 3,534.16
100-730-5207.000 Medicare 309.13
100-730-5215.000 PERS Tier 1 (2.5%@55) 750.09
100-730-5217.000 PERS Tier 3 (2%@62) 397.37
100-730-5345.000 Contractual Services 6,267.80
100-730-5415.000 Communications 133.00
100-730-5420.000 Mileage Reimbursement 52.26
Tuesday, October 15, 2024 Reg CC MTG, Page *20
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Account Summary
Account Number Account Name Payment Amount
100-730-5430.000 Conferences and Meetin… 80.00
100-730-5755.000 Special Department Supp… 2,306.64
100-735-5755.000 Special Department Supp… 4,051.99
100-735-5755.331 Mayor's Golf Classic 10,952.86
100-740-5205.000 Health Insurance 5,235.47
100-740-5207.000 Medicare 160.21
100-740-5215.000 PERS Tier 1 (2.5%@55) 353.63
100-740-5216.000 PERS Tier 2 (2%@60) 341.83
100-740-5217.000 PERS Tier 3 (2%@62) 290.22
100-740-5405.000 Utilities 5,339.69
100-740-5415.000 Communications 38.85
100-740-5515.000 Uniform Expense 90.30
100-740-5705.000 General Maintenance 998.38
100-740-5710.000 Equipment Maintenance 529.11
100-740-5720.000 Fuel 841.70
100-750-5207.000 Medicare 42.28
100-750-5405.000 Utilities 165.70
204-410-5345.000 Contractual Services 130,861.50
205-610-5205.000 Health Insurance 1,935.02
205-610-5207.000 Medicare 50.63
205-610-5217.000 PERS Tier 3 (2%@62) 287.37
205-610-5405.000 Utilities 1,855.96
205-610-5415.000 Communications 64.75
205-610-5435.000 Training and Education 2,600.00
205-610-5515.000 Uniform Expense 90.29
205-610-5705.000 General Maintenance 552.72
205-610-5710.000 Equipment Maintenance 30.89
205-610-5720.000 Fuel 1,008.40
205-620-5705.000 General Maintenance 524.00
220-000-4705.000 Dial-A-Ride Fares 39.00
220-340-5205.000 Health Insurance 350.49
220-340-5207.000 Medicare 13.15
220-340-5215.000 PERS Tier 1 (2.5%@55) 48.39
220-340-5216.000 PERS Tier 2 (2%@60) 34.37
220-340-5217.000 PERS Tier 3 (2%@62) 19.29
220-340-5345.000 Contractual Services 503.33
245-720-5405.000 Utilities 475.23
255-000-4460.000 Park Athletic Fund Fees 45.00
255-760-5205.000 Health Insurance 217.82
255-760-5207.000 Medicare 7.84
255-760-5217.000 PERS Tier 3 (2%@62) 44.15
255-760-5335.163 Adult Soccer Official/Sco… 400.00
255-760-5506.000 Sport Supplies 9.89
311-810-5806.352 School Traffic Circulation 18,724.50
311-810-5806.380 Sidewalk Improvement P… 29,407.13
312-820-5820.000 Building Improvements 17,250.00
510-110-5207.000 Medicare 1.06
510-110-5217.000 PERS Tier 3 (2%@62) 3.02
510-125-5205.000 Health Insurance 650.62
510-125-5207.000 Medicare 53.83
510-125-5215.000 PERS Tier 1 (2.5%@55) 165.98
510-125-5216.000 PERS Tier 2 (2%@60) 211.39
510-130-5205.000 Health Insurance 593.55
510-130-5207.000 Medicare 30.13
510-130-5215.000 PERS Tier 1 (2.5%@55) 64.52
510-130-5216.000 PERS Tier 2 (2%@60) 68.74
510-130-5217.000 PERS Tier 3 (2%@62) 77.17
510-220-5205.000 Health Insurance 3,492.76
Tuesday, October 15, 2024 Reg CC MTG, Page *21
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Account Summary
Account Number Account Name Payment Amount
510-220-5207.000 Medicare 138.00
510-220-5215.000 PERS Tier 1 (2.5%@55) 89.86
510-220-5216.000 PERS Tier 2 (2%@60) 580.98
510-220-5217.000 PERS Tier 3 (2%@62) 294.30
510-220-5345.000 Contractual Services 4,018.69
510-220-5505.000 Office Supplies and Expe… 2,932.09
510-220-5710.000 Equipment Maintenance 39,908.71
510-230-5205.000 Health Insurance 726.78
510-230-5207.000 Medicare 34.42
510-230-5217.000 PERS Tier 3 (2%@62) 188.56
510-440-5345.000 Contractual Services 8,311.47
510-440-5415.000 Communications 1,297.81
510-630-5205.000 Health Insurance 13,961.74
510-630-5207.000 Medicare 963.44
510-630-5215.000 PERS Tier 1 (2.5%@55) 867.35
510-630-5216.000 PERS Tier 2 (2%@60) 883.57
510-630-5217.000 PERS Tier 3 (2%@62) 1,710.68
510-630-5338.000 Underground Service Ale… 121.00
510-630-5340.000 Professional Services 2,296.51
510-630-5405.000 Utilities 941.48
510-630-5415.000 Communications 250.60
510-630-5435.000 Training and Education 1,339.99
510-630-5442.000 Utilities - CWPF 1,396.90
510-630-5505.000 Office Supplies and Expe… 16.26
510-630-5515.000 Uniform Expense 77.37
510-630-5525.000 Equipment Under $5k 262.90
510-630-5705.000 General Maintenance 1,993.86
510-630-5710.000 Equipment Maintenance 578.46
510-630-5720.000 Fuel 674.89
510-630-5755.000 Special Department Supp… 113.04
520-840-5821.239 Appian Way Roof 33,568.25
520-840-5821.357 246th-247th-247th Pl - … 39,411.00
520-840-5821.365 CWPF Upgrades Project 22,352.40
Grand Total: 666,206.71
Project Account Summary
Project Account Key Payment Amount
**None** 562,154.43
Appian Way Roof 33,568.25
Cypress Water Production 22,352.40
School Traffic Circulation 18,724.50
Sidewalk Improvement Program 29,407.13
Grand Total: 666,206.71
Tuesday, October 15, 2024 Reg CC MTG, Page *22
1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Susan Kamada, Administrative Services Director MEETING DATE: October 15, 2024
SUBJECT: Monthly Report for the Administrative Services Department
RECOMMENDATION
Receive and file the report.
BACKGROUND
Accounting Activities:
Staff participated in the CSMFO “Cash Flow Forecasting: Developing the Right Approach for Your Entity” webinar
Staff participated in the CSMFO “Interpreting and Communicating the New CalPERS Actuarial Report” webinar
Staff participated in the NeoGov HRIS Implementation Kickoff Meeting Staff attended the Lomita Chamber of Commerce 5-Yeark Anniversary Celebration Staff participated in the GFOA “SGF Professional Development Webinar: Real Examples of AI in Small Governments” webinar
Department activity levels for the month of September 2024 are provided below:
Journal Entries/Adjustments 5
Payroll Updates/Maintenance Changes 12 / 5 New Hires
Purchase Orders Issued 9
Purchase Orders Paid 28
Invoices Processed for Payment 209
Checks Processed (Demands & Manual) 166
Payroll Checks Processed 186
CITY OF LOMITA
CITY COUNCIL REPORT
Item No. 7c
Tuesday, October 15, 2024 Reg CC MTG, Page *23
2 Business Licenses Issued (New / Renewals) 29 / 73
Water Utility Bills Mailed / Late Notices Issued Water Bills Mailed 3932 Service Orders Issued for Water Accounts 53
OPTIONS:
None. Information only. Receive and file.
FISCAL IMPACT
None. Information only. Receive and file.
Reviewed by: Approved by:
_______________________ ______________________
Gary Y. Sugano Andrew Vialpando
Assistant City Manager City Manager
Prepared by:
__________________________
Susan Kamada, Administrative Services Director
Tuesday, October 15, 2024 Reg CC MTG, Page *24
1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Gary Sugano, Assistant City Manager
MEETING DATE: October 15, 2024
SUBJECT: Monthly Report for the City Manager’s Department
RECOMMENDATION
Receive and file the report.
BACKGROUND
INFORMATION TECHNOLOGY
Numa Networks is currently on-site one day per week to provide as-needed IT support.
During the month of August, Numa Networks assisted with a total of 55 trouble tickets.
City staff and Numa have begun the first phase of our Citywide PC Replacement project (last completed in 2018) that was approved as part of the FY 24-26 budget. Over the next 12 months, multiple servers and desktop PCs for all users will be replaced to allow these new PCs to stay up-to-date with various current and future software upgrades/needs. Two of the servers on order have been received and will be prepped for installation. The second shipment of new replacement PCs have also been received and will be deployed as well.
HUMAN RESOURCES/RISK MANAGEMENT
The City currently has three (3) recruitments open, Water Systems Superintendent in the Public Works Department/Water Division, Maintenance Worker I in the Public Works Department/Streets & Trees Division, and Associate Planner in the Community and Economic Development Department. Gallagher Benefit Services, Inc. (formerly known as Koff and Associates) is managing the recruitment process for the Water Systems Superintendent position.
CITY OF LOMITA
CITY COUNCIL REPORT
Item No. 7d
Tuesday, October 15, 2024 Reg CC MTG, Page *25
2 Lina Hernandez was promoted to Deputy City Manager/Public Works Director in the Public Works Department. Lina was previously the Senior Management Analyst in the City Manager’s Department. Lina began her new position on October 2, 2024. Mark Andersen resigned from his position, as Chief Water Operations Manager on September 19, 2024. Mark worked for the city for 12 years. The Public Works Superintendent title was changed to Public Works Operations Manager and the Chief Water Operations title was changed to Water Systems Superintendent effective October 2, 2024. These changes were made to align with industry standard.
Staff attended a Human Resources Neogov conference on October 1, 2024, through October 3, 2024. Staff also attended the JPIA Risk Management Educational Forum on October 9, 2024, through October 11, 2024.
The City conducted its annual Employee Healthcare and Benefits Fair on Monday, September 30, 2024. Several vendors participated. The fair was well attended. Open enrollment closed on October 7, 2024.
EMERGENCY MANAGEMENT
The City was awarded a Hazard Mitigation Assistance Grant in the amount of $1,124,884.50 for the 247th Street Area Water Main Replacement Project. Construction is in progress and expected to be completed by mid to late November. The project will need to be completed and staff will need to close out the grant by April 13, 2025. Staff will be submitting a new Quarterly Report and Reimbursement Requests to CalOES/FEMA on October 15, 2024. The Lomita Community Emergency Response Team (CERT) held a meeting on September 9, 2024 to discuss various action items in preparation for 2025. In addition, the CERT team is scheduled to participate in a shelter training alongside some of our neighboring cities on January 11, 2025, with instruction by American Red Cross staff. Currently, a monthly newsletter is being developed to include information on future trainings and other emergency preparedness matters.
LOMITA MANOR
The Lomita Manor property management company, HumanGood, continues providing several activities to residents. These activities include Exercise/Chair class, Coloring class, and Seasonal Holiday activities such as the St Patrick’s Celebration, Easter Egg Craft, and Fourth of July BBQ. Additional activities that have been added include Bingo, Walking Group, Art Class, Bi-Monthly Celebrations of residents’ birthdays with cake, scrapbooking, and community potlucks. Lomita Manor has also been hosting monthly town halls for their residents to pose any questions and discuss house rules for the manor as well. In collaboration with HumanGood, the City of Lomita has provided all residents of Lomita Manor with organics kitchen pails which was purchased as part of a SB 1383 State Grant.
Tuesday, October 15, 2024 Reg CC MTG, Page *26
3 COMMUNITY DEVELOPMENT BLOCK GRANT PROGRAMS
On January 16, 2024, the Community Development Advisory Board (CDAB) approved the CDBG roster (budget) for FY 24-25 in the amount of $182,787 to fund Residential Rehabilitation, Lifeline and the Job Creation and Business Incentive Loan Programs.
Ongoing updates regarding the CDBG programs will be mentioned below.
Residential Rehabilitation: For Fiscal Year 2024-25, a total of two projects are scheduled to be completed.
Lifeline: The Lifeline program provides emergency response service for a total of 19 subscribers currently enrolled. The program is accepting applications from Lomita residents who are at least 55 years old or disabled.
CITY CLERK’S OFFICE
▪ Staff attended the Registrar-Recorder/County Clerk’s City Clerk’s Summit at the County ballot processing center in the City of Industry ▪ Sent reminders to candidates and filed candidate pre-election campaign statements
▪ Continued work on agenda management and meeting video streaming project implementation
▪ Continued work on the Laserfiche file remapping project Administrative staff continues to provide customer service and support related to processing water payments, parking tickets, Dial-a-Ride, planning counter appointments and business licenses.
CITY CLERK ACTIVITY FOR THE MONTH
Council Meeting Agenda & Minutes Prepared 2/2
Council Resolutions Adopted & Processed 1
Housing Authority Agenda & Minutes Prepared 1/1
Contracts/Agreements Processed 2
Ordinances Adopted & Published 0
Certificates Prepared 2
Public Records Requests Processed 7
Dial-a-Ride New Cards Issued 9
Dial-a-Ride Payments Processed 41
Dial-a-Ride Assistance-Phone/Counter 99
Administrative Parking Appeals Reviewed & Processed 24
Parking Citations Issued & Processed 639
Parking Citations Assistance – Phone/Counter 42
Planning Commission Meeting Agenda & Minutes Prepared 2/2 Planning Commission Resolutions Processed 2
Public Safety & Traffic Commission Agenda & Minutes Prepared 1/1 Tuesday, October 15, 2024 Reg CC MTG, Page *27
4 Technical Traffic Advisory Committee Agenda & Minutes Prepared 0 Scanned & Indexed Documents 100
Water Billing Payments and Assistance- Phone/Counter 130
FISCAL IMPACT
None. Information only. Receive and file.
OPTIONS
None. Information only. Receive and file.
ATTACHMENTS
None.
Prepared by: Approved by:
_______________________ ______________________
Gary Y. Sugano Andrew Vialpando
Assistant City Manager City Manager
Tuesday, October 15, 2024 Reg CC MTG, Page *28
1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Adrian Fernandez, Community and Economic Development Director
MEETING DATE: October 15, 2024
SUBJECT: Monthly Report from the Community and Economic Development Department
RECOMMENDATION
Receive and file the report.
BACKGROUND
• On September 23, 2024, the Planning Commission reviewed and made a recommendation to certify the Final Program Environmental Impact Report (EIR), and approve the General Plan Update, and zoning map and text amendments to comply with the adopted Housing Element.
• October 1, 2024, the City Council certified the Final Program EIR, approved the General Plan Update and instructed staff to schedule the zoning map and text amendment for a second reading.
FISCAL IMPACT
There are no financial implications resulting from this recommendation.
OPTIONS
1. Receive and file the attached report.
ATTACHMENTS
None
CITY OF LOMITA
CITY COUNCIL REPORT
Item No. 7e
Tuesday, October 15, 2024 Reg CC MTG, Page *29
2 Reviewed by: Approved by:
_______________________ ______________________
Gary Y. Sugano Andrew Vialpando
Assistant City Manager City Manager
Prepared by:
.
__________________________
Adrian Fernandez, Community and Economic Development Director Tuesday, October 15, 2024 Reg CC MTG, Page *30
1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Emma Kelley, Parks and Recreation Director MEETING DATE: October 15, 2024
SUBJECT: Monthly Report for the Recreation and Facilities Division
RECOMMENDATION
Receive and file the report.
DISCUSSION
Recreation Services:
• Recreation staff is finalizing the upcoming Winter 2025 newsletter. • Museum staff are working on a new display case that will be featured in the City Hall Lobby.
• Museum and facilities staff assisted the Lomita Railroad Foundation in their annual Family Fun Day event that was held on Saturday, September 21st from 11:00 am – 4:00 pm on the Irene Lewis Field. This event was a big success and had a big turnout from Lomita residents.
• Recreation staff assisted the LASD with “Coffee with a Captain” held on October 2 nd
.
• Recreation staff are working with LASD to coordinate upcoming community events.
• Recreation staff and the Parks and Recreation Commission have started the 1 st annual Halloween Home Decorating Contest.
Facilities Rentals:
In September, the City had the following number of rentals:
• Picnic Shelters: 17
• Tom Rico Center: 3
CITY OF LOMITA
CITY COUNCIL REPORT
Item No. 7f
Tuesday, October 15, 2024 Reg CC MTG, Page *31
2 • Softball Field: 4 recurring teams (2 teams twice a week) • Gym: Blacked out for youth volleyball season.
Youth Sports:
• Youth Football and Volleyball are underway, and we are currently in Week 4 of the season. Staff has received a lot of positive feedback about the growth of our volleyball program.
• Recreation staff are now preparing for the upcoming Boys and Girls Basketball Season.
Adult Sports:
• Men’s Basketball has picked up its numbers, and now we are back to our traditional schedule of Monday, Wednesday, and Thursday. The leagues have 6 teams each. o Our Wednesday night league has ended and will return in the month of October.
o Thursday night Men’s 40+ is currently in season with 6 teams. o Monday night Men’s 40+ league has 6 teams and started in midSeptember. • Men’s 9 on 9 Soccer has officially returned! We started the league in midSeptember and so far, all has been great. The teams have been enjoying the league and the officials have been applauded for their professionalism. • This year Rec staff introduced a free drop-in Volleyball program for adults on Tuesday nights who have their children currently enrolled in either youth football or volleyball programs. It is a pickup-style open gym, limited to the first 24 people who register through Active Net.
Program Registrations:
• Recreation staff worked on the 1st annual Cornhole Tournament which was held on September 7th. Despite being a warm day, the staff had a good turnout for our first Cornhole Tournament, with lots of positive feedback from the registered players.
• Recreation staff is excited to plan next year’s Cornhole Tournament with new ideas to improve it.
• The 15th Annual Mayor’s Golf Tournament was held on Thursday, October 3rd at El Dorado Golf Course in Long Beach with 76 players registered and was a huge success.
• Recreation staff is planning this year’s annual Halloween event, scheduled on Saturday, October 26th from 12:00 pm – 3:00 pm at Lomita Park. Booked for this year’s event are 3 inflatable games/bounce houses, a face painter, a balloon decorator, and a balloon artist. 5 vendors have reached out to participate with more vendors showing interest.
Tuesday, October 15, 2024 Reg CC MTG, Page *32
3 Maintenance and Facilities:
• Facilities staff continue to communicate with AT&T contractors to provide them with access to the City Hall roof to update their AT&T Antennas. They performed a VQA test on Thursday, October 3rd. And staff will coordinate a date for their scaffolding to be removed from the exterior of City Hall and roof. • Facilities staff continue to meet with SoCal Ren to be considered for a possible grant to update the HVAC units at the Lomita Railroad Museum, Tom Rico Center, Marc Fosnaugh Gymnasium, and Public Works Yard.
• Facilities staff welcomed a new part-time facilities maintenance worker on September 20th.
FISCAL IMPACT
There are no financial implications resulting from this recommendation.
OPTIONS
None. Information only. Received and file.
ATTACHMENTS
None.
Reviewed by: Approved by:
_______________________ ______________________
Gary Y. Sugano Andrew Vialpando
Assistant City Manager City Manager
Prepared by:
__________________________
Emma Kelley, Parks and Recreation Director
Tuesday, October 15, 2024 Reg CC MTG, Page *33
1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Lina Hernandez, Deputy City Manager/Public Works Director MEETING DATE: October 15, 2024
SUBJECT: Monthly Report for the Public Works Department
RECOMMENDATION
Receive and file the report.
BACKGROUND
Water Division Updates
Cypress Water Production Facility (CWPF) and Distribution System Updates Staff continues to participate in meetings with West Basin, MWD, and LA Department of Water and Power (DWP) to construct a new emergency connection with LADWP to support a request for a shutdown of a West Basin connection, WB-08A. MWD has postponed the request for shutdown, but staff are still working to finalize project details for the new emergency connection construction.
Water Sources Update – September 2024
Well No. 5 Offline
Groundwater Pumped 0.0 acre-feet
MWD Imported Water To be reported in Oct. Report
Water News: https://www.lomitawater.com/news/
Water Quality Reports: https://www.lomitawater.com/oversight/water-quality-reports/ CWPF Tours: https://www.lomitawater.com/water-tours/
CITY OF LOMITA
CITY COUNCIL REPORT
Item No. 7g
Tuesday, October 15, 2024 Reg CC MTG, Page *34
2 Water Division Performance Measures – September 2024
Main Breaks/Leak Repairs 1
Service Connection Breaks/Leaks 2
Water Outages 2
Water Service Requests 53
USA Dig-Alert Tickets 140
Dead-end Fire Hydrant Flushing 20
Meter Maintenance 17
Inspection of Water Facilities Daily
Water Quality Complaints 1
Public Works & Engineering Division Updates
Engineering Division
Capital Improvement Projects updates are available as Exhibit 1 to this report.
Public Works & Engineering Administration Division Updates – Sept. 2024 Encroachment Permits Reviewed 12
Encroachment Permits Issued 7
Traffic Investigation Requests Reviewed by Technical Traffic Advisory Committee (TTAC) 4
Traffic Investigation Requests Approved for Public Safety and Traffic Commission (PSTC) Review 0
Current Grant Applications 2
Public Safety & Traffic
The Public Safety & Traffic Commission (PSTC) met in September and received an update on the City’s School Traffic Loading Study. The Technical Traffic Advisory Committee (TTAC) met in September and reviewed four new traffic items. One item was related to enforcement of speeding on Narbonne Avenue. LASD was asked to provide increased directed enforcement. A request for a red curb at a fire hydrant at 24725 Abita Ave. was approved based on guidance from Traffic Engineer Dykstra and Core Deputy Kellogg. A request for left hand turn lanes and handicapped parking curb were denied based on a recommendation from Traffic Engineer Dykstra.
City staff has continued to virtually attend the PV Peninsula Project coordination meetings to share information about the Narbonne South project and learn about any projects impacting Lomita.
External Funding
The request for federal community project funding was included in the final draft of a House bill, which passed through the Transportation-HUD Appropriations Tuesday, October 15, 2024 Reg CC MTG, Page *35
3 Subcommittee. Next step will be for the bill to be considered on House floor.
Staff submitted a grant application to the State's Integrated Climate Adaptation and Resiliency Program (ICARP) Extreme Heat and Community Resilience Program (EHCRP to support planned CIPs.
Public Works Field Operations Division (Parks/Street/Trees) Updates Parks Division – September 2024
Mowed Park Grounds, number of times 40
Playground Safety Inspections 11
Raised Median/Planter Weeding 28
Park Grounds Fertilize 6
Museum/City Hall Grounds Maintenance 12
Sprinkler Repair/Replacement 36
Trimmed Hedges/Trees (City grounds) 23
In addition, the Parks Team repaired and painted the exercise workout stations at Lomita Park. They have also completed extensive repairs to the irrigation systems at the Railroad Museum, Veterans Park, and City Hall.
Streets and Trees Division – September 2024
Trees Trimmed (by Crew) 109
Trees Trimmed (by Contractor) 0
Graffiti Locations Cleaned 128
City Drains Cleaned 79
Street Signs Replaced or Repaired 52
Potholes Filled / Patches 91
New work order requests 14
Backlog of work orders 165
Total Trees Planted 0
The Street/Tree Team worked with and verified work performed by the concrete contractor doing repairs of the City sidewalks. They have also completed core drilling for installing new street sweeping sign posts, painting posts at various location for aesthetic improvements/graffiti control, and various online work requests.
Tuesday, October 15, 2024 Reg CC MTG, Page *36
4 Public Works Photo Highlights
Lomita Park Fence - Before Lomita Park Fence - After
Lomita Park Pergola - Before Lomita Park Pergola - After Lomita Park Equipment - Before Lomita Park Equipment - After Tuesday, October 15, 2024 Reg CC MTG, Page *37
5 Eshelman Ave Sign – Before & After Painted Sign Post – Before & After Sidewalk Panel Replacement with Root Pruning
ATTACHMENTS
1. Capital Improvement Projects Update
Reviewed by: Approved by:
.
_______________________ ______________________
Gary Y. Sugano Andrew Vialpando
Assistant City Manager City Manager
Prepared by:
__________________________
Lina Hernandez
Deputy City Manager/Public Works Director
Tuesday, October 15, 2024 Reg CC MTG, Page *38
CITY OF LOMITA CAPITAL IMPROVEMENT PROJECTS UPDATE
Project
ID # Project Description Phase Budget
Total Contracts
Approved to
Date (with
contingency)
Total Amount
Spent to Date
F-379 Stephenson Center Rennovation: This project consists of upgrades to the restroom facilities as well as restoration of the roof at Stephenson Center in Lomita Park.
Design $ 858,200 $58,200 $45,800
F-376 Tom Rico and Railroad Museum Rennovations: This project consists of replacing the roof at the Tom Rico Center building as well as the Railroad Museum Building.
Design $ 656,040 $56,040 $42,300
F-239
Appian Way Pump Station Roof Replacement: This project consists of removing the existing wooden roof of the Appian Way Pump Station and replacing it with a steel truss frame system.
Construction $904,355 $904,355 $116,394
F-368
City Hall HVAC Upgrades: This design-build project consists of upgrading the existing heating, ventilation and air conditioning (HVAC) system at City Hall into a more energy-efficient system.
Design $ 1,500,000 $0 $0
Project
ID # Project Description Phase Budget
Total Contracts
Approved to
Date (with
contingency)
Total Amount
Spent to Date
ST-369
Downtown Lomita Multi-Benefit Stormwater: This project includes stormwater features along Lomita Boulevard and Narbonne Avenue to mitigate flood risk, improve water quality, and reduce the heat island effect in the downtown Lomita area. Additional features include bioretention areas, pervious pavement, landscape, benches and a new bike lane along Lomita Boulevard.
Design $ 939,155 $939,155 $186,586
A public hearing is scheduled on October 15, 2024 to approve the final plans.
Status
Design is progressing. Currently at 10% stage_The location of the infiltration gallery is being finalized. A Project modification Request will be isued accordingly before the end of October.
O V E R V I E W
Status Update
One more round of revisions to be made to the Design_Funding options are being considered from Prop 68, Prop A and Measure A.
Facilities O V E R V I E W
Stormwater
One more round of revisions to be made to the Design_Funding not Available yet for this fiscal year.
Construction started in September. Work is progressing per schedule.
Tuesday, October 15, 2024 Reg CC MTG, Page *39
CITY OF LOMITA CAPITAL IMPROVEMENT PROJECTS UPDATE
Project
ID # Project Description Phase Budget
Total Contracts
Approved to
Date (with
contingency)
Total Amount
Spent to Date
WS-374
Narbonne South Water Main Replacement and Street Reconstruction: This project consists of constructing 1,600 feet of PVC water pipeline on Narbonne Avenue from PCH to the southern border of the City of Lomita. The entire width of the road will be rehabilitated as well.
Design $ 2,611,941 $199,940 $154,140
Project
ID # Project Description Phase Budget
Total Contracts
Approved to
Date (with
contingency)
Total Amount
Spent to Date
W-365
Cypress Water Facility Upgrades: This project adds 4 Granular Activated Carbon (GAC) tanks to improve Lomita’s water quality by filtering out hazardous contaminants in the water after the facility shut down in 2019 due to the detection of benzene.
Construction $ 5,178,140 $4,870,575 $4,316,785
W-375 Zone G Water Main Replacement: This project consists of constructing 5,000 feet of water lines along Walnut Street, 247th Place and Ebony Lane in Zone G of the City.
Design $ 2,436,118 $202,118 $87,241
W-134
Emergency Generator At Appian Way Station: This project consists of installation of an emergency generator that will be capable of servicing the Appian Way Pump Station as needed.
Construction $ 404,316 $404,316 $259,503
W-357
247th St Water Main Replacement: This project consists of installing 3,300 linear feet of new water main that will extend from 246th Street beyond the City boundaries, looping within the City of Los Angeles right of way and along Western Avenue.
Construction $ 2,382,955 $888,067 $482,904
W-383 Alta Vista Ave Water Main Replacement: Install a 6" water pipe to replace an aging 4" pipe from 263rd to the City Limit
Design $ 150,000 $0 $0
Water
O V E R V I E W
Water & Street
O V E R V I E W
Status
Environmental review is expected to be submitted to the EPA for approval by the end of October. Meanwhile, the 100% design package is in propgress. Design is anticipated to be completed this winter.
Status
SCADA Upgrades are currently underway. Meanwhile, the City made the purchase order to replace deteriorating valves and the motor of the pump. 60% Design is progressing accordingly. Final design expected February 2025.
Delivery of last two items is pending due to supply chain issues overseas.
Construction work is expected to be completed by mid November.
Approval from State Drinking Water Division pending.
Tuesday, October 15, 2024 Reg CC MTG, Page *40
CITY OF LOMITA CAPITAL IMPROVEMENT PROJECTS UPDATE
Project
ID # Project Description Phase Budget
Total Contracts
Approved to
Date (with
contingency)
Total Amount
Spent to Date
S-368
Zone G Street Reconstruction - Phase 1: This project consists of overlaying and reconstructing certain streets in Zones G, which is the area north of Lomita Boulevard and east of Eshelman Avenue.
Construction $ 2,021,835 $1,644,428 $171,742
S-380
Sidewalk Repair Program: This project consist of repairing 27 sidewalks accorss the city. In some cases, work will include changes to driveway aprons to conform with Lomita Municipal Code 11-1.66.07 (C).
Construction $ 250,000 $148,201 $767
S-352
School Traffic Loading Study: This study aims to analyze the existing conditions and provide recommendations to improve safety for students and caregivers walking and bicycling to school is desired.
Study $ 289,000 $260,533 $10,677
S-382
Lomita Boulevard Repair: This task aims to investigate and repair the 300-ft long westbound segment of Lomita Boulevard past Lucille Ave, exhibiting excessive rutting resulting in a 2-inch-deep settlement.
Design $ 200,000 $24,977 $4,543
Project
ID # Project Description Phase Budget
Total Contracts
Approved to
Date (with
contingency)
Total Amount
Spent to Date
M-755
Palos Verdes Drive Upgrades: This project aims to replace the irrigation and turf with drought-resistant landscape for water-conserving purposes as well as reconstructing the existing pedestrian path and erosion control along Palos Verdes Drive.
Design $ 50,000 $ 19,276 $ 19,276
Project
ID # Project Description Phase Budget
Total Contracts
Approved to
Date (with
contingency)
Total Amount
Spent to Date
SE-100 Sewer System Master Plan (SMP): This study will identify any sewers that are undersized or need replacement/upsizing. Study $ 177,000 $137,544 $123,946 Wastewater
O V E R V I E W
Status
Final report expected to be approved in November.
Status
Excel Paving to start construction in November/ December.
Rojas Construction has started work as of Sep 10. Work is progressing per schedule.
Existing conditions Technical Memo is under review by the City. Public workshops is expected to be held in October /November.
Onward Engineering is performing Design Analysis. Final deliverable expected in November/ December.
This project is two-parts: 1) Design upgrades for the Maintenance District has been completed. 2) Design for the erosion control to be arranged once funhding is secured.
Status
Parks O V E R V I E W
Streets
O V E R V I E W
Tuesday, October 15, 2024 Reg CC MTG, Page *41
1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Susan Kamada, Administrative Services Director MEETING DATE: October 15, 2024
SUBJECT: September 2024 Treasury and Investment Report
RECOMMENDATION
Receive and file the report.
BACKGROUND
Pursuant to Section 41004 of the Government Code of the State of California, the City Treasurer is required to submit a monthly report of all receipts, disbursements and fund balances. The first page of the report summarizes the investment activity for the month and distribution by type of investment, held by the City. The second and third page lists all investments with original maturities exceeding one year as of the month ended September 30, 2024. The fourth page of the report provides a summary of the beginning balance, total receipts, total disbursements, ending balance for all funds, and a listing, by fund, of all month end fund balances.
In summary, all investments of the City of Lomita are in compliance with both the Government Code and our Investment Policy. In addition, the City has sufficient liquidity to meet its expenditure requirements for the ensuing six months.
11.44% of the City’s funds are with the State of California Local Agency Investment Fund (LAIF). The remaining funds of the City of Lomita are in active checking accounts, money market funds, U.S. Treasuries, Federal Agency Securities, Corporate Bonds, and FDICinsured Negotiable Certificates of Deposit that are in compliance with the California Government Code and the City’s Investment Policy. The current value of each account is obtained from actual monthly statements for the period ending September 30, 2024.
CITY OF LOMITA
CITY COUNCIL REPORT
Item No. 7h
Tuesday, October 15, 2024 Reg CC MTG, Page *42
2 OPTIONS
None, information only.
FISCAL IMPACT
None.
ATTACHMENT
1. Treasury and Investment Report for September 2024
Reviewed by: Approved by:
.
_______________________ ______________________
Gary Y. Sugano Andrew Vialpando
Assistant City Manager City Manager
Prepared by:
__________________________
Susan Kamada, Administrative Services Director
Tuesday, October 15, 2024 Reg CC MTG, Page *43
City of Lomita
Investment Portfolio Report September 30, 2024
Summary of Cash & Investments Book Value Market Value* Interest Earned Gain (Loss) on
Investment
Local Agency Investment Fund (LAIF) 3,955,927.58 3,955,927.58 0.00 0.00 Certificate of Deposit - Negotiable 16,786,000.00 16,734,919.04 42,662.18 0.00 Federal Agency Securities 7,200,000.00 7,129,827.00 13,437.50 0.00 Commercial Paper 2,000,000.00 1,891,405.00 0.00 0.00
US Treasuries 3,000,000.00 2,972,830.00 0.00 0.00
Total Pooled Investments 32,941,927.58 32,684,908.62 56,099.68 0.00 City of Lomita General Account DDA 1,633,474.47 1,633,474.47 0.00 0.00 Total Cash 1,633,474.47 1,633,474.47 0.00 0.00
Total Cash & Investments 34,575,402.05 34,318,383.09 56,099.68 0.00 City of Lomita
Distribution of Pooled Cash
Local Agency Investment Fund (LAIF) 3,955,927.58 11.44% MTD YTD Certificate of Deposit - Negotiable 16,786,000.00 48.55% Jul-24 51,878.99 51,878.99 Federal Agency Securities 7,200,000.00 20.82% Aug-24 53,282.58 105,161.57 Commerical Paper 2,000,000.00 5.78% Sep-24 56,099.68 161,261.25 US Treasuries 3,000,000.00 8.68% Oct-24 - 161,261.25
Cash on Hand 1,633,474.47 4.72% Nov-24 - 161,261.25
Total Cash & Investments 34,575,402.05 100.00% Dec-24 - 161,261.25 Jan-25 - 161,261.25
Feb-25 - 161,261.25
Mar-25 - 161,261.25
Apr-25 - 161,261.25
May-25 - 161,261.25
Jun-25 - 161,261.25
161,261.25 161,261.25
*The Governmental Accounting Standards Board (GASB) has established Statement No. 31 for setting investment valuation standards. We report the unrealized gain/(loss) monthly and book realized gain/(loss) at year end as a GASB 31 requirement.
GASB 31 is a reporting requirement that reports the "Fair Value" of investments held in our portfolio. Fair value is the amount at which a financial instrument (investment) could be exchanged in a current transaction between willing parties at current market prices. It is important to understand the relationship between prevailing interest rates and fixed coupon investments. As market interest rates fall, the "Fair Value" of held securities will rise (unrealized Gains). The opposite occurs as market interest rates rise (market prices of held investments will fall). It should be noted that investments held in the city pool are to be held until maturity so both gains and losses (unrealized) will not be taken.
Month to Date & Fiscal Year to Date
Interest Earned/ Gain (Loss) on Total Investments
Distribution of Cash &
Invesments
11.4415%
48.5490%
20.8241%
5.7845%
8.6767%
95.28%
4.72%
4.72%
100.00%
Local Agency Investment
Fund (LAIF), 11%
Certificate of
Deposit -
Negotiable, 48%
Federal Agency
Securities, 21%
Commerical
Paper, 6%
U.S. Treasuries 7%
Cash on Hand,
5%
Tuesday, October 15, 2024 Reg CC MTG, Page *44
City of Lomita
Investment Portfolio Report
September 30, 2024
Account/ Investment Title &
Description
Account #/
CUSIP
Settlement
Date
Maturity
Date
Yield to
Maturity
Beginning Face
Amount/Shares
Beginning
Market Value Buy Principal Sell Principal Change in Market Value Ending Market
Value
Ending Face
Amount/Shares
Interest
Earned /
(Accrued)
Realized Gain
/(Loss) On
Investment
Local Agency Investment Fund (LAIF)
City of Lomita XX-XX-469 N/A 4.575% 3,955,927.58 3,955,927.58 - - 3,955,927.58 3,955,927.58 - Sub Total / Average 4.575% 3,955,927.58 3,955,927.58 - - - 3,955,927.58 3,955,927.58 - - Certificate of Deposit - Negotiable
Raymond James Bank NA 75472RBB6 02/14/20 02/14/25 1.750% 248,000.00 244,622.24 - - 684.48 245,306.72 248,000.00 Liberty Federal Credit Union 53052LAP4 03/24/23 03/24/25 5.350% 248,000.00 248,959.76 - - 76.88 249,036.64 248,000.00 1,126.87 Lafayette FCU 50625LAY9 03/31/22 03/31/25 2.200% 249,000.00 245,464.20 - - 739.53 246,203.73 249,000.00 465.25 Direct Federal Credit Union 25460FDZ6 02/01/23 05/01/25 4.700% 248,000.00 248,049.60 - - 386.88 248,436.48 248,000.00 989.96 JPMorgan Chase Bank NA 48128WCJ2 12/03/21 05/16/25 0.800% 248,000.00 241,326.32 - - 1,225.12 242,551.44 248,000.00 Institution for Savings Newburyport MA 45780PBL8 05/20/22 05/20/25 3.100% 247,000.00 244,253.36 - - 810.16 245,063.52 247,000.00 651.43 Axiom Bank Maitland FL 05464LBR1 11/30/21 06/13/25 0.700% 249,000.00 241,482.69 - - 1,349.58 242,832.27 249,000.00 148.04 Bank of Princeton 064520BE8 06/26/20 06/26/25 0.600% 210,000.00 203,263.20 - - 1,167.60 204,430.80 210,000.00 107.01 California Credit Union 130162BL3 12/28/23 06/30/25 5.100% 244,000.00 245,027.24 - - 458.72 245,485.96 244,000.00 Flushing Bank 34387AFF1 11/04/22 11/04/25 4.700% 249,000.00 250,075.68 - - 981.06 251,056.74 249,000.00 993.95 Comerica Bank 200339GC7 05/08/24 11/10/25 5.100% 243,000.00 245,187.00 - - 857.79 246,044.79 243,000.00 Bankunited NA 066519RX9 12/08/21 12/08/25 1.250% 248,000.00 238,695.04 - - 1,619.44 240,314.48 248,000.00 781.37 USAlliance FCU 90352RCD5 01/28/22 01/28/26 1.350% 249,000.00 239,164.50 - - 1,630.95 240,795.45 249,000.00 276.29 Liberty First Credit Union 530520AF2 02/03/23 02/03/26 4.400% 249,000.00 249,943.71 - - 1,038.33 250,982.04 249,000.00 951.66 Truliant 89789AAH0 03/22/23 03/23/26 5.150% 248,000.00 251,566.24 - - 897.76 252,464.00 248,000.00 1,084.75 Pentagon FCU 70962LBK7 03/28/22 03/30/26 2.050% 249,000.00 240,887.58 - - 1,474.08 242,361.66 249,000.00 433.53 Kansas State Bank 50116CCV9 03/31/22 03/31/26 2.300% 249,000.00 241,868.64 - 1,424.28 243,292.92 249,000.00 470.71 Nelnet Bank 64034KAC5 04/15/21 04/15/26 0.700% 248,000.00 234,655.12 - - 1,676.48 236,331.60 248,000.00 Community West Bank NA 20415QHQ5 04/23/21 04/23/26 0.700% 248,000.00 234,409.60 - - 1,693.84 236,103.44 248,000.00 147.44 Bank of America 06051XDH2 05/09/24 05/11/26 5.000% 243,000.00 246,358.26 - - 835.92 247,194.18 243,000.00 State BK India New York NY 856285VS7 05/19/21 05/19/26 1.000% 247,000.00 234,291.85 - - 1,580.80 235,872.65 247,000.00 Flagstar Bank 33847GJJ2 06/27/24 06/26/26 5.000% 243,000.00 246,878.28 - - 777.60 247,655.88 243,000.00 Toyota Financial Savings Bank 89235MLD1 07/22/21 07/22/26 0.950% 248,000.00 234,050.00 - - 1,507.84 235,557.84 248,000.00 Medallion BK Salt Lake City 58404DLD1 07/30/21 07/30/26 0.800% 248,000.00 233,251.44 - - 1,522.72 234,774.16 248,000.00 Sallie Mae Bank 795451AK9 08/11/21 08/11/26 1.100% 248,000.00 234,441.84 - - 1,445.84 235,887.68 248,000.00 Metro Credit Union 59161YAN6 02/18/22 08/18/26 1.600% 249,000.00 237,625.68 - - 1,369.50 238,995.18 249,000.00 338.37 Texas Exchange Bank 88241TML1 11/26/21 11/27/26 1.200% 249,000.00 234,167.07 - - 1,446.69 235,613.76 249,000.00 253.78 Beal Bank USA 07371CH69 03/02/22 02/24/27 2.050% 248,000.00 236,859.84 - - 1,237.52 238,097.36 248,000.00 2,562.89 Alabama Credit Union 01025RAP4 02/28/24 03/01/27 4.500% 248,000.00 251,226.48 - - 798.56 252,025.04 248,000.00 947.84 Capital One Bank USA NA 14042TFP7 04/27/22 04/27/27 2.900% 248,000.00 241,502.40 - - 1,006.88 242,509.28 248,000.00 Morgan Stanley Bank 61773TDN0 04/29/22 04/29/27 3.000% 246,000.00 240,162.42 - - 976.62 241,139.04 246,000.00 Discover Bank 254673G83 06/14/22 06/14/27 3.150% 246,000.00 240,947.16 - - 900.36 241,847.52 246,000.00 The Dart Bank 237412AN1 06/08/22 06/15/27 3.250% 249,000.00 244,557.84 - - 923.79 245,481.63 249,000.00 687.31 Forbright Bank 34520LAT0 11/02/22 11/02/27 4.600% 249,000.00 254,231.49 - - 732.06 254,963.55 249,000.00 972.81 Alliant Credit Union 01882MAC6 12/30/22 12/30/27 5.000% 248,000.00 256,645.28 - - 922.56 257,567.84 248,000.00 1,053.15 First Technology Federal 33715LEL0 02/03/23 02/03/28 5.000% 248,000.00 248,456.32 - - (163.68) 248,292.64 248,000.00 1,053.15 Alaska USA Federal Credit Union 011852AE0 03/08/23 03/08/28 4.600% 249,000.00 254,916.24 - - 1,386.93 256,303.17 249,000.00 972.81 United Fidelity Bank 910286HR7 04/12/24 04/12/28 4.400% 243,000.00 247,320.54 - - 1,577.07 248,897.61 243,000.00 908.09 First Federal S&L Assn 32023HBV9 06/28/24 06/28/28 5.300% 248,000.00 250,894.16 - - 334.80 251,228.96 248,000.00 1,116.34 Freedom Northwest CU 356436AP0 08/25/23 09/19/28 5.650% 248,000.00 252,580.56 - - 359.60 252,940.16 248,000.00 1,190.06 Southwest FCU 585899AG2 01/19/24 01/19/29 4.000% 249,000.00 250,698.18 - - 2,460.12 253,158.30 249,000.00 845.92 SCE Federal Credit Union 78413RAS6 05/22/24 05/22/29 4.550% 249,000.00 256,943.10 - - 2,004.45 258,947.55 249,000.00 962.23 First Community Bank 31983VCS4 08/21/24 08/21/29 3.750% 249,000.00 248,464.65 - 1,767.90 250,232.55 249,000.00 793.05 Morgan Stanley Private Bk Natl Assn 61760AX53 09/05/19 09/05/24 1.900% 100,000.00 100,000.00 - (100,000.00) (100,000.00) - - 957.81 Synchrony Bank 87165FF58 11/30/21 11/29/24 0.850% 245,000.00 242,501.00 - - 943.25 243,444.25 245,000.00 Workers Federal Credit Union 98138MBC3 01/27/23 01/27/25 4.700% 249,000.00 248,912.85 - - 122.01 249,034.86 249,000.00 993.95 Enerbank USA Salt 29278TMZ0 02/14/20 02/14/25 1.650% 245,000.00 241,616.55 - - 717.85 242,334.40 245,000.00 343.34 Merrick Bank 59013KQE9 11/30/21 05/30/25 0.900% 245,000.00 238,255.15 - - 1,247.05 239,502.20 245,000.00 187.27 Spokane Teachers Credit Union 849061AA4 11/23/22 11/24/25 5.000% 248,000.00 250,088.16 - - 930.00 251,018.16 248,000.00 1,053.15 Eaglemark Savings Bank 27004PBD4 04/07/21 04/07/26 0.700% 245,000.00 231,958.65 - - 1,663.55 233,622.20 245,000.00 Greenstate Credit Union 39573LBL1 06/16/21 06/16/26 0.900% 249,000.00 235,280.10 - - 1,601.07 236,881.17 249,000.00 190.33 Tuesday, October 15, 2024 Reg CC MTG, Page *45
City of Lomita
Investment Portfolio Report
September 30, 2024
Account/ Investment Title &
Description
Account #/
CUSIP
Settlement
Date
Maturity
Date
Yield to
Maturity
Beginning Face
Amount/Shares
Beginning
Market Value Buy Principal Sell Principal Change in Market Value Ending Market
Value
Ending Face
Amount/Shares
Interest
Earned /
(Accrued)
Realized Gain
/(Loss) On
Investment
UBS Bk USA Salt Lake 90348JQ29 07/14/21 07/14/26 0.900% 249,000.00 234,839.37 - - 1,556.25 236,395.62 249,000.00 190.33 Baxter Credit Union 07181JAU8 11/22/22 11/23/26 5.000% 248,000.00 253,394.00 - - 763.84 254,157.84 248,000.00 1,053.15 Celtic Bank 15118RZT7 11/30/22 11/30/26 4.800% 249,000.00 253,399.83 - - 771.90 254,171.73 249,000.00 1,015.10 Dept of Commerce Federal CU 24951TAT2 05/13/22 05/13/27 3.250% 249,000.00 244,632.54 - - 958.65 245,591.19 249,000.00 687.31 BMO Harris Bank NA 05600XFW5 06/15/22 06/15/27 3.300% 249,000.00 232,436.52 - - 13,363.83 245,800.35 249,000.00 697.88 Empower FCU 291916AM6 06/26/24 06/28/27 4.900% 248,000.00 254,482.72 - - 617.52 255,100.24 248,000.00 1,032.09 Numerica Credit Union 67054NBC6 11/04/22 11/04/27 4.950% 248,000.00 255,812.00 - - 677.04 256,489.04 248,000.00 1,042.62 University Bk Ann 914098DQ8 04/03/23 04/03/28 4.850% 248,000.00 256,107.12 - - 1,490.48 257,597.60 248,000.00 1,021.56 Customers Bank 23204HNZ7 05/31/23 05/31/28 4.450% 244,000.00 254,099.16 - - 1,759.24 255,858.40 244,000.00 First National Bank 32110YP74 08/30/24 08/30/28 3.800% 249,000.00 248,561.76 - 2,544.78 251,106.54 249,000.00 803.62 CoVantage Credit Union 22282XAG5 09/03/24 09/05/28 3.900% 247,000.00 3,028.22 250,028.22 247,000.00 Calprivate Bank 13135NCB4 12/27/23 12/27/28 3.850% 245,000.00 245,090.65 - - 2,457.35 247,548.00 245,000.00 Ledyark NBk/Norwich VT 523343AA9 01/02/24 12/29/28 4.050% 245,000.00 255,637.90 - - 2,366.70 258,004.60 245,000.00 National Bank of Commerce 633368GT6 01/05/24 01/05/29 4.800% 249,000.00 249,206.67 - - 89.64 249,296.31 249,000.00 1,015.10 Spur Security Bank 85214EAA0 03/26/24 03/12/29 4.200% 244,000.00 247,711.24 - - 2,281.40 249,992.64 244,000.00 5,166.11 Malaga Bk FSB 56102ABS4 04/19/24 04/19/29 4.150% 245,000.00 248,464.30 - - 2,131.50 250,595.80 245,000.00 863.54 First Foundation Bank 32026U5S1 05/10/24 05/10/29 4.600% 244,000.00 252,076.40 - - 1,961.76 254,038.16 244,000.00 Leaders Credit Union 52171MAN5 08/30/24 08/30/29 3.850% 249,000.00 251,355.54 - 1,675.77 253,031.31 249,000.00 1,061.86 Sub Total / Average 3.254% 16,639,000.00 16,492,292.98 247,000.00 (100,000.00) (4,373.94) 16,734,919.04 16,786,000.00 42,662.18 - Federal Agency Securities
Federal Home LN BKS 3130APXC4 12/10/21 12/10/24 1.100% 1,000,000.00 989,060.00 - - 4,050.00 993,110.00 1,000,000.00 Federal Home LN BKS 3130ALMM3 03/30/21 03/30/26 1.000% 250,000.00 237,840.00 - - 1,670.00 239,510.00 250,000.00 1,250.00 - Federal Home LN BKS 3130AR2B6 03/08/22 03/08/27 2.375% 500,000.00 480,340.00 - - 3,380.00 483,720.00 500,000.00 5,937.50 Federal Home LN BKS 3130ARDY4 03/29/22 03/29/27 2.500% 500,000.00 481,475.00 - - 3,355.00 484,830.00 500,000.00 6,250.00 Federal Home LN MTG 3134H1A45 04/11/24 04/08/27 5.500% 250,000.00 249,752.50 - - 317.50 250,070.00 250,000.00 - Federal Home LN BKS 3130ARGQ8 04/14/22 04/14/27 2.875% 250,000.00 242,940.00 - - 1,575.00 244,515.00 250,000.00 Federal Home LN BKS 3130ASD22 06/29/22 06/29/27 3.590% 250,000.00 246,420.00 - - 1,792.50 248,212.50 250,000.00 Federal Home LN MTG 3134GXL28 08/17/22 08/17/27 4.150% 250,000.00 249,240.00 - - 572.50 249,812.50 250,000.00 Federal Home LN MTG 3134GXQ23 08/25/22 08/25/27 4.250% 250,000.00 249,957.50 - - 95.00 250,052.50 250,000.00 Federal Home LN MTG 3134GY3F7 11/22/22 11/22/27 5.125% 250,000.00 249,677.50 - - 175.00 249,852.50 250,000.00 Federal Home LN MTG 3134GYF31 01/30/23 01/27/28 5.100% 250,000.00 249,572.50 - - 272.50 249,845.00 250,000.00 Federal Farm Credit Bank 3133EPC45 11/16/23 11/13/28 4.625% 500,000.00 515,590.00 - - 3,330.00 518,920.00 500,000.00 Federal Natl Mtg Assn 3135GASH5 05/08/24 05/08/29 4.800% 450,000.00 451,075.50 - 999.00 452,074.50 450,000.00 Federal Farm Credit Bank 3133ENCD0 11/30/21 10/27/25 1.040% 500,000.00 482,800.00 - - 3,025.00 485,825.00 500,000.00 Federal Farm Credit Bank 3133EMB76 05/26/21 05/26/26 0.950% 500,000.00 473,915.00 - - 2,600.00 476,515.00 500,000.00 - Federal Farm Credit Bank 3133ERJQ5 07/03/24 07/03/28 5.300% 250,000.00 250,745.00 - 712.50 251,457.50 250,000.00 - Federal Home LN MTG 3134H1HY2 10/30/23 10/30/28 6.000% 500,000.00 499,595.00 - - (150.00) 499,445.00 500,000.00 Fannie Mae 3135GASQ5 06/17/24 05/16/29 4.625% 500,000.00 500,915.00 - - 1,145.00 502,060.00 500,000.00 Sub Total / Average 3.606% 7,200,000.00 7,100,910.50 - - 28,916.50 7,129,827.00 7,200,000.00 13,437.50 - Commercial Paper
Goldman Sachs Corp A2 38150AFK6 04/30/21 04/30/26 1.550% 500,000.00 470,100.00 - - 3,740.00 473,840.00 500,000.00 Bank of America Corp A2 06048WM31 05/28/21 05/28/26 1.250% 1,000,000.00 937,560.00 - - 9,810.00 947,370.00 1,000,000.00 JPMorgan Chase & Co 48128G4R8 08/17/21 08/17/26 1.150% 500,000.00 466,880.00 - - 3,315.00 470,195.00 500,000.00 - Sub Total / Average 1.317% 2,000,000.00 1,874,540.00 - - 16,865.00 1,891,405.00 2,000,000.00 - - U.S. Treasuries
US Treasury Note 9128283J7 12/19/23 11/30/24 2.125% 1,000,000.00 993,130.00 - 2,530.00 995,660.00 1,000,000.00 US Treasury Note 912797LD7 05/21/24 11/14/24 0.000% 1,000,000.00 990,000.00 - 4,310.00 994,310.00 1,000,000.00 US Treasury Note 912797KA4 08/30/24 02/20/25 0.000% 1,000,000.00 977,820.00 5,040.00 982,860.00 1,000,000.00 Sub Total / Average 0.708% 3,000,000.00 2,960,950.00 - - 11,880.00 2,972,830.00 3,000,000.00 - - Total / Average - Investments 2.69% 32,794,927.58 32,384,621.06 247,000.00 (100,000.00) 53,287.56 32,684,908.62 32,941,927.58 56,099.68 - Tuesday, October 15, 2024 Reg CC MTG, Page *46
City of Lomita
Investment Portfolio Report
September 30, 2024
Account/ Investment Title &
Description
Account #/
CUSIP
Settlement
Date
Maturity
Date
Yield to
Maturity
Beginning Face
Amount/Shares
Beginning
Market Value Buy Principal Sell Principal Change in Market Value Ending Market
Value
Ending Face
Amount/Shares
Interest
Earned /
(Accrued)
Realized Gain
/(Loss) On
Investment
Demand Deposit Account (DDA)
Pacific Western - General Account XXXX259 N/A N/A 0.000% 1,832,871.44 N/A N/A N/A N/A 1,832,871.44 1,832,871.44 N/A N/A (Outstanding Debits & Checks) N/A N/A (199,396.97) N/A N/A N/A N/A (199,396.97) (199,396.97) N/A N/A Sub Total / Average 0.000% 1,633,474.47 1,633,474.47 1,633,474.47 - - Total /Cash & Investments 34,428,402.05 32,384,621.06 247,000.00 (100,000.00) 53,287.56 34,318,383.09 34,575,402.05 56,099.68 - Tuesday, October 15, 2024 Reg CC MTG, Page *47
City of Lomita
Investment Portfolio Report September 30, 2024
Previous Balance $ 3,127,423.47
Deposits 1,398,144.34
Disbursements (2,687,339.43)
Adjustments (5,356.94)
Current Balance 1,832,871.44
General Fund - City Operations
General Fund - City Operations including LAIF and Investments 100 8,689,674.75 Sub Total - General Fund - City Operations including LAIF and Investments 8,689,674.75 Special Revenue Funds
OPEB Trust Fund - Retiree Health Care 201 264,328.86
Pension Stabilization Fund 202 1,387,488.48
Economic Development 203 746,506.98
General Plan Update 204 109,293.79
Gas Tax Fund - Street Maintenance 205 1,961,442.66
Measure R Local Fund - Street Projects 207 1,122,695.20 Measure R Highway Fund - Street Projects 208 (54,129.84) Measure M Fund - Street Projects 209 1,191,410.22
Economic Stabilization 210 500,000.00
Measure W Fund - Safe Clean Water Program 211 506,657.55 American Rescue Plan 212 1,336,976.00
CDBG Fund - Housing Programs 215 (338.51)
Proposition A Fund - Transportation Projects 220 1,156,403.33 Proposition C Fund - Transportation Projects 225 3,054,690.14 Transportation Development Act Article 3- Transportation Projects 230 (19,276.00) Air Quality Fund - Air Quality Projects 235 73,857.91
Landscape Maintenance Fund - Landscape Maintenance District 245 15,204.28 Park Facilities Fee Fund - Quimby Funds 250 607,138.32
Park Athletic Fund - Park Athlete Programs 255 138,291.43 Park Grant Fund - Park Improvement Programs 257 (7,800.06) Lomita Manor Fund - Federal Housing Program 260 197,505.04 CA Law Enf. Equip. Program (CLEEP) Fund - Public Safety Equip. 276 6,544.03 Sub Total - Special Revenue Funds 14,294,889.81
Capital Improvement Funds
Capital Improvement Fund - Capital Improvement Projects 310 148,307.36 Street Improvement Fund - Street Improvement Projects 311 1,998,917.77 Facilities Improvement Fund - Facilities Improvement Projects 312 348,669.23 Stephenson Center Fund - Facilities Improvement Projects 313 85,744.47 Sub Total - Capital Improvement Funds 2,581,638.83
GENERAL LEDGER CASH BALANCES
Tuesday, October 15, 2024 Reg CC MTG, Page *48
City of Lomita
Investment Portfolio Report September 30, 2024
Previous Balance $ 3,127,423.47
Deposits 1,398,144.34
Disbursements (2,687,339.43)
Adjustments (5,356.94)
Current Balance 1,832,871.44
Proprietary Funds
Water Operations Fund - Water Operations 510 3,700,093.73 Water Capital Fund - Water Capital Projects 520 2,671,722.75 Rate Stabilization - Cypress Reservoir Bond 530 125,000.00 Internal Service Fund - Equipment Replacement 610 1,258,942.87 PK Equipment Replacement Fund 611 754,911.21
Sewer Replacement Fund 612 476,533.75
Sub Total - Proprietary Funds 8,987,204.31
Trust and Agency Funds
Museum Foundation Fund - Railroad Museum Programs 720 20,768.35 Tom Rico Memorial Fund - Park Program Scholarships 730 1,226.00 Sub Total - Trust & Agency Funds 21,994.35
Total 34,575,402.05
Pooled Cash 999 (32,742,530.61)
Grand Total 1,832,871.44
Tuesday, October 15, 2024 Reg CC MTG, Page *49
1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Susan Kamada, Administrative Services Director MEETING DATE: October 15, 2024
SUBJECT: Fiscal Year (FY) 2023/24 Quarterly Financial Report
RECOMMENDATION
Receive and file the Fiscal Year (FY) 2023/24 Quarterly Financial Report Fourth Quarter Ending June 30, 2024.
BACKGROUND
This financial report summarized the City’s financial position for the quarter ending June 30, 2024, for the General Fund, Water Funds, and Special Revenue Funds. The purpose of this report is to provide the City Council, City management, and the Lomita community an update on the City’s fiscal status based on the most recent financial information available.
The City operates on a biennial budget cycle. Through the City’s adopted biennial budget, the City Council approves revenue estimates and authorizes staff to exercise responsible fiscal stewardship over the City’s financial resources. Accordingly, this action provides a quarterly financial report on the City’s fiscal condition.
The Fourth Quarter Financial Report covers financial activity through the fourth quarter of FY 2023/24, ending June 30, 2024.
OPTIONS
None. Information only. Receive and file.
CITY OF LOMITA
CITY COUNCIL REPORT
Item No. 7i
Tuesday, October 15, 2024 Reg CC MTG, Page *50
2 FISCAL IMPACT
None. Information only. Receive and file.
ATTACHMENT
FY 2023/24 Quarterly Financial Report Fourth Quarter Ending June 30, 2024.
Reviewed by: Approved by:
_______________________ ______________________
Gary Y. Sugano Andrew Vialpando
Assistant City Manager City Manager
Prepared by:
__________________________
Susan Kamada, Administrative Services Director
Tuesday, October 15, 2024 Reg CC MTG, Page *51
Fiscal Year 2023-2024 Quarterly Financial Report
4th Quarter Ending June 30, 2024
1 4th QUARTER ENDING JUNE 30, 2024
OVERVIEW
This financial report summarized the city’s financial position for the quarter ending June 30, 2024, for the General Fund, Water Funds, and Special Revenue Funds. The purpose of this report is to provide the City Council, City management, and the Lomita community an update on the city’s fiscal status based on the most recent financial information available.
General Fund Summary
Through the fourth quarter, the General Fund is tracking as expected. The table presented in this report include budgetto-actual comparisons between the current fiscal year and the previous fiscal year to show results of the fourth quarter of each year compared to the adjusted budget as it stood on June 30th of each year. A year-over-year comparison is also presented to show results of the three months of the current fiscal year as compared to the previous year. Major difference in budget-to-actual and year-over-year comparisons are explained in this report.
The City’s General Fund for the fourth quarter of Fiscal Year 2023-2024, which ended June 30, 2024, are tracking as expected. General Fund revenues are up $164,382 compared to the same period last year; this increase is due mainly to business license and development taxes. Usually most of the revenues are expected to come in in the second half of the fiscal year, which is typical for the city. Fiscal year to date expenditures, excluding transfers to other funds, are at $2.5 million, compared to $2.3 million last year. Details of revenue and expenditure changes from the prior year are explained later in this report.
Budgeted Fund Balance Summary
The General Fund audited fund balance as of July 1, 2023, was higher than the projected beginning balance in the Fiscal Year 2023-2024 Adopted Annual Operating & Capital Improvements Budget. The following table details the General Fund’s budgeted Fiscal Year 2023-2024 Fund Balance computation:
Revenues
Property Tax, Sales Tax, Vehicle License Fees, Franchise Tax, and Building and Safety Fees are the city’s major tax revenues, and account for nearly 74% of total General Fund Revenues. The table below shows fourth quarter budget-to-actual revenues for Fiscal Years 2022-2023 and 2023-2024. The Fiscal Year 2023-2024 General Fund revenue amended budget is General Fund
Budgeted Fund Balance
Amended
Budget
Projected as of
06/30/24
Fund Balance, 07/1/2023 (Audited) $ 8,054,390 $ 8,054,390 Budgeted Revenues 14,542,230 16,056,296
Budgeted Expenditures (13,611,224) (13,248,641)
Budgeted Operating, Transfers In 77,921 -
Budgeted Operating, Transfers Out (1,266,377) (2,807,655) Budgeted Fund Balance, 06/30/2024 $ 7,796,940 $ 8,054,390 Tuesday, October 15, 2024 Reg CC MTG, Page *52
Fiscal Year 2023-2024 Quarterly Financial Report
4th Quarter Ending June 30, 2024
2 4th QUARTER ENDING JUNE 30, 2024
$14,620,151. Through the end of the fourth quarter (Q4) of Fiscal Year 2023-2024, total General Fund Revenues were $16 million which is approximately $100,000, or 0.5% less than the same period last fiscal year. Overall, total revenues are at 109.8% of budget through the fourth quarter of the current fiscal year, which is slightly higher than the same period last fiscal year, 106% of budget.
Six revenue sources account for approximately 79% of the General Fund revenue budget. Those accounts, in order of greatest to smallest, are Sales and Use Tax, Vehicle License Fee, Property Taxes, Franchise Taxes, Business License Taxes, and Building and Safety Fee. As of the end of the fourth quarter, these revenues are tracking closely to last fiscal year’s percentages. Below is a comparison of prior and current fiscal year through the end of the fourth quarter. 2022-2023
Budget
06/30/2023
Actuals
% of
Budget
Received
2023-2024
Amended
Budget
06/30/2024
Projected
% of
Budget
Received
Revenues
Sales Tax $ 5,000,000 $ 4,944,221 98.9% 5,000,000 $ $ 5,166,947 103.3% Vehicle License Fee 2,650,000 2,789,586 105.3% 2,765,000 2,944,395 106.5% Property Tax 1,920,670 2,112,200 110.0% 2,057,084 2,093,294 101.8% Other Taxes 1,636,750 1,711,305 104.6% 1,749,646 1,982,475 113.3% Licenses and Permits 1,009,000 1,840,611 182.4% 1,124,000 1,307,955 116.4% Fines and Forfeitures 517,892 818,565 158.1% 598,000 683,623 114.3% Intergovernmental 1,120,500 1,024,238 91.4% 435,000 517,933 119.1% Use of Money & Property 450,000 50,983 11.3% 570,000 1,178,103 206.7% Recreation Services 150,000 162,805 108.5% 161,000 119,912 74.5% Other Revenues 349,500 363,388 0.0% 82,500 61,658 0.0%
Transfers In 332,860 332,860 0.0% 77,921 - 0.0%
Total Revenues $ 15,137,172 $ 16,150,762 106.7% $ 14,620,151 $ 16,056,296 109.8% 2022-2023
Budget
06/30/2023
Actuals
% of
Budget
Received
2023-2024
Amended
Budget
06/30/2024
Projected
% of
Budget
Received
4210 - Sales and Use Tax $ 5,000,000 $ 4,944,221 98.9% 5,000,000 $ $ 5,166,947 103.3% 4629 - Vehicle License Fee 2,650,000 2,789,586 105.3% 2,765,000 2,944,395 106.5% 4125 - Property Tax 1,920,670 2,112,200 110.0% 2,057,084 2,093,294 101.8% 4270 - Franchise Tax 659,750 678,225 102.8% 696,646 915,095 131.4% 4414 - Business License Tax 720,000 817,104 113.5% 785,000 876,726 116.6% 4470 - Building and Safety Fee 650,000 1,114,776 171.5% 700,000 841,573 120.2% Tuesday, October 15, 2024 Reg CC MTG, Page *53
Fiscal Year 2023-2024 Quarterly Financial Report
4th Quarter Ending June 30, 2024
3 4th QUARTER ENDING JUNE 30, 2024
Expenditures
The table below shows the budget-to-actual expenditures for Fiscal Years 2022-2023 and 2023-2024 by department.
General Fund expenditures appear to be tracking slightly higher than the prior fiscal year at 107.9% of the budget through the end of the fourth quarter of the current fiscal year (100%). Overall, departments are tracking below budget. 2022-2023
Budget
06/30/2023
Actuals
% of
Budget
Received
2023-2024
Amended
Budget
06/30/2024
Projected
% of
Budget
Received
Expenditures
City Attorney $ 200,000 $ 260,405 130.2% 185,000 $ $ 232,362 125.6% City Clerk 323,449 360,750 111.5% 345,360 347,733 100.7% City Council 60,703 59,204 97.5% 65,856 76,000 115.4%
City Manager 1,114,516 998,188 89.6% 1,179,261 1,102,300 93.5% Community Development 922,955 973,340 105.5% 1,071,241 1,360,985 127.0% Administrative Services 601,628 775,687 128.9% 617,175 606,764 98.3% Human Resources 831,353 758,659 91.3% 934,005 963,300 103.1% Information Technology 672,000 441,793 65.7% 327,000 280,313 85.7% Public Safety 4,745,921 4,642,386 97.8% 5,087,685 5,030,426 98.9% Public Works Aministration 1,342,030 1,172,502 87.4% 1,819,245 1,447,915 79.6% Recreation & Facilities Administration 1,914,955 1,795,502 93.8% 1,979,396 1,800,545 91.0% Transfers Out 2,492,103 2,492,103 100.0% 1,266,377 2,807,655 221.7% Total Expenditures $ 15,221,613 $ 14,730,519 96.8% 14,877,601 $ $ 16,056,296 107.9% Tuesday, October 15, 2024 Reg CC MTG, Page *54
Fiscal Year 2023-2024 Quarterly Financial Report
4th Quarter Ending June 30, 2024
4 4th QUARTER ENDING JUNE 30, 2024
Proprietary Funds – Water Operations and Water Capital
The Water Funds for the fourth quarter of Fiscal Year 2023-2024, which ended June 30, 2024, are tracking as expected.
The revenues of the Water Funds are slightly higher compared to the same period last year. Fiscal year to date expenditures, excluding transfers to other funds, are at $1.2 million, which is the same as compared to the same period last year. Details of revenue and expenditure changes from the prior year are explained later in this report.
Revenues
The Fiscal Year 2023-2024 revenue budget for the Water Funds is $9,776,080. Through the end of the fourth quarter (Q4) of Fiscal Year 2023-2024, total revenues for the Water Funds were $4,774,853 which is slightly higher compared to the same period last fiscal year. Overall, total revenues are at 48.8% of budget through the fourth quarter of the current fiscal year, which is slightly higher compared to the same period last fiscal year, 36% of budget.
Water Funds revenues appear to be tracking slightly higher than the prior year at 48.8% of the budget through the end of the fourth quarter of the current fiscal year (100%). Usually most of the revenues are expected to come in in the second half of the fiscal year, which is typical for the city.
Expenditures
The table below shows the current budget-to-actual expenditures for Fiscal Years 2022-2023 and 2023-2024 by department. Expenditures in the Water Funds appear to be tracking below budget at 40.9% of the budget through the end of the fourth quarter of the current fiscal year (100%). Overall, most departments are tracking below expectations. 2022-2023
Budget
03/31/2023
Actuals
% of
Budget
Received
2023-2024
Amended
Budget
03/31/2024
Actuals
% of
Budget
Received
Revenues
Waterworks #13 Anney $ 900,000 $ 569,462 63.3% 920,000 $ $ 568,845 61.8% Permits and Fees 136,000 60,960 44.8% 246,000 107,857 43.8% Use of Money & Property 25,000 - 0.0% 30,000 - 0.0%
Intergovernmental 4,220,404 5,439 0.1% 2,000,000 22,713 1.1% Water Billing Fees 6,386,000 3,566,350 55.8% 6,577,580 4,072,668 61.9% Miscellaneous 2,500 932 37.3% 2,500 2,770 110.8%
Total Revenues $ 11,669,904 $ 4,203,143 36.0% 9,776,080 $ $ 4,774,853 48.8% Tuesday, October 15, 2024 Reg CC MTG, Page *55
Fiscal Year 2023-2024 Quarterly Financial Report
4th Quarter Ending June 30, 2024
5 4th QUARTER ENDING JUNE 30, 2024
2022-2023
Budget
03/31/2023
Actuals
% of
Budget
Received
2023-2024
Amended
Budget
03/31/2024
Actuals
% of
Budget
Received
Expenditures
City Attorney $ 20,000 $ 10,542 52.7% 20,000 $ $ 9,678 48.4% City Clerk 57,287 41,744 72.9% 79,480 57,265 72.0%
City Council 2,990 1,989 66.5% 2,993 1,973 65.9%
City Manager 152,241 118,982 78.2% 174,090 106,806 61.4% Administrative Services 497,267 367,368 73.9% 515,524 398,978 77.4% Human Resources 209,158 171,907 82.2% 224,446 173,770 77.4% Information Technology 83,500 74,660 89.4% 83,500 112,572 134.8% Water Maintenance 5,210,903 2,971,929 57.0% 5,473,203 3,261,064 59.6% Capital Outlay 4,209,602 739,549 17.6% 5,616,075 826,456 14.7% Debt Service 470,008 234,502 49.9% 466,034 233,534 50.1% Total Expenditures $ 10,912,956 $ 4,733,172 43.4% 12,655,345 $ $ 5,182,095 40.9% Tuesday, October 15, 2024 Reg CC MTG, Page *56
Fiscal Year 2023-2024 Quarterly Financial Report
4th Quarter Ending June 30, 2024
6 4th QUARTER ENDING JUNE 30, 2024
Special Revenue Funds
The Special Revenue Funds for the fourth quarter of Fiscal Year 2023-2024, which ended June 30, 2024, are tracking as expected. The revenues are down $2.4 million, compared to the same period last year; this decrease is due mainly to ARPA Funds that were received last fiscal year. Fiscal year to date expenditures, excluding transfers to other funds, are at $2,320,431, compared to $4,734,823 last year.
Revenues
The Fiscal Year 2023-2024 revenue budgets for the Special Revenue Funds are $7,272,441. Through the end of the fourth quarter (Q4) of Fiscal Year 2023-2024, total revenues were $2,320,431 which is lower than last fiscal year for the same period. Overall, total revenues are at 31.9% of budget through the fourth quarter of the current fiscal year, which is less than the same period last fiscal year, 53.9% of budget. The Special Revenue Funds revenues appear to be tracking as expected at 31.9% of the budget through the end of the fourth quarter of the current fiscal year (100%). Usually most of the revenues are expected to come in in the second half of the fiscal year, which is typical for the city.
Tuesday, October 15, 2024 Reg CC MTG, Page *57
Fiscal Year 2023-2024 Quarterly Financial Report
4th Quarter Ending June 30, 2024
7 4th QUARTER ENDING JUNE 30, 2024
Expenditures
The table below shows the current budget-to-actual expenditures for Fiscal Years 2022-2023 and 2023-2024 by fund.
Expenditures in the Special Revenue Funds appear to be tracking lower than expectations at 10.9% of the budget through the end of the fourth quarter of the current fiscal year (100%).
2022-2023
Budget
03/31/2023
Actuals
% of
Budget
Received
2023-2024
Amended
Budget
03/31/2024
Actuals
% of
Budget
Received
Revenues
State Gas Tax $ 994,796 $ 649,823 65.3% 1,120,153 $ $ 693,009 61.9% Measure R Local Return 313,089 256,653 82.0% 375,971 231,621 61.6% Measure M 352,434 290,355 82.4% 422,434 261,284 61.9%
Measure W 225,000 226,909 100.8% 575,000 228,784 39.8%
Community Development Block Grant 148,379 47,333 31.9% 140,077 33,734 24.1% Prop A Local Return 526,451 419,368 79.7% 610,316 425,809 69.8% Prop C Local Return 418,452 342,305 81.8% 499,628 346,958 69.4% Transportation Development Act 19,204 - 0.0% 13,843 - 0.0% South Coast AQMD 26,300 13,311 50.6% 26,500 13,288 50.1% Landscape Maintenance District #1 11,738 7,461 63.6% 11,738 7,442 63.4% Park Facilities Fee 5,500 2,100 0.0% 6,000 6,000 100.0% Park Athletic 54,500 42,199 77.4% 55,000 53,110 96.6%
Park Grant 272,000 - 0.0% - - 0.0%
Lomita Manor 468,542 - 0.0% 548,339 - 0.0%
American Rescue Plan 2,430,488 2,430,488 100.0% - - 0.0% General Plan Update 683,623 - 0.0% 866,377 - 0.0%
Capital Improvement 1,000 - 0.0% 1,500 - 0.0%
Street Improvement 1,003,000 - 0.0% 396,089 - 0.0%
Facility Improvement 100,000 - 0.0% 1,186,976 - 0.0%
Equipment Replacement 500,500 - 0.0% 300,500 12,549 4.2% Park Equipment Replacement 100,000 - 0.0% 100,000 - 0.0% Sewer Replacement 108,480 - 0.0% - - 0.0%
Railroad Museum Foundation 15,000 6,518 43.5% 15,000 5,616 37.4% Tom Rico Memorial 1,000 - 0.0% 1,000 1,226 122.6%
Other Special Funds Total: $ 8,779,476 $ 4,734,823 53.9% 7,272,441 $ $ 2,320,431 31.9% Tuesday, October 15, 2024 Reg CC MTG, Page *58
Fiscal Year 2023-2024 Quarterly Financial Report
4th Quarter Ending June 30, 2024
8 4th QUARTER ENDING JUNE 30, 2024
2022-2023
Budget
03/31/2023
Actuals
% of
Budget
Received
2023-2024
Amended
Budget
03/31/2024
Actuals
% of
Budget
Received
Expenditures
State Gas Tax $ 639,563 $ 373,005 58.3% 2,214,572 $ $ 332,434 15.0% Measure R Local Return 167,698 76,548 45.6% 955,680 - 0.0% Measure M 192,485 75,272 39.1% 1,058,623 6,827 0.6%
Measure W 163,076 116,017 71.1% 336,000 45,434 13.5%
Community Development Block Grant 148,379 46,008 31.0% 140,077 69,475 49.6% Prop A Local Return 1,123,600 1,114,436 99.2% 142,227 92,995 65.4% Prop C Local Return 408,572 10,560 2.6% 250,000 12,084 4.8% Transportation Development Act 13,226 7,560 57.2% 13,843 360 2.6% South Coast AQMD 35,000 6,250 17.9% 35,000 6,250 17.9%
Landscape Maintenance District #1 16,738 4,927 29.4% 11,738 3,758 32.0% Park Facilities Fee - - 0.0% - - 0.0%
Park Athletic 51,193 25,750 50.3% 52,574 20,771 39.5%
Park Grant 250,000 - 0.0% - 32,520 0.0%
Lomita Manor 468,542 - 0.0% 496,602 - 0.0%
American Rescue Plan 2,063,348 - 0.0% 1,336,976 - 0.0%
Capital Improvement 5,000 - 0.0% 70,000 3,360 4.8%
Street Improvement 1,438,455 133,370 9.3% 775,000 137,390 17.7% Facility Improvement 9,000 - 0.0% 1,504,720 - 0.0%
Equipment Replacement 400,000 6,815 1.7% 285,000 275,267 96.6% Park Equipment Replacement 15,000 6,046 0.0% 515,000 233 0.0% Sewer Replacement 10,000 - 0.0% 115,000 80,640 0.0%
Railroad Museum Foundation 15,000 6,775 45.2% 15,000 5,231 34.9% Tom Rico Memorial 2,000 2,000 100.0% 1,000 - 0.0%
Other Special Funds Total: $ 7,635,875 $ 2,011,339 26.3% 10,324,632 $ $ 1,125,029 10.9% Tuesday, October 15, 2024 Reg CC MTG, Page *59
1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Susan Kamada, Administrative Services Director MEETING DATE: October 15, 2024
SUBJECT: Fiscal Year 2023/2024 Year-End Budget Amendments
RECOMMENDATION
Approve the amended FY 23-24 expenditure and revenue budget and implement corresponding recommendations.
BACKGROUND
The City is required to maintain a balanced annual budget. In order to do so, the City’s Administrative Services Department annually reviews the year-end financial conditions of the City’s various funds and recommends any necessary adjustments based on actual revenues and expenditures throughout the fiscal year. The City completed its fiscal year 2023/2024 year-end review on October 3, 2024.
DISCUSSION
After inclusion of the transfers and adjustments, the General Fund is estimated to end the fiscal year with $15,769,912 in revenues and $15,764,258 in expenditures.
Fiscal Year 2023/2024 Adopted Budget
In June 2022 the City Council adopted the biennial operating and capital improvement budgets. The adopted budget at Mid-Year contains general fund expenditures of $14,620,151 and revenues of $14,620,151, reflecting a balanced budget. Attachment A contains a summary of all-funds expenditure and revenue amendments.
Recommended Year-End Adjustments Summary
CITY OF LOMITA
CITY COUNCIL REPORT
Item No. 7j
Tuesday, October 15, 2024 Reg CC MTG, Page *60
2 The adjustments to the City’s budget at year-end include transfers to specific funds established by the City Council to fund future projects and programs. As part of the review by staff, the following adjustments and transfer are recommended:
• Transfer an additional $600,000 to the Street Improvement Fund to provide additional funding for the Street Reconstruction Project for Zone G. • Transfer an additional $548,673 to the Facility Improvement Fund to provide additional funding for the City Hall HVAC Upgrades Project. • Transfer $7,800 to the Park Grant Fund to fund the Stephenson Center Design Project.
• Reduce transfer to Sewer Replacement Fund by $7,800, for a total transfer of $92,200.
These recommendations are included along with recommendation for revenue and expenditure adjustments to specific city funds described below.
Detailed Revenue Amendments
Staff reviewed the status of the City’s major revenue sources to identify variances between budgeted and actual revenues, and to make recommendations for revenue budget amendments. The City’s primary revenue sources include property, sales, and motor vehicle in lieu taxes. The other major revenue source is development related revenue. As a result, staff is not recommending any adjustments for General Fund revenues. Other Special Revenue funds have also seen better than anticipated revenues during the fiscal year that require an amendment. Fund 312 Facility Improvement has a decrease of $710,382 in the Transfer from ARPA, since the project has not started and is anticipated to be completed in the next fiscal year. The following revenue account amendments are being recommended:
Other Funds:
Fund 257 Park Grant $7,800
Fund 311 Street Improvement 600,000
Fund 312 Facilities (710,382)
Fund 612 Sewer Replacement (7,800)
Total Other Funds $ (110,382)
Detailed Expenditure Amendments
Staff also reviewed the status of the City’s expenditures to identify potential variances between budgeted and actual expenditures, and to make recommendations for expenditure budget amendments. A review of the General Fund expenditures found several areas where actual year-end expenditures were less than anticipated in the adopted budget. Planning had an increase due to Building and Safety fees. City Manager, Administrative Services, Emergency Operations, Safety Enforcement, Information Technology, Public Works, Parks & Recreation, and Park Maintenance all had decreases Tuesday, October 15, 2024 Reg CC MTG, Page *61
3 due to salary savings, and unspent contracts that will be appropriated in the next fiscal year at the Mid-Year Budget Review. The total increase to the General Fund budget is due to Transfers to Other Funds in order to fund future projects and programs. Some Special Revenues funds have seen an increase in costs during the fiscal year that also require amendment. As a result, the following expenditure account amendments are being recommended:
General Fund:
City Council $10,144
City Attorney 48,000
City Manager (81,400)
City Clerk 2,500
Administrative Services (10,000)
Human Resources 30,000
Public Safety 106,471
Emergency Operations (71,000)
Safety Enforcement (77,135)
Animal Care & Control (9,000)
Planning 290,000
Economic Development 5,000
Information Technology (45,600)
Public Works Administration (304,071)
Street Maintenance (9,000)
Parks & Recreation (158,740)
Park Maintenance (56,830)
Transfers to Other Funds 1,248,673
Total General Fund $918,012
Other Funds:
Fund 260 Lomita Manor 194,320
Total Other Funds $194,320
OPTIONS
1. Approve staff’s recommendations.
2. Amend staff’s recommendations.
3. Provide further direction to staff.
Tuesday, October 15, 2024 Reg CC MTG, Page *62
4 FISCAL IMPACT
The adjustments identified will decrease revenues by $110,382 and increase expenditures by $1,112,332.
ATTACHMENTS
1. Fiscal Year 2023/2024 Budget Amendments
Reviewed by: Approved by:
_______________________ ______________________
Gary Y. Sugano Andrew Vialpando
Assistant City Manager City Manager
Prepared by:
__________________________
Susan Kamada, Administrative Services Director
Tuesday, October 15, 2024 Reg CC MTG, Page *63
Fiscal Year 2023-2024 Year-End Budget Amendments
City of Lomita
Revenues Budget Year to Date
Budget
Balance
Percent
Remaining
Budget
Adjustment Revised Budget
Fund: 257 - Park Grant
257-000-4951.000 Transfer from General Fund 0 0 0 0% 7,800 7,800 Park Grant Fund Revenue Total: 0 0 0 0% 7,800 7,800
Fund: 311 - Street Improvement
311-000-4525.000 Interest 5,000 61,197 (56,197) -1124% 5,000 311-000-4951.000 Transfer from General Fund 200,000 0 200,000 100% 600,000 800,000 Street Improvement Fund Revenue Total: 205,000 61,197 143,803 70% 600,000 805,000 Fund: 312 - Facilities Improvement
312-000-4951.000 Transfer from General Fund 0 0 0 #DIV/0! 548,673 548,673 312-000-4958.000 Transfer from ARPA 1,259,055 0 1,259,055 100% (1,259,055) 0 Facilities Improvement Fund Revenue Total: 1,259,055 0 1,259,055 100% (710,382) 548,673 Fund: - Sewer Replacement
Transfer from General Fund 100,000 0 100,000 100% (7,800) 92,200 Sewer Replacement Fund Revenue Total: 100,000 0 100,000 100% (7,800) 92,200 Total Fiscal Year 2023-2024 Year-End Budget Amendments (110,382) Tuesday, October 15, 2024 Reg CC MTG, Page *64
Fiscal Year 2023-2024 Year-End Budget Amendments
City of Lomita
Expenditures Budget Year to Date
Budget
Balance
Percent
Remaining
Budget
Amendments Revised Budget
Fund: 100 - General Fund
100-110-5430.000 Conferences and Meetings 35,000 44,665 (9,665) -28% 9,700 44,700 100-110-5755.000 Special Department Supplies & Expens 3,000 4,607 (1,607) -54% 444 3,444 100-120-5305.000 Legal Services 185,000 232,362 (47,362) -26% 48,000 233,000 100-125-5105.000 Regular Salaries 548,906 457,306 91,600 17% (20,400) 528,506 100-125-5205.000 Health Insurance 74,063 59,185 14,878 20% (14,000) 60,063 100-125-5345.000 Contractual Services 226,000 196,899 29,101 13% (29,000) 197,000 100-125-5755.000 Special Department Supplies & Expens 30,250 11,975 18,275 60% (18,000) 12,250 100-130-5105.000 Regular Salaries 194,345 206,634 (12,289) -6% 2,500 196,845 100-210-5105.000 Regular Salaries 324,270 311,015 13,255 4% (10,000) 314,270 100-230-5117.000 Leave Payout 160,000 206,078 (46,078) -29% 30,000 190,000 100-330-5320.000 Sheriff Contract 3,417,766 3,784,366 (366,600) -11% 367,000 3,784,766 100-330-5321.000 Core Deputy 454,667 188,838 265,829 58% (265,829) 188,838 100-330-5323.000 Liability Trust Fund 464,627 471,830 (7,203) -2% 7,300 471,927 100-330-5710.000 Equipment Maintenance 2,000 0 2,000 100% (2,000) 0 100-333-5340.000 Professional Services 90,949 20,435 70,514 78% (70,000) 20,949 100-333-5755.000 Special Department Supplies & Expens 4,000 2,537 1,463 37% (1,000) 3,000 100-335-5105.000 Regular Salaries 118,200 84,412 33,788 29% (33,000) 85,200 100-335-5110.000 Part-Time Salaries 74,147 59,237 14,910 20% (10,000) 64,147 100-335-5205.000 Health Insurance 26,462 14,315 12,147 46% (10,000) 16,462 100-335-5216.000 PERS Tier 2 (2%@60) 7,373 3,163 4,210 57% (4,210) 3,163 100-335-5217.000 PERS Tier 3 (2%@62) 5,050 4,125 925 18% (925) 4,125 100-335-5465.000 Court Fees 160,000 140,600 19,400 12% (19,000) 141,000 100-336-5325.000 Animal Care and Control 90,000 80,286 9,714 11% (9,000) 81,000 100-410-5345.000 Contractual Services 220,000 575,230 (355,230) -161% 290,000 510,000 100-430-5416.000 Economic Development Incentive Prog 95,070 112,799 (17,729) -19% 5,000 100,070 100-440-5345.000 Contractual Services 210,000 186,279 23,721 11% (23,000) 187,000 100-440-5415.000 Communications 25,000 17,328 7,672 31% (7,600) 17,400 100-440-5825.000 Equipment Over $5k 20,000 0 20,000 100% (15,000) 5,000 100-605-5105.000 Regular Salaries 298,638 260,882 37,756 13% (37,000) 261,638 100-605-5205.000 Health Insurance 51,906 37,755 14,151 27% (14,000) 37,906 100-605-5340.000 Professional Services 335,000 77,489 257,511 77% (253,071) 81,929 100-610-5105.000 Regular Salaries 216,617 212,516 4,101 2% (4,000) 212,617 100-610-5205.000 Health Insurance 49,906 45,884 4,022 8% (4,000) 45,906 100-610-5430.000 Conferences and Meetings 2,200 1,132 1,068 49% (1,000) 1,200 100-710-5105.000 Regular Salaries 334,724 287,833 46,891 14% (40,000) 294,724 Tuesday, October 15, 2024 Reg CC MTG, Page *65
Fiscal Year 2023-2024 Year-End Budget Amendments
City of Lomita
Expenditures Budget Year to Date
Budget
Balance
Percent
Remaining
Budget
Amendments Revised Budget
100-710-5110.000 Part-Time Salaries 46,929 33,927 13,002 28% (4,000) 42,929 100-730-5110.000 Part-Time Salaries 267,751 218,981 48,770 18% (48,000) 219,751 100-730-5205.000 Health Insurance 43,950 33,334 10,616 24% (10,000) 33,950 100-730-5345.000 Contractual Services 137,300 108,906 28,394 21% (28,000) 109,300 100-735-5345.000 Contractual Services 20,083 3,370 16,713 83% (16,000) 4,083 100-735-5755.118 Founder's Day 205,000 195,055 9,945 5% (7,000) 198,000 100-735-5755.331 Mayor's Golf Classic 15,000 3,395 11,605 77% (11,000) 4,000 100-740-5345.000 Contractual Services 15,000 0 15,000 100% (15,000) 0 100-740-5350.000 Tree Trimming Contract 50,000 11,642 38,358 77% (38,000) 12,000 100-740-5430.000 Conferences and Meetings 3,700 0 3,700 100% (3,000) 700 100-740-5435.000 Training and Education 3,000 1,971 1,029 34% (830) 2,170 100-750-5110.000 Part-Time Salaries 45,390 53,831 (8,441) -19% 5,260 50,650 100-990-5992.000 Transfer to Improvement Funds 200,000 1,348,673 (1,148,673) -574% 1,148,673 1,348,673 100-990-5994.000 Transfer to Internal Service Funds 200,000 300,000 (100,000) -50% 100,000 300,000 General Fund Expense Total: 14,877,601 15,764,258 (886,657) -6% 918,012 15,795,613 Fund: 260 - Lomita Manor Development
260-518-5750.000 Contributions to Agencies 496,602 609,732 (113,130) -23% 113,130 609,732 260-518-5820.000 Buildings 0 81,190 (81,190) 0% 81,190 81,190 Lomita Manor Development Fund Expense Total: 496,602 690,922 (194,320) -39% 194,320 690,922 Total Fiscal Year 2023-2024 Year-End Budget Amendments 1,112,332 Tuesday, October 15, 2024 Reg CC MTG, Page *66
1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Adrian Fernandez, Community and Economic Development Director
MEETING DATE: October 15, 2024
SUBJECT: Second Reading and Adoption of Ordinance No. 863 (Zoning Updates Relative to the General Plan Update)
RECOMMENDATION
Adopt Ordinance No. 863 amending various sections of Lomita Municipal Code Title XI (Planning and Zoning), Chapter 1 (Zoning) to adopt Zoning Text Amendment No. 2024- 05 and Zoning Map Amendment No. 2024-02 to implement the policies and programs of the certified City of Lomita 2021-2029 Housing Element consistent with Final Program Environmental Impact Report No. 2024-01 in accordance with the California Environmental Quality Act.
BACKGROUND
At the October 1, 2024, City Council meeting, the Council adopted Resolution No. 2024- 32, certifying a Final Program General Plan Update Environmental Impact Report and General Plan Update, and held the public hearing for the adoption of Ordinance No. 863 for the corollary zoning map and text amendments to implement policies and programs of the certified City of Lomita 2021-2029 Housing Element. By a 5-0 vote, the Council approved the General Plan Update and directed staff to bring back the ordinance on second reading.
FISCAL IMPACT
There are no financial implications resulting from this recommendation.
OPTIONS
1. Approve the attached ordinance as recommended.
2. Deny the proposed zoning map and text amendments.
CITY OF LOMITA
CITY COUNCIL REPORT
Item No. 7k
Tuesday, October 15, 2024 Reg CC MTG, Page *67
2 3. Provide staff with further direction.
ATTACHMENT
1. Ordinance No. 863 with exhibit A
Reviewed by: Approved by:
_______________________ ______________________
Gary Y. Sugano Andrew Vialpando
Assistant City Manager City Manager
Prepared by:
__________________________
Adrian Fernandez, Community and Economic Development Director Tuesday, October 15, 2024 Reg CC MTG, Page *68
ORDINANCE NO. 863
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF LOMITA,
CALIFORNIA, AMENDING VARIOUS SECTIONS OF LOMITA
MUNICIPAL CODE TITLE XI (PLANNING AND ZONING), CHAPTER 1 (ZONING) TO ADOPT ZONING TEXT AMENDMENT NO. 2024-05 AND ZONING MAP AMENDMENT 2024-02 TO IMPLEMENT THE POLICIES
AND PROGRAMS OF THE CERTIFIED CITY OF LOMITA 2021-2029
HOUSING ELEMENT IN ACCORDANCE WITH GENERAL PLAN
AMENDMENT NO. 2024-02 AND FINAL PROGRAM ENVIRONMENTAL
IMPACT REPORT NO. 2024-01 IN ACCORDANCE WITH THE
CALIFORNIA ENVIRONMENTAL QUALITY ACT
Section 1. Recitals.
A. Lomita Municipal Code (LMC) Chapter 1 (Zoning) of Title XI (Planning and Zoning) establishes allowable uses, definitions, and development standards of properties within all zoning districts in the city.
B. On May 4, 1998, the City of Lomita adopted the Lomita General Plan.
C. On December 21, 2021, the City Council adopted the current Safety Element.
D. On October 14, 2022, the State Department of Housing and Community Development (HCD) certified the Lomita General Plan 2021-2029 Housing Element.
E. The 2021-2029 Housing Element identifies sites to accommodate the City’s Regional Housing Needs Allocation (RHNA) and contains programs committing the City to rezone adequate candidate sites to meet the assigned RHNA, formalize procedures for evaluating capacity to meet the remaining RHNA, and implement the State No-Net-Loss law.
F. The City of Lomita adopted General Plan Amendment No. 2024-02 in accordance with LMC Section 11-1.70.05 to update the General Plan Land Use Element, Economic Development Element, Mobility Element, Implementation Element, Resource Management Element, and Noise Element and make certain modifications to implement and achieve consistency with the adopted Safety Element and adopted and certified 2021-2029 Housing Element.
G. The City of Lomita initiated Zoning Text Amendment No. 2024-05 in accordance with LMC Section 11-1.70.05 to implement the 2021-2029 Housing Element and General Plan Amendment No. 2024-02 by amending LMC Chapter 1 (Zoning) to provide for additional housing development opportunities in the City.
H. The City of Lomita initiated Zoning Map Amendment No. 2024-02 in accordance with LMC Section 11-1.70.05 to implement the 2021-2029 Housing Tuesday, October 15, 2024 Reg CC MTG, Page *69
Ordinance No. 863
Element and General Plan Amendment No. 2024-02 by amending the Zoning Map under LMC Section 11-1.20.02.
I. In connection with General Plan Amendment No. 2024-02, Zoning Text Amendment No. 2024-05, and Zoning Map Amendment No. 2024-02 (collectively, the “General Plan Update Project”), and in order to comply with the California Environmental Quality Act (CEQA), Public Resources Code Sections 21000, et seq. (“CEQA”), the City prepared a Program Environmental Impact Report (EIR) and Mitigation Monitoring and Reporting Program (MMRP) to identify appropriate monitoring steps/procedures and provide a basis for monitoring such measures during and upon project implementation.
J. On September 23, 2024, the Planning Commission held a duly noticed public hearing on Zone Text Amendment No. 2024-05 and Zoning Map Amendment No. 2021-02, where public testimony was accepted on the item, and recommended that City Council approve the Amendments.
K. On October 1, 2024, the City Council held a duly noticed public hearing to consider General Plan Amendment No. 2024-02, Zoning Text Amendment No. 2024-05 and Zoning Map Amendment No. 2024-02. The City Council adopted Resolution No. 2024-32, certifying a Final Program EIR and approving a General Plan Update.
L. On October 1, 2024, the City Council held a duly noticed public hearing to consider the proposed zoning map and text amendments.
M. On October 15, 2024, on second reading, the City Council considered the proposed zoning map and text amendments.
Section 2. General Plan
The proposed zoning text amendment is consistent with the goals, policies, programs, and land uses of applicable elements of the General Plan. The Ordinance’s amendments to Title XI of the Lomita Municipal Code are consistent with, and in furtherance of, the City’s adopted General Plan as it effectuates Housing Element Program 14, which facilitates the development of multifamily housing affordable to lower-income households, especially in areas with access to resources and opportunity, by committing the City to rezone to accommodate the shortfall for the lower-income RHNA, rezone to accommodate the remaining moderate- and above-moderate income RHNA need, and create a buffer of capacity for the lower- and moderate-income RHNA as described below.
The Ordinance will ensure internal consistency within the Zoning Code (Title XI of the Lomita Municipal Code) related to implementation of zoning regulations which implement the certified programs and policies of the 2021-2029 Housing Element.
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Ordinance No. 863
THE CITY COUNCIL OF THE CITY OF LOMITA HEREBY ORDAINS AS FOLLOWS:
Section 3. Zoning Amendments
Based on the foregoing, the City Council hereby approves the following amendments to the Lomita Municipal Code.
A. Article 15 (Definitions) of Chapter 1 (Zoning) of Title XI of the City of Lomita Municipal Code is hereby amended to add the following definitions to read as follows, to be inserted in alphabetical order:
"Building frontage shall mean the building frontage is the measurement, in linear feet, of the building or buildings that front onto a major arterial street, not including driveways and pedestrian courtyards between buildings.” “Development site shall mean a parcel or group of contiguous parcels that are proposed for development as one project.”
“Ground floor shall refer to the lowest level within a building that is accessible from and within three (3) feet above or two (2) feet below the grade of the street.” “Live-work/work-live units are single-tenant spaces that include both a residential unit and a commercial use such as an artist studio, photography studio or similar use. This differs from other types of mixed-use developments where the residential use and commercial or other nonresidential use is in different tenant spaces. Livework units comprise one (1) or more rooms with cooking space and sanitary facilities in conformance with the uniform building code (UBC) and adequate working space available for and regularly used by persons residing therein.
Commercial portions of live-work units may also be utilized by employees not residing in the unit.”
“Mixed-use projects/mixed-use developments are those that combine residential and nonresidential uses on the same project site, either vertically (such as when residential uses are located over commercial uses) or horizontally (such as when the street frontage of a site is devoted to commercial uses with residential uses behind). Mixed-use developments feature structural separations between the residential and nonresidential spaces to allow the two uses to be rented, leased, sold or occupied separately. Mixed-use developments that do not contain structural separations between the residential and nonresidential uses may be approved by the planning commission on a case-by-case basis. In order to be considered a mixed-use project, the project must have a minimum of two (2) distinct land uses.”
“Public art shall be defined as an original, permanent work created in any variety of media by a professional artist. This may encompass sculptures, murals, Tuesday, October 15, 2024 Reg CC MTG, Page *71
Ordinance No. 863
photography, original graphic arts, water features, neon creations, glassworks, mosaics, unique lighting displays, or any mix of these and other media forms. It also includes permanent furnishings or fixtures attached to a building or its grounds, as well as certain architectural elements like decorative handrails and stained glass that are aesthetically enhanced beyond their functional use.” B. Section 11-1.20.01 (List of zones) of Article 20 (Designation of Zones) of Chapter 1 (Zoning) of Title XI (Planning and Zoning) of the Lomita Municipal Code is hereby amended in its entirety to read as follows.
“A-1 Residential - Agriculture
R-1 Residential - Low Density
R-2 Residential - Medium Density
R-3 Residential - High Density
PL Publicly Owned Land
DC Downtown Commercial
NC Neighborhood Commercial
CC Community Commercial
RC Regional Commercial
M-C Manufacturing-Commercial
H Housing Overlay”
C. Sections 11-1.30.00 (Purpose and intent), 11-1.30.01 (Uses), 11-1.30.03 (Development standards), and 11-1.30.04 (General standards of development) of Article 30 (Residential Zones) of Chapter 1 (Zoning) of Title XI (Planning and Zoning) of the Lomita Municipal Code is hereby amended in its entirety to read as follows.
“Sec. 11-1.30.00. - Purpose and intent.
A. The residential zones are established to provide a range of housing types and densities to accommodate different life stages and income segments of the community.
B. Designation of residential zones:
A-1 Residential - Agriculture
R-1 Residential - Low Density
R-2 Residential - Medium Density
R-3 Residential - High Density
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Ordinance No. 863
Sec. 11-1.30.01. - Uses.
Table 11-1.30.A: Permitted uses in residential zones
Land Use Zoning District Supplemental
A-1 R-1 R-2 R-3 Requirements
Accessory dwelling unit4 P P P P Section 11-1.30.05
Accessory structures P P P P Section 11-1.30.04
Accessory structures that do
not meet code requirements
S S S S
Childcare facilities not in a
residence
-- -- C C
Civic and public buildings C C P P
Condominium conversions C C C C Section 11-2.370
Employee housing for six (6)
or fewer employees
As defined and permitted in the California Health and
Safety Code Sections 17021.5 and 17021.6 and the
Employee Housing Act
Farm pets P -- -- -- Section 11-1.30.07
Hens (female chickens) P P -- -- Section 11-1.30.07
Home occupations P P P P Section 11-1.30.10
Hospitals -- -- C C
Junior accessory dwelling
unit4
P P P P Section 11-1.30.07
Large family day care up to
fourteen (14) persons
P P P P Section 11-1.30.09
as defined in
California Code of
Regulations
Section 102416.5
Manufactured homes P P P P Section 11-1.30.08
Multifamily housing1 -- -- P P Section 11-1.70.07
Nursery stock C -- -- --
Organizational house
(convent, etc.)
-- -- C C
Parking lots adjoining or
located directly across the
street from a commercial
use
C C C C
Parking pads in front yard S S S S See “Off-street
parking, storage
and loading”
Planned residential
development5
P P P P Section 11-1.70.07
Section 11-1.30.16
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Ordinance No. 863
Land Use Zoning District Supplemental
A-1 R-1 R-2 R-3 Requirements
Private tennis clubs C -- -- --
Public parks P P P P
Public utilities C C C C
Religious facilities and
assembly halls
C C C C See “Special
development
standards”
Rooming house -- -- P P
Schools2 C C C C Unless otherwise
exempted by the
school district,
schools with a total
capacity of more
than fifty (50)
students (as
determined by the
Building and Safety
Division) shall be
subject to the
development
standards in
Section 11-1.68.04
Senior housing -- -- P P Section 11-1.30.13
Single-family residence P P P P
Small family day care P P P P Section 11-1.30.09
as defined in
California Code of
Regulations
Section 102416.5
State-licensed community
care facilities with six (6) or
fewer persons
P P P P As defined in
California Health
and Safety Code
Section 1502, and
1596.750 et seq.
State-licensed community
care facilities with seven (7)
or more residents in addition
to the caregiver
C C C C As defined in
California Health
and Safety Code
Sections 1502 and
1596.750 and
regulated by Lomita
Municipal Code
Section 11-1.30.09
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Ordinance No. 863
Land Use Zoning District Supplemental
A-1 R-1 R-2 R-3 Requirements
Supportive housing P P P1 P1 As defined in
California Health
and Safety Code
Section
50675.14(b)(2)
Transitional housing P P P P As defined in
California Health
and Safety Code
Section 50801
Two-unit residential
development3
P P -- -- Section 11-1.30.15
Urban lot split3 P P P P Section 11-1.30.14
Wireless communication
facilities
WCFP WCFP WCFP WCFP See “Wireless
communications
facilities”
-- – Not Permitted
P – Permitted Use
S – Site Plan Review Required
C – Conditional Use Permit Required
WCFP – Wireless Communication Facility Permit
Notes:
(A) New buildings and additions requiring additional parking must receive site plan approval pursuant to this title.
(B) Nonprofit organizations which existed prior to 1979 may apply for a conditional use permit provided that the school is located on the same site as the organization.
(C) Refer to Section 11-1.30.14 for development standards applicable to urban lot splits; Section 11-1.30.15 for development standards applicable to two-unit residential development; and Section 11-1.30.16 for planned residential development.
(D) Refer to Section 11-1.30.05 for development standards applicable to accessory dwelling units and junior accessory dwelling units.
(E) Refer to Section 11-1.30.16 for development standards applicable to planned residential developments.
(F) Uses not listed in the land use table.
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Ordinance No. 863
a. This section is designed to allow the city flexibility to address changing market needs and to adapt to new and unique land uses that are not anticipated in the current title. This adaptability ensures that the city can responsibly evolve and accommodate diverse development types, fostering dynamic growth within the community. The community and economic development director has the authority to decide whether unlisted uses may be allowed by right or require a conditional use permit or minor conditional use permit unless explicitly permitted or not permitted. When evaluating proposals for land uses not listed in Table 11-1.30.A, the community and economic development director will consider whether:
(1) The proposed use is consistent with the goals and policies of the General Plan;
(2) The proposed use is consistent with the purpose and intent of the zoning district in which it is located;
(3) The proposed use is similar to other uses permitted within the same district; and
(4) The proposed use will not adversely affect the health, safety, or welfare of residents or other persons in the vicinity.
b. Any determination on a proposed unlisted use may be referred to the planning commission for review if the community and economic development director determines on a case-by-case basis that commission review would better serve the public interest.
c. Recordation. Determinations on unlisted land uses shall be recorded in writing. The record of interpretations shall be kept on file in the planning division and shall be available to the public upon request. Unlisted use determinations will be forwarded in accordance with the procedures for zoning amendments included in Section 11-1.70.05, Zoning amendments, of this title, for consideration of incorporation into the Zoning Ordinance, at such time as is deemed appropriate by the community and economic development director.
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Ordinance No. 863
Sec. 11-1.30.02. - Development standards.
Table 11-1.30.B: Residential zone development standards Development
Standard
Zoning District Planned
Residential
Development
(PRD)
A-1 R-1 R-2 R-3
Density,
Maximum
10.89 dwelling
units per
acre
10.89 dwelling
units per
acre
19.79 dwelling
units per
acre
43.6 dwelling
units per
acre
(3)(7)(10)
Lot Area,
Minimum8
5,000
square
feet
5,000
square
feet
5,000
square
feet
5,000
square
feet
Varies
Lot Width,
Minimum2,8 50’ 50’ 50’ 50’ Varies
Maximum height
of principal
structure5,8
27’ 27’ 27’ 35’ 27’
Maximum height
of accessory
structures and
two-unit
residential
development6
16’ 16’ 16’ 16’ N/A
Maximum height
of accessory
dwelling unit5,9
Varies Varies Varies Varies Varies
Minimum Building Setbacks:
Front Yard1 20’-0” 20’-0” 20’-0” 20’-0” 20’-0”
Corner lot –
Secondary front1 10’-0” 10’-0” 10’-0” 10’-0” 10’-0”
Side Yard1 5’-0” 5’-0” 5’-0” 5’-0” 5’-0”
Rear yard
setback for
principal
structure1
20’-0” 20’-0” 20’-0” 20’-0” 15’-0”
Minimum rear and
side yard
setbacks for
newly constructed
4’-0” 4’-0” 4’-0” 4’-0” N/A
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Ordinance No. 863
accessory
dwelling units5,9
Minimum rear and
side yard
setbacks for
accessory
structures
pursuant to
Section 11-
1.30.03 3’-0” 3’-0” 3’-0” 3’-0” 3’-0”
Notes:
(A) Modifications to yard setbacks subject to the provisions for “Modifications” (Section 11-1.70.08) and “Site plan review” (Section 11-1.70.07). (B) Fifty (50) feet of frontage must be on a dedicated public street. A lot fronting a turnaround portion of a cul-de-sac may be forty (40) feet wide. Modification subject to development standards and requirements applicable to Section 11-
1.30.14 for urban lot split, Section 11-1.30.15 for two-unit residential development, and Section 11-1.30.17 for planned residential development. (C) Density subject to the General Plan land use designation of the subject property as outlined below. Note that the General Plan ranges are not code required minimums, i.e., housing could be constructed at less than 10.9 dwelling units per acre in the R-2 zone (Residential – Medium Density). a. Residential – Agricultural; 0 – 10.89 dwelling units per acre b. Residential – Low Density; 5.8 – 10.89 dwelling units per acre c. Residential – Medium Density; 10.9 – 19.79 dwelling units per acre d. Residential – High Density; 19.8 – 43.6 dwelling units per acre (D) Setback equals ten (10) percent of the lot width, but not less than three (3) feet and need not exceed five (5) feet.
(E) Residential properties located south of Pacific Coast Highway shall be limited to twenty (20) feet, and no more than two stories, in height unless a height variation permit is granted (Section 11-1.70.11).
(F) Accessory structures and new dwelling units subject to Section 11-1.30.15 are limited to one story.
(G) Refer to Section 11-1.30.13 for additional requirements.
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Ordinance No. 863
(H) Refer to Section 11-1.30.14 for development standards applicable to urban lot splits; Section 11-1.30.15 for development standards applicable to two-unit residential development; and Section 11-1.30.16 for planned residential development.
(I) Refer to Section 11-1.30.05 for development standards applicable to accessory dwelling units and junior accessory dwelling units.
(J) Refer to Section 11-1.30.16 for development standards applicable to planned residential developments.”
D. Articles 40 (Commercial Zones), 45 (Zone C-G (Commercial, General)), 46 (Zone C-P-D (Commercial Planned Development)), 47 (H-Highway), 48 (C-R (Commercial-Retail)), and 49 (D-C (Downtown-Commercial)) of Chapter 1 (Zoning) of Title XI of the City of Lomita Municipal Code are hereby deleted and replaced with the following.
“Table of Contents:
Article 40. - Commercial Zones
Article 41. - Permitted and Conditionally Permitted Uses Article 42. - Commercial Zone General Development Standards Article 43. - Mixed-Use Conditional Use Permit
• Section 11-1.43.01. Conditional Use Permit Required
• Section 11-1.43.02. Special CUP Findings
• Section 11-1.43.03. Minimum Nonresidential Use Requirement • Section 11-1.43.04. Deviation from Minimum Nonresidential Use Requirement
• Section 11-1.43.05. Mixed-Use Development Standards
• Section 11-1.43.06. Mixed-Use Objective Design Standards • Section 11-1.43.07. Affordable Housing In-Lieu Requirement • Section 11-1.43.08. Affordable Housing Incentives
Article 44. - Commercial Zone Performance Standards
Article 45. - Public Art in Private Developments
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Ordinance No. 863
Article 40. - Commercial Zones
Sec. 11-1.40.01. - Purpose and intent.
A. The commercial zones are established to promote economically vibrant districts that emphasize commerce, while allowing the strategic integration of residential uses. The zones aim to support the city’s strong tax base, foster business growth, and create a unique urban character through sustainable environments that are accessible and cater to a variety of transportation modes.
B. The primary goals of the commercial zones are to:
(1) Facilitate commercial development at varying intensities to create active, economically productive urban centers that cater to different neighborhood contexts, supporting both high-intensity commercial activities and neighborhood-serving commerce;
(2) Allow residential development when integrated with commercial activities, enhancing commercial vitality and creating well-balanced, mixed-use areas; and
(3) Align new construction with principles of sustainability, resource efficiency, and environmental stewardship to create attractive, lasting environments that contribute to community well-being.
C. This chapter defines allowable land uses and establishes standards for development, design, performance, and special regulations to ensure compatibility with adjacent areas, promote urban renewal, and maintain high aesthetic and functional quality throughout the community while bolstering the city’s commercial tax base.
Sec. 11-1.40.02. - Establishment of commercial districts.
A. Downtown Commercial (DC): Located in the historic Lomita downtown near the city’s civic center complex, the Downtown Commercial zone is designed to foster a vibrant, pedestrian-oriented environment. This district prioritizes active street scenes with a focus on retail, dining, and entertainment uses that engage the community and visitors. Residential use is permitted only above the ground floor, enhancing the vitality of the downtown area while maintaining an energetic commercial ground level.
B. Neighborhood Commercial (NC): The Neighborhood Commercial zone is strategically located along Narbonne Avenue between the busier corridors Lomita Boulevard and Pacific Coast Highway. This district focuses on providing neighborhood-serving commercial uses that are less intense, ensuring Tuesday, October 15, 2024 Reg CC MTG, Page *80
Ordinance No. 863
compatibility with adjacent single-family residential areas. The zone allows for a range of services and retail establishments that meet the daily needs of nearby residents while maintaining a community-oriented atmosphere. Mixeduse commercial/residential is permitted.
C. Community Commercial (CC): Situated along major commercial corridors, the Community Commercial zone attracts visitors from Lomita and surrounding areas. This district permits a broad range of commercial uses, including retail, services, restaurants, offices, and entertainment. Mixed-use commercial/residential is permitted. The district is designed to be a significant contributor to the city’s tax base, supporting economic growth and providing diverse amenities for both residents and visitors.
D. Regional Commercial (RC): The Regional Commercial zone is located at major street intersections and near city boundaries, serving as a gateway to Lomita. Similar to the Community Commercial zone, it allows a wide range of commercial uses but places a greater emphasis on supporting high-density housing projects within mixed-use developments. The district is intended to be a major contributor to the city’s tax base, promoting economic vitality and accommodating significant commercial and residential growth.
Article 41. - Permitted and Conditionally Permitted Uses Sec. 11-1.41.01. - Commercial zones land use table.
A. The uses identified in Table 11-1.41.A specify those uses which are permissible within each commercial district. If a use is not listed as permitted or conditionally permitted, it is prohibited unless specifically determined to be allowed pursuant to Section 11-1.41.02. All uses listed shall be conducted within a completely enclosed building unless otherwise specifically provided for in this chapter. The letters and symbols in the columns beneath the district designations mean the following:
● “--” means the use is not permitted
● “P” means the use is permitted by-right as a principal use within the district. ● “C” means the use is conditionally permitted if a conditional use permit is approved by the planning commission.
● “M” means the use is conditionally permitted if a minor conditional use permit is approved by the community and economic development director.
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Ordinance No. 863
Table 11-1.41.A: Permitted uses in commercial zones
Land Use Zoning District Supplemental
DC NC CC RC Requirements
Commercial, Retail, and Service Uses
Antique shops P P P P
Appliance stores P P P P
Auto parts (new and
reconditioned)
-- P P P
Bakeries (retail only) P P P P
Banks, savings and
loan, and credit
unions
P P P P
Bed and breakfasts C C -- --
Bicycle, scooter, and
similar rideable
sales and rentals
P P P P
Butcher shops P P P P
Camera sales and
repair
P P P P
Clothing stores P P P P
Computer and
technological
equipment sales and
repair
P P P P
Confectionery stores
and ice cream
parlors
P P P P
Craft, sewing, and
fabric stores
P P P P
Dry cleaners P P P P
Feed and grain
sales and storage of
related goods
C C C C
Fine art galleries
(commercial)
P P P P
Florist shops P P P P
Furniture stores -- P P P
Hardware and home
improvement stores
-- P P P All building materials,
nursery stock, etc. shall be
stored in an enclosed
building
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Ordinance No. 863
Land Use Zoning District Supplemental
DC NC CC RC Requirements
Home furnishing
stores
P P P P
Hotels, motels, and
motor inns
-- -- C C Pursuant to Section 11-
1.68.07 Jewelry stores and
incidental repair
P P P P
Laundromats -- -- -- --
Locksmith shops P P P P
Markets, grocery
stores, and
convenience stores
not selling alcoholic
beverages
P P P P
Markets, grocery
stores, and
convenience stores
with alcoholic
beverages sales
C C C C Stores exceeding 3,000 sq.
ft. in floor area shall not be
located closer than 1,500
feet from another store
selling alcoholic beverages
Massage
establishments
-- -- -- --
Mobile phone sales
and repair
P P P P
Outdoor storage or
display
C C C C Pursuant to Section 11-
1.41.02 Paint stores P P P
Permanent flower
stand or news stand
within the right-ofway
P Subject to an encroachment
permit or license agreement
Personal
improvement uses
such as: music
studio, tutoring,
children’s group
classes, and
dance/karate studio
P P P P Limited to fifty (50) persons
or less based upon
occupant load as
determined by building and
safety
Pet shops
(household pets
only, not including
grooming or
boarding)
P P P P
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Ordinance No. 863
Land Use Zoning District Supplemental
DC NC CC RC Requirements
Pharmacies and
drug stores
P P P P Does not include medical
marijuana dispensaries,
cannabis cultivation, or any
other commercial cannabis
activity
Post offices P P P P
Printing and copying
services
P P P P
Printing, scanning,
and digital services
P P P P
Sale of new and
used merchandise
at retail only
P P P P
Secondhand, resale,
and thrift stores
P P P P Pursuant to Section 11-
1.68.08 Shoe stores and
repair
P P P P
Sporting goods
stores
P P P P
Stationery and book
stores
P P P P
Tailors and
dressmakers
P P P P
Tattoo and body art -- -- -- C
Upholstery shops P P P P The front of the shop must
be retail in appearance
Video and audio
recording sales and
rental
P P P P
Watch sales and
repair
P P P P
Wireless
communication
facilities
WCFP WCFP WCFP WCFP See “Wireless
communications facilities”
Eating and Drinking Establishments
Bakery shops,
including baking
only when incidental
to retail sales from
the premises
P P P P
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Ordinance No. 863
Land Use Zoning District Supplemental
DC NC CC RC Requirements
Bars and cocktail
lounges
C C C C Pursuant to Article 56
(Alcoholic Beverages)
Brewpubs,
breweries, and wine
bars with tasting
rooms
C C C C As defined in Section 11-
1.15.02(B) and pursuant to
Article 56 (Alcoholic
Beverages)
Drive-through
restaurants
C C
Restaurants and
cafes not serving
alcoholic beverages
P P P P Pursuant to Article 56
(Alcoholic Beverages)
Restaurants and
cafes serving
alcoholic beverages
C C C C Pursuant to Article 56
(Alcoholic Beverages)
Recreational and Entertainment Uses
Arcades C C P P
Bay-based indoor
recreation
C C C C Including, but not limited to,
bowling alleys, axe throwing
alleys, darts alleys, and golf
simulation
Billiard and pool
halls
C C P P
Computer-based
indoor recreation
P P P P Including virtual reality,
esports, and arcade games
Course-based
indoor recreation
P P P P Including escape rooms,
mini-golf, laser tag, skating,
trampoline parks, and
obstacle courses
Gymnasiums and
workout studios with
a capacity of more
than forty (40)
people
P P P P
Nightclubs C C Pursuant to Article 56
(Alcoholic Beverages)
Skating rinks P P P P
Theaters, movie,
and live stage
C C C C
Transient miniature
kiddy rides of less
Not to exceed twenty-five
(25) feet in height
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than ten (10) pieces
of equipment
Unique goods and
specialty retail
stores
C C C C
Workout studios with
a capacity of ten
(10) to forty (40)
total class members
and staff members
per class
P P P P
Professional and Office Uses
Banks, savings and
loans, and credit
unions
P P P P
Business and
professional schools
C C C C
Dental clinics -- P P P Including laboratories in
conjunction therewith
Employment
agencies
P P P P Offices permitted only
above the ground floor in
the DC zone
Medical clinics -- P P P Including laboratories and
prescription pharmacies in
conjunction therewith, not
including medical marijuana
dispensaries, cannabis
cultivation, or any other
commercial cannabis
activity
Offices (business
and professional,
including medical
and dental)
P P P P Offices permitted only
above the ground floor in
the DC zone
Photography studios P P P P
Veterinary outpatient
clinics (household
pets only, no
overnight stays)
P P P P
Automotive Uses
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Automobile body
and fender shops,
repair, painting, and
upholstering
-- -- C C Operations must be
conducted within an
enclosed building
Automobile rentals -- -- C C Rental vehicles must be
under two years old and
well-maintained; no vehicle
sales or repairs are allowed
unless approved by the
planning commission;
advertising is limited to
approved tags or decals; all
vehicles must be stored onsite
Automobile sales -- -- C C
Boat, trailer, and
recreational vehicle
sales (new and
used)
-- -- C C Including servicing,
mechanical repairs,
painting, body and fender
repair, and rental when
such uses are in
conjunction with the primary
use
Car washes -- -- C C
Fueling service
stations
C C C C
Fueling service
stations with
ancillary servicing
and repair facilities
and/or automated
car wash facilities
-- -- C C
Truck sales and
rental agencies
-- -- C C
Manufacturing and Light Industrial Uses
Catering -- C C C
Commercial printers -- P P P
Electric distribution
substations
including microwave
facilities
incorporated as a
-- P P P
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part of a public utility
installation
Electrical, plumbing,
and contractors’
shops
C C C C
Equipment rentals -- -- C C
Glass edging,
beveling, and
silvering in
connection with the
sale of mirrors and
glass decorating
furniture
-- -- P P
Horticultural
nurseries
-- P P P Includes the growing of
nursery stock, but not
including medical marijuana
dispensaries, cannabis
cultivation, or any other
commercial cannabis
activity
Laboratories
(medical or dental)
-- P P P Not including medical
marijuana dispensaries,
cannabis cultivation, or any
other commercial cannabis
activity
Mail-order houses,
not to include
warehousing
-- -- P P
Manufacturer’s
agent, carrying no
inventory other than
samples
-- P P P
Mimeographing and
addressograph
services
-- P P P
Servicing of
consumer electronic
equipment and
components repair
P P P P
Wholesale
businesses
C C C C
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Institutional and Community Uses
Assembly halls C C C C Pursuant to Section 11-
1.68.04 Extended day care
centers
C C C C
Hospitals and urgent
care centers
-- C C C
Mortuaries -- C C C
Preschool and
nursery schools
C C C C
Public parks P P P P
Schools C C C C Unless otherwise exempted
by the school district,
schools with a total capacity
of more than fifty (50)
students (as determined by
the department of building
and safety) shall be subject
to the development
standards in Section 11-
1.68.04 -- – Not Permitted
P – Permitted Use
C – Conditional Use Permit Required
M – Minor Conditional Use Permit Required
WCFP – Wireless Communication Facility Permit
Sec. 11-1.41.02. - Uses not listed in the land use table.
A. This section is designed to allow the city flexibility to address changing market needs and to adapt to new and unique land uses that are not anticipated in the current title. This adaptability ensures that the city can responsibly evolve and accommodate diverse development types, fostering dynamic growth within the community. The community and economic development director has the authority to decide whether unlisted uses may be allowed by right or require a conditional use permit or minor conditional use permit unless explicitly permitted or not permitted. When evaluating proposals for land uses not listed in Table 11-1.41.A, the community and economic development director will consider whether:
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(1) The proposed use is consistent with the goals and policies of the General Plan;
(2) The proposed use is consistent with the purpose and intent of the zoning district in which it is located;
(3) The proposed use is similar to other uses permitted within the same district; and
(4) The proposed use will not adversely affect the health, safety, or welfare of residents or other persons in the vicinity.
B. Any determination on a proposed unlisted use may be referred to the planning commission for review if the community and economic development director determines on a case-by-case basis that commission review would better serve the public interest.
C. Recordation. Determinations on unlisted land uses shall be recorded in writing.
The record of interpretations shall be kept on file in the planning division and shall be available to the public upon request. Unlisted use determinations will be forwarded in accordance with the procedures for zoning amendments included in Section 11-1.70.05, Zoning amendments, of this title, for consideration of incorporation into the Zoning Ordinance, at such time as is deemed appropriate by the community and economic development director.
Article 42. - Commercial Zone General Development Standards Sec. 11-1.42.01. - Development standards.
The development standards for properties within commercial districts are set forth in Table 11-1.42.A. Unless otherwise specified in the referenced sections or in other city regulations governing commercial development, the standards outlined in this table shall apply to all zones described in this chapter. Mixed-use developments shall adhere to the specific development standards outlined in Section 11-1.43.05.
Table 11-1.42.A: Commercial zone development standards
Development
Standard
Zoning District
DC NC CC RC
Lot Area, Minimum
10,000
square feet
(1)
5,000 square
feet (2)
10,000
square feet
(1)
10,000 square
feet (1)
Lot Width, Minimum 100’ (1) 50’ (2) 100’ (1) 100’ (2)
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Floor Area Ratio,
Maximum 1:1 1:1 1:1 1:1
Building Height,
Maximum 35’ 35’ 35’ 35’
Minimum Building Setbacks:
Front and Street Side
Yard 0’-0” 0’-0” 0’-0” 0’-0”
Side Yard 0’-0” 0’-0” 0’-0” 0’-0”
Rear Yard 0’-0” 0’-0” 0’-0” 0’-0”
Minimum rear and
side yard adjoining a
residential zone
10’-0” 10’-0” 10’-0” 10’-0”
Landscape
Coverage, Minimum3 6% 6% 6% 6%
Landscaping As required by Article 82 and Section 11-1.68.03 Off-Street Parking
and Loading As required by Article 66
Signs As required by Article 67
Fences, Walls,
Gates, and
Screening
As required by Section 11-1.68.02
Notes:
1. The planning commission shall not recommend and the city council shall not approve any division of land after the adoption of this chapter which would create any lot less than one hundred (100) feet wide or less than ten thousand (10,000) square feet in area. Legally created lots which are fifty (50) feet wide and five thousand (5,000) square feet in area shall not be deemed nonconforming on the basis of lot width or lot area.
2. The planning commission shall not recommend and the city council shall not approve any division of land after the adoption of this chapter which would create any lot less than one hundred (50) feet wide or less than ten thousand (5,000) square feet in area. Legally created lots which are less than fifty (50) feet wide and five thousand (5,000) square feet in area shall not be deemed nonconforming on the basis of lot width or lot area.
3. A minimum of six (6) percent of the lot area not occupied by building(s) or structure(s) shall be landscaped. Both perimeter and nonperimeter landscaping shall be provided. The landscaped areas shall be equipped with an automatic sprinkler system.
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Sec. 11-1.42.02. - Outside display.
A. All displays, services, and storage related to permitted business operations in commercial zones must be conducted entirely within an enclosed building, except where otherwise specified or when the following merchandise is sold on the premises:
(1) Automobiles, motorcycles, boats, trailers, recreation vehicles. (2) Petroleum-related items including new tires, new batteries, and similar new equipment when part of a fueling service station.
(3) Flowers and plants.
(4) Satellite receiving antennas, subject to a conditional use permit approved by the planning commission.
B. Temporary merchandise displayed by licensed retailers is subject to the following conditions:
(1) A maximum of three (3) articles may be displayed at any one time. (2) All displays must be adjacent to the retail store and shall not extend into the public right-of-way.
(3) Displays shall not occupy any minimum required parking spaces. (4) Displays are permitted only during business hours and must be removed when the business is closed.
C. Permitted Exceptions for Outdoor Display and Storage. Outdoor display and storage may be permitted under the following conditions:
(1) Construction. Limited outdoor accessory storage of materials and equipment to be used for construction projects in progress shall be permitted.
(2) Planning Commission Approval. Outdoor display and storage may be allowed through a site plan approved by the planning commission. Approval may apply to the same lot or parcel where the principal use is located, or on a lot within three hundred (300) feet of the principal use. (3) Conditions Imposed. The planning commission may impose conditions of approval to ensure that outdoor display and storage activities protect public health, safety, and welfare, such as:
(a) The type and number of materials to be stored or displayed; Tuesday, October 15, 2024 Reg CC MTG, Page *92
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(b) Screening fences, walls, or landscaping;
(c) Special setbacks relative to the materials stored or displayed; (d) Time limits for the display or storage;
(e) Special regulations related to loading access; and/or (f) Any other conditions deemed necessary by the planning commission.
Sec. 11-1.42.03. - Special development standards.
A. Outside storage of storage and loading bins/containers and/or semi-trailers used for storage shall not be stored/parked anywhere on a lot or parcel of land in excess of forty-eight (48) hours.
B. Walls. Each lot or parcel of land with a side or rear lot line adjoining property in a residential zone or a lot containing a residential dwelling unit shall have a solid masonry wall, not less than six (6) feet in height, established along the side and rear lot lines adjoining such zones or units, except as otherwise provided in Article 68, Special Development Standards, and except where the adjoining property is used in conjunction with the commercial lot. The height shall be measured from the higher of the finished grade on either side of the wall.
C. Neon Tubing. Outlining of buildings and glass surfaces by means of neon tubing, string lights, or similar devices to create light source may be permitted subject to the requirements of Article 68, Special Development Standards, Section 11-1.68.05, Illumination of glass and outlining of buildings in commercial and manufacturing zones.
Article 43. - Mixed-Use Conditional Use Permit
Sec. 11-1.43.01. - Conditional Use Permit required.
Residential uses are conditionally permitted in all commercial zones, subject to planning commission approval of a conditional use permit. Such residential uses must be integrated into commercial sites as part of a comprehensive mixed-use development. Standalone residential uses are prohibited in commercial zones except when proposed as housing development on lots identified in the City’s 2021-2029 Housing Element Sites Inventory (refer to Article 51. - Housing (H) Overlay).
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Sec. 11-1.43.02. - Special CUP findings.
The planning commission, or city council on appeal, may approve a conditional use permit for mixed-use developments only if it first finds that the proposed mixeduse development demonstrates compliance with the following findings, which supersede the findings specified in Section 11-1.70.09:
A. The proposed mixed-use development is consistent with the General Plan and furthers the goals and policies related to land use, housing, and economic development;
B. The design, layout, and operating characteristics of the proposed mixed-use development are compatible with existing and future land uses, will not interfere with the use and enjoyment of neighboring developments, and will not result in vehicular or pedestrian hazards;
C. The proposed mixed-use development complies with all applicable development standards and zoning regulations and the site is adequate in size and shape to accommodate the proposed use and integrate with the neighborhood and surrounding uses;
D. The proposed mixed-use development complies with the objective design standards outlined in Section 11-1.43.06, ensuring high-quality design and compatibility with the surrounding urban fabric; and
E. The site is adequately served by existing or proposed highways, streets, and other infrastructure, including utilities, public facilities, and services necessary to accommodate the proposed mixed-use development and provide safe access for vehicles, pedestrians, and cyclists.
Sec. 11-1.43.03. - Minimum nonresidential use requirement.
A. Mixed-use developments are required to allocate a minimum gross floor area to nonresidential land uses, as defined in Article 15, to ensure a functional integration of residential and commercial activities. The minimum nonresidential use requirements shall vary based on the overall site location and size. Mixed-use developments shall dedicate a minimum gross floor area to onsite nonresidential uses in accordance with Table 11-1.43.A.
Table 11-1.43.A: Minimum nonresidential use requirement Length of Greatest Street Frontage Minimum Nonresidential Allocation
0 to 100 lineal feet of street frontage 2,500 square feet of gross floor area Tuesday, October 15, 2024 Reg CC MTG, Page *94
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101 to 250 lineal feet of street frontage 10,000 square feet of gross floor area 251 to 500 lineal feet of street frontage 50,000 square feet of gross floor area 501 or more lineal feet of street frontage 100,000 square feet of gross floor area
B. For corner lots with multiple street frontages, the minimum nonresidential use requirement shall be measured from the site’s longest street frontage.
C. The location of the spaces dedicated to onsite nonresidential uses shall be reviewed by the planning commission as part of the conditional use permit application. Generally, nonresidential uses shall be located on the ground floor and oriented towards the street and other public-facing spaces.
Sec. 11-1.43.04. - Deviation from minimum nonresidential use requirement.
Exemptions for Sites Identified on the Housing Element Sites Inventory.
Commercial properties listed on the City’s 2021-2029 Housing Element Sites Inventory are exempt from the minimum nonresidential use requirement when projects propose standalone residential development (refer to Article 51. - Housing (H) Overlay). Such projects qualify for the exemption by-right in an effort to promote the efficient use of land and enhance residential density by facilitating the redevelopment of smaller, underutilized parcels.
Sec. 11-1.43.05 - Mixed-use development standards.
Mixed-use developments are permitted through a conditional use permit subject to the development standards outlined in Table 11-1.43.B. In instances where specific standards for mixed-use developments are not provided, the standards applicable to the underlying commercial zones, as detailed in Article 42, shall apply.
Table 11-1.43.B: Mixed-use development standards
Development
Standard
Zoning District
DC NC CC RC
Residential Density,
Minimum1
20 dwelling
units per acre
20 dwelling
units per acre
20 dwelling
units per
acre
20 dwelling
units per
acre
Residential Density,
Maximum1
30 dwelling
units per acre
40 dwelling
units per acre
40 dwelling
units per
acre
70 dwelling
units per
acre
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Floor Area Ratio,
Maximum1 1:1 1:1 1:1 1:1
Building Height,
Maximum
45’, max. 3
stories
45’, max. 3
stories
60’, max. 4
stories
75’, max. 5
stories
Distance between
buildings on the same
lot
5’ 10’ 10’ 10’
Minimum Residential
Unit Size
• Studio: 500 square feet
• One (1) bedroom: 700 square feet
• Two (2) bedrooms: 900 square feet
• Additional bedrooms: 200 additional square feet per
bedroom
Open Space,
Minimum2
200 square
feet per unit
200 square
feet per unit
250 square
feet per unit
300 square
feet per unit
Off-Street Parking
and Loading As required by Article 66
Notes:
1. For mixed-use projects, the density requirements shall apply to the residential component and the FAR shall apply to the nonresidential component.
2. The minimum open space may be met through a combination of common and private open space and recreational amenities (e.g., swimming pool, clubhouse, fitness room, playground, etc.). All required open space shall be useable.
Sec. 11-1.43.06. - Mixed-use objective design standards.
Reserved.
Sec. 11-1.43.07. - Affordable housing in-lieu requirement.
A. Mixed-use developments shall provide onsite affordable units equivalent to at least ten (10) percent of the total number of residential dwelling units. The configuration of the units and the income levels served shall be reviewed by the planning commission as part of the conditional use permit process.
B. Alternative Compliance for Onsite Affordable Housing (1) In-Lieu Fees: Applicants may pay in-lieu fees based on the development impact fee schedule established by the city council.
(2) Offsite Affordable Units: Applicants may provide offsite affordable units, which must be constructed within three (3) years of the project’s completion.
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If this requirement is not met, applicants shall pay in-lieu fees to satisfy their affordable housing obligations.
Sec. 11-1.43.08. - Affordable housing incentives.
A. Mixed-use developments incorporating onsite affordable housing units and seeking concessions, waivers, and/or density bonuses pursuant to Government Code Sections 65915-65918 may request the following concessions or waivers in order of the city’s preferred incentive categories:
(1) Residential density
(2) Maximum building height
(3) Stepbacks from street frontages and adjacent to existing single-story buildings
(4) Minimum open space
(5) Off-street parking
(6) Other provisions of mixed-use development standards B. A concession or waiver from the minimum gross floor area allocated to nonresidential land uses shall not be permitted. Standalone residential developments are not permitted unless proposed on a Housing Element site, i.e., 2021-2029 Housing Element Sites Inventory (refer to Article 51. - Housing (H) Overlay).
Article 44. - Commercial Zone Performance Standards
The following performance standards shall apply to all commercial zoning districts.
A. Parking Proximity. All required parking must be provided onsite in compliance with the city’s off-street parking ordinance. Offsite parking may be permitted with the approval of a minor conditional use permit.
B. Outdoor Lighting. Outdoor lighting shall be shielded to prevent any direct line of sight between the light source and any residential zoning district or residential dwelling unit. Within fifty (50) feet of a residential zoning district or residential dwelling unit, lighting fixtures shall not be installed higher than twenty (20) feet above the ground. Additionally, outdoor lighting shall not exceed the following illumination levels at the property line:
(1) Residential Adjacent: A maximum of 0.50 foot-candle if the subject property abuts a residential zoning district or a lot containing a residential dwelling unit.
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(2) Nonresidential Adjacent: A maximum of 2.00 foot-candles if the subject property abuts a nonresidential zoning district or a lot containing only nonresidential uses.
C. Odor. The odors released from any operation or activity shall not exceed detectable concentration beyond lot lines, measured at any location on the lot lines. Commercial uses with attached residential units shall provide ventilation systems to prevent odors from penetrating residential units.
D. Flammable, Explosive, and Combustible Materials. The use or storage of such materials shall conform with the adopted uniform fire prevention code, adopted California Building Code, and any other adopted ordinances or regulations of the city.
E. Noise. All developments shall comply with the city-adopted standards for noise.
Where a mix of uses is provided, the strictest noise standard for the provided use shall apply.
F. Utilities. All new utilities shall be installed underground to the extent possible.
Article 45. - Public Art in Private Developments
Sec. 11-1.45.01. - Purpose and intent.
A. The purpose of this chapter is to enrich the cultural and aesthetic landscape of the City of Lomita through the integration of public art within commercial and mixed-use developments. This initiative seeks to foster creativity, educate and cultivate an appreciation of the arts and cultural heritage, and enhance the visual environment for residents and visitors alike. Public art, by embodying the confidence, vitality, and optimism of the community, reflects the city’s commitment to diversity and cultural richness. It contributes to a more vibrant, attractive, and livable city, promoting the highest ideals of its citizens.
B. In implementing this program, the city aims to establish clear guidelines, procedures, and standards that align with and support the goals and policies outlined in the Lomita General Plan. The integration of public art in private developments across commercial districts is intended to create memorable, engaging spaces that celebrate artistic expression and promote a cohesive community identity.
Sec. 11-1.45.02. - Definitions.
Public art shall be defined as an original, permanent work created in any variety of media by a professional artist. This may encompass sculptures, murals, photography, original graphic arts, water features, neon creations, glassworks, mosaics, or any mix of these and other media forms. It also includes permanent Tuesday, October 15, 2024 Reg CC MTG, Page *98
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furnishings or fixtures attached to a building or its grounds, as well as certain architectural elements like decorative bicycle racks and stained glass that are aesthetically enhanced beyond functional use. Exclusions from the definition of public art include the following:
● Mass-produced art objects of standard design, like playground equipment, benches, statuary, or fountains.
● Decorative or functional architectural elements or details that are solely the work of the building’s architect rather than an artist specifically commissioned for the project, whether working alone or in collaboration with the architect. ● Landscape architecture and gardening, unless designed by the artist as an integral component of the artwork.
● Directional elements including super graphics, signage as outlined in Article 67, or color coding, unless part of an original artwork or executed by artists as unique or limited editions.
● Interpretive programs.
● Mechanical or other reproductions of original artworks, except for film, video, photography, printmaking, or other media arts that are specially commissioned. ● Services or utilities required for the artwork’s operation or maintenance. ● Artwork not visible to the public.
● Corporate logos or identities.
Sec. 11-1.45.03. - Applicability.
The public art requirement shall apply to any of the following development projects within the commercial zoning districts:
A. New Residential Construction: Projects consisting of ten (10) or more dwelling units, including condominiums, apartment complexes, and mixed-use developments with residential components.
B. New Nonresidential Construction: Commercial, industrial, institutional, or mixed-use developments with a project valuation of one million dollars ($1,000,000.00) or more. This includes but is not limited to office buildings, retail centers, and educational facilities.
C. Tenant Improvements: For nonresidential projects, where the valuation of the tenant improvement project is five hundred thousand dollars ($500,000.00) or Tuesday, October 15, 2024 Reg CC MTG, Page *99
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more. This encompasses renovations, expansions, and interior improvements of existing nonresidential spaces.
Sec. 11-1.45.04. - Minimum public art contribution.
A. Public Art Valuation: The minimum required investment in public art is established at one-half (0.5) percent of the total construction costs of the applicable project.
B. Compliance Methods: Developers can meet this requirement through one of the following methods:
(1) Direct Installation: Incorporation of public art either on-site or at an approved offsite location that is visually accessible to the general public and enhances the community’s public spaces.
(2) In-Lieu Contribution: Making a monetary contribution to the city’s public art fund. The contribution shall be established by the city fee schedule adopted by the city council. This fund will be used to commission, purchase, and maintain public artworks throughout the city.
Sec. 11-1.45.05 - Location guidelines.
A. Onsite Placement. Public art should be strategically placed within the development to maximize visibility and engagement with the public. It should be oriented towards pedestrian traffic and accessible for public viewing. The integration of the artwork with the site’s landscape and architectural design is encouraged to enhance the overall aesthetic and experiential quality of the development.
B. Offsite Placement. In instances where onsite placement is not feasible or does not contribute to the public art goals of the city, developers may propose an alternative offsite location for public art contribution. The proposed location must be within the City of Lomita and accessible to the public, and it should align with the city’s broader public art objectives.
Sec. 11-1.45.06. - General design guidelines.
A. The Public Art Program of the City of Lomita is committed to fostering innovative artistic expressions and enhancing the city’s aesthetic and cultural environment through the incorporation of diverse art forms in commercial districts. Public art in Lomita should strive to establish a sense of place and community identity through themes that are open to imaginative interpretation.
B. Themes. Artwork may be representational or non-representational and should aim to resonate with a wide audience. The following suggested thematic Tuesday, October 15, 2024 Reg CC MTG, Page *100
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content intend to serve as guidance to inspire artists and developers, without mandating specific subjects or styles.
(1) Natural Beauty and Urban Integration: Artwork that depicts or is inspired by the interplay between natural landscapes and urban elements. (2) Cultural Diversity and Community: Representations that celebrate the diverse cultures and communities of Southern California, fostering a sense of inclusion and community unity.
(3) Historical Narratives: Pieces that explore or reinterpret the history of Lomita and its development, contributing to a shared community heritage. (4) Contemporary Life and Visions for the Future: Artworks that reflect the contemporary urban experience and Lomita’s aspirations for the future, including interpretations of the Southern California lifestyle.
C. Installation and Maintenance. Artworks must be designed and installed with consideration for public safety, accessibility, and long-term maintenance.
Artists and developers are encouraged to:
(1) Ensure durability by selecting materials and designs that withstand local environmental conditions and require minimal maintenance; (2) Promote accessibility through installation in a manner accessible to all segments of the community, enhancing public interaction and enjoyment; and
(3) Complement and enhance the immediate environment, contributing positively to the site’s character and the overall urban fabric.
Sec. 11-1.45.07 - Review procedures.
A. Projects Requiring Discretionary Review
(1) The public art component of development projects requiring discretionary review, such as conditional use permits or variances, will be reviewed by the planning commission. Review may occur concurrently with other discretionary applications required for the project. The application must detail the developer’s proposed method for complying with the public art requirement, including the location and medium of the direct art installation(s).
(2) Location and Medium Approval. The planning commission will assess the appropriateness of the proposed public art location to ensure accessibility and visibility by the public. Considerations will include the integration of the art within the site, the potential for public engagement, and the contribution Tuesday, October 15, 2024 Reg CC MTG, Page *101
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of the artwork to the aesthetic quality of the development and surrounding area.
(3) Deferred Art Selection. Developers have the flexibility to choose the specific content, theme, and/or art style of the public art piece after the planning commission’s initial review. The final selection of the artwork, including detailed designs and artist information, must be submitted to the community development department for approval before installation. This step is designed to encourage developers to invest thoughtful consideration into the art selection process, prioritizing the engagement of local artists and commissioning artworks that resonate with and enhance the identity of the project site, aligning with the city’s vision for cultural enrichment and aesthetic integration.
B. Projects Not Requiring Discretionary Review
(1) Community Development Department Review. For development projects that do not require discretionary review by the planning commission, the proposed location and medium of the public art installation must be submitted to the community and economic development director. This submission should occur prior to the issuance of building permits to ensure that the public art component is integrated into the project plans from the outset.
(2) Deferred Art Selection. Similar to projects undergoing discretionary review, developers may opt to defer the final selection of the public art piece’s content, theme, and/or art style until a later stage in the project. However, the planning commission shall provide final approval of the artwork before installation. This deferred selection process enables developers to carefully consider art choices, prioritize local artist engagement, and commission works that resonate with the project site and align with the city’s vision for cultural enrichment and aesthetic integration.”
E. Section. 11-1.50.01 (Purpose and intent) of Article 50 (Manufacturing-Commercial Zone) of Chapter 1 (Zoning) of Title XI of the City of Lomita Municipal Code is hereby deleted and replaced with the following.
“The Manufacturing-Commercial (M-C) zone is established to provide a wide variety and complexity of light manufacturing and commercial uses in proximity to residential and commercial zones, including installation and operation of compatible necessary public service facilities. Performance standards are prescribed to assist in controlling the intensity and development of uses and to limit the performance of activities in the zone to levels allowing no objectionable or obnoxious influences such as smoke, noise, fumes, vibration, radiation, light, or glare that might adversely affect the persons, businesses, and uses in and around the zoned area.”
Tuesday, October 15, 2024 Reg CC MTG, Page *102
Ordinance No. 863
F. Section 11-1.51.01 (Intent and purpose) of Article 50 (Manufacturing-Commercial Zone) of Chapter 1 (Zoning) of Title XI of the City of Lomita Municipal Code is hereby incorporated into Section 11-1.50.01 (Purpose and intent).
G. Section 11-1.51.02 (Principal uses permitted) of Article 50 (ManufacturingCommercial Zone) of Chapter 1 (Zoning) of Title XI of the City of Lomita Municipal Code is hereby changed to Section 11-1.50.02 (Principal uses permitted).
H. Section 11-1.51.04 (Uses subject to commission’s review and approval) of Article 50 (Manufacturing-Commercial Zone) of Chapter 1 (Zoning) of Title XI of the City of Lomita Municipal Code is hereby changed to Section 11-1.50.03 (Uses subject to commission’s review and approval).
I. Section 11-1.51.05 (Uses by conditional use permit) of Article 50 (ManufacturingCommercial Zone) of Chapter 1 (Zoning) of Title XI of the City of Lomita Municipal Code is hereby changed to Section 11-1.50.04 (Uses by conditional use permit).
J. Section 11-1.51.06 (Standards of development) of Article 50 (ManufacturingCommercial Zone) of Chapter 1 (Zoning) of Title XI of the City of Lomita Municipal Code is hereby changed to Section 11-1.50.05 (Standards of development).
K. Part 5.1 (Housing (H) Overlay)) shall hereby be added to Chapter 1 (Zoning) of Title XI of the City of Lomita Municipal Code as follows. (1) The minimum residential density shall be twenty (20) dwelling units per net acre;
(2) Housing developments allowing exclusively residential uses are permitted;
(3) Residential uses in mixed-use developments shall occupy at least fifty (50) percent of the total gross floor area of a mixed-use project; (4) For developments in which twenty (20) percent or more of the units are affordable to lower income households (income and affordability levels set forth in Sections 50079.5, 50093, and 50105 of the Health and Safety Code shall apply), owner-occupied and rental multifamily uses shall be permitted; and
(5) An applicant for a project pursuant to this chapter may apply for a density bonus in accordance with Government Code Section 65915.” Tuesday, October 15, 2024 Reg CC MTG, Page *103
Ordinance No. 863
PART 5.3. - LOT CONSOLIDATION
Article 53. - Lot Consolidation
Sec. 11-1.53.01. - Purpose and intent.
The purpose and intent of this chapter is to facilitate housing development and redevelopment through the consolidation of multiple adjacent parcels. Lot consolidation intends to incentivize development to support higher-density multifamily residential developments, particularly for lower income households. As a main incentive for lot consolidation, this chapter allows developers an increase in permitted density for projects that propose to build the maximum number of residential units allowed on a site.
Sec. 11-1.53.02. - Definition.
Lot consolidation shall mean the merging of two (2) or more contiguous parcels into fewer parcels through the elimination or modification of shared property lines.
Sec. 11-1.53.03. - Authority.
Lot consolidation applications shall be subject to review and approval by the planning commission in accordance with Article 12 of the Lomita Municipal Code. Unless State law specifies otherwise, the planning commission shall be the final authority for all applicable discretionary and administrative permits requesting additional units and incentives pursuant to this chapter. The decisions of the planning commission shall be final unless a written appeal is filed pursuant to Article 70, Zoning Ordinance Administration, of the Lomita Municipal Code.
Sec. 11-1.53.04. - Applicability.
Incentives pertaining to lot consolidation apply only to development proposing the consolidation of two or more contiguous parcels or units of land which have been created under the provisions of the Subdivision Map Act or any prior law regulating the division of land. All parcels are eligible for the incentives in this chapter provided that the resulting lot, subsequent to consolidation, meets the minimum standards listed in Section 11-1.53.09.
Sec. 11-1.53.05. - Treatment of lots after consolidation.
After consolidation completion, with respect to any contiguous lots, parcels, or units of land under this chapter, such lots, parcels, or units of land shall be treated as a single lot under the provisions of the Lomita Municipal Code.
Tuesday, October 15, 2024 Reg CC MTG, Page *104
Ordinance No. 863
Sec. 11-1.53.06. - Contiguity.
Property shall be considered as contiguous lots, parcels, or units of land only if such lots, parcels, or units of land are adjoining, but not if separated by roads, streets, alleys, railroad rights-of-way, or other features deemed to be similar by the community and economic development director.
Sec. 11-1.53.07. - Review by the planning commission.
The community and economic development director, or their authorized representative, shall determine that projects proposing to consolidate lots meet all minimum standards in Section 11-
1.53.09 prior to scheduling a public hearing for review by the planning commission. Projects proposing buildout beyond the development incentives granted in this chapter, or land uses that require separate entitlements, shall apply for the applicable discretionary permits concurrently.
The application will be reviewed against the required findings in this chapter, Section 11-1.53.11, as well as the required findings for all necessary discretionary and administrative permits.
Sec. 11-1.53.08. - Notice to county recorder.
Whenever the community and economic development director or planning commission determines that real property has been consolidated pursuant to this chapter, the director, within thirty (30) days of such decision, shall cause to be filed for record with the county recorder a notice of such consolidation specifying the names of the recorded owner(s) and describing the real property affected by the consolidation.
Sec. 11-1.53.09. - Minimum standards for lot consolidation.
In order to qualify for incentives, a lot consolidation request under Section 11-1.53.02 of this chapter must adhere to the minimum standards specified in Section 11-1.53.09(A) and (B) and result in a lot that satisfies all criteria outlined in Table 11-1.53.A: Minimum standards for lot consolidation.
Table 11-1.53.A: Minimum standards for lot consolidation Development Standard
Zoning District
DC NC CC RC
Lot Area, Minimum 10,000 square
feet
5,000 square
feet
10,000 square
feet
10,000 square
feet
Lot Width, Minimum 50’ 50’ 75’ 75’
Number of
Residential Units
Development is proposed at maximum allowable residential density, and with a minimum of three (3) residential units
Tuesday, October 15, 2024 Reg CC MTG, Page *105
Ordinance No. 863
Affordability
At least 50 percent of all additional units granted by lot consolidation shall be affordable to low-, very low-, and extremely low-income households per the percentages below pursuant to Section 11-1.53.10(A):
• 5% of all affordable units extremely low-income;
• 15% of all affordable units very low-income; and
• 35% of all affordable units low-income
For purposes of this section, income levels are defined by Health and Safety Code § 50052.5
Architectural Design Refer to Section 11-1.43.06. - Mixed-use objective design standards Streets No new streets are created
Slope The average natural slope of the property is less than 20 percent A. Consolidating Lots with Different Zoning. In the event two or more parcels with dissimilar zoning districts are proposed to be consolidated, resulting in a single parcel, the rezoning of the new parcel shall be made concurrently with the submittal of a lot consolidation request with a determination made by the planning commission in relation to supporting congruency with the surrounding zoning districts. If the consolidated single-zoned parcel would not result in greater neighborhood compatibility, including zoning districts with contrasting development standards or other potential negative influencing factors, the planning commission shall determine the resulting zoning district for the consolidated lot.
B. Term of Affordability and Resale.
(1) An applicant entitling a rental project shall enter into an affordable housing agreement and restrictive covenant with the city which shall ensure any additional units awarded pursuant to this ordinance shall be rented to low-, very low-, and extremely low-income households at an affordable housing cost, as that term is defined in Health and Safety Code § 50052.5, for not less than thirty (30) years or a longer period of time as may be required by other project funding sources. Household income and rents for the low, very low-, and extremely low-income units must be reported annually to the community development department. For purposes of this chapter, low-income households shall be defined by Health and Safety Code § 50079.5, very low-income households shall be defined by Health and Safety Code § 50105, and extremely low-income households shall be defined by Health and Safety Code § 50106. The restrictive covenant shall be recorded against the property prior to the issuance of the first building permit. (2) An applicant for a for-sale residential project shall enter into an equity sharing agreement and restrictive covenant with the city, which shall ensure that all additional units allowed pursuant to this chapter shall be sold to low-, very low-, and extremely low-income households at an affordable housing cost. The city shall enforce the equity sharing agreement unless it is in conflict with the requirements of a public funding Tuesday, October 15, 2024 Reg CC MTG, Page *106
Ordinance No. 863
source or law. The restrictive covenant shall be recorded against the property prior to the issuance of the first building permit. The following requirements apply to the equity sharing agreement:
(a) Upon resale, the seller of the unit shall retain the value of any documented improvements, the down payment, and the seller’s proportionate share of appreciation. The city shall recapture any initial subsidy, as defined in subparagraph Section 11-1.53.09(B)(2)(b), and its proportionate share of appreciation, as defined in subparagraph Section 11-1.53.09(B)(2)(c). (b) For purposes of this subdivision, the city’s initial subsidy shall be equal to the fair market value of the home at the time of initial sale minus the initial sale price to the lower income household, plus the amount of any down payment assistance or mortgage assistance provided by the city, if any. If upon resale the market value is lower than the initial market value, then the value at the time of the resale shall be used as the initial market value.
(c) For purposes of this subdivision, the city’s proportionate share of appreciation shall be equal to the ratio of the city’s initial subsidy to the fair market value of the home at the time of initial sale.
Sec. 11-1.53.10. - Incentives.
Reserved.
Sec. 11-1.53.11. - Required findings.
In order to grant the incentives for lot consolidation, the planning commission shall make the following findings:
A. The project meets the minimum standards for lot consolidation (Section 11-1.53.09) and proposes development accommodating the allowed maximum density.
B. In granting an increase in allowable density, 50 percent or more of the additional units are affordable at low-, very low, or extremely low-income levels in congruence with Health and Safety Code § 50052.5 and an agreement with the city is established ensuring the unit’s continued affordability for thirty (30) years or longer.
C. In granting an increase in building height, a reduction in required building setbacks, a reduction in parking requirements, an increase in maximum FAR, and/or any other deviations from development standards required per the Lomita Municipal Code, the planning commission shall find that such increase and/or decrease will not result in any adverse impacts to adjacent properties due to an encroachment of building elements that Tuesday, October 15, 2024 Reg CC MTG, Page *107
Ordinance No. 863
would substantially reduce a property’s access to light and air, the privacy enjoyed by the adjacent residents, or otherwise reduce the reasonable use of the property.
D. The parcels involved in a lot consolidation must be legal lots, free of future development deed restrictions, and can separately be constructed in conformity with the Lomita Municipal Code and health and safety codes in effect at time of application submittal.
E. If deemed necessary, an impact study must show that the proposed increase in density or number of units on site does not cause a significant impact to the city’s sewer and water infrastructure systems.
Section 4. If any section, subsection, subdivision, paragraph, sentence, clause, or phrase of this ordinance or any part hereof is for any reason held to be invalid, such invalidity shall not affect the validity of the remaining portions of this ordinance or any part thereof.
The City Council of the City of Lomita hereby declares that it would have passed each section, subsection, subdivision, paragraph, sentence, clause, or phrase hereof, irrespective of the fact that any one or more sections, subsections, subdivisions, paragraphs, sentences, clauses or phrases be declared invalid.
Section 5. Effective Date
This ordinance shall take effect thirty (30) days after the date of its passage, and prior to fifteen (15) days after its passage, the City Clerk shall cause a copy of this ordinance to be published in accordance with the provisions of the law. The City Clerk shall certify the adoption of this ordinance.
EXHIBIT:
Exhibit A: Zoning Map
PASSED, APPROVED, AND ADOPTED, this 15th day of October, 2024. ________________________________
Bill Uphoff, Mayor
ATTEST:
_____________________________________
Kathleen Horn Gregory, MMC, City Clerk
Tuesday, October 15, 2024 Reg CC MTG, Page *108
Ordinance No. 863
APPROVED AS TO FORM:
____________________________
Trevor Rusin, City Attorney
Tuesday, October 15, 2024 Reg CC MTG, Page *109
W Lomita Blvd
W Anaheim St
Crenshaw Blvd
Western Ave
Palos Verdes Dr E
Skypark Dr
Western Ave
Crenshaw Blvd
Eshelman Ave
Lomita Blvd
Western Ave
Narbonne Ave
Palos Verdes Dr N
Alta Vista Ave
Oak St
Eshelman Ave
Walnut St
250th St
Pennsylvania Ave
253rd St
Cypress St
255th St
262nd St
243rd St
Ebony Ln
Doria Ave
245th St Woodward Ave
Appian Wy
Rolling Vista Dr
Viana Ave
Via Desmonde
251st St
Via Marquette
254th St
263rdSt
Feijoa Ave
Andreo Ave
Fair v iew Ave
247thPl
261st St
240th St
248th St
241st St
247th St
Lucille Ave
256th St
Via MadonnaMonte Vista Ave
Regent Ave
252nd St
257th St
242nd St
249th St
246th St
246th Pl
1 Pacific Coast Hwy
Torrance
Municipal
Airport
L o s
A n g e l e s
R a n c h o
P a l o s V e r d e s
T o r r a n c e
R o l l i n g
H i l l s
E s t a t e s
T o r r a n c e
Prepared for the City of Lomita by De Novo Planning Group, September 9, 2024. Zoning Map Sources: Los Angeles County GIS; City of Lomita. 0 500 1,000
Feet
Lomita City Boundary
Other Incorporated Area
A1
R1
R2
R3
PL
DC (30 du/ac)
NC (40 du/ac)
CC (40 du/ac)
RC (70 du/ac)
MC
H Overlay
Exhibit A
Tuesday, October 15, 2024 Reg CC MTG, Page *110
1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Emma Kelley, Parks and Recreation Director MEETING DATE: October 15, 2024
SUBJECT: Modification for the Lineup of 60th Anniversary Special Events
RECOMMENDATION
Appropriate an additional $12,253 from available funds in the General Fund for the 60th Anniversary events, including two additional Concerts on the Lawn at City Hall.
BACKGROUND
On October 7, 2024, the City Council met during a special Study Session to discuss the 60th Anniversary Special Events and related budget.
DISCUSSION
After discussion, the City Council directed staff to cancel the 60th Anniversary Parade, and add two additional Concerts on the lawn at City Hall (dates TBD). The cost for the remainder of the events, plus an additional two concerns, will require an additional $12,253 in the current Adopted Budget.
FISCAL IMPACT
An additional $12,253 is available in the General Fund to cover the cost of the 60th Anniversary events for the FY 24 Adopted Budget.
OPTIONS
1. Approve recommended action.
2. Provide staff alternative direction.
CITY OF LOMITA
CITY COUNCIL REPORT
Item No. 7l
Tuesday, October 15, 2024 Reg CC MTG, Page *111
2 Reviewed by: Approved by:
_______________________ ______________________
Gary Y. Sugano Andrew Vialpando
Assistant City Manager City Manager
Prepared by:
__________________________
Emma Kelley
Parks and Recreation Director
Tuesday, October 15, 2024 Reg CC MTG, Page *112
1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Susan Kamada, Administrative Services Director MEETING DATE: October 15, 2024
SUBJECT: Resolution to Re-Allocate the American Rescue Plan (ARPA) Recovery Funds
RECOMMENDATION
Adopt Resolution No. 2024-33.
BACKGROUND
On March 11, 2021, President Joe Biden signed into law the American Rescue Plan Act (ARPA), deploying direct and flexible aid to local municipalities. ARPA funding will provide relief related to fiscal impacts incurred by cities due to the COVID-19 pandemic and will assist local communities in bouncing back from its effects.
Permissible Use of Funds
Support Public Health Expenditures Including COVID-19 mitigation efforts, medical expenses, behavioral healthcare, and certain public health and safety staff.
Address Negative Economic Impacts Caused by the Public Health Emergency Including economic harm to workers, households, small businesses, impacted industries, and the public sector. Replace Lost Public Sector Revenue Utilize funding to provide government services to the extent of the reduction in revenue experienced due to the pandemic.
Provide Premium Pay for Essential Workers Offer additional support to those who have and will bear the greatest health risks because of their service in critical infrastructure sectors.
Make Investments in Water, Sewer, and Broadband Infrastructure Utilize funding to make necessary investments for the improvement of access to clean
CITY OF LOMITA
CITY COUNCIL REPORT
Item No. 7m
Tuesday, October 15, 2024 Reg CC MTG, Page *113
2 drinking water, vital wastewater and stormwater infrastructure, and access to broadband internet
The overarching goal is to utilize the ARPA funds to enable the City and community to recover from the COVID-19 pandemic, while also improving long-term resiliency by addressing key priority areas. In order to make recommendations as to the appropriate uses for these funds in Lomita, City staff worked with the Chamber of Commerce to conduct a survey of local business and community groups regarding their hardships related to COVID-19 and their needs going forward. Based on that input, the Subcommittee has identified the following list of categories to which the funds should be directed.
1. Economic Development
2. Critical Infrastructure
3. Small Business Development
4. Workforce Development
5. Public Health and Community Resiliency
Within these categories, City staff is recommending that the City Council approve and re-allocate funds to the following projects:
Cypress GAC Project $3,000,000
Job Creation & Business Incentive Program $30,000
Façade Improvement Program $62,703
Workforce Development $100,000
Public Safety Expenditures $1,336,976
Digital Infrastructure $331,297
Total $4,860,976
OPTIONS
1. Approve staff’s recommendation
2. Provide alternative direction
FISCAL IMPACT
The funds received for the American Rescue Plan will be utilized to complete these projects
ATTACHMENTS:
1. Resolution 2024-33
Tuesday, October 15, 2024 Reg CC MTG, Page *114
3 Reviewed by: Approved by:
_______________________ ______________________
Gary Y. Sugano Andrew Vialpando
Assistant City Manager City Manager
Prepared by:
__________________________
Susan Kamada, Administrative Services Director
Tuesday, October 15, 2024 Reg CC MTG, Page *115
RESOLUTION NO. 2024-33
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LOMITA,
CALIFORNIA, ALLOCATING FUNDS FOR THE CYPRESS GAC
PROJECT, MISCELLANEOUS COVID EXPENDITURES, JOB
CREATION AND BUSINESS INCENTIVE PROGRAM, BUILDING
IMPROVEMENT PROGRAM, SMALL BUSINESS TRAINING WITH THE
SBWIB, WORKPLACE SAFETY INFRASTRUCTURE UPGRADES, AND
DIGITAL INFRASTRUCTURE UPGRADES AND FINDING THE SAME
EXEMPT FROM CEQA
Section 1. Recitals.
1. The American Rescue Plan Act of 2021 (ARPA) was signed by the President on March 11, 2021, which provides approximately $350 billion in new federal fiscal assistance for states, territories, tribes, counties, and municipalities.
2. The City is entitled to $4,860,976 under the State and Local Fiscal Recovery Fund, which expenditures are limited to respond to the Covid-19 pandemic and its negative health and economic impacts.
3. On July 13, 2021, the City received the first half of its allocation of monies from the ARPA in the amount of $2,430,488.
4. On July 21, 2022, the City received the second half of its allocation of monies from the ARPA in the amount of $2,430,488.
5. The staff report presented to the City Council on September 21, 2021, in conjunction with this Resolution detailed the requested approval to appropriate $4,860,976 in ARPA funding for the Cypress GAC Project, Miscellaneous Covid Expenditures, Job Creation and Business Incentive Program, Facade Improvement Program, Workforce Development Training with the SBWIB, Workplace Safety Infrastructure Upgrades, and Digital Infrastructure Upgrades.
THE CITY COUNCIL OF THE CITY OF LOMITA, CALIFORNIA, DOES HEREBY FIND, ORDER AND RESOLVE AS FOLLOWS:
Section 2. The above recitals are true and correct and are incorporated herein by this reference.
Section 3. The American Rescue Plan funding is to be re-allocated as follows:
Tuesday, October 15, 2024 Reg CC MTG, Page *116
Category Proposed
Allocation
Cypress GAC Project Critical Infrastructure $3,000,000
Job Creation & Business Incentive
Program
Economic & Small Business
Development
$30,000
Facade Improvement Program
Economic & Small Business
Development
$62,703
Workforce Development with the South
Bay WIB
Workforce Development
$100,000
Public Safety Expenditures Public Safety
$1,336,976
Digital Infrastructure Upgrades Critical Infrastructure and Broadband $331,297 Total American Rescue Plan Act Funds $4,860,976
Section 4. The Council finds and determines that adoption of this Resolution is exempt from the California Environmental Quality Act pursuant to Section 15378 (b)(5) of the CEQA Guidelines as this is an organizational or administrative activity of government that will not result in the direct or indirect physical change to the environment.
Section 5. This Resolution will become effective immediately upon adoption.
Section 6. The City Clerk shall certify the passage and adoption of this resolution and enter it into the book of original resolutions.
PASSED, APPROVED AND ADOPTED, this 15th day of October 2024. ________________________________
Bill Uphoff, Mayor
APPROVED AS TO FORM: ATTEST:
City Attorney Kathleen Horn Gregory, City Clerk
Tuesday, October 15, 2024 Reg CC MTG, Page *117
1 TO: City Council
FROM: Andrew Vialpando, City Manager
PREPARED BY: Lina Hernandez, Deputy City Manager/Public Works Director MEETING DATE: October 15, 2024
SUBJECT: Dissussion and Consideration to Approve the Sanitary Sewer System Master Plan
RECOMMENDATION
Receive and file the Sanitary Sewer System Master Plan.
BACKGROUND
The City of Lomita owns its own network of sewer lines, known as the sanitary sewer collection system. The system serves our population of approximately 20,000 residents and consists of roughly 36 miles of sewer lines. The City’s legal authority to own and operate the sanitary sewer system is derived from its incorporation as a City. In 1964, the City entered into an agreement with the County of Los Angeles to consent and grant jurisdiction to annex portions of the sewer system into the Consolidated Sewer Maintenance District (CSMD). By that action, the City has entrusted the management, operation, and maintenance of its local sanitary sewer system to the CSMD. The City, however, maintains ownership of the sewer system, and is responsible for ensuring that the public sewer infrastructure is correctly designed, adequately sized, and easily maintained.
The City does not yet have sewer master plan. A sewer master plan is essential in providing the City with responsible path forward in planning for future development. With the State’s requirements to provide for housing production in accordance with the adopted City’s housing element, the City is forecasting an increase in the number of housing units in the coming years. The completion of this sewer master plan is timely to ensure sufficient sewer capacity for all future needs.
The City commissioned Psomas to complete the Sanitary Sewer System Master Plan in July 2023.
CITY OF LOMITA
CITY COUNCIL REPORT
Item No. SCH 8a
Tuesday, October 15, 2024 Reg CC MTG, Page *118
2 DISCUSSION
The Sanitary Sewer System Master Plan involved developing a hydraulic model of the City’s wastewater collection system and to identify capacity issues under existing and future buildout conditions. The Sanitary Sewer System Master Plan identified Capital Improvement Plan (CIP) projects for sewer line segments that are capacity deficient under future buildout conditions or that require excessive maintenance. Future buildout conditions are based on growth according to the City’s Preferred General Plan Land Use Plan (November 2023 version). The recommendations resulting from the Sanitary Sewer System Master Plan will be brought before the City Council consideration with the Capital Improvement Program (CIP) Master Plan at a future date.
FISCAL IMPACT
None for the approval of the Sanitary Sewer Master Plan. Projects resulting from recommendations in the plan will be added to the City’s Capital Improvement Plan as part of annual budget adoption process for consideration by the City Council.
OPTIONS
1. Receive and file.
ATTACHMENTS
1. Sanitary Sewer Master Plan
Reviewed by: Approved by:
_______________________ ______________________
Gary Y. Sugano Andrew Vialpando
Assistant City Manager City Manager
Prepared by:
__________________________
Lina Hernandez
Deputy City Manager/Public Works Director
Tuesday, October 15, 2024 Reg CC MTG, Page *119
CITY OF LOMITA
SANITARY SEWER SYSTEM MASTER PLAN
OCTOBER 2024
Prepared for:
CITY OF LOMITA
Prepared by:
5 Hutton Centre Drive
Suite 300
Santa Ana, CA 92707
Tuesday, October 15, 2024 Reg CC MTG, Page *120
CITY OF LOMITA
SANITARY SEWER SYSTEM MASTER PLAN
PROJECT STAFF
Project staff participating in the preparation of this Sanitary Sewer System Master Plan includes the following:
Michael Swan, PE, Project Manager; Kim Alexander, PE, Project Engineer; Ben Halbach, PE, Condition Assessment
ACKNOWLEDGEMENTS
Project staff would like to acknowledge the following City of Lomita staff members who provided valuable information and assistance contributing greatly to the successful completion of this project:
Jennifer Howell, PE, Associate Engineer; Carla Dillon, PE, former Public Works Director/City Engineer; Frederic Aboujaoude, PE, Principal Engineer; Brianna Rindge, AICO, former Director of Community & Economic Development
i October 2024
Tuesday, October 15, 2024 Reg CC MTG, Page *121
CITY OF LOMITA
SANITARY SEWER SYSTEM MASTER PLAN
TABLE OF CONTENTS
Chapter Page
Project Staff ......................................................................................................................... i Acknowledgements.............................................................................................................. i
1.0 Executive Summary................................................................................................1-1
1.1 Background......................................................................................................1-1
1.2 Wastewater Collection System Description.....................................................1-1
1.3 Flow Monitoring..............................................................................................1-2
1.4 Planning Data...................................................................................................1-2
1.5 Design Criteria.................................................................................................1-2
1.6 Model Development and Calibration...............................................................1-3
1.7 Collection System Analysis.............................................................................1-3
1.8 Recommended Capital Improvement Program................................................1-4
2.0 Introduction.............................................................................................................2-1
2.1 Background and Purpose .................................................................................2-1
2.2 Study Area Description....................................................................................2-1
3.0 Wastewater Collection System ...............................................................................3-1
3.1 Description of System......................................................................................3-1
3.2 Current System Conditions..............................................................................3-1
4.0 Flow Monitoring.....................................................................................................4-1
4.1 Purpose ............................................................................................................4-1
4.2 Locations..........................................................................................................4-1
4.3 Dry Weather Results........................................................................................4-4
4.4 Wet Weather Flow...........................................................................................4-5
5.0 Land Use Planning Data .........................................................................................5-1
5.1 Existing Development......................................................................................5-1
5.2 Projected Development....................................................................................5-1
5.2.1 Residential Planned Developments.......................................................5-6
5.2.2 Commercial Redevelopment Areas ......................................................5-6
6.0 Model Development and Calibration......................................................................6-1
6.1 Model Construction .........................................................................................6-1
6.1.1 Building the Model from GIS...............................................................6-1
6.1.2 Sewer Drainage Basins .........................................................................6-3
6.2 Dry Weather Calibration..................................................................................6-3
6.2.1 Land Use Data Review and Model Loading.........................................6-5
6.2.2 Peaking Analysis/Relationship .............................................................6-8
6.2.3 Calibration Results................................................................................6-8
6.3 Existing and Projected Flows...........................................................................6-9
6.3.1 Average Dry Weather Flow..................................................................6-9
6.3.2 Peak Dry Weather Flow......................................................................6-11
6.3.3 Design Wet Weather Flow..................................................................6-12
7.0 Sewer Design Criteria.............................................................................................7-1 ii October 2024
Tuesday, October 15, 2024 Reg CC MTG, Page *122
CITY OF LOMITA
SANITARY SEWER SYSTEM MASTER PLAN
7.1 Manning’s Coefficient (n)................................................................................7-1
7.2 Design Velocities.............................................................................................7-1
7.3 Existing Pipe Flow Depth Criteria (d/D) .........................................................7-2
7.4 Recommended Pipe Improvements Criteria....................................................7-2
7.5 Sewer Flow Factors..........................................................................................7-3
8.0 Collection System Analysis....................................................................................8-1
8.1 Existing Scenario .............................................................................................8-1
8.2 Buildout Scenarios...........................................................................................8-3
9.0 Capital Improvement Plan ......................................................................................9-1
9.1 Recommended Capital Improvement Plan Methodology................................9-1
9.2 Existing Collection System Limiting Capacity Areas .....................................9-1
9.3 Wastewater Collection System Improvements ................................................9-2
9.3.1 PCH to Ebony Capital Improvement....................................................9-2
9.3.2 248th Street Capital Improvement.........................................................9-6
9.3.3 Oak Street Capital Improvement ..........................................................9-6
9.3.4 Buildout Limiting Capacity Areas - Watch List...................................9-6
9.3.5 CCTV Review and Evaluation..............................................................9-7
9.4 Capital Improvement Prioritization and Costs.................................................9-7 iii October 2024
Tuesday, October 15, 2024 Reg CC MTG, Page *123
CITY OF LOMITA
SANITARY SEWER SYSTEM MASTER PLAN
TABLES
Table 1-1 City Owned Pipeline Summary...................................................................................1-2 Table 4-1 Dry Weather Flow Monitoring Results.......................................................................4-4 Table 5-1 Existing General Plan Land Use..................................................................................5-1 Table 5-2 Acreage by Land Use Designation..............................................................................5-3 Table 5-3 Existing and Proposed General Plan Dwelling Units..................................................5-5 Table 5-4 Existing and Proposed General Plan Statistics............................................................5-6 Table 6-1 GIS and Model Fields..................................................................................................6-2 Table 6-2 Sewer Flow Factors.....................................................................................................6-5 Table 6-3 Existing Sewer Flow by Land Use..............................................................................6-7 Table 6-4 Dry Weather Flow Calibration Summary....................................................................6-8 Table 6-5 Non-Residential Use Flow Factor .............................................................................6-10 Table 6-6 Buildout Scenario 1 Loading Factors – Maximum Mixed-Use ................................6-10 Table 6-7 Buildout Scenario 2 Sewer Loading – Maximum DUs.............................................6-11 Table 6-8 Buildout Sewer Flow Projections..............................................................................6-12 Table 7-1 Minimum Slopes by Pipe Size ....................................................................................7-2 Table 7-2 Sewer Planning Unit Flow Factors..............................................................................7-3 Table 8-1 Existing Capacity Watch List Segments .....................................................................8-3 Table 9-1 Watch List – Existing Limiting Capacity Areas..........................................................9-1 Table 9-2 CIP #1 Improvement Quantities..................................................................................9-2 Table 9-3 CIP #2 Improvement Quantities..................................................................................9-6 Table 9-4 CIP #3 Improvement Quantities..................................................................................9-6 Table 9-5 Watch List – Buildout Limiting Capacity Areas.........................................................9-7 Table 9-6 CIP Cost Estimates......................................................................................................9-9
FIGURES
Figure 2-1 Regional Location......................................................................................................2-2 Figure 3-1 Enhanced Maintenance Areas....................................................................................3-3 Figure 4-1 Sewer Basins ..............................................................................................................4-2 Figure 4-2 Flow Monitoring Basins.............................................................................................4-3 Figure 5-1 Existing General Plan Land Use ................................................................................5-2 Figure 5-2 Proposed General Plan Land Use...............................................................................5-4 Figure 6-1 Model Pipelines and Tributary Basins .......................................................................6-4 Figure 8-1 Existing Scenario Capacity ........................................................................................8-2 Figure 8-2 Buildout Scenario 1 Capacity.....................................................................................8-4 Figure 8-3 Buildout Scenario 2 Capacity.....................................................................................8-6 Figure 9-1 Capital Improvement Projects....................................................................................9-3 Figure 9-2 Sewer Flow Diversion Improvement .........................................................................9-5
APPENDICES
Appendix A – Lomita Sewer Condition Assessment Program Report Appendix B – CCTV Review and Recommendations
Appendix C – US3 Flow Monitoring Report
Appendix D – Model Peaking Curves and Calibration Hydrographs Appendix E – Model Output Data
Appendix F – Harbor Hills Private Sewer System Technical Memorandum iv October 2024
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LIST OF ACRONYMS
ABS
ADU
ADWF
BAU
CCTV
CIP
CSMD
d/D
EMA
FOG
FM
Acrylonitrile Butadiene Styrene Pipe
Accessory Dwelling Unit
Average Dry Weather Flow
Business as Usual
Closed-Circuit Television
Capital Improvement Program
Consolidated Sewer Maintenance District
depth of Flow Over Pipe Diameter
Enhanced Maintenance Area
Fats, Oils, and Grease
Flow Monitoring
GIS
gpcd
gpd
Geographic Information System
Gallons per Capita per Day
Gallons per Day
gpm
I/I
Gallons per Minute
Infiltration and Inflow
LF Linear Feet
mgd Million Gallons per Day
San District Los Angeles County Sanitation District
PDWF
RHNA
SFR
SMP
VCP
Peak Dry Weather Flow
Regional Housing Needs Allocation
Single Family Residential
Sanitary Sewer System Master Plan
Vitrified Clay Pipe
Lomita or
City
City of Lomita
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1.0 EXECUTIVE SUMMARY
1.1 Background
The City of Lomita (City) is a densely populated urban area of 1.97 square miles (total area is 1,261 acres), located at the base of the Palos Verdes Peninsula in the Los Angeles Basin, 26 miles south of downtown Los Angeles and bounded by the City of Torrance on the north and west, the Harbor Region of Los Angeles to east, and the City of Rolling Hills Estates on the southwest; and the City of Rancho Palos Verdes and unincorporated Los Angeles County area to the southeast.
The City is almost completely developed with mostly residential neighborhoods and commercial uses.
The City’s sanitary sewer collection system serves a population of approximately 20,000 residents and consists of roughly 36 miles of gravity sewer pipelines. The City’s legal authority to own and operate the sanitary sewer system is derived from its incorporation as a City. The City, on June 30, 1964, granted the County of Los Angeles the consent and jurisdiction to annex portions of the sewer system into the Consolidated Sewer Maintenance District (CSMD or County). By that action, the City has entrusted the management, operation, and maintenance of its local sanitary sewer system to the CSMD. The City, however, maintains ownership of the sewer system, and is responsible for ensuring that the public sewer infrastructure is correctly designed, adequately sized, and easily maintained.
The primary objective of the Sanitary Sewer System Master Plan or Sewer Master Plan (SMP) is to develop a hydraulic model of the wastewater collection system (sewer model) and prepare a SMP report for the City of Lomita. The second “S” is left out in the abbreviated title, so it won’t be confused with a Sewer System Management Plan or SSMP, which is a separate report required by the State Water Resources Control Board. The purposes of this report are to summarize the development of the sewer model and prepare a SMP that includes: 1) the capacity evaluation of the City’s wastewater system under existing and future buildout conditions, 2) the existing and future buildout of the City’s wastewater system, and 3) provides recommendations for improvements needed to provide the appropriate level of service under both existing and future buildout conditions. This report contains the planning methodology, criteria, and assumptions used to develop the SMP, as well as the results of the hydraulic modeling and the recommended capital improvement plan for the City’s wastewater collection system. The SMP also includes an overview of ongoing closed-circuit television (CCTV) inspection and condition assessment being conducted by the CSMD on the existing collection system and review of select CCTV provided by the County.
1.2 Wastewater Collection System Description
The existing wastewater collection system consists primarily of vitrified clay pipe (VCP) with a small portion of ABS pipe. The diameters range in size from 6-inch to 15-inch. For the purposes of this analysis, the City’s wastewater collection system has been prioritized to model primary collection pipelines that serve large tributary basins and areas of future development. The remaining pipelines may be added to the model as needed for analysis of specific future development. Information on the total length of City pipelines by diameter and pipe material is provided in Table 1-1.
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Table 1-1
City Owned Pipeline Summary
Diameter
(in)
8 Material
ABS
Length (ft)
919
6 VCP 37
8 VCP 180,972
5,189
3,015
607
10 12
15 Total
VCP
VCP
VCP
190,736
Wastewater generated within the system flows by gravity to the Los Angeles County Sanitation District (San District) trunk sewers directly, or in some cases through Los Angeles/Harbor City and City of Torrance sewers. These trunk sewers route the flow to the San District’s A.K. Warren Water Resource Facility (formerly the Joint Water Pollution Control Plant) in Carson. Existing average dry weather flow generated within the City’s service area is estimated to total 1.61 million gallons per day (mgd) with buildout flow estimated at 2.31 mgd.
1.3 Flow Monitoring
As a part of this SMP, flow monitoring was conducted by US3 during a 15-day period from November 7 to November 21, 2023, at three locations. The primary purpose of this flow monitoring program was to measure and determine the relative flow from different areas of the wastewater collection system. The flow measurement data collected during the flow monitoring program established a benchmark for sewer model calibration and estimating peak dry weather flow (PDWF) conditions.
1.4 Planning Data
The City of Lomita wastewater collection system has approximately 8,900 service connections.
The majority of these customer connections are residential. Based on the composite land use within the City’s sewer service area by acreage, the land use is comprised of 73% residential, of which 52% is low density, 11% commercial, 1% industrial/manufacturing, 9% publicly owned land, and 6% mixed-use, excluding right-of-way. For planned developments, information provided by the City Planning Department was used to estimate buildout land use and population for the sewer system. Planned land use is based on the City’s Preferred Land Use Plan (November 2023) developed as part of proposed updates to the General Plan.
1.5 Design Criteria
Sewer pipe capacities are dependent upon many factors. These include the roughness of the pipe, the chosen maximum allowable depth of flow, and limiting velocity and slope. The Continuity Equation and the Manning’s Equation for steady state flow are used for gravity sewer hydraulic calculations.
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SANITARY SEWER SYSTEM MASTER PLAN
The capacity criteria for gravity sewers are typically evaluated by a ratio of flow depth over pipe diameter (d/D). Existing sewers for this analysis were evaluated so the d/D ratios (specified below) are not exceeded while flowing under the PDWF conditions:
15-inch and larger d/D greater than 0.75
12-inch and smaller d/D greater than 0.67
Recommended replacement diameters for pipeline segments identified as capacity deficient are based on the following design criteria under PDWF conditions:
15-inch and larger – d/D less than or equal to 0.60
12-inch and smaller – d/D less than or equal to 0.50
1.6 Model Development and Calibration
As part of the SMP, a hydraulic model of the wastewater collection system (sewer model) was constructed from the County’s CSMD sewer Geographic Information System (GIS) geodatabase.
The hydraulic modeling software identified for the computer model is InfoSewer, which runs inside of Esri’s ArcGIS Software.
The average dry weather flows (ADWF) were allocated and calibrated in the wastewater model based upon land use data and the results of a flow monitoring program conducted from November 7 to November 21, 2023.
Peak dry weather flows were determined using a peaking curve which was developed based on an analysis of the average and peak dry weather flows monitored during the flow monitoring program.
The results of the flow calibration are similar to those observed in the City’s system under dry weather conditions.
1.7 Collection System Analysis
The City’s existing wastewater collection system was evaluated using land use data to generate flows. These flows were then calibrated to the wastewater flow monitoring data and compared to existing pipeline system capacity using the analysis criteria discussed above.
An analysis of the existing condition identified sufficient capacity within the existing collection system. A “watch list” was created for pipelines approaching the capacity criteria limit under existing peak flow conditions. Additional development upstream of these segments may result in flows that exceed pipeline capacities.
Buildout conditions were developed in coordination with the City Planning Department and consider proposed updates to the City’s General Plan and accommodates the 6th Cycle Housing Element Update. The City has developed a Preferred Land Use Plan in the process of updating its General Plan. The Preferred Land Use Plan will accommodate growth over the next twenty years primarily through mixed-use development where new homes can be developed close to goods, services, and transportation facilities. The City’s Preferred Land Use Plan has been used in this analysis to develop buildout sewer flow projections. These parameters are discussed in more detail in Chapter 5.
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Two model scenarios were developed to evaluate system buildout conditions using planning data provided in the Preferred Land Use Plan. Under buildout conditions, three improvement areas were identified, comprised of 19 capacity deficient pipeline segments (manhole to manhole) in the existing collection system. The deficient pipelines total approximately 3,400 linear feet (LF) in length.
1.8 Recommended Capital Improvement Program
The Capital Improvements Projects (CIPs) established in this SMP are provided to the City as recommended solutions to address future wastewater collection system areas identified for capacity enhancements discovered using the above methodologies, and as described in more detail later in this SMP. The following wastewater collection system improvement projects are recommended for implementation to provide sufficient capacity for buildout developments within the study area:
1. Abandon the 10-inch pipeline running along the back yards between Pacific Coast Highway (PCH) and Ebony and direct tributary flow to a new 15-inch replacement pipeline along Walnut and Ebony. Construct new 8-inch pipelines along side streets to direct sewer flow from areas served by the abandoned pipeline toward the new pipeline. A flow diversion alternative is also provided as a near-term solution to reduce sewer flows to the capacity deficient pipelines.
2. Replace pipeline on 248th Street (MH016 to MH017) to correct sag in existing pipeline.
The pipeline sag was identified by the CSMD and results in high water levels and frequent cleaning.
3. Correct flat slope along Oak Street (MH386 to MH388) by replacing pipe along with adjacent segments.
CIP #1 above corrects approximately 2,800 LF of deficient pipeline aligned through back yards with 9,800 LF of pipeline located within roadways, including new pipelines to redirect flows. This CIP will require long-term planning, including a preliminary design level analysis to determine project feasibility. As such, an alternative is provided to divert flow to the San District trunk sewer along Western Avenue, upstream of the modeled deficient pipelines, to increase the available pipeline capacities.
CIP #2 corrects a segment with a sag identified by the CSMD that results in observed high water marks and frequent cleaning. This segment is modeled with sufficient capacity under buildout conditions using the existing 8-inch diameter pipeline. CIP #3 corrects a flat segment (136 LF) by replacing that segment and the two adjacent segments for a total replacement length of 600 LF.
These capacity enhancement areas, and the recommended capital improvement projects, are described in more detail in Chapter 9, with capital cost estimates in 2024 dollars summarized in Table 9-6. The project costs include estimated construction costs plus 45% for Professional Services and Contingencies (15% for design and technical services; 10% for administration, construction management, inspection, and project administration; and 20% for contingencies).
The recommended CIPs are proposed to correct the areas identified for capacity enhancement and structural issues with combined estimated project costs of approximately 9 million dollars. Though the deficient pipelines total 3,400 LF, the CIPs total 10,700 LF. 1-4 October 2024
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SANITARY SEWER SYSTEM MASTER PLAN
2.0 INTRODUCTION
2.1 Background and Purpose
The City of Lomita sanitary sewer collection system serves a population of approximately 20,000 residents and consists of roughly 36 miles of gravity sewer lines. The City’s legal authority to own and operate the sanitary sewer system is derived from its incorporation as a City. The City, on June 30, 1964, granted the County of Los Angeles the consent and jurisdiction to annex portions of the sewer system into the Consolidated Sewer Maintenance District (CSMD). By that action, the City has entrusted the management, operation, and maintenance of its local sanitary sewer system to the CSMD. The City, however, maintains ownership of the sewer system, and is responsible for ensuring that the public sewer infrastructure is correctly designed, adequately sized, and easily maintained.
The purpose of the Sanitary Sewer System Master Plan is to analyze and assess the City’s existing sewer infrastructure to address capacity deficiencies in the system. Deficiencies are identified and prioritized in a specific list of projects that looks to replace, rehabilitate, and maintain the sewer facilities and infrastructure. As part of the project, a GIS-based hydraulic model of the City’s sewer collection system was developed to identify and evaluate areas for capacity enhancement and capital improvement needs for existing and future flow conditions.
This report presents the temporary flow monitoring program, planning methodology, design criteria, and assumptions used to develop the SMP, as well as the results of the hydraulic modeling and the recommended Capital Improvement Program (CIP) for the City‘s sewer collection system.
2.2 Study Area Description
The City of Lomita is an urban, densely populated 1.97 square mile area (total area is 1,261 acres), located at the base of the Palos Verdes Peninsula in the Los Angeles Basin, Los Angeles County, 26 miles south of downtown Los Angeles. The City is bounded by the City of Torrance on the north and west, the Harbor Region of Los Angeles to east, and the City of Rolling Hills Estates on the southwest; and the City of Rancho Palos Verdes and unincorporated Los Angeles County area to the southeast, as illustrated on Figure 2-1. The City is almost completely developed with mostly residential neighborhoods and commercial units. The majority of land use is residential with commercial uses primarily centered along three major corridors: Pacific Coast Highway, Narbonne Avenue, and Lomita Boulevard.
Topography within the City varies from about 50 feet above sea level to a high of about 360 feet above sea level and slopes gradually toward Lomita Boulevard and east toward the Harbor Region of Los Angeles giving sufficient changes in elevation to allow gravity flow throughout the sewer system to the San District trunk lines for ultimate collection, treatment, and disposal. 2-1 October 2024
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West Rancho Dominguez
Alondra Park
Manhattan Beach
Hermosa Beach
Lawndale
Gardena Compton
Redondo Beach
Carson
Torrance
West Carson
Lomita
Palos Verdes Estates
Rolling Hills Estates Los Angeles
Long Beach
Long Beach
Rolling Hills
Rancho Palos Verdes
Los Angeles
Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community
Figure 2-1
Regional Location
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SANITARY SEWER SYSTEM MASTER PLAN
3.0 WASTEWATER COLLECTION SYSTEM
3.1 Description of System
The existing wastewater collection system consists primarily of VCP with a small portion of ABS pipe. The gravity pipeline diameters range in size from 6-inch to 15-inch. The City owns approximately 36 miles of gravity pipeline and 900 manholes.
Wastewater generated within the system flows by gravity to the Los Angeles County Sanitation District trunk sewers located along Narbonne Avenue, 250th Street, Lomita Boulevard, Eshelman Avenue, and Western Avenue as shown on Figure 3-1. These trunk sewers route the flow to the existing A.K. Warren Water Resource Facility (formerly known as the Joint Water Pollution Control Plant) located in the City of Carson. The treatment plant has a capacity of 400 mgd and currently processes an average flow of 243 mgd.
3.2 Current System Conditions
The oldest portions of the collection system were constructed in the 1930s and are located throughout the City. From a structural and maintenance perspective, the most basic information needed for a wastewater collection system is the condition of the sewer pipe. The most useful tool in assessing the condition of a sewer pipe is closed-circuit television (CCTV) inspection. Sewer inspection is conducted by the CSMD along with maintenance and repairs. The CSMD performs CCTV inspections and rates the structural integrity and maintenance condition of all sewers in its service area on a 10-year cycle (approximately 500 miles of sewer infrastructure each year) and provides a Condition Assessment Program Report for each member city and unincorporated areas in Los Angeles County. The last Condition Assessment Program Report for the City of Lomita system is dated February 5, 2019, and is included in Appendix A. The report documents the review of CCTV inspection for 100 percent of the City’s sewer system that took place in 2013 and provides pipeline grading based on observed defects. The CSMD completed the latest CCTV inspection between April and December 2021 but, currently, the Condition Assessment Program Report has not been completed. The CSMD expects the completed report to be available later this year.
The current problem areas within the wastewater collection system were identified by County maintenance staff. County staff indicated that these areas require maintenance on a more frequent, regular basis within the wastewater collection system. These are referred to as enhanced maintenance areas (EMA) or hot spots and include areas of regular fat, oil, and grease (FOG) buildup and root intrusion. The EMAs provided by the CSMD are illustrated on Figure 3-1. The exhibit is color coded for the type of maintenance: hydro or rodder cleaning. Hydro cleaning is typically used for areas of frequent FOG buildup or pipelines with sags while rodder cleaning occurs in areas that have physical obstructions such as roots. FOG buildup is a regular occurrence due to restaurant uses that can be mitigated with frequent cleaning. Roots can indicate structural damage in the pipe and may be mitigated with root treatment and pipeline repair or replacement.
Areas identified for maintenance improvements are typical of systems of similar age that include root intrusion and cracks.
As part of this master plan, a detailed pipeline assessment was performed for strategically identified CCTV-inspected sewer pipe segments available from the County. The assessment included the 10-inch VCP aligned outside of roadways and through developed properties from 3-1 October 2024
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SANITARY SEWER SYSTEM MASTER PLAN
Pacific Coast Highway to Ebony Lane (between and parallel to Western Avenue and Walnut Street). This pipeline has a large tributary area and the sewer plans (C.I. No. 1003) are dated 1934, making this pipeline 90 years old. Based on the review, Psomas developed a recommended rehabilitation method along with a justification/rationale for each sewer segment and included in Appendix B. The recommendations consisted of performing point repairs, lining sewer segments in between existing manholes, lining sewer sections, or a combination of methods. As discussed later in Section 8.2, these segments were also identified as capacity deficient under buildout conditions.
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242nd St.
248th St.
Pacific Coast Hwy.
Legend
City Pipe
Hydro Maintenanced Area
Rodder Maintenanced Area
LA County San District Pipe
Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community
Figure 3-1
Enhanced Maintenance Areas
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SANITARY SEWER SYSTEM MASTER PLAN
4.0 FLOW MONITORING
4.1 Purpose
The primary purpose of the flow monitoring program was to measure and determine the relative flow from different areas of the wastewater collection system. The flow measurements collected in the flow monitoring program established a benchmark for wastewater model calibration. US3 was retained as a sub-consultant to conduct a temporary flow monitoring study of the wastewater collection system at three separate locations. The sites were monitored during a 15-day period from November 7 to November 21, 2023. The report captures the average dry weather flow (ADWF) and peak dry weather flow (PDWF) within the monitored basins.
4.2 Locations
Figure 4-1 illustrates the various sewer basins within the City’s system. Each basin collects City sewer flows and discharges to Los Angeles County Sanitation District at a single outlet manhole located at the downstream end of the basin, or at two locations, or into neighboring cities. The individual flow monitoring site locations were chosen to collect flow measurements within major tributary basins illustrated on Figure 4-2. Figure 4-2 shows the area tributary to each flow monitoring location in a different color, illustrating the catchment area for these sites.
The monitoring locations and resulting sewer basins were selected to capture a significant portion of the service area flow while utilizing a limited number of flow monitoring sites. Flow monitoring selection can be based on capturing a specific land use type to develop flow factors. The sewer basins within the City, however, are all comprised of primarily residential land uses with a small percentage of commercial uses tributary to the same collection system. This is representative of the City’s land use as a whole. The major commercial corridors of Pacific Coast Highway, Narbonne Avenue, and Lomita Boulevard contribute flow to numerous sewer basins with much of the flow from Narbonne Avenue and Lomita Boulevard discharging directly, or through a limited number of collection pipelines, to Los Angeles County Sanitation District pipelines. City land use by type is discussed later in Section 5.1 and illustrated on Figure 5-1. Since non-residential uses contribute a small percentage of the flow, those factors may be established using typical loading criteria for the various use types. Additionally, sewer generation for non-residential uses vary by use type, making this approach very reasonable. Basins 1 and 2, illustrated on Figures 4-1 and 4- 2, are the largest sewer basins within the City and collect some commercial flow from Pacific Coast Highway. Basin 3 also has a large tributary area and collects sewer flow from portions of the City’s two major corridors of Narbonne Avenue and Lomita Boulevard. The three flow monitoring basins generate approximately 40% of the City’s sewer flow by volume.
Study area sewer pipelines not captured through flow monitoring will be modeled using the same calibrated flow factors estimated based on data gathered from the three monitored locations along with typical land use flow factors.
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248th St.
250th St.
Pacific Coast Hwy.
Model Manhole - Complete Data
Model Pipe - Complete Data
Model Pipe - No Invert Data
City Outfall
Color Coded Basins
Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community
Figure 4-1
Tuesday, October 15, 2024 Reg CC MTG, Page *136 Model Pipelines and Sewer Basins 248th St. Site #3
250th St. Site #1
Site #2
Pacific Coast Hwy.
City Outfall
Flow Monitoring Site
City Parcels
FM Basin 1
FM Basin 2
FM Basin 3
Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community
Figure 4-2
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CITY OF LOMITA
SANITARY SEWER SYSTEM MASTER PLAN
4.3 Dry Weather Results
The results of the temporary flow monitoring program are presented in data summary reports for each site. These reports were prepared by US3 and provide flow summaries including average, minimum and maximum depth, velocity, and flow information; quantity hydrographs; and daily log tables for the metering period. Flow monitoring data was recorded in 5-minute time intervals and provided in Excel files. The complete flow monitoring report is included in Appendix C.
Table 4-1 summarizes the flow monitoring data, presenting the average and peak flows for each day in the monitoring period, the ratios of peak to average flows for each day, and the study period averages. Weekday and weekend flow comparisons were made but no significant differences were found. Overall, the average flows were used to calibrate the model flow factors by land use type for each basin. Flow peaking is developed using diurnal peaking factors based on the flow monitoring data.
Table 4-1
Dry Weather Flow Monitoring Results
FM SITE 1 - 250th STREET FM SITE 2 - 252nd STRETT FM SITE 3 - 248th STREET Avg Max Avg Max Avg Max
Day (gpm) (gpm) Factor
1.63 1.57
1.53 1.66
1.72 1.56
1.58 1.63
1.93 1.47
1.46 1.57
1.51 1.46
1.40 1.81
(gpm) (gpm) Factor
1.47 1.49
1.53 1.63
1.59 1.69
1.48 1.64
1.55 1.45
1.54 1.57
1.62 1.59
1.61 1.81
(gpm) (gpm) Factor
1.56 1.54
1.54 1.69
1.69 1.69
1.46 1.53
1.61 1.60
1.51 1.57
1.68 1.54
1.62 1.75
7-Nov 151.1
147.4
140.8
153.5
144.2
147.4
124.7
130.6
137.1
176.7
175.4
149.1
149.2
136.8
136.4
146.7
246.7
230.8
215.4
255.2
248.5
230.0
197.4
212.9
265.2
259.9
256.1
233.7
225.4
199.3
191.4
265.2
207.0
214.4
191.8
200.2
214.0
218.4
206.2
203.6
206.5
202.7
195.0
205.5
208.3
199.5
197.1
204.7
305.1
318.8
293.3
326.0
339.4
370.0
305.0
334.5
321.1
293.0
301.1
322.2
337.3
316.4
316.4
370.0
76.1 68.5
68.7 71.6
65.4 69.1
67.9 68.5
69.2 69.8
68.4 69.0
67.6 70.1
67.2 69.1
118.8
105.4
105.7
121.1
110.7
116.9
98.9 8-Nov
9-Nov
10-Nov
11-Nov
12-Nov
13-Nov
14-Nov
15-Nov
16-Nov
17-Nov
18-Nov
19-Nov
20-Nov
21-Nov
104.8
111.0
111.5
103.1
108.5
113.7
107.8
108.8
Avg/Peak 121.1
Avg/Peak
Weekday
Avg/Peak
Weekend
148.2
142.6
265.2
233.7
1.79 1.64
202.9
209.6
339.4
370.0
1.67 1.77
69.4 68.4
121.1
116.9
1.75 1.71
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4.4 Wet Weather Flow
Wet weather flows are the result of infiltration and inflow (I/I). Infiltration is water other than wastewater that enters the collection system from the groundwater around the pipe zone due to defective pipes, pipe joints, service connections, or manholes and frequently improperly laid house or service laterals (per National Clay Pipe Institute). Inflow is water that enters the system from sources such as area drains, manhole covers, cross connections from storm drains and/or catch basins (illegal), surface runoff, or drainage. The effects of inflow on wastewater flow can generally be seen during or immediately following a storm event, whereas the effects of infiltration typically develop slower and tend to lag a storm event. The flow monitoring program was conducted during a dry season and did not capture wet weather events. Based on the CSMD Condition Assessment Program Report (2019), CCTV inspection revealed that infiltration was not detected in any pipe segments in the City's system. Regardless, sewer design criteria, discussed in Chapter 6, is established to allow capacity for wet weather flows.
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5.0 LAND USE PLANNING DATA
5.1 Existing Development
The City of Lomita General Plan Update Preferred Land Use Plan (November 2023) reports an existing population of approximately 21,843 and 8,274 dwelling units, with an average household density of 2.64 people per dwelling unit. The CSMD reported 8,908 total sewer service connections in the latest Sewer System Management Plan (SSMP) adopted in 2018, including commercial and combined service to multi-family units. Existing General Plan land use designations and existing land use by parcel was provided by the City in GIS format. The City indicated that the existing land use by parcel represents Los Angeles County data and is currently the best information available on parcel-based land use. General Plan Land Use has been categorized into residential and non-residential uses as summarized in Table 5-1, along with existing acreage by land use designation. Figure 5-1 depicts the location of these land uses within the City. Excluding right-of-way area within the City, the land use by area is comprised of 72.7% residential, of which 51.6% is low density, 10.8% commercial, 1.4% industrial/manufacturing,
9.5% publicly owned land, and 5.6% mixed-use.
Table 5-1
Existing General Plan Land Use
General Plan Land Use Designation Acres % of Total
Residential Use
Agricultural
712
90 72.7%
9.2%
Low Density 506
66 51.6%
Medium Density 6.7%
High Density 50 5.1%
Non-residential Use
Commercial
268
106
55 27.3%
10.8%
Mixed-Use 5.6%
Industrial/Manufacturing
Publicly Owned Land
TOTAL DEVELOPMENT USES
Right-of-Way (ROW)
TOTAL WITH ROW
14 1.4%
93 9.5%
980
243
1,223
SOURCE: Lomita General Plan Update Preferred Land Use Plan, November 2023
5.2 Projected Development
The City expanded substantially in the 1980s and 1990s but has only experienced very mild development in recent years. The City is mandated by California State Law to prepare a Housing Element update for State certification. Lomita is expected to provide a minimum of 829 new units for its Regional Housing Needs Allocation (RHNA) for the 2021-2029 Housing Element Cycle. 5-1 October 2024
Tuesday, October 15, 2024 Reg CC MTG, Page *140
Mixed Use Overlay
Residential (High Density)
Residential (Medium Density)
Residential (Low Density)
Residential (Agricultural)
Commercial
Downtown Overlay
Industrial/Manufacturing
Publicly Owned Land
City Outfall
Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community
Figure 5-1
Tuesday, October 15, 2024 Reg CC MTG, Page *141 Existing General Plan Land Use
CITY OF LOMITA
SANITARY SEWER SYSTEM MASTER PLAN
To accommodate future growth, the City is updating its General Plan and has prepared a Preferred Land Use Plan as part of the update process. The Land Use Plan provides data on existing development, buildout development under the current General Plan (designated as “Business as Usual”), and buildout development under the proposed General Plan update. Existing population within the City is 21,843. Buildout of the existing City General Plan results in a projected population of 23,616 while buildout of the Preferred Land Use Plan ranges from a population of 28,430 to 29,224, or a 20% to 22% increase from the existing General Plan. The City also provided the Preferred Land Use Plan data in GIS format.
Table 5-2 identifies the distribution of acreage in the City by land use designation under the Preferred Land Use Plan compared to no change in General Plan land use, or “Business as Usual”.
As shown in Table 5-2, the Preferred Land Use Plan proposes to change commercial, industrial, and high-density residential land uses to various densities of mixed-use designations, thus allowing for increased housing. The various mixed-use designations are distinguished by the allowed residential densities, with the number provided in the designations (Mixed-Use 30, Mixed-Use 40, etc.) representing the maximum allowed dwelling units per acre. The Land Use Plan includes two options for the maximum mixed-use density, the first called Mixed-Use 60 (MU 60), allowing up to 60 dwelling units per acre and the second called MU 70, allowing up to 70 dwelling units per acre. Proposed General Plan Land Use is illustrated on Figure 5-2.
Table 5-2
General Plan Acreage by Land Use Designation
Business as Usual
(No Change)
Preferred Land Use
Plan Land Use Designation
Residential Development Use
Agricultural 90
506
66 90
504
63 Low Density
Medium Density
High Density 50 14
Nonresidential Development Use
Commercial 106 3
Mixed-Use - 22 0
Mixed-Use - 30
Mixed-Use - 40
Mixed-Use - 60/70
MCMU(1) – 40
55 - 13
144
68 8
-
-
-
MCMU(1) - 60/70 - 7
Industrial/Manufacturing
Publicly Owned Land
Right-of-Way
14 93
0 66
243
1,223
243
TOTAL 1,223
(1) Manufacturing-Commercial Mixed-Use (MCMU) may include industrial use. 5-3 October 2024
Tuesday, October 15, 2024 Reg CC MTG, Page *142
Legend
M-C
MU30
MU40
MU70
POL
R-AG
R-LD
R-MD
R-HD
City Outfall
Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community
Figure 5-2
Proposed General Plan Land Use
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CITY OF LOMITA
SANITARY SEWER SYSTEM MASTER PLAN
Table 5-3 identifies the projected buildout of residential units by land use designation under the Preferred Land Use Plan compared to Business as Usual. Up to 4,298 dwelling units are added as part of the proposed mixed-use designations, well above the RHNA requirement of 829 units. At the same time, the number of dwelling units under the existing General Plan residential designations are projected to decrease by 1,566 units, marking a shift of residential units to the new mixed-use designations. The number of dwelling units projected within the new mixed-use designations is a key residential growth number used later in sewer flow projections.
Table 5-3
Existing and Proposed General Plan Dwelling Units
Business as Usual (No
Change)
Preferred Land Use
Plan (MU 60)
Preferred Land Use
Plan (MU 70)
Total
Units
Percent
of Total
93%
9%
Total
Units
Percent
of Total
63%
7%
Total
Units
Percent
of Total
61%
7%
Residential Designations
Agricultural
8,337 6,771 6,771
785 782
4,390
1,127
472
782
4,390
1,127
472
Low Density 4,410 49%
13%
22%
7%
41%
10%
4%
40%
10%
4%
Medium Density
High Density
1,181
1,961
Mixed-Use Designations
Mixed-Use - 22
Mixed-Use - 30
Mixed-Use - 40
Mixed-Use - 60/70
MCMU(1) - 40
608 3,996
0 37%
0%
4,298
0 39%
608 7% 0%
- 0% 141 1% 141 1%
- 0% 2,026
1,574
105
19%
15%
1%
2,026
1,846
105
18%
17%
1%
- 0%
-
-
0%
MCMU(1) - 60/70
Total
0% 150 1% 180 2%
8,945 - 10,767 - 11,069 -
(1) Manufacturing-Commercial Mixed-Use (MCMU) may include industrial use.
Table 5-4 provides total dwelling units, population, and non-residential square footage from the Preferred Land Use Plan, for the densest MU 70 option, compared to existing development and Business as Usual (BAU). Based on Table 5-2, non-residential uses are being transferred from existing Commercial, Industrial, and an existing MU 22 designation to the new mixed-use designations. Therefore, the Preferred Land Use Plan non-residential square footage of 3.23 million square feet, shown in Table 5-4, will primarily occur within these new designations. The projected non-residential square footage is a key value that represents the growth and buildout of non-residential uses. Also noted in Table 5-4, the single-family residential units and population are projected to increase by 2 percent. Because the new mixed-use designations allow for higher residential densities, this growth is assumed to be attributed to accessory dwelling units (ADUs) added to existing single-family residential parcels.
5-5 October 2024
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CITY OF LOMITA
SANITARY SEWER SYSTEM MASTER PLAN
Table 5-4
Existing and Proposed General Plan Statistics
Preferred Land Use Plan Mixed-Use 70 Existing
Development
Business as Usual
(No Change) Change
from BAU
2,124
110
% Change
from BAU
24%
Total
Units
Single-Family
8,274
4,777
3,497
21,843
12,611
9,232
8,945
5,261
3,685
23,616
13,888
9,727
11,069
5,371 2%
Multifamily
Population
Single-Family
Multifamily
Non-residential
Square Feet
Jobs
5,698 2,013
5,608
293
55%
29,224
14,181
15,043
24%
2%
5,316 55%
2,527,297 2,635,158 3,228,048 592,890 22%
3,036 3,217 4,034 817 25%
The various mixed-use areas are designated with a maximum residential density, or maximum number of dwelling units per acre. Non-residential use is designated a maximum FAR (floor to parcel area ratio) of 1:1 (one to one). For projects which include residential and non-residential components, the density requirements apply to the residential component and the FAR requirements apply to the non-residential component. Single-use projects are also allowed.
5.2.1 Residential Planned Developments
As illustrated on Figure 5-2, the Proposed General Plan Land Use redevelopment areas consist of mixed-use designations along the major corridors of Pacific Coast Highway, Narbonne Avenue, Lomita Boulevard, and Western Avenue.
These areas are currently designated for various commercial uses. Increased housing is primarily met by these new mixed-use designations. The RHNA also identifies the potential for additional housing on currently underutilized sites and Accessory Dwelling Units (ADUs) constructed on existing single family residential lots. As noted above, the single-family residential units and population are projected to grow by 2 percent. This growth is assumed to be attributed to accessory dwelling units added to existing single-family residential parcels.
5.2.2 Commercial Redevelopment Areas
The City’s Preferred Land Use Plan replaces (changes) much of the currently designated commercial use to mixed-use, allowing both residential and commercial uses. The proposed change to the General Plan provides a total non-residential use area of 3.23 million square-feet, or an additional 700,000 square-feet above buildout of the existing General Plan. Non-residential use is assumed to occur within the existing non-residential areas that will become mixed-use as a part of the proposed General Plan Update.
5-6 October 2024
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CITY OF LOMITA
SANITARY SEWER SYSTEM MASTER PLAN
6.0 MODEL DEVELOPMENT AND CALIBRATION
6.1 Model Construction
The wastewater collection system hydraulic model was constructed for the City from the CSMD’s most recent sewer GIS. The hydraulic modeling software utilized for the computer model is InfoSewer, which runs inside of ArcGIS.
6.1.1 Building the Model from GIS
A hydraulic model was developed to include the tributary wastewater collection facilities provided in CSMD’s Sewer GIS. In addition to facility locations, the GIS data includes pipeline lengths and diameters; however, no pipeline invert data was provided.
Populating pipeline invert data for the entire collection system requires a complete review of sewer pipeline as-built plans and is a time-consuming effort. Given limited City resources at this time, populating every system pipe with invert data was not possible within the current modeling effort.
As such, targeted tributary basins were selected that collect from large areas and represent backbone pipelines within the collection system. Smaller tributary basins and reaches of pipelines that feed into these selected systems are less likely to experience capacity deficiencies due to lower flow. If the upstream pipelines in the modeled systems are not deficient, it is likely that the unmodeled pipelines located farther upstream of and tributary to these systems will also not be deficient, given the same diameter and assuming similar pipeline slopes. The modeling approach is to evaluate these select pipelines and then evaluate if the analysis should move farther upstream.
All system pipelines have been included within the hydraulic model so, ultimately, invert data may be added to the remainder of the system as resources become available.
Model pipeline and manhole data was imported from the CSMD Sewer GIS. The “GIS Gateway” import tool is integrated within the InfoSewer wastewater modeling software and was used to link GIS elements with the hydraulic model. Table 6-1 presents a list of the required and the optional fields for each model element with the corresponding GIS feature class fields. The information in Table 6-1 provided the basis for data mapping between the GIS and hydraulic model. Not all information necessary for hydraulic modeling was included in the GIS as identified in Table 6-1 and described below. The GIS manholes and pipelines are named using identification numbers within the CSMD GIS labeled as “MMS”.
6-1 October 2024
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CITY OF LOMITA
SANITARY SEWER SYSTEM MASTER PLAN
Table 6-1
GIS and Model Fields
GIS
Field
SEWER MODEL
Field Required Optional
Gravity Mains
MMS
P_LENGTH
DIAMETER
n/a
Model ID
Length
x
x
x
x
x
x
x
x
Diameter
From Invert
To Invert
Start Node
End Node
Roughness
Material
Slope
n/a
n/a
n/a
n/a
MATL
n/a
x
x
x
x
x
JUR Owner
n/a Drawing
n/a Yr_Inst
Manholes
MMS
n/a
Model ID
Diameter
Rim_Elev
Yr_Inst
x
x
n/a x
n/a x
n/a = Data not available in the CSMD GIS
The following information was not included in the GIS and was populated in the model after initial import:
• Invert Elevation - Invert elevation was not entered in the pipeline data in GIS. The invert elevation in the model was populated for select backbone pipelines using sewer as-built plans.
• Manhole Diameter - Diameter information was not available for manholes in the GIS. A diameter of 4-feet was assigned in the model to all manholes based on standard size (48” diameter manhole).
•
•
Manhole Rim Elevation – Manhole rim elevation data was not available in the GIS. Rim elevations for the selected modeled basins were input using sewer as-built plans.
Missing Manhole Data – Pipeline data in GIS is missing the upstream and downstream manhole number in the data fields. Pipelines were connected to the adjacent upstream and downstream manholes using model connectivity tools.
• Based on the age of the system and County assessment, pipe Manning’s coefficients (n values) were conservatively set equal to 0.015 in the hydraulic model. 6-2 October 2024
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CITY OF LOMITA
SANITARY SEWER SYSTEM MASTER PLAN
• Outlet manholes were placed at the furthest downstream tributary reach of each basin at the terminus of a system. The intent of this manhole is to be the final collection point for discharge from the City collection system. The outlet manholes consist of all locations where the City system connects to a non-District sewer pipeline, in most cases a Los Angeles County Sanitation District trunk sewer.
After the initial import of GIS data was completed, additional work was accomplished within the model to make the networks hydraulically complete and representative of the existing system. In entering pipeline invert elevation from as-built plans, pipeline diameter data in the GIS was found to be inconsistent with as-built plans for several reaches of pipelines. The CSMD was contacted and informed of the discrepancies. It was confirmed that the as-built data was correct so it was utilized in the model and the CSMD subsequently updated their GIS data.
The resulting model pipelines are illustrated in Figure 6-1. The pipelines that were populated with upstream and downstream invert elevation data and the corresponding tributary flow basins are also identified on Figure 6-1.
6.1.2 Sewer Drainage Basins
A total of 29 manholes were classified as outlets for 29 model basins. The tributary drainage basins by outfall are illustrated on Figure 4-1. The outlet manhole type is placed at the furthest downstream tributary portion of a reach of pipeline, at the terminus of a system. The intent of the outlet manhole is to represent the final collection point or point of disposal. The outlet manholes primarily consist of locations where the City’s system connects to a San District pipeline that is not in the model. Some parcels discharge directly to the San District and were not designated within a sewer basin. The outlet manholes discharging to the San District are located along Lomita Boulevard, Narbonne Avenue, 250th Street, Eshelman Avenue, and Western Avenue. There are two basins that discharge to other cities, one to Los Angeles and the other to Torrance.
6.2 Dry Weather Calibration
Calibration of any hydraulic model is an important part of modeling. Calibration usually determines the validity of the model results as compared to field data. The City’s wastewater model was calibrated to establish a level of confidence in the flows it simulates. 6-3 October 2024
Tuesday, October 15, 2024 Reg CC MTG, Page *148
248th St.
250th St.
Pacific Coast Hwy.
Model Manhole
Model Pipe - Complete Data
Model Pipe - No Invert Data
City Outfall
Color Coded Tributary Basins
Other Basins
Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community
Figure 6-1
Tuesday, October 15, 2024 Reg CC MTG, Page *149 Model Pipelines and Tributary Basins
CITY OF LOMITA
SANITARY SEWER SYSTEM MASTER PLAN
6.2.1 Land Use Data Review and Model Loading
Average dry weather flows were allocated and calibrated in the model using flow factors based on the land use data in GIS by parcel provided by the City, the current flow monitoring data, and the flow monitoring tributary areas. The land uses in the GIS data were initially used when determining flow factors. An iterative, trial and error method was used within Excel to select flow factors to match average flow monitoring data as close as possible. Flow factors were varied up and down within typical ranges observed for residential, commercial, industrial, and institutional land use categories.
During this exercise it became apparent that monitored flow for Basin 2 appeared to be high for the land uses within that basin. Additional research of as-built plans was conducted on the tributary area and it was determined that the 301-unit Harbor Hills Housing property was tributary to Basin 2 while the CSMD mapping illustrated this area flowing away from the basin. The Basin 2 model loading was adjusted to include all units within the Harbor Hills property resulting in model flows that calibrated closely to observed flows using the calibrated factors.
Table 6-2 shows the model flow factors by land use type for the City’s system. The flow factors are in gallons per day (gpd) per dwelling unit (du) for residential uses and gpd per acre for commercial, institutional, and industrial uses. Average calibrated modeled flows by land use type for each of the three flow monitoring basins are included in Appendix D.
The land use data, stored in a polygon shape file, and calibrated flow factors were used to calculate sewer loads for each parcel. Using ArcGIS tools, the City parcel data was assigned to a point feature and loaded to the closest upstream model manhole. Further manual verification was conducted to verify that each parcel data point was allocated to the proper manhole in each basin.
Table 6-2
Sewer Flow Factors
Land Use Type and Description
Residential
Flow Factor (gpd/du)
Five or more apartments
Four Units (Any Combination)
Three Units (Any Combination)
Two Units
100
100
110
140
160
210
100
Multi-Family
Single
Mobile Home Parks
6-5 October 2024
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CITY OF LOMITA
SANITARY SEWER SYSTEM MASTER PLAN
Table 6-2 (cont.)
Flow Factors
Land Use Type and Description Flow Factor (gpd/ac)
Commercial
Auto, Recreation EQPT, Construction EQPT, Sales & Service 1,000 1,500
1,500
1,500
1,500
1,700
1,000
1,500
1,000
1,500
1,500
800
Banks Savings & Loan
Commercial
Hotel & Motels
Office Buildings
Restaurants, Cocktail Lounges
Service Stations
Shopping
Srvc Shps:Radio, TV, Refrig, Pnt Shp
Stores
Supermarkets
Government
Industrial
Food Processing Plants
Lgt Manf.Sm. EQPT. Manuf Sm.Shps Instr.Manuf. Prnt Plnts Lumber Yards
1,500
1,500
800
Warehousing, Distribution, Storage
Institutional
500
Cemeteries, Mausoleums, Mortuaries
Churches
800
800
Homes For Aged & Others
Hospitals
1,500
1,500
Schools (Private) 800
Petroleum & Gas 500
Utility Commercial & Mutual: Pumping Plants State
Assessed Pr 500
Recreational
Athletic & Amusement Facilities
Clubs., Lodge Halls, Fraternal Organizations
Theaters
1,500
1,500
1,500
A year of water use data from September 2022 through September 2023 for the top 15 water users was provided by the City and reviewed to determine if high use parcels should be converted into specified point loads, rather than utilizing sewer loading factors. Differences between the water meter flows and the model were small and inconsistent. All water consumption was within expected ranges and no exceptions were made in sewer loading for these users. The total sewer flow within the City by land use type is included in Table 6-3 using the flow factors presented in Table 6-2.
6-6 October 2024
Tuesday, October 15, 2024 Reg CC MTG, Page *151
TATBALBEL6E-43 - SEWER FLOW BY LAND USE TYPE
Dwelling
Units
Average Flow
Land Use Description (gpd)
Commercial
Area (ac)
138
Flow Factor
gpd/ac
1,000
1,500
1,500
1,500
1,500
1,500
1,700
1,000
1,500
1,000
1,500
1,500
1,500
800
188,975
9,045
1,512
10,654
5,552
19,399
4,549
12,047
3,711
51,986
642
Auto, Recreation EQPT, Construction EQPT, Sales & Service Banks Savings & Loan
Commercial
9.0 1.0
7.1 Hotel & Motels 3.7
Office Buildings 12.9
Professional Buildings 3.0
Restaurants, Cocktail Lounges
Service Stations
7.1 3.7
Shopping Centers 34.7
Srvc Shps:Radio, TV, Refrig, Pnt Shp 0.6
Store Combination 16.2
28.2 1.6
24,274
42,309
2,403
894
Stores
Supermarkets
Government 1.1
Government 42 63,430
63,430
4,765
472
Government Parcel
Industrial
42.3 5
1,500
Food Processing Plants
Lgt Manf.Sm. EQPT. Manuf Sm.Shps Instr.Manuf. Prnt Plnts Lumber Yards
0.3 1,500
1,500
800
2.0 2,978
0.3 234
Open Storage 0.2 500 82
Warehousing, Distribution, Storage
Institutional
2.0 500 999
28 23,557
Cemeteries, Mausoleums, Mortuaries 343
Churches
0.4 800
14.2 800
1.3 11,351
1,889
1,166
8,808
448
Homes For Aged & Others
Hospitals
1,500
1,500
800
0.8 Schools (Private) 11.0
Miscellaneous 3.4
Petroleum & Gas 0.9 500
500
448
Utility Commercial & Mutual: Pumping Plants State Assessed Pr Recreational
2.5 1,258
5,224
2,276
2,571
377
151,695
Athletic & Amusement Facilities 1.5
Clubs., Lodge Halls, Fraternal Organizations
Theaters
1,500
1,500
1,500
gpd/du
100
1.7 0.3
Residential 2,097
346.1
25.6 24.8
1,118.6
8,751 1,282,690
281,400
34,600
60,500
95,680
4,800
637,350
52,580
115,780
1,569,088
Five or more apartments
Four Units (Any Combination)
Mobile Home Parks
Multi-Family
2,814
346 100
605 100
598 160
Senior Home 48 100
Single 366.3
37.4 3,035
478
210
Three Units (Any Combination)
Two Units
110
75.6 827 140
Grand Total 2,317 9,413
Tuesday, October 15, 2024 Reg CC MTG, Page *152
CITY OF LOMITA
SANITARY SEWER SYSTEM MASTER PLAN
The total estimated average flow of 1.61 mgd results in an average residential flow per dwelling unit of 147 gallons per day per dwelling unit (gpd/du). Census data for the City of Lomita estimates and average of 2.64 people per dwelling unit. The State of California Department of Water Resources has adopted an indoor water use target of 55 gallons per person per day, with the same amount resulting in sewer flow. Using this data, the average household sewer flow would equal 145 gpd/du, very similar to the calibrated sewer flow.
The land use and flow factors were used to calculate the sewer flow for each parcel which was stored in a polygon shape file. ArcMap tools were used to create a point feature for each parcel polygon. The parcel data point was then used in the Load Allocation Manager, to apply the sewer load to the closest model manhole. Further manual verification was conducted and adjustments were made to ensure that each parcel data point was allocated to the proper manhole in each basin.
6.2.2 Peaking Analysis/Relationship
PDWF was determined using the flow monitoring data. A diurnal peaking curve for this project was developed based on an analysis of the hourly flow compared to the ADWF monitored during the flow monitoring program. Due to the small amount of non-residential flow contribution to the flow monitoring sites, a typical diurnal curve for non-residential flow was assumed. The residential curve was then calibrated to the flow monitoring data. The resulting modeled maximum peaking factors (peak flow over average flow) for the basins range between 1.72 and 1.74. The results of the peak flow calibration at each basin yielded relatively higher flows than the flow monitoring results, which are conservative but still relatively true to real world conditions. Model hourly peaking factors for residential and non-residential uses are included in Appendix D.
6.2.3 Calibration Results
The diurnal peaking curve was applied to the ADWF loads in the model. The results of the PDWF scenario yielded flows similar to those observed in the City’s system under peak dry weather conditions. The results of the average and peak dry weather flow calibration at each flow basin as delineated in the flow monitoring program are summarized in Table 6-4. Appendix D includes hydrographs comparing measured flow during the monitoring period to simulated flow for an extended period simulation.
Table 6-4
Dry Weather Flow Calibration Summary
Average (gpm)
Model
Peak Weekday (gpm) Max Peak Factor
Site
1 FM
148.7
202.9
69.4 %Diff
17%
FM Model
299.9
362.1
132.4
%Diff FM
1.78 Model
174.3 1.72
209.2
76.0 265.2
339.4
121.1
13%
2 3% 7%
9%
1.67 1.74
1.73 3 9% 1.74
Table 6-4 shows good correlation between the modeled and monitored PDWF. Site #1 has the largest difference between observed and monitored flows. It should be noted that Basin 1, flowing into Site #1, contains the largest number of apartment units. There are 503 apartment units within that basin, equal to 31% of the total dwelling units. The flow factor was applied to each unit; 6-8 October 2024
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CITY OF LOMITA
SANITARY SEWER SYSTEM MASTER PLAN
however, it is likely the apartments are not 100% occupied, causing modeled flow to be higher than observed. It is also important to recognize that the actual difference in monitored versus modeled flow is relatively small compared to the capacity of the pipelines. The difference in flow represents only approximately 3% of the pipeline capacity.
Based on the flow monitoring data, the flow factors in Table 6-2 are recommended for land usebased flow generation within the sewer model for the capacity analysis of the sewer collection system. The recommended factors result in modeled peak flow ranging between 7 and 13% higher than actual monitored flow, which is an appropriate level of conservatism for this study.
6.3 Existing and Projected Flows
6.3.1 Average Dry Weather Flow
Existing Sewer Flow
The ADWF input into the existing scenario model was calculated based on existing land use GIS data by parcel provided by the City. The land use flow factors developed from the flow monitoring and model calibration, presented in Table 6-2, were used to calculate the sewer flow for each parcel, and that flow was loaded to the closest model manhole as discussed in Section 6.2, Dry Weather Calibration.
Buildout Sewer Flow Projections
The data provided from the City’s Preferred Land Use Plan and corresponding GIS shapefile were used to develop buildout flow projections and model loading. Two buildout scenarios were developed based on the City planning data.
Buildout Scenario 1
The first buildout scenario, Scenario 1, is based on the projected number of dwelling units and non-residential square footage presented in the Preferred Land Use Plan, MU 70 alternative. The new mixed-use designations generate a buildout projection of 4,298 dwelling units (Section 5.2, Table 5-3) and 3.23 million square-feet of non-residential use (Section 5.2, Table 5-4). These growth projections were applied to the various mixed-use designations to develop sewer generation factors per acre for each proposed land use.
The residential loading component for mixed-use units is assumed to equal the loading factor of 100 gallons per day per dwelling unit (gpd/du) that is used for Apartments (5 or more units) in the Existing Condition scenario. Existing non-residential uses were assigned loading factors per acre due to the lack of more detailed information on square footage. The existing land use acreage was evaluated to determine the approximate percentage breakdown or mix of three typical nonresidential uses within the City - Restaurant, Retail, and Office use types. These same percentages were applied to estimate the percent of various non-residential uses for future growth as shown in Table 6-5. Also included in Table 6-5 are typical flow factors per thousand square feet (ksf) for the non-residential uses. A weighted average of these factors, based on typical percentages of various non-residential uses, was used to develop a single (weighted average) flow factor of 195 gpd/ksf for projected non-residential use (rounded up from 194). 6-9 October 2024
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Table 6-5
Non-Residential Use Flow Factor
NonResidential
Land Use
Percent by Flow Factor
Land Use
10%
(gpd/ksf)
Restaurant 800
Retail 60% 150
Office 30% 80
Weighted Factor 194
The projected non-residential square footage equals 3.23 million and the total mixed-use designated area equals 10.45 million square feet, for an average Floor Area Ratio (FAR) of 0.31.
This FAR was used to apply the non-residential square footage to the various mixed-use designations by land use area. Table 6-6 shows the resulting flow factors in gallons per day per acre for each of the new mixed-use designations using the Preferred Land Use Plan projected dwelling units and non-residential square footage.
Table 6-6
Buildout Scenario 1 Loading Factors – Maximum Mixed-Use LU
Plan
Acres
Non-Res
SF
DU/acre1 (0.31 FAR)
Non-Res
Flow
(gpd)3
Total
Flow
(gpd)
Flow
Factor
(gpd/ac)4
Land
Use
LU Plan
DUs
Calc’d Res Flow
(gpd)2
M-C70
M-C40
MU30
MU40
MU70
TOTAL
7 180
105
26 13
11 94,151
107,602
174,853
18,000
10,500
18,360
20,982
36,360
31,482
5,194
3,935
3,707
4,030
5,337
4,414
8 13 141 14,100 34,096 48,196
144
68 2,026
1,846
4,298
14 1,936,829 202,600
184,600
429,800
377,682
178,350
580,282
27 914,614 362,950
240 3,228,048 629,469 1,059,269
(1) Land Use Plan DUs from Table 5-3 divided by Land Use Plan acres from Table 5-2. (2) Residential gallons per day equals the number of dwelling units multiplied by 100 gpd/du. (3) Non-residential gpd equals the square footage times a factor of 195 gpd/ksf. (4) Flow factor is calculated by dividing the total gpd by the land use acres.
Existing land uses were loaded using the same factors as the Existing Condition scenario, with the exception of single-family residential use. The single-family use factor was increased by 5 percent (from 210 gpd/du to 220.5 gpd/du) to account for future ADUs and the 2 percent projected population growth for single-family use provided in the Preferred Land Use Plan and presented in Section 5.2, Table 5-4.
Buildout Scenario 2
The second buildout scenario, Scenario 2, assumes that the maximum residential density is built out for each of the mixed-use designations. This is a worst-case scenario as residential loading results in higher sewer flows than the combined residential and non-residential uses presented in Scenario 1. As shown in Table 6-6 for Scenario 1, the calculated dwelling units per acre is 6-10 October 2024
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SANITARY SEWER SYSTEM MASTER PLAN
significantly less than the maximum allowed. Table 6-7 shows the number of dwelling units and corresponding residential loading factor (i.e., flow factor) using the maximum allowed densities for each land use designation. As shown, the total number of dwelling units equals 11,720 versus the 4,298 dwelling units projected in the Preferred Land Use Plan. For Scenario 2, non-residential use is excluded as the entire acreage is applied to residential uses. The resulting sewer generation and average flow factor is 11 percent higher than Scenario 1.
Table 6-7
Buildout Scenario 2 Sewer Loading – Maximum DUs
LU Plan
Acres
Max # of Max # of Max DU
Flow (gpd)
Flow Factor
Land Use (gpd/ac)
M-C70
M-C40
MU30
DU/AC
70 DUs
7 490
8 49,000
32,000
7,000
4,000
3,000
4,000
7,000
4,883
40 320
13 390
144
68 30 39,000
MU40 40 5,760
4,760
11,720
576,000
476,000
1,172,000
MU70 70
TOTAL 240
As with Scenario 1, existing land uses were loaded using the same factors as the Existing Condition scenario, with the exception of single-family residential use. Similar to Scenario 1, the singlefamily use factor was increased by 5 percent (from 210 gpd/du to 220.5 gpd/du) to account for future ADUs and the 2 percent projected population growth for single-family use provided in the Preferred Land Use Plan presented in Section 5.2, Table 5-4.
The two buildout scenarios were developed in the model using the Proposed General Plan Land Use parcel data provided in GIS. Parcels that would change land use as part of the Preferred Land Use Plan were loaded using the factors developed above. Parcels with no proposed land use changes were loaded using the existing land use data with single-family use increased by 5 percent.
Each parcel was loaded by land use type to the nearest upstream model manhole using the designated loading factor. The projected buildout sewer flow by Proposed General Plan Land Use designation for Scenarios 1 and 2 are shown in Table 6-8.
6.3.2 Peak Dry Weather Flow
Peak dry weather flow is the highest measured flow that occurs on a dry weather day. The PDWF was developed by applying a peaking factor based on the peaking curve developed from the flow monitoring program as discussed in Section 6.2. The peaking curve was applied to the average dry weather flows loaded into the model for Existing and Buildout Scenarios. 6-11 October 2024
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SANITARY SEWER SYSTEM MASTER PLAN
Table 6-8
Buildout Sewer Flow Projections
Proposed General Plan
Land Use
MCMU(1)
Buildout Scenarios (gpd)
Scenario 1 Scenario 2
42,663
49,159
43,357
Mixed-Use 30 39,773
Mixed-Use 40
Mixed-Use 70
Public Owned Land
544,636
380,398
93,699
540,582
498,836
93,699
Parcels Outside City(2)
Residential Uses
Agricultural
55,157 55,157
96,723
757,384
119,602
67,119
96,723
757,384
119,602
67,119
Low Density
Medium Density
High Density
Grand Total 2,206,540 2,312,231
(1) Manufacturing-Commercial Mixed-Use
(2) Parcels located outside of the City that are tributary to the City's sewer system.
6.3.3 Design Wet Weather Flow
Design wet weather flow is the highest measured hourly flow that occurs during a design wet weather rain event. It consists of the ADWF plus any rainfall-dependent infiltration/inflow and base groundwater infiltration flow. The CSMD Sewer System Management Plan did not indicate the presence of significant infiltration/inflow. Therefore, this Master Plan will use the PDWF to identify pipes that need capacity enhancement. As discussed in the next chapter (Sections 7.4 and
7.5), the d/D ratio utilized will allow for sufficient capacity for wet weather flow. 6-12 October 2024
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SANITARY SEWER SYSTEM MASTER PLAN
7.0 SEWER DESIGN CRITERIA
Sewer pipe capacities are dependent upon many factors. These include the roughness of the pipe, the maximum allowable depth of flow, and limiting velocity and slope. The Continuity Equation and the Manning’s Equation for steady state flow are used for gravity sewer hydraulic calculations:
Continuity Equation: Q = V A
Manning’s Equation: Q = (1.486 AR2/3 S
1/2)/n
where:
Q = peak flow, cfs
V = velocity, fps
A = cross-sectional area of flow, sq. ft. (when d/D = 1.0) n = Manning’s coefficient of friction
R = hydraulic radius (area divided by wetted perimeter), ft S = slope of energy gradient (approximated by slope of pipe), ft/ft
7.1 Manning’s Coefficient (n)
The Manning’s coefficient ‘n’ is a friction coefficient and varies depending on the type of material.
For example, glass would have an ‘n’ value of 0.010 while earth channels would have an ‘n’ value of 0.020. There has been much debate about the appropriate ‘n’ value to use for different piping materials in sanitary sewer systems. To complicate the debate, the slime layer that thrives on the wetted portions of the sanitary piping also contributes to and affects the actual value of ‘n’. This study will utilize an ‘n’ value of 0.015 based on a conservative value for VCP, which makes up the majority of the City’s wastewater collection system.
7.2 Design Velocities
All sewers shall be designed and constructed to give mean velocities, when flowing half full (d/D ratio is 0.50). To maintain the suspension of solids in sewers, the minimum design velocity shall be 2 ft/sec during the PDWF at the time the pipe is placed into service. The maximum design velocity shall be limited to 10 ft/sec at the peak flow rate. Using Manning’s Equation above, one can calculate the minimum slope necessary to achieve the minimum design velocity of 2 ft/sec for a given diameter of pipe. Performing this calculation for pipes 8- to 18-inch in diameter results in the minimum slopes provided in Table 7-1, which should be used for designing new or replacement improvements. Of course, certain existing conditions may require exceptions to these minimum slopes, which should be evaluated on a case-by-case basis. 7-1 October 2024
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SANITARY SEWER SYSTEM MASTER PLAN
Table 7-1
Minimum Slopes by Pipe Size
Minimum Slope Pipe Size (in) (ft/ft)
8 0.0040
0.0028
0.0022
0.0016
0.0012
10 12
15 18
7.3 Existing Pipe Flow Depth Criteria (d/D)
The capacity criteria for gravity sewers are typically evaluated by a ratio of flow depth over pipe diameter (d/D). Sewers for this analysis shall be evaluated so the d/D ratios (specified below) are not exceeded while flowing under the PDWF conditions. Utilizing these d/D ratios for PDWF provides an adequate allowance for peak wet weather flow in the top portion of the pipe. 15-inch and larger d/D greater than 0.75
12-inch and smaller d/D greater than 0.67
7.4 Recommended Pipe Improvements Criteria
Recommended improvements for pipeline segments identified for capacity enhancement are based on the following slightly more conservative sizing criteria (than allowed for existing pipes) to provide capacity for unforeseen conditions:
• Replacement diameter shall be sized using the following d/D criteria:
o 15-inch and larger – d/D less than or equal to 0.60
o 12-inch and smaller – d/D less than or equal to 0.50
• Pipe replacement is recommended for existing small diameter (6-, 8-, 10- and 12-inch) pipes rather than recommending a parallel system, as there are only minimal cost savings in using these smaller lines along with an additional parallel line. Also, street sections are more cluttered with two sets of pipes and manholes. • Either pipe replacement or a parallel system is recommended for existing 15-inch diameter pipes, on a case-by-case basis. This decision would typically be dependent on the pipeline’s useful life remaining and available room within the street section. •
•
Generally, only a parallel system is recommended for existing 18-inch diameter pipes and larger.
For pipe diameters 8-inch and 10-inch, no downstream downsizing is allowed. 7-2 October 2024
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7.5 Sewer Flow Factors
When planning for future development projects, it is recommended to conduct a sewer study to evaluate the available capacity in the City’s downstream sewer system to collect and discharge existing plus project flows and to assess any project related impacts. Unit flow factors were developed during model calibration based on existing land use data and the results of the temporary flow monitoring study as discussed in Section 6.2. The residential flow factors were developed in gallons per day per dwelling unit (gpd/du) for the various residential densities. Non-residential flow was generated using typical planning factors in gallons per day per acre (gpd/ac). The recommended residential and non-residential factors are provided in Table 6-2.
When new development projects are proposed, there is typically detailed information on the various uses that include building area and expected occupancy rates. As such, recommended loading factors may be based on more detailed planning data as available. Residential uses continue to be loaded using a unit factor per dwelling unit unless projected occupancy is available, in which case, it is recommended that average sewer flow be calculated on a per person basis. The recommended unit flow factors for average dry weather flow (ADWF) are shown in Table 7-2.
Table 7-2
Sewer Planning Unit Flow Factors
ADWF Unit
Land Use
Residential Use
Flow Factor Units
Single-Family 210
160
140
110
100
gpd/du
gpd/du
gpd/du
gpd/du
gpd/du
Multi-Family
Two Units
Three Units
Apartment/Mobile Homes
Per person(1)
Non-Residential Use
Restaurant
55 gpcd
800
150
80 gpd/ksf
gpd/ksf
gpd/ksf
Commercial/Retail
Office
(1) Detailed information on occupancy may use 55 gallons per capita per day (gpcd)
For sewer peaking, it is recommended to use the model peaking curves developed during calibration and presented in Section 6.2. The resulting peak dry weather flow (PDWF) is equal to
1.8 times the ADWF.
7-3 October 2024
Tuesday, October 15, 2024 Reg CC MTG, Page *160
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SANITARY SEWER SYSTEM MASTER PLAN
8.0 COLLECTION SYSTEM ANALYSIS
Existing and Buildout Scenario wastewater collection system areas identified for capacity enhancement and potential corrections can be determined by running and analyzing the different sewer model scenarios. These scenarios analyze the existing wastewater collection system under the existing flows as calibrated from the flow monitoring data and projected buildout flows based on the City’s Preferred Land Use Plan.
8.1 Existing Scenario
The City’s existing wastewater collection system was evaluated in the Existing Scenario. The Existing Scenario analysis of the wastewater collection system uses the existing flows that were calibrated to the flow monitoring data. Using the analysis criteria presented above, there are existing pipelines nearing the maximum capacity limit but none are identified as deficient.
Modeled d/D ratios are illustrated on Figure 8-1 with model pipeline output presented in Appendix E. The output table in Appendix E includes pipeline upstream and downstream manhole numbers (to identify the pipe reach), pipe length, pipe diameter, and the following model output data:
•
•
•
Existing Flow and d/D Ratio - the existing peak flow and resulting d/D, Analysis Flow - flow capacity limit of the pipeline using the maximum allowed d/D, Analysis Excess - the remaining available capacity of the pipeline based on the Analysis d/D criteria,
•
•
•
Design Flow - flow capacity of the pipeline using the more conservative Design d/D, Design Excess - the remaining capacity in the pipeline based on the Design d/D criteria, SFR DUs - calculated number of additional single-family units that can be served by the existing pipeline without exceeding the Analysis d/D criteria, and • Apartment Units - calculated number of additional apartment units that can be served by the existing pipeline without exceeding the Analysis d/D criteria. The number of apartment units is not in addition to the number or single-family units (either single-family units or apartment units)
The pipelines nearing capacity in the Existing Scenario are indicated as green on Figure 8-1 and have d/D ratios between 0.50 and 0.67. These pipeline segments indicate d/D ratios below the replacement criteria but exceeding the capacity design criteria for 12-inch or smaller lines. The green segments are flagged and identified as Watch List facilities to monitor for capacity enhancements if additional flow is introduced upstream from development, re-development, or construction of ADUs. If a line is 15-inch or larger it would be Watch Listed beyond 0.67 up to
0.75 d/D. The rationale here is that a sewer segment with a PDWF d/D of 0.55, for example, may not be a desirable condition for designing a new replacement line but, for an existing pipeline, as long as no new development is proposed upstream and the pipeline segment is in good condition, there is no need to replace/upsize it at this time.
8-1 October 2024
Tuesday, October 15, 2024 Reg CC MTG, Page *161
1651-0071 Pipeline d/D
1651-0073
1651-0293
< 0.50
1651-0016 1651-0292 1651-0021 0.50 - 0.67
248TH ST 1651-0322 0.67 - 0.75
> 0.75
1652-0584
1652-0583
1652-0629 1652-0631 1652-0634
250TH ST
1652-0466 1652-0411
1652-0612 1652-0217
1652-0582
1652-0620
1652-0315
1652-0316
1652-0467
1652-0218
1652-0409
1652-0407
1652-0211
1652-0208
1652-0468
1652-0469
1652-0220
1652-0575
1652-0567
1652-0317
1652-0318
1652-0324
1652-0328
1652-0221
1652-0565 1652-0222 1652-0616
1652-0406 1652-0204
1652-0400
1652-0223
1652-0557
1652-0558
1652-0472
1652-0475 1652-0224 1652-0201
1652-0194
1652-0192
1652-0190
1652-0189
1652-0185
1652-0556
1652-0553
1652-0552
1652-0481
1652-0482
1652-0399
1652-0394
1652-0393
1652-0329
1652-0330
1652-0483
1652-0484
1652-0388
1652-0485 1652-0386
1652-0490
1652-0184
1652-0544
1652-0593 1652-0383 1652-0335 1652-0174
PACIFIC COAST HWY
Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community
Figure 8-1 - Existing Scenario
Peak Flow d/D
Tuesday, October 15, 2024 Reg CC MTG, Page *162
CITY OF LOMITA
SANITARY SEWER SYSTEM MASTER PLAN
The Watch List segments are summarized in Table 8-1. Several of the segments are approaching capacity due to flat slopes while adjacent pipelines, with steeper slopes, have excess capacity. The segments listed in Table 8-1 are flagged with d/D ratios between 0.50 and 0.67 and are identified to be monitored for future capacity issues.
Table 8-1
Existing Capacity Watch List Segments
Existing
Flow
(gpm)
Remaining
Capacity
(gpm)
SFR
DUs
Limit(1)
Apt.
Units
Limit(2)
Diam. Length
(in) (ft)
d/D
Street Name From MH To MH Slope Ratio
Pennsylvania 1652-0544 1652-0546 8 68.8 0.0010
87.5 0.0010
135.8 0.0010
336.8 0.0060
182.5 0.0060
176.2 0.0060
142.9 0.0070
177.3 0.0060
305.6 0.0060
90.7 144.2
78.0 0.50
0.50 0.56
0.50 0.51
0.50 0.50
0.52 0.54
51.21 83.83
195
319
88 410
Ave 1652-0567 1652-0575 671
1652-0386 1652-0388
1652-0174 1652-0184
1652-0189 1652-0190
1652-0190 1652-0192
1652-0192 1652-0193
1652-0194 1652-0201
1652-0212 1652-0217
10 Oak St 8 22.98 184
10 10
10 10
10 10
313.5
337.6
337.6
344.4
344.4
373.5
190.43
183.68
195.36
199.79
162.21
142.72
725
700
744
761
618
544
1,523
1,469
1,563
1,598
1,298
1,142
Back Yard
Pipeline
(PCH to
Lomita)
(1) Remaining number of single-family residential units that could discharge to pipeline without reaching capacity limit. (2) Remaining number of apartment units that could discharge to pipeline without reaching capacity limit. The number of SFR (Note 1) and apartment units that can discharge cannot be combined, it is either/or.
8.2 Buildout Scenarios
The City’s existing wastewater collection system was evaluated for the Buildout Scenarios described in Section 8.2. Using the d/D analysis criteria, the results revealed capacity deficient pipelines in the existing collection system under buildout flows.
The capacity analysis for Buildout Scenario 1 is presented on Figure 8-2 with model output included in Appendix E. Buildout Scenario 1 incorporates the buildout residential units and nonresidential square footage projected in the City’s Preferred Land Use Plan. In this scenario, there are seven capacity deficient reaches resulting from buildout flow projections. There are six deficient reaches of 10-inch pipeline aligned outside of roadways and through developed properties between PCH and Ebony (labeled as back yard pipeline). The remaining reaches along the back yard pipeline are approaching the analysis capacity with modeled d/D ratios at or above
0.50. There is one deficient 8-inch reach along Oak Street. This reach has a flat slope and with model results indicating that the pipeline flows full under this Buildout Scenario. 8-3 October 2024
Tuesday, October 15, 2024 Reg CC MTG, Page *163
1651-0071 Pipeline d/D
1651-0073
1651-0293
< 0.50
1651-0016 1651-0292 1651-0021 0.50 - 0.67
248TH ST 1651-0322 0.67 - 0.75
> 0.75
1652-0584
1652-0583
1652-0629 1652-0631 1652-0634
250TH ST
1652-0466 1652-0411
1652-0612 1652-0217
1652-0582
1652-0620
1652-0315
1652-0316
1652-0467
1652-0218
1652-0409
1652-0407
1652-0211
1652-0208
1652-0468
1652-0469
1652-0220
1652-0575
1652-0567
1652-0317
1652-0318
1652-0324
1652-0328
1652-0221
1652-0565 1652-0222 1652-0616
1652-0406 1652-0204
1652-0400
1652-0223
1652-0557
1652-0558
1652-0472
1652-0475 1652-0224 1652-0201
1652-0194
1652-0192
1652-0190
1652-0189
1652-0185
1652-0556
1652-0553
1652-0552
1652-0481
1652-0482
1652-0399
1652-0394
1652-0393
1652-0329
1652-0330
1652-0483
1652-0484
1652-0388
1652-0485 1652-0386
1652-0490
1652-0184
1652-0544
1652-0593 1652-0383 1652-0335 1652-0174
PACIFIC COAST HWY
Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community
Figure 8-2 - Buildout Scenario 1
Preferred Land Use Plan Projected Densities
Tuesday, October 15, 2024 Reg CC MTG, Page *164 Peak Flow d/D
CITY OF LOMITA
SANITARY SEWER SYSTEM MASTER PLAN
The capacity analysis for Buildout Scenario 2 is presented on Figure 8-3 with model output included in Appendix E. Buildout Scenario 2 is described in Section 6.3 and incorporates the maximum number of buildout residential units based on the maximum allowed residential densities presented in the City’s Preferred Land Use Plan. This represents the worst-case buildout scenario. In Buildout Scenario 2, there are eight capacity deficient reaches resulting from buildout flow projections. As with Scenario 1, there is one deficient 8-inch reach along Oak Street that models as flowing full. The remaining deficient reaches are along the 10-inch back yard pipeline between PCH and Ebony and include four reaches exceeding a d/D ratio of 0.75.
The maximum d/D ratio along the 10-inch pipeline is 0.81 with none of the pipelines modeled as flowing full. The remaining reaches along the back yard pipeline are approaching pipeline capacity with all modeled d/D ratios at or above 0.54. As such, the entire pipeline is considered deficient under buildout flows.
Table 8-2 shows the pipelines that have reached capacity or are approaching capacity under Buildout Scenario 2 representing the worst-case scenario. Based on the model results, the 10-inch pipeline running through developed properties between PCH and Ebony should be replaced as part of a Capital Improvement Program. The pipeline was constructed in the 1930s with existing flow nearing the available capacity and buildout flows exceeding pipeline capacity. The modeled d/D ratios vary with some segments below the replacement criteria; however, any improvements will involve replacing the entire pipeline.
There are individual reaches elsewhere in the system that are nearing capacity due to flat slopes.
Improvements in these situations may involve upsizing the single reach and potentially upsizing downstream reaches to avoid sewer flow to a more restrictive pipeline. There may also be potential to increase the slope of the flat segment by replacing adjacent reaches with different (flatter) slopes, thus providing a more consistent slope across all reaches. 8-5 October 2024
Tuesday, October 15, 2024 Reg CC MTG, Page *165
1651-0071 Pipeline d/D
1651-0073 < 0.50
1651-0016 1651-0293 1651-0292 1651-0021 0.50 - 0.67
248TH ST 1651-0322 0.67 - 0.75
> 0.75
1652-0584
1652-0583
1652-0629 1652-0631 1652-0634
250TH ST
1652-0466 1652-0411
1652-0612 1652-0217
1652-0582
1652-0620
1652-0315
1652-0316
1652-0467
1652-0218
1652-0212 1652-0409
1652-0407
1652-0211
1652-0208
1652-0468
1652-0469
1652-0220
1652-0575
1652-0567
1652-0317
1652-0318
1652-0324
1652-0328
1652-0221
1652-0565 1652-0222 1652-0616
1652-0406 1652-0204
1652-0400
1652-0223
1652-0557
1652-0558
1652-0472
1652-0475 1652-0224 1652-0201
1652-0194
1652-0192
1652-0190
1652-0189
1652-0185
1652-0556
1652-0553
1652-0552
1652-0481
1652-0482
1652-0399
1652-0394
1652-0393
1652-0329
1652-0330
1652-0483
1652-0484
1652-0388
1652-0485 1652-0386
1652-0490
1652-0184
1652-0544
1652-0593 1652-0383 1652-0335 1652-0174
PACIFIC COAST HWY
Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community
Figure 8-3 - Buildout Scenario 2
Maximum Residential Density
Tuesday, October 15, 2024 Reg CC MTG, Page *166 Peak Flow d/D
CITY OF LOMITA
SANITARY SEWER SYSTEM MASTER PLAN
Table 8-2
Buildout Scenario 2 Limiting Capacity Pipelines
Existing
Flow
(gpm)
Analysis
Excess
(gpm)
Diam. Length
(in) (ft)
d/D
Street Name From MH To MH Slope Ratio
Pennsylvania 1652-0544 1652-0546 8 68.8 0.0010
87.5 0.0010
47.5 0.0020
100.2 0.0010
135.8 0.0010
100.3
158.5
112.9
145.5
157.2
0.53 0.53
0.51 0.52
1.00 41.6
69.5 57.8
67.6 -56.2
Ave 1652-0567 1652-0575
1652-0476 1652-0475
1652-0612 1652-0466
1652-0386 1652-0388
10 8
Cypress St
10 Oak St 8
Eshelman
Ave 1652-0323 1652-0318
1652-0174 1652-0184
1652-0184 1652-0185
1652-0185 1652-0189
1652-0189 1652-0190
1652-0190 1652-0192
1652-0192 1652-0193
1652-0193 1652-0194
1652-0194 1652-0201
1652-0201 1652-0202
1652-0202 1652-0204
1652-0204 1652-0617
1652-0617 1652-0616
1652-0616 1652-0208
1652-0208 1652-0211
1652-0211 1652-0212
1652-0212 1652-0217
8 10
10 10
10 10
10 10
10 10
10 10
10 10
10 10
10 12
55.3 0.0020
336.8 0.0060
189.1 0.0120
179.1 0.0130
182.5 0.0060
176.2 0.0060
142.9 0.0070
36.2 0.0120
177.3 0.0060
240.6 0.0160
65.2 0.0170
70.8 0.0170
40.9 0.0170
182.0 0.0170
264.8 0.0120
198.2 0.0090
305.6 0.0060
315.7 0.0050
100.6
590.6
603.3
603.3
613.6
613.5
620.3
620.3
620.3
629.9
629.8
631.9
631.9
633.7
642.7
648.8
650.1
713.0
0.50 0.76
0.58 0.56
0.76 0.75
0.74 0.60
0.79 0.55
0.54 0.54
0.54 0.54
0.62 0.69
0.81 0.62
57.6 -86.7
142.3
177.5
-92.2
-80.5
-76.1
114.3
-113.7
228.8
250.6
246.0
250.0
245.1
83.5 Back Yard
Pipeline
-24.1
-133.9
Ebony Ln 1652-0217 SD1707 216.9
Highlighted pipelines are also capacity deficient in Buildout Scenario 1. The remaining pipelines are approaching capacity.
8-7 October 2024
Tuesday, October 15, 2024 Reg CC MTG, Page *167
CITY OF LOMITA
SANITARY SEWER SYSTEM MASTER PLAN
9.0 CAPITAL IMPROVEMENT PLAN
9.1 Recommended Capital Improvement Plan Methodology
The capital improvements established in this Sanitary Sewer System Master Plan are provided to the City as recommended solutions to the buildout sewer capacity constraints and provide additional capacity for buildout development within the study area. The pipeline segments which were determined as capacity deficient are addressed in the Capital Improvement Program based on the modeled d/D ratios.
9.2 Existing Collection System Limiting Capacity Areas
Based on the results of the Existing Scenario, nine pipeline segments were identified for the Watch List, as presented in Table 9-1. The areas identified with limited remaining capacity should be monitored closely, and if further problems arise, a sewer improvement would be recommended.
The Watch List is provided so that the City can monitor the areas identified for increases in flow and other issues reported by the CSMD such as odor issues, blockages, and surcharges which may indicate a sewer improvement may be required. Pipelines which exceed d/D ratios of 0.67 (all 12- inch or smaller) are recommended for improvement with either an upstream, flow diversion, or replacement pipelines.
Table 9-1
Watch List – Existing Limiting Capacity Areas
Diam. Length
Street Name
Pennsylvania Ave
Oak St
From MH To MH (in) (ft)
1652-0544 1652-0546 69
1652-0567 1652-0575
1652-0386 1652-0388
1652-0174 1652-0184
1652-0189 1652-0190
1652-0190 1652-0192
1652-0192 1652-0193
1652-0194 1652-0201
1652-0212 1652-0217
1651-0016 1651-0017
8 10
8 88
136
337
182
176
143
177
306
319
10 10
10 10
10 10
8 Back Yard Pipeline
248th Street(1)
(1) Recommended for replacement under existing conditions.
Based on review of the CSMD 2019 Condition Assessment Program Report for the City of Lomita, high water marks are identified along a pipeline reach in 248th Street due to a sag in the pipeline.
Though this pipeline is not modeled as capacity deficient, it is recommended for replacement based on this condition assessment. It should be noted that the CSMD Condition Assessment Program Report stated “No maintenance action needed” for the observed sag. As such, CCTV video review is recommended prior to improvements. The CSMD report also identified this pipeline with an observed hole and proposed point repair as the corrective action. 9-1 October 2024
Tuesday, October 15, 2024 Reg CC MTG, Page *168
CITY OF LOMITA
SANITARY SEWER SYSTEM MASTER PLAN
The CSMD completed the latest CCTV inspection between April and December 2021, however, the Condition Assessment Program Report has not been completed. The CSMD expects the completed report will be available later this year, at which point, additional improvement areas may be identified. This report should be reviewed by the City when available.
9.3 Wastewater Collection System Improvements
Wastewater collection system improvements are recommended for implementation (design and construction) to correct areas identified with capacity constraints under buildout conditions. Based on review of the CSMD 2019 Condition Assessment Program Report, high water marks were identified along a pipeline reach in 248th Street due to a sag in the pipeline. Though this pipeline is not identified as capacity deficient, it is recommended for replacement based on the condition assessment. The following Capital Improvement Projects are recommended to provide adequate capacity for buildout flows and correct structural damage:
1. PCH to Ebony Improvement
2. 248th Street Improvement
3. Oak Street Improvement
9.3.1 PCH to Ebony Capital Improvement
To address the capacity issue resulting from the back yard pipelines from PCH to Ebony, the 2,800 linear feet (LF) of existing 10-inch pipeline would need to be upsized in place to 12-inch diameter.
However, it is not recommended to replace this pipeline in the existing location due to the alignment through back yards. The pipeline was constructed in the 1930s, and the alignment through back yards creates maintenance and access issues.
The closest City sewer aligned within a roadway is along Walnut and Ebony as illustrated on Figure 9-1. Based on conceptual analysis, it is recommended to abandon the 10-inch pipeline running along the back yards between PCH and Ebony and direct tributary flow to a new 15-inch replacement pipeline along Walnut and Ebony. This CIP will also include the construction of new 8-inch pipelines along side streets to direct sewer flow from areas served by the abandoned pipeline toward the new pipeline. The recommended CIP replaces 2,800 LF of 10-inch pipeline (to be abandoned) with approximately 9,800 LF of 15- and 8-inch pipeline as summarized in Table 9-2.
Table 9-2
CIP #1 Improvement Quantities
Diam. Length No. of
Location MH
Walnut and Ebony
All Cross Streets
Total
(in)
15 8
(LF)
3,350
6,425
9,775
16 32
48 9-2 October 2024
Tuesday, October 15, 2024 Reg CC MTG, Page *169
CIP #2 New 8-inch
Pipe
1651-0016 1651-0017 248th St
SAG
CIP #1
New 15-inch
Pipeline
CIP #3
1652-0393 New 8-inch Cross
FLAT SLOPE 1652-0388 Street Pipes
1652-0386
New 8-inch
Pipes
1652-0383
Pacific Coast Highway
Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community
Figure 9-1
Proposed CIP Areas
Tuesday, October 15, 2024 Reg CC MTG, Page *170
CITY OF LOMITA
SANITARY SEWER SYSTEM MASTER PLAN
Prior to moving forward with this project, a preliminary design level analysis to evaluate feasibility should be conducted. The replacement pipeline along Walnut and Ebony will need to be constructed deep enough to allow gravity flow from the areas previously served by the back yard pipeline. The resulting flow direction is against the natural topographic gradient. An initial assessment was conducted to evaluate the feasibility.
The invert elevation of the San District pipeline at the discharge point from Ebony (equal to 38.9 feet) was obtained from available online data. Using the downstream invert elevation, the estimated length of improvement pipeline, and minimum slope criteria, it was calculated that the replacement pipeline may be constructed deep enough to collect flow from the back yard pipeline tributary area. In other words, the replacement pipeline would be lower in elevation than the existing back yard pipeline to allow gravity flow from the areas it served. These results must be confirmed through the survey of existing manholes, as part of a preliminary design report, to measure accurate invert elevations using a consistent datum and to check for potentially conflicting utilities.
The estimated improvement diameter of 15-inches was calculated using a minimum slope and peak flows from the larger tributary area. The pipeline size must be confirmed as part of a pre-design analysis using the proposed alignment and slopes.
It is recommended that the City move forward with the initial analysis of CIP #1 due to the age and location of the 10-inch back yard pipeline. Given the long-term planning effort for this improvement, there is the potential to divert flows away from the pipeline to the San District trunk sewer along Western Avenue as a near-term capacity solution. The diversion location (DIV #1) is along Western Avenue near 261st Street as illustrated on Figure 9-2. City pipelines are located near the 21-inch San District trunk sewer at this location, allowing for the potential connection to the San District manhole located on the east side of Western Avenue. This improvement would require approximately 250 LF of new 8-inch pipeline, and crossing Western Avenue, to connect to the San District manhole. This diversion improvement eliminates buildout capacity deficiencies along the back yard pipeline.
San District manholes located upstream (south) of DIV #1 provide alternative connection points; however, if the diversion moves upstream, less flow will be captured. Farther downstream and north of the DIV #1 location, the San District pipeline turns to the east and outside of the City boundary, discharging to a 24-inch trunk sewer along 260th Street. Previously, the San District pipeline continued north on Western Avenue, but that portion is now out of service.
The DIV #1 improvement captures a portion of the flow tributary to the back yard pipeline, including the 301-unit Harbor Hills Housing property. The area tributary to this diversion location is illustrated on Figure 9-2. The tributary area includes a residential neighborhood located to the west of Harbor Hills. Sewer flows from this neighborhood flow through the Harbor Hills private, on-site sewer prior to connecting to the City sewer pipeline along Western Avenue. City pipelines along Western Avenue and adjacent to the Harbor Hills Housing site also discharge through the private Harbor Hills sewers. The Harbor Hills on-site sewers carrying off-site City flows are illustrated on Figure 9-2. Psomas prepared a Technical Memorandum (included in Appendix F) to document the Harbor Hills pipelines that carry off-site City flows along with recommendations for the continued reliability and maintenance of these sewers. 9-4 October 2024
Tuesday, October 15, 2024 Reg CC MTG, Page *171
Legend
DIV #1
Back Yard Pipe Basin
PCH
LACSD Trunk Sewer
Out of Service County Pipe
261st Street
SMP DIV #1
Flow Diversion 262nd Street
Alternate
Diversion Location
Harbor Hills
On-Site Sewers
Carrying City
Sewage
Harbor
Hills
Housing
Harbor
Hills
Housing
Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community
FIGURE 9-2
Flow Diversion Improvement
Tuesday, October 15, 2024 Reg CC MTG, Page *172
CITY OF LOMITA
SANITARY SEWER SYSTEM MASTER PLAN
9.3.2 248th Street Capital Improvement
It is recommended to replace a reach of pipeline along 248th Street at Cypress Street between MH1651-0016 and MH1651-0017 to correct a sag. The pipeline sag was identified by the CSMD and results in observed high water marks and frequent cleaning. This structural damage cannot be mitigated by point repair or lining. The improvement pipeline is illustrated on Figure 9-1 with quantities provided in Table 9-3.
Table 9-3
CIP #2 Improvement Quantities
Diam.
(in)
Length
(ft)
No. of
MH
2 Location
248th Steet
From MH To MH
1651-0016 1651-0017 8 319
9.3.3 Oak Street Capital Improvement
It is recommended to correct the flat slope along Oak Street between PCH and 256th Street (MH1652-0386 to MH1652-0388) by replacing the pipeline along with the adjacent segment(s) to provide sufficient slope. An evaluation of the existing system slopes and invert elevations along the pipelines from PCH to 256th Street shows sufficient slope available to correct the pipeline deficiency. A pre-design analysis will be required to confirm invert elevations and identify any construction concerns such as connecting pipelines and laterals and other utilities. Based on geometry alone, there is enough slope by replacing two pipeline reaches, the flat reach and the adjacent downstream reach (from MH1652-0386 to MH1652-0393). This CIP includes the upstream reach as well to provide for potential construction issues. The improvement pipelines are illustrated on Figure 9-1 with quantities provided in Table 9-4, with the one flat reach highlighted.
Table 9-4
CIP #3 Improvement Quantities
Diam.
(in)
Length
(ft)
No. of
MH Location From MH To MH
1652-0383 1652-0386
1652-0386 1652-0388
1652-0388 1652-0393
8 8
8 309
136
161
1 2
1 Oak Street
Total 606 4
9.3.4 Buildout Limiting Capacity Areas - Watch List
Based on the results of the Buildout Scenarios, there are 5 pipeline segments identified for the Watch List, not including CIP pipelines. These pipelines are not identified as capacity deficient using the analysis criteria but have modeled d/D ratios above the recommended design criteria for both Buildout Scenario 1 and Buildout Scenario 2. As such, if these pipelines are replaced due to condition or capacity constraints, the diameter or slope should be increased to meet the recommended design criteria. Table 9-5 presents these Watch List sewer pipelines for the Buildout Scenario.
9-6 October 2024
Tuesday, October 15, 2024 Reg CC MTG, Page *173
CITY OF LOMITA
SANITARY SEWER SYSTEM MASTER PLAN
Table 9-5
Watch List – Buildout Limiting Capacity Areas
Existing
Flow
Remaining
Capacity
(gpm)
Diam. Length
(in) (ft)
d/D
Street Name From MH To MH Slope (gpm) Ratio
100.3
158.5
112.9
145.5
100.6
Pennsylvania
Ave
1652-0544 1652-0546
1652-0567 1652-0575
1652-0476 1652-0475
1652-0612 1652-0466
1652-0323 1652-0318
8 69 0.0010
88 0.0010
48 0.0020
100 0.0010
55 0.0020
0.53 0.53
0.51 0.52
0.50 41.6
69.5 57.8
67.6 57.6
10 8
Cypress St
10 Eshelman Ave 8
9.3.5 CCTV Review and Evaluation
The last Condition Assessment Program Report for the City of Lomita system is dated February 5, 2019. The report documents the review of CCTV inspection for 100 percent of the City’s sewer system that took place in 2013 and provides pipeline grading based on observed defects. The CSMD completed the latest CCTV inspection between April and December 2021 but, currently, the Condition Assessment Program Report has not been completed. The CSMD expects the completed report to be available later this year.
The 2013 inspection revealed approximately 10.5 percent of the pipe segments (89 segments) had a Pipeline Assessment and Certification Program (PACP) structural grade of 4 or 5 which indicates severe structural defects and the need for corrective action. The Report stated that corrective action would be programmed over the next 24-month period as part of the ongoing Accumulative Capital Outlay Program. Of the segments with structural grades of 4 or 5, 56 were classified as “no action needed” under the proposed corrective action. Once the Condition Assessment Program Report is completed by CSMD for the 2021 inspection, it is recommended to review the CCTV videos for the segments identified by the CSMD with the most significant structural defects (Defect Grade 4 or 5) and classified as “no action needed.” It is also recommended to review the videos for any pipelines identified as having sags or other potential capacity issues. Review of these segments will allow for independent recommendations to compare with the County methodology and recommendations.
9.4 Capital Improvement Prioritization and Costs
It is recommended that the PCH to Ebony Capital Improvement (CIP #1) be the highest priority of the three projects outlined in the previous section. The pipeline is nearing capacity and has structural damage identified in CCTV review. The pipeline was constructed in the 1930s and the alignment through back yards creates maintenance and access issues. This CIP is prioritized as it will require long-term planning beginning with a pre-design analysis and report to evaluate feasibility and develop a recommended alternative. It is estimated that approximately 30 manholes will need to be surveyed for invert and rim elevations along the cross-streets served by the back yard pipeline, Walnut Street, Ebony Lane, and the outfall to the San District as part of the analysis.
CCTV review is also recommended to locate sewer laterals prior to design. Due to the extended time frame of this CIP, the other two recommended CIPs may be constructed during the planning 9-7 October 2024
Tuesday, October 15, 2024 Reg CC MTG, Page *174
CITY OF LOMITA
SANITARY SEWER SYSTEM MASTER PLAN
process as funding permits. Additionally, a near-term capacity solution has been provided (DIV #1) to divert flows away from the back yard pipeline to the San District trunk sewer along Western Avenue.
The second priority CIP is the pipeline replacement along 248th Street (CIP #2). The identified segment has a sag and is hydro cleaned by the CSMD every three to four months. It is recommended to review the most recent CCTV inspection prior to improvement as well as for the downstream pipelines along 248th Street, from Cypress Street to the outfall at Eshelman Avenue, to determine if the pipeline replacement project should be expanded in the area due to structural defects. The hydraulic analysis shows sufficient capacity along these pipelines based on flow data collected during the flow monitoring program.
The third priority CIP on Oak Street (CIP #3) is to correct a flat slope between PCH and 256th Street (MH1652-0386 to MH1652-0388) by replacing the pipeline along with the adjacent segment(s) to provide sufficient slope. The hydraulic analysis shows existing capacity in the pipeline under existing peak flow conditions with the pipeline flowing full under buildout peak flow conditions. A CCTV inspection is also recommended to locate the sewer laterals prior to design of the pipelines.
The Engineer’s opinion of the probable construction cost is shown in Table 9-6 below for each of the recommended capital improvement projects, based on the May 2024 Los Angeles Engineering News-Record (ENR) Construction Cost Index 15250. The tables include pipe unit costs per LF and estimated manhole costs. The estimated total cost includes the construction costs plus 45% for Professional Services and Contingencies (15% for design and technical services; 10% for administration, construction management, inspection, and project administration; and 20% for contingencies).
As new development projects within the City are proposed, sewer studies are recommended to evaluate projected flow and downstream sewer capacity. If the proposed development is tributary to pipelines that do not include as-built slope data in the City’s hydraulic model, these pipelines may be updated as part of the sewer study. The same would be true for pipeline replacement for structural damage. The CSMD maintains and repairs pipelines, however, the City is responsible for capacity enhancements and pipeline/manhole replacement. Where multiple defects such as cracks or sags are experienced, removal and replacements are typically recommended. These remove and replace segments should be coordinated with the CSMD and sized to provide capacity for buildout flows. In this way, the City’s sewer model will continue to be updated and provide a useful tool to ensure sufficient capacity now and moving forward. 9-8 October 2024
Tuesday, October 15, 2024 Reg CC MTG, Page *175
CITY OF LOMITA
SANITARY SEWER SYSTEM MASTER PLAN
Table 9-6
CIP Cost Estimates
Pipe
Unit
MH
Unit
Cost
No.
of
Estimated
Construction
Cost(1)
Professional
Services and
Contingencies(2) Total Cost
Diam. Length Cost Estimated
CIP Street (in)
15 8
(LF) ($/LF) MH ($/MH)
Ebony/Walnut
Cross Streets
3,350 $550
6,425 $450
9,775
16 32
48 2
$15,000
$15,000
$2,082,500
$3,371,250
$5,453,750
$167,500
$937,125 $3,019,625
1 $1,517,063 $4,888,313
Total $2,454,188 $7,907,938
DIV 1(3) Western Ave. 8
8 8
250
320
$550
$450
$450
$15,000
$15,000
$15,000
$75,375
$78,300
$242,875
$252,300
$478,500
2 248th St. 2 $174,000
3 Oak Street 600 4 $330,000 $148,500
Total 10,945 56 $6,125,250 $2,756,363 $8,881,613
(1) Based on the May 2024 Los Angeles Engineering News-Record (ENR) Construction Cost Index of 15250. (2) Equal to 45% of the construction cost and includes 15% for design and technical services, 10% for administration, construction management, and inspection, and 20% for contingencies. (3) Near-term flow diversion improvement for CIP #1. Unit cost for 8-inch pipeline is higher due to construction across Western Avenue.
9-9 October 2024
Tuesday, October 15, 2024 Reg CC MTG, Page *176
APPENDIX A
LOMITA SEWER CONDITION ASSESSMENT
PROGRAM REPORT
Tuesday, October 15, 2024 Reg CC MTG, Page *177
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Tuesday, October 15, 2024 Reg CC MTG, Page *185
ENCLOSURE 1:
Project Overview Map
Tuesday, October 15, 2024 Reg CC MTG, Page *186
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S V LO !( September 2018 !( !( Tuesday, October 15, 2024 Reg CC MTG, Page *187 ENCLOSURE 2:
• Quick Maintenance Rating Map
• High Water Levels List and Map
Tuesday, October 15, 2024 Reg CC MTG, Page *188
ENCLOSURE 2
CCTV PROJECT S PL
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179 This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts.
Los Angles County expressly disclaims any liability
for any inaccuracies which may be present in this
map. Data contained in this map is produced in
whole or part from the Thomas Bros. Maps® digital
database. This map is copyrighted, and reproduced
with permission granted, by Thomas Bros. Maps®.
All rights reserved.
177
176
!(
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512
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!( !( !(
Tuesday, October 15, 2024 Reg CC MTG, Page *189 !( !( !( !( !( ENCLOSURE 2
CCTV PROJECT
Y0TV1112C
568 572 574
239
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427
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5: MOST SIGNIFICANT
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DROP
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Non SMD Maintained MH
SMD Operations Maps
CCTV Project Area
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45 !(
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283
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281
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!(!(
288 !( !( This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts.
Los Angles County expressly disclaims any liability
for any inaccuracies which may be present in this
map. Data contained in this map is produced in
whole or part from the Thomas Bros. Maps® digital
database. This map is copyrighted, and reproduced
with permission granted, by Thomas Bros. Maps®.
All rights reserved.
!( !(
!( !( 289 !( S-1599 S-1653 !(
272273 !( 275
265 !(269!26!(8 276
264 266 267
!( (
!(
!(
!( !( !( ES DR N !( Rancho Palos Verde!(s !( !( !( ERD
S V LO PA
!( Tuesday, October 15, 2024 Reg CC MTG, Page *190 September 2018 ENCLOSURE 2
HIGH WATER LEVELS
CITY OF LOMITA (Y0TV1112C)
CORRECTIVE ACTION TAKEN
(DATE COMPLETED) ITEM NO. QMR START MH END MH STREET OBSERVATION 1 2
3 4
5 6
7 4A00
4221
4121
4111
4100
4100
3122
1651-0019
1651-0248
1651-0305
1652-0154
1651-0016
1652-0287
1652-0242
1651-0292
1651-0247
1651-0210
1652-0157
1651-0017
1652-0590
1650-0241
248TH ST High water (219' to 311' ) Rodder (7/2/2015)
NARBONNE AV
LOMITA BV
CAYUGA AV
248TH ST
Water mark: 60%
Water mark: 50%
Water mark: 50%
Sag (60%): 4'-16'
Water mark: 50%
Sag (50%): 2'-8'
Rodder (7/6/2015)
No maintenance action needed.
No maintenance action needed.
No maintenance action needed.
No maintenance action needed.
No maintenance action needed.
WALNUT ST
ALLEY
Tuesday, October 15, 2024 Reg CC MTG, Page *191
ENCLOSURE 2
H ST
CCTV PROJECT W 239T
Y0TV1112C W 241ST ST CITY OF
LOMITA
!(
!( !(
!( !( APRIL CT !(
!(
242ND ST
!(
!(
!(
!(
CALLISON ST
!(
DAWN ST !( !(
!( HIGH WATER LEVEL !(
W 243RD ST
!(
S-1597 S-1651 !(
!(
!( 241 242 !( !( !( !( !( O
!(
!( 248 !(
247 !( !( !( !( !( !( !(
!(
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!(
!( !( W 246TH PL
!(!( !( !(
!(
!( 0 330 660 990 1,320
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!(
!(
247TH ST !( Feet !(
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Torrance !(!(!(
16 17 19 292 !(
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!( W 248TH ST
!(
!(
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!(
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305
!( 210
Los Angeles !(
!( !( !( !( !( !(
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ita #*
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287
251ST ST
ALCOR ST Legend
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HIGH WATER LEVEL
SMD Manholes
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253RD ST Manhole Type
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!(
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Trunk Sewerlines !(
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Non SMD Sanitary Sewers
Non SMD Maintained MH
SMD Operations Maps
CCTV Project Area
***** !( !(
!( !(
FORRESTER DR !(
!(
!(
!(
!(
!(
This map is intended only for internal operations of the Los Angeles County Sewer Maintenance Districts.
Los Angles County expressly disclaims any liability
for any inaccuracies which may be present in this
map. Data contained in this map is produced in
whole or part from the Thomas Bros. Maps® digital
database. This map is copyrighted, and reproduced
with permission granted, by Thomas Bros. Maps®.
All rights reserved.
!(
157 W 258TH PL !( NEARCLIFF ST !(
!(
154
!(
Tuesday, October 15, 2024 Reg CC MTG, Page *192 !( September 2018 ENCLOSURE 3:
• Quick Structural Rating Report
Priority List
• Quick Structural Rating Map
Tuesday, October 15, 2024 Reg CC MTG, Page *193
ENCLOSURE 3
QUICK STRUCTURAL RATING REPORT PRIORITY LIST
CITY OF LOMITA (Y0TV1112C)
ITEM NO.
1 START MH
1652-0592
1652-0286
1652-0245
1652-0275
1651-0072
1651-0029
1651-0305
1652-0280
1653-0289
1652-0508
1652-0109
1651-0016
1652-0350
1652-0363
1653-0271
1651-0050
1651-0055
1652-0456
1652-0361
1652-0369
1652-0403
1652-0316
1652-0204
1652-0101
1652-0131
1651-0135
1651-0079
1651-0019
1651-0157
1652-0421
END MH
1652-0370
1652-0590
1652-0244
1652-0276
1651-0071
1651-0028
1651-0210
1652-0281
1653-0288
1652-0507
1652-0110
1651-0017
1652-0348
1652-0364
1653-0272
1651-0051
1651-0056
1652-TRNK
1652-0362
1652-0592
1652-0404
1652-0315
1652-0617
1652-0102
1652-0136
1651-0134
1651-0019
1651-0292
1651-0156
1652-0422
STREET OBSERVATION PROPOSED CORRECTIVE ACTION
Lining
No action needed*
No action needed*
Lining
Lining
Lining
Point repair
Lining
Point repair
No action needed*
Point repair
Point repair
Point repair
OAK STREET
ELEANOR PL
EBONY LN
APPIAN WY
247TH ST
ESHELMAN AV
LOMITA BV
APPIAN WY
EASEMENT
PACIFIC COAST HWY
262ND ST
248TH ST
ESHELMAN AV
OAK ST
ALLEY
248TH ST
Fractures, Broken
Corrosion
Broken
Fractures
Fractures
Fractures, Hole
Broken
Fractures, Broken
Fractures, Broken
Broken
Fractures, Broken
Hole
Broken
Fractures, Broken, Hole
Broken
Broken
Hole
Broken
Broken
Broken
Cracks
Broken
Broken
Broken
Hole
2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 17
18 19
20 21
22 23
24 25
26 27
28 29
30 Point repair
No action needed*
No action needed*
Point repair
No action needed*
No action needed*
No action needed*
No action needed*
Point repair
No action needed*
Lining
No action needed*
Yard investigation required
Lining
EASEMENT
PACIFIC COAST HWY
OAK ST
OAK ST
WOODWARD AV
ESHELMAN AV
EASEMENT
ALTA VISTA AV
CAYUGA AV
FALENA AV
NARBONNE AV
248TH ST
Hole
Broken
Cracks
Fractures
Fractures
No action needed*
Lining
Lining
241ST ST
ANDREO AV