McFarland City Council
August 8, 2024

MCFARLAND CITY COUNCIL
Regular Meeting Notice and Agenda
Council Chambers
103 W. Sherwood Ave, Mcfarland, CA
Website: https://www.mcfarlandcity.org/
Thursday, August 8, 2024
6:00 PM
SAUL AYON, Mayor
RICARDO CANO, Vice Mayor
AMADOR AYON, Council Member
ANITA GONZALEZ, Council Member
MARIA PEREZ, Council Member
VIEW THE MEETING RECORDINGS ONLINE at www.mcfarlandcity.org/AgendaCenterRecordings will be available approximately one week following the meeting.

HOW TO SUBMIT PUBLIC COMMENTS: The meetings of the City Council and all municipal entities, commissions, and boards (“the City”) are open to the public. At regularly scheduled meetings, members of the public may address the city on any item listed on the agenda, or on any non-listed matter over which the city has jurisdiction. At special or emergency meetings, members of the public may only address the city on items listed on the agenda. There is a time limitation of two minutes per person. For any item that is not on the agenda and within the jurisdiction or interest of the city, please come to the podium at this time. The Brown Act does not permit any action or discussion on items not listed on the agenda. If you wish to speak regarding a scheduled agenda item, please come to the podium when the item number and subject matter are announced, and the mayor opens Public Comment on the item. When recognized, please begin by providing your name and address for the record (optional). Anyone wishing to submit written information at the meeting needs to furnish ten (10) copies to the City Clerk in advance to allow for distribution to City Council, staff, and the media.

Willful disruption of the meeting shall not be permitted. If the Mayor finds that there is in fact willful disruption of any City Council Meeting, he/she may order the disrupting parties out of the room and subsequently conduct the City’s business without them present.

PUBLIC ACCOMMODATIONS: The City of McFarland does not discriminate based on disability and complies with the provisions of the Americans with Disabilities Act (ADA). If you need special assistance to participate in this meeting, please contact the City Clerk’s Office at (661) 792-3091 at least 48 hours prior to the meeting to make reasonable arrangements to ensure accessibility to this meeting.

INTERPRETATION: If you need an interpretation of your communications to the City Council into English, please contact the City Clerk Department at 661-792-3091 ext. 2135 at least 48 hours prior to the meeting.

CALL TO ORDER: Mayor Saul Ayon

ROLL CALL:

Mayor/Chair, Saul Ayon
Vice Mayor/Vice-Chair, Ricardo Cano
Council Member/Board Member, Amador Ayon
Council Member/Board Member, Anita Gonzalez
Council Member/Board Member, Maria T. Pérez
INVOCATION: Council Member Maria Perez

PLEDGE OF ALLEGIANCE
FEATURED PET:

Is a feature that highlights a pet available for adoption from the McFarland Animal Shelter. ● Kennel Card: Sean

PRESENTATIONS, INTRODUCTIONS AND AWARDS

1. Introduction of New City Employees

2. Fire Update: Kern County Fire & Central Valley Almond Association

3. Presentation of Sewer Master Plan
PUBLIC COMMENT: The public may address the Council/Board Member on items, which do not appear on the agenda. Council/Board Members may respond briefly to statements made or questions posed. They may ask a question for clarification; may refer the item to staff for further study or for placement on a future agenda. Speakers are limited to two minutes for each person.

Please state your name and address for the record prior to making a presentation. Fifteen minutes total will be allowed for any one subject.

COUNCIL COMMENTS

DEPARTMENTAL REPORTS
CONSENT AGENDA: The Consent Agenda consists of items that in staff’s opinion are routine and non-controversial. These items are approved in one motion unless a Council Member/ Board Member or Member from the Public requests to remove a particular item.

4. Approval of Expense Report in the Amount of $1,060,803.30 from 7/13/2024 to 7/26/2024.

5. Approval of Payroll Report for the Month of July 2024 in the Amount of $341,675.39.

6. Second reading, by title only, and adopt Ordinance 6-2024 AN ORDINANCE OF THE CITY

OF MCFARLAND AMENDING THE MCFARLAND MUNICIPAL CODE CHAPTER

2.04.101 RELATING TO CITY COUNCIL MEETINGS

7. APPROVAL OF TRAVEL AND TRAINING EXPENSES EXCEEDING $500.00 PER TRIP FOR THE K-9 POLICE OFFICER TO ATTEND THE K-9 POLICE AND MILITARY WORKING DOG CONFERENCE ON SEPTEMBER 10-12, 2024, IN NASHVILLE,

TENNESSEE AND FOR THE CHIEF OF POLICE TO ATTEND THE KERN CHIEF'S CONFERENCE ON SEPTEMBER 3, 2024, IN PISMO, CALIFORNIA.

8. Receive and File Sewer Collection Master Plan

PUBLIC HEARINGS

9. Introduce, by title only Ordinance 11-2024, AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF MCFARLAND AMENDING CHAPTER 5.04 OF THE MCFARLAND

MUNICIPAL CODE RELATING TO BUSINESS LICENSES

ADMINISTRATIVE AGENDA

REPORTS FROM CITY COUNCIL ON COMMITTEE/SPECIAL DISTRICT MEETINGS a. Kern Council of Governments (KCOG)
b. Kern Economic Development Corp. (KEDC)
c. Kern Local Agency Formation Commission (LAFCO)
d. Delano Mosquito Abatement District (DMAD)
e. Poso Creek (IRWMP)
f. San Joaquin Valley Air Pollution Control District (SJV) g. Public Policy and Finance Committee
h. Public Safety Committee
COUNCIL STATEMENTS AND REPORTS:

On their own initiative, Council Members may make a brief announcement or a brief report on their own activities. In addition, Council Members may ask a question of staff or the public for clarification on any matter, provide a reference to staff or other resources for information. Alternatively, request staff to report to the City Council at a later meeting concerning any matter. Furthermore, the City Council, or any member thereof, may take action to direct staff to place a matter of business on a future agenda.

CLOSED SESSION

ADJOURNMENT
This is to certify this agenda was posted at McFarland City Hall on August 5, 2024 Paul M. Saldana, Interim City Clerk
Deigo Viramontes, City Manager
Next Meeting: Regular City Council August 22, 2024
The City of McFarland does not discriminate based on disability and complies with the provisions of

the Americans with Disabilities Act (ADA). If you need special assistance to participate in this meeting, please contact the City Clerk’s Office at (661) 792-3091 at least 48 hours prior to the meeting to make reasonable arrangements to ensure accessibility to this meeting. Special meeting needs hour change
All agenda item and/or supporting documentation is available for public review on the city website at www.mcfarlandcity.org and the office of the City Clerk of the City of McFarland, at 401 W, Kern Ave.

McFarland, CA 93250 during regular business hours of 8:00 am – 5:00 pm Monday through Friday, following the posting of the agenda. Any supporting documentation related to an agenda item for an open session of any regular meeting that is distributed after the agenda is posted and prior to the meeting will also be available for review at the same location and available at the meeting.

12941 Melcher Road, McFarland, CA. 93250 Phone: (661) 792-2121 MCFARLAND POLICE DEPARTMENT. 401 WEST KERN AVENUE, MCFARLAND, CA 93250 (661) 792-2121 MCFARLAND POLICE DEPARTMENT: ANIMAL CONTROL OFFICE

KENNEL IDENTIFICATION CARD
Intake ID: 221219-0001
Breed: Pit Mix
Color: Black/Brown
Sex: Male
Age: 2-3 yrs
Weight: 50 lbs.

Chip/Tag: None
Collar Type: None
Arrival Date: 12/22/2022
Arrival Reason: Abandoned
Brought in by: ACO Rivera
Status: Available
Location of
Impound:

Abandoned at
Shelter
Available Date: 12/22/2022
DAPP Vaccine: 12/19/2022
Stickers Here:

SEAN
NOTES: Sean is a very playful dog. He
has a lot of energy and loves to play with
water. He is leash friendly and is
looking for a forever home.

Panacur: 12/20, 12/21, 12/22

8/1/2024 9:55:36 AM Page 1 of 13
Expense Approval Report
City of McFarland, CA By Vendor Name
Payment Dates 7/13/2024 - 7/26/2024
Vendor Name Payable Number Post Date Description (Item) Account Number Amount Vendor: American Fidelity - American Fidelity
American Fidelity INV0027618 07/25/2024 American Fidelity Accident 1 01-22800-0000-1 19.34 American Fidelity INV0027619 07/25/2024 Life 1 01-22900-0000-1 9.81 American Fidelity INV0027620 07/25/2024 American Fidelity - Disability I…01-22700-0000-1 148.58 American Fidelity INV0027621 07/25/2024 Life 1 01-22900-0000-1 35.07 American Fidelity INV0027622 07/25/2024 Life 2 01-22900-0000-1 24.00 American Fidelity INV0027634 07/25/2024 Cancer 1 American Fidelity 01-22950-0000-1 13.53 American Fidelity INV0027643 07/25/2024 American Fidelity Accident 2* …30-22800-0000-1 27.45 American Fidelity INV0027643 07/25/2024 American Fidelity Accident 2* …34-22800-0000-1 15.41 American Fidelity INV0027644 07/25/2024 Life 1 34-22900-0000-1 9.81 American Fidelity INV0027645 07/25/2024 American Fidelity - Disability I…01-22700-0000-1 23.94 American Fidelity INV0027645 07/25/2024 American Fidelity - Disability I…30-22700-0000-1 35.69 American Fidelity INV0027645 07/25/2024 American Fidelity - Disability I…31-22700-0000-1 11.64 American Fidelity INV0027645 07/25/2024 American Fidelity - Disability I…32-22700-0000-1 14.31 American Fidelity INV0027645 07/25/2024 American Fidelity - Disability I…34-22700-0000-1 30.76 American Fidelity INV0027646 07/25/2024 Health FSA 01-22600-0000-1 19.23 American Fidelity INV0027647 07/25/2024 Life 1 01-22900-0000-1 21.01 American Fidelity INV0027647 07/25/2024 Life 1 20-22900-0000-1 6.33 American Fidelity INV0027647 07/25/2024 Life 1 30-22900-0000-1 35.80 American Fidelity INV0027647 07/25/2024 Life 1 31-22900-0000-1 8.10 American Fidelity INV0027647 07/25/2024 Life 1 32-22900-0000-1 9.02 American Fidelity INV0027647 07/25/2024 Life 1 34-22900-0000-1 34.33 American Fidelity INV0027648 07/25/2024 Life 2 34-22900-0000-1 13.85 American Fidelity INV0027660 07/25/2024 Cancer 1 American Fidelity 34-22950-0000-1 8.12 American Fidelity INV0027661 07/25/2024 Cancer 2* - American Fidelity … 34-22950-0000-1 16.65 Vendor American Fidelity - American Fidelity Total: 591.78 Vendor: American Office Solu - American Office Solutions, LLC American Office Solutions, LLC INV 22709 07/23/2024 INV 22709 City of McFarland … 01-310-52200-0000-1 3,600.00 American Office Solutions, LLC INV 22889 07/23/2024 INV 22889 EWaste Fee MPD Ti…01-310-52200-0000-1 244.22 American Office Solutions, LLC INV 22921 07/23/2024 INV 22921 MPD Ticket Mileage…01-310-52200-0000-1 100.00 American Office Solutions, LLC INV 22959 07/23/2024 INV 22959 Monthly Contract … 01-310-52200-0000-1 3,600.00 Vendor American Office Solu - American Office Solutions, LLC Total: 7,544.22 Vendor: Arredondo Automotive - Arredondo Automotive Group Arredondo Automotive Group Inv. 292811 07/23/2024 Inv. 292811 Animal Control F3…01-155-56600-0000-1 85.14 Arredondo Automotive Group Inv. 293037 07/23/2024 Inv. 293037 Unit 52 - Reinstall… 01-150-56600-0000-1 342.86 Arredondo Automotive Group Inv. 293158 07/23/2024 Inv. 293158 Unit 55 - Windshie…01-150-56600-0000-1 678.87 Arredondo Automotive Group Inv. 293448 07/23/2024 Inv. 293448 Unit 28 - Shifter C… 01-150-56600-0000-1 690.00 Arredondo Automotive Group Inv. 293546 07/23/2024 Inv. 293546 Unit 48 - 2 Tires /… 01-150-56600-0000-1 718.76 Vendor Arredondo Automotive - Arredondo Automotive Group Total: 2,515.63 Vendor: At&t Mobility - At&t Mobility
At&t Mobility AT&T July 2024 Monthly 2872… 07/16/2024 AT&T July 2024 Monthly 2872… 01-105-57800-0000-1 22.36 At&t Mobility AT&T July 2024 Monthly 2872… 07/16/2024 AT&T July 2024 Monthly 2872… 01-110-57800-0000-1 28.97 At&t Mobility AT&T July 2024 Monthly 2872… 07/16/2024 AT&T July 2024 Monthly 2872… 01-115-57800-0000-1 42.80 At&t Mobility AT&T July 2024 Monthly 2872… 07/16/2024 AT&T July 2024 Monthly 2872… 01-140-57800-0000-1 13.79 At&t Mobility AT&T July 2024 Monthly 2872… 07/16/2024 AT&T July 2024 Monthly 2872… 01-155-57800-0000-1 13.79 At&t Mobility AT&T July 2024 Monthly 2872… 07/16/2024 AT&T July 2024 Monthly 2872… 01-160-57800-0000-1 13.79 At&t Mobility AT&T July 2024 Monthly 2872… 07/16/2024 AT&T July 2024 Monthly 2872… 01-165-57800-0000-1 69.67 At&t Mobility AT&T July 2024 Monthly 2872… 07/16/2024 AT&T July 2024 Monthly 2872… 01-175-57800-0000-1 13.79 At&t Mobility AT&T July 2024 Monthly 2872… 07/16/2024 AT&T July 2024 Monthly 2872… 30-500-57800-0000-1 130.96 At&t Mobility AT&T July 2024 Monthly 2872… 07/16/2024 AT&T July 2024 Monthly 2872… 31-505-57800-0000-1 14.27 At&t Mobility AT&T July 2024 Monthly 2872… 07/16/2024 AT&T July 2024 Monthly 2872… 32-510-57800-0000-1 130.96 At&t Mobility AT&T July 2024 Monthly 2873… 07/16/2024 AT&T July 2024 Monthly 2873… 01-180-57800-0000-1 45.05 At&t Mobility AT&T July 2024 Monthly 2873… 07/16/2024 AT&T July 2024 Monthly 2873… 20-200-57800-0000-1 9.01

Expense Approval Report Payment Dates: 7/13/2024 - 7/26/2024 8/1/2024 9:55:36 AM Page 2 of 13
Vendor Name Payable Number Post Date Description (Item) Account Number Amount At&t Mobility AT&T July 2024 Monthly 2873… 07/16/2024 AT&T July 2024 Monthly 2873… 30-500-57800-0000-1 193.64 At&t Mobility AT&T July 2024 Monthly 2873… 07/16/2024 AT&T July 2024 Monthly 2873… 32-510-57800-0000-1 188.60 At&t Mobility AT&T July 2024 Monthly 2873… 07/16/2024 AT&T July 2024 Monthly 2873… 34-520-57800-0000-1 45.05 Vendor At&t Mobility - At&t Mobility Total: 976.50
Vendor: Auto Zone - Auto Zone
Auto Zone INV 6270914682 07/23/2024 INV 6270914682 Streets- Vehi…01-180-56600-0000-1 40.03 Auto Zone Inv. 6270906334 07/23/2024 Inv. 6270906334 Vehicle Main…01-150-56600-0000-1 31.37 Vendor Auto Zone - Auto Zone Total: 71.40
Vendor: Berchtold Equipment - Berchtold Equipment
Berchtold Equipment INV P25705 07/23/2024 INV P25705 Mower Blade 01-180-57400-0000-1 167.64 Vendor Berchtold Equipment - Berchtold Equipment Total: 167.64 Vendor: the round up - Bramaloma Inc
Bramaloma Inc Inv. 0082675 07/23/2024 Inv. 0082675 - K9 Police Progr… 01-150-56000-0000-1 80.09 Vendor the round up - Bramaloma Inc Total: 80.09
Vendor: Brenntag - Brenntag Pacific Inc.

Brenntag Pacific Inc. IN BPI434858 07/23/2024 IN BPI434858 Garzoli Well Sul… 32-510-57400-0000-1 1,631.95 Brenntag Pacific Inc. INV BPI440833 07/23/2024 INV BPI440833 Well #6 L A Ch… 32-510-57400-0000-1 1,688.59 Brenntag Pacific Inc. INV BPI441224 07/23/2024 INV BPI441224 Garzoili Well L… 32-510-57400-0000-1 3,067.88 Brenntag Pacific Inc. INV BPI444305 07/23/2024 INV BPI444305 Browning Well…32-510-58200-0000-1 777.39 Vendor Brenntag - Brenntag Pacific Inc. Total: 7,165.81 Vendor: Brink's, Inc. - Brink's, Inc.

Brink's, Inc. INV 6705272 07/15/2024 INV 6705272 Billing Period 06… 01-130-51200-0000-1 133.80 Brink's, Inc. INV 6705272 07/15/2024 INV 6705272 Billing Period 06… 30-500-51200-0000-1 133.80 Brink's, Inc. INV 6705272 07/15/2024 INV 6705272 Billing Period 06… 31-505-51200-0000-1 133.80 Brink's, Inc. INV 6705272 07/15/2024 INV 6705272 Billing Period 06… 32-510-51200-0000-1 133.80 Vendor Brink's, Inc. - Brink's, Inc. Total: 535.20
Vendor: BSK ASSOCIATES - BSK ASSOCIATES
BSK ASSOCIATES INV AH16567 07/23/2024 INV AH16567 Quanti-Tray 51 … 32-510-58200-0000-1 160.00 BSK ASSOCIATES INV AH16568 07/23/2024 INV AH16568 Quanti-Tray 51 … 32-510-58200-0000-1 130.00 BSK ASSOCIATES INV AH16674 07/23/2024 INV AH16674 Quanti-Tray 51 … 32-510-58200-0000-1 130.00 BSK ASSOCIATES INV AH17015 07/23/2024 INV AH17015 Garzoli Well Ars… 32-510-58200-0000-1 100.00 BSK ASSOCIATES INV AH17053 07/23/2024 INV AH17053 Arsemic CA DW …32-510-58200-0000-1 190.00 BSK ASSOCIATES INV AH17063 07/23/2024 INV AH17063 BOD Chloride T… 32-510-58200-0000-1 280.00 BSK ASSOCIATES INV AH17081 07/23/2024 INV AH17081 Quanti-Tray 51 … 32-510-58200-0000-1 688.00 BSK ASSOCIATES INV AH17452 07/23/2024 INV AH17452 Nitrate TCP 32-510-58200-0000-1 285.00 Vendor BSK ASSOCIATES - BSK ASSOCIATES Total: 1,963.00
Vendor: CALCLEAN - Cal Clean LLC
Cal Clean LLC INV 0000290 07/23/2024 INV 0000290 Cal Clean City Co…01-190-52200-0000-1 280.00 Cal Clean LLC INV 0000291 07/23/2024 INV 0000291 Cal Clean Service…01-190-52200-0000-1 920.00 Vendor CALCLEAN - Cal Clean LLC Total: 1,200.00
Vendor: California Police - California Police
California Police Inv. 6601 07/23/2024 Inv. 6601 2024-2025 CPCA Du… 01-150-53200-0000-1 365.00 Vendor California Police - California Police Total: 365.00 Vendor: Vulcan Materials Co - CalMat Co.

CalMat Co. INV 478616 Finance Charge 07/15/2024 INV 478616 Finance Charge 32-510-56410-0000-1 35.25 CalMat Co. INV 74061705 07/23/2024 INV 74061705 San Emidio San… 01-180-57400-0000-1 969.99 Vendor Vulcan Materials Co - CalMat Co. Total: 1,005.24 Vendor: Cannon - Cannon Corporation
Cannon Corporation INV 88803 07/23/2024 Invoice #88029 Engineer servi… 30-500-56000-7820-1 18,549.83 Vendor Cannon - Cannon Corporation Total: 18,549.83
Vendor: Cheri Diebel - Cheri Diebel
Cheri Diebel INV0027604 07/23/2024 Veteran Hall Deposit Refund -… 01-24000-0000-1 350.00 Vendor Cheri Diebel - Cheri Diebel Total: 350.00
Vendor: Cintas - Cintas Corporation No.3
Cintas Corporation No.3 Inv. 5220604008 07/23/2024 Inv. 5220604008 - AED PD 01-150-56000-0000-1 70.33 Vendor Cintas - Cintas Corporation No.3 Total: 70.33

Expense Approval Report Payment Dates: 7/13/2024 - 7/26/2024 8/1/2024 9:55:36 AM Page 3 of 13
Vendor Name Payable Number Post Date Description (Item) Account Number Amount Vendor: CivicPlus - CivicPlus LLC
CivicPlus LLC Inv. 306385 07/15/2024 Inv. 306385 City Website Fees 01-130-56000-0000-1 497.08 Vendor CivicPlus - CivicPlus LLC Total: 497.08
Vendor: Clearsource Financia - Clearsource Financial Consulting Clearsource Financial Consulti… INV UFS0624-448 07/15/2024 INV UFS0624-448 Progress Bill…01-140-56000-0000-1 3,700.00 Vendor Clearsource Financia - Clearsource Financial Consulting Total: 3,700.00 Vendor: Consolidated Electri - Consolidated Electrical Distributors, Inc Consolidated Electrical Distrib… INV 0332-1103048 07/23/2024 INV 0332-1103048 A/C Repair 30-500-56400-0000-1 2,983.06 Vendor Consolidated Electri - Consolidated Electrical Distributors, Inc Total: 2,983.06 Vendor: Core & Main LP - Core & Main LP
Core & Main LP INV 0008573 07/23/2024 INV 0008573 pH Buffer Soluti… 32-510-57400-0000-1 509.15 Core & Main LP INV U995784 07/23/2024 INV U995784 Water Dept. Su… 32-510-57400-0000-1 187.27 Vendor Core & Main LP - Core & Main LP Total: 696.42
Vendor: De Lage Landen - De Lage Landen Financial Services Inc De Lage Landen Financial Serv… INV 587943134 07/16/2024 INV 587943134 08/01/2024 5… 01-130-52200-0000-1 117.99 De Lage Landen Financial Serv… INV 587959913 07/23/2024 INV 587959913 07/07/2024 5… 01-150-52200-0000-1 113.66 Vendor De Lage Landen - De Lage Landen Financial Services Inc Total: 231.65 Vendor: Dee Jaspar - Dee Jaspar & Associates, Inc
Dee Jaspar & Associates, Inc INV 24-00628 07/23/2024 INV 24-00628 Storage Tank Fill…32-510-56000-0000-1 528.50 Dee Jaspar & Associates, Inc INV 24-00629 07/23/2024 INV 24-00629 Browning Well T…32-510-56000-0000-1 20,207.25 Vendor Dee Jaspar - Dee Jaspar & Associates, Inc Total: 20,735.75 Vendor: DSI - DocuSign, INC.

DocuSign, INC. INV 111100357816 07/23/2024 DocuSign INV 111100357816 … 01-130-56000-0000-1 2,990.00 Vendor DSI - DocuSign, INC. Total: 2,990.00
Vendor: DOM Solar - DOM Solar Lessor LTD.

DOM Solar Lessor LTD. INV 33635628 07/15/2024 INV 33635628 June 24 Monthl…32-510-58000-0000-1 7,322.89 Vendor DOM Solar - DOM Solar Lessor LTD. Total: 7,322.89 Vendor: EDD - EDD
EDD INV0027609 07/25/2024 SDI - State Disability Insurance 30-22200-0000-1 3.27 EDD INV0027613 07/25/2024 State Income Tax Withholding 01-22200-0000-1 70.95 EDD INV0027614 07/25/2024 SDI - State Disability Insurance 01-22200-0000-1 26.42 EDD INV0027637 07/25/2024 State Income Tax Withholding 01-22200-0000-1 2,663.09 EDD INV0027637 07/25/2024 State Income Tax Withholding 30-22200-0000-1 6.20 EDD INV0027637 07/25/2024 State Income Tax Withholding 32-22200-0000-1 6.22 EDD INV0027638 07/25/2024 SDI - State Disability Insurance 01-22200-0000-1 802.73 EDD INV0027638 07/25/2024 SDI - State Disability Insurance 30-22200-0000-1 1.81 EDD INV0027638 07/25/2024 SDI - State Disability Insurance 32-22200-0000-1 1.80 EDD INV0027665 07/25/2024 State Income Tax Withholding 01-22200-0000-1 904.57 EDD INV0027665 07/25/2024 State Income Tax Withholding 20-22200-0000-1 34.92 EDD INV0027665 07/25/2024 State Income Tax Withholding 30-22200-0000-1 569.14 EDD INV0027665 07/25/2024 State Income Tax Withholding 31-22200-0000-1 242.05 EDD INV0027665 07/25/2024 State Income Tax Withholding 32-22200-0000-1 384.62 EDD INV0027665 07/25/2024 State Income Tax Withholding 34-22200-0000-1 26.58 EDD INV0027666 07/25/2024 SDI - State Disability Insurance 01-22200-0000-1 355.07 EDD INV0027666 07/25/2024 SDI - State Disability Insurance 20-22200-0000-1 35.50 EDD INV0027666 07/25/2024 SDI - State Disability Insurance 30-22200-0000-1 224.10 EDD INV0027666 07/25/2024 SDI - State Disability Insurance 31-22200-0000-1 83.77 EDD INV0027666 07/25/2024 SDI - State Disability Insurance 32-22200-0000-1 228.85 EDD INV0027666 07/25/2024 SDI - State Disability Insurance 34-22200-0000-1 20.32 EDD INV0027667 07/25/2024 State Unemployment Insuran… 01-22250-0000-1 118.19 EDD INV0027667 07/25/2024 State Unemployment Insuran… 30-22250-0000-1 6.01 EDD INV0027667 07/25/2024 State Unemployment Insuran… 31-22250-0000-1 6.01 EDD INV0027667 07/25/2024 State Unemployment Insuran… 32-22250-0000-1 6.03 EDD INV0027668 07/25/2024 Employment Training Tax 01-22275-0000-1 2.52 EDD INV0027668 07/25/2024 Employment Training Tax 30-22275-0000-1 0.13 EDD INV0027668 07/25/2024 Employment Training Tax 31-22275-0000-1 0.13

Expense Approval Report Payment Dates: 7/13/2024 - 7/26/2024 8/1/2024 9:55:36 AM Page 4 of 13
Vendor Name Payable Number Post Date Description (Item) Account Number Amount EDD INV0027668 07/25/2024 Employment Training Tax 32-22275-0000-1 0.12 Vendor EDD - EDD Total: 6,831.12
Vendor: EFTPS - Electronic Federal Tax Payment System
Electronic Federal Tax Paymen…INV0027608 07/25/2024 Social Security 30-22100-0000-1 36.88 Electronic Federal Tax Paymen…INV0027610 07/25/2024 Medicare 30-22150-0000-1 8.62 Electronic Federal Tax Paymen…INV0027611 07/25/2024 Federal Income Tax Withholdi… 01-22050-0000-1 180.83 Electronic Federal Tax Paymen…INV0027612 07/25/2024 Social Security 01-22100-0000-1 297.88 Electronic Federal Tax Paymen…INV0027615 07/25/2024 Medicare 01-22150-0000-1 69.66 Electronic Federal Tax Paymen…INV0027635 07/25/2024 Federal Income Tax Withholdi… 01-22050-0000-1 6,098.00 Electronic Federal Tax Paymen…INV0027635 07/25/2024 Federal Income Tax Withholdi… 30-22050-0000-1 14.97 Electronic Federal Tax Paymen…INV0027635 07/25/2024 Federal Income Tax Withholdi… 32-22050-0000-1 14.94 Electronic Federal Tax Paymen…INV0027636 07/25/2024 Social Security 01-22100-0000-1 9,048.68 Electronic Federal Tax Paymen…INV0027636 07/25/2024 Social Security 30-22100-0000-1 20.36 Electronic Federal Tax Paymen…INV0027636 07/25/2024 Social Security 32-22100-0000-1 20.36 Electronic Federal Tax Paymen…INV0027639 07/25/2024 Medicare 01-22150-0000-1 2,116.22 Electronic Federal Tax Paymen…INV0027639 07/25/2024 Medicare 30-22150-0000-1 4.76 Electronic Federal Tax Paymen…INV0027639 07/25/2024 Medicare 32-22150-0000-1 4.74 Electronic Federal Tax Paymen…INV0027663 07/25/2024 Federal Income Tax Withholdi… 01-22050-0000-1 2,042.15 Electronic Federal Tax Paymen…INV0027663 07/25/2024 Federal Income Tax Withholdi… 20-22050-0000-1 113.86 Electronic Federal Tax Paymen…INV0027663 07/25/2024 Federal Income Tax Withholdi… 30-22050-0000-1 901.28 Electronic Federal Tax Paymen…INV0027663 07/25/2024 Federal Income Tax Withholdi… 31-22050-0000-1 354.51 Electronic Federal Tax Paymen…INV0027663 07/25/2024 Federal Income Tax Withholdi… 32-22050-0000-1 646.20 Electronic Federal Tax Paymen…INV0027663 07/25/2024 Federal Income Tax Withholdi… 34-22050-0000-1 121.63 Electronic Federal Tax Paymen…INV0027664 07/25/2024 Social Security 01-22100-0000-1 4,002.66 Electronic Federal Tax Paymen…INV0027664 07/25/2024 Social Security 20-22100-0000-1 400.12 Electronic Federal Tax Paymen…INV0027664 07/25/2024 Social Security 30-22100-0000-1 2,526.26 Electronic Federal Tax Paymen…INV0027664 07/25/2024 Social Security 31-22100-0000-1 944.32 Electronic Federal Tax Paymen…INV0027664 07/25/2024 Social Security 32-22100-0000-1 2,579.76 Electronic Federal Tax Paymen…INV0027664 07/25/2024 Social Security 34-22100-0000-1 229.02 Electronic Federal Tax Paymen…INV0027669 07/25/2024 Medicare 01-22150-0000-1 936.18 Electronic Federal Tax Paymen…INV0027669 07/25/2024 Medicare 20-22150-0000-1 93.58 Electronic Federal Tax Paymen…INV0027669 07/25/2024 Medicare 30-22150-0000-1 590.84 Electronic Federal Tax Paymen…INV0027669 07/25/2024 Medicare 31-22150-0000-1 220.84 Electronic Federal Tax Paymen…INV0027669 07/25/2024 Medicare 32-22150-0000-1 603.30 Electronic Federal Tax Paymen…INV0027669 07/25/2024 Medicare 34-22150-0000-1 53.56 Vendor EFTPS - Electronic Federal Tax Payment System Total: 35,296.97 Vendor: Fastenal Company - Fastenal Company
Fastenal Company INV CADEL 113701 07/15/2024 INV CADEL 113701 Building R… 01-185-56400-0000-1 42.83 Fastenal Company INV CADEL 113746 07/15/2024 INV CADEL 113746 QwikStik 01-185-56400-0000-1 97.43 Vendor Fastenal Company - Fastenal Company Total: 140.26 Vendor: Frontier - Frontier California Inc.

Frontier California Inc. Frontier July 2024 661792016… 07/16/2024 Frontier July 2024 661792016… 01-150-57800-0000-1 253.88 Frontier California Inc. Frontier July 24 66179233910… 07/16/2024 Frontier July 24 66179233910… 30-500-57800-0000-1 225.31 Vendor Frontier - Frontier California Inc. Total: 479.19 Vendor: gotocom - GoTo Communications Inc
GoTo Communications Inc INV7103059127 07/23/2024 INV7103059127 GoTo Monthl… 01-105-57800-0000-1 8.61 GoTo Communications Inc INV7103059127 07/23/2024 INV7103059127 GoTo Monthl… 01-110-57800-0000-1 26.91 GoTo Communications Inc INV7103059127 07/23/2024 INV7103059127 GoTo Monthl… 01-115-57800-0000-1 30.14 GoTo Communications Inc INV7103059127 07/23/2024 INV7103059127 GoTo Monthl… 01-140-57800-0000-1 30.14 GoTo Communications Inc INV7103059127 07/23/2024 INV7103059127 GoTo Monthl… 01-150-57800-0000-1 258.35 GoTo Communications Inc INV7103059127 07/23/2024 INV7103059127 GoTo Monthl… 01-155-57800-0000-1 8.61 GoTo Communications Inc INV7103059127 07/23/2024 INV7103059127 GoTo Monthl… 01-160-57800-0000-1 8.61 GoTo Communications Inc INV7103059127 07/23/2024 INV7103059127 GoTo Monthl… 01-165-57800-0000-1 24.33 GoTo Communications Inc INV7103059127 07/23/2024 INV7103059127 GoTo Monthl… 01-175-57800-0000-1 30.14 GoTo Communications Inc INV7103059127 07/23/2024 INV7103059127 GoTo Monthl… 01-180-57800-0000-1 35.95 GoTo Communications Inc INV7103059127 07/23/2024 INV7103059127 GoTo Monthl… 20-200-57800-0000-1 0.65 GoTo Communications Inc INV7103059127 07/23/2024 INV7103059127 GoTo Monthl… 30-500-57800-0000-1 153.50 GoTo Communications Inc INV7103059127 07/23/2024 INV7103059127 GoTo Monthl… 31-505-57800-0000-1 63.51

Expense Approval Report Payment Dates: 7/13/2024 - 7/26/2024 8/1/2024 9:55:36 AM Page 5 of 13
Vendor Name Payable Number Post Date Description (Item) Account Number Amount GoTo Communications Inc INV7103059127 07/23/2024 INV7103059127 GoTo Monthl… 32-510-57800-0000-1 138.66 Vendor gotocom - GoTo Communications Inc Total: 818.11
Vendor: Grainger - Grainger
Grainger INV 9185516920 07/23/2024 INV 9185516920 WWTP Oper… 30-500-57400-0000-1 172.32 Vendor Grainger - Grainger Total: 172.32
Vendor: Granite Auto Parts I - Granite Auto Parts Inc
Granite Auto Parts Inc INV 845625 Sip Pump 07/16/2024 INV 845625 Sip Pump 32-510-56600-0000-1 5.94 Granite Auto Parts Inc INV 845646 07/16/2024 INV 845646 Streets Vehicle M… 01-180-56600-0000-1 30.84 Granite Auto Parts Inc INV 845122 07/23/2024 INV 845122 32-510-56410-0000-1 51.87 Granite Auto Parts Inc INV 846026 07/23/2024 INV 846026 Water Swivel for … 32-510-57400-0000-1 35.71 Granite Auto Parts Inc INV 846044 07/23/2024 INV 846044 Streets Vehicle M… 01-180-56600-0000-1 24.89 Granite Auto Parts Inc INV 846076 07/23/2024 INV 846076 WWTP Vehicle Ma…30-500-56600-0000-1 649.49 Granite Auto Parts Inc INV 846101 07/23/2024 INV 846101 Streets Dept. Vehi…01-180-56600-0000-1 874.60 Granite Auto Parts Inc INV 846232 07/23/2024 INV 846232 WWTP Vehicle Sq… 30-500-56600-0000-1 11.90 Vendor Granite Auto Parts I - Granite Auto Parts Inc Total: 1,685.24 Vendor: HDL and Associates - Hinderliter, de Llamas & Associates Hinderliter, de Llamas & Assoc…HDL INV SIN040092 07/23/2024 HDL INV SIN040092 Q4/2023 … 01-130-56000-0000-1 600.00 Hinderliter, de Llamas & Assoc…INV SIN039763 07/23/2024 HDL INV SIN039763 Q4/2023 … 01-130-56000-0000-1 1,399.74 Vendor HDL and Associates - Hinderliter, de Llamas & Associates Total: 1,999.74 Vendor: Hodges - Hodges Law Group
Hodges Law Group INV 00583 07/23/2024 INV 00583 Administration Leg… 01-130-56100-0000-1 1,165.50 Hodges Law Group INV 00583 07/23/2024 INV 00583 Reimbursable Legal…01-130-56100-0000-1 237.00 Hodges Law Group INV 00583 07/23/2024 INV 00583 Public Works Legal …01-130-56100-0000-1 504.00 Hodges Law Group INV 00583 07/23/2024 INV 00583 City Council Legal S…01-130-56100-0000-1 1,110.00 Hodges Law Group INV 00583 07/23/2024 INV 00583 Contractual Fee Le… 01-130-56100-0000-1 980.50 Hodges Law Group INV 00583 07/23/2024 INV 00583 Human Resources … 01-130-56100-0000-1 2,551.50 Hodges Law Group INV 00583 07/23/2024 INV 00583 Community Dev. L… 01-130-56100-0000-1 2,821.00 Hodges Law Group INV 00583 07/23/2024 INV 00583 Police Depart. Legal…01-130-56100-0000-1 721.50 Vendor Hodges - Hodges Law Group Total: 10,091.00
Vendor: Home Depot - Home Depot
Home Depot CC #2532 06.28.24 Home Dep… 07/15/2024 CC #2532 06.28.24 Home Dep… 20-200-57400-0000-1 163.32 Home Depot CC #2532 07.01.24 LLMD Supp…07/16/2024 CC #2532 07.01.24 LLMD Supp…20-200-57400-0000-1 161.34 Home Depot CC #2532 07.03.24 Water Dep…07/16/2024 CC #2532 07.03.24 Water Dep…32-510-57400-0000-1 431.92 Home Depot INV 3973626 07/16/2024 INV 3973626 WWTP Concrete… 30-500-56400-0000-1 55.00 Home Depot INV 4534562 07/16/2024 INV 4534562 PVC & Anti-Siph… 20-200-57400-0000-1 198.32 Home Depot INV 5973926 07/16/2024 INV 5973926 Builing Repair a… 30-500-56400-0000-1 304.64 Home Depot INV 5973927 07/16/2024 INV 5973927 Water Dept.- Op… 32-510-57400-0000-1 75.74 Home Depot INV 3083750 07/23/2024 INV 3083750 Streets Dept. Op…01-180-57400-0000-1 328.21 Home Depot INV 7543646 07/23/2024 INV 7543646 Facilities Building…01-190-56400-0000-1 62.46 Vendor Home Depot - Home Depot Total: 1,780.95
Vendor: Interwest Consulting - Interwest Consulting Group, Inc Interwest Consulting Group, I… INV 406185 07/15/2024 INV 406185 InterWest Hourly … 01-160-51400-0000-1 4,010.63 Interwest Consulting Group, I… INV 406580 07/15/2024 INV 406580 InterWest Hourly … 01-160-51400-0000-1 190.00 Interwest Consulting Group, I… INV 85739 07/15/2024 INV 85739 Interwest Plan Che… 01-160-51400-0000-1 60.00 Interwest Consulting Group, I… INV 473523 07/16/2024 INV 473523 Building Inspector…01-160-51400-0000-1 6,480.00 Interwest Consulting Group, I… INV 89951 07/16/2024 INV 89951 InterWest Hourly P…01-160-51400-0000-1 750.00 Vendor Interwest Consulting - Interwest Consulting Group, Inc Total: 11,490.63 Vendor: Irrigation Concepts - Irrigation Concepts
Irrigation Concepts INV 49042 Garzoli Well Pull P… 07/15/2024 INV 49042 Garzoli Well Pull P… 30-500-56400-0000-1 625.00 Vendor Irrigation Concepts - Irrigation Concepts Total: 625.00 Vendor: Jim Burke - Jim Burke
Jim Burke Inv.754028 07/15/2024 Inv.754028 Unit 51 Oil Change…01-150-56600-0000-1 96.30 Vendor Jim Burke - Jim Burke Total: 96.30
Vendor: John Hancock - John Hancock
John Hancock INV0027606 07/25/2024 401K - Employer 30-20800-0000-1 28.68 John Hancock INV0027607 07/25/2024 401K - Employee 30-20800-0000-1 2.97 John Hancock INV0027616 07/25/2024 401K - Employer 01-20800-0000-1 4,178.20

Expense Approval Report Payment Dates: 7/13/2024 - 7/26/2024 8/1/2024 9:55:36 AM Page 6 of 13
Vendor Name Payable Number Post Date Description (Item) Account Number Amount John Hancock INV0027616 07/25/2024 401K - Employer 30-20800-0000-1 16.08 John Hancock INV0027616 07/25/2024 401K - Employer 32-20800-0000-1 16.05 John Hancock INV0027617 07/25/2024 401K - Employee 01-20800-0000-1 3,347.09 John Hancock INV0027623 07/25/2024 401K Loan 1 01-20800-0000-1 89.29 John Hancock INV0027624 07/25/2024 401K Loan 1 01-20800-0000-1 109.43 John Hancock INV0027625 07/25/2024 401K Loan 1 01-20800-0000-1 512.62 John Hancock INV0027626 07/25/2024 401K Loan 2 01-20800-0000-1 117.75 John Hancock INV0027627 07/25/2024 401k Contribution 01-20800-0000-1 312.78 John Hancock INV0027628 07/25/2024 401k Contribution 01-20800-0000-1 354.71 John Hancock INV0027629 07/25/2024 401k Contribution 01-20800-0000-1 304.71 John Hancock INV0027630 07/25/2024 401k Contribution 01-20800-0000-1 265.74 John Hancock INV0027631 07/25/2024 401k Contribution 01-20800-0000-1 653.84 John Hancock INV0027632 07/25/2024 401k Contribution 01-20800-0000-1 290.20 John Hancock INV0027633 07/25/2024 401k Contribution 01-20800-0000-1 286.06 John Hancock INV0027640 07/25/2024 401K - Employer 01-20800-0000-1 1,866.13 John Hancock INV0027640 07/25/2024 401K - Employer 30-20800-0000-1 1,778.17 John Hancock INV0027640 07/25/2024 401K - Employer 31-20800-0000-1 690.26 John Hancock INV0027640 07/25/2024 401K - Employer 32-20800-0000-1 1,632.69 John Hancock INV0027641 07/25/2024 401K - Employee 01-20800-0000-1 532.11 John Hancock INV0027641 07/25/2024 401K - Employee 20-20800-0000-1 98.85 John Hancock INV0027641 07/25/2024 401K - Employee 30-20800-0000-1 426.67 John Hancock INV0027641 07/25/2024 401K - Employee 31-20800-0000-1 268.72 John Hancock INV0027641 07/25/2024 401K - Employee 32-20800-0000-1 680.98 John Hancock INV0027642 07/25/2024 401K - Employer 20-20800-0000-1 313.36 John Hancock INV0027649 07/25/2024 401K Loan 2 01-20800-0000-1 2.98 John Hancock INV0027649 07/25/2024 401K Loan 2 30-20800-0000-1 4.47 John Hancock INV0027649 07/25/2024 401K Loan 2 32-20800-0000-1 4.46 John Hancock INV0027650 07/25/2024 401K Loan 2 01-20800-0000-1 99.46 John Hancock INV0027650 07/25/2024 401K Loan 2 30-20800-0000-1 99.46 John Hancock INV0027650 07/25/2024 401K Loan 2 31-20800-0000-1 99.46 John Hancock INV0027650 07/25/2024 401K Loan 2 32-20800-0000-1 99.46 John Hancock INV0027651 07/25/2024 401K Loan 4 34-20800-0000-1 75.00 John Hancock INV0027652 07/25/2024 401K Loan 5 34-20800-0000-1 69.21 John Hancock INV0027653 07/25/2024 401K Loan 4 01-20800-0000-1 145.50 John Hancock INV0027653 07/25/2024 401K Loan 4 20-20800-0000-1 4.50 John Hancock INV0027654 07/25/2024 401K Loan 4 01-20800-0000-1 51.07 John Hancock INV0027654 07/25/2024 401K Loan 4 20-20800-0000-1 1.58 John Hancock INV0027655 07/25/2024 401k Contribution 01-20800-0000-1 256.48 John Hancock INV0027656 07/25/2024 401k Contribution 01-20800-0000-1 494.89 John Hancock INV0027657 07/25/2024 401k Contribution 01-20800-0000-1 236.78 John Hancock INV0027657 07/25/2024 401k Contribution 20-20800-0000-1 7.33 John Hancock INV0027658 07/25/2024 401k Contribution 34-20800-0000-1 177.12 John Hancock INV0027659 07/25/2024 401k Contribution 01-20800-0000-1 232.39 Vendor John Hancock - John Hancock Total: 21,335.74
Vendor: Jorge's Smog & Repai - Jorge's Smog & Repai
Jorge's Smog & Repai INV 020059 07/16/2024 INV 020059 Water Vehicle Re… 32-510-56600-0000-1 1,000.78 Jorge's Smog & Repai INV 020079 07/16/2024 INV 020079 A/C Service 01-180-56600-0000-1 205.82 Vendor Jorge's Smog & Repai - Jorge's Smog & Repai Total: 1,206.60 Vendor: Kern County Chief - Kern County Chief
Kern County Chief Inv. 24-123 07/23/2024 Inv. 24-123 Membership Dues…01-150-53200-0000-1 100.00 Vendor Kern County Chief - Kern County Chief Total: 100.00 Vendor: Kern County Fire - Kern County Fire
Kern County Fire INV25-000009 07/23/2024 INV25-000009 1st Quarter (FY…01-130-58900-0000-1 239,129.25 Vendor Kern County Fire - Kern County Fire Total: 239,129.25 Vendor: Kern Machinery - Kern Machinery
Kern Machinery INV 102-1159940 07/15/2024 INV 102-1159940 Emergency … 01-180-56430-0000-1 4,870.22 Vendor Kern Machinery - Kern Machinery Total: 4,870.22
Vendor: KRC SAFETY CO INC - KRC SAFETY CO INC
KRC SAFETY CO INC INV 63847 07/15/2024 INV 63847 Street Closure Barri…01-180-56500-0000-1 3,094.96

Expense Approval Report Payment Dates: 7/13/2024 - 7/26/2024 8/1/2024 9:55:36 AM Page 7 of 13
Vendor Name Payable Number Post Date Description (Item) Account Number Amount KRC SAFETY CO INC INV 63848 07/23/2024 INV 63848 Streets Directional …01-180-57400-0000-1 4,888.47 KRC SAFETY CO INC INV 64448 07/23/2024 INV 64448 Streets Directional …01-180-57400-0000-1 2,819.73 Vendor KRC SAFETY CO INC - KRC SAFETY CO INC Total: 10,803.16 Vendor: Leaf - LEAF Capital Funding LLC
LEAF Capital Funding LLC INV 16769575 07/16/2024 INV 16769575 Xerox C8155 M… 01-130-52200-0000-1 400.53 Vendor Leaf - LEAF Capital Funding LLC Total: 400.53
Vendor: Mariana Sanchez - Mariana Sanchez
Mariana Sanchez INV0027428 07/16/2024 Council MeetingTranslation & …01-105-52200-0000-1 200.00 Vendor Mariana Sanchez - Mariana Sanchez Total: 200.00
Vendor: martin paris and mul - Martin Paris and Mullins Investigations LLC Martin Paris and Mullins Inves…Inv. 2024-029 IA 24-002 07/16/2024 Inv. 2024-029 IA 24-002 01-150-56000-0000-1 1,600.00 Vendor martin paris and mul - Martin Paris and Mullins Investigations LLC Total: 1,600.00 Vendor: MAURO CERVANTES - MAURO CERVANTES
MAURO CERVANTES INV0027507 07/18/2024 BL#20719 Business License Ap…01-100-41100-0000-1 215.00 Vendor MAURO CERVANTES - MAURO CERVANTES Total: 215.00
Vendor: McFarland Tire - McFarland Tire
McFarland Tire INV 34799 07/16/2024 INV 34799 Fix Flat 30-500-56600-0000-1 20.00 McFarland Tire INV34255 07/23/2024 INV34255 Water Dept. Vehicle…32-510-56600-0000-1 20.00 Vendor McFarland Tire - McFarland Tire Total: 40.00
Vendor: MIGUEL ORTEGA - MIGUEL ORTEGA
MIGUEL ORTEGA INV0027605 07/23/2024 GEO SCHOLARSHIP DE 01-105-57100-0000-1 500.00 Vendor MIGUEL ORTEGA - MIGUEL ORTEGA Total: 500.00
Vendor: MP Environmental Ser - MP Environmental Services, Inc MP Environmental Services, Inc INV 2447615 07/15/2024 INV 2447615 Streets Elmo Su… 01-180-56000-0000-1 3,907.03 MP Environmental Services, Inc INV 24523017 07/23/2024 INV 24523017 Office Trailer 30-500-56400-0000-1 935.00 Vendor MP Environmental Ser - MP Environmental Services, Inc Total: 4,842.03 Vendor: Munguia - Munguia Heating & Air Conditioning
Munguia Heating & Air Condit… INV I-7111-1 07/23/2024 INV I-7111-1 Garzoli Well Repa…32-510-56410-0000-1 695.00 Munguia Heating & Air Condit… Inv. I-6716-1 07/23/2024 Inv. I-6716-1 Service Call - PD … 01-150-56400-0000-1 335.00 Munguia Heating & Air Condit… Inv. I-7316-1 07/23/2024 Inv. I-7316-1 Service Call - PD … 01-150-56400-0000-1 150.00 Vendor Munguia - Munguia Heating & Air Conditioning Total: 1,180.00 Vendor: Nutrien Ag Solutions - Nutrien Ag Solutions, Inc.

Nutrien Ag Solutions, Inc. INV 54931982 07/15/2024 INV 54931982 Gopher Bait 01-180-57400-0000-1 541.25 Vendor Nutrien Ag Solutions - Nutrien Ag Solutions, Inc. Total: 541.25 Vendor: Office Depot - Office Depot
Office Depot INV 371412116001 07/23/2024 INV 371412116001 Streets an… 01-180-57200-0000-1 207.99 Office Depot Order 37412116 07/23/2024 Office Depot Supplies Order 3… 01-180-57200-0000-1 230.61 Office Depot Order 37412116 07/23/2024 Office Depot Supplies Order 3… 32-510-57200-0000-1 230.61 Vendor Office Depot - Office Depot Total: 669.21
Vendor: P & J Electric - P & J Electric
P & J Electric INV 8946 07/16/2024 INV 8946 Well 6 Electrical Rep…32-510-56000-0000-1 2,132.46 Vendor P & J Electric - P & J Electric Total: 2,132.46
Vendor: SALD100 - PAUL SALDANA
PAUL SALDANA INV0027598 07/23/2024 Reimbursement for City Clerk… 01-111-53200-0000-1 125.00 Vendor SALD100 - PAUL SALDANA Total: 125.00
Vendor: PG&E COMPANY - PG&E COMPANY
PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 2514556883-5 01-180-58000-0000-1 153.35 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 4022268837-2 01-180-58000-0000-1 146.98 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 9777659623-7 01-180-58000-0000-1 9.89 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 0891499733-6 01-180-58000-0000-1 86.10 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 4453174177-3 01-180-58000-0000-1 948.94 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 0664171738-1 01-180-58000-0000-1 61.91 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 7576987527-1 01-180-58000-0000-1 368.92 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 5629608181-5 01-180-58100-0000-1 30.17 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 356448726-8 01-180-58100-0000-1 61.51 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 6094933730-1 01-180-58100-0000-1 233.88

Expense Approval Report Payment Dates: 7/13/2024 - 7/26/2024 8/1/2024 9:55:36 AM Page 8 of 13
Vendor Name Payable Number Post Date Description (Item) Account Number Amount PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 5568620890-5 01-180-58100-0000-1 10.56 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 3877090180-9 01-180-58100-0000-1 470.07 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 5490736244-3 01-180-58100-0000-1 12.32 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 2012021553-6 01-180-58100-0000-1 1,119.36 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 1601672325-2 01-180-58100-0000-1 306.48 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 0741726506-8 01-180-58100-0000-1 556.44 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 4483764300-4 01-180-58100-0000-1 55.00 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 7663752590-8 01-180-58100-0000-1 26.88 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 4191871709-5 01-185-58000-0000-1 1,506.96 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 7668473786-9 01-190-58000-0000-1 3,403.54 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 3047362805-2 20-200-58100-0000-1 163.81 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 7336692458-4 20-200-58100-0000-1 1,636.47 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 6372122228-7 20-200-58100-0000-1 818.79 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 5794429226-7 20-200-58100-0000-1 253.09 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 0309941756-4 20-200-58100-0000-1 244.55 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 0979037755-1 20-200-58100-0000-1 9.85 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 5490736244-3 30-500-58000-0000-1 12.33 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 9048125100-8 30-500-58000-0000-1 253.08 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 5842445837-8 30-500-58000-0000-1 248.99 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 0425382282-1 32-510-58000-0000-1 152.65 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 0843084856-7 32-510-58000-0000-1 355.47 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 2687153110-4 32-510-58000-0000-1 25,753.54 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 7699604118-2 32-510-58000-0000-1 2,535.06 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 6395880662-0 32-510-58000-0000-1 24.65 PG&E COMPANY PG&E June 2024 Monthly Billi… 07/16/2024 0382494192-0 32-510-58000-0000-1 9.85 PG&E COMPANY INV0027601 07/23/2024 9777659623-7 01-180-58000-0000-1 10.56 PG&E COMPANY INV0027601 07/23/2024 7576987527-1 01-180-58000-0000-1 461.18 PG&E COMPANY INV0027601 07/23/2024 4453174177-3 01-180-58000-0000-1 1,568.66 PG&E COMPANY INV0027601 07/23/2024 4022268837-2 01-180-58000-0000-1 148.30 PG&E COMPANY INV0027601 07/23/2024 0891499733-6 01-180-58000-0000-1 85.55 PG&E COMPANY INV0027601 07/23/2024 2514556883-5 01-180-58000-0000-1 143.06 PG&E COMPANY INV0027601 07/23/2024 0664171738-1 01-180-58000-0000-1 62.41 PG&E COMPANY INV0027601 07/23/2024 6094933730-1 01-180-58100-0000-1 223.91 PG&E COMPANY INV0027601 07/23/2024 2012021553-6 01-180-58100-0000-1 1,119.36 PG&E COMPANY INV0027601 07/23/2024 3877090180-9 01-180-58100-0000-1 470.09 PG&E COMPANY INV0027601 07/23/2024 0741726506-8 01-180-58100-0000-1 556.45 PG&E COMPANY INV0027601 07/23/2024 5568620890-5 01-180-58100-0000-1 10.57 PG&E COMPANY INV0027601 07/23/2024 5490736244-3 01-180-58100-0000-1 12.32 PG&E COMPANY INV0027601 07/23/2024 5629608181-5 01-180-58100-0000-1 30.16 PG&E COMPANY INV0027601 07/23/2024 7663752590-8 01-180-58100-0000-1 26.89 PG&E COMPANY INV0027601 07/23/2024 4483764300-4 01-180-58100-0000-1 55.00 PG&E COMPANY INV0027601 07/23/2024 356448726-8 01-180-58100-0000-1 62.03 PG&E COMPANY INV0027601 07/23/2024 1601672325-2 01-180-58100-0000-1 306.49 PG&E COMPANY INV0027601 07/23/2024 4191871709-5 01-185-58000-0000-1 1,958.69 PG&E COMPANY INV0027601 07/23/2024 7668473786-9 01-190-58000-0000-1 4,603.85 PG&E COMPANY INV0027601 07/23/2024 7336692458-4 20-200-58100-0000-1 1,636.52 PG&E COMPANY INV0027601 07/23/2024 0309941756-4 20-200-58100-0000-1 241.19 PG&E COMPANY INV0027601 07/23/2024 5794429226-7 20-200-58100-0000-1 247.52 PG&E COMPANY INV0027601 07/23/2024 6372122228-7 20-200-58100-0000-1 818.78 PG&E COMPANY INV0027601 07/23/2024 0979037755-1 20-200-58100-0000-1 9.85 PG&E COMPANY INV0027601 07/23/2024 3047362805-2 20-200-58100-0000-1 162.56 PG&E COMPANY INV0027601 07/23/2024 5490736244-3 30-500-58000-0000-1 12.33 PG&E COMPANY INV0027601 07/23/2024 9048125100-8 30-500-58000-0000-1 274.51 PG&E COMPANY INV0027601 07/23/2024 5842445837-8 30-500-58000-0000-1 269.36 PG&E COMPANY INV0027601 07/23/2024 7699604118-2 32-510-58000-0000-1 5,110.09 PG&E COMPANY INV0027601 07/23/2024 2687153110-4 32-510-58000-0000-1 34,864.82 PG&E COMPANY INV0027601 07/23/2024 0382494192-0 32-510-58000-0000-1 10.51 PG&E COMPANY INV0027601 07/23/2024 0425382282-1 32-510-58000-0000-1 152.65 PG&E COMPANY INV0027601 07/23/2024 6395880662-0 32-510-58000-0000-1 24.65

Expense Approval Report Payment Dates: 7/13/2024 - 7/26/2024 8/1/2024 9:55:36 AM Page 9 of 13
Vendor Name Payable Number Post Date Description (Item) Account Number Amount PG&E COMPANY INV0027601 07/23/2024 0843084856-7 32-510-58000-0000-1 370.27 Vendor PG&E COMPANY - PG&E COMPANY Total: 98,162.58
Vendor: Phoenix Group - Phoenix Group
Phoenix Group Citation Processing Services - #…07/15/2024 Citation Processing Services - #…01-165-56000-0000-1 62.62 Vendor Phoenix Group - Phoenix Group Total: 62.62
Vendor: Pitney Bowes - Pitney Bowes
Pitney Bowes INV0027603 07/23/2024 Postage Credit Line 01-105-55600-0000-1 26.57 Pitney Bowes INV0027603 07/23/2024 Postage Credit Line 01-110-55600-0000-1 26.57 Pitney Bowes INV0027603 07/23/2024 Postage Credit Line 01-115-55600-0000-1 26.70 Pitney Bowes INV0027603 07/23/2024 Postage Credit Line 01-130-55600-0000-1 26.57 Pitney Bowes INV0027603 07/23/2024 Postage Credit Line 01-140-55600-0000-1 26.57 Pitney Bowes INV0027603 07/23/2024 Postage Credit Line 01-150-55600-0000-1 26.57 Pitney Bowes INV0027603 07/23/2024 Postage Credit Line 01-155-55600-0000-1 26.57 Pitney Bowes INV0027603 07/23/2024 Postage Credit Line 01-160-55600-0000-1 26.57 Pitney Bowes INV0027603 07/23/2024 Postage Credit Line 01-165-55600-0000-1 26.57 Pitney Bowes INV0027603 07/23/2024 Postage Credit Line 01-175-55600-0000-1 26.57 Pitney Bowes INV0027603 07/23/2024 Postage Credit Line 30-500-55600-0000-1 26.57 Pitney Bowes INV0027603 07/23/2024 Postage Credit Line 31-505-55600-0000-1 26.57 Pitney Bowes INV0027603 07/23/2024 Postage Credit Line 32-510-55600-0000-1 26.57 Vendor Pitney Bowes - Pitney Bowes Total: 345.54
Vendor: PLATT - Rexel USA Supply
Rexel USA Supply INV 5I79181 07/23/2024 INV 5I79181 Facility Building … 01-190-56400-0000-1 271.25 Rexel USA Supply INV 5J23277 07/23/2024 INV 5J23277 WWTP Operating…30-500-57400-0000-1 22.49 Rexel USA Supply INV 5J31969 07/23/2024 INV 5J31969 Conduit 1/2 IN E… 30-500-57400-0000-1 12.25 Vendor PLATT - Rexel USA Supply Total: 305.99
Vendor: San Joaquin Paint - San Joaquin Paint
San Joaquin Paint INV 132210 CA State Paint Re… 07/15/2024 INV 132210 CA State Paint Re… 01-180-57400-0000-1 173.86 San Joaquin Paint INV 132210 CA State Paint Re… 07/15/2024 INV 132210 CA State Paint Re… 25-000-52910-0000-1 424.82 San Joaquin Paint INV 132104 07/23/2024 INV 132104 Pump Diagnostic … 01-180-56410-0000-1 538.65 Vendor San Joaquin Paint - San Joaquin Paint Total: 1,137.33 Vendor: SJVA - San Joaquin Valley Air Pollution Control District San Joaquin Valley Air Pollutio…INV S175859 07/16/2024 INV S175859 23/24 Annual Fe… 32-510-53250-0000-1 16.00 San Joaquin Valley Air Pollutio…INV S177101 07/16/2024 INV S177101 Water Dept. Elec…32-510-56400-0000-1 900.00 Vendor SJVA - San Joaquin Valley Air Pollution Control District Total: 916.00 Vendor: SC SITES Services - SC SITES Services
SC SITES Services Inv. 51944 Repeater Rental Ju…07/15/2024 Inv. 51944 Repeater Rental Ju…01-150-52200-0000-1 1,632.00 Vendor SC SITES Services - SC SITES Services Total: 1,632.00 Vendor: The Gas Co. - SoCalGas
SoCalGas June 2024 So Cal Gas City Hall… 07/15/2024 June 2024 So Cal Gas City Hall… 01-190-58000-0000-1 4.77 Vendor The Gas Co. - SoCalGas Total: 4.77
Vendor: Solar Energy - Solar Energy of America 1 LLC
Solar Energy of America 1 LLC INV 33635522 07/15/2024 INV 33635522 June 2024 Mon…30-500-58000-0000-1 16,736.72 Vendor Solar Energy - Solar Energy of America 1 LLC Total: 16,736.72 Vendor: SPD - SPD
SPD Inv. 3215 07/23/2024 Inv. 3215 Mobile Vendor Perm…01-150-57400-0000-1 64.95 Vendor SPD - SPD Total: 64.95
Vendor: Spectrum - Spectrum
Spectrum INV119560501070124 07/16/2024 Spectrum July 24 Monthly INV…01-130-54800-0000-1 1,190.00 Vendor Spectrum - Spectrum Total: 1,190.00
Vendor: S.W.R.C.B - State Water Resources Control Board State Water Resources Control…03_12_23C_021 07/23/2024 State Water Resources Control…32-510-53250-0000-1 5,000.00 State Water Resources Control…INV0027602 07/23/2024 General Order Increased Fee … 30-500-53250-0000-1 293.00 Vendor S.W.R.C.B - State Water Resources Control Board Total: 5,293.00 Vendor: Telstar Instruments - Telstar Instruments
Telstar Instruments INV 122323 07/23/2024 INV 122323 Pump Troublesho… 30-500-56000-7820-1 1,322.00 Vendor Telstar Instruments - Telstar Instruments Total: 1,322.00

Expense Approval Report Payment Dates: 7/13/2024 - 7/26/2024 8/1/2024 9:55:36 AM Page 10 of 13
Vendor Name Payable Number Post Date Description (Item) Account Number Amount Vendor: TGLX, Inc - Truck Gear by Line-X of Delano
Truck Gear by Line-X of Delano INV 7236 07/15/2024 INV 7236 WW Safety Equipm… 30-500-56800-0000-1 834.84 Truck Gear by Line-X of Delano INV 7209 07/23/2024 INV 7209 Led Bar with Flashers 30-500-56800-0000-1 875.69 Vendor TGLX, Inc - Truck Gear by Line-X of Delano Total: 1,710.53 Vendor: ULINE - ULINE
ULINE INV 180224367 07/16/2024 INV 180224367 WWTP Operat…30-500-57400-0000-1 151.65 ULINE INV 180149299 07/23/2024 INV 180149299 WWTP Office … 30-500-57200-0000-1 153.28 Vendor ULINE - ULINE Total: 304.93
Vendor: ultrex management - Ultrex Management Services LLC Ultrex Management Services L…Inv 4125453 07/23/2024 Inv 4125453 CN29305-01 (Squ…01-150-52200-0000-1 109.08 Vendor ultrex management - Ultrex Management Services LLC Total: 109.08 Vendor: UNWIREDBROADBAND - unWired Broadband LLC
unWired Broadband LLC INV02047848 07/16/2024 INV02047848 Internet Monthl…01-155-57800-0000-1 144.99 unWired Broadband LLC INV02047848 07/16/2024 INV02047848 Internet Monthl…30-500-57800-0000-1 145.00 Vendor UNWIREDBROADBAND - unWired Broadband LLC Total: 289.99 Vendor: US Bank - US Bank
US Bank INV0027600 07/23/2024 McFarland IA2017 Debt Servic…54-000-54600-0000-1 78,850.00 Vendor US Bank - US Bank Total: 78,850.00
Vendor: Verizon - Verizon Connect
Verizon Connect INV0027599 07/23/2024 Monthly GPS Invoice - July 20… 01-180-57800-0000-1 99.96 Verizon Connect INV0027599 07/23/2024 Monthly GPS Invoice - July 20… 20-200-57800-0000-1 46.39 Verizon Connect INV0027599 07/23/2024 Monthly GPS Invoice - July 20… 30-500-57800-0000-1 46.42 Verizon Connect INV0027599 07/23/2024 Monthly GPS Invoice - July 20… 32-510-57800-0000-1 82.09 Verizon Connect INV0027599 07/23/2024 Monthly GPS Invoice - July 20… 34-520-57800-0000-1 46.42 Vendor Verizon - Verizon Connect Total: 321.28
Vendor: waterworkforce - WaterWorkforce Inc
WaterWorkforce Inc INV 1182 07/23/2024 INV 1182 Browning Well Emer…32-510-53800-0000-1 387,646.68 WaterWorkforce Inc INV 1185 07/23/2024 INV 1185 WaterWork Force 30-500-56000-7820-1 4,182.50 WaterWorkforce Inc INV 1185 07/23/2024 INV 1185 WaterWork Force 32-510-56000-0000-1 4,182.50 Vendor waterworkforce - WaterWorkforce Inc Total: 396,011.68 Vendor: WILLDAN - WILLDAN
WILLDAN INV 010-59037 07/23/2024 INV 010-59037 CFD FY24/25 P…24-210-52200-0000-1 9,121.51 WILLDAN INV 010-59038 07/23/2024 LLMD FY24/25 20-200-52200-0000-1 3,205.00 Vendor WILLDAN - WILLDAN Total: 12,326.51
Grand Total: 1,060,803.30

Expense Approval Report Payment Dates: 7/13/2024 - 7/26/2024 8/1/2024 9:55:36 AM Page 11 of 13
Report Summary
Fund Summary
Fund Payment Amount
01 - GENERAL FUND 381,359.57
20 - LIGHTING & LANDSCAPING-DISTRICT 1 11,136.94
24 - COMMUNITY FACILITIES DISTRICT 9,121.51
25 - CAPITAL IMPROVEMENTS PROJECTS 424.82
30 - SEWER 58,386.53
31 - REFUSE/RECYCLING 3,167.96
32 - WATER 517,363.13
34 - PUBLIC TRANSPORTATION 992.84
54 - MCFARLAND IMPROVEMENT AUTHORITY 78,850.00
Grand Total: 1,060,803.30
Account Summary
Account Number Account Name Payment Amount
01-100-41100-0000-1 Business Licenses 215.00
01-105-52200-0000-1 Contract Services 200.00
01-105-55600-0000-1 Postage 26.57
01-105-57100-0000-1 Special Activities 500.00
01-105-57800-0000-1 Telephone & Communic… 30.97
01-110-55600-0000-1 Postage 26.57
01-110-57800-0000-1 Telephone & Communic… 55.88
01-111-53200-0000-1 Dues & Subscriptions 125.00
01-115-55600-0000-1 Postage 26.70
01-115-57800-0000-1 Telephone & Communic… 72.94
01-130-51200-0000-1 Bank Charges 133.80
01-130-52200-0000-1 Contract Services 518.52
01-130-54800-0000-1 Maintenance Agreements 1,190.00
01-130-55600-0000-1 Postage 26.57
01-130-56000-0000-1 Professional Services - O… 5,486.82 01-130-56100-0000-1 Legal Services 10,091.00
01-130-58900-0000-1 Debt Principal Redeemed 239,129.25
01-140-55600-0000-1 Postage 26.57
01-140-56000-0000-1 Professional Services - O… 3,700.00 01-140-57800-0000-1 Telephone & Communic… 43.93
01-150-52200-0000-1 Contract Services 1,854.74
01-150-53200-0000-1 Dues & Subscriptions 465.00
01-150-55600-0000-1 Postage 26.57
01-150-56000-0000-1 Professional Services - O… 1,750.42 01-150-56400-0000-1 Repairs & Maint - Build &… 485.00
01-150-56600-0000-1 Repairs & Maintenance -… 2,558.16
01-150-57400-0000-1 Supplies - Operating 64.95
01-150-57800-0000-1 Telephone & Communic… 512.23
01-155-55600-0000-1 Postage 26.57
01-155-56600-0000-1 Repairs & Maintenance -… 85.14
01-155-57800-0000-1 Telephone & Communic… 167.39
01-160-51400-0000-1 Builiding Plan Check/Ins… 11,490.63 01-160-55600-0000-1 Postage 26.57
01-160-57800-0000-1 Telephone & Communic… 22.40
01-165-55600-0000-1 Postage 26.57
01-165-56000-0000-1 Professional Services-Ot… 62.62
01-165-57800-0000-1 Telephone & Communic… 94.00
01-175-55600-0000-1 Postage 26.57
01-175-57800-0000-1 Telephone & Communic… 43.93
01-180-56000-0000-1 Professional Services - O… 3,907.03 01-180-56410-0000-1 Repairs & Maintenance … 538.65
01-180-56430-0000-1 Repairs & Maintenance -… 4,870.22
01-180-56500-0000-1 Repairs/Maintenance St… 3,094.96
01-180-56600-0000-1 Repairs/Maintenance - … 1,176.18

Expense Approval Report Payment Dates: 7/13/2024 - 7/26/2024 8/1/2024 9:55:36 AM Page 12 of 13
Account Summary
Account Number Account Name Payment Amount
01-180-57200-0000-1 Supplies - Office 438.60
01-180-57400-0000-1 Supplies - Operating 9,889.15
01-180-57800-0000-1 Telephone & Communic… 180.96
01-180-58000-0000-1 Utilities 4,255.81
01-180-58100-0000-1 Street Lighting 5,755.94
01-185-56400-0000-1 Repairs & Maint - Build &… 140.26
01-185-58000-0000-1 Utilities 3,465.65
01-190-52200-0000-1 Contract Services 1,200.00
01-190-56400-0000-1 Repairs & Maint - Build &… 333.71
01-190-58000-0000-1 Utilities 8,012.16
01-20800-0000-1 Pension Payable 14,740.21
01-22050-0000-1 Federal Withholding Pay… 8,320.98
01-22100-0000-1 FICA Payable 13,349.22
01-22150-0000-1 Medicare Payable 3,122.06
01-22200-0000-1 State Withholding Payab… 4,822.83
01-22250-0000-1 SUTA Payable 118.19
01-22275-0000-1 ETT Payable 2.52
01-22600-0000-1 Health FSA 19.23
01-22700-0000-1 Disablity LTD 172.52
01-22800-0000-1 Accident 19.34
01-22900-0000-1 Life 89.89
01-22950-0000-1 Cancer-American Fidelity 13.53
01-24000-0000-1 Deposits 350.00
01-310-52200-0000-1 Contract Services 7,544.22
20-200-52200-0000-1 Contract Services 3,205.00
20-200-57400-0000-1 Supplies - Operating 522.98
20-200-57800-0000-1 Telephone & Communic… 56.05
20-200-58100-0000-1 Street Lighting 6,242.98
20-20800-0000-1 Pension Payable 425.62
20-22050-0000-1 Federal Withholding Pay… 113.86
20-22100-0000-1 FICA Payable 400.12
20-22150-0000-1 Medicare Payable 93.58
20-22200-0000-1 State Withholding Payab… 70.42
20-22900-0000-1 Life 6.33
24-210-52200-0000-1 Contract Services 9,121.51
25-000-52910-0000-1 Buildings & Improvemen… 424.82
30-20800-0000-1 Pension Payable 2,356.50
30-22050-0000-1 Federal Withholding Pay… 916.25
30-22100-0000-1 FICA Payable 2,583.50
30-22150-0000-1 Medicare Payable 604.22
30-22200-0000-1 State Withholding Payab… 804.52
30-22250-0000-1 SUTA Payable 6.01
30-22275-0000-1 ETT Payable 0.13
30-22700-0000-1 Disablity LTD 35.69
30-22800-0000-1 Accident 27.45
30-22900-0000-1 Life 35.80
30-500-51200-0000-1 Bank Charges 133.80
30-500-53250-0000-1 Permits & Certificates 293.00
30-500-55600-0000-1 Postage 26.57
30-500-56000-7820-1 Professional Services - … 24,054.33 30-500-56400-0000-1 Repairs & Maint - Build &… 4,902.70 30-500-56600-0000-1 Repairs & Maintenance -… 681.39
30-500-56800-0000-1 Safety Equipment 1,710.53
30-500-57200-0000-1 Supplies - Office 153.28
30-500-57400-0000-1 Supplies - Operating 358.71
30-500-57800-0000-1 Telephone & Communic… 894.83
30-500-58000-0000-1 Utilities 17,807.32
31-20800-0000-1 Pension Payable 1,058.44

Expense Approval Report Payment Dates: 7/13/2024 - 7/26/2024 8/1/2024 9:55:36 AM Page 13 of 13
Account Summary
Account Number Account Name Payment Amount
31-22050-0000-1 Federal Withholding Pay… 354.51
31-22100-0000-1 FICA Payable 944.32
31-22150-0000-1 Medicare Payable 220.84
31-22200-0000-1 State Withholding Payab… 325.82
31-22250-0000-1 SUTA Payable 6.01
31-22275-0000-1 ETT Payable 0.13
31-22700-0000-1 Disablity LTD 11.64
31-22900-0000-1 Life 8.10
31-505-51200-0000-1 Bank Charges 133.80
31-505-55600-0000-1 Postage 26.57
31-505-57800-0000-1 Telephone & Communic… 77.78
32-20800-0000-1 Pension Payable 2,433.64
32-22050-0000-1 Federal Withholding Pay… 661.14
32-22100-0000-1 FICA Payable 2,600.12
32-22150-0000-1 Medicare Payable 608.04
32-22200-0000-1 State Withholding Payab… 621.49
32-22250-0000-1 SUTA Payable 6.03
32-22275-0000-1 ETT Payable 0.12
32-22700-0000-1 Disablity LTD 14.31
32-22900-0000-1 Life 9.02
32-510-51200-0000-1 Bank Charges 133.80
32-510-53250-0000-1 Permits & Certificates 5,016.00
32-510-53800-0000-1 Equipment Rental 387,646.68
32-510-55600-0000-1 Postage 26.57
32-510-56000-0000-1 Professional Services - O… 27,050.71 32-510-56400-0000-1 Repairs & Maint - Build &… 900.00
32-510-56410-0000-1 Repairs & Maintenance- … 782.12
32-510-56600-0000-1 Repairs & Maintenance -… 1,026.72
32-510-57200-0000-1 Supplies - Office 230.61
32-510-57400-0000-1 Supplies - Operating 7,628.21
32-510-57800-0000-1 Telephone & Communic… 540.31
32-510-58000-0000-1 Utilities 76,687.10
32-510-58200-0000-1 Water/Soil/Other Analys… 2,740.39
34-20800-0000-1 Pension Payable 321.33
34-22050-0000-1 Federal Withholding Pay… 121.63
34-22100-0000-1 FICA Payable 229.02
34-22150-0000-1 Medicare Payable 53.56
34-22200-0000-1 State Withholding Payab… 46.90
34-22700-0000-1 Disablity LTD 30.76
34-22800-0000-1 Accident 15.41
34-22900-0000-1 Life 57.99
34-22950-0000-1 Cancer-American Fidelity 24.77
34-520-57800-0000-1 Telephone & Communic… 91.47
54-000-54600-0000-1 Interest Expense 78,850.00
Grand Total: 1,060,803.30
Project Account Summary
Project Account Key Payment Amount
**None** 1,060,803.30
Grand Total: 1,060,803.30

Total: 174.91 4722.86
8/1/2024 10:02:33 AM Page 1 of 14
Hourly ‐ Reg ‐ Hourly ‐ Regular 2 0.91 26.43
Live Scan ‐ Live Scan 2 0 27.7
OT ‐ Overtime 2 0.5 21.61
Sick ‐ Sick Pay 1 7 203.34Vacation ‐ Vacation Pay 2 6 174.29 Nun100 Bilingual ‐ Bilingual 2 0 27.7
Comp Time Earned ‐ Comp Time 2 13.5 0
Holiday ‐ Holiday Pay 1 9 261.44Hourly ‐ Hourly 2 138 3980.35 105 ‐ City Council Total: 0 1000
Department: 110 ‐ City Administration
Employee Number Pay Code # of Payments Units Pay Amount AYN100 Hourly ‐ Temp ‐ Hourly Tempora 1 51.08 817.28
Total: 51.08 817.28
GON610 Salary ‐ Elected ‐ Salary ‐ Elected 1 0 200
Total: 0 200
PER100 Salary ‐ Elected ‐ Salary ‐ Elected 1 0 200
Total: 0 200
Ayo100 Salary ‐ Elected ‐ Salary ‐ Elected 1 0 200
Total: 0 200
Cano100 Salary ‐ Elected ‐ Salary ‐ Elected 1 0 200
Total: 0 200
City of McFarland, CA Pay Code Report
Summary By Department
7/1/2024 ‐ 7/31/2024
Payroll Set: City‐City of McFarland
Department: 105 ‐ City Council
Employee Number Pay Code # of Payments Units Pay Amount AYO300 Salary ‐ Elected ‐ Salary ‐ Elected 1 0 200
Total: 0 200

Total: 158.59 3007.92
8/1/2024 10:02:33 AM Page 2 of 14
ARR100 Holiday ‐ Holiday Pay 1 9 171.77
Hourly ‐ Hourly 2 120.25 2278.51
Hourly ‐ Reg ‐ Hourly ‐ Regular 1 2.34 44.66
Vacation ‐ Vacation Pay 2 27 512.98
ARC100 Holiday ‐ Holiday Pay 1 8 362.38
Hourly ‐ Hourly 1 72 3217.27
Salary ‐ Salary 1 89.42 3623.85
Total: 169.42 7203.5
Sick ‐ Sick Pay 2 32 1461.55
Total: 160 7307.72
112 ‐ Human Resources Total: 160 7307.72
Department: 115 ‐ Finance & Accounting
Employee Number Pay Code # of Payments Units Pay Amount Total: 147.13 4503.39
111 ‐ City Clerk Total: 147.13 4503.39
Department: 112 ‐ Human Resources
Employee Number Pay Code # of Payments Units Pay Amount MCC100 Holiday ‐ Holiday Pay 1 8 365.39
Hourly ‐ Hourly 2 120 5480.78
ALV100 Bilingual ‐ Bilingual 1 0 13.85
Cash Out ‐ Pers Day ‐ Cash Out ‐  1 9 274.63
Cash Out ‐ VAC ‐ Cash Out ‐ Vaca 1 111.13 3391.03
Hourly ‐ Hourly 1 27 823.88
Salary ‐ Salary 1 80 7115.38
Total: 160 14230.76
110 ‐ City Administration Total: 385.99 19770.9
Department: 111 ‐ City Clerk
Employee Number Pay Code # of Payments Units Pay Amount Payroll Set: City‐City of McFarland
VIR100 Holiday ‐ Holiday Pay 1 8 711.54
Hourly ‐ Hourly 1 72 6403.84

Personal ‐ Personal Day 1 8 336.48
Salary ‐ Salary 1 82.1 3448.92
Vacation ‐ Vacation Pay 1 23.35 1006.65
Total: 158.45 6740.37
8/1/2024 10:02:33 AM Page 3 of 14
DEL100 Bachelor's Degree ‐ Bachelor's D 2 0 18.46
Holiday ‐ Holiday Pay 1 9 388Hourly ‐ Hourly 1 36 1514.16 Notary ‐ Notary 2 0 27.7
Total: 165.41 3066.47
115 ‐ Finance & Accounting Total: 1007.22 27931.34
Department: 140 ‐ Planning
Employee Number Pay Code # of Payments Units Pay Amount ARA100 Hourly ‐ Temp ‐ Hourly Tempora 1 39.5 632
Total: 39.5 632
Vacation ‐ Vacation Pay 1 23.73 579.87
Total: 160 3885.91
VAC110 Hourly ‐ Temp ‐ Hourly Tempora 2 156.17 2816.61
OT ‐ Overtime 2 9.24 249.86
TOR100 Comp Time Taken ‐ Comp Time T 2 19.22 466.13
Holiday ‐ Holiday Pay 1 9 219.92Hourly ‐ Hourly 2 97.84 2370.5 Sick ‐ Sick Pay 2 10.21 249.49Holiday ‐ Holiday Pay 1 9 261.44Hourly ‐ Hourly 2 141.59 4082.04 Hourly ‐ Reg ‐ Hourly ‐ Regular 1 0.08 2.32
Sick ‐ Sick Pay 1 9.41 273.35
Total: 160.71 4646.85
Vacation ‐ Vacation Pay 1 9 295.74
Total: 169.09 5736.69
FER100 Hourly ‐ Temp ‐ Hourly Tempora 1 24 384
Total: 24 384
GON600 Bilingual ‐ Bilingual 2 0 27.7
Comp Time Earned ‐ Comp Time 1 0.63 0
Holiday ‐ Holiday Pay 1 9 303.13Hourly ‐ Hourly 2 115 3852.42 Hourly ‐ Reg ‐ Hourly ‐ Regular 2 7.01 232.14
OT ‐ Overtime 1 2.08 105.09
Sick ‐ Sick Pay 2 27 902.01
Payroll Set: City‐City of McFarland
ESP100 Bachelor's Degree ‐ Bachelor's D 2 0 18.46
Bilingual ‐ Bilingual 2 0 27.7

Hourly ‐ Hourly 2 153 4752.73
OT ‐ Overtime 2 32.5 1515.32
PD ‐ Court Appear ‐ PD ‐ Court A 1 7 328.47
Total: 207.5 7063.48
8/1/2024 10:02:33 AM Page 4 of 14
Hourly ‐ Hourly 2 156 6198.83
OT ‐ Overtime 2 36.5 2180.28
PD ‐ Court Appear ‐ PD ‐ Court A 2 14 837.11
Total: 278.5 12098.85
EST150 Comp Time Taken PD ‐ Comp Tim 1 3 91.56
Holiday ‐ Holiday Pay 1 12 375.4PD ‐ Court Appear ‐ PD ‐ Court A 1 11.5 539.63Sick ‐ Sick Pay 2 36 1107.88 Total: 200 6812.81
DEW100-147 Cash Out ‐ VAC ‐ Cash Out ‐ Vaca 1 60 2402.19 Holiday ‐ Holiday Pay 1 12 480.44
CAZ100-151 Bilingual ‐ Bilingual 2 0 92.3
Holiday ‐ Holiday Pay 1 12 375.4Hourly ‐ Hourly 2 120 3735.65 OT ‐ Overtime 1 20.5 961.95
Intermediate POST ‐ Intermediat 2 0 46.16
OT ‐ Overtime 2 37.5 1838.85
Personal ‐ Personal Day 1 12 384.72
Sick ‐ Sick Pay 1 12 394.34
Total: 205.5 7367.28
Holiday ‐ Holiday Pay 1 12 394.34Hourly ‐ Hourly 2 152 4956.48 OT ‐ Overtime 2 25 1232.31
Total: 197 6714.58
ALW100-145 Holiday ‐ Holiday Pay 1 12 394.34
Hourly ‐ Hourly 2 132 4308.87
140 ‐ Planning Total: 357.95 15449.29
Department: 150 ‐ Police
Employee Number Pay Code # of Payments Units Pay Amount ALB100-142 Comp Time Earned PD  ‐ Comp T 1 40
Comp Time Taken PD ‐ Comp Tim 1 4 131.45
Payroll Set: City‐City of McFarland
SALD100 Holiday ‐ Holiday Pay 1 8 403.85
Hourly ‐ Hourly 1 72 3634.61
Salary ‐ Salary 1 80 4038.46
Total: 160 8076.92

Hourly ‐ Hourly 2 156 5900.47
OT ‐ Overtime 1 28 1578.29
Total: 196 8051.47
8/1/2024 10:02:33 AM Page 5 of 14
Total: 190 6025.33
MUL100 Advanced POST ‐ Advanced POS 2 0 69.24
Bachelor's Degree ‐ Bachelor's D 2 0 46.16Holiday ‐ Holiday Pay 1 12 457.31Holiday ‐ Holiday Pay 1 10 269.68Hourly ‐ Hourly 2 136 3645.91 OT ‐ Overtime 2 30 1212.57
Standby ‐ Standby 2 0 385.77
Vacation ‐ Vacation Pay 2 14 372.94
Vacation ‐ Vacation Pay 1 72 4153.84
Total: 160 9230.76
LOP125 Bachelor's Degree ‐ Bachelor's D 2 0 46.16
Bilingual ‐ Bilingual 2 0 92.3OT ‐ Overtime 2 18 568.72 Sick ‐ Sick Pay 1 12 252.77
Total: 178 3920.44
KNO100 Holiday ‐ Holiday Pay 1 8 461.54
Salary ‐ Salary 1 80 4615.38
OT ‐ Overtime 2 44.5 2400.1
Total: 212.5 8451.79
HAS100-143 Holiday ‐ Holiday Pay 1 12 252.77
Hourly ‐ Hourly 2 136 2846.18
OT ‐ Overtime 2 23.5 1478.21
Total: 183.5 8236.97
HAN100-112 Holiday ‐ Holiday Pay 1 12 435.3
Hourly ‐ Hourly 2 156 5616.39
Total: 116 2766.88
GAR100-150 Advanced POST ‐ Advanced POS 2 0 69.24
Holiday ‐ Holiday Pay 1 8 336.53Hourly ‐ Hourly 2 152 6352.99 PD ‐ Court Appear ‐ PD ‐ Court A 1 3 159.26
PD ‐ Court Stand‐by ‐ PD Court S 1 3 163.24
Total: 206 8161.54
GAR100-114 Bilingual ‐ Bilingual 2 0 92.3
Hourly ‐ Hourly 2 116 2674.58
Payroll Set: City‐City of McFarland
GAL100-149 Holiday ‐ Holiday Pay 1 12 435.3
Hourly ‐ Hourly 2 156 5616.39
Intermediate POST ‐ Intermediat 2 0 46.16
OT ‐ Overtime 2 32 1741.19

K‐9 Officer ‐ K‐9 Officer 2 0 36.92
OT ‐ Overtime 2 53 2878.53
Total: 213 8684.02
8/1/2024 10:02:33 AM Page 6 of 14
Hourly ‐ Hourly 2 148 3414.85
OT ‐ Overtime 2 42 1461.81
Total: 202 5248.05
WEIS100 Holiday ‐ Holiday Pay 1 10 362.75
Hourly ‐ Hourly 2 150 5405.82
Holiday ‐ Holiday Pay 1 12 404.18Hourly ‐ Hourly 2 94 3133.2 OT ‐ Overtime 1 7 347.49
Total: 168.5 5703.67
VEL200 Bilingual ‐ Bilingual 2 0 92.3
Holiday ‐ Holiday Pay 1 12 279.09Holiday ‐ Holiday Pay 1 12 480.44Hourly ‐ Hourly 2 156 6191.01 OT ‐ Overtime 2 49.5 2949.27
Total: 297.5 12939.04
TAF200 Comp Time Earned PD  ‐ Comp T 1 1.5 0
Comp Time Taken PD ‐ Comp Tim 2 54 1818.8
Total: 160 5768.57
SHA-100-152 Advanced POST ‐ Advanced POS 2 0 69.24
Bachelor's Degree ‐ Bachelor's D 2 0 46.16Cash Out ‐ Comp PD ‐ Cash Out ‐ 1 80 3202.92SRO‐OT ‐ School Resource Office 1 9 489.71 Total: 169 6258.28
RIV100-120 Admin Leave ‐ Admin Leave 2 152 5478.37
Holiday ‐ Holiday Pay 1 8 290.2Hourly ‐ Hourly 1 68 3432.64 Salary ‐ Salary 1 80 4038.4
Vacation ‐ Vacation Pay 1 12 605.76
Total: 160 8192.2
PES100-152 SRO  ‐ School Resource Officer 2 152 5478.37 SRO Holiday  ‐ School Resource O 1 8 290.2
OT ‐ Overtime 1 8.5 311.56
Total: 168.5 4197.48
OLM100 Advanced POST ‐ Advanced POS 2 0 69.24
Bachelor's Degree ‐ Bachelor's D 2 0 46.16
Payroll Set: City‐City of McFarland
NIN100 Holiday ‐ Holiday Pay 1 10 244.36
Hourly ‐ Hourly 2 150 3641.56

Total: 156.75 4783.19
175 ‐ Grants Administration Total: 317 8142.37
8/1/2024 10:02:33 AM Page 7 of 14
Total: 160.25 3359.18
McG100 Holiday ‐ Holiday Pay 1 9 274.63
Hourly ‐ Hourly 2 145.83 4420.68
OT ‐ Overtime 2 1.92 87.88
MAR210 Holiday ‐ Holiday Pay 1 9 189.67
Hourly ‐ Hourly 2 111 2339.21
OT ‐ Overtime 1 0.25 7.9
Vacation ‐ Vacation Pay 1 40 822.4
Sick ‐ Sick Pay 1 9 267.89
Total: 164.68 4934.12
165 ‐ Code Enforcement Total: 164.68 4934.12
Department: 175 ‐ Grants Administration
Employee Number Pay Code # of Payments Units Pay Amount PER200 Holiday ‐ Holiday Pay 1 9 267.89
Hourly ‐ Hourly 2 142 4194.83
Hourly ‐ Reg ‐ Hourly ‐ Regular 1 0.25 7.44
OT ‐ Overtime 2 4.43 196.07
OT ‐ Overtime 2 57.58 1637.25
Standby ‐ Standby 2 0 200
Total: 217.58 4872.31
155 ‐ Animal Control Total: 217.58 4872.31
Department: 165 ‐ Code Enforcement
Employee Number Pay Code # of Payments Units Pay Amount 150 ‐ Police Total: 4085.41 154354.99
Department: 155 ‐ Animal Control
Employee Number Pay Code # of Payments Units Pay Amount MUN100 Holiday ‐ Holiday Pay 1 9 171.77
Hourly ‐ Hourly 2 151 2863.29
Payroll Set: City‐City of McFarland
WIL100-150 Hourly ‐ Hourly 1 16.41 2461.5
Total: 16.41 2461.5

OT ‐ Overtime 2 41 1205.93
Sick ‐ Sick Pay 1 9 184.95Vacation ‐ Vacation Pay 1 9 184.95 Total: 201 4416.73
8/1/2024 10:02:33 AM Page 8 of 14
Salary ‐ Salary 1 80 5000
Sick ‐ Sick Pay 1 8 500
Total: 160 10000
TEL100 Holiday ‐ Holiday Pay 1 9 184.95
Hourly ‐ Hourly 2 133 2655.95
OT ‐ Overtime 2 34 1532.79
Total: 233.99 7605.56
HER400 Holiday ‐ Holiday Pay 1 8 500
Hourly ‐ Hourly 1 64 4000
Total: 164.74 3081.65
GUE100 Cash Out ‐ Comp ‐ Cash Out ‐ Co 1 39.99 1220.26
Holiday ‐ Holiday Pay 1 9 274.63Hourly ‐ Hourly 2 151 4577.88 Holiday ‐ Holiday Pay 1 9 171.81Hourly ‐ Hourly 2 133 2510.45 Hourly ‐ Reg ‐ Hourly ‐ Regular 2 2.5 45.59
Personal ‐ Personal Day 1 9 163.53
Sick ‐ Sick Pay 1 9 171.81OT ‐ Overtime 2 59.75 1714.65 Personal ‐ Personal Day 1 8 141.76
Total: 267.74 5681.73
DRA100 Bachelor's Degree ‐ Bachelor's D 2 0 18.46
Comp Time Earned ‐ Comp Time 1 2.24 0
CORT100 Cash Out ‐ Comp ‐ Cash Out ‐ Co 1 39.99 782.2
Holiday ‐ Holiday Pay 1 9 176.04Hourly ‐ Hourly 2 143 2723.48 Hourly ‐ Reg ‐ Hourly ‐ Regular 1 8 143.6
CABR100 Holiday ‐ Holiday Pay 1 8 300
Hourly ‐ Hourly 2 128 4800
Sick ‐ Sick Pay 2 24 900
Total: 160 6000
Payroll Set: City‐City of McFarland
Department: 180 ‐ Public Works
Employee Number Pay Code # of Payments Units Pay Amount

Total: 187 6387
8/1/2024 10:02:33 AM Page 9 of 14
CIS400 Holiday ‐ Holiday Pay 1 9 288.56
Hourly ‐ Hourly 2 131 4167.28
OT ‐ Overtime 2 27 1291.48
Sick ‐ Sick Pay 2 20 639.68Hourly ‐ Hourly 1 62 1154.44 Sick ‐ Sick Pay 1 18 335.16
Total: 128.99 2386.04
200 ‐ Lighting & Landscaping Total: 323.54 5613.16
Department: 500 ‐ Sewer
Employee Number Pay Code # of Payments Units Pay Amount Hourly ‐ Reg ‐ Hourly ‐ Regular 2 1.17 24.04
Sick ‐ Sick Pay 2 11 210.61
Vacation ‐ Vacation Pay 1 9 167.58
Total: 194.55 3227.12
Sanch100 Comp Time Taken ‐ Comp Time T 1 39.99 728.86
Holiday ‐ Holiday Pay 1 9 167.58
Cruz100 Comp Time Earned ‐ Comp Time 1 33.38 0
Comp Time Taken ‐ Comp Time T 1 27 502.74Holiday ‐ Holiday Pay 1 9 184.95Hourly ‐ Hourly 2 104 2137.2 Hourly ‐ Hourly 2 151 3237.89
OT ‐ Overtime 2 4.11 132.82
Total: 179.8 3565.08
190 ‐ Facilities Maintenance Total: 179.8 3565.08
Department: 200 ‐ Lighting & Landscaping
Employee Number Pay Code # of Payments Units Pay Amount 180 ‐ Public Works Total: 1311.99 39170.76
Department: 190 ‐ Facilities Maintenance
Employee Number Pay Code # of Payments Units Pay Amount DOM100 Comp Time Earned ‐ Comp Time 1 15.69 0
Holiday ‐ Holiday Pay 1 9 194.37
Payroll Set: City‐City of McFarland
ZUN100 Holiday ‐ Holiday Pay 1 9 176.04
Hourly ‐ Hourly 2 113.52 2155.89
OT ‐ Overtime 1 2 53.16
Total: 124.52 2385.09

Standby ‐ Standby 2 0 214.32
Total: 229.35 5091.7
8/1/2024 10:02:33 AM Page 10 of 14
Total: 271.98 8391.34
CORD100 Holiday ‐ Holiday Pay 1 9 167.62
Hourly ‐ Hourly 2 151 2789.59
OT ‐ Overtime 2 69.35 1920.17
Holiday ‐ Holiday Pay 1 9 242.71Hourly ‐ Hourly 2 147.5 3950.39 Hourly ‐ Reg ‐ Hourly ‐ Regular 2 3.5 92.75
OT ‐ Overtime 2 94.98 3812.74
Standby ‐ Standby 2 0 200
Department: 510 ‐ Water
Employee Number Pay Code # of Payments Units Pay Amount CAR100 Comp Time Earned ‐ Comp Time 2 13.5 0
Comp Time Taken ‐ Comp Time T 2 3.5 92.75PW Cert ‐ Grade 1 ‐ Public Work 2 0 23.08Sick ‐ Sick Pay 1 1 23.26Standby ‐ Standby 2 0 128.58 Total: 177 4542.56
500 ‐ Sewer Total: 698.67 19099.72
Total: 166 4635.43
Pop100 Holiday ‐ Holiday Pay 1 9 214.57
Hourly ‐ Hourly 2 150 3551.22
OT ‐ Overtime 2 17 601.85
OT ‐ Overtime 2 6 241.71
Personal ‐ Personal Day 2 4 107.28
PW Cert ‐ Grade 2 ‐ Public Work 2 0 69.23
Sick ‐ Sick Pay 2 9 247.05Standby ‐ Standby 2 0 100.03
OT ‐ Overtime 2 8.67 251.61
Standby ‐ Standby 2 0 171.45
Total: 168.67 3534.73
MED100 Holiday ‐ Holiday Pay 2 9 231.04
Hourly ‐ Hourly 3 138 3639.09
Payroll Set: City‐City of McFarland
HER300 Holiday ‐ Holiday Pay 1 9 176.11
Hourly ‐ Hourly 2 151 2935.56

8/1/2024 10:02:33 AM Page 11 of 14
Sick ‐ Sick Pay 1 9 199.26Vacation ‐ Vacation Pay 1 7 136.92 Total: 163.75 3515.56
520 ‐ Public Transit Total: 163.75 3515.56
Report Total: 10236.28 341675.39
MOR100 Holiday ‐ Holiday Pay 1 9 199.26
Hourly ‐ Hourly 2 135 2893.44
Hourly ‐ Reg ‐ Hourly ‐ Regular 1 3.42 75.72
OT ‐ Overtime 1 0.33 10.96
OT ‐ Overtime 2 54.24 2984.47
PW Cert ‐ Grade 3 ‐ Public Work 2 0 69.24
Total: 214.24 8961.64
510 ‐ Water Total: 715.57 22444.68
Department: 520 ‐ Public Transit
Employee Number Pay Code # of Payments Units Pay Amount Payroll Set: City‐City of McFarland
HIG400 Holiday ‐ Holiday Pay 1 9 334.59
Hourly ‐ Hourly 2 151 5573.34

30-500-50100-0000-1 Salaries ‐ Permanent Employees 1188.99 37456.31 8/1/2024 10:02:33 AM
01-190-50200-0000-1 Overtime 4.11 132.82
01 ‐ GENERAL FUND Total: 6644.97 231132.12
20-200-50100-0000-1 Salaries/Permanent Employees 296.16 5795.34 20-200-50200-0000-1 Overtime 1.02 45.98
20 ‐ LIGHTING & LANDSCAPING‐DISTRICT 1 Total: 297.18 5841.32 01-175-50200-0000-1 Overtime 1.92 87.88
01-180-50100-0000-1 Salaries ‐ Permanent Employees 764.75 18906.72 01-180-50200-0000-1 Overtime 135.73 4460.55
01-180-50350-0000-1 Stipends 0 1.8401-190-50100-0000-1 Salaries ‐ Permanent Employees 160 3432.2601-160-50100-0000-1 Salaries ‐ Permanent Employees 176.23 5328.1 01-160-50200-0000-1 Overtime 2.22 98.04
01-165-50100-0000-1 Salaries ‐ Permanent Employees 154.61 4688.44 01-165-50200-0000-1 Overtime 1.62 71.56
01-175-50100-0000-1 Salaries ‐ Permanent Employees 154.83 4695.31 01-150-50200-0000-1 Overtime 535.5 27173.87
01-150-50350-0000-1 Stipends 0 1161.1701-155-50100-0000-1 Salaries ‐ Permanent Employees 160 3035.0601-155-50200-0000-1 Overtime 57.58 1637.2501-155-50350-0000-1 Stipends 0 20001-115-50350-0000-1 Stipends 0 8.3201-140-50100-0000-1 Salaries ‐ Permanent Employees 302.75 12518.52 01-140-50150-0000-1 Wages ‐ Temporary Employees 39.5 632 01-140-50350-0000-1 Stipends 0 4801-150-50100-0000-1 Salaries ‐ Permanent Employees 3625.1 128353.66 01-111-50100-0000-1 Salaries ‐ Permanent Employees 58.85 1795.81 01-111-50350-0000-1 Stipends 0 33.22
01-112-50100-0000-1 Salaries ‐ Permanent Employees 40 1826.94 01-115-50100-0000-1 Salaries ‐ Permanent Employees 117.66 4836.68 01-115-50200-0000-1 Overtime 0.21 10.51
01-105-50100-0000-1 Salaries ‐ Permanent Employees 0 1000 01-110-50100-0000-1 Salaries ‐ Permanent Employees 100.46 4101.78 01-110-50150-0000-1 Wages ‐ Temporary Employees 51.08 817.28 01-110-50200-0000-1 Overtime 0.26 10.8101-110-50350-0000-1 Stipends 0 27.72 City of McFarland, CA Pay Code Report
Account Summary
7/1/2024 ‐ 7/31/2024
Payroll Set: City‐City of McFarland
Account Account Description Units Pay Amount
**BENEFIT AND NON GL TRANSACTIONS** 84.44 0
‐  Total: 84.44 0

Report Total: 10236.28 341675.39
8/1/2024 10:02:33 AM
32-510-50350-0000-1 Stipends 0 501.53
32 ‐ WATER Total: 1317.83 44786.7
34-520-50100-0000-1 Salaries ‐ Permanent Employees 163.42 3504.6 34-520-50200-0000-1 Overtime 0.33 10.96
34 ‐ PUBLIC TRANSPORTATION Total: 163.75 3515.56
31-505-50350-0000-1 Stipends 0 6.48
31 ‐ REFUSE/RECYCLING Total: 416.96 15018.98
32-510-50100-0000-1 Salaries ‐ Permanent Employees 1034.07 34352.15 32-510-50150-0000-1 Wages ‐ Temporary Employees 61.13 1085.93 32-510-50200-0000-1 Overtime 222.63 8847.0930-500-50350-0000-1 Stipends 0 353.19 30 ‐ SEWER Total: 1311.15 41380.71
31-505-50100-0000-1 Salaries ‐ Permanent Employees 353.77 13841.18 31-505-50150-0000-1 Wages ‐ Temporary Employees 59.52 1057.34 31-505-50200-0000-1 Overtime 3.67 113.98
Payroll Set: City‐City of McFarland
Account Account Description Units Pay Amount
30-500-50150-0000-1 Wages ‐ Temporary Employees 59.52 1057.34 30-500-50200-0000-1 Overtime 62.64 2513.87

Standby ‐ Standby Standby 14 0 1400.15
Vacation ‐ Vacation Pay Vacation Pay 15 252.08 9013.92
Report Total: 10236.28 341675.39
8/1/2024 10:02:33 A Page 14 of 14
Sick ‐ Sick Pay Sick Pay 27 272.62 8524.4
SRO  ‐ School Resource OfSchool Resource Officer 2 152 5478.37 SRO Holiday  ‐ School Res School Resource Officer Holiday Pay 1 8 290.2SRO‐OT ‐ School ResourceSchool Resource Officer Overtime 1 9 489.71PW Cert ‐ Grade 2 ‐ PublicPublic Works Certification ‐ Grade 2 2 0 69.23PW Cert ‐ Grade 3 ‐ PublicPublic Works Certification ‐ Grade 3 2 0 69.24Salary ‐ Salary Salary 7 571.52 31880.39 Salary ‐ Elected ‐ Salary ‐ ESalary ‐ Elected Officials 5 0 1000 PD ‐ Court Appear ‐ PD ‐ CPD ‐ Court Appearance 5 35.5 1864.47 PD ‐ Court Stand‐by ‐ PD CPD Court Stand‐by 1 3 163.24
Personal ‐ Personal Day Personal Day 6 41 1133.77PW Cert ‐ Grade 1 ‐ PublicPublic Works Certification ‐ Grade 1 2 0 23.08K‐9 Officer ‐ K‐9 Officer K‐9 Officer 2 0 36.92Live Scan ‐ Live Scan Live Scan 2 0 27.7 Notary ‐ Notary Notary 2 0 27.7
OT ‐ Overtime Overtime 64 982.43 42716.45Hourly ‐ Hourly Hourly 96 6401.94 195195.51 Hourly ‐ Reg ‐ Hourly ‐ RegHourly ‐ Regular 15 29.18 694.69Hourly ‐ Temp ‐ Hourly TeHourly Temporary Employees 5 270.75 4649.89 Intermediate POST ‐ InterIntermediate POST Certificate 4 0 92.32Comp Time Earned PD  ‐ CComp Time Earned PD 2 5.5 0 Comp Time Taken ‐ CompComp Time Taken 6 89.71 1790.48
Comp Time Taken PD ‐ CoComp Time Taken PD 4 61 2041.81Holiday ‐ Holiday Pay Holiday Pay 51 480 15267.02 Cash Out ‐ Comp PD ‐ Cas Cash Out ‐ Comp PD 1 80 3202.92 Cash Out ‐ Pers Day ‐ CashCash Out ‐ Pers Day 1 9 274.63 Cash Out ‐ VAC ‐ Cash OutCash Out ‐ Vacation 2 171.13 5793.22 Comp Time Earned ‐ Com Comp Time Earned 8 78.94 0
Advanced POST ‐ AdvanceAdvanced POST Certificate 8 0 276.96 Bachelor's Degree ‐ BacheBachelor's Degree 14 0 240.02
Bilingual ‐ Bilingual Bilingual 15 0 466.15
Cash Out ‐ Comp ‐ Cash OCash Out ‐ Comp Time 2 79.98 2002.46 City of McFarland, CA Pay Code Report
Pay Code Summary
7/1/2024 ‐ 7/31/2024
Payroll Set: City‐City of McFarland
Pay Code Description # of Payments Units Pay Amount
Admin Leave ‐ Admin LeavAdmin Leave 2 152 5478.37

City of McFarland
City Council Meeting

STAFF REPORT
Agenda Item No. 6.

Section: CONSENT AGENDA
Meeting Date: August 8, 2024
TO: Honorable Mayor and Council Members
FROM: Diego Viramontes, City Manager
Paul Saldaña , Community Development Director
SUBJECT: Second reading, by title only, and adopt Ordinance 6-2024 AN ORDINANCE

OF THE CITY OF MCFARLAND AMENDING THE MCFARLAND MUNICIPAL CODE CHAPTER 2.04.101 RELATING TO CITY COUNCIL MEETINGS SUMMARY:

The City Council meetings are currently held on the 2nd and 4th Thursdays of the month. The proposed ordinance would change the meeting days to the 2nd and 4th Wednesdays of each month. The time 6:00 pm would remain the same.

The ordinance was introduced following a public hearing on July 25, 2024. Following adoption, the ordinance will take Therefore, the first meeting under the new schedule would be September 11, 2024.

FINANCIAL IMPACT:

No financial impact
RECOMMENDATION:

City Council adopt, by title only, Ordinance 6-2024.

ATTACHMENTS:

None

ORDINANCE NO. 6-2024

AN ORDINANCE OF THE CITY OF MCFARLAND AMENDING THE
MCFARLAND MUNICIPAL CODE CHAPTER 2.04.101
Section 1. Recitals
WHEREAS, The City of McFarland desires to amend, clarify, and codify its Municipal Code Chapter related to city council meetings;
WHEREAS, The Ordinance updates the Municipal Code to change the regular meeting date for City Council meetings.

NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF MCFARLAND DOES ORDAIN AS FOLLOWS:

Section 1. Section 2.04.010 of the McFarland Municipal Code is hereby adopted, amended and restated to read as follows:

2.04.010 - Time Set for meetings.

The second and fourth Wednesday of each and every month at the hour of six (6) p.m. is established as the time for the regular meeting of the City Council.u
Section 2. Notice. The City clerk shall certify to the passage and adoption of this ordinance and shall cause this Ordinance to be posted within 15 days after its passage, in accordance with Section 36933 of the Government Code.

Section 3. Severability. If any section, subsection, sentence, clause, phrase, or word of this Ordinance is, for any reason, deemed or held to be invalid or unconstitutional by the decision of any court of competent jurisdiction, or preempted by legislative enactment, such decision or legislation shall not affect the validity of the remaining portions of this Ordinance. The City Council of the City of McFarland hereby declares that it would have adopted this Ordinance and each section, subsection, sentence, clause, phrase, or word thereof, regardless of the fact that any one or more sections, subsections, clauses, phrases, or word might subsequently be declared invalid or unconstitutional or preempted by subsequent legislation.

Section 4. Effective Date. This Ordinance shall take effect thirty days after its adoption pursuant to California Government Code section 36937.

Section 5. Certification; Publication. The City Clerk shall certify to the passage and adoption of this Ordinance and shall cause the same to be published or posted according to law.

INTRODUCED, at a regular meeting of the City Council of the City of McFarland, California on

7/25/2024, by the following vote:

PASSED AND ADOPTED at a regular meeting of the City Council of the City of McFarland on 8/8/2024 by the following vote:

Aye Nae Abstain Absent
Saul Ayon
Ricardo Cano
Amador Ayon
Anita Gonzalez
María T. Pérez
______________________________
Saul Ayon, Mayor
I hereby certify that the foregoing Ordinance was duly and regularly adopted by the City Council of the City of McFarland by a regular meeting thereof held on August 8, 2024.

ATTEST:
________________________________
Paul M. Saldana, Interim City Clerk

City of McFarland
City Council Meeting

STAFF REPORT
Agenda Item No. 7.

Section: CONSENT AGENDA
Meeting Date: August 8, 2024
TO: Honorable Mayor and Council Members
FROM: Diego Viramontes, City Manager
Brian Knox, Chief of Police
SUBJECT: APPROVAL OF TRAVEL AND TRAINING EXPENSES EXCEEDING $500.00 PER TRIP FOR THE K-9 POLICE OFFICER TO ATTEND THE K-9 POLICE AND MILITARY WORKING DOG CONFERENCE ON SEPTEMBER 10-12, 2024, IN NASHVILLE, TENNESSEE AND FOR THE CHIEF OF POLICE TO ATTEND THE KERN CHIEF'S CONFERENCE ON SEPTEMBER 3, 2024, IN PISMO, CALIFORNIA.

SUMMARY:

The McFarland Police Department has staff scheduled for training classes and conferences during the month of September. The K-9 Police and Military Working Dog Conference is being held on September 10th through the 12th in Nashville, Tennessee. Canine training conferences are important for canine handlers to attend. They attract national and international canine trainers and handlers. Law enforcement canine training is always evolving and in constant change. Having a well-trained canine team decreases liability to a police agency and municipality. The updated canine training at these conferences stays current with the latest tactics, techniques and procedures of the law enforcement canine community.

Networking at training conferences is crucial in professional settings. It allows our canine unit to expand their connections, build relationships, and create opportunities for collaboration and growth. By connecting with people from diverse backgrounds and expertise, our canine unit can gain valuable insights, advice, and support. Networking is a valuable tool for success in today's interconnected world. This conference will give our canine team an opportunity to expand their networking circle. The cost of the conference, per diem and hotel, is $2,280.95.

The Kern Chief's conference will be held September 3rd through September 6th in Pismo, California. The cost of the Kern Chief's conference and per diem is paid through the Kern Chief's Association dues, which are included in the McFarland Police Department budget. The cost of hotel is $805.52, which has been accounted for in the McFarland Police Department's annual budget.

FINANCIAL IMPACT:

The total cost for both trainings is $3,086.47. These trainings are budgeted in the McFarland Police Department 2024/2025 budget. As such, no budget adjustment is necessary at this time.

RECOMMENDATION:

Staff recommends approval of travel and training expenses exceeding $500.00 per trip for the K9 Officer conference and Kern Chief's conference.

ATTACHMENTS:

1. Attendee2024_K9C

2. Kern Chiefs

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Our conference & vendor show is
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(270) 534-0500 • fax: (270) 554-0514 • 7660 Old US Hwy 45 - Boaz, KY 42027 • [email protected] Page 38 of 402 Method of Payment: Credit Card Check
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Call Sonesta: (800) 766-3782 using group code: K-9 Conference (270) 534-0500 • fax: (270) 554-0514 • 7660 Old US Hwy 45 - Boaz, KY 42027 • [email protected] Page 39 of 402

City of McFarland
City Council Meeting

STAFF REPORT
Agenda Item No. 8.

Section: CONSENT AGENDA
Meeting Date: August 8, 2024
TO: Honorable Mayor and Council Members
FROM: Yerlys Hernandez , Public Works Director
Diego Viramontes, City Manager
SUBJECT: Receive and File Sewer Collection Master Plan
SUMMARY:

The City of McFarland owns and operates gravity sewer pipelines, sewer lift stations, sewer force mains and a wastewater treatment plant. With the Projected Growth, Land Annexations, and Current and Future Developments, The City of McFarland saw the need to analyze the condition and capacity of our current Sewer Infrastructure.

In May of 2023, the City of McFarland authorized Cannon Corp Civil Engineers to create a Sewer Master Plan. The purpose of the Sewer Master Plan is to Identify system rehabilitation needs, identify capacity deficiencies, identify future capacity needs, develop feasible alternatives to correct deficiencies and meet future capacity, plan the necessary rehabilitation improvements, and future Capital improvement Projects.

The draft Sewer Master Plan is now available for public comment, a draft of which is attached.

McFarland - Sewer Collection System Master Plan 2024 - Draft. Once the final plan is complete it will be brought back before Council for final adoption.

FINANCIAL IMPACT:

There is no financial impact.

RECOMMENDATION:

Receive and File Sewer Collection Master Plan
ATTACHMENTS:

1. McFarland - Sewer Collection System Master Plan 2024 - Draft

City of McFarland
Sewer Collection System Master Plan
June 2024 Draft

Prepared for: Prepared by:

City of McFarland Cannon Corp, San Luis Obispo
Public Works Department
401 Kern Avenue
McFarland, CA 93250

City of McFarland Table of Contents
Sewer Collection System Master Plan
City of McFarland
June 2024 i
Table of Contents
EXECUTIVE SUMMARY .............................................................................................................................. 3 INTRODUCTION........................................................................................................................................... 3 STUDY AREA AND DESIGN SEWER FLOWS............................................................................................ 3 HYDRAULIC MODEL AND CAPACITY EVALUATION................................................................................ 3 CONDITION ASSESSMENT ........................................................................................................................ 3 RECOMMENDED IMPROVEMENTS AND CAPITAL IMPROVEMENT PROGRAM .................................. 3

1. INTRODUCTION.............................................................................................................................. 4

1.1 BACKGROUND ............................................................................................................................... 4

1.2 PURPOSE, SCOPE & AUTHORIZATION....................................................................................... 4

1.3 ACRONYMS, ABBREVIATIONS AND DEFINITIONS..................................................................... 5

2. STUDY AREA CHARACTERISTICS .............................................................................................. 6

2.1 LOCATION & STUDY AREA ........................................................................................................... 6

2.2 TOPGRAPHY & CLIMATE............................................................................................................. 10

2.3 LAND USE & PLANNING PERIOD ............................................................................................... 10

2.4 POPULATION ................................................................................................................................ 12

3. PLANNING AREA DESIGN CRITERIA ........................................................................................ 15

3.1 GRAVITY SEWER LINES.............................................................................................................. 15

3.1.1 Manning Coefficient (n)...........................................................................................................15

3.1.2 Flow Depth Criteria (d/D) ........................................................................................................15

3.1.2.1 Flow Depth of Existing Sewers ...........................................................................................15

3.1.2.2 Flow Depth of New Sewers.................................................................................................15

3.1.3 Design Velocities and Minimum Slopes..................................................................................16

3.1.4 Change in Pipe Size................................................................................................................17

3.2 LIFT STATIONS AND FORCE MAINS.......................................................................................... 17

4. SEWER FLOWS............................................................................................................................ 19

4.1 FLOW MONITORING PROGRAM................................................................................................. 19

4.1.1 Flow Monitoring Location Selection ........................................................................................19

4.1.2 Flow Monitoring Implementation .............................................................................................22

4.1.3 Flow Monitoring Sample Data .................................................................................................22

4.1.4 Flow Monitoring Results..........................................................................................................23

4.2 WASTEWATER FLOW COMPONENTS....................................................................................... 23

4.3 EXISTING AND FUTURE SEWER FLOWS.................................................................................. 24

4.3.1 Wastewater Flow Coefficients.................................................................................................24

4.3.2 Existing Area Served and Future Development Average Dry Weather Flows........................24

4.4 DESIGN SEWER FLOW................................................................................................................ 26

5. COLLECTION SYSTEM HYDRAULIC MODEL ........................................................................... 30

5.1 MODELED SEWER COLLECTION SYSTEM ............................................................................... 30

5.1.1 Sewer Basins and Major Interceptors .....................................................................................30

5.1.2 Lift Stations..............................................................................................................................31

5.2 SEWER SYSTEM HYDRAULIC MODEL ...................................................................................... 31

5.2.1 Selected Hydraulic Model .......................................................................................................33

5.2.2 Elements of the Hydraulic Model ............................................................................................33

5.2.3 Quantifying Wastewater Flow .................................................................................................34

5.2.4 Sewer Tributary Areas (Existing and Future)..........................................................................35

5.2.5 Hydraulic Model Construction .................................................................................................35

5.3 HYDRAULIC MODEL CALIBRATION ........................................................................................... 36

City of McFarland Table of Contents
Sewer Collection System Master Plan
City of McFarland
June 2024 ii

5.3.1 Dry Weather Flow Calibration .................................................................................................36

6. COLLECTION SYSTEM CONDITION ASSESSMENT................................................................. 38

6.1 PERKINS CCTV VIDEO INSPECTION ......................................................................................... 38

6.1.1 Methodology............................................................................................................................38

6.2 PERKINS, GARZOLI, TAYLOR, AND FIFTH MANHOLE INSPECTIONS.................................... 43

6.2.1 Methodology............................................................................................................................43

6.2.2 Results of Manhole Inspections ..............................................................................................43

6.3 EXISTING LIFT STATION INSPECTIONS.................................................................................... 46

6.3.1 Methodology............................................................................................................................46

6.3.2 Results of Lift Station Inspections ...........................................................................................46

7. CAPACITY EVALUATION AND RECOMMENDED IMPROVEMENTS....................................... 49

7.1 COLLECTION SYSTEM CAPACITY ANALYSIS RESULTS......................................................... 49

7.1.1 Existing System.......................................................................................................................49

7.1.2 Future System.........................................................................................................................50

7.2 RECOMMENDED IMPROVEMENTS............................................................................................ 55

7.2.1 Project Categories...................................................................................................................55

7.2.2 Maintenance Related Improvements ......................................................................................55

7.2.3 Existing Capacity Related Improvements ...............................................................................56

7.2.4 Future Development/Capacity Related Improvements ...........................................................56

7.3 DESIGN PARAMETERS FOR TAYLOR AVENUE HIGHWAY 99 UNDERCROSSING............... 58

8. CAPITAL IMPROVEMENT PLAN................................................................................................. 59

8.1 PROJECT COSTS......................................................................................................................... 59

8.2 CAPITAL IMPROVEMENT IMPLEMENTATION ........................................................................... 59

8.3 EXISTING VERSUS FUTURE USERS COST SHARE................................................................. 62

8.3.1 Existing Users Cost.................................................................................................................62

8.3.2 Future Users Cost ...................................................................................................................62

8.3.3 Shared Cost ............................................................................................................................62 REFERENCES............................................................................................................................................ 63 TECHNICAL APPENDICES....................................................................................................................... 64 APPENDIX A - GOLD COAST ENVIRONMENTAL SEWER FLOW REPORTS ..................................... 65 APPENDIX B - DSI SEWER CCTV INSPECTION REPORT (ABBREVIATED) ...................................... 66 APPENDIX C - PRELIMINARY PROJECT COST ESTIMATES .............................................................. 67

City of McFarland Executive Summary
Sewer Collection System Master Plan
City of McFarland
June 2024 3

EXECUTIVE SUMMARY

INTRODUCTION
[Complete after receipt of City comments on Draft Report.]

STUDY AREA AND DESIGN SEWER FLOWS
[Complete after receipt of City comments on Draft Report.]

HYDRAULIC MODEL AND CAPACITY EVALUATION
[Complete after receipt of City comments on Draft Report.]

CONDITION ASSESSMENT
[Complete after receipt of City comments on Draft Report.]

RECOMMENDED IMPROVEMENTS AND CAPITAL IMPROVEMENT PROGRAM [Complete after receipt of City comments on Draft Report.]

City of McFarland Chapter 1: Introduction
Sewer Collection System Master Plan
City of McFarland
June 2024 4

1. INTRODUCTION
This chapter presents brief background information, the purpose of the Sewer Collection System Master Plan, and the scope of work to be covered in preparing the Sewer Collection System Master Plan.

1.1 BACKGROUND
The City of McFarland (City) owns and operates gravity sewer pipelines, sewer lift stations, sewer force mains, and a Wastewater Treatment Plant with a permitted capacity of 1.55 million gallons per day (MGD) within its service area. The City collects wastewater from residential, commercial, and institutional customers.

In 2013, the City completed the “City of McFarland Wastewater Treatment Master Plan” which evaluated the future wastewater treatment capacity needs of the City, and provided improvement recommendations to meet the City’s future needs. Some of the recommended Wastewater Treatment Plant improvements have been completed, and construction of further improvements is ongoing. The last sewer collection system master plan prepared by the City of McFarland was in 2006. Since that time, significant growth and development have occurred in the City. In addition, large areas to the southeast and southwest of the City limits have recently been annexed into the City. Development is expected to begin in these areas in the near future. Therefore, preparation of an updated sewer collection system master plan is needed at this time.

1.2 PURPOSE, SCOPE & AUTHORIZATION
The purpose of the Sewer Collection System Master Plan is to address the following needs:
• identify system rehabilitation needs,
• identify existing capacity deficiencies,
• identify future capacity needs,
• develop feasible alternatives to correct the deficiencies and meet future capacity needs, • plan the necessary rehabilitation improvements, and
• plan the capacity improvements and infrastructure to serve future development.

The City approved scope of work with Cannon Corporation (Cannon) for the Sewer Collection System Master Plan (Master Plan) includes the following tasks:
• Field survey to support hydraulic model development.
• Flow monitoring at critical sewer manholes, and data analysis. • Calculate design flows.
• Sewer Collection System hydraulic model development.
• Existing and future sewer collection system capacity analysis. • CCTV video of key sewer lines.
• Field inspection and condition assessment of key manholes and lift stations. • Development of recommendations and Capital Improvement Plan (CIP). • Master Plan report preparation.

Cannon wishes to acknowledge and thank Yerlys Hernandez Public Works Director, Robert Cisneros, Wastewater Treatment Plant Supervisor, and Jose Medina, Wastewater Operator for their cooperation and contribution toward producing the Master Plan.

City of McFarland Chapter 1: Introduction
Sewer Collection System Master Plan
City of McFarland
June 2024 5

1.3 ACRONYMS, ABBREVIATIONS AND DEFINITIONS
Acronyms and abbreviations are used in this report to conserve space and to improve readability.

The definitions of the various acronyms and abbreviations used in the report are provided in Table 1-1 below to assist the reader in understanding the information presented in the report.

Table 1-1 Definitions of Acronyms and Abbreviations
Acronym or
Abbreviation Definition
ADWF Average Dry Weather Flow
Cannon Cannon Corporation
CCTV Closed-Circuit Television
CEQA California Environmental Quality Act
CIP Capital Improvement Plan
City City of McFarland
d/D Flow Depth of Pipe Diameter Ratio
DOF California Department of Finance
DWF Dry Weather Flow
ENR CCI Engineering News Record Construction Cost Index EPA Environmental Protection Agency
fps Feet per Second
GIS Geographic Information System
gpd Gallons per Day
gpd/ac Gallons per Day per Acre
gpm Gallons per Minute
GWDRs General Waste Discharge Requirements
Order Number No. 2022-0103-DWQ
GWI Groundwater Infiltration
HGL Hydraulic Grade Line
I/I Infiltration/Inflow
Master Plan Sewer Collection System Master Plan
MGD Million Gallons per Day
msl Mean Sea Level
n Manning Friction Coefficient
PWWF Peak Wet Weather Flow
ROW Right-of-Way
SSMH Sanitary Sewer Manhole
SSO Sanitary Sewer Overflow
SWRCB State Water Resources Control Board
TDH Total Dynamic Head
UPRR Union Pacific Railroad
WWF Wet Weather Flow
WWTP Wastewater Treatment Plant

City of McFarland Chapter 2: Study Area Characteristic
Sewer Collection System Master Plan
City of McFarland
June 2024 6

2. STUDY AREA CHARACTERISTICS
This chapter presents a description of the study area, discusses the land use classifications, and summarizes the historical and projected population trends.

2.1 LOCATION & STUDY AREA
The City of McFarland is located in the southern San Joaquin Valley, approximately 10 miles west of the foothills of the Sierra Nevada Mountains and 40 miles west of the coastal mountains. The City straddles State Route (Hwy) 99, and is located in the north-central portion of Kern County, about 26 miles north of Bakersfield. The Regional Location Map is shown in Figure 2-1.

The City operates and maintains approximately 24 miles of sewer lines ranging from 6-inches to 24-inches in diameter, and three sewer lift stations with associated force mains. All wastewater generated within the City is ultimately conveyed through 18” and 24” trunk sewer lines in Perkins Avenue to the City’s Wastewater Treatment Plant (WWTP) for treatment. Figure 2-2 illustrates the City’s Current Sewer Service Area.

The City recently annexed 2,180 acres within its sphere of influence, southeast and southwest of the prior City Limits. The City expects significant new development to begin in the near future in this recently annexed area. Therefore, the study area boundary for this Sewer Collection System Master Plan (Master Plan) and the current City limits are coterminous and will be used interchangeably throughout this report. The Study Area (including study area boundary) is shown in Figure 2-3.

1050 Southwood Drive San Luis Obispo, CA 93401 P 805.544.7407 F 805.544.3863

1050 Southwood Drive San Luis Obispo, CA 93401 P 805.544.7407 F 805.544.3863

1050 Southwood Drive San Luis Obispo, CA 93401 P 805.544.7407 F 805.544.3863

City of McFarland Chapter 2: Study Area Characteristic
Sewer Collection System Master Plan
City of McFarland
June 2024 10

2.2 TOPGRAPHY & CLIMATE
The topography across the City and the region is generally very flat and slopes to the northwest at a grade of less than 0.5 percent. The elevation in the middle of town is approximately 360 feet above sea level.

The regional climate can be characterized by relatively cold winters, and hot, dry summers.

Winter months are cold with occasional inversion temperatures resulting in “Tule” fog in late winter. Winter temperatures occasionally drop below 32 degrees Fahrenheit, with the frost period extending from late November through February. Summers are hot, dry, and nearly cloudless.

Summer temperatures range from daytime highs exceeding 100 degree Fahrenheit to nighttime lows in the range of 50 to 60 degrees Fahrenheit.

Precipitation in the area averages between 5 to 7 inches per year. Most of the rain falls between November and April. Above average rainfall occurred during the period of November 2022 to April 2023 with the rainfall total for the City around 10.8 inches. The prevailing wind is from the Northwest. The wind generally increases in the evening as a result of thermal effects. The average growing season typically extends from March through November.

2.3 LAND USE & PLANNING PERIOD
Land use information and area (acres) are integral components in forecasting future wastewater generation within a city. The type and acreage of land uses in an area will affect the volume and character of the wastewater generated by that area. Adequately estimating the generation of wastewater flows from various land use types is important in planning for and sizing effective sewer system facilities.

The City of McFarland provides sewer collection service to multiple land use types and zoning designations within the study area. Land use types and zoning designations within a city are defined by the city’s General Plan. The land use information used in the Master Plan is based on the City’s current 2040 General Plan (adopted in 2021) and zoning designations, as illustrated in the current City Zoning Map presented as Figure 2-4 FIGURE 2-4 CITY ZONING MAPbelow.

Table 2-1 provides the acreage totals by zoning designations within the City Limits, and a breakdown between developed and undeveloped lands.

The City’s zoning designations set the foundation for the land use assumptions in this Master Plan. Should future planning conditions change significantly from the assumptions in the Master Plan (i.e., accelerated growth, more intense development, etc.), update of the Master Plan is recommended.

1050 Southwood Drive San Luis Obispo, CA 93401 P 805.544.7407 F 805.544.3863

City of McFarland Chapter 2: Study Area Characteristic
Sewer Collection System Master Plan
City of McFarland
June 2024 12
Table 2-1 Zoning Designations & Area
Zoning Designation
Area within the Current City Limits1
Developed
(acres)
Undeveloped
(acres) Total (acres)
Residential - Single Family 411.58 728.32 1,139.89
Residential - Two Family 110.05 0.00 110.05
Residential - Multi-Family 32.65 65.28 97.93
Mixed Use 0 246.48 246.48
Commercial 60.31 137.11 197.43
Office 0 19.08 19.08
Industrial - Light 385.10 441.13 826.23
Industrial 0.00 569.68 569.68
Educational 91.91 19.19 111.10
Park 79.43 3.95 83.38
Agricultural 49.39 0.00 49.39
Total 1,220.41 2,230.21 3,450.62
Notes:

1. Area totals exclude roads, highways, waterways, etc.

When modeling sewer systems, wastewater flows are often split into residential and commercial/industrial “categories” based on diurnal flow patterns and waste characteristics.

Within the City of McFarland, the largest zoning category is commercial/industrial (commercial, office, light industrial, and industrial) which accounts for 1,612 acres, or approximately 47 percent of the total City area (excluding streets, highways, waterways, etc.). The residential zoning category (single-family, two-family, and multi-family) makes up 1,348 acres, or approximately 39 percent of the total City area. The other zoning designations including mixed use, educational, parks, and agricultural account for the remaining 15 percent of the City area.

The Planning Period of the City of McFarland Sewer Collection System Master Plan is through the year 2045. The Master Plan study area is intended to include the existing City Limits, and incorporate development that could occur through the Planning Period. The City is not anticipating annexing any additional land areas beyond the current City limits within the Planning Period of the Master Plan. Therefore, the area covered by the Master Plan does not extend beyond the current City Limits. As seen in Table 2-1, there are roughly 2,230 acres of developable land within the current City Limits. For projecting future wastewater flows, the Master Plan assumes that the 2,230 acres of undeveloped land within in the City Limits will be developed by 2045.

2.4 POPULATION
Population data and growth projections are essential to determining the present per capita wastewater flows, and to estimate future wastewater flows. As indicated in Table 2-2, the City had an approximate population of 12,707 in 2010. The Kern County Council of Governments (COG) forecasts the City of McFarland’s population to increase to approximately 16,142 by 2025, and 19,300 by 2040. Based on the COG forecasts, the City’s estimated population in 2024 is

City of McFarland Chapter 2: Study Area Characteristic
Sewer Collection System Master Plan
City of McFarland
June 2024 13
15,932. This indicates an approximate 21 percent population growth between 2024 and 2040.

For the purposes of the Master Plan, the City’s projected growth is assumed to occur within the recently annexed southeast and southwest areas. Table 2-2 and Figure 2- summarize the City’s historical and projected population from the year 1980 through the year 2040.

City of McFarland Chapter 2: Study Area Characteristic
Sewer Collection System Master Plan
City of McFarland
June 2024 14
Table 2-2 City of McFarland Historical and Projected Population Year City Population1 Annual Percent
Growth
1980 5,151 3.3%
1985 6,007 3.3%
1990 7,005 3.3%
1995 8,208 3.4%
2000 9,615 3.4%
2005 11,055 3.0%
2010 12,707 3.0%
2015 14,037 2.1%
2020 15,090 1.5%
2025 16,142 1.4%
2030 17,195 1.3%
2035 18,247 1.2%
2040 19,300 1.2%
Notes:

1. Population projections provided by the Kern County Council of Governments 2014 Regional Transportation Plan/Sustainable Communities Strategy (RTP/SCS)
Figure 2-5: City of McFarland Historical and Projected Population 0 5000
10000
15000
20000
25000
1980 1990 2000 2010 2020 2030 2040

POPULATION
YEAR
Historical Projected

City of McFarland Chapter 4: Planning Area Design Criteria Sewer Collection System Master Plan
City of McFarland
June 2024 15

3. PLANNING AREA DESIGN CRITERIA
The capacity of the City of McFarland’s sewer collection system was evaluated based on the planning area design criteria defined in this chapter. The design criteria are primarily based on the City of McFarland’s Improvement Standards. The City’s Improvement Standards stipulate general policies within the City, and outline sewer system design criteria. Some of the criteria are discussed in this chapter. In the absence of City sewer design standards, Kern County Engineering Development Standards, and other design criteria developed by Cannon based on engineering judgement and past experience are used. This chapter addresses the collection system capacity, gravity sewer line slopes, maximum depth of flow within sewer lines, and average wastewater flow coefficients.

3.1 GRAVITY SEWER LINES
Gravity sewer pipe capacities are dependent upon the following factors: pipe diameter, pipe roughness, pipe slope, maximum allowable depth of flow, and minimum/maximum velocities.

3.1.1 Manning Coefficient (n)
The Manning Roughness Coefficient (n) is a friction coefficient and varies with respect to pipe material, size of pipe, depth of flow, smoothness of pipe and joints, and extent of root intrusion.

For sewer pipes, the Manning Roughness Coefficient typically ranges between 0.011 and 0.017, with 0.013 being a representative value used for sewer system master planning.

3.1.2 Flow Depth Criteria (d/D)
The primary criterion used to identify capacity deficient trunk sewers or to size new improvements is the maximum flow depth to pipe diameter ratio (d/D). In this case, the d/D ratio value is defined as the depth of flow (d) in a pipe during peak flow conditions, divided by the pipe’s diameter (D).

The City’s Standard Details and Specifications do not specifically define the acceptable d/D values for various pipe diameters.

3.1.2.1 Flow Depth of Existing Sewers
Maximum flow depth criteria of existing sanitary sewers are established based on a number of factors, including the acceptable risk tolerance of the utility, funding availability, local standards and codes, and other factors. Using a conservative d/D ratio when evaluating existing sewers may lead to unnecessary replacement of existing pipelines. Conversely, lenient depth criteria could increase the risk of sanitary sewer overflows (SSOs). Ultimately, the maximum allowable flow depth criteria should be established to be as cost effective as possible while at the same time reducing the risk of SSOs to the extent possible.

3.1.2.2 Flow Depth of New Sewers
When designing new sewers, it is customary practice to adopt variable flow depth criteria for different pipe sizes. Design d/D ratios typically range from 0.5 to 0.92, with the lower values used for smaller pipes, which may experience flow peaks greater than design flow or may experience blockages from debris, paper, or rags.

City of McFarland Chapter 4: Planning Area Design Criteria Sewer Collection System Master Plan
City of McFarland
June 2024 16
Based on industry standards and Cannon’s experience, the following d/D criteria are established.

Sewers 12-inches in diameter and smaller shall be designed to flow with an approximate liquid depth to pipe diameter ratio of 0.50. Sewers 15-inches in diameter and larger shall be designed to flow with an approximate liquid depth to pipe diameter ratio of 0.75. The maximum flow depth criteria are listed in Table 3-1 below.

Table 3-1 Maximum Flow Depth Criteria (d/D)
for Existing and New Sewers
Pipe Diameter Maximum Allowable
d/D Ratio
Less Than and Equal to 12” (≤12”) 0.50
Greater Than and Equal to 15” (≥15”) 0.75

3.1.3 Design Velocities and Minimum Slopes
In order to minimize the settlement of sewage solids, sewer velocities should be equal to or greater than 2 feet per second (fps), based on a roughness coefficient of 0.013. At this velocity, the sewer flow will typically provide self-cleaning of the pipe. Table 3-2 lists the recommended minimum slope for new sewer pipes and the corresponding maximum flow when the pipes are flowing at their maximum d/D ratio.

City of McFarland Chapter 4: Planning Area Design Criteria Sewer Collection System Master Plan
City of McFarland
June 2024 17
Table 3-2 Minimum Slope and Maximum Flow for New Sewer Pipe Pipe
Diameter
(inches)
Minimum
Slope (1),(2)
(feet/feet)
Calculated Flow at Maximum d/D (2),(3)
d/D Maximum Flow (MGD)
8 0.0050(4) 0.50 0.276
10 0.0025 0.50 0.353
12 0.0019 0.50 0.508
15 0.0011 0.75 1.276
18 0.0009 0.75 1.838
21 0.0007 0.75 2.501
24 0.0006 0.75 3.267
27 0.0005 0.75 4.135
30 0.0004 0.75 5.105
36 0.0003 0.75 7.351
42 0.0003 0.75 10.005
48 0.0002 0.75 13.068
Notes:

1. Recommended minimum slope for flows at a velocity greater than or equal to 2 fps.

2. Manning's n = 0.013.

3. Calculated flow is determined using the minimum slope and the maximum allowable d/D presented in Table 3.1.

4. The minimum slope for 8-inch sewer mains is listed at 0.5%, which is slightly greater than that required to maintain a minimum velocity of 2 fps with a d/D of 0.5.

3.1.4 Change in Pipe Size
In accordance with the City’s Standard Details and Specifications, when a smaller sewer joins a large one, the inlet crown shall be at least as high as the outlet crown.

3.2 LIFT STATIONS AND FORCE MAINS
Some key design parameters for sewer lift stations include the following:
• dry pit-wet well, or wet well only design,
• above grade or submersible motors,
• number of pumps and pump capacity,
• wet well storage capacity,
• number of pump starts per hour, and
• backup power supply such as an emergency generator

City of McFarland Chapter 4: Planning Area Design Criteria Sewer Collection System Master Plan
City of McFarland
June 2024 18
Industry standard practice is to require that sewer lift stations have two or more pumps, and sufficient capacity to pump the design flow with the largest pump out of service. This is referred to as “firm” capacity.

Force main pipe material and pipe diameter are two key design parameters. High density polyethylene (HDPE) pipe is a commonly preferred pipe material for sewer force mains due to its fused joints, and corrosion and abrasion resistance. Selecting the optimal force main pipe diameter is important in determining the resulting velocity based on design flows. Force main piping should be sized to provide a minimum velocity of 3 fps at the design flow of the lift station to maintain a self-cleaning velocity within the pipeline, and to limit the maximum velocity to no more than 8 fps to avoid excessive head loss within the pipeline.

City of McFarland Chapter 4: Sewer Flows
Sewer Collection System Master Plan
City of McFarland
June 2024 19

4. SEWER FLOWS
This chapter summarizes the flow monitoring program, and presents the calculations of the design flows used in evaluation of the capacity of the existing and future sewer system.

4.1 FLOW MONITORING PROGRAM

4.1.1 Flow Monitoring Location Selection
In coordination with City staff, Cannon selected five (5) sewer manhole locations for the City of McFarland’s flow monitoring program. The goal was to select key locations capable of providing a comprehensive assessment of the City’s entire sewer collection system. Three of the flow monitoring locations were selected along Perkins Avenue, one of the City’s primary east-west roads, which connects the principal areas of the City. Two trunk sewer lines are located in Perkins Avenue: an 18” VCP sewer line, and a 24” PVC sewer line. These trunk sewer lines collect and convey sewage from throughout the City’s existing sewer service areas to the City’s wastewater treatment plant (WWTP).

The first flow monitoring site was located along Perkins Avenue just east of Highway 99, near the intersection with Industrial Street. The second flow monitoring site was located along Perkins Avenue just east of the intersection with Garzoli Avenue. The third flow monitoring site was located along Garzoli Avenue a little south of the intersection of Perkins Avenue & Garzoli Avenue.

The fourth flow monitoring site was located along Perkins Avenue a little west of the intersection of Perkins Avenue & Garzoli Avenue. The fifth and final flow monitoring location was located along Taylor Avenue just east of the intersection of Garzoli Avenue & Taylor Avenue. The intention of the third and fifth monitoring locations was to capture data for the area of the City south of Perkins Avenue and west of Highway 99.

The flow metering manhole locations and pipe diameters where the meters were installed are listed in Table 4-1 below. The Flow Meter Locations are illustrated in Figure 4-1, and Figure 4-2 provides a Schematic of the Flow Monitoring Locations.

Table 4-1 Flow Metering Manhole Locations and Pipeline Diameters Site
No.

Manhole
No. Location Diameter(inches)
1 7054
Near the intersection of E Perkins Avenue &
Industrial Street on the east side of Highway 99
(Perkins Trunk Line)
12 2 7037 Along W Perkins Avenue just east of the intersection with Garzoli Avenue (Perkins Trunk Line) 18
3 7066 Along Garzoli Avenue a little south of the intersection with W Perkins Avenue (Garzoli Trunk Line) 21
4 7033 Along W Perkins Avenue a little west of the
intersection with Garzoli Avenue (Garzoli Trunk Line) 24 5 7084 Along Taylor Avenue just east of the intersection with Garzoli Avenue (Garzoli Trunk Line) 12

1050 Southwood Drive San Luis Obispo, CA 93401 P 805.544.7407 F 805.544.3863

5 1
3 2
4 5
McFarland
WWTP
3 2
4 1
No.

No.

FLOW METER

FLOW MONITORING

SUBBASIN
LEGEND
FIGURE 4-2

SEWER COLLECTION SYSTEM MASTER PLAN

FLOW MONITORING LOCATIONS SCHEMATIC
City of McFarland Page 63 of 402
City of McFarland Chapter 4: Sewer Flows
Sewer Collection System Master Plan
City of McFarland
June 2024 22

4.1.2 Flow Monitoring Implementation
The City of McFarland contracted with Gold Coast Environmental to implement a flow monitoring program and conduct temporary flow monitoring at (5) five sewer manholes/metering sites. The flow monitoring was conducted from July 26, 2023, to August 09, 2023. The flow meter at sanitary sewer manhole (SSMH) 7033, along Perkins Avenue, west of Garzoli Avenue, initially provided inaccurate data, so this location was re-monitored from November 22, 2023, to December 05, 2023. As part of this Sewer Collection System Master Plan, the City requested that Cannon summarize in the Mast Plan the data collected by Gold Coast Environmental (GCE). As requested, the data collected by GCE is summarized below.

4.1.3 Flow Monitoring Sample Data
Sample flow metering data for a 24-hour period at Site 2 (SSMH 7037) is presented in Figure 4- 3 below. Sample flow metering data for a 24-hour period at Site 4 (SSMH 7033) is presented in Figure 4-4 below. Complete copies of the Gold Coast Environmental Sewer Flow Reports including all data collected by GCE are included in Appendix A.

Figure 4-3 Flow Metering Data from Site 2, SSMH 7037 for Tuesday 08/08/23 0 100
200
300
400
500
600
700
800
900
12:00 AM 4:48 AM 9:36 AM 2:24 PM 7:12 PM 12:00 AM
Flow (GPM)
Time
Site 2 Example Flow Metering Data

City of McFarland Chapter 4: Sewer Flows
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City of McFarland
June 2024 23
Figure 4-4 Flow Metering Data from Site 4, SSMH 7033 for Tuesday 11/28/23

4.1.4 Flow Monitoring Results
During the flow monitoring period, depth of flow, velocity, and flow rate data were collected at each meter at 15-minute intervals. The 15-minute data was aggregated into 24-hr daily totals.

This daily flow data was averaged and utilized as the input for the sewer collection system hydraulic model. The sum of the flow meters at Sites 2 and 4 equals the total WWTP influent flow. The total average daily flow directed to the WWTP that was measured by the flow meters was approximately 1.1 MGD. This is consistent with the WWTP influent flow data provided to Cannon by the City for the years 2018 through 2023. During these years, the WWTP influent flows did not vary significantly, and the average influent flow was approximately 1.0 MGD.

4.2 WASTEWATER FLOW COMPONENTS
Wastewater flow is generated by routine water usage in the residential, commercial, industrial and institutional sectors of the sewer system. The flow generated has a diurnal pattern that varies depending on the type of use. The typical residential diurnal pattern has higher flows in the morning and evening hours (6AM to 9AM and 4PM to 8PM when cooking, clothes washing, dish washing, and bathing commonly occur), with moderate flows during the mid-day hours, and lower flows through the night. Commercial and industrial patterns, though they vary depending on the type of use, typically have more consistent higher flows during business hours, and lower flows at night. Furthermore, the diurnal flow pattern experienced during a weekend may vary from the diurnal flow experienced Monday through Friday.

Based on the historical flow data from the permanent influent flow meter at the City’s Wastewater Treatment Plant from 2018 through 2023, the City’s WWTP received an average daily flow of approximately 1.0 MGD.
0 100
200
300
400
500
600
12:00 AM 4:48 AM 9:36 AM 2:24 PM 7:12 PM 12:00 AM
Flow (GPM)
Time
Site 4 Example Flow Metering Data

City of McFarland Chapter 4: Sewer Flows
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City of McFarland
June 2024 24

4.3 EXISTING AND FUTURE SEWER FLOWS

4.3.1 Wastewater Flow Coefficients
To develop wastewater flow projections and allocate future flows to the sewer collection system, the relationship between land use and wastewater generation were identified for each land use type within the City. These relationships, called wastewater generation/flow coefficients, were established based on the average wastewater flow generated from each existing land use type.

The wastewater generation coefficients established for the existing land use types were used to forecast or project the estimated average daily wastewater flow for the recently annexed undeveloped areas.

Average wastewater flow coefficients are rates, usually expressed in gallons per day per capita (gpd/person), or gallons per day per acre (gpd/ac) applied to land use acreage to calculate the average design flow generated from a particular land use. A flow coefficient was developed for each City of McFarland zoning designation. The flow coefficient provides a means to transform a zoning category from acreage into wastewater flow. The resulting flow is then input into the appropriate sewer area in the sewer collection system hydraulic model. Wastewater flow coefficients for residential areas can range between 200 to 2,000 gpd/ac, and commercial and industrial areas may range from 750 to 1,750 gpd/ac. Land use designated as agriculture and parks have a wastewater flow coefficient of 200 gpd/ac.

The wastewater flow coefficients were initially extracted from the SE (Southeast Area) Wastewater Feasibility Study prepared by Cannon in October 2017. These coefficients were then balanced (adjusted up or down) so that the total average daily wastewater flow for each of the existing zoning designations matched the total existing sewer service area flow of 1.1 MGD.

4.3.2 Existing Area Served and Future Development Average Dry Weather Flows Developing an accurate wastewater generation estimate for the future development of the recently annexed area at build out is a crucial step in sizing the sewer facilities to serve the area, and in upsizing the existing sewer facilities to accommodate the future additional flows. The future average daily sewer flow for the recently annexed /undeveloped area was determined by multiplying the updated wastewater generation coefficients, used for the existing area served, by the recently annexed /undeveloped area land use acreage. Using this method, the estimated average daily flow of future development is 2.15 MGD. The total Average Dry Weather Flow (ADWF) for the entire City Limits, consisting of the existing area served and future development, is 3.25 MGD. Table 4-2 and Table 4-3 list the wastewater flow coefficients for each zoning designation, and the Average Daily Flow for the existing area served and future development, respectively.

Table 4-2 Wastewater Flow Coefficients, and
Average Daily Flow for Existing Area Served
Zoning
Designation within
Existing City
Limits
Area (Ft2) Acreage Percent
of Total
Wastewater
Flow
Coefficient
(Gal/Acre-Day)
Existing Avg.

Daily Flow
(MGD)
Agriculture 8,960,349 205.7 15% 200 0.041

City of McFarland Chapter 4: Sewer Flows
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City of McFarland
June 2024 25
Commercial 3,002,905 68.9 5% 1,400 0.097
Educational 4,839,618 111.1 8% 600 0.067
Industrial 395,755 9.1 1% 800 0.007
Industrial-Light 11,353,098 260.6 19% 750 0.195
Mixed Use - 0.0 0% 1,750 0.000
Office - 0.0 0% 825 0.000
Park 1,352,303 31.0 2% 200 0.006
Residential - Single
Family 22,442,654 515.2 38% 1,000 0.515
Residential - Two
Family 4,793,635 110.0 8% 1,500 0.165
Residential - MultiFamily 1,422,056 32.6 2% 2,000 0.065 Total 1344.4 1.158
Table 4-3 Wastewater Flow Coefficients, and
Average Daily Flow for Future Development
Proposed
Annexation
Zoning
Designation
Area (Ft2) Acreage Percent
of Total
Wastewater
Flow
Generation
(Gallons/AcreDay)
Future
Avg. Daily
Flow (MGD)
Agriculture - 0.0 0% 200 0.000
Commercial 5,597,352 128.5 6% 1,400 0.180
Educational - 0.0 0% 600 0.000
Industrial 24,419,318 560.6 27% 800 0.448
Industrial-Light 17,826,687 409.2 19% 750 0.307
Mixed Use 10,736,563 246.5 12% 1,750 0.431
Office 831,140 19.1 1% 825 0.016
Park 2,279,651 52.3 2% 200 0.010
Residential - Single
Family 27,211,091 624.7 30% 1,000 0.625
Residential - Two
Family - 0.0 0% 1,500 0.000
Residential - MultiFamily 2,843,757 65.3 3% 2,000 0.131 Total 2106.2 2.148

City of McFarland Chapter 4: Sewer Flows
Sewer Collection System Master Plan
City of McFarland
June 2024 26

4.4 DESIGN SEWER FLOW
Sewer system infiltration and inflow (I&I) is the term describing excess clear water from groundwater and stormwater sources that flows into the sanitary sewer system. The infiltration component is groundwater that seeps into sewer pipes through holes, cracks, joint failures and faulty connections. The inflow component is stormwater that quickly flows into sewers from roof drain downspouts, storm drain cross-connections, and through holes in manhole covers. The design sewer flow is the maximum hourly flow rate which may occur under selected design storm conditions during which I&I are expected to combine with the sewer flow and produce maximum hourly sewer flow rate conditions.

Typically, measured or estimated infiltration and inflow from a peak design storm is routed through the sewer collection system hydraulic model to estimate the peak design flow in the sewer system, and to quantify the system’s capacity. Rainfall data for the southern Central Valley is collected by the California Irrigation Management Information System (CIMIS). Historical CIMIS rainfall data for the past five (5) years was obtained and reviewed by Cannon. Rainfall data for the City of McFarland was estimated by interpolating from the rainfall stations located in Shafter and Delano. Over the past five years, there have been three significant storm events that have caused the Wastewater Treatment Plant’s influent flow rate to quickly rise. They include the following dates:
• January 9-10, 2023
• February 23-25, 2023
• March 9-16, 2023
There were other storm events recorded from 2018 -2022, but none of these storms caused the WWTP influent flow to rise higher than the storms of winter 2023. The January 9-10, 2023 storm caused the WWTP influent flow to rise to around 3.1 MGD. The February 23-25, 2023, storm caused the WWTP influent flow to rise to around 2.5 MGD. The March 9-16, 2023 storm caused the WWTP influent flow to rise to around 1.9 MGD. Figure 4-1, 4-6 and 4-7 show the relationship between rainfall intensity and WWTP influent flow during these three storm events. The WWTP influent flow data during these storms indicate that the City’s sewer collection system does experience significant I&I during large storm events.

City of McFarland Chapter 4: Sewer Flows
Sewer Collection System Master Plan
City of McFarland
June 2024 27
Figure 4-1 January 9-10, 2023, Rainfall and WWTP Inflow Data 0 0.05

0.1 0.15

0.2 0.25

0.3 0.0

0.5 1.0

1.5 2.0

2.5 3.0

3.5 Rainfall (in/hr)
WWTP Flow (MGD)
Date and Time
Rainfall and WWTP Flow for Jan 9-10, 2023
Rainfall WWTP Flow

City of McFarland Chapter 4: Sewer Flows
Sewer Collection System Master Plan
City of McFarland
June 2024 28
Figure 4-2 February 23-25, 2023, Rainfall and WWTP Inflow Data Figure 4-3 March 9-16, 2023, Rainfall and WWTP Inflow Data

0.0 0.5

1.0 1.5

2.0 2.5

3.0 3.5
0 0.05

0.1 0.15

0.2 0.25

0.3 WWTP Flow (MGD)
Rainfall (in/hr)
Date and Time
Rainfall and WWTP Flow for Feb 23-25, 2023
Rainfall WWTP Flow
0 0.5
1 1.5
2 2.5
3 3.5
0 0.05

0.1 0.15

0.2 0.25

0.3 WWTP Flow (MGD)
Rainfall (in/hr)
Date and Time
Rainfall and WWTP Flow for Mar 9 -16, 2023
Rainfall WWTP Flow

City of McFarland Chapter 4: Sewer Flows
Sewer Collection System Master Plan
City of McFarland
June 2024 29
The City’s WWTP receives an average daily flow of roughly 1.1 MGD. The January 9-10, 2023, storms had a peaking factor of roughly 2.8, while the February 23-25, 2023, and the March 9-16, 2023, storms had peaking factors of 2.3 and 1.7 respectively. Applying a 20 percent factor of safety to the peaking factor from the largest observed storm (2.8) yields a peaking factor of 3.3.

The average daily flow and this peaking factor (3.3) were used to calculate the peak discharge for the existing and future sewer collection systems.

Applying a 3.3 peaking factor to the City’s average daily flow yields a Peak Wet Weather Flow of

3.83 MGD within the existing area served, and a Peak Wet Weather Flow of 7.10 MGD for the future development (recently annexed area). Combining both flows results in the Total Peak Wet Weather Flow (Design Sewer Flow) of 10.93 MGD, as presented in Table 4-4 below.

Table 4-4 Average Daily and Peak Wet Weather Flows
for Existing and Future Development
City Region Total Area
(acres)
Average
Daily Flow
(MGD)
Peaking
Factor
Peak Wet
Weather Flow
(MGD)
Existing Area Served 1,344 1.16 3.3 3.83
Future Development 2,106 2.15 3.3 7.10
Combined Total: 3,450 3.31 10.93

City of McFarland Chapter 5: Collection System Hydraulic Model Sewer Collection System Master Plan
City of McFarland
June 2024 30

5. COLLECTION SYSTEM HYDRAULIC MODEL
This chapter summarizes the development of the sewer collection system hydraulic model and model calibration.

5.1 MODELED SEWER COLLECTION SYSTEM
The hydraulic model combines information on the physical and operational characteristics of the City’s sewer collection system, and performs calculations to solve a series of mathematical equations to simulate flows in pipes. It is common practice in sewer system master planning and developing a computer hydraulic model of sewer collection systems to exclude small diameter sewers (typically 8 inches in diameter and smaller) and laterals to reduce the complexity of the hydraulic model, data input requirements, file size, and model run times. The McFarland sewer collection system hydraulic model includes 10-inch diameter pipes and larger.

Only at a few locations are smaller diameter sewer lines and force mains included in the model to maintain model logic or continuity between other larger diameter sewer lines. Figure 5-1 depicts the sanitary sewer mains that were modeled. The City’s existing sewer lift stations are located along smaller diameter upstream sewer lines, and therefore, are not included in the hydraulic analysis.

5.1.1 Sewer Basins and Major Interceptors
The City’s sewer collection system consist of three primary and distinct tributary areas. For the purposes of the collection system hydraulic model and this Sewer Collection System Master Plan, these three primary and distinct tributary areas were utilized. • Northerly service area served by the Perkins Trunk Sewer Interceptor, • Southerly service area served by the Garzoli Trunk Sewer Interceptor, and • Recently annexed southeasterly service area to be served by a future Taylor Trunk Sewer Interceptor.

The Perkins Trunk Sewer Interceptor is one of two main arteries of the City’s existing sewer collection system. Wastewater flow from the northerly portion of the City (and other areas) is conveyed through this 18” diameter interceptor, which flows in a westerly direction through the City along Perkins Avenue to the Wastewater Treatment Plant. The downstream end of the Perkins Interceptor (from Stradley Avenue westerly) will also serve as the conveyance line for future flows from the City’s recently Annexed service area.

The Garzoli Trunk Sewer Interceptor is the second main artery of the City’s existing sewer collection system. Wastewater flow from the southerly portion of the City (and other areas) is conveyed through this 24” diameter interceptor, which flows northerly along Garzoli Avenue, then continues westerly along Perkins Avenue, parallel to the Perkins Trunk Sewer Interceptor, and terminates at the Wastewater Treatment Plant. In addition to being one of the City’s main conveyance lines, the Garzoli Trunk Sewer Interceptor provides emergency overflow capacity for the Perkins Interceptor. The overflow connection is located at the intersection of Perkins Avenue & Garzoli Avenue.

The Taylor Trunk Sewer Interceptor will become the third (future) main artery of the City’s sewer collection system. Wastewater flow from the southeasterly portion of the City (recently annexed area) will be conveyed through a large diameter interceptor, which will flow westerly along Taylor

City of McFarland Chapter 5: Collection System Hydraulic Model Sewer Collection System Master Plan
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June 2024 31
Avenue, then will continue northerly along Stradley Avenue to Perkins Avenue. At the intersection of Perkins Avenue & Stradley Avenue the Taylor Interceptor will connect to the Perkins Interceptor. At this point, the Perkins Interceptor will be upsized to convey the combined flows westerly along Perkins Avenue to the Wastewater Treatment Plant.

5.1.2 Lift Stations
As mentioned, the existing sewer lift stations are located along smaller diameter upstream sewer lines. Therefore, with simplification of the hydraulic model, the lift stations are not included in the hydraulic analysis. The locations of the City’s lift stations are shown in Figure 1.2 (Chapter 1 above).

5.2 SEWER SYSTEM HYDRAULIC MODEL
A hydraulic sanitary sewer model is a computer-based tool used to simulate the behavior of a municipal sewer system. This model is designed to analyze how wastewater flows through the City’s sewer network under various conditions such as different flow rates, pipe sizes, slopes, and hydraulic capacities. Here's a breakdown of hydraulic model components and their functions:

1. Geometry Representation: The model starts with a representation of the sewer system's physical layout, including pipes, manholes, junctions, and other structures. This information is often derived from GIS (Geographic Information System) data or surveyed field data.

2. Hydraulic Characteristics: Each component of the sewer system is assigned hydraulic properties such as diameter, length, roughness coefficient, slope, and elevation. These properties influence how wastewater flows through the system.

3. Flow Simulation: Using hydraulic principles and equations (such as the Manning equation or the Hazen-Williams equation), the model simulates the flow of wastewater through the sewer network. It considers factors like gravity flow, pump station operations, and inflow/infiltration (I/I) from rainfall.

4. Capacity Analysis: The model evaluates the capacity of the sewer system under different scenarios, identifying areas of potential overflow, surcharging, or hydraulic inefficiency.

This helps in assessing the sewer collection system's ability to handle current and future wastewater loads.

5. Predictive Capabilities: By inputting various scenarios such as rainfall events or changes in population density, the model can predict how the sewer system will perform in the future. This assists in infrastructure planning and decision-making.

6. Calibration and Validation: Before being used for analysis and prediction, the model is calibrated and validated using historical data and field observations. This ensures that the simulated results accurately represent the real-world behavior of the sewer system.

7. Visualization and Reporting: The model often includes visualization tools to display simulation results in graphical form, such as flow profiles, pressure distributions, and capacity utilization maps. These outputs are valuable for communicating findings to stakeholders and decision-makers.

Overall, a hydraulic sanitary sewer model serves as a crucial tool for municipal engineers and planners to optimize the performance of sewer systems, minimize the risk of overflows and backups, and ensure the efficient conveyance of wastewater to treatment facilities.

1050 Southwood Drive San Luis Obispo, CA 93401 P 805.544.7407 F 805.544.3863

City of McFarland Chapter 5: Collection System Hydraulic Model Sewer Collection System Master Plan
City of McFarland
June 2024 33

5.2.1 Selected Hydraulic Model
There are numerous sewer analysis software available to us today. When selecting a particular model, several factors come into play:
• User Preferences: Users may have specific requirements or preferences regarding user interface, ease of use, customization options, and compatibility with other software or systems.
• Software Costs: Budgetary considerations are crucial in selecting the right software.

Some software options may offer more advanced features but come with a higher price tag, while others may provide basic functionalities at a lower cost. • Sewer System Complexity: The complexity of the sewer system being analyzed is a significant factor. Some software may be more suitable for simple, smaller-scale systems, while others are designed to handle large, complex networks with advanced modeling capabilities.
• Technical Support and Training: The availability of technical support and training resources can impact the decision-making process. Users may prefer software vendors that offer comprehensive support services and training programs to ensure they can effectively utilize the software.
• Integration and Compatibility: Integration with other software tools or compatibility with existing data formats and standards is essential for seamless workflow integration. Users may prioritize software that offers robust integration capabilities to streamline data exchange and analysis processes.
• Updates and Maintenance: Regular updates and maintenance are crucial for ensuring software reliability, security, and performance. Users may consider the frequency and quality of software updates and the vendor's track record in providing ongoing support and maintenance.
• Scalability: As sewer systems evolve and grow over time, scalability becomes important.

Users may prefer software that can scale up to accommodate future expansion and increased data volumes without significant disruption or additional costs.

By carefully evaluating these factors relative to the City of McFarland, and considering their specific requirements, it was determined that the Autodesk software, InfoWorks ICM (Standard), would be best suited for the City of McFarland’s sewer system hydraulic model. InfoWorks ICM is an advanced integrated catchment modeling software. It allows organizations to model complex hydraulic and hydrologic network elements quickly, accurately, and collaboratively.

Autodesk InfoWorks ICM helps wastewater professionals/agencies plan for capacity improvements, system expansions, and emergency scenarios. InfoWorks ICM, version 24.2.30 (64 bit) February 2023, was used to assemble the hydraulic model.

5.2.2 Elements of the Hydraulic Model
A hydraulic model is a tool used to simulate and analyze the behavior of water within a hydraulic system, such as a sewer collection system, stormwater system, or water distribution network.

The elements of a hydraulic model typically include:
• Nodes: Nodes represent points in the hydraulic system where water flow is regulated, such as junctions, manholes, or pump stations. Each node has specific properties such as elevation, pressure, and demand. Required inputs for nodes include rim elevation, invert elevation, and surcharge depth (used to represent pressurized systems).

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• Links or Pipes: Links or pipes represent the conduits through which water flows between nodes. Pipes have properties such as diameter, length, material type, and roughness coefficient which influence flow characteristics such as friction loss and velocity. Input parameters for pipes include diameter, length, friction factor (e.g., Manning's n for gravity mains, Hazen Williams C for force mains), invert elevations, and whether or not the pipe is a force main.
• Hydraulic Elements: Hydraulic elements represent components within the system that affect water flow, such as wet wells, pumps, valves, gates, weirs, and orifices. These elements can be used to model flow regulation, control, and diversion within the system.

Input parameters for pumps include pump curves and operational controls. • Boundary Conditions: Boundary conditions define the external influences on the hydraulic system, such as inflow rates, outflow rates, water levels, and hydraulic gradients at specific locations. Outfalls represent areas where flow leaves the system such as the connection to the WWTP. There are three types of inflow sources that can be injected into individual model junctions/nodes: External, Dry Weather, and Rainfall Derived Infiltration & Inflows. These conditions are essential for accurately simulating the system's response to external factors.
• Hydraulic Properties: Hydraulic properties describe the physical characteristics of the system components and the properties of the fluid being transported, such as viscosity, density, and temperature. These properties are used to calculate flow rates, pressures, and other hydraulic parameters within the model.
• Control Rules: Control rules define the operational logic and decision-making criteria for system components such as pumps, valves, and gates. These rules govern the activation, deactivation, and adjustment of control devices based on system conditions and userdefined objectives. • Demand/Generation Patterns: Generation patterns represent variations in wastewater generation within the system over time. These patterns can be spatially distributed and temporally varying, reflecting factors such as population dynamics, industrial activity, and seasonal variations.
• Modeling Software: Modeling software provides the platform for building, simulating, and analyzing the hydraulic model. It includes tools for data input, model setup, simulation control, result visualization, and analysis of hydraulic behavior under different scenarios.

By incorporating these elements into the hydraulic model and accurately representing the hydraulic system's components, properties, and boundary conditions, we can simulate various operating conditions, assess system performance, optimize design parameters, and evaluate the effectiveness of hydraulic infrastructure investments.

5.2.3 Quantifying Wastewater Flow
Quantifying the wastewater flow produced by a City and inputting the results into a hydraulic model is based on various data collection sources such as: historical wastewater flows, flow monitoring, population demographics, land use characteristics, water usage patterns, and other relevant parameters. Adequately estimating the volume of wastewater is an important process in maintaining and sizing sewer system facilities, both for present and future conditions.

Flow monitor data, as discussed in Chapter 4, was the basis for estimating existing wastewater load inputs into the hydraulic model. A peaking factor of 3.3 was applied to the average daily flow data to simulate Peak Wet Weather Flow conditions. The City of McFarland’s zoning map/designations and wastewater flow coefficients discussed in Chapter 4, were used to project future wastewater flows for the recently annexed area. The loads were calculated by multiplying

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the flow coefficient by the land use acreage. The model's load allocation assigned the calculated average dry weather flow to an appropriate land use area and corresponding node in the hydraulic model.

5.2.4 Sewer Tributary Areas (Existing and Future)
As described in Section 5.1.1 above, the City’s sewer collection system consist of three primary and distinct tributary areas. For the purposes of the sewer collection system hydraulic model these three primary and distinct tributary areas were utilized. • Northerly service area (Perkins Trunk Sewer Interceptor), • Southerly service area (Garzoli Trunk Sewer Interceptor), and • Recently annexed southeasterly service area (future Taylor Trunk Sewer Interceptor) Each of the sewer basins was modeled separately to determine the adequacy of existing sewer pipe sizes, and required sewer pipe sizes, respectively. Each of these sewer basins was further broken down into sewer "sub-basinsⁿ to facilitate the assignment of wastewater flow to appropriate sewers. A sub-basin is a geographic area within the sewer system, such as a residential subdivision or group of blocks, where wastewater generated in the area was injected into a single node in the model.

5.2.5 Hydraulic Model Construction
Constructing a hydraulic model involves several steps to accurately represent the behavior of a hydraulic system. Following is an overview of the typical process:

1. Data Collection: The first step is to gather relevant data about the hydraulic system being modeled. This includes information such as topographical data (elevations and slopes), pipe network geometry (lengths and diameters), hydraulic elements (lift station pumps, valves, etc.), boundary conditions (inflows and outflows), and any other parameters that influence system behavior.

2. Geospatial Data Processing: Geospatial data, including topographical maps, aerial imagery, and GIS data, are processed to create a digital representation of the study area. This may involve digitizing maps, importing GIS data, and using specialized software to create an accurate spatial model of the hydraulic system.

3. Model Geometry: Using the collected data, the geometric layout of the hydraulic system is constructed in the modeling software. This includes defining the location and characteristics of nodes (junctions and manholes) and links (pipes and channels) that comprise the network. The connectivity between nodes and links is established based on the physical layout of the system.

4. Parameterization: Hydraulic parameters such as pipe roughness coefficients, pump curves, valve settings, and demand patterns are assigned to the appropriate components within the model. These parameters influence flow characteristics, pressures, and other hydraulic properties within the system.

5. Boundary Conditions: Boundary conditions are specified to represent external influences on the hydraulic system, such as inflows from tributary areas, outflows to treatment facilities or receiving water bodies, and hydraulic gradients at system boundaries. These conditions are essential for accurately simulating system behavior.

6. Model Calibration: Once the model is set up, it is calibrated by adjusting model parameters to match observed system behavior. Calibration involves comparing simulated results with field data and making adjustments to improve the accuracy of the

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model's predictions. This iterative process continues until satisfactory agreement between simulated and observed data is achieved.

7. Simulation: With the calibrated model, hydraulic simulations are performed to analyze system behavior under various scenarios. Simulations may include steady-state analyses to assess flow distribution and pressures under normal operating conditions, as well as transient analyses to evaluate system response to dynamic events such as pump failures or flow surges.

8. Validation: The model's accuracy and reliability are validated by comparing simulated results with independent field measurements or additional data that were not used in the calibration process. Validation ensures that the model can accurately predict system behavior under a range of conditions and provides confidence in its use for decisionmaking purposes.

9. Analysis and Reporting: Finally, the results of the hydraulic simulations are analyzed and interpreted to gain insights into system performance, identify potential issues or vulnerabilities, and inform decision-making. A comprehensive report documenting the model construction process, calibration results, simulation findings, and recommendations is typically prepared for stakeholders.

5.3 HYDRAULIC MODEL CALIBRATION
Hydraulic model calibration is the process of adjusting the parameters and inputs of a hydraulic model to improve its accuracy and reliability in representing the real-world hydraulic system it is simulating. Calibrating the hydraulic model to match data collected during the flow monitoring program ensures the most accurate results possible.

For this project, due to budgetary and scheduling constraints, only dry weather flow (DWF) monitoring was conducted, and average flows were utilized rather than developing diurnal flow patterns. Flow meters were established at various sanitary sewer manhole locations throughout the City. Refer to Figure 4.1 (Chapter 4 above) for flow meter locations. DWF refers to the flow of wastewater in a sewer system during periods of minimal or no rainfall. Hydraulic models incorporate DWF as a crucial component in simulating the behavior of sewer networks under normal operating conditions. Dry weather flow calibration ensures an accurate depiction of average wastewater flow generated within the study area. For the purposes of this Master Plan and based on available data from historical storm events, wet weather calibration was considered not necessary.

5.3.1 Dry Weather Flow Calibration
Hydraulic model calibration typically incorporates the steps listed below. Due to the availability of accurate flow data obtained from field flow monitoring some aspects of the calibration for this hydraulic model were simplified.

1. Data Collection: Accurate estimation of DWF requires comprehensive data collection, including historical flow data, population demographics, land use characteristics, water usage patterns, and other relevant parameters. This data serves as the basis for developing representative DWF for the hydraulic model.

2. Flow Estimation: Various methods can be used to estimate DWF, depending on the availability of data and the complexity of the sewer system. Common approaches include empirical methods based on population density and water usage rates, statistical analysis of historical flow data, and hydraulic modeling techniques.

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3. Temporal and Spatial Distribution: DWF profiles are typically characterized by temporal variations throughout the day, week, month, and year, reflecting fluctuations in water usage patterns such as residential, commercial, and industrial activities. Spatial distribution considers the geographical distribution of population and land use within the sewer network.

4. Base Flow and Infiltration/Inflow (I/I): DWF includes base flow, which represents continuous, low-level wastewater flow from sources such as residential, commercial, and industrial properties. In addition to base flow, hydraulic models may account for infiltration/inflow (I/I), which refers to the intrusion of groundwater or stormwater into the sewer system, particularly in older or deteriorated infrastructure. I/I is essentially the difference between the DWF and wet weather flow.

5. Model Calibration: Calibration of hydraulic model involves adjusting parameters, including DWF profiles, to match observed flow data under dry weather conditions. Calibration ensures that the model accurately represents the system's behavior and can reliably predict flow patterns and hydraulic performance.

6. Scenario Analysis: Hydraulic models can simulate various scenarios to evaluate the effects of changes in DWF patterns, such as population growth, land use changes, water conservation measures, and infrastructure upgrades. Scenario analysis helps decisionmakers assess the long-term implications of different strategies for managing the sewer system.

City of McFarland Chapter 6: Collection System Condition Assessment Sewer Collection System Master Plan
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6. COLLECTION SYSTEM CONDITION ASSESSMENT
This chapter presents the methodology and findings of the limited closed circuit television video inspections, condition assessment of select manholes, and condition assessment of the City’s three sewer lift stations.

6.1 PERKINS CCTV VIDEO INSPECTION

6.1.1 Methodology
Key segments of the sewer collection system where identified by City staff to be video inspected using closed circuit television (CCTV) based on input from Cannon. Figure 6-1 shows the location of sanitary sewer manholes within the City limits. Downstream Services, Inc (DSI) conducted the sewer CCTV video inspections, using their state-of-the-art equipment, from December 4 through 8, 2023. DSI technicians are certified through the Pipeline Assessment Certification Program (PACP) of the National Association of Sewer Service Companies (NASSCO). NASSCO is a trade organization established in 1976 to increase the awareness of aging underground infrastructure, and to provide solutions through education and technical resources. Table 6-1 below lists the general location of the existing trunk sewer lines that were video inspected.

Table 6-1 Video Inspected Trunk Sewer Lines
Sewer
Location & Size From To Length (FT)
18” Perkins
Trunk Sewer
WWTP
Headworks Fifth Street 13,056
24” Garzoli
Trunk Sewer
(Perkins Ave)
WWTP
Headworks
West of
Hiett Avenue 2,818
12” Perkins
Trunk Sewer Fifth Street Second Street 1,400
Total Length: 17,274

1050 Southwood Drive San Luis Obispo, CA 93401 P 805.544.7407 F 805.544.3863

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Results of CCTV Video Inspections
The CCTV video inspections found the existing 24” Perkins trunk sewer to be in good condition, although a few sags were noted. Due to the good condition observed in the 24” trunk sewer line, video inspection of this line was discontinued after five segments. The video inspection found that several segments of the 18” Perkins trunk sewer need rehabilitation due to extensive fractures and wandering cracks. Large obstructions at a few locations were also noted, possibly due to rags and heavy grease buildup. The portion of 12” Perkins trunk sewer that was video inspected had only a few locations where minor repairs are needed. Two of the five 12” Perkins segments had previously been lined with a cured-in-place-pipe (CIPP) liner. The results of the CCTV video inspections are summarized in Table 6-2 below. Appendix B contains a copy of an abbreviated version of the Downstream Services, Inc. Inspection Report. The full DSI Inspection Report is very lengthy and has been provided to the City as a separate submittal. For the purposes of the Sewer Master Plan and inspection reporting, Cannon assigned manhole numbers to all relevant manholes throughout the City’s sewer collection system.

Table 6-2 CCTV Video Inspection Results Summary
Sewer
Line
Section
D. S.

Manhole
No.

U. S.

Manhole
No.

Pipe
Length
(FT)
Major Defects
Perkins
18” VCP Headworks 7001 299 1 sag of 2.7” – 34 LF
4 sections multiple fractures – total 33 LF
Perkins
18” VCP 7001 7003 496 1.5 SF surface damage at soffit
4 sections multiple fractures – total 133 LF
Perkins
18” VCP 7003 7006 675
1 sag of 1.8” – 128 LF
40 LF of defective repair
6 sections multiple fractures – total 213 LF
Perkins
18” VCP 7006 7008 676
1 sag of 1.8” - 29 LF
10% obstruction (1 location)
666 LF wandering crack
Perkins
18” VCP 7008 7010 230 225 LF with multiple fractures
Perkins
18” VCP 7010 7012 446 2 LF large crack, soil visible
5 sections multiple fractures – total 255 LF
Perkins
18” VCP 7012 7014 676 1 sag of 0.9” - 43 LF
4 sections multiple fractures – total 436 LF
Perkins
18” VCP 7014 7016 678 3 sags 1.8” to 4.5” – total 135 LF 9 sections multiple fractures – total 412 LF
Perkins
18” VCP 7016 7018 677 4 sags 0.9” to 4.5” – total 277 LF(1)6 sections multiple fractures – total 307 LF Perkins
18” VCP 7018 7020 678 3 sections multiple fractures – total 553 LF Perkins
18” VCP 7020 7022 675 4 sections multiple fractures – total 370 LF Perkins
18” VCP 7022 7024 677 3 sags 2.7” to 3.6” – total 448 LF(1)4 sections multiple fractures – total 272 LF

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Sewer
Line
Section
D. S.

Manhole
No.

U. S.

Manhole
No.

Pipe
Length
(FT)
Major Defects
Perkins
18” VCP 7024 7026 680 4 sags 1.8” to 3.6” – total 230 LF(1)4 sections multiple fractures – total 223 LF Perkins
18” VCP 7026 7028 678
25% obstruction (2 locations)
heavy grease obstruction (2 locations)
4 sections multiple fractures – total 39 LF
Perkins
18” VCP 7028 7030 676 5 sections multiple fractures – total 91 LF Perkins
18” VCP 7030 7032 671 2 sags 1.8” to 3.6” – total 124 LF 7 sections multiple fractures – total 174 LF
Perkins
18” VCP 7032 7034 674 1 sag 2.7” – total 162 LF
3 sections multiple fractures – total 10 LF
Perkins
18” VCP 7034 7035 675 1 section multiple fractures – total 2 LF Perkins
18” VCP 7035 7037 33 None
Perkins
18” VCP 7037 7038 303 25% obstruction (1 location)
Perkins
18” VCP 7038 7039 43 1 section multiple fractures – total 2 LF Perkins
18” VCP 7039 7040 165 None
Perkins
18” VCP 7040 7100 130 None
Perkins
18” VCP 7100 7041 198 3 SF broken pipe, soil visible
Perkins
18” VCP 7041 7042 140 None
Perkins
18” VCP 7042 7043 188 None
Perkins
18” VCP 7043 7044-7045 165 1 section multiple fractures – total 25 LF Perkins
18” VCP 7045 7046 153 None
Perkins
18” VCP 7046 7047 168 None
Perkins
18” VCP 7047 7048 176 None
Perkins
18” VCP 7048 7049 257 1 sag 2.7” – total 67 LF

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Sewer
Line
Section
D. S.

Manhole
No.

U. S.

Manhole
No.

Pipe
Length
(FT)
Major Defects
Perkins
24” PVC Headworks 7002 290 1 sag of 2.4” – 15 LF
Perkins
24” PVC 7002 7004 497 1 sag of 4.8” – 69 LF
Perkins
24” PVC 7004 7005 679 3 sags of 1.2” - total 210 LF (1) Perkins
24” PVC 7005 7007 679 None
Perkins
24” PVC 7007 7009 673 None
Perkins
12” VCP 7049 7050 342 6 sections multiple fractures – total 22 LF Perkins
12” VCP 7050 7051 364 1 section multiple fractures – total 2 LF Perkins
12” VCP
CIPP
7051 7052 360 8” lateral connection defective (1 location) E. Perkins
12” VCP
CIPP
7052 7053 355 1 sag 2.4” – total 52 LF
E. Perkins
12” VCP 7053 7054 864
1 sag 7.2” – total 99 LF
10” lateral connection defective (1 location)
3 sections multiple fractures – total 35 LF
Notes:

1. Sewer line segments with flat pipe slopes and greater depth of flow, may appear as multiple lengthy sags.

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6.2 PERKINS, GARZOLI, TAYLOR, AND FIFTH MANHOLE INSPECTIONS

6.2.1 Methodology
Key and representative manholes in the sewer collection system where identified by City staff to be visually inspected based on input from Cannon. Cannon visually inspected and photographed the manholes during June, July, and August 2023. A total of 28 manholes were visually inspected and photographed as summarized in the list below.
• 2 manholes at the WWTP headworks,
• 14 manholes along Perkins Avenue,
• 4 manholes along Garzoli Avenue,
• 5 manholes along Taylor Avenue, and
• 3 manholes along Fifth Street.

6.2.2 Results of Manhole Inspections
The manhole inspections found most manholes to be in relatively good condition. However, along Perkins Avenue, nine (9) manholes need recoating, and one (1) needs replacement. Figure 6.1 shows interior photos of Manhole 7004 that needs replacement. Also, the inspection found no manholes experiencing infiltration. A few manholes need routine cleaning/hydro-jetting. The results of the manhole inspections are summarized in Table 6-2 below. Condition of the components of each manhole were rated as either good (G), fair (F), or poor (P). For the purposes of the Sewer Master Plan and inspection reporting, Cannon assigned manhole numbers to all relevant manholes throughout the City’s sewer collection system.

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Figure 6-1 Interior of Manhole 7004
Table 6-2 Manhole Inspection Results
Manhole
No. Location Noted Condition
Headworks
18” line WWTP Rim/Cover: F Walls: P Base: NAInfiltration: No Headworks
24” line WWTP Rim/Cover: F Walls: G Base: FInfiltration: No 7001 Perkins w/o
Garzoli
Rim/Cover: P Walls: P Base: P
Infiltration: No
7002 Perkins w/o
Garzoli
Rim/Cover: F Walls: P Base: NA
Infiltration: No
7003 Perkins w/o
Garzoli
Rim/Cover: F Walls: P Base: NA
Infiltration: No
7004 Perkins w/o
Garzoli
Rim/Cover: P Walls: P Base: P
Infiltration: No

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Manhole
No. Location Noted Condition
7005 Perkins w/o
Garzoli
Rim/Cover: P Walls: P Base: P
Infiltration: No
7006 Perkins w/o
Garzoli
Rim/Cover: P Walls: P Base: P
Infiltration: No
7007 Perkins w/o
Garzoli
Rim/Cover: P Walls: P Base: P
Infiltration: No
7008 Perkins w/o
Garzoli
Rim/Cover: P Walls: P Base: P
Infiltration: No
7011 Perkins w/o
Garzoli
Rim/Cover: P Walls: P Base: P
Infiltration: No
7012 Perkins w/o
Garzoli
Rim/Cover: P Walls: P Base: P
Infiltration: No
7019 Perkins w/o
Garzoli
Rim/Cover: P Walls: P Base: P
Infiltration: No
7035 Perkins &
Garzoli
Rim/Cover: G Walls: G Base: NA
Infiltration: No
7036 Perkins &
Garzoli
Rim/Cover: G Walls: G Base: NA
Infiltration: No
7037 Perkins &
Garzoli
Rim/Cover: G Walls: G Base: NA
Infiltration: No
7063 Garzoli &
Hail
Rim/Cover: G Walls: G Base: NA
Infiltration: NA
7068 Garzoli &
Sherwood
Rim/Cover: G Walls: F Base: F
Infiltration: No
7076 Garzoli &
Kyra
Rim/Cover: F Walls: G Base: G
Infiltration: No
7078 Garzoli &
Taylor
Rim/Cover: G Walls: G Base: G
Infiltration: No
- Taylor &
Melgar
Rim/Cover: G Walls: G Base: G
Infiltration: No
- Taylor &
Mast
Rim/Cover: G Walls: G Base: G
Infiltration: No
- Taylor &
Fletcher
Rim/Cover: G Walls: G Base: G
Infiltration: No
- Taylor &
Garden Prince
Rim/Cover: G Walls: G Base: G
Infiltration: No

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Manhole
No. Location Noted Condition
- Taylor &
Price
Rim/Cover: G Walls: G Base: NA
Infiltration: No
7102 Fifth
(711 Fifth)
Rim/Cover: G Walls: G Base: NA
Infiltration: No
7101 Fifth
(799 Fifth)
Rim/Cover: G Walls: G Base: NA
Infiltration: NA
- Fifth &
Hail
Rim/Cover: G Walls: G Base: NA
Infiltration: NA

6.3 EXISTING LIFT STATION INSPECTIONS

6.3.1 Methodology
The City has three small existing sewer lift stations located: at the intersection of Hail Lane & Fifth Street, at the intersection Hail Lane & Garzoli Avenue, and along San Juan Street south of Fernwood Street. As requested by the City, Cannon inspected the three sewer lift stations on June 27, 2023. Cannon visually inspected the facilities, recorded lift station characteristics and condition, and photographed the facilities. Cannon also spoke with City staff to note any existing operational problems that they had identified. The inspection was limited to what could be seen on the surface and through the access manholes/hatches. Submerged items were not inspected.

The visual inspection included lift station features such as site improvements, electrical panels, control panels, access manholes/hatches, wet well interior, and visible valves, piping, guide rail system, and hardware.

6.3.2 Results of Lift Station Inspections
The sewer lift station inspections found the facilities to be in good condition for their age.

However, each lift station had some deficiencies or significant maintenance needs. Deficiencies and maintenance needs identified at each lift station are summarized in Table 6-3 below. Figures 6-2 and 6-3 provide photographs of various deficiencies and maintenance needs at the Hail & Fifth Lift Station, and San Juan Lift Station, respectively.

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Table 6-3 Lift Station Deficiencies & Maintenance Needs Lift Station
Feature
Hail & Fifth
Lift Station
Hail & Garzoli
Lift Station
San Juan
Lift Station
Site Fencing/Security: Needs area lighting. Needs area lighting. None Site Improvements: None None None
Electrical Panel:

Some old wiring
needs replacement.

Needs pigtail
added for
generator connection.

Voltage problem
needs to be
addressed.

Needs pigtail
added for
generator connection.

Control Panel:

Control panel needs
replacement similar to
Hail & Garzoli LS.

None
Control panel needs
replacement similar to
Hail & Garzoli LS.

Access
Manhole/Hatch:

Access hatch frame
and cover needs
replacement.

None None
Wet Well Interior:

Wet well interior
needs coating. None Wet well interiorneeds coating.

Wet Well Valves
& Piping:

None None None
Wet Well Guide
Rail System:

None None None
Pumps:

None
(Pumps where recently
replaced.)
Pumps need
replacement similar to
Hail & Fifth LS.

Pumps need
replacement similar to
Hail & Fifth LS.

Other Notes:

Upgrades should be
modeled after the
Hail & Garzoli LS.

Delayed
communication problem
needs to be addressed.

Upgrades should be
modeled after the
Hail & Garzoli LS.

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Figure 6-2 Hail & Fifth LS Control Panel and Access Hatch Figure 6-3 San Juan LS Control Panel and Wet Well

City of McFarland Chapter 7: Capacity Evaluation and Recommended Improvements Sewer Collection System Master Plan
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June 2024 49

7. CAPACITY EVALUATION AND RECOMMENDED IMPROVEMENTS
As described in Chapter 5, development of parcels within the recently annexed areas will require numerous 8” and 10” sewer lines that feed into trunk sewer lines running through the annexed areas. These future trunk sewer lines will then merge together into a single large trunk sewer line and tie into the existing “Perkins” Trunk Sewer Line in Perkins Avenue in route to the WWTP.

One of the goals of the hydraulic modeling was to identify preliminary future trunk sewer line sizes and slopes required to be able to serve the fully developed recently annexed areas. To accomplish this, a preliminary alignment was developed for the future trunk sewer lines through the recently annexed areas (later referred to as the Stradley-Taylor Trunk Sewer Line).

The hydraulic model discussed in Chapter 5, the Design Sewer Flows developed in Chapter 4, and the evaluation (design) criteria presented in Chapter 3, were used to identify capacity deficiencies within the existing sewer collection system, and to size future trunk sewer lines needed to service the recently annexed areas. The existing sewer collection system, and future trunk sewer lines were evaluated under existing conditions, and future peak flow conditions assuming the recently annexed areas were fully developed. As previously mentioned, the existing sewer lift stations are located along smaller diameter upstream sewer lines, and therefore, were not included in the hydraulic analysis.

This chapter presents the results of the sewer collection system capacity analysis, and the improvements recommended to address identified capacity deficiencies. In addition, recommended design criteria for the future Stradley-Taylor Trunk Sewer undercrossing of Highway 99 are presented.

7.1 COLLECTION SYSTEM CAPACITY ANALYSIS RESULTS

7.1.1 Existing System
Hydraulic modeling of the existing sewer collection system, based on existing average daily flows, found the collection system piping to be adequately sized. Hydraulic modeling of the existing sewer collection system based on existing peak wet weather flows found five segments of 12” sewer line along Perkins Avenue, beginning at Fifth Street and extending upstream, having a depth of flow exceeding that recommended. The depth of flow in the five 12” segments exceeds the recommended maximum capacity by less than 15 percent. Therefore, this condition of overcapacity is considered tolerable as long as future developments do not add flows to these segments.

In addition, hydraulic modeling of the existing sewer collection system based on existing peak wet weather flows found one segments of 18” sewer line along Perkins Avenue to be over-capacity by 7 percent, and eight segments of 18” sewer line and two segments of 24” sewer line to be under-capacity but within 10 percent of the recommended maximum capacity. The condition of over-capacity for the segment of 18” sewer line is tolerable as long as future development does not add flow to this segment. Likewise, the other eight segments of 18” sewer line and two segments of 24” sewer line that are near capacity should be flagged, and the need for upsizing evaluated if any future developments propose to add flows to these lines. The remainder of the trunk collection system piping is adequately sized under existing peak wet weather flow conditions. As a result, no existing sewer pipes are in need of upsizing at this time due to existing peak wet weather flows. Table 7-1 below summarizes these findings.

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Table 7-1 Existing System Concerns and Deficiencies
Based on Peak Wet Weather Flows
DS
Manhole
No.

US
Manhole
No.

Model
Pipe No.

Pipe Dia.
(inches)
Exist.

Peak Flow
(gpm)
Exist.
d/D
7049 7050 39 12 470 0.556
7050 7051 38 12 470 0.586
7051 7052 127 12 470 0.560
7052 7053 126 12 470 0.554
7053 7054 125 12 470 0.627
7006 7008 29 18 1,107 0.661
7008 7010 28 18 1,107 0.705
7014 7016 25 18 1,108 0.817
7026 7028 19 18 1,108 0.659
7028 7030 18 18 1,108 0.669
7032 7034 16 18 1,108 0.662
7034 7035 15 18 1,108 0.669
7035 7037 14 18 1,108 0.707
7037 7038 13 18 470 0.726
7002 7004 71 24 1,413 0.678
7004 7005 70 24 1,413 0.702

7.1.2 Future System
As mentioned above, one of the goals of the hydraulic modeling is to identify preliminary future trunk sewer line sizes and slopes required to be able to serve the recently annexed areas once fully developed. To accomplish this, a preliminary alignment was developed for the future trunk sewer lines from the WWTP extending southeasterly to the recently annexed areas. However, it was determined that having three trunk sewer lines in Perkins Avenue would be undesirable.

Therefore, in the hydraulic model, the future trunk sewer line connects to the existing sewer system at the intersection of Perkins Avenue & Stradley Avenue (Manhole 7020). Downstream of this connection point the existing 18” trunk sewer line in Perkins Avenue was replaced and

City of McFarland Chapter 7: Capacity Evaluation and Recommended Improvements Sewer Collection System Master Plan
City of McFarland
June 2024 51
upsized to 36” all the way to the WWTP to accommodate existing flows plus the recently annexed areas. In the Hydraulic Model, this proposed 36” diameter trunk sewer line is designated as Pipe Segment 11-CA.

Therefore, the future trunk sewer line runs south down Stradley Avenue to Taylor Avenue where it turns east and extends down Taylor Avenue to the recently annexed areas both west and east of Highway 99. Also, at the WWTP, the existing 24” line and “proposed” 36” sewer line could be combined into a single 42” sewer line from Perkins Avenue to the WWTP Headworks. Figure 7- 1 illustrate the schematic layout of the Future Trunk Sewer Lines to serve the recently annexed areas. It should be noted that although not recommended, instead of replacing and upsizing the existing 18” sewer line in Perkins Avenue, a third trunk sewer line (30” diameter) could be run down Perkins Avenue to serve the recently annexed areas.

1050 Southwood Drive San Luis Obispo, CA 93401 P 805.544.7407 F 805.544.3863

City of McFarland Chapter 7: Capacity Evaluation and Recommended Improvements Sewer Collection System Master Plan
City of McFarland
June 2024 53
The future trunk sewer lines were evaluated under future average daily flow and peak wet weather flow conditions assuming the recently annexed areas were fully developed. Initial pipe sizes and pipe slopes were selected and evaluated using the hydraulic model. An iterative process was used to then adjust the pipe sizes and pipe slopes to arrive at optimal conditions. The vertical control point for the hydraulic model is Manhole 7001 in Perkins Avenue at the entrance to the WWTP with an approximate existing invert in elevation of 325.0 feet. The future trunk sewer line connects to the existing sewer system east of this at the intersection of Perkins Avenue & Stradley Avenue (Manhole 7020) at an approximate existing invert out elevation of 331.0.

Trunk sewer line sizes required to convey flows through the recently annexed areas and to the WWTP range in size from 18” diameter up to 30” diameter (plus upsizing the Perkins Trunk Sewer Line {in Perkins Avenue} from 18” to 36”). Beginning at Manhole 7020, the pipe slope for the first segment of future trunk sewer line in Stradley Avenue was set near minimum to increase the sewer line depth from approximately 8.5 feet to approximately 14 feet. This first segment of sewer line covers a distance of approximately 4,848 feet. The sewer line depth was then maintained at approximately 14 feet throughout the remainder of the future trunk sewer system by setting pipe slopes to generally match the slope of the existing ground topography. The resulting pipe slopes exceeded the minimum allowable slopes based on the design criteria outlined in Chapter 3.

The recommended preliminary design pipe sizes and slopes for the future trunk sewer collection system to serve the recently annexed areas (Stradley-Taylor Trunk Sewer) are presented in Table 7-2 below. Based on the hydraulic modeling, the appropriate pipe size for a few segments of future trunk sewer line resulted in depth of flow within 10 percent of the recommended maximum capacity. These segments (shown in bold) should be re-evaluated to confirm the appropriate pipe sizes once more accurate flow calculations are available based on actual planned development projects.

City of McFarland Chapter 7: Capacity Evaluation and Recommended Improvements Sewer Collection System Master Plan
City of McFarland
June 2024 54
Table 7-2 Recommended Future Trunk Sewer Line
Sizes and Slopes (Stradley-Taylor Trunk Sewer Line)
Model
Pipe No.

Future
Peak Flow
(gpm)
Pipe Slope
Required
Pipe Diameter
(inches)
Resulting
d/D
11-CA (Perkins) 6,027 0.0010 36 0.390
10-CA (Stradley) 4,919 0.0012 30 0.713
09-CA (Taylor) 4,919 0.0017 30 0.672
08-CA (Taylor) 2,525 0.0014 30 0.598
07-CA (Fifth) 2,394 0.0019 30 0.598
06-CA 1,796 0.0017 21 0.539
05-CA 917 0.0014 18 0.669
04-CA 698 0.0010 21 0.610
03-CA 1,827 0.0015 21 0.610
02-CA 1,416 0.0016 18 0.698
01-CA 706 0.0020 18 0.659

City of McFarland Chapter 7: Capacity Evaluation and Recommended Improvements Sewer Collection System Master Plan
City of McFarland
June 2024 55

7.2 RECOMMENDED IMPROVEMENTS

7.2.1 Project Categories
Recommended improvement projects are categorized as follows:
• Maintenance Related Projects,
• Existing Capacity Related Projects, and
• Future Development/Capacity Related Projects
Maintenance related improvements focus on rehabilitating existing facilities, and are generally not designed to address capacity issues. Existing capacity related improvements focus on upsizing existing facilities to address existing capacity deficiencies. Future development/capacity related improvements are those required to accommodate future peak wet weather sewer flows as a result of full development of the recently annexed areas.

7.2.2 Maintenance Related Improvements
The maintenance related improvements recommended for the existing collection system and sewer lift stations are summarized in Table 7-3 below.

Table 7-3 Recommended
Maintenance Related Improvements
Project Name 1
Manhole and Wet Well Interior Coating Project
Manhole and Lift Station Access Improvement Project
Lift Station Control Panel & Electrical Upgrade Project Lift Station Pump Replacement Project
Manhole Replacement Project
Trunk Sewers CCTV Inspection
Notes:

1. See Chapter 8 for a description of each project and explanation of need.

City of McFarland Chapter 7: Capacity Evaluation and Recommended Improvements Sewer Collection System Master Plan
City of McFarland
June 2024 56

7.2.3 Existing Capacity Related Improvements
As indicated above, although hydraulic modeling of the existing sewer collection system based on existing peak wet weather flows found one segments of 18” sewer line along Perkins Avenue to be over-capacity by 7 percent, this condition of over-capacity is tolerable as long as future development does not add flow to this segment. Therefore, no improvements to the existing collection system are recommended at this time to address existing peak flow capacity deficiencies.

7.2.4 Future Development/Capacity Related Improvements
Based on the less than desirable condition of the existing 18" trunk sewer, and to avoid the undesirable situation of a third large trunk sewer line in Perkins Avenue, it is recommended that the existing 18” Perkins Trunk Sewer be replaced and upsized with a new single line capable of handling the peak wet weather flows from the existing service area and those of the recently annexed areas. As indicated above, a 36” diameter trunk sewer line is required in Perkins Avenue (from the WWTP to Stradley Avenue) to accommodate peak wet weather flows from the recently annexed areas plus existing flows within the 18” diameter Perkins Trunk Sewer.

Therefore, it is recommended that the existing 18” Perkins trunk sewer line be replaced and upsized from the WWTP to the intersection of Perkins Avenue & Stradley Avenue (from Manhole 7001 to Manhole 7020) with a new 36” diameter trunk sewer line. In the Hydraulic Model, this 36” diameter trunk sewer line in Perkins Avenue is designated as Pipe Segment 11-CA. Pipe Segment 11-CA and the remainder of the trunk sewer to serve the recently annexed area is referred to as the Stradley-Taylor Trunk Sewer Line.

It is also recommended that the short segments of existing trunk sewer lines from Perkins Avenue to the WWTP Headworks be replaced and consolidated with a single 42” diameter line able to accommodate existing flows and those of the recently annexed area. The recommended future development/capacity related improvements to accommodate full development of the recently annexed areas are summarized in Table 7-4 below.

City of McFarland Chapter 7: Capacity Evaluation and Recommended Improvements Sewer Collection System Master Plan
City of McFarland
June 2024 57
Table 7-4 Recommended
Future Trunk Sewer Line Improvements
Model
Pipe Segment No. Pipe Slope Pipe Diameter(inches)
Approximate
Pipe Length
(feet)
7001/7002 18/24 400
Perkins 31 – 23
(11-CA) 0.0010 36 1 5,767
10-CA (Stradley) 0.00 30 4,848
09-CA (Taylor) 0.0013 30 5,172
08-CA (Taylor) 0.0014 30 8,758
07-CA (Fifth) 0.0019 30 2,581
06-CA 0.0017 21 3,314
05-CA 0.0014 18 3,294
04-CA 0.0010 18 2,550
03-CA 0.0015 21 3,163
02-CA 0.0016 18 3,061
01-CA 0.0020 18 3,541
Notes:

1. 36” diameter trunk line is required here to be able to accommodate existing peak wet weather flows from the existing Perkins Trunk Sewer Area plus the recently annexed areas.

City of McFarland Chapter 7: Capacity Evaluation and Recommended Improvements Sewer Collection System Master Plan
City of McFarland
June 2024 58

7.3 DESIGN PARAMETERS FOR TAYLOR AVENUE HIGHWAY 99 UNDERCROSSING As previously mentioned, beginning at Manhole 7020, the pipe slope for the first segment of future trunk sewer line was set to increase the sewer line depth to approximately 14 feet. The sewer depth was then maintained at approximately 14 feet throughout the remainder of the future trunk sewer system. Pipe slopes were set slightly steeper than the minimum design criteria, and the pipes paralleled the existing ground topography. This produced a preliminary design sewer line depth of approximately 14 feet at the Taylor Avenue and Highway 99/UPRR intersection.

Although a casing pipe will be required to convey the future trunk sewer line under Hwy 99 and the UPRR tracks, an inverted sewer siphon should not be required here. This future crossing may be accomplished under gravity flow conditions and designed based on the design criteria outlined in Chapter 3.

In the unlikely event an inverted sewer siphon is needed here in the future (dipping below the hydraulic grade line) to avoid an obstruction such as railway or freeway cut, it is recommended to follow the design criteria set forth in “Design and Construction of Sanitary and Storm Sewers” published by the Joint Committee of the American Society of Civil Engineers and the Water Pollution Control Federation. Also, the following design features and guidelines are recommended for inverted siphons:
• Utilize a multiple-barrel siphon to provide self-cleaning velocities under widely varying flow conditions.
• Design so that a self-cleaning velocity of 3 feet per second is reached at least once per day.
• Use a conservative Hazen-Williams friction loss coefficient such as C=100. • Address odors from exhausting air at upstream manhole.

City of McFarland Chapter 8: Capital Improvement Plan
Sewer Collection System Master Plan
City of McFarland
June 2024 59

8. CAPITAL IMPROVEMENT PLAN
This chapter presents preliminary project costs, and a recommended 10-Year Capital Improvement Program (CIP) to implement the facility upgrades to address existing system deficiencies and accommodate the future additional sewer flows from the recently annexed areas.

8.1 PROJECT COSTS
The Association for the Advancement of Cost Engineering (AACE) guidelines for cost estimating practices and classification are being used to prepare the construction cost estimates for the Sewer Collection System Master Plan. The cost opinions developed for the Sewer Master Plan are considered Class 4 Estimates, which are defined by AACE as follows:
“Class 4 estimates are generally prepared based on limited information and subsequently have fairly wide accuracy ranges. They are typically used for project screening, determination of feasibility, concept evaluation, and preliminary budget approval. Typically, engineering is from 1% to 15% complete, and would comprise at a minimum the following: preliminary room layouts, new proposed site plan, existing site plan, markups of existing drawings for demolition and utilities, design criteria report or technical memorandum by division of work.” The construction cost opinions are anticipated to be within an accuracy range of -20% to +30%.

Materials, equipment, and labor costs are based on a variety of sources including recent bids, actual project costs, and cost opinions from similar projects.

8.2 CAPITAL IMPROVEMENT IMPLEMENTATION
The recommended Capital Improvement Program covers a 10-year period. Some projects can be implemented within a single fiscal year. However, some projects are multi-year projects and may take two years or more to implement. For multi-year projects, costs shown in the final year are for construction and construction management, while costs shown in earlier years cover preliminary engineering, environmental work (if applicable), final design, and the bidding phase.

The recommended 10-Year Capital Improvement Program for the City of McFarland Sewer Collection System is presented in Figure 8-1 below. Costs shown for the recommended Capital Improvement Projects are based on detailed preliminary cost estimates. Preliminary Project Cost Estimates are included in Appendix C.

Figure 8-1
City of McFarland - Sewer Collection System Master Plan 10-Year Capital Improvement Program FY 2024-25 thru 2033-34 Capital Project Name, Description & Need Total
Project Cost 2024-25 2025-26 2026-27 2027-28 2028-29 2029-30 FYs 2031 - 2034 Manhole and Wet Well Interior Coating Project $ 144,000 144,000 $ Description : Apply epoxy/polyurathane protective coating to interior walls of 12 manholes, and the Hail & Fifth and San Juan Lift Station wet wells.

Maintenance Need : The highly corrosive environment inside the manholes and wet wells gradually deteriorates the concrete walls of the manholes and wet wells and can lead to structural failure, and increased infiltration. The project will extend the useful lives of the manholes and wet wells and reduce infiltration.

Manhole and Lift Station Access Improvement Project $ 156,000 156,000 $ Description : Remove and replace 9 deteriorated manhole rims and collars, and the existing deteriorated access hatch at the Hail & Fifth Lift Station.

Maintenance Need : Several concrete collars, rims and covers at manholes have deteriorated and will eventually lead to unsafe access and roadway conditions. Also, the hinges and other hardware of the Hail & Fifth Lift Station access hatch have corroded and are now in an unsafe and unsecure condition. The manhole collars, rims and covers, and the access hatch must be replaced to restore safety, security, and a safe operating condition of the Lift Station.

Lift Station Control Panel & Electrical Upgrade Project $ 18,000 274,000 $ 256,000 $ Description : Remove and replace the existing control panels at the Hail & Fifth and San Juan Lift Stations, and incorporate pig tails for emergency generator connection. Add emergency/security lighting to the Hail & Fifth and Hail & Garzoli Lift Stations. Replace deteriorated wiring at the Hail & Fifth Lift Station, and address voltage and communication problem at the Hail & Garzoli Lift Station.

Maintenance Need : The control panels are antiquated, have reached the end of their useful lives, and are in need or replacement to avoid failure of the Lift Stations. Pig tails for connection of an emergency generator are needed to allow for Lift Station operation during an extended power outage. Security/emergency lighting is needed to improve site security and enable nightime emergency response. Other minor electrical problems need to be addressed to ensure smooth and reliable operation of the Lift Stations.

Lift Station Pump Replacement Project $ 16,000 236,000 $ 220,000 $ Description : Remove and replace the submersible pumps at the Hail & Garzoli and San Juan Lift Stations.

Maintenance Need : The existing pumps are nearing the end of their useful lives, and are in need of replacement before they fail and cause an emergency situation. Pump replacement will ensure smooth and reliable operation of the Lift Stations.

Manhole Replacement Project $ 52,000 52,000 $
Description : Remove and replace the existing heavily deteriorated Manhole 7004 in Perkins Avenue along the 24" diameter Perkins/Garzoli Trunk Sewer Line.

Maintenance Need : The highly corrosive environment inside manholes gradually deteriorates the concrete walls of the manholes and can lead to structural failure, and increased infiltration. The deterioration of Manhole 7004 is beyond repair, and total replacement is required.

Trunk Sewers CCTV Inspection $ 110,000 110,000 $
Description : Perform a closed circuit television (CCTV) inpsection of all trunk sewer lines 12-inches in diameter and larger.

Maintenance Need : As a result of settlement, traffic loading, corrosion, and other forces, sewer lines may deteriorate over time and need rehabilitation or replacement. Periodic inspection every 5 to 7 year is recommended to address needs in a timely manner and avoid pipeline failures.

Consolidated Headworks Trunk Sewer Line Project $ 58,000 1,086,000 $ 1,028,000 $

Figure 8-1
City of McFarland - Sewer Collection System Master Plan 10-Year Capital Improvement Program FY 2024-25 thru 2033-34 Capital Project Name, Description & Need Total
Project Cost 2024-25 2025-26 2026-27 2027-28 2028-29 2029-30 FYs 2031 - 2034 Description : Install approximately 400 LF of new consolidated 42" trunk sewer line from Perkins Avenue into the Wastewater Treatment Plant to the headworks. This new headworks sewer line will consolidate and be able to handle the combined flows for The Perkins Trunk Line, Garzoli Trunk Line and Taylor Trunk Line (recently annexed area) and replace the existing 18" and 24" sewer lines to the Plant headworks.

Capacity Need : Addition of sewer flows from the recently annexed area to the existing 18" and 24" trunk lines extending from Perkins Avenue to the WWTP headworks will significantly exceed the capacity of these lines and may lead to a major sewer overflow. A new consolidated larger trunk sewer line is needed to handle addition of the sewer flows from the recently annexed area and prevent a serious sewer spill.

Perkins Avenue Trunk Sewer Line Upgrade Project $ 8,271,000 8,271,000 $ Description : Remove and replace/upsize approximately 5,767 LF of existing 18" Perkins Trunk Sewer Line to 36" trunk sewer line in Perkins Avenue from the WWTP to Stradley Avenue. This will upsize the "Perkins" segment of the new Stradley-Taylor Trunk Sewer Line to handle peak wet weather flows from the existing Perkins Trunk Sewer areas plus the recently annexed areas.

Capacity Need : Based on the Sewer Master Plan analysis, significant additional trunk sewer capacity is needed in Perkins Avenue to accommodate peak wet weather flows from the recently annexed areas.

Based on the condition of the existing 18" trunk sewer line it makes the most sense to replace this line with a 36" line and avoid over congesting Perkins Avenue with three large trunk sewer lines.

Stradley-Taylor Trunk Sewer (Middle Segments) Project $ 22,235,000 22,235,000 $ Description : Install approximately 18,778 LF of new 30" StradleyTaylor Trunk Sewer Line in Stradley Avenue and Taylor Avenue (referred to as the Middle Segments) to handle peak wet weather flows from the recently annexed areas. The Stradley Segment extends from Perkins Avenue to Taylor Avenue. The Taylor Segment extends from Stradley Avenue to approximately 2,500 feet east of Highway 99. Refer to Figure 7-1 of the Sewer Master Plan.

Capacity Need : A new trunk sewer network is needed to provide sewer service to the recently annexed areas. Based on the Sewer Master Plan analysis, 30" diameter trunk sewer lines are needed for the Middle Segments of the Stradley-Taylor Trunk Sewer Line to accommodate peak wet weather flows from the recently annexed areas.

Stradley-Taylor Trunk Sewer (Upstream Segments) Project $ 17,787,000 17,787,000 $ Description : Install approximately 12,446 LF of new 18", 6,477 LF of new 21" and 2,581 LF of new 30" Stradley-Taylor Trunk Sewer Line in Garzoli Avenue and east of Highway 99 (referred to as the Upstream Segments) to handle peak wet weather flows from the recently annexed areas. Refer to Figure 7-1 of the Sewer Master Plan.

Capacity Need : A new trunk sewer network is needed to provide sewer service to the recently annexed areas. Based on the Sewer Master Plan analysis, 18", 21" and 30" diameter trunk sewer lines are needed for the Upstream Segments of the Stradley-Taylor Trunk Sewer Line to accommodate peak wet weather flows from the recently annexed areas.

Grand Total: 50,351,000 $ 318,000 $ 272,000 $ 272,000 $ 58,000 $ 1,028,000 $ 110,000 $ 48,293,000 $

City of McFarland Chapter 8: Capital Improvement Plan
Sewer Collection System Master Plan
City of McFarland
June 2024 62

8.3 EXISTING VERSUS FUTURE USERS COST SHARE
The proposed Capital Improvement Program includes a variety of projects, some of which are associated with the existing sewer collection system, and some of which are associated with existing flows plus those to come from the recently annexed area. As a result, determining a fair distribution of responsibility and cost is an important consideration. How Capital Improvement Project costs are proposed to be distributed and/or shared is described below.

8.3.1 Existing Users Cost
Upgrades to address deficiencies and maintenance related projects associated with the existing sewer collection system shall be the responsibility of the existing users/customers with exception of improvements along Perkins Avenue downstream (west) of Stradley Avenue. Existing users shall bear the cost of such improvements.

8.3.2 Future Users Cost
All improvements upstream of the intersection of Perkins Avenue & Stradley Avenue (associated with the Stradley-Taylor Trunk Sewer Line) to serve the future users within the recently annexed area shall be the responsibility of said future users/customers. The future users shall bear the cost of such improvements.

8.3.3 Shared Cost
All improvements along Perkins Avenue downstream (west) of Stradley Avenue to provide for shared facilities to convey flows from the recently annexed area as well as existing customers shall be the shared responsibility of the future and existing users/customers. The future and existing users shall share the cost of such improvements. Capital Improvement costs shall be shared based on the percentage of flow to be handled by the new facility coming from the recently annexed area (future) verses flows coming from the existing served area as indicated In the formulas below.
• Future Customers Share (%) = Flow from recently annexed area Total combined flow
• Existing Customers Share (%) = Flow from existing area Total combined flow

City of McFarland References
Sewer Collection System Master Plan
City of McFarland
June 2024 63

REFERENCES
The following documents were reviewed and referenced in the preparation of this Sewer Collection System Master Plan:
• Regional Plan/Sustainable Communities Strategy, Kern Council of Governments, 2022 • General Waste Discharge Requirements for Sanitary Sewer Systems - Order Number 2022-0103-DWQ, State Water Resources Control Board, December 6, 2022 • 2040 General Plan, City of McFarland, August 2021
• Regional Plan/Sustainable Communities Strategy, Kern Council of Governments, 2018 • City of McFarland Comprehensive Sewer Study- Tract 7270 & 7292, Cannon, September 2017
• City of McFarland SE (Southeast Area) Wastewater Feasibility Study, Cannon, October 2017
• General Plan Amendment Environmental Impact Report, City of McFarland, April 2016 • Regional Plan/Sustainable Communities Strategy, Kern Council of Governments, 2014 • City of McFarland Wastewater Treatment Master Plan, Cannon, August 2013 • City of McFarland Wastewater Master Plan, Boyle, 2006

TECHNICAL APPENDICES
Gold Coast Environmental Sewer Flow Reports
DSI Sewer CCTV Inspection Report (Abbreviated)
Preliminary Project Cost Estimates

APPENDIX A - GOLD COAST ENVIRONMENTAL SEWER FLOW REPORTS

1868 Palma Drive, Suite I, Ventura, CA 93003 www.goldcoastenv.com 805.498.3811 ph.

Manhole - Layout

CITY OF MCFARLAND - SEWER FLOW STUDY
MH Location: MH-7033
Perkins Rd., west of Garzoli Ave.

McFarland, CA 93250

Pipe Size: 24” VCP
Time Period: 11/22/2023 - 12:00 a.m. to
12/5/2023 - 12:00 a.m.

GPS: 35.681631, -119.243109
Equipment
N
Manhole
E
Gold G C Coast Environmental
E Specializing in process instrumentation and calibration.

G C
Teledyne Isco 2150 Area Velocity Flow Meter with 10’
measuring range:

Level Measurement:
 Method - Submerged pressure transducer mounted in
the flow stream
 Transducer Type - Differential linear integrated circuit pressure transducer
 Range (standard) 0.033 to 10 ft (0.010 to 3.05 m);
Maximum Allowable Level 34 ft (10.5 m)
 Accuracy ±0.01 ft from 0.033 to 10 ft, (±0.003 m from

0.01 to 3.05 m,)
 Long-Term Stability ±0.023 ft/yr (±0.007 m/yr)
 Compensated Range 32° to 122°F (0° to 50°C)
Velocity Measurement:
 Method - Doppler ultrasonic, frequency 500 kHz
 Typical Minimum Depth 0.08 ft (25 mm)
 Range -5 to +20 ft/s (-1.5 to +6.1 m/s)
 Accuracy (in water with uniform velocity profile, speed of sound = 4850 ft/s, for indicated velocity range)
±0.1 ft/s from -5 to 5 ft/s (±0.03 m/s from—

1.5 to +1.5 m/s)
 ±2% of reading from 5 to 20 ft/s (1.5 to 6.1 m/s)
Method Of Insertion:
 24 inch line requires confined space entry for installation of ring and transducer.

Flow

Project: City of McFarland - Sewer Flow Study
Location: MH-7033
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 11/22/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7033
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 PM 10.311 0.578 324.816
12:15:00 AM 9.846 0.523 276.62 12:15:00 PM 10.331 0.61 343.863 12:30:00 AM 9.72 0.482 250.972 12:30:00 PM 10.268 0.608 340.095 12:45:00 AM 9.535 0.433 219.503 12:45:00 PM 10.352 0.603 340.735 1:00:00 AM 9.344 0.422 208.193 1:00:00 PM 10.368 0.581 329.145 1:15:00 AM 9.204 0.37 179.315 1:15:00 PM 10.403 0.612 348.15 1:30:00 AM 8.986 0.423 198.052 1:30:00 PM 10.531 0.623 360.032 1:45:00 AM 8.846 0.322 147.986 1:45:00 PM 10.675 0.643 378.198 2:00:00 AM 8.697 0.326 146.438 2:00:00 PM 10.681 0.675 397.506 2:15:00 AM 8.628 0.266 118.096 2:15:00 PM 10.708 0.699 413.02 2:30:00 AM 8.548 0.305 133.873 2:30:00 PM 10.73 0.618 366.052 2:45:00 AM 8.53 0.376 164.223 2:45:00 PM 10.663 0.617 362.308 3:00:00 AM 8.523 0.32 139.699 3:00:00 PM 10.625 0.62 362.652 3:15:00 AM 8.502 0.289 125.879 3:15:00 PM 10.713 0.611 361.277 3:30:00 AM 8.389 0.259 110.792 3:30:00 PM 10.842 0.691 414.881 3:45:00 AM 8.352 0.264 112.191 3:45:00 PM 10.832 0.619 371.297 4:00:00 AM 8.272 0.243 101.782 4:00:00 PM 10.748 0.676 401.232 4:15:00 AM 8.145 0.309 126.782 4:15:00 PM 10.8 0.691 412.758 4:30:00 AM 8.058 0.207 83.716 4:30:00 PM 10.822 0.647 387.614 4:45:00 AM 8.048 0.278 112.296 4:45:00 PM 10.815 0.685 410.169 5:00:00 AM 8.117 0.231 94.275 5:00:00 PM 10.734 0.668 395.646 5:15:00 AM 8.198 0.247 102.126 5:15:00 PM 10.73 0.664 393.406 5:30:00 AM 8.287 0.376 157.907 5:30:00 PM 10.718 0.663 392.076 5:45:00 AM 8.337 0.289 122.261 5:45:00 PM 10.791 0.769 459.14 6:00:00 AM 8.454 0.295 127.154 6:00:00 PM 10.946 0.659 400.369 6:15:00 AM 8.659 0.351 156.39 6:15:00 PM 10.886 0.699 421.595 6:30:00 AM 8.779 0.325 147.49 6:30:00 PM 10.936 0.702 426.437 6:45:00 AM 8.924 0.367 170.557 6:45:00 PM 11.114 0.798 494.446 7:00:00 AM 9.088 0.436 207.366 7:00:00 PM 11.075 0.718 442.771 7:15:00 AM 9.096 0.389 185.376 7:15:00 PM 10.852 0.649 390.213 7:30:00 AM 9.232 0.417 202.581 7:30:00 PM 10.822 0.642 384.255 7:45:00 AM 9.289 0.422 206.79 7:45:00 PM 10.758 0.639 379.987 8:00:00 AM 9.331 0.443 218.386 8:00:00 PM 10.859 0.649 390.658 8:15:00 AM 9.387 0.47 233.619 8:15:00 PM 10.974 0.641 390.925 8:30:00 AM 9.47 0.47 236.343 8:30:00 PM 10.966 0.676 411.926 8:45:00 AM 9.555 0.472 240.204 8:45:00 PM 10.881 0.687 414.494 9:00:00 AM 9.661 0.538 277.613 9:00:00 PM 10.867 0.717 432.006 9:15:00 AM 9.687 0.547 283.509 9:15:00 PM 11.069 0.66 407.172 9:30:00 AM 9.614 0.503 258.176 9:30:00 PM 11.029 0.592 363.256 9:45:00 AM 9.643 0.55 283.082 9:45:00 PM 10.818 0.613 367.065 10:00:00 AM 9.763 0.575 300.802 10:00:00 PM 10.728 0.625 370.299 10:15:00 AM 9.804 0.535 281.807 10:15:00 PM 10.696 0.662 390.549 10:30:00 AM 9.868 0.517 274.603 10:30:00 PM 10.685 0.594 349.971 10:45:00 AM 10.08 0.589 321.739 10:45:00 PM 10.516 0.55 317.583 11:00:00 AM 10.119 0.589 323.274 11:00:00 PM 10.429 0.576 328.586 11:15:00 AM 10.227 0.635 353.223 11:15:00 PM 10.385 0.528 299.707 11:30:00 AM 10.232 0.554 308.401 11:30:00 PM 10.28 0.527 295.315 11:45:00 AM 10.226 0.553 307.83 11:45:00 PM 10.19 0.542 300.276 Inches Feet/Sec GPM
Daily Avg: 9.908 0.525 290.265
Daily Min: 8.048 0.207 83.716
Daily Max: 11.114 0.798 494.446
Peak to Avg: 1.70
Wednesday - A.M. 11/22/2023 Wednesday - P.M. 11/22/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7033
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 11/23/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7033
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 10.277 0.543 304.24 12:00:00 PM 11.635 0.794 521.493 12:15:00 AM 10.239 0.516 287.396 12:15:00 PM 11.597 0.828 541.949 12:30:00 AM 9.985 0.497 267.858 12:30:00 PM 11.648 0.835 549.429 12:45:00 AM 9.775 0.457 239.398 12:45:00 PM 11.616 0.733 480.427 1:00:00 AM 9.548 0.429 218.257 1:00:00 PM 11.633 0.825 542.163 1:15:00 AM 9.41 0.446 222.397 1:15:00 PM 11.823 0.78 522.87 1:30:00 AM 9.408 0.484 241.113 1:30:00 PM 11.997 0.835 570.583 1:45:00 AM 9.385 0.41 203.609 1:45:00 PM 12.081 0.895 616.635 2:00:00 AM 9.315 0.401 197.293 2:00:00 PM 11.996 0.732 500.03 2:15:00 AM 9.241 0.391 190.221 2:15:00 PM 11.679 0.741 489.031 2:30:00 AM 9.018 0.352 165.658 2:30:00 PM 11.881 0.859 579.882 2:45:00 AM 8.836 0.355 162.456 2:45:00 PM 11.871 0.865 582.872 3:00:00 AM 8.726 0.345 155.226 3:00:00 PM 11.861 0.852 573.463 3:15:00 AM 8.643 0.294 130.712 3:15:00 PM 11.835 0.779 523.219 3:30:00 AM 8.574 0.444 195.57 3:30:00 PM 11.828 0.758 508.909 3:45:00 AM 8.548 0.368 161.046 3:45:00 PM 11.838 0.918 616.548 4:00:00 AM 8.506 0.304 132.487 4:00:00 PM 11.72 0.84 557.107 4:15:00 AM 8.395 0.402 171.919 4:15:00 PM 11.712 0.774 513.039 4:30:00 AM 8.297 0.399 167.733 4:30:00 PM 11.594 0.828 542.015 4:45:00 AM 8.262 0.338 141.401 4:45:00 PM 11.496 0.777 503.146 5:00:00 AM 8.297 0.334 140.697 5:00:00 PM 11.383 0.868 554.667 5:15:00 AM 8.265 0.33 138.17 5:15:00 PM 11.231 0.719 451.74 5:30:00 AM 8.196 0.335 138.643 5:30:00 PM 11.156 0.774 481.92 5:45:00 AM 8.147 0.24 98.646 5:45:00 PM 11.018 0.67 410.532 6:00:00 AM 8.171 0.39 160.856 6:00:00 PM 10.892 0.674 407.242 6:15:00 AM 8.216 0.385 160.072 6:15:00 PM 10.638 0.612 358.617 6:30:00 AM 8.214 0.309 128.404 6:30:00 PM 10.449 0.6 343.434 6:45:00 AM 8.228 0.404 168.282 6:45:00 PM 10.359 0.585 331.222 7:00:00 AM 8.41 0.315 134.944 7:00:00 PM 10.185 0.612 338.546 7:15:00 AM 8.593 0.447 197.429 7:15:00 PM 10.027 0.53 287.104 7:30:00 AM 8.731 0.308 138.979 7:30:00 PM 10.051 0.556 302.618 7:45:00 AM 8.779 0.368 167.1 7:45:00 PM 9.972 0.515 277.084 8:00:00 AM 8.809 0.359 163.819 8:00:00 PM 9.808 0.441 232.024 8:15:00 AM 8.966 0.372 173.777 8:15:00 PM 9.623 0.457 234.678 8:30:00 AM 9.063 0.5 236.851 8:30:00 PM 9.583 0.477 243.77 8:45:00 AM 9.166 0.452 217.421 8:45:00 PM 9.532 0.464 235.39 9:00:00 AM 9.503 0.477 240.936 9:00:00 PM 9.502 0.486 245.401 9:15:00 AM 9.973 0.488 262.76 9:15:00 PM 9.491 0.462 232.713 9:30:00 AM 10.459 0.576 330.157 9:30:00 PM 9.56 0.463 235.718 9:45:00 AM 10.68 0.649 381.924 9:45:00 PM 9.638 0.467 240.274 10:00:00 AM 10.848 0.649 389.928 10:00:00 PM 9.614 0.463 237.227 10:15:00 AM 10.834 0.712 427.029 10:15:00 PM 9.709 0.554 287.857 10:30:00 AM 10.974 0.665 405.388 10:30:00 PM 9.806 0.5 263.042 10:45:00 AM 11.123 0.712 441.65 10:45:00 PM 9.818 0.582 306.654 11:00:00 AM 11.213 0.728 456.143 11:00:00 PM 9.797 0.537 282.194 11:15:00 AM 11.227 0.714 448.603 11:15:00 PM 9.701 0.453 235.059 11:30:00 AM 11.456 0.757 487.728 11:30:00 PM 9.729 0.481 250.772 11:45:00 AM 11.573 0.77 502.405 11:45:00 PM 9.892 0.502 267.187 Inches Feet/Sec GPM
Daily Avg: 10.060 0.559 320.000
Daily Min: 8.147 0.24 98.646
Daily Max: 12.081 0.918 616.635
Peak to Avg: 1.93
Thursday - A.M. 11/23/2023 Thursday - P.M. 11/23/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7033
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 11/24/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7033
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 9.951 0.522 280.353 12:00:00 PM 10.582 0.668 388.705 12:15:00 AM 9.888 0.513 273.307 12:15:00 PM 10.606 0.661 385.82 12:30:00 AM 9.768 0.493 258.458 12:30:00 PM 10.593 0.618 359.858 12:45:00 AM 9.539 0.488 247.868 12:45:00 PM 10.543 0.588 340.521 1:00:00 AM 9.456 0.443 222.19 1:00:00 PM 10.623 0.623 364.171 1:15:00 AM 9.377 0.435 215.696 1:15:00 PM 10.589 0.666 387.633 1:30:00 AM 9.336 0.483 238.021 1:30:00 PM 10.563 0.638 370.142 1:45:00 AM 9.172 0.431 207.814 1:45:00 PM 10.641 0.656 384.42 2:00:00 AM 9.03 0.387 182.742 2:00:00 PM 10.654 0.66 387.246 2:15:00 AM 8.888 0.332 153.493 2:15:00 PM 10.606 0.644 375.658 2:30:00 AM 8.734 0.402 181.155 2:30:00 PM 10.567 0.627 363.847 2:45:00 AM 8.675 0.404 180.546 2:45:00 PM 10.55 0.666 385.761 3:00:00 AM 8.652 0.308 137.207 3:00:00 PM 10.516 0.707 408.184 3:15:00 AM 8.614 0.329 145.762 3:15:00 PM 10.572 0.654 379.733 3:30:00 AM 8.59 0.379 167.124 3:30:00 PM 10.539 0.689 398.775 3:45:00 AM 8.524 0.399 174.351 3:45:00 PM 10.513 0.597 344.081 4:00:00 AM 8.475 0.31 134.248 4:00:00 PM 10.502 0.582 335.178 4:15:00 AM 8.455 0.366 157.891 4:15:00 PM 10.554 0.606 351.296 4:30:00 AM 8.412 0.357 153.12 4:30:00 PM 10.649 0.607 355.937 4:45:00 AM 8.349 0.338 143.458 4:45:00 PM 10.707 0.689 406.732 5:00:00 AM 8.314 0.286 120.744 5:00:00 PM 10.762 0.7 416.197 5:15:00 AM 8.376 0.265 113.09 5:15:00 PM 10.83 0.696 416.959 5:30:00 AM 8.457 0.292 126.256 5:30:00 PM 10.751 0.678 402.671 5:45:00 AM 8.376 0.253 107.712 5:45:00 PM 10.465 0.69 395.834 6:00:00 AM 8.337 0.396 167.63 6:00:00 PM 10.509 0.623 359.19 6:15:00 AM 8.39 0.3 128.018 6:15:00 PM 10.573 0.621 360.815 6:30:00 AM 8.53 0.284 123.98 6:30:00 PM 10.62 0.628 367.3 6:45:00 AM 8.581 0.33 145.243 6:45:00 PM 10.539 0.617 356.982 7:00:00 AM 8.639 0.31 137.963 7:00:00 PM 10.494 0.681 391.719 7:15:00 AM 8.628 0.343 152.119 7:15:00 PM 10.443 0.53 303.263 7:30:00 AM 8.582 0.323 142.202 7:30:00 PM 10.493 0.669 384.671 7:45:00 AM 8.602 0.338 149.439 7:45:00 PM 10.481 0.696 399.637 8:00:00 AM 8.864 0.448 206.255 8:00:00 PM 10.417 0.627 357.264 8:15:00 AM 9.077 0.418 198.422 8:15:00 PM 10.473 0.592 340.007 8:30:00 AM 9.105 0.377 179.971 8:30:00 PM 10.472 0.64 367.207 8:45:00 AM 9.033 0.417 197.059 8:45:00 PM 10.494 0.604 347.469 9:00:00 AM 9.189 0.466 225.026 9:00:00 PM 10.493 0.679 390.619 9:15:00 AM 9.318 0.483 237.406 9:15:00 PM 10.466 0.655 375.607 9:30:00 AM 9.527 0.472 239.307 9:30:00 PM 10.361 0.578 327.404 9:45:00 AM 9.589 0.465 237.857 9:45:00 PM 10.407 0.657 374.01 10:00:00 AM 9.664 0.471 243.27 10:00:00 PM 10.488 0.621 356.911 10:15:00 AM 9.802 0.59 310.479 10:15:00 PM 10.525 0.623 359.728 10:30:00 AM 9.942 0.545 292.051 10:30:00 PM 10.556 0.624 361.785 10:45:00 AM 10.139 0.56 308.095 10:45:00 PM 10.477 0.632 363.047 11:00:00 AM 10.333 0.636 358.615 11:00:00 PM 10.387 0.609 345.628 11:15:00 AM 10.362 0.63 356.766 11:15:00 PM 10.256 0.572 319.387 11:30:00 AM 10.528 0.668 386.242 11:30:00 PM 10.067 0.573 312.466 11:45:00 AM 10.612 0.679 396.612 11:45:00 PM 9.932 0.535 286.339 Inches Feet/Sec GPM
Daily Avg: 9.808 0.528 286.064
Daily Min: 8.314 0.253 107.712
Daily Max: 10.83 0.707 416.959
Peak to Avg: 1.46
Friday - A.M. 11/24/2023 Friday - P.M. 11/24/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7033
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 11/25/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7033
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 9.885 0.504 268.276 12:00:00 PM 10.904 0.672 406.641 12:15:00 AM 9.868 0.505 268.33 12:15:00 PM 10.91 0.639 386.52 12:30:00 AM 9.723 0.489 254.492 12:30:00 PM 10.909 0.718 434.384 12:45:00 AM 9.517 0.464 234.643 12:45:00 PM 10.937 0.679 411.965 1:00:00 AM 9.401 0.496 246.988 1:00:00 PM 10.946 0.666 404.519 1:15:00 AM 9.257 0.462 225.348 1:15:00 PM 10.889 0.671 404.942 1:30:00 AM 9.1 0.429 204.622 1:30:00 PM 10.764 0.631 375.551 1:45:00 AM 9.023 0.546 257.51 1:45:00 PM 10.783 0.636 378.978 2:00:00 AM 8.919 0.529 245.296 2:00:00 PM 10.885 0.745 449.308 2:15:00 AM 8.95 0.387 180.253 2:15:00 PM 11.026 0.691 423.654 2:30:00 AM 8.883 0.453 209.077 2:30:00 PM 10.98 0.72 439.629 2:45:00 AM 8.817 0.41 187.15 2:45:00 PM 10.905 0.701 423.83 3:00:00 AM 8.691 0.327 146.603 3:00:00 PM 10.955 0.76 462.587 3:15:00 AM 8.526 0.438 191.478 3:15:00 PM 10.983 0.658 401.637 3:30:00 AM 8.415 0.332 142.5 3:30:00 PM 10.995 0.669 409.198 3:45:00 AM 8.398 0.31 132.71 3:45:00 PM 10.991 0.67 409.488 4:00:00 AM 8.41 0.409 175.237 4:00:00 PM 10.884 0.779 469.792 4:15:00 AM 8.396 0.303 129.694 4:15:00 PM 11.006 0.7 428.525 4:30:00 AM 8.357 0.288 122.333 4:30:00 PM 11.029 0.707 433.81 4:45:00 AM 8.284 0.386 162.184 4:45:00 PM 10.93 0.694 420.724 5:00:00 AM 8.23 0.293 121.902 5:00:00 PM 10.895 0.636 384.024 5:15:00 AM 8.176 0.254 104.767 5:15:00 PM 10.622 0.604 352.853 5:30:00 AM 8.156 0.371 152.604 5:30:00 PM 10.73 0.645 381.791 5:45:00 AM 8.187 0.36 148.621 5:45:00 PM 10.745 0.728 432.045 6:00:00 AM 8.188 0.3 124.124 6:00:00 PM 10.694 0.737 434.588 6:15:00 AM 8.153 0.31 127.544 6:15:00 PM 10.649 0.648 379.908 6:30:00 AM 8.229 0.399 165.958 6:30:00 PM 10.61 0.637 371.812 6:45:00 AM 8.285 0.311 130.531 6:45:00 PM 10.496 0.631 363.308 7:00:00 AM 8.376 0.437 186.188 7:00:00 PM 10.373 0.591 334.878 7:15:00 AM 8.526 0.321 140.177 7:15:00 PM 10.292 0.621 348.273 7:30:00 AM 8.526 0.345 150.779 7:30:00 PM 10.295 0.576 323.136 7:45:00 AM 8.492 0.324 140.78 7:45:00 PM 10.277 0.584 326.81 8:00:00 AM 8.473 0.309 133.705 8:00:00 PM 10.135 0.596 327.483 8:15:00 AM 8.575 0.384 168.942 8:15:00 PM 9.996 0.565 305.096 8:30:00 AM 8.768 0.385 174.456 8:30:00 PM 10.138 0.551 303.252 8:45:00 AM 8.962 0.352 164.248 8:45:00 PM 10.113 0.641 351.505 9:00:00 AM 9.118 0.45 215.005 9:00:00 PM 10.144 0.555 305.595 9:15:00 AM 9.29 0.473 231.806 9:15:00 PM 10.234 0.576 321.043 9:30:00 AM 9.403 0.469 233.336 9:30:00 PM 10.227 0.584 325 9:45:00 AM 9.614 0.546 279.822 9:45:00 PM 10.09 0.524 286.524 10:00:00 AM 9.869 0.634 336.576 10:00:00 PM 10.075 0.523 285.281 10:15:00 AM 10.185 0.622 344.17 10:15:00 PM 10.022 0.598 324.081 10:30:00 AM 10.453 0.582 333.162 10:30:00 PM 10.256 0.577 322.39 10:45:00 AM 10.544 0.666 385.445 10:45:00 PM 10.325 0.643 362.417 11:00:00 AM 10.567 0.649 376.837 11:00:00 PM 10.21 0.528 293.075 11:15:00 AM 10.673 0.624 366.956 11:15:00 PM 10.031 0.496 269.216 11:30:00 AM 10.835 0.642 385.084 11:30:00 PM 9.954 0.563 302.314 11:45:00 AM 10.974 0.668 407.552 11:45:00 PM 9.805 0.591 311 Inches Feet/Sec GPM
Daily Avg: 9.808 0.537 292.125
Daily Min: 8.153 0.254 104.767
Daily Max: 11.029 0.779 469.792
Peak to Avg: 1.61
Saturday - A.M. 11/25/2023 Saturday - P.M. 11/25/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7033
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 11/26/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7033
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 9.651 0.515 265.337 12:00:00 PM 10.729 0.653 386.697 12:15:00 AM 9.613 0.525 269.229 12:15:00 PM 10.694 0.654 385.726 12:30:00 AM 9.557 0.522 265.862 12:30:00 PM 10.783 0.758 451.889 12:45:00 AM 9.503 0.477 241.155 12:45:00 PM 10.946 0.765 465.216 1:00:00 AM 9.356 0.498 246.259 1:00:00 PM 11.025 0.737 452.138 1:15:00 AM 9.286 0.426 208.399 1:15:00 PM 10.966 0.752 457.897 1:30:00 AM 9.297 0.455 223.047 1:30:00 PM 10.89 0.736 444.183 1:45:00 AM 9.262 0.468 228.223 1:45:00 PM 10.778 0.753 448.638 2:00:00 AM 9.254 0.468 228.148 2:00:00 PM 10.664 0.626 367.851 2:15:00 AM 9.183 0.393 189.821 2:15:00 PM 10.549 0.733 424.659 2:30:00 AM 8.994 0.385 180.782 2:30:00 PM 10.508 0.617 355.569 2:45:00 AM 8.751 0.436 197.063 2:45:00 PM 10.664 0.754 442.976 3:00:00 AM 8.634 0.35 155.576 3:00:00 PM 10.879 0.722 435.516 3:15:00 AM 8.521 0.379 165.295 3:15:00 PM 10.898 0.737 445.237 3:30:00 AM 8.4 0.347 148.7 3:30:00 PM 10.67 0.696 409.082 3:45:00 AM 8.279 0.288 120.971 3:45:00 PM 10.478 0.663 381.025 4:00:00 AM 8.233 0.308 128.211 4:00:00 PM 10.507 0.724 417.345 4:15:00 AM 8.246 0.342 142.829 4:15:00 PM 10.512 0.748 431.563 4:30:00 AM 8.229 0.273 113.745 4:30:00 PM 10.5 0.629 362.479 4:45:00 AM 8.149 0.313 128.463 4:45:00 PM 10.442 0.611 349.596 5:00:00 AM 8.042 0.28 112.799 5:00:00 PM 10.525 0.672 388.313 5:15:00 AM 7.97 0.351 139.716 5:15:00 PM 10.703 0.721 425.442 5:30:00 AM 7.956 0.383 152.102 5:30:00 PM 10.707 0.629 371.635 5:45:00 AM 7.948 0.435 172.818 5:45:00 PM 10.498 0.682 392.69 6:00:00 AM 7.962 0.365 145.076 6:00:00 PM 10.415 0.656 373.566 6:15:00 AM 7.949 0.309 122.694 6:15:00 PM 10.522 0.714 412.528 6:30:00 AM 7.975 0.348 138.634 6:30:00 PM 10.656 0.766 449.744 6:45:00 AM 7.98 0.284 113.462 6:45:00 PM 10.785 0.72 429.598 7:00:00 AM 8.018 0.349 140.383 7:00:00 PM 10.871 0.626 376.817 7:15:00 AM 7.993 0.287 114.962 7:15:00 PM 10.763 0.641 381.438 7:30:00 AM 8.085 0.381 154.699 7:30:00 PM 10.61 0.707 412.586 7:45:00 AM 8.085 0.313 127.044 7:45:00 PM 10.702 0.689 406.539 8:00:00 AM 8.092 0.307 125.025 8:00:00 PM 10.994 0.71 434.254 8:15:00 AM 8.192 0.332 137.184 8:15:00 PM 11.205 0.722 451.939 8:30:00 AM 8.512 0.335 146.043 8:30:00 PM 11.248 0.813 511.799 8:45:00 AM 8.754 0.38 171.778 8:45:00 PM 11.179 0.769 480.524 9:00:00 AM 9.083 0.433 205.663 9:00:00 PM 11.173 0.713 445.153 9:15:00 AM 9.489 0.536 270.067 9:15:00 PM 11.25 0.79 497.223 9:30:00 AM 9.485 0.461 232.226 9:30:00 PM 11.304 0.72 455.905 9:45:00 AM 9.663 0.524 270.452 9:45:00 PM 11.367 0.708 451.657 10:00:00 AM 9.994 0.574 310.035 10:00:00 PM 11.353 0.813 517.99 10:15:00 AM 10.226 0.668 371.639 10:15:00 PM 11.264 0.731 460.74 10:30:00 AM 10.205 0.563 312.431 10:30:00 PM 10.818 0.73 436.907 10:45:00 AM 10.354 0.596 337.068 10:45:00 PM 10.827 0.687 411.958 11:00:00 AM 10.475 0.638 366.254 11:00:00 PM 10.796 0.75 447.694 11:15:00 AM 10.619 0.713 416.666 11:15:00 PM 10.55 0.57 330.24 11:30:00 AM 10.838 0.727 436.15 11:30:00 PM 10.368 0.633 358.544 11:45:00 AM 10.818 0.705 422.018 11:45:00 PM 10.273 0.647 362.001 Inches Feet/Sec GPM
Daily Avg: 9.866 0.569 315.132
Daily Min: 7.948 0.273 112.799
Daily Max: 11.367 0.813 517.99
Peak to Avg: 1.64
Sunday - A.M. 11/26/2023 Sunday - P.M. 11/26/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7033
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 11/27/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7033
Time Level Velocity Velocity Time Level Velocity Flow
12:10:00 AM 10.102 0.605 331.465 12:00:00 PM 9.609 0.416 213.127 12:15:00 AM 9.829 0.516 272.653 12:15:00 PM 9.704 0.598 310.267 12:30:00 AM 9.714 0.483 251.382 12:30:00 PM 9.765 0.498 260.616 12:45:00 AM 9.533 0.542 274.786 12:45:00 PM 9.894 0.554 295.132 1:00:00 AM 9.321 0.417 205.277 1:00:00 PM 9.917 0.583 311.79 1:15:00 AM 9.146 0.393 188.719 1:15:00 PM 9.877 0.526 279.659 1:30:00 AM 8.941 0.512 238.481 1:30:00 PM 9.657 0.468 241.23 1:45:00 AM 8.748 0.394 177.966 1:45:00 PM 9.719 0.55 286.045 2:00:00 AM 8.605 0.357 157.957 2:00:00 PM 9.801 0.51 268.242 2:15:00 AM 8.454 0.325 140.498 2:15:00 PM 9.845 0.584 309.312 2:30:00 AM 8.295 0.376 158.138 2:30:00 PM 9.88 0.593 315.391 2:45:00 AM 8.203 0.38 157.634 2:45:00 PM 9.747 0.523 273.234 3:00:00 AM 8.132 0.305 125.037 3:00:00 PM 9.652 0.493 254.149 3:15:00 AM 8.122 0.356 145.595 3:15:00 PM 9.658 0.486 250.944 3:30:00 AM 8.045 0.485 195.712 3:30:00 PM 9.715 0.498 258.999 3:45:00 AM 8.046 0.236 95.09 3:45:00 PM 9.723 0.527 274.344 4:00:00 AM 8.001 0.517 207.012 4:00:00 PM 9.684 0.478 247.714 4:15:00 AM 7.974 0.266 105.959 4:15:00 PM 9.757 0.524 274.2 4:30:00 AM 7.932 0.214 84.714 4:30:00 PM 9.761 0.556 290.755 4:45:00 AM 7.902 0.275 108.258 4:45:00 PM 9.957 0.583 313.375 5:00:00 AM 7.989 0.228 91.254 5:00:00 PM 10.114 0.567 310.706 5:15:00 AM 8.065 0.348 140.73 5:15:00 PM 10.112 0.545 298.619 5:30:00 AM 8.076 0.331 134.196 5:30:00 PM 10.074 0.582 317.75 5:45:00 AM 8.135 0.372 152.53 5:45:00 PM 10.274 0.58 324.775 6:00:00 AM 8.229 0.346 143.964 6:00:00 PM 10.519 0.654 377.529 6:15:00 AM 8.444 0.357 153.961 6:15:00 PM 10.692 0.731 431.116 6:30:00 AM 8.712 0.436 195.865 6:30:00 PM 10.628 0.632 369.746 6:45:00 AM 8.85 0.446 204.904 6:45:00 PM 10.509 0.676 389.787 7:00:00 AM 8.948 0.438 204.113 7:00:00 PM 10.714 0.72 425.534 7:15:00 AM 9.196 0.462 223.472 7:15:00 PM 10.793 0.684 408.317 7:30:00 AM 9.484 0.516 260.045 7:30:00 PM 10.907 0.717 433.681 7:45:00 AM 9.803 0.592 311.723 7:45:00 PM 10.907 0.698 422.579 8:00:00 AM 9.988 0.528 285.068 8:00:00 PM 10.797 0.673 402.008 8:15:00 AM 10.059 0.571 310.978 8:15:00 PM 10.908 0.749 452.969 8:30:00 AM 10.029 0.58 314.418 8:30:00 PM 11.048 0.731 449.59 8:45:00 AM 9.841 0.509 269.17 8:45:00 PM 11.224 0.784 492.033 9:00:00 AM 9.622 0.49 251.392 9:00:00 PM 11.343 0.723 459.892 9:15:00 AM 9.613 0.528 270.823 9:15:00 PM 11.316 0.752 477.215 9:30:00 AM 9.563 0.487 247.855 9:30:00 PM 11.281 0.715 451.784 9:45:00 AM 9.566 0.511 260.265 9:45:00 PM 11.327 0.789 501.34 10:00:00 AM 9.48 0.462 232.753 10:00:00 PM 11.239 0.805 506.01 10:15:00 AM 9.363 0.421 208.279 10:15:00 PM 10.968 0.658 400.956 10:30:00 AM 9.426 0.456 227.686 10:30:00 PM 10.875 0.713 429.515 10:45:00 AM 9.428 0.465 232.247 10:45:00 PM 10.727 0.626 370.825 11:00:00 AM 9.506 0.444 224.326 11:00:00 PM 10.514 0.587 338.526 11:15:00 AM 9.611 0.468 239.853 11:15:00 PM 10.341 0.556 313.872 11:30:00 AM 9.571 0.553 282.191 11:30:00 PM 10.15 0.589 324.743 11:45:00 AM 9.524 0.48 243.1 11:45:00 PM 10.004 0.53 286.467 Inches Feet/Sec GPM
Daily Avg: 9.649 0.521 276.889
Daily Min: 7.902 0.214 84.714
Daily Max: 11.343 0.805 506.01
Peak to Avg: 1.83
Monday - A.M. 11/27/2023 Monday - P.M. 11/27/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7033
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 11/28/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7033
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 9.784 0.445 233.739 12:00:00 PM 9.33 0.428 211.171 12:15:00 AM 9.567 0.438 223.007 12:15:00 PM 9.596 0.52 265.829 12:30:00 AM 9.428 0.497 248.238 12:30:00 PM 9.637 0.516 265.636 12:45:00 AM 9.246 0.415 202.312 12:45:00 PM 9.554 0.469 238.573 1:00:00 AM 9.103 0.374 178.245 1:00:00 PM 9.568 0.496 252.639 1:15:00 AM 8.938 0.426 198.019 1:15:00 PM 9.525 0.466 235.965 1:30:00 AM 8.83 0.432 197.876 1:30:00 PM 9.459 0.478 240.074 1:45:00 AM 8.697 0.389 174.449 1:45:00 PM 9.384 0.457 226.808 2:00:00 AM 8.517 0.429 187.286 2:00:00 PM 9.368 0.481 238.59 2:15:00 AM 8.375 0.318 135.475 2:15:00 PM 9.442 0.523 261.79 2:30:00 AM 8.314 0.371 156.543 2:30:00 PM 9.494 0.515 259.535 2:45:00 AM 8.231 0.286 119.109 2:45:00 PM 9.495 0.493 248.721 3:00:00 AM 8.122 0.25 102.341 3:00:00 PM 9.553 0.499 253.554 3:15:00 AM 7.957 0.399 158.647 3:15:00 PM 9.536 0.524 266.106 3:30:00 AM 7.896 0.223 87.829 3:30:00 PM 9.511 0.471 238.136 3:45:00 AM 7.856 0.335 130.965 3:45:00 PM 9.52 0.495 250.8 4:00:00 AM 7.863 0.306 119.789 4:00:00 PM 9.527 0.499 252.769 4:15:00 AM 7.768 0.431 165.805 4:15:00 PM 9.733 0.531 276.649 4:30:00 AM 7.687 0.371 140.654 4:30:00 PM 9.93 0.605 324.055 4:45:00 AM 7.682 0.226 85.684 4:45:00 PM 10.016 0.624 337.961 5:00:00 AM 7.701 0.223 84.735 5:00:00 PM 10.048 0.606 329.343 5:15:00 AM 7.71 0.351 133.826 5:15:00 PM 10.079 0.59 322.283 5:30:00 AM 7.68 0.317 120.069 5:30:00 PM 10.167 0.613 338.247 5:45:00 AM 7.752 0.229 88.032 5:45:00 PM 10.184 0.618 341.992 6:00:00 AM 7.918 0.291 115.114 6:00:00 PM 10.255 0.613 342.057 6:15:00 AM 8.239 0.324 135.145 6:15:00 PM 10.286 0.637 357.398 6:30:00 AM 8.55 0.355 155.823 6:30:00 PM 10.437 0.667 381.196 6:45:00 AM 8.711 0.349 156.803 6:45:00 PM 10.654 0.788 462.24 7:00:00 AM 8.888 0.367 169.589 7:00:00 PM 10.83 0.746 447.504 7:15:00 AM 9.09 0.434 206.809 7:15:00 PM 10.862 0.716 431.092 7:30:00 AM 9.481 0.504 253.742 7:30:00 PM 10.812 0.706 422.179 7:45:00 AM 9.802 0.549 289.071 7:45:00 PM 10.893 0.794 479.659 8:00:00 AM 9.889 0.522 277.774 8:00:00 PM 11.038 0.73 448.793 8:15:00 AM 10.01 0.656 354.645 8:15:00 PM 10.995 0.761 465.262 8:30:00 AM 10.016 0.568 307.421 8:30:00 PM 11.067 0.795 489.809 8:45:00 AM 9.813 0.577 303.851 8:45:00 PM 11.044 0.738 453.826 9:00:00 AM 9.58 0.517 263.732 9:00:00 PM 11.146 0.695 432.294 9:15:00 AM 9.495 0.437 220.698 9:15:00 PM 11.14 0.752 467.613 9:30:00 AM 9.382 0.52 258.043 9:30:00 PM 10.971 0.733 446.731 9:45:00 AM 9.332 0.467 229.995 9:45:00 PM 11.123 0.83 515.035 10:00:00 AM 9.274 0.469 229.266 10:00:00 PM 11.107 0.759 470.017 10:15:00 AM 9.372 0.549 272.275 10:15:00 PM 11.118 0.803 497.983 10:30:00 AM 9.404 0.466 231.914 10:30:00 PM 11.027 0.8 491.099 10:45:00 AM 9.474 0.527 265.101 10:45:00 PM 10.889 0.784 473.091 11:00:00 AM 9.55 0.497 252.677 11:00:00 PM 10.83 0.677 406.145 11:15:00 AM 9.531 0.492 249.514 11:15:00 PM 10.551 0.646 374.129 11:30:00 AM 9.457 0.468 235.017 11:30:00 PM 10.363 0.661 374.024 11:45:00 AM 9.408 0.498 247.94 11:45:00 PM 10.077 0.594 324.021 Inches Feet/Sec GPM
Daily Avg: 9.534 0.520 274.224
Daily Min: 7.68 0.223 84.735
Daily Max: 11.146 0.83 515.035
Peak to Avg: 1.88
Tuesday- A.M. 11/28/2023 Tuesday- P.M. 11/28/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7033
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 11/29/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7033
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 9.891 0.466 248.26 12:00:00 PM 9.307 0.465 228.543 12:15:00 AM 9.654 0.541 278.949 12:15:00 PM 9.398 0.467 232.398 12:30:00 AM 9.469 0.443 222.662 12:30:00 PM 9.475 0.457 229.795 12:45:00 AM 9.303 0.432 211.925 12:45:00 PM 9.525 0.587 297.37 1:00:00 AM 9.1 0.42 200.348 1:00:00 PM 9.587 0.504 257.502 1:15:00 AM 8.874 0.345 158.779 1:15:00 PM 9.544 0.496 252.126 1:30:00 AM 8.692 0.373 167.045 1:30:00 PM 9.655 0.537 277.229 1:45:00 AM 8.597 0.34 150.187 1:45:00 PM 9.733 0.597 311.46 2:00:00 AM 8.509 0.308 134.291 2:00:00 PM 9.832 0.622 328.534 2:15:00 AM 8.428 0.312 134.119 2:15:00 PM 9.867 0.552 293.232 2:30:00 AM 8.335 0.298 126.259 2:30:00 PM 9.754 0.495 258.674 2:45:00 AM 8.195 0.312 128.937 2:45:00 PM 9.667 0.49 253.089 3:00:00 AM 8.088 0.257 104.346 3:00:00 PM 9.561 0.59 300.152 3:15:00 AM 7.975 0.345 137.414 3:15:00 PM 9.625 0.55 282.577 3:30:00 AM 7.933 0.295 116.893 3:30:00 PM 9.709 0.548 284.89 3:45:00 AM 7.859 0.256 100.167 3:45:00 PM 9.677 0.479 247.766 4:00:00 AM 7.746 0.342 131.036 4:00:00 PM 9.609 0.503 257.954 4:15:00 AM 7.63 0.219 82.286 4:15:00 PM 9.679 0.519 268.369 4:30:00 AM 7.623 0.453 169.797 4:30:00 PM 9.817 0.613 323.466 4:45:00 AM 7.674 0.185 70.078 4:45:00 PM 9.902 0.571 304.706 5:00:00 AM 7.688 0.253 95.903 5:00:00 PM 10.026 0.587 317.992 5:15:00 AM 7.763 0.197 75.665 5:15:00 PM 10.097 0.644 352.232 5:30:00 AM 7.917 0.282 111.249 5:30:00 PM 10.115 0.588 322.417 5:45:00 AM 7.933 0.344 136.34 5:45:00 PM 10.183 0.663 366.882 6:00:00 AM 8.049 0.319 128.994 6:00:00 PM 10.329 0.617 348.033 6:15:00 AM 8.416 0.348 149.476 6:15:00 PM 10.347 0.63 355.939 6:30:00 AM 8.574 0.376 165.573 6:30:00 PM 10.363 0.626 354.409 6:45:00 AM 8.647 0.44 195.715 6:45:00 PM 10.553 0.659 382.198 7:00:00 AM 8.863 0.402 184.944 7:00:00 PM 10.727 0.669 395.896 7:15:00 AM 9.103 0.449 213.987 7:15:00 PM 10.725 0.666 394.281 7:30:00 AM 9.344 0.514 254.062 7:30:00 PM 10.78 0.665 396.187 7:45:00 AM 9.612 0.481 246.484 7:45:00 PM 10.852 0.688 413.543 8:00:00 AM 9.894 0.607 323.397 8:00:00 PM 10.889 0.684 412.822 8:15:00 AM 9.95 0.608 326.285 8:15:00 PM 10.834 0.668 400.854 8:30:00 AM 9.957 0.568 305.366 8:30:00 PM 10.789 0.74 441.548 8:45:00 AM 9.871 0.565 300.292 8:45:00 PM 10.886 0.681 411.224 9:00:00 AM 9.676 0.503 260.262 9:00:00 PM 11.024 0.722 442.992 9:15:00 AM 9.584 0.502 256.287 9:15:00 PM 11.021 0.779 477.379 9:30:00 AM 9.438 0.557 278.993 9:30:00 PM 11.148 0.742 461.913 9:45:00 AM 9.309 0.47 230.926 9:45:00 PM 11.166 0.706 440.097 10:00:00 AM 9.196 0.428 206.904 10:00:00 PM 11.011 0.714 437.57 10:15:00 AM 9.141 0.515 246.935 10:15:00 PM 10.971 0.695 423.64 10:30:00 AM 9.182 0.44 212.505 10:30:00 PM 10.961 0.684 416.292 10:45:00 AM 9.319 0.514 252.916 10:45:00 PM 10.853 0.798 479.618 11:00:00 AM 9.371 0.564 279.69 11:00:00 PM 10.702 0.6 354.079 11:15:00 AM 9.345 0.461 227.455 11:15:00 PM 10.526 0.652 376.594 11:30:00 AM 9.399 0.456 227.187 11:30:00 PM 10.273 0.621 347.481 11:45:00 AM 9.362 0.535 264.75 11:45:00 PM 9.941 0.537 287.899 Inches Feet/Sec GPM
Daily Avg: 9.522 0.511 268.273
Daily Min: 7.623 0.185 70.078
Daily Max: 11.166 0.798 479.618
Peak to Avg: 1.79
Wednesday - A.M. 11/29/2023 Wednesday - P.M. 11/29/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7033
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 11/30/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7033
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 9.809 0.514 270.658 12:00:00 PM 9.249 0.429 209.049 12:15:00 AM 9.661 0.464 239.672 12:15:00 PM 9.376 0.486 241.054 12:30:00 AM 9.462 0.465 233.659 12:30:00 PM 9.451 0.558 279.709 12:45:00 AM 9.24 0.465 226.396 12:45:00 PM 9.456 0.465 233.144 1:00:00 AM 9.015 0.403 189.802 1:00:00 PM 9.546 0.485 246.301 1:15:00 AM 8.831 0.369 168.773 1:15:00 PM 9.583 0.612 312.627 1:30:00 AM 8.688 0.338 151.218 1:30:00 PM 9.581 0.448 228.973 1:45:00 AM 8.564 0.308 135.273 1:45:00 PM 9.597 0.481 246.135 2:00:00 AM 8.464 0.388 167.563 2:00:00 PM 9.548 0.463 235.421 2:15:00 AM 8.412 0.331 141.989 2:15:00 PM 9.434 0.479 239.805 2:30:00 AM 8.278 0.377 158.367 2:30:00 PM 9.489 0.505 254.327 2:45:00 AM 8.184 0.265 109.661 2:45:00 PM 9.484 0.445 224.285 3:00:00 AM 8.055 0.21 84.97 3:00:00 PM 9.565 0.466 237.535 3:15:00 AM 7.929 0.392 155.08 3:15:00 PM 9.586 0.537 274.459 3:30:00 AM 7.906 0.292 115.047 3:30:00 PM 9.597 0.554 283.536 3:45:00 AM 7.854 0.335 130.73 3:45:00 PM 9.562 0.497 252.862 4:00:00 AM 7.804 0.24 92.925 4:00:00 PM 9.465 0.448 224.973 4:15:00 AM 7.822 0.477 185.229 4:15:00 PM 9.517 0.572 289.255 4:30:00 AM 7.794 0.259 100.222 4:30:00 PM 9.612 0.504 258.207 4:45:00 AM 7.786 0.453 175.023 4:45:00 PM 9.849 0.543 287.775 5:00:00 AM 7.833 0.266 103.661 5:00:00 PM 9.957 0.574 308.481 5:15:00 AM 7.881 0.418 163.926 5:15:00 PM 9.927 0.578 309.424 5:30:00 AM 7.904 0.478 188.172 5:30:00 PM 9.877 0.588 312.533 5:45:00 AM 8.057 0.367 148.283 5:45:00 PM 9.985 0.582 313.659 6:00:00 AM 8.243 0.287 119.873 6:00:00 PM 10.205 0.656 364.053 6:15:00 AM 8.47 0.335 144.98 6:15:00 PM 10.218 0.64 355.666 6:30:00 AM 8.805 0.392 178.928 6:30:00 PM 10.29 0.687 385.503 6:45:00 AM 8.933 0.432 200.863 6:45:00 PM 10.493 0.731 420.489 7:00:00 AM 8.965 0.423 197.447 7:00:00 PM 10.579 0.649 377.525 7:15:00 AM 9.197 0.444 214.794 7:15:00 PM 10.617 0.749 437.823 7:30:00 AM 9.522 0.563 284.909 7:30:00 PM 10.652 0.694 407.34 7:45:00 AM 9.833 0.576 304.572 7:45:00 PM 10.684 0.798 470.275 8:00:00 AM 9.97 0.565 304.115 8:00:00 PM 10.747 0.753 446.996 8:15:00 AM 10.015 0.611 330.638 8:15:00 PM 10.719 0.681 402.889 8:30:00 AM 10.003 0.618 334.259 8:30:00 PM 10.802 0.684 408.799 8:45:00 AM 9.869 0.608 322.872 8:45:00 PM 10.951 0.788 478.962 9:00:00 AM 9.781 0.509 267.096 9:00:00 PM 10.963 0.819 499.028 9:15:00 AM 9.631 0.47 241.853 9:15:00 PM 10.817 0.676 404.45 9:30:00 AM 9.376 0.487 241.701 9:30:00 PM 10.835 0.69 414.034 9:45:00 AM 9.162 0.373 179.534 9:45:00 PM 10.93 0.825 500.268 10:00:00 AM 9.129 0.516 246.989 10:00:00 PM 11.073 0.863 532.49 10:15:00 AM 9.128 0.398 190.715 10:15:00 PM 11.036 0.791 485.746 10:30:00 AM 9.16 0.422 202.806 10:30:00 PM 10.854 0.725 435.893 10:45:00 AM 9.223 0.464 225.09 10:45:00 PM 10.776 0.659 392.242 11:00:00 AM 9.204 0.472 228.471 11:00:00 PM 10.695 0.75 442.65 11:15:00 AM 9.215 0.461 223.663 11:15:00 PM 10.55 0.651 377.308 11:30:00 AM 9.15 0.452 217.252 11:30:00 PM 10.338 0.583 328.966 11:45:00 AM 9.111 0.475 226.886 11:45:00 PM 10.143 0.566 311.49 Inches Feet/Sec GPM
Daily Avg: 9.480 0.518 269.582
Daily Min: 7.786 0.21 84.97
Daily Max: 11.073 0.863 532.49
Peak to Avg: 1.98
Thursday - A.M. 11/30/2023 Thursday - P.M. 11/30/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7033
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 12/1/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7033
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 9.853 0.555 293.988 12:00:00 PM 9.568 0.602 306.842 12:15:00 AM 9.605 0.52 266.294 12:15:00 PM 9.585 0.512 261.358 12:30:00 AM 9.383 0.507 251.984 12:30:00 PM 9.603 0.543 278.231 12:45:00 AM 9.218 0.449 217.811 12:45:00 PM 9.496 0.535 269.757 1:00:00 AM 8.994 0.441 206.833 1:00:00 PM 9.472 0.485 243.961 1:15:00 AM 8.758 0.412 186.431 1:15:00 PM 9.384 0.475 235.98 1:30:00 AM 8.598 0.481 212.461 1:30:00 PM 9.401 0.51 253.844 1:45:00 AM 8.506 0.391 170.088 1:45:00 PM 9.403 0.493 245.474 2:00:00 AM 8.396 0.367 157.055 2:00:00 PM 9.493 0.523 263.82 2:15:00 AM 8.25 0.304 126.864 2:15:00 PM 9.501 0.531 267.918 2:30:00 AM 8.084 0.381 154.595 2:30:00 PM 9.517 0.524 264.917 2:45:00 AM 8.007 0.291 116.75 2:45:00 PM 9.561 0.514 261.707 3:00:00 AM 7.976 0.302 120.462 3:00:00 PM 9.562 0.552 281.07 3:15:00 AM 7.87 0.323 126.379 3:15:00 PM 9.644 0.535 275.699 3:30:00 AM 7.797 0.314 121.5 3:30:00 PM 9.667 0.515 265.99 3:45:00 AM 7.815 0.285 110.506 3:45:00 PM 9.786 0.606 318.429 4:00:00 AM 7.841 0.353 137.752 4:00:00 PM 9.834 0.555 293.351 4:15:00 AM 7.814 0.265 102.846 4:15:00 PM 9.77 0.529 277.271 4:30:00 AM 7.789 0.377 145.673 4:30:00 PM 9.763 0.543 284.255 4:45:00 AM 7.709 0.255 97.05 4:45:00 PM 9.902 0.628 335.132 5:00:00 AM 7.696 0.235 89.303 5:00:00 PM 9.971 0.607 326.497 5:15:00 AM 7.859 0.471 183.936 5:15:00 PM 9.959 0.685 367.874 5:30:00 AM 7.958 0.396 157.506 5:30:00 PM 10.069 0.593 323.218 5:45:00 AM 7.958 0.316 125.542 5:45:00 PM 10.163 0.598 329.91 6:00:00 AM 7.942 0.293 116.24 6:00:00 PM 10.151 0.637 351.143 6:15:00 AM 8.24 0.337 140.481 6:15:00 PM 10.217 0.655 363.836 6:30:00 AM 8.547 0.364 159.347 6:30:00 PM 10.272 0.753 421.672 6:45:00 AM 8.7 0.411 184.261 6:45:00 PM 10.328 0.621 349.867 7:00:00 AM 8.784 0.43 195.709 7:00:00 PM 10.339 0.649 366.564 7:15:00 AM 9.112 0.468 223.604 7:15:00 PM 10.32 0.72 405.386 7:30:00 AM 9.306 0.507 248.922 7:30:00 PM 10.247 0.62 345.775 7:45:00 AM 9.558 0.579 294.439 7:45:00 PM 10.171 0.678 374.469 8:00:00 AM 9.839 0.578 305.527 8:00:00 PM 10.056 0.686 373.365 8:15:00 AM 10.016 0.65 351.742 8:15:00 PM 9.98 0.572 308.233 8:30:00 AM 9.961 0.62 333.251 8:30:00 PM 10.063 0.623 339.339 8:45:00 AM 9.869 0.549 291.341 8:45:00 PM 10.259 0.682 381.04 9:00:00 AM 9.726 0.593 308.711 9:00:00 PM 10.275 0.606 339.107 9:15:00 AM 9.556 0.561 285.553 9:15:00 PM 10.155 0.696 383.908 9:30:00 AM 9.372 0.49 242.809 9:30:00 PM 10.135 0.632 347.582 9:45:00 AM 9.333 0.509 251.099 9:45:00 PM 10.16 0.584 322.349 10:00:00 AM 9.342 0.519 256.27 10:00:00 PM 10.052 0.635 345.479 10:15:00 AM 9.358 0.506 250.394 10:15:00 PM 10.045 0.651 353.746 10:30:00 AM 9.441 0.51 255.315 10:30:00 PM 10.028 0.583 316.284 10:45:00 AM 9.453 0.48 240.571 10:45:00 PM 9.972 0.583 313.669 11:00:00 AM 9.345 0.49 241.917 11:00:00 PM 9.854 0.617 327.141 11:15:00 AM 9.489 0.513 258.827 11:15:00 PM 9.703 0.56 290.913 11:30:00 AM 9.564 0.569 289.784 11:30:00 PM 9.696 0.559 290.093 11:45:00 AM 9.565 0.527 268.561 11:45:00 PM 9.699 0.514 266.739 Inches Feet/Sec GPM
Daily Avg: 9.343 0.514 259.900
Daily Min: 7.696 0.235 89.303
Daily Max: 10.339 0.753 421.672
Peak to Avg: 1.62
Friday - A.M. 12/1/2023 Friday - P.M. 12/1/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7033
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 12/2/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7033
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 9.684 0.55 284.933 12:00:00 PM 10.433 0.729 416.097 12:15:00 AM 9.599 0.557 284.955 12:15:00 PM 10.446 0.665 380.179 12:30:00 AM 9.373 0.46 228.335 12:30:00 PM 10.519 0.738 426.164 12:45:00 AM 9.06 0.387 183.167 12:45:00 PM 10.537 0.773 447.004 1:00:00 AM 8.927 0.401 186.324 1:00:00 PM 10.434 0.633 361.396 1:15:00 AM 8.774 0.421 191.087 1:15:00 PM 10.338 0.593 334.873 1:30:00 AM 8.66 0.405 180.708 1:30:00 PM 10.263 0.609 340.29 1:45:00 AM 8.602 0.359 158.463 1:45:00 PM 10.337 0.731 412.468 2:00:00 AM 8.623 0.544 241.234 2:00:00 PM 10.434 0.721 412.017 2:15:00 AM 8.636 0.401 178.22 2:15:00 PM 10.548 0.753 436.203 2:30:00 AM 8.556 0.387 169.902 2:30:00 PM 10.529 0.597 344.778 2:45:00 AM 8.399 0.366 156.727 2:45:00 PM 10.434 0.68 388.602 3:00:00 AM 8.286 0.334 140.151 3:00:00 PM 10.645 0.677 397.145 3:15:00 AM 8.163 0.304 125.346 3:15:00 PM 10.653 0.789 463.02 3:30:00 AM 8.003 0.33 132.415 3:30:00 PM 10.556 0.714 413.946 3:45:00 AM 7.973 0.257 102.344 3:45:00 PM 10.465 0.678 388.904 4:00:00 AM 8.003 0.319 127.857 4:00:00 PM 10.488 0.699 402.159 4:15:00 AM 8.016 0.32 128.518 4:15:00 PM 10.561 0.687 398.737 4:30:00 AM 8.004 0.357 143.157 4:30:00 PM 10.611 0.693 404.823 4:45:00 AM 7.946 0.317 125.942 4:45:00 PM 10.597 0.624 363.904 5:00:00 AM 7.925 0.34 134.359 5:00:00 PM 10.547 0.695 402.525 5:15:00 AM 7.893 0.362 142.246 5:15:00 PM 10.54 0.749 433.569 5:30:00 AM 7.855 0.314 122.753 5:30:00 PM 10.523 0.637 368.034 5:45:00 AM 7.754 0.228 87.34 5:45:00 PM 10.505 0.749 431.656 6:00:00 AM 7.744 0.387 148.314 6:00:00 PM 10.383 0.667 378.831 6:15:00 AM 7.82 0.361 140.027 6:15:00 PM 10.378 0.646 366.263 6:30:00 AM 7.927 0.377 149.003 6:30:00 PM 10.307 0.59 331.826 6:45:00 AM 7.961 0.4 158.962 6:45:00 PM 10.109 0.714 391.487 7:00:00 AM 7.976 0.337 134.335 7:00:00 PM 9.931 0.6 321.404 7:15:00 AM 8.015 0.317 127.464 7:15:00 PM 9.89 0.641 341.164 7:30:00 AM 8.053 0.313 126.574 7:30:00 PM 9.909 0.648 345.924 7:45:00 AM 8.142 0.363 148.771 7:45:00 PM 9.908 0.609 325.06 8:00:00 AM 8.312 0.384 162.065 8:00:00 PM 9.943 0.565 302.806 8:15:00 AM 8.476 0.43 186.087 8:15:00 PM 9.946 0.575 308.433 8:30:00 AM 8.641 0.439 195.365 8:30:00 PM 9.784 0.558 293.152 8:45:00 AM 8.857 0.428 196.927 8:45:00 PM 9.7 0.564 292.946 9:00:00 AM 9.129 0.526 251.635 9:00:00 PM 9.692 0.572 296.658 9:15:00 AM 9.475 0.531 267.331 9:15:00 PM 9.641 0.561 289.012 9:30:00 AM 9.542 0.593 301.355 9:30:00 PM 9.606 0.687 352.036 9:45:00 AM 9.508 0.61 308.491 9:45:00 PM 9.753 0.613 320.342 10:00:00 AM 9.677 0.617 319.299 10:00:00 PM 9.843 0.521 275.558 10:15:00 AM 9.719 0.646 335.959 10:15:00 PM 9.815 0.592 312.282 10:30:00 AM 9.8 0.607 319.288 10:30:00 PM 9.837 0.671 354.654 10:45:00 AM 9.917 0.61 325.979 10:45:00 PM 9.802 0.563 296.366 11:00:00 AM 10.157 0.696 384.005 11:00:00 PM 9.723 0.557 290.041 11:15:00 AM 10.346 0.675 381.569 11:15:00 PM 9.603 0.512 262.282 11:30:00 AM 10.58 0.752 437.217 11:30:00 PM 9.56 0.608 309.453 11:45:00 AM 10.638 0.72 421.935 11:45:00 PM 9.538 0.544 276.049 Inches Feet/Sec GPM
Daily Avg: 9.452 0.543 282.127
Daily Min: 7.744 0.228 87.34
Daily Max: 10.653 0.789 463.02
Peak to Avg: 1.64
Saturday - A.M. 12/2/2023 Saturday - P.M. 12/2/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7033
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 12/3/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7033
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 9.449 0.487 244.182 12:00:00 PM 10.69 0.726 427.888 12:15:00 AM 9.257 0.52 253.625 12:15:00 PM 10.641 0.723 423.445 12:30:00 AM 9.138 0.603 288.924 12:30:00 PM 10.521 0.719 415.166 12:45:00 AM 9 0.443 208.233 12:45:00 PM 10.441 0.636 363.801 1:00:00 AM 8.89 0.42 194.176 1:00:00 PM 10.434 0.664 379.309 1:15:00 AM 8.828 0.476 217.996 1:15:00 PM 10.431 0.639 364.79 1:30:00 AM 8.78 0.451 204.915 1:30:00 PM 10.418 0.65 370.663 1:45:00 AM 8.684 0.43 192.456 1:45:00 PM 10.31 0.653 367.123 2:00:00 AM 8.519 0.391 170.69 2:00:00 PM 10.313 0.681 383.177 2:15:00 AM 8.407 0.371 159.174 2:15:00 PM 10.359 0.646 365.413 2:30:00 AM 8.309 0.334 140.939 2:30:00 PM 10.342 0.687 387.931 2:45:00 AM 8.269 0.354 148.3 2:45:00 PM 10.364 0.685 387.783 3:00:00 AM 8.129 0.315 128.784 3:00:00 PM 10.31 0.619 348.262 3:15:00 AM 8.025 0.283 113.937 3:15:00 PM 10.168 0.661 364.967 3:30:00 AM 7.902 0.267 104.957 3:30:00 PM 10.21 0.69 383.144 3:45:00 AM 7.796 0.33 127.499 3:45:00 PM 10.449 0.687 393.134 4:00:00 AM 7.759 0.435 167.275 4:00:00 PM 10.476 0.695 399.284 4:15:00 AM 7.72 0.386 147.351 4:15:00 PM 10.367 0.64 362.449 4:30:00 AM 7.694 0.259 98.504 4:30:00 PM 10.175 0.628 346.931 4:45:00 AM 7.685 0.325 123.145 4:45:00 PM 10.139 0.59 324.734 5:00:00 AM 7.658 0.261 98.311 5:00:00 PM 10.101 0.71 388.685 5:15:00 AM 7.596 0.321 119.902 5:15:00 PM 10.031 0.606 328.956 5:30:00 AM 7.529 0.326 120.247 5:30:00 PM 9.974 0.636 342.572 5:45:00 AM 7.489 0.238 86.969 5:45:00 PM 9.985 0.662 356.998 6:00:00 AM 7.509 0.285 104.591 6:00:00 PM 10.062 0.628 342.127 6:15:00 AM 7.549 0.3 111 6:15:00 PM 10.213 0.706 392.15 6:30:00 AM 7.609 0.351 131.297 6:30:00 PM 10.424 0.658 375.165 6:45:00 AM 7.694 0.371 140.774 6:45:00 PM 10.428 0.698 398.217 7:00:00 AM 7.709 0.381 145.097 7:00:00 PM 10.455 0.7 400.899 7:15:00 AM 7.731 0.324 124.017 7:15:00 PM 10.5 0.673 387.81 7:30:00 AM 7.799 0.334 129.381 7:30:00 PM 10.502 0.701 404.024 7:45:00 AM 7.901 0.387 152.484 7:45:00 PM 10.564 0.792 459.882 8:00:00 AM 7.93 0.384 152.133 8:00:00 PM 10.656 0.777 456.017 8:15:00 AM 8.131 0.423 173.326 8:15:00 PM 10.573 0.75 435.874 8:30:00 AM 8.518 0.411 179.062 8:30:00 PM 10.733 0.797 472.127 8:45:00 AM 8.806 0.524 239.237 8:45:00 PM 10.707 0.726 428.86 9:00:00 AM 9.029 0.53 250.193 9:00:00 PM 10.728 0.751 444.524 9:15:00 AM 9.174 0.513 247.34 9:15:00 PM 10.81 0.738 441.358 9:30:00 AM 9.312 0.568 279.122 9:30:00 PM 10.858 0.742 446.557 9:45:00 AM 9.417 0.578 288.29 9:45:00 PM 10.91 0.783 473.948 10:00:00 AM 9.798 0.595 312.684 10:00:00 PM 10.87 0.723 435.332 10:15:00 AM 10.034 0.682 369.856 10:15:00 PM 10.703 0.806 475.642 10:30:00 AM 10.105 0.62 339.814 10:30:00 PM 10.668 0.715 420.637 10:45:00 AM 10.114 0.655 358.966 10:45:00 PM 10.631 0.706 413.385 11:00:00 AM 10.201 0.649 359.678 11:00:00 PM 10.412 0.673 383.347 11:15:00 AM 10.373 0.727 412.123 11:15:00 PM 10.327 0.637 358.836 11:30:00 AM 10.432 0.652 372.37 11:30:00 PM 10.174 0.714 394.81 11:45:00 AM 10.534 0.708 409.423 11:45:00 PM 10.027 0.613 332.367 Inches Feet/Sec GPM
Daily Avg: 9.506 0.565 298.411
Daily Min: 7.489 0.238 86.969
Daily Max: 10.91 0.806 475.642
Peak to Avg: 1.59
Sunday - A.M. 12/3/2023 Sunday - P.M. 12/3/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7033
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 12/4/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7033
Time Level Velocity Velocity Time Level Velocity Flow
12:10:00 AM 9.746 0.514 268.244 12:00:00 PM 9.31 0.576 283.151 12:15:00 AM 9.47 0.559 280.774 12:15:00 PM 9.28 0.482 235.834 12:30:00 AM 9.218 0.448 217.422 12:30:00 PM 9.282 0.485 237.481 12:45:00 AM 9.084 0.464 220.678 12:45:00 PM 9.385 0.561 278.68 1:00:00 AM 8.924 0.502 232.945 1:00:00 PM 9.529 0.615 311.781 1:15:00 AM 8.772 0.46 208.732 1:15:00 PM 9.668 0.565 292.19 1:30:00 AM 8.665 0.401 179.129 1:30:00 PM 9.624 0.552 283.732 1:45:00 AM 8.497 0.409 177.728 1:45:00 PM 9.547 0.526 267.316 2:00:00 AM 8.343 0.347 147.089 2:00:00 PM 9.631 0.54 277.535 2:15:00 AM 8.25 0.335 139.745 2:15:00 PM 9.6 0.586 300.214 2:30:00 AM 8.195 0.368 152.37 2:30:00 PM 9.565 0.564 287.085 2:45:00 AM 8.012 0.295 118.218 2:45:00 PM 9.559 0.528 268.842 3:00:00 AM 7.893 0.283 111.099 3:00:00 PM 9.514 0.573 290.061 3:15:00 AM 7.803 0.313 121.24 3:15:00 PM 9.525 0.553 279.995 3:30:00 AM 7.778 0.472 181.867 3:30:00 PM 9.532 0.554 281.019 3:45:00 AM 7.804 0.374 144.732 3:45:00 PM 9.524 0.568 287.922 4:00:00 AM 7.78 0.257 99.176 4:00:00 PM 9.385 0.535 265.865 4:15:00 AM 7.769 0.326 125.416 4:15:00 PM 9.477 0.602 302.97 4:30:00 AM 7.783 0.391 150.954 4:30:00 PM 9.599 0.62 317.085 4:45:00 AM 7.699 0.335 127.401 4:45:00 PM 9.856 0.633 335.55 5:00:00 AM 7.701 0.368 139.896 5:00:00 PM 10.016 0.644 348.605 5:15:00 AM 7.728 0.388 148.074 5:15:00 PM 10.096 0.686 375.363 5:30:00 AM 7.832 0.276 107.381 5:30:00 PM 10.098 0.712 389.7 5:45:00 AM 7.881 0.352 138.024 5:45:00 PM 10.04 0.698 378.881 6:00:00 AM 7.948 0.372 147.565 6:00:00 PM 9.965 0.712 383.148 6:15:00 AM 8.101 0.338 137.766 6:15:00 PM 10.028 0.606 328.596 6:30:00 AM 8.509 0.384 167.281 6:30:00 PM 10.289 0.661 370.845 6:45:00 AM 8.626 0.362 160.395 6:45:00 PM 10.48 0.779 447.712 7:00:00 AM 8.721 0.444 199.932 7:00:00 PM 10.512 0.688 396.665 7:15:00 AM 8.94 0.468 217.803 7:15:00 PM 10.419 0.755 430.383 7:30:00 AM 9.226 0.523 253.968 7:30:00 PM 10.714 0.813 480.631 7:45:00 AM 9.579 0.586 298.983 7:45:00 PM 10.746 0.8 474.932 8:00:00 AM 9.724 0.627 326.238 8:00:00 PM 10.711 0.833 492.528 8:15:00 AM 9.777 0.57 298.847 8:15:00 PM 10.631 0.745 435.809 8:30:00 AM 9.741 0.578 301.436 8:30:00 PM 10.758 0.878 521.983 8:45:00 AM 9.704 0.593 308.033 8:45:00 PM 10.705 0.73 431.169 9:00:00 AM 9.657 0.518 267.147 9:00:00 PM 10.796 0.858 512.06 9:15:00 AM 9.521 0.571 289.339 9:15:00 PM 10.942 0.738 448.192 9:30:00 AM 9.301 0.54 264.978 9:30:00 PM 11.104 0.809 500.788 9:45:00 AM 9.22 0.511 248.006 9:45:00 PM 11.079 0.781 481.895 10:00:00 AM 9.091 0.455 216.443 10:00:00 PM 10.867 0.767 461.789 10:15:00 AM 9.07 0.518 245.968 10:15:00 PM 10.775 0.664 395.735 10:30:00 AM 9.205 0.598 289.71 10:30:00 PM 10.673 0.7 411.964 10:45:00 AM 9.272 0.5 244.345 10:45:00 PM 10.667 0.759 446.168 11:00:00 AM 9.22 0.527 255.828 11:00:00 PM 10.448 0.65 371.967 11:15:00 AM 9.329 0.506 249.123 11:15:00 PM 10.154 0.609 335.672 11:30:00 AM 9.438 0.536 268.253 11:30:00 PM 9.878 0.625 332.022 11:45:00 AM 9.429 0.549 274.326 11:45:00 PM 9.663 0.566 292.462 Inches Feet/Sec GPM
Daily Avg: 9.399 0.551 283.829
Daily Min: 7.699 0.257 99.176
Daily Max: 11.104 0.878 521.983
Peak to Avg: 1.84
Monday - A.M. 12/4/2023 Monday - P.M. 12/4/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7033
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 12/5/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Sewer Line Flow Study Summary
Maximum Level Maximum Flow Rate Maximum Velocity
Average:

Maximum:

Minimum:

0.494

0.918

0.127
Velocity - Feet per Second
Average:

Maximum:

Minimum:

Max d/D:

9.586

12.081

7.476

0.50%
Level - Inches
Average:

Maximum::

Minimum:

Peak to Average
262.867
616.635

47.031

1.96 Flow Rate - Gallons Per Minute
Project: City of McFarland, Sewer Flow Study
Location: MH-7033
Pipe Size: 24” VCP
Time Period: 11/22/2023, 12:00 a.m. - 12/5/2023, 12:00 a.m.

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7033
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 9.48 0.499 251.045 12:00:00 PM 9.324 0.596 293.668 12:15:00 AM 9.418 0.511 255.114 12:15:00 PM 9.335 0.534 263.158 12:30:00 AM 9.227 0.491 238.339 12:30:00 PM 9.436 0.561 280.459 12:45:00 AM 9.082 0.475 225.653 12:45:00 PM 9.417 0.542 270.537 1:00:00 AM 8.895 0.429 198.366 1:00:00 PM 9.241 0.493 239.951 1:15:00 AM 8.734 0.431 194.542 1:15:00 PM 9.082 0.462 219.54 1:30:00 AM 8.571 0.387 170.001 1:30:00 PM 9.246 0.535 260.49 1:45:00 AM 8.38 0.407 173.457 1:45:00 PM 9.252 0.513 250.028 2:00:00 AM 8.249 0.311 129.849 2:00:00 PM 9.302 0.497 243.998 2:15:00 AM 8.154 0.427 175.524 2:15:00 PM 9.474 0.53 266.473 2:30:00 AM 8.143 0.31 127.316 2:30:00 PM 9.53 0.607 307.536 2:45:00 AM 8.105 0.345 140.635 2:45:00 PM 9.54 0.541 274.454 3:00:00 AM 8.034 0.347 139.769 3:00:00 PM 9.505 0.562 283.715 3:15:00 AM 7.944 0.348 138.122 3:15:00 PM 9.511 0.597 301.634 3:30:00 AM 7.776 0.229 88.346 3:30:00 PM 9.527 0.558 282.581 3:45:00 AM 7.65 0.439 165.249 3:45:00 PM 9.451 0.56 280.772 4:00:00 AM 7.648 0.305 114.875 4:00:00 PM 9.424 0.603 301.061 4:15:00 AM 7.633 0.27 101.251 4:15:00 PM 9.368 0.521 258.017 4:30:00 AM 7.619 0.505 189.121 4:30:00 PM 9.409 0.559 278.489 4:45:00 AM 7.599 0.323 120.565 4:45:00 PM 9.46 0.522 262.081 5:00:00 AM 7.585 0.325 120.916 5:00:00 PM 9.624 0.595 305.394 5:15:00 AM 7.583 0.243 90.56 5:15:00 PM 9.778 0.582 305.361 5:30:00 AM 7.661 0.294 110.921 5:30:00 PM 9.936 0.643 344.73 5:45:00 AM 7.797 0.272 104.996 5:45:00 PM 10.096 0.675 369.548 6:00:00 AM 7.974 0.346 138.081 6:00:00 PM 10.188 0.736 407.599 6:15:00 AM 8.266 0.377 157.978 6:15:00 PM 10.143 0.637 350.832 6:30:00 AM 8.396 0.46 196.93 6:30:00 PM 10.276 0.702 392.978 6:45:00 AM 8.458 0.365 157.59 6:45:00 PM 10.386 0.714 405.468 7:00:00 AM 8.536 0.448 196.162 7:00:00 PM 10.319 0.721 405.924 7:15:00 AM 8.953 0.518 241.551 7:15:00 PM 10.333 0.745 420.204 7:30:00 AM 9.424 0.61 304.877 7:30:00 PM 10.5 0.715 411.752 7:45:00 AM 9.635 0.624 320.752 7:45:00 PM 10.466 0.758 434.479 8:00:00 AM 9.854 0.604 319.945 8:00:00 PM 10.501 0.69 397.339 8:15:00 AM 9.859 0.587 311.034 8:15:00 PM 10.552 0.668 387.042 8:30:00 AM 9.844 0.627 331.555 8:30:00 PM 10.713 0.753 444.995 8:45:00 AM 9.742 0.562 293.511 8:45:00 PM 10.964 0.848 516.543 9:00:00 AM 9.54 0.564 286.148 9:00:00 PM 10.947 0.87 528.583 9:15:00 AM 9.386 0.516 256.418 9:15:00 PM 10.931 0.773 469.095 9:30:00 AM 9.248 0.527 256.821 9:30:00 PM 10.748 0.706 419.243 9:45:00 AM 9.296 0.466 228.456 9:45:00 PM 10.821 0.835 500.318 10:00:00 AM 9.289 0.552 270.589 10:00:00 PM 10.864 0.74 445.409 10:15:00 AM 9.151 0.529 253.923 10:15:00 PM 10.918 0.728 441.134 10:30:00 AM 9.082 0.484 230.111 10:30:00 PM 10.911 0.76 460.293 10:45:00 AM 9.046 0.492 232.896 10:45:00 PM 10.724 0.666 393.919 11:00:00 AM 9.061 0.518 245.674 11:00:00 PM 10.497 0.665 382.585 11:15:00 AM 9.097 0.45 214.609 11:15:00 PM 10.271 0.672 376.273 11:30:00 AM 9.125 0.524 250.6 11:30:00 PM 10.119 0.651 357.157 11:45:00 AM 9.164 0.498 239.527 11:45:00 PM 9.828 0.585 309.082 Inches Feet/Sec GPM
Daily Avg: 9.338 0.541 276.328
Daily Min: 7.583 0.229 88.346
Daily Max: 10.964 0.87 528.583
Peak to Avg: 1.91
Tuesday - A.M. 12/5/2023 Tuesday - P.M. 12/5/2023

1868 Palma Drive, Suite I, Ventura, CA 93003 www.goldcoastenv.com 805.498.3811 ph.

Manhole - Layout

CITY OF MCFARLAND - SEWER FLOW STUDY
MH Location: MH-7033
Perkins Rd., west of Garzoli Ave.

McFarland, CA 93250

Pipe Size: 24” VCP
Time Period: 7/26/2023 - 12:00 a.m. to
8/9/2023 - 12:00 a.m.

GPS: 35.681631, -119.243109
Equipment
N
Manhole
E
Gold G C Coast Environmental
E Specializing in process instrumentation and calibration.

G C
Teledyne Isco 2150 Area Velocity Flow Meter with 10’
measuring range:

Level Measurement:
 Method - Submerged pressure transducer mounted in
the flow stream
 Transducer Type - Differential linear integrated circuit pressure transducer
 Range (standard) 0.033 to 10 ft (0.010 to 3.05 m);
Maximum Allowable Level 34 ft (10.5 m)
 Accuracy ±0.01 ft from 0.033 to 10 ft, (±0.003 m from

0.01 to 3.05 m,)
 Long-Term Stability ±0.023 ft/yr (±0.007 m/yr)
 Compensated Range 32° to 122°F (0° to 50°C)
Velocity Measurement:
 Method - Doppler ultrasonic, frequency 500 kHz
 Typical Minimum Depth 0.08 ft (25 mm)
 Range -5 to +20 ft/s (-1.5 to +6.1 m/s)
 Accuracy (in water with uniform velocity profile, speed of sound = 4850 ft/s, for indicated velocity range)
±0.1 ft/s from -5 to 5 ft/s (±0.03 m/s from—

1.5 to +1.5 m/s)
 ±2% of reading from 5 to 20 ft/s (1.5 to 6.1 m/s)
Method Of Insertion:
 24 inch line requires confined space entry for installation of ring and transducer.

Flow

Project: City of McFarland - Sewer Flow Study
Location: MH-7033
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/26/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7033
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 PM 9.788 0 14.3
12:15:00 AM 10.16 0 15.026 12:15:00 PM 9.924 0 14.567
12:30:00 AM 10.013 0 14.74 12:30:00 PM 9.941 0 14.599
12:45:00 AM 9.876 0 14.473 12:45:00 PM 9.821 0 14.366
1:00:00 AM 9.67 0 14.071 1:00:00 PM 9.939 0 14.594
1:15:00 AM 9.495 0 13.732 1:15:00 PM 10.038 0 14.789
1:30:00 AM 9.196 0 13.156 1:30:00 PM 10.058 0 14.828
1:45:00 AM 8.94 0 12.664 1:45:00 PM 9.953 0 14.623
2:00:00 AM 8.776 0 12.35 2:00:00 PM 9.941 0 14.599
2:15:00 AM 8.702 0 12.209 2:15:00 PM 10.103 0 14.916
2:30:00 AM 8.547 0 11.915 2:30:00 PM 10.148 0 15.004
2:45:00 AM 8.443 0 11.719 2:45:00 PM 10.104 0 14.917
3:00:00 AM 8.334 0 11.512 3:00:00 PM 9.955 0 14.626
3:15:00 AM 8.239 0 11.334 3:15:00 PM 10.009 0 14.732
3:30:00 AM 8.274 0 11.399 3:30:00 PM 9.968 0 14.651
3:45:00 AM 8.302 0 11.453 3:45:00 PM 10.051 0 14.813
4:00:00 AM 8.28 0 11.411 4:00:00 PM 10.207 0 15.119
4:15:00 AM 8.165 0 11.194 4:15:00 PM 10.322 0 15.344
4:30:00 AM 8.069 0 11.016 4:30:00 PM 10.348 0 15.394
4:45:00 AM 8.024 0 10.932 4:45:00 PM 10.302 0 15.305
5:00:00 AM 8.111 0 11.094 5:00:00 PM 10.431 0 15.558
5:15:00 AM 8.289 0 11.429 5:15:00 PM 10.443 0 15.581
5:30:00 AM 8.566 0 11.952 5:30:00 PM 10.411 0 15.519
5:45:00 AM 8.777 0 12.353 5:45:00 PM 10.563 0 15.818
6:00:00 AM 8.848 0 12.487 6:00:00 PM 10.611 0 15.912
6:15:00 AM 8.887 0 12.563 6:15:00 PM 10.652 0 15.991
6:30:00 AM 8.964 0 12.709 6:30:00 PM 10.623 0 15.935
6:45:00 AM 12.094 0 18.841 6:45:00 PM 10.572 0 15.834
7:00:00 AM 12.454 0 19.553 7:00:00 PM 10.547 0 15.785
7:15:00 AM 12.436 0 19.518 7:15:00 PM 10.507 0 15.706
7:30:00 AM 12.315 0 19.277 7:30:00 PM 10.496 0 15.686
7:45:00 AM 12.323 0 19.293 7:45:00 PM 10.511 0 15.715
8:00:00 AM 12.319 0 19.286 8:00:00 PM 10.514 0 15.721
8:15:00 AM 12.279 0 19.207 8:15:00 PM 10.478 0 15.65
8:30:00 AM 12.148 0 18.946 8:30:00 PM 10.445 0 15.585
8:45:00 AM 12.038 0 18.73 8:45:00 PM 10.477 0 15.647
9:00:00 AM 11.9 0 18.457 9:00:00 PM 10.484 0 15.662
9:15:00 AM 11.842 0 18.342 9:15:00 PM 10.632 0 15.953
9:30:00 AM 11.731 0 18.122 9:30:00 PM 10.677 0 16.042
9:45:00 AM 11.371 0 17.41 9:45:00 PM 10.874 0 16.428
10:00:00 AM 9.95 0 14.617 10:00:00 PM 11.06 0 16.795
10:15:00 AM 9.522 0 13.784 10:15:00 PM 11.322 0 17.312
10:30:00 AM 9.403 0 13.555 10:30:00 PM 11.467 0 17.599
10:45:00 AM 9.454 0 13.653 10:45:00 PM 11.343 0 17.354
11:00:00 AM 9.424 0 13.595 11:00:00 PM 11.049 0 16.774
11:15:00 AM 9.548 0 13.835 11:15:00 PM 10.945 0 16.569
11:30:00 AM 9.591 0 13.918 11:30:00 PM 10.796 0 16.275
11:45:00 AM 9.807 0 14.339 11:45:00 PM 10.591 0 15.873
Inches Feet/Sec GPM
Daily Avg: 10.130 0.000 14.985
Daily Min: 8.024 0 10.932
Daily Max: 12.454 0 19.553
Peak to Avg: 1.30
Wednesday - A.M. 7/26/2023 Wednesday - P.M. 7/26/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7033
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/27/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7033
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 10.457 0 15.609 12:00:00 PM 9.716 0 14.161
12:15:00 AM 10.138 0 14.984 12:15:00 PM 9.85 0 14.421
12:30:00 AM 9.928 0 14.573 12:30:00 PM 9.883 0 14.486
12:45:00 AM 9.851 0 14.423 12:45:00 PM 10 0 14.715
1:00:00 AM 9.678 0 14.087 1:00:00 PM 10.039 0 14.79
1:15:00 AM 9.395 0 13.538 1:15:00 PM 9.945 0 14.607
1:30:00 AM 9.324 0 13.401 1:30:00 PM 9.837 0 14.397
1:45:00 AM 9.204 0 13.171 1:45:00 PM 9.911 0 14.54
2:00:00 AM 8.996 0 12.771 2:00:00 PM 9.908 0 14.534
2:15:00 AM 8.823 0 12.441 2:15:00 PM 9.871 0 14.463
2:30:00 AM 8.684 0 12.175 2:30:00 PM 10.016 0 14.745
2:45:00 AM 8.563 0 11.946 2:45:00 PM 10.022 0 14.757
3:00:00 AM 8.495 0 11.816 3:00:00 PM 9.977 0 14.669
3:15:00 AM 8.374 0 11.589 3:15:00 PM 9.909 0 14.537
3:30:00 AM 8.199 0 11.259 3:30:00 PM 10.016 0 14.744
3:45:00 AM 8.131 0 11.131 3:45:00 PM 10.201 0 15.106
4:00:00 AM 8.061 0 11 4:00:00 PM 10.287 0 15.275
4:15:00 AM 8.02 0 10.924 4:15:00 PM 10.297 0 15.295
4:30:00 AM 7.962 0 10.815 4:30:00 PM 10.351 0 15.402
4:45:00 AM 8.006 0 10.897 4:45:00 PM 10.427 0 15.55
5:00:00 AM 8.102 0 11.076 5:00:00 PM 10.523 0 15.739
5:15:00 AM 8.272 0 11.396 5:15:00 PM 10.526 0 15.744
5:30:00 AM 8.57 0 11.96 5:30:00 PM 10.592 0 15.874
5:45:00 AM 8.71 0 12.225 5:45:00 PM 10.743 0 16.172
6:00:00 AM 8.795 0 12.387 6:00:00 PM 10.678 0 16.043
6:15:00 AM 8.901 0 12.588 6:15:00 PM 10.506 0 15.706
6:30:00 AM 8.928 0 12.642 6:30:00 PM 10.506 0 15.705
6:45:00 AM 8.908 0 12.603 6:45:00 PM 10.645 0 15.977
7:00:00 AM 8.852 0 12.496 7:00:00 PM 10.67 0 16.027
7:15:00 AM 12.099 0 18.851 7:15:00 PM 10.681 0 16.05
7:30:00 AM 12.579 0 19.8 7:30:00 PM 10.704 0 16.094
7:45:00 AM 12.641 0 19.923 7:45:00 PM 10.65 0 15.988
8:00:00 AM 12.588 0 19.818 8:00:00 PM 10.573 0 15.837
8:15:00 AM 12.5 0 19.643 8:15:00 PM 10.586 0 15.862
8:30:00 AM 12.375 0 19.396 8:30:00 PM 10.644 0 15.976
8:45:00 AM 12.328 0 19.303 8:45:00 PM 10.717 0 16.12
9:00:00 AM 12.252 0 19.153 9:00:00 PM 10.703 0 16.093
9:15:00 AM 12.126 0 18.903 9:15:00 PM 10.606 0 15.902
9:30:00 AM 12.002 0 18.659 9:30:00 PM 10.607 0 15.903
9:45:00 AM 11.83 0 18.318 9:45:00 PM 10.789 0 16.262
10:00:00 AM 11.681 0 18.022 10:00:00 PM 11.099 0 16.873 10:15:00 AM 11.163 0 17 10:15:00 PM 11.264 0 17.197
10:30:00 AM 9.842 0 14.406 10:30:00 PM 11.258 0 17.187
10:45:00 AM 9.396 0 13.54 10:45:00 PM 11.358 0 17.384
11:00:00 AM 9.495 0 13.733 11:00:00 PM 11.357 0 17.382
11:15:00 AM 9.638 0 14.009 11:15:00 PM 11.132 0 16.938
11:30:00 AM 9.696 0 14.122 11:30:00 PM 10.96 0 16.599
11:45:00 AM 9.76 0 14.246 11:45:00 PM 10.803 0 16.288
Inches Feet/Sec GPM
Daily Avg: 10.150 0.000 15.024
Daily Min: 7.962 0 10.815
Daily Max: 12.641 0 19.923
Peak to Avg: 1.33
Thursday - A.M. 7/27/2023 Thursday - P.M. 7/27/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7033
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/28/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7033
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 10.578 0 15.847 12:00:00 PM 9.885 0 14.49
12:15:00 AM 10.432 0 15.56 12:15:00 PM 9.986 0 14.687
12:30:00 AM 10.175 0 15.057 12:30:00 PM 10.143 0 14.993 12:45:00 AM 9.902 0 14.523 12:45:00 PM 10.141 0 14.99
1:00:00 AM 9.739 0 14.206 1:00:00 PM 10.139 0 14.986
1:15:00 AM 9.596 0 13.928 1:15:00 PM 10.102 0 14.914
1:30:00 AM 9.312 0 13.379 1:30:00 PM 10.057 0 14.825
1:45:00 AM 9.188 0 13.14 1:45:00 PM 9.99 0 14.694
2:00:00 AM 9.122 0 13.012 2:00:00 PM 10.186 0 15.077
2:15:00 AM 9.082 0 12.937 2:15:00 PM 10.239 0 15.182
2:30:00 AM 9.045 0 12.864 2:30:00 PM 10.185 0 15.076
2:45:00 AM 8.907 0 12.6 2:45:00 PM 10.221 0 15.147
3:00:00 AM 8.752 0 12.306 3:00:00 PM 10.368 0 15.435
3:15:00 AM 8.686 0 12.179 3:15:00 PM 10.368 0 15.434
3:30:00 AM 8.699 0 12.204 3:30:00 PM 10.353 0 15.405
3:45:00 AM 8.657 0 12.124 3:45:00 PM 10.389 0 15.475
4:00:00 AM 8.527 0 11.877 4:00:00 PM 10.498 0 15.689
4:15:00 AM 8.4 0 11.637 4:15:00 PM 10.517 0 15.727
4:30:00 AM 8.356 0 11.554 4:30:00 PM 10.526 0 15.744
4:45:00 AM 8.406 0 11.649 4:45:00 PM 10.421 0 15.538
5:00:00 AM 8.476 0 11.78 5:00:00 PM 10.466 0 15.627
5:15:00 AM 8.473 0 11.776 5:15:00 PM 10.689 0 16.064
5:30:00 AM 10.007 0 14.728 5:30:00 PM 10.84 0 16.362
5:45:00 AM 12.476 0 19.597 5:45:00 PM 10.844 0 16.369
6:00:00 AM 12.671 0 19.982 6:00:00 PM 10.769 0 16.222
6:15:00 AM 12.657 0 19.954 6:15:00 PM 10.753 0 16.191
6:30:00 AM 12.56 0 19.763 6:30:00 PM 10.599 0 15.888
6:45:00 AM 12.442 0 19.529 6:45:00 PM 10.496 0 15.685
7:00:00 AM 12.377 0 19.399 7:00:00 PM 10.623 0 15.934
7:15:00 AM 12.238 0 19.126 7:15:00 PM 10.63 0 15.949
7:30:00 AM 12.1 0 18.853 7:30:00 PM 10.572 0 15.834
7:45:00 AM 11.993 0 18.641 7:45:00 PM 10.653 0 15.994
8:00:00 AM 11.925 0 18.505 8:00:00 PM 10.666 0 16.02
8:15:00 AM 11.832 0 18.321 8:15:00 PM 10.627 0 15.943
8:30:00 AM 11.813 0 18.283 8:30:00 PM 10.628 0 15.945
8:45:00 AM 10.831 0 16.343 8:45:00 PM 10.612 0 15.913
9:00:00 AM 9.805 0 14.334 9:00:00 PM 10.479 0 15.653
9:15:00 AM 9.523 0 13.786 9:15:00 PM 10.511 0 15.715
9:30:00 AM 9.415 0 13.577 9:30:00 PM 10.611 0 15.911
9:45:00 AM 9.517 0 13.774 9:45:00 PM 10.633 0 15.955
10:00:00 AM 9.611 0 13.956 10:00:00 PM 10.713 0 16.112
10:15:00 AM 9.527 0 13.795 10:15:00 PM 10.839 0 16.359
10:30:00 AM 9.633 0 14 10:30:00 PM 10.953 0 16.585
10:45:00 AM 9.725 0 14.178 10:45:00 PM 10.931 0 16.542
11:00:00 AM 9.716 0 14.161 11:00:00 PM 10.872 0 16.424
11:15:00 AM 9.656 0 14.044 11:15:00 PM 10.801 0 16.284
11:30:00 AM 9.765 0 14.256 11:30:00 PM 10.649 0 15.986
11:45:00 AM 9.804 0 14.333 11:45:00 PM 10.814 0 16.31
Inches Feet/Sec GPM
Daily Avg: 10.290 0.000 15.293
Daily Min: 8.356 0 11.554
Daily Max: 12.671 0 19.982
Peak to Avg: 1.31
Friday - A.M. 7/28/2023 Friday - P.M. 7/28/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7033
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/29/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7033
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 10.788 0 16.26 12:00:00 PM 10.853 0 16.387
12:15:00 AM 10.638 0 15.965 12:15:00 PM 10.871 0 16.423 12:30:00 AM 10.343 0 15.386 12:30:00 PM 10.85 0 16.381
12:45:00 AM 10.107 0 14.923 12:45:00 PM 10.931 0 16.541 1:00:00 AM 9.984 0 14.682 1:00:00 PM 10.909 0 16.498
1:15:00 AM 9.878 0 14.477 1:15:00 PM 10.885 0 16.45
1:30:00 AM 9.76 0 14.246 1:30:00 PM 10.825 0 16.333
1:45:00 AM 9.578 0 13.893 1:45:00 PM 10.815 0 16.312
2:00:00 AM 9.502 0 13.747 2:00:00 PM 10.857 0 16.395
2:15:00 AM 9.387 0 13.524 2:15:00 PM 10.828 0 16.337
2:30:00 AM 9.143 0 13.054 2:30:00 PM 10.748 0 16.181
2:45:00 AM 8.969 0 12.72 2:45:00 PM 10.833 0 16.348
3:00:00 AM 8.838 0 12.469 3:00:00 PM 10.858 0 16.397
3:15:00 AM 8.799 0 12.394 3:15:00 PM 10.859 0 16.399
3:30:00 AM 8.723 0 12.249 3:30:00 PM 10.792 0 16.268
3:45:00 AM 8.652 0 12.114 3:45:00 PM 10.89 0 16.461
4:00:00 AM 8.589 0 11.996 4:00:00 PM 10.873 0 16.427
4:15:00 AM 8.544 0 11.909 4:15:00 PM 10.87 0 16.42
4:30:00 AM 8.481 0 11.791 4:30:00 PM 10.759 0 16.203
4:45:00 AM 8.391 0 11.62 4:45:00 PM 10.59 0 15.87
5:00:00 AM 8.398 0 11.634 5:00:00 PM 10.46 0 15.614
5:15:00 AM 8.376 0 11.592 5:15:00 PM 10.617 0 15.923
5:30:00 AM 11.682 0 18.025 5:30:00 PM 10.785 0 16.254
5:45:00 AM 12.484 0 19.611 5:45:00 PM 10.846 0 16.374
6:00:00 AM 12.505 0 19.654 6:00:00 PM 10.853 0 16.388
6:15:00 AM 12.458 0 19.561 6:15:00 PM 10.809 0 16.301
6:30:00 AM 12.352 0 19.351 6:30:00 PM 10.734 0 16.153
6:45:00 AM 12.269 0 19.187 6:45:00 PM 10.76 0 16.204
7:00:00 AM 12.06 0 18.773 7:00:00 PM 10.747 0 16.18
7:15:00 AM 11.965 0 18.586 7:15:00 PM 10.663 0 16.014
7:30:00 AM 11.898 0 18.452 7:30:00 PM 10.589 0 15.868
7:45:00 AM 11.891 0 18.439 7:45:00 PM 10.598 0 15.886
8:00:00 AM 11.829 0 18.316 8:00:00 PM 10.591 0 15.872
8:15:00 AM 11.674 0 18.009 8:15:00 PM 10.475 0 15.643
8:30:00 AM 11.47 0 17.605 8:30:00 PM 10.301 0 15.302
8:45:00 AM 10.121 0 14.95 8:45:00 PM 10.155 0 15.018
9:00:00 AM 9.692 0 14.114 9:00:00 PM 10.235 0 15.174
9:15:00 AM 9.759 0 14.244 9:15:00 PM 10.341 0 15.381
9:30:00 AM 9.954 0 14.624 9:30:00 PM 10.417 0 15.53
9:45:00 AM 9.995 0 14.705 9:45:00 PM 10.358 0 15.414
10:00:00 AM 10.152 0 15.012 10:00:00 PM 10.363 0 15.425 10:15:00 AM 10.325 0 15.35 10:15:00 PM 10.525 0 15.742
10:30:00 AM 10.433 0 15.561 10:30:00 PM 10.637 0 15.963 10:45:00 AM 10.513 0 15.719 10:45:00 PM 10.703 0 16.092 11:00:00 AM 10.59 0 15.87 11:00:00 PM 10.682 0 16.052
11:15:00 AM 10.695 0 16.076 11:15:00 PM 10.558 0 15.806 11:30:00 AM 10.757 0 16.199 11:30:00 PM 10.486 0 15.666 11:45:00 AM 10.716 0 16.118 11:45:00 PM 10.477 0 15.648 Inches Feet/Sec GPM
Daily Avg: 10.482 0.000 15.668
Daily Min: 8.376 0 11.592
Daily Max: 12.505 0 19.654
Peak to Avg: 1.25
Saturday - A.M. 7/29/2023 Saturday - P.M. 7/29/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7033
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/30/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7033
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 10.456 0 15.608 12:00:00 PM 10.732 0 16.15
12:15:00 AM 10.341 0 15.382 12:15:00 PM 10.719 0 16.124 12:30:00 AM 10.232 0 15.167 12:30:00 PM 10.78 0 16.243
12:45:00 AM 10.135 0 14.977 12:45:00 PM 10.875 0 16.432 1:00:00 AM 10.041 0 14.794 1:00:00 PM 11.002 0 16.682
1:15:00 AM 10.02 0 14.753 1:15:00 PM 11.048 0 16.773
1:30:00 AM 9.999 0 14.713 1:30:00 PM 10.988 0 16.654
1:45:00 AM 9.903 0 14.526 1:45:00 PM 10.946 0 16.571
2:00:00 AM 9.774 0 14.273 2:00:00 PM 10.892 0 16.464
2:15:00 AM 9.516 0 13.773 2:15:00 PM 10.683 0 16.052
2:30:00 AM 9.318 0 13.39 2:30:00 PM 10.513 0 15.719
2:45:00 AM 9.163 0 13.091 2:45:00 PM 10.562 0 15.815
3:00:00 AM 9.042 0 12.859 3:00:00 PM 10.572 0 15.835
3:15:00 AM 8.926 0 12.636 3:15:00 PM 10.694 0 16.074
3:30:00 AM 8.871 0 12.532 3:30:00 PM 10.712 0 16.11
3:45:00 AM 8.733 0 12.268 3:45:00 PM 10.65 0 15.989
4:00:00 AM 8.582 0 11.983 4:00:00 PM 10.688 0 16.064
4:15:00 AM 8.519 0 11.863 4:15:00 PM 10.714 0 16.114
4:30:00 AM 8.514 0 11.853 4:30:00 PM 10.569 0 15.829
4:45:00 AM 8.475 0 11.78 4:45:00 PM 10.421 0 15.539
5:00:00 AM 8.413 0 11.662 5:00:00 PM 10.463 0 15.621
5:15:00 AM 8.397 0 11.631 5:15:00 PM 10.566 0 15.823
5:30:00 AM 8.335 0 11.514 5:30:00 PM 10.565 0 15.82
5:45:00 AM 8.234 0 11.324 5:45:00 PM 10.536 0 15.763
6:00:00 AM 11.406 0 17.479 6:00:00 PM 10.486 0 15.665
6:15:00 AM 12.331 0 19.31 6:15:00 PM 10.488 0 15.67
6:30:00 AM 12.343 0 19.332 6:30:00 PM 10.513 0 15.718
6:45:00 AM 12.288 0 19.225 6:45:00 PM 10.528 0 15.748
7:00:00 AM 12.169 0 18.99 7:00:00 PM 10.413 0 15.521
7:15:00 AM 12.105 0 18.861 7:15:00 PM 10.406 0 15.508
7:30:00 AM 12.032 0 18.717 7:30:00 PM 10.467 0 15.629
7:45:00 AM 12.045 0 18.742 7:45:00 PM 10.379 0 15.456
8:00:00 AM 11.984 0 18.622 8:00:00 PM 10.313 0 15.326
8:15:00 AM 11.837 0 18.331 8:15:00 PM 10.434 0 15.563
8:30:00 AM 11.811 0 18.279 8:30:00 PM 10.654 0 15.995
8:45:00 AM 11.76 0 18.179 8:45:00 PM 10.854 0 16.389
9:00:00 AM 11.644 0 17.949 9:00:00 PM 10.852 0 16.386
9:15:00 AM 10.326 0 15.351 9:15:00 PM 10.732 0 16.15
9:30:00 AM 9.84 0 14.402 9:30:00 PM 10.934 0 16.547
9:45:00 AM 9.818 0 14.359 9:45:00 PM 11.125 0 16.925
10:00:00 AM 9.86 0 14.442 10:00:00 PM 11.172 0 17.016
10:15:00 AM 10.108 0 14.925 10:15:00 PM 11.251 0 17.173 10:30:00 AM 10.32 0 15.34 10:30:00 PM 11.519 0 17.703
10:45:00 AM 10.469 0 15.632 10:45:00 PM 11.545 0 17.753 11:00:00 AM 10.537 0 15.765 11:00:00 PM 11.374 0 17.417 11:15:00 AM 10.609 0 15.906 11:15:00 PM 11.205 0 17.082 11:30:00 AM 10.692 0 16.07 11:30:00 PM 11.06 0 16.795
11:45:00 AM 10.694 0 16.075 11:45:00 PM 10.855 0 16.392 Inches Feet/Sec GPM
Daily Avg: 10.494 0.000 15.693
Daily Min: 8.234 0 11.324
Daily Max: 12.343 0 19.332
Peak to Avg: 1.23
Sunday - A.M. 7/30/2023 Sunday - P.M. 7/30/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7033
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/30/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7033
Time Level Velocity Velocity Time Level Velocity Flow
12:10:00 AM 10.563 0 15.816 12:00:00 PM 9.987 0 14.689
12:15:00 AM 10.366 0 15.43 12:15:00 PM 10.065 0 14.842
12:30:00 AM 10.108 0 14.925 12:30:00 PM 10.106 0 14.922 12:45:00 AM 9.869 0 14.458 12:45:00 PM 10.145 0 14.998
1:00:00 AM 9.744 0 14.216 1:00:00 PM 10.141 0 14.989
1:15:00 AM 9.504 0 13.75 1:15:00 PM 11.804 0 18.267
1:30:00 AM 9.427 0 13.6 1:30:00 PM 13.214 0 21.053
1:45:00 AM 9.291 0 13.338 1:45:00 PM 13.364 0 21.349
2:00:00 AM 9.143 0 13.053 2:00:00 PM 13.372 0 21.363
2:15:00 AM 8.998 0 12.775 2:15:00 PM 13.315 0 21.252
2:30:00 AM 8.902 0 12.591 2:30:00 PM 13.239 0 21.102
2:45:00 AM 8.815 0 12.424 2:45:00 PM 13.14 0 20.908
3:00:00 AM 8.686 0 12.178 3:00:00 PM 12.983 0 20.599
3:15:00 AM 8.606 0 12.026 3:15:00 PM 12.751 0 20.14
3:30:00 AM 8.597 0 12.01 3:30:00 PM 12.599 0 19.839
3:45:00 AM 8.537 0 11.897 3:45:00 PM 12.591 0 19.824
4:00:00 AM 8.477 0 11.784 4:00:00 PM 12.608 0 19.856
4:15:00 AM 8.379 0 11.597 4:15:00 PM 12.663 0 19.966
4:30:00 AM 8.262 0 11.377 4:30:00 PM 11.993 0 18.641
4:45:00 AM 8.27 0 11.392 4:45:00 PM 10.977 0 16.631
5:00:00 AM 8.331 0 11.508 5:00:00 PM 10.633 0 15.954
5:15:00 AM 8.413 0 11.662 5:15:00 PM 10.45 0 15.595
5:30:00 AM 8.623 0 12.059 5:30:00 PM 10.684 0 16.055
5:45:00 AM 8.745 0 12.292 5:45:00 PM 10.816 0 16.315
6:00:00 AM 8.806 0 12.409 6:00:00 PM 10.867 0 16.415
6:15:00 AM 8.869 0 12.529 6:15:00 PM 10.757 0 16.199
6:30:00 AM 8.991 0 12.761 6:30:00 PM 10.661 0 16.01
6:45:00 AM 9.052 0 12.879 6:45:00 PM 10.585 0 15.86
7:00:00 AM 9.038 0 12.852 7:00:00 PM 10.655 0 15.997
7:15:00 AM 8.917 0 12.62 7:15:00 PM 10.654 0 15.996
7:30:00 AM 8.977 0 12.734 7:30:00 PM 10.667 0 16.022
7:45:00 AM 9.145 0 13.056 7:45:00 PM 10.708 0 16.101
8:00:00 AM 9.286 0 13.329 8:00:00 PM 10.848 0 16.377
8:15:00 AM 9.361 0 13.474 8:15:00 PM 10.954 0 16.586
8:30:00 AM 9.394 0 13.538 8:30:00 PM 10.908 0 16.495
8:45:00 AM 9.456 0 13.657 8:45:00 PM 10.884 0 16.448
9:00:00 AM 9.432 0 13.611 9:00:00 PM 10.934 0 16.547
9:15:00 AM 9.355 0 13.461 9:15:00 PM 11.025 0 16.727
9:30:00 AM 9.366 0 13.483 9:30:00 PM 11.136 0 16.946
9:45:00 AM 9.49 0 13.723 9:45:00 PM 11.245 0 17.16
10:00:00 AM 9.561 0 13.86 10:00:00 PM 11.301 0 17.271
10:15:00 AM 9.564 0 13.865 10:15:00 PM 11.232 0 17.135
10:30:00 AM 9.523 0 13.786 10:30:00 PM 11.121 0 16.917
10:45:00 AM 9.519 0 13.778 10:45:00 PM 11.109 0 16.892
11:00:00 AM 9.627 0 13.987 11:00:00 PM 11.126 0 16.926
11:15:00 AM 9.691 0 14.113 11:15:00 PM 11.042 0 16.76
11:30:00 AM 9.774 0 14.273 11:30:00 PM 10.823 0 16.329
11:45:00 AM 9.85 0 14.422 11:45:00 PM 10.614 0 15.916
Inches Feet/Sec GPM
Daily Avg: 10.270 0.000 15.260
Daily Min: 8.262 0 11.377
Daily Max: 13.372 0 21.363
Peak to Avg: 1.40
Monday - A.M. 7/31/2023 Monday - P.M. 7/31/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7033
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/1/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7033
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 10.429 0 15.554 12:00:00 PM 10.062 0 14.834 12:15:00 AM 10.303 0 15.306 12:15:00 PM 10.139 0 14.985 12:30:00 AM 10.066 0 14.843 12:30:00 PM 10.132 0 14.972 12:45:00 AM 9.815 0 14.354 12:45:00 PM 9.893 0 14.506
1:00:00 AM 9.689 0 14.109 1:00:00 PM 9.927 0 14.573
1:15:00 AM 9.553 0 13.845 1:15:00 PM 9.913 0 14.544
1:30:00 AM 9.447 0 13.639 1:30:00 PM 10.008 0 14.729
1:45:00 AM 9.315 0 13.385 1:45:00 PM 10.152 0 15.012
2:00:00 AM 9.134 0 13.036 2:00:00 PM 10.315 0 15.331
2:15:00 AM 8.987 0 12.755 2:15:00 PM 10.414 0 15.524
2:30:00 AM 8.845 0 12.483 2:30:00 PM 10.368 0 15.434
2:45:00 AM 8.71 0 12.224 2:45:00 PM 10.236 0 15.174
3:00:00 AM 8.616 0 12.046 3:00:00 PM 10.26 0 15.223
3:15:00 AM 8.549 0 11.919 3:15:00 PM 10.334 0 15.367
3:30:00 AM 8.469 0 11.767 3:30:00 PM 10.37 0 15.438
3:45:00 AM 8.392 0 11.621 3:45:00 PM 10.35 0 15.399
4:00:00 AM 8.333 0 11.51 4:00:00 PM 10.398 0 15.492
4:15:00 AM 8.413 0 11.661 4:15:00 PM 10.524 0 15.74
4:30:00 AM 8.437 0 11.707 4:30:00 PM 10.555 0 15.8
4:45:00 AM 8.403 0 11.642 4:45:00 PM 10.499 0 15.69
5:00:00 AM 8.389 0 11.617 5:00:00 PM 10.593 0 15.875
5:15:00 AM 8.532 0 11.887 5:15:00 PM 10.823 0 16.329
5:30:00 AM 8.622 0 12.058 5:30:00 PM 11.061 0 16.798
5:45:00 AM 8.816 0 12.427 5:45:00 PM 11.116 0 16.905
6:00:00 AM 9.001 0 12.781 6:00:00 PM 11.148 0 16.969
6:15:00 AM 9.093 0 12.957 6:15:00 PM 10.875 0 16.432
6:30:00 AM 9.11 0 12.99 6:30:00 PM 10.837 0 16.357
6:45:00 AM 9.072 0 12.918 6:45:00 PM 10.862 0 16.406
7:00:00 AM 9.031 0 12.838 7:00:00 PM 10.759 0 16.202
7:15:00 AM 8.968 0 12.718 7:15:00 PM 10.673 0 16.034
7:30:00 AM 9.074 0 12.92 7:30:00 PM 10.572 0 15.834
7:45:00 AM 9.196 0 13.156 7:45:00 PM 10.583 0 15.857
8:00:00 AM 9.274 0 13.305 8:00:00 PM 10.532 0 15.755
8:15:00 AM 9.405 0 13.558 8:15:00 PM 10.444 0 15.583
8:30:00 AM 9.463 0 13.67 8:30:00 PM 10.583 0 15.856
8:45:00 AM 9.464 0 13.673 8:45:00 PM 10.737 0 16.16
9:00:00 AM 9.421 0 13.59 9:00:00 PM 10.782 0 16.248
9:15:00 AM 9.33 0 13.414 9:15:00 PM 10.764 0 16.212
9:30:00 AM 9.363 0 13.476 9:30:00 PM 10.895 0 16.47
9:45:00 AM 9.344 0 13.441 9:45:00 PM 11.202 0 17.076
10:00:00 AM 9.355 0 13.462 10:00:00 PM 11.388 0 17.443
10:15:00 AM 9.473 0 13.689 10:15:00 PM 11.43 0 17.527
10:30:00 AM 9.538 0 13.816 10:30:00 PM 11.519 0 17.702
10:45:00 AM 9.626 0 13.985 10:45:00 PM 11.536 0 17.735
11:00:00 AM 9.679 0 14.09 11:00:00 PM 11.425 0 17.516
11:15:00 AM 9.649 0 14.031 11:15:00 PM 11.228 0 17.128
11:30:00 AM 9.675 0 14.081 11:30:00 PM 11.097 0 16.869
11:45:00 AM 9.886 0 14.491 11:45:00 PM 10.851 0 16.384
Inches Feet/Sec GPM
Daily Avg: 9.910 0.000 14.551
Daily Min: 8.333 0 11.51
Daily Max: 11.536 0 17.735
Peak to Avg: 1.22
Tuesday- A.M. 8/1/2023 Tuesday- P.M. 8/1/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7033
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/2/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7033
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 10.611 0 15.912 12:00:00 PM 12.329 0 19.305 12:15:00 AM 10.316 0 15.333 12:15:00 PM 12.205 0 19.06
12:30:00 AM 10.081 0 14.872 12:30:00 PM 12.098 0 18.847 12:45:00 AM 9.827 0 14.376 12:45:00 PM 11.535 0 17.734
1:00:00 AM 9.694 0 14.118 1:00:00 PM 10.38 0 15.458
1:15:00 AM 9.593 0 13.922 1:15:00 PM 10.136 0 14.979
1:30:00 AM 9.477 0 13.697 1:30:00 PM 10.146 0 15
1:45:00 AM 9.406 0 13.561 1:45:00 PM 10.03 0 14.773
2:00:00 AM 9.278 0 13.312 2:00:00 PM 10.085 0 14.88
2:15:00 AM 9.077 0 12.927 2:15:00 PM 10.199 0 15.104
2:30:00 AM 8.926 0 12.638 2:30:00 PM 10.146 0 14.999
2:45:00 AM 8.791 0 12.378 2:45:00 PM 10.055 0 14.822
3:00:00 AM 8.693 0 12.192 3:00:00 PM 9.856 0 14.434
3:15:00 AM 8.591 0 11.999 3:15:00 PM 9.918 0 14.555
3:30:00 AM 8.481 0 11.79 3:30:00 PM 10.03 0 14.772
3:45:00 AM 8.419 0 11.674 3:45:00 PM 10.121 0 14.95
4:00:00 AM 8.409 0 11.654 4:00:00 PM 10.097 0 14.903
4:15:00 AM 8.354 0 11.55 4:15:00 PM 10.075 0 14.861
4:30:00 AM 8.364 0 11.569 4:30:00 PM 10.333 0 15.366
4:45:00 AM 8.418 0 11.67 4:45:00 PM 10.744 0 16.173
5:00:00 AM 8.638 0 12.088 5:00:00 PM 10.867 0 16.415
5:15:00 AM 8.791 0 12.379 5:15:00 PM 10.901 0 16.483
5:30:00 AM 8.85 0 12.491 5:30:00 PM 10.922 0 16.524
5:45:00 AM 8.898 0 12.584 5:45:00 PM 10.835 0 16.352
6:00:00 AM 9.012 0 12.802 6:00:00 PM 10.755 0 16.194
6:15:00 AM 9.061 0 12.896 6:15:00 PM 10.828 0 16.338
6:30:00 AM 9.061 0 12.897 6:30:00 PM 10.905 0 16.491
6:45:00 AM 9.089 0 12.949 6:45:00 PM 10.868 0 16.416
7:00:00 AM 9.162 0 13.089 7:00:00 PM 10.88 0 16.44
7:15:00 AM 9.132 0 13.032 7:15:00 PM 10.921 0 16.521
7:30:00 AM 9.2 0 13.163 7:30:00 PM 11.096 0 16.866
7:45:00 AM 9.345 0 13.443 7:45:00 PM 11.121 0 16.917
8:00:00 AM 9.443 0 13.631 8:00:00 PM 10.951 0 16.581
8:15:00 AM 9.485 0 13.712 8:15:00 PM 10.757 0 16.199
8:30:00 AM 9.488 0 13.719 8:30:00 PM 10.805 0 16.292
8:45:00 AM 9.529 0 13.797 8:45:00 PM 10.971 0 16.621
9:00:00 AM 12.56 0 19.762 9:00:00 PM 10.962 0 16.603
9:15:00 AM 13.089 0 20.806 9:15:00 PM 11.053 0 16.782
9:30:00 AM 13.133 0 20.894 9:30:00 PM 11.118 0 16.911
9:45:00 AM 13.092 0 20.812 9:45:00 PM 11.401 0 17.469
10:00:00 AM 12.944 0 20.52 10:00:00 PM 11.419 0 17.506
10:15:00 AM 12.913 0 20.46 10:15:00 PM 11.5 0 17.666
10:30:00 AM 12.844 0 20.324 10:30:00 PM 11.515 0 17.695 10:45:00 AM 12.741 0 20.121 10:45:00 PM 11.487 0 17.64
11:00:00 AM 12.66 0 19.959 11:00:00 PM 11.459 0 17.584
11:15:00 AM 12.587 0 19.815 11:15:00 PM 11.384 0 17.435 11:30:00 AM 12.434 0 19.512 11:30:00 PM 11.14 0 16.954
11:45:00 AM 12.361 0 19.368 11:45:00 PM 10.854 0 16.389 Inches Feet/Sec GPM
Daily Avg: 10.441 0.000 15.595
Daily Min: 8.354 0 11.55
Daily Max: 13.133 0 20.894
Peak to Avg: 1.34
Wednesday - A.M. 8/2/2023 Wednesday - P.M. 8/2/2023